1000 SERIES PLOTS - Filter Building Site Improvement Plans (Addendum 1).pdf
PDF 11 MB Posted
- Attached to
- Public Water System Upgrade Project
- Solicitation number
- Not on record
- Issued by
- Lehigh County, Pennsylvania
About this file
This file is Addendum 1 to the site improvement plans for the Fredericksburg Water Treatment Plant Filter Building, prepared by Steckbeck Engineering & Surveying Inc. for the Fredericksburg Sewer & Water Authority in Bethel Township, Lebanon County, Pennsylvania. The addendum comprises comprehensive erosion and sediment control (E&S) plans and details for the proposed water treatment plant improvements, including construction of a 7,875 square-foot filter building, renovation of the existing office building, access drives, parking lot, connections to public sewer and water, and associated stormwater management facilities. The total project site encompasses approximately 8.73 acres with 4.36 acres of disturbance (2.60 acres excluding off-site utility line extensions). The drawing set includes overall NPDES/LOD boundary maps, E&S control plans, post-construction stormwater management (PCSM) details, storm sewer profiles, and comprehensive erosion control specifications. The plans identify 32 filter sock locations, one infiltration basin designed for stormwater treatment, sediment traps, and multiple supporting infrastructure details. Construction was anticipated to begin in spring 2026, with all earth disturbance activities to proceed according to a defined staging sequence.
The E&S plan addresses soil conditions including Berks and Duffield silt loams (Hydrologic Groups B and D), karst geology considerations, and site-specific erosion control measures required under Pennsylvania's Clean Streams Law and NPDES permit requirements. Temporary controls include topsoil stockpiling (maximum 35-foot height with 2:1 slopes), sediment basins with skimmers, filter socks at level grade, and interim stabilization through temporary seeding and matting. Permanent stabilization measures specify minimum 70% perennial vegetative cover with permanent grass establishment, rip-rap outlet protection, and vegetated swales and channels. The plan mandates a preconstruction meeting at least seven days before earth disturbance activities, Pennsylvania One Call System notification at least three days prior, and weekly E&S BMP inspections with daily documentation. Post-construction SCM (stormwater control measure) instrument recording with the Lebanon County Recorder of Deeds is required within 45 days of NPDES permit authorization. The plan specifies disposal of accumulated sediment within disturbance limits, immediate stabilization of all disturbed areas, and removal of temporary controls only after final site stabilization is verified by the Lebanon County Conservation District.
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FREDERICKSBURG
SEWER & WATER AUTHORITY
BETHEL TOWNSHIP
LEBANON COUNTY, PENNSYLVANIA
FREDERICKSBURG WATER TREATMENT PLANT
1000 SERIES - FILTER BUILDING SITE IMPROVEMENTS
LOCATION MAP
SCALE: 1"=1000'
SITE
S.R. 0022
SCHOOL
DRIVE
AIRPORT ROAD
W. MAIN STREET
GREBLE ROAD
S.R. 0343
FREDERICKSBURG
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SSMH RIM:432.31
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LITTLE SWATARA CREEK
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LITTLE SWATARA CREEK
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PROJECT #
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AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone:(717) 272-7110 Fax:(717) 272-7348
AutoCAD SHX Text Bethel Township Lebanon County, Pennsylvania
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FREDERICKSBURG WATER TREATMENT PLANT FILTER BUILDING SITE IMPROVEMENTS
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PAUL LUTZKANIN
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ADDENDUM 1
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COVER SHEET
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COVER SHEET
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DWG. NO.
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DRAWING INDEX
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TITLE
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OVERALL NPDES/LOD BOUNDARY
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FILTER BUILDING SITE E&S NOTES
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FILTER BUILDING SITE PCSM PLAN
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FILTER BUILDING SITE SCM METES AND BOUNDS
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FILTER BUILDING SITE E&S DETAILS
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(4) PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, STECKBECK ENGINEERING & SURVEYING, INC., SHALL BE DEEMED TO HAVE MET THE OBLIGATIONS OF CLAUSE (2) BY CALLING A ONE CALL SYSTEM AND SHOWING AS PROOF THE SERIAL NUMBER OF THE ONE CALL NOTICE ON THE DRAWING(S).
AutoCAD SHX Text AND STECKBECK ENGINEERING & SURVEYING, INC. DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTEE THAT THE INFORMATION RECEIVED PURSUANT TO SAID REQUEST AND AS REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE, BUT STECKBECK ENGINEERING & SURVEYING, INC. IS REFLECTING SAID INFORMATION ON THESE DRAWINGS ONLY DUE TO THE REQUIREMENTS OF THE SAID ACT 187, DECEMBER 19, 1996.
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(3) PURSUANT TO SECTION 4, CLAUSE (4) OF SAID ACT, STECKBECK ENGINEERING & SURVEYING, INC. MADE A REASONABLE EFFORT TO PREPARE THE CONSTRUCTION DRAWING(S) TO AVOID DAMAGE TO AND MINIMIZE INTERFERENCE WITH A FACILITY OWNERS FACILITIES IN THE CONSTRUCTION AREA BY MAINTAINING AN EIGHTEEN-INCH CLEARANCE OF THE FACILITY OWNERS FACILITIES WHERE POSSIBLE.
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(2) PURSUANT TO SECTION 4, CLAUSE (3) OF SAID ACT, STECKBECK ENGINEERING & SURVEYING, INC. SHOWN UPON THE DRAWING(S) THE POSITION AND TYPE OF EACH FACILITY OWNERS LINE, DERIVED PURSUANT TO THE REQUEST MADE AS REQUIRED BY SECTION 4, CLAUSE (2), AND THE NAME OF THE FACILITY OWNER, AND THE FACILITY OWNERS DESIGNATED OFFICE ADDRESS AND THE TELEPHONE NUMBER AS SHOWN ON THE LIST REFERRED TO IN SECTION 3.
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(1) PURSUANT TO SECTION 4, CLAUSE (2) OF SAID ACT, STECKBECK ENGINEERING & SURVEYING, INC. REQUESTED THE LINE AND FACILITY INFORMATION PRESCRIBED BY SECTION 2, CLAUSE (4) FROM A ONE CALL SYSTEM NOT LESS THAN TEN NOR MORE THAN NINETY WORKING DAYS BEFORE FINAL DESIGN IS TO BE COMPLETED.
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AutoCAD SHX Text STECKBECK ENGINEERING & SURVEYING, INC., HEREBY STATES THAT, PURSUANT TO THE PROVISIONS OF ACT NO. 287 OF 1974 AS AMENDED BY ACT 121 OF 2008 OF THE PENNSYLVANIA GENERAL ASSEMBLY, IT HAS PERFORMED THE FOLLOWING IN PREPARING THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION WORK AT SITES WITHIN THE POLITICAL SUBDIVISION(S) SHOWN ON THE DRAWINGS:
AutoCAD SHX Text FREDERICKSBURG SEWER/WATER AUTH. 2529 ROUTE 22, PO BOX 161 FREDERICKSBURG, PA 17026 717-865-7452 CONTACT:KEVIN B SNADER
AutoCAD SHX Text BETHEL TWP. 3015 SOUTH PINE GROVE ST. FREDERICKSBURG, PA 17026 CONTACT:MELISSA JOHNSON EMAIL:betheltwplebanon@comcast.net
AutoCAD SHX Text COMCAST CABLE-LEBANON C/O USIC LOCATING SERVICES INC 13085 HAMILTON CROSSING BLVD STE 200 CARMEL, IN 46032 CONTACT:USIC OFFICE PERSONEL
AutoCAD SHX Text UGI UTILITIES INCORPORATED 1301 AIP DR MIDDLETOWN, PA 170575987 CONTACT:JOANNE ARCHFIELD PHONE: (717) 255-1453 EMAIL: jarchfield@ugi.com
AutoCAD SHX Text VERIZON PENNSYLVANIA LLC 15 E MONTGOMERY AVE PITTSBURGH, PA 15212 CONTACT-OFFICE PERSONNEL
AutoCAD SHX Text VERIZON NORTH 2441 W GRANDVIEW BLVD ERIE, PA 16506 CONTACT:MICHAEL A GEARY EMAIL:michael.geary@verizon.com
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FIRST ENERGY CORP 76 S MAIN ST AKRON, OH 443081890 CONTACT:OFFICE PERSONNEL
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SERIAL NUMBER: ____________ DATE: _________ BY: _________
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FILTER BUILDING SITE PCSM DETAILS
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FILTER BUILDING SITE PCSM DETAILS
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FILTER BUILDING SITE PCSM NOTES
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FILTER BUILDING SITE STORM SEWER PROFILES
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SERIES
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SERIES INDEX
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CONTENTS
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BUILDING AND SITE IMPROVEMENTS
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PIPING PLANS
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PROCESS PLANS
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SOUTH WELLS PLANS
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TREATMENT BUILDING PLANS
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NORTH WELLS PLANS
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FILTER BUILDING SITE E&S PLAN
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FILTER BUILDING SITE E&S DETAILS
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ELECTRICAL PLAN SET
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PLUMBING PLAN SET
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HVAC PLAN SET
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WATER FILTER BUILDING SITE IMPROVEMENTS
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FILTER BUILDING SITE STORM SEWER PROFILES
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0.21 ACRES
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FREDERICKSBURG WATER TREATMENT PLANT FILTER BUILDING SITE IMPROVEMENTS
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OVERALL NPDES/LOD PERMIT BOUNDARIES
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SEDIMENT BASIN
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EROSION AND SEDIMENT CONTROL LIABILITY NOTE:
FAILURE TO CORRECTLY INSTALL SEDIMENT CONTROL FACILITIES OR FAILURE TO PREVENT
SEDIMENT LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE OR FAILURE TO TAKE
CORRECTIVE ACTIONS TO IMMEDIATELY RESOLVE FAILURES OF SEDIMENT CONTROL
FACILITIES MAY RESULT IN ADMINISTRATIVE, CIVIL AND/OR CRIMINAL PENALTIES BEING
INSTITUTED BY THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION AS
DEFINED IN SECTION 602 OF THE CLEAN STREAMS LAW OF PENNSYLVANIA. THE CLEAN
STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN
SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES
FOR EACH VIOLATION.
SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO
THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER
DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED OR
SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER.
THESE PLANS INDICATE CRITICAL AREAS FOR EROSION AND SEDIMENT CONTROL
PLACEMENT BUT DO NOT RELIEVE THE CONTRACTOR FROM PROVIDING ADDITIONAL
CONTROLS AS SITE CONDITIONS WARRANT. THE ENVIRONMENTAL COMPLIANCE MANAGER
FOR THE PROJECT AND OR CONSERVATION DISTRICT MAY DIRECT THE CONTRACTOR TO
INSTALL E&S BMPS NOT DEPICTED ON THESE DRAWINGS IN ORDER TO PROTECT DOWN
GRADIENT AREAS FROM EROSION AND SEDIMENTATION DURING CONSTRUCTION.
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FREDERICKSBURG SEWER & WATER AUTHORITY DEED: 50-123 UPI: 19-2333962-404723
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ROBERT A. & MICHELE A. MCQUAIDE DEED: 2248-8294 UPI: 19-2333623-405035
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KOKIONG & MIOSOTIS FUNG DEED: 2250-0292 UPI: 19-2333718-405030
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JAMES R. JOSEPH DEED: 2251-0001 UPI: 19-2333801-405039
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JAMES F. & MISTY C. ZECHMAN DEED: 2172-8084 UPI: 19-2333883-405052
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ROBERT A. & MARIE A. MARINUCCI DEED: 2187-4337 UPI: 19-2333985-405072
AutoCAD SHX Text LANG C. ROETHLEIN & LINDA K. ARNDT-ROETHLEIN DEED: 2115-5829 UPI: 19-2334145-405081
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JAMES V. GOSS DEED: 2221-7827 UPI: 19-2334272-404664-0000
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EX. STREAM
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EX. FLOODPLAIN
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EX. STREAM
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EX. WETLANDS
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SOIL DATA (APPLICABLE TO STORMWATER DEVELOPMENT IN BOLD)
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HYDROLOGIC GROUP
AutoCAD SHX Text CkA - CLARKSBURG SILT LOAM, 0 TO 3 PERCENT SLOPES
AutoCAD SHX Text C
AutoCAD SHX Text KnB - KLINESVILLE SHALY SILT LOAM, 3 TO 8 PERCENT SLOPES
AutoCAD SHX Text KnC - KLINESVILLE SHALY SILT LOAM, 8 TO 15 PERCENT SLOPES
AutoCAD SHX Text Ph - PHILO SILT LOAM
AutoCAD SHX Text D
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AutoCAD SHX Text B
AutoCAD SHX Text ThA - THORNDALE SILT LOAM, 0 TO 3 PERCENT SLOPES
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EXISTING BOUNDARY LINE AND CORNERS
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INLET
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MANHOLE
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RIP-RAP
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ENDWALL
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HEADWALL
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EXISTING EDGE OF PAVEMENT AND CURB LINE
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MAJOR
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MINOR
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EXISTING ADJOINER LINE
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EXISTING RIGHT-OF-WAY
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EXISTING FENCE
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EXISTING STORMWATER
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EXISTING CONTOURS
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EXISTING TREELINE
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EXISTING UTLITY POLE
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FIELD CREW:
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REVISION
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DATE
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BY
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BASE MAP:
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GJU
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DRAWN:
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DESIGN:
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PL
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JDS
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CHECKED:
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DATE:
AutoCAD SHX Text 8/21/26
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SCALE:
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PROJECT #
AutoCAD SHX Text 004-22-005
AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone:(717) 272-7110 Fax:(717) 272-7348
AutoCAD SHX Text Bethel Township Lebanon County, Pennsylvania
AutoCAD SHX Text located in
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FREDERICKSBURG WATER TREATMENT PLANT FILTER BUILDING SITE IMPROVEMENTS
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AS NOTED
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MOD
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DY
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PE074289
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REGISTERED
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PROFESSIONAL
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PAUL LUTZKANIN
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REGISTERED
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PROFESSIONAL
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ENGINEER
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ADDENDUM 1
AutoCAD SHX Text 9/18/26
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GJU
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RIP-RAP APRON
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ROCK CONSTRUCTION ENTRANCE ALTERNATIVE
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LIMIT OF DISTURBANCE
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TOPSOIL STOCKPILE
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EROSION CONTROL LINING
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SILT SOXX
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LIMIT OF DISTURBANCE
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NPDES BOUNDARY
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FILTER BUILDING SITE EROSION AND SEDIMENT CONTROL PLAN
AutoCAD SHX Text 1 inch = 30 feet
AutoCAD SHX Text 60'
AutoCAD SHX Text 15'
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%%UGRAPHIC SCALE
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AutoCAD SHX Text 120'
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NAD83-PA SOUTH
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PROPOSED BUILDING SETBACK
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PROPOSED EDGE OF PAVEMENT AND CURB LINE
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PROPOSED CONCRETE/SIDEWALK
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CONCRETE MONUMENT
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PROPOSED BOUNDARY LINE AND CORNERS
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PROPOSED RIGHT-OF-WAY
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IRON PIN
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PROPOSED SEWER
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PROPOSED STORMWATER
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MANHOLE
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PROPOSED DOMESTIC WATERLINE
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GATE VALVE
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INLET
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MANHOLE
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RIP-RAP
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ENDWALL
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HEADWALL
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PROPOSED GASLINE
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GAS VALVE
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PROPOSED FENCE
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MAJOR
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MINOR
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PROPOSED CONTOURS
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CLEAN OUT
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PROPOSED TREELINE
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PROPOSED UTLITY POLE
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UE
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UE
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PROPOSED UNDERGROUND ELECTRIC
AutoCAD SHX Text A34
AutoCAD SHX Text A33
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EXISTING WETLANDS
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EXISTING FLOODPLAIN
AutoCAD SHX Text 1" = 3,000'
EXISTING WATERCOURSE
1 FT.
MIN.
1 FT.
MIN.
4 FT.
ON CENTER
(TYP.)
Ba h
(7 F
T.
M
AX
FT
M
IN
Bal
BASIN OR
TRAP NO.
BAFFLE RISER BOTTOM
LENGTH
Bal (FT)
HEIGHT
Bah (FT)
CREST ELEV.
TRCE (FT)
BOTTOM ELEV
BE (FT)
1 200 3.50 453.50 450.00
SEDIMENT BASIN/TRAP BAFFLE DETAIL
NO SCALE
4" X 4" PRESSURE TREATED
WOOD POSTS OR EQUIV. METAL
4' X 8' X 3/4" EXTERIOR
GRADE PLYWOOD, SHEET
METAL, OR EQUIV. MATERIAL
FLOW
FLOW
12"
SKIMMER ATTACHMENT - SEDIMENT BASIN/TRAP
NO SCALE
18"-24"
OUTLET STRUCTURE
A
TEMPORARY PVC PIPE STUB
B
C
SECTION VIEW
CONNECT FLEXIBLE HOSE
TO TEMPORARY STUB
WITH PROVIDED COUPLING
AND THREADED ADAPTER
SKIMMER ARM
(SEE SKIMMER
OUTLET DETAIL)
TRAP/BASIN BOTTOM
SEDIMENT BASIN/TRAP OUTLET STRUCTURE
BASIN
/TRAP
BASIN
/TRAP
BOTTOM
ELEV
ELEV A
TEMPORARY
STUB PIPE
DIA. (IN)
DISCHARGE
PIPE DIA. (IN)
1 450.00 453.50 450.00 6.0 449.50 15
ELEV B ELEV C
DISCHARGE PIPE
OUTLET STRUCTURE DETAIL
TRASH RACK
ST
AK
E H
EI
G
H T
(S
EE
T
AB
LE
2'
NOTES:
1. SKIMMER SHALL BE CONSTRUCTED
WITH SCHEDULE 40 PVC PIPE.
2. ALL JOINTS SHALL BE WATERTIGHT.
3. ANGLE SHOULD BE 45° OR LESS
WHEN SKIMMER HEAD AT MAXIMUM
ELEVATION.
6'
FRONT VIEW
4' MAX.
END VIEW
WATER SURFACE AT SPILLWAY
PERSPECTIVE VIEW
ANGLE
E&S SKIMMER OUTLET DETAIL
NO SCALE
SKIMMER DESIGN CHART
BASIN/TRAP
NO.
SKIMMER ARM SKIMMER HEAD SKIMMER HEAD CMU
HEIGHT
WOODEN
STAKES
LENGTH (FT) PIPE DIA. (IN) PIPE DIA. (IN) ORIFICE DIA. (IN) BOTTOM TOP ELEV HEIGHT
BASIN 1 5 2.0 3.0 2.8 450.00 451.00 1 3'
ARM ASSEMBLY
"C" ENCLOSURE
WATER
ENTRY UNIT
SCH 40
PVC PIPE
PVC
VENT PIPE
PVC
ENDCAP
PVC ELBOW
PVC TEE
PVC SKIMMER HEAD
(SEE TABLE)
WOODEN GUIDE
STAKES 2"X3" ONE
EACH SIDE
FLEXIBLE
HOSE
SEE SKIMMER
ATTACHMENT
DETAIL
PVC TEE
SKIMMER HEAD CMU
FOUNDATION (SEE TABLE)
SCH 40 PVC PIPE
SKIMMER ARM
(SEE TABLE)
SKIMMER
HEAD ORIFICE
(SEE TABLE)
SKIMMER SHOULD REST
AT CLEANOUT LEVEL ON
CMU FOUNDATION
NO SCALE
CLEANOUT STAKE DETAIL
SEDIMENT BASIN/TRAP CLEANOUT LEVEL
BASIN/TRAP
NO. ELEVATION
BASIN 1 451.00
PAINT YELLOW
1/2" WIDE STRIPE
2" X 3" WOOD OR
STEEL STAKE
SEDIMENT CLEANOUT
LEVEL (SEE CHART)
EXISTING GRADE
FL
O
W
FL
O
W
TOPSOIL
TOPSOIL STOCKPILE
NO SCALE
NOTES:
1. A STOCKPILE SHALL BE USED TO CONTAIN ALL STRIPPED TOPSOIL IN A
LIMITED AREA IN ORDER TO KEEP DISTURBANCE TO A MINIMUM.
2. STOCKPILES ARE TO BE STABILIZED IMMEDIATELY.
3. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET.
4. STOCKPILE SLOPES MUST BE 2:1 OR FLATTER.
5. STOCKPILES SHALL BE LOCATED SO THAT ALL SWALES CAN FUNCTION AS
DESIGNED.
COMPOST
FILTER SOCK
DIRECT CONCRETE WASHOUT
WATER INTO FILTER RING
24" DIAMETER COMPOST
FILTER SOCK. 4' MIN.
OVERLAP ON UPSLOPE
SIDE OF FILTER RING
2" X 2" X 36" WOODEN STAKES
PLACED 5' O.C.
A SUITABLE IMPERVIOUS GEOMEMBRANE SHALL BE PLACED AT THE LOCATION OF THE WASHOUT PRIOR TO
INSTALLING THE SOCKS.
ADAPTED FROM FILTREXX.
PLAN
TYPICAL COMPOST SOCK WASHOUT INSTALLATION
NO SCALE
12' MIN.
PLAN VIEW
PUMPED WATER FILTER BAG DETAIL
PROVIDE 4' MINIMUM
BETWEEN SOCK AND BAG
NO SCALE
ELEVATION VIEW
FILTER BAG
WELL VEGETATED AREA
18" DIA. COMPOST
FILTER SOCK
DISCHARGE HOSE
PUMP
INTAKE HOSECLAMPS
FILTER BAG
CLAMPS
DISCHARGE HOSE
PUMP
INTAKE HOSE
SPECIES
APPLICATION
NO SCALE
SEEDING & FERTILIZER SPECIFICATIONS
BASIN BOTTOM
ERNST SEEDS
RETENTION BASIN
FLOOR MIX - LOW
MAINTENANCE
(ERNMX-126)
PERMANENT
LAWNS
PERENNIAL
RYEGRASS
% BY
WEIGHT
MINIMUM %
PURITY GERMINATION
MAX %
WEED
SEED
SEEDING RATE
LB/1000 YD
(LB/ACRE)
97 90 0.10 8.5 (41.14)
CREEPING
RED FESCUE
OR CHEWINGS
FESCUE
97 85 0.10 12.5 (60.5)
50KENTUCKY
BLUEGRASS 97 80 0.15 21.0 (101.64)
PLANTING
SEASON
MARCH 1 - JUNE 1
AND
AUGUST 1 - OCTOBER 15
TEMPORARY
SEEDINGS
ANNUAL
RYEGRASS
WINTER RYE 100 95 80 0.15
100 97 90 0.15 MARCH 1 - AUGUST 15
AUGUST 16 - OCTOBER 15
10 (48)
56 (271)
FERTILIZER
FORMULA
APPLICATION RATE
10-20-20
140 LB/ 1000 YD
10-10-10
100 LB/1000 YD
10-10-10
100 LB/1000 YD
LIMING
RATE
800 LB/1000 YD
410 LB/1000 YD
410 LB/1000 YD
PER MANUFACTURER'S SPECIFICATIONS. SEEDING RATE SHALL BE 20-40 LBS PER ACRE, OR 0.5-1
LB/1,000 SQ FT WITH A COVER CROP. FOR A COVER CROP USE ONE OF THE FOLLOWING:
· GRAIN RYE (1 SEP TO 30 APR; 30 LBS/ACRE)
· JAPANESE MILLET (1 MAY TO 31 AUG; 10 LBS/ACRE)
· BARNYARD GRASS (1 MAY TO 31 AUG; 10 LBS/ACRE)
WATER FLOW
3" - 4"
SECTION VIEW
12"
COMPOST FILTER SOCK DETAIL
2" X 2" WOODEN STAKE
COMPOST FILTER SOCK
(12" MINIMUM)
BLOWN/PLACED
FILTER MEDIA UNDISTURBED
AREA
DISTURBED
AREA
DISTURBED
AREA
UNDISTURBED
AREA
COMPOST FILTER SOCK
(12" MINIMUM)
STAKE ON 10'
LINEAL SPACING
PLAN VIEW
WATER FLOW
DISTURBED
AREA
UNDISTURBED
AREA
NEW COMPOST
FILTER SOCK
STAKE ON 10'
LINEAL SPACING
REPAIR OF DAMAGED FILTER SOCK
DAMAGED SECTION
OF FILTER SOCK
CONCRETE ANTI-SEEP COLLAR DETAIL
AutoCAD SHX Text NOTES: 1. SEE APPROPRIATE BASIN DETAIL PROPER LOCATION AND ORIENTATION. SEE APPROPRIATE BASIN DETAIL PROPER LOCATION AND ORIENTATION. 2. AN ACCEPTABLE ALTERNATIVE IS TO INSTALL THE SAME HEIGHT WITH SUPER SILT FENCE OR AN ACCEPTABLE ALTERNATIVE IS TO INSTALL THE SAME HEIGHT WITH SUPER SILT FENCE OR COMPOST FILTER SOCK AT THE BAFFLE LOCATION. 3. IN POOLS WITH DEPTHS EXCEEDING 7', THE TOP OF THE PLYWOOD BAFFLE DOES NOT NEED TO IN POOLS WITH DEPTHS EXCEEDING 7', THE TOP OF THE PLYWOOD BAFFLE DOES NOT NEED TO EXTEND TO THE TEMPORARY RISER CREST. SUPER SILT FENCE BAFFLES NEED NOT EXTEND TO TRCE ELEVATION. 4. BAFFLES SHALL BE TIED INTO ONE SIDE OF THE BASIN UNLESS OTHERWISE SHOWN ON THE PLAN BAFFLES SHALL BE TIED INTO ONE SIDE OF THE BASIN UNLESS OTHERWISE SHOWN ON THE PLAN DRAWINGS. 5. SUBSTITUTION OF MATERIALS NOT SPECIFIED IN THIS DETAIL SHALL BE APPROVED BY THE SUBSTITUTION OF MATERIALS NOT SPECIFIED IN THIS DETAIL SHALL BE APPROVED BY THE DEPARTMENT OR THE LOCAL CONSERVATION DISTRICT BEFORE INSTALLATION. 6. DAMAGED OR WARPED BAFFLES SHALL BE REPLACED WITHIN 7 DAYS OF INSPECTIONS. DAMAGED OR WARPED BAFFLES SHALL BE REPLACED WITHIN 7 DAYS OF INSPECTIONS. 7. BAFFLES REQUIRING SUPPORT POSTS SHALL NOT BE INSTALLED IN BASINS REQUIRING IMPERVIOUS BAFFLES REQUIRING SUPPORT POSTS SHALL NOT BE INSTALLED IN BASINS REQUIRING IMPERVIOUS LINERS.
AutoCAD SHX Text NOTES: 1. ALL JOINTS SHALL BE WATERTIGHT. ALL JOINTS SHALL BE WATERTIGHT. 2. TEMPORARY STUB PIPE PENETRATION TO BE FULLY GROUTED OR SEALED WITH A TEMPORARY STUB PIPE PENETRATION TO BE FULLY GROUTED OR SEALED WITH A STAINLESS STEEL PLATE DURING CONVERSION TO PERMANENT STORMWATER BASIN.
AutoCAD SHX Text SKIMMER SHALL BE MANUFACTURED BY THE FOLLOWING: 1. J.W. FAIRCLOTH & SON, INC. J.W. FAIRCLOTH & SON, INC. PO BOX 789 HILLSBOROUGH, NORTH CAROLINA PHONE: 919-732-1244 FAX: 919-732-1266 2. OR APPROVED EQUAL OR APPROVED EQUAL
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AutoCAD SHX Text NOTES: 1. FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH DOUBLE-STICHED "J" TYPE SEAMS. FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH DOUBLE-STICHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. 2. A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES MUST BE PROVIDED. FILTER BAGS A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES MUST BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME ½ FULL. 3. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED.BAGS SHALL BE LOCATED IN SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED.BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE FLOW PATH SHALL BE PROVIDED. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. 4. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED. 5. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR ½ THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR ½ THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHOULD BE FLOATING AND SCREENED. 6. FILTER BAGS SHALL BE INSPECTED DAILY. IF NAY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME FILTER BAGS SHALL BE INSPECTED DAILY. IF NAY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.
AutoCAD SHX Text NOTES: 1. LIMING AND FERTILIZER RATES SHALL BE REVISED IN ACCORDANCE WITH ANY SOIL TEST LIMING AND FERTILIZER RATES SHALL BE REVISED IN ACCORDANCE WITH ANY SOIL TEST AND FERTILIZER RATES SHALL BE REVISED IN ACCORDANCE WITH ANY SOIL TEST AND FERTILIZER RATES SHALL BE REVISED IN ACCORDANCE WITH ANY SOIL TEST FERTILIZER RATES SHALL BE REVISED IN ACCORDANCE WITH ANY SOIL TEST FERTILIZER RATES SHALL BE REVISED IN ACCORDANCE WITH ANY SOIL TEST RATES SHALL BE REVISED IN ACCORDANCE WITH ANY SOIL TEST RATES SHALL BE REVISED IN ACCORDANCE WITH ANY SOIL TEST SHALL BE REVISED IN ACCORDANCE WITH ANY SOIL TEST SHALL BE REVISED IN ACCORDANCE WITH ANY SOIL TEST BE REVISED IN ACCORDANCE WITH ANY SOIL TEST BE REVISED IN ACCORDANCE WITH ANY SOIL TEST REVISED IN ACCORDANCE WITH ANY SOIL TEST REVISED IN ACCORDANCE WITH ANY SOIL TEST IN ACCORDANCE WITH ANY SOIL TEST IN ACCORDANCE WITH ANY SOIL TEST ACCORDANCE WITH ANY SOIL TEST ACCORDANCE WITH ANY SOIL TEST WITH ANY SOIL TEST WITH ANY SOIL TEST ANY SOIL TEST ANY SOIL TEST SOIL TEST SOIL TEST TEST TEST RESULTS. 2. ALL SEEDED AREAS SHALL BE MULCHED WITH HAY OR STRAW APPLIED AT A RATE OF ALL SEEDED AREAS SHALL BE MULCHED WITH HAY OR STRAW APPLIED AT A RATE OF SEEDED AREAS SHALL BE MULCHED WITH HAY OR STRAW APPLIED AT A RATE OF SEEDED AREAS SHALL BE MULCHED WITH HAY OR STRAW APPLIED AT A RATE OF AREAS SHALL BE MULCHED WITH HAY OR STRAW APPLIED AT A RATE OF AREAS SHALL BE MULCHED WITH HAY OR STRAW APPLIED AT A RATE OF SHALL BE MULCHED WITH HAY OR STRAW APPLIED AT A RATE OF SHALL BE MULCHED WITH HAY OR STRAW APPLIED AT A RATE OF BE MULCHED WITH HAY OR STRAW APPLIED AT A RATE OF BE MULCHED WITH HAY OR STRAW APPLIED AT A RATE OF MULCHED WITH HAY OR STRAW APPLIED AT A RATE OF MULCHED WITH HAY OR STRAW APPLIED AT A RATE OF WITH HAY OR STRAW APPLIED AT A RATE OF WITH HAY OR STRAW APPLIED AT A RATE OF HAY OR STRAW APPLIED AT A RATE OF HAY OR STRAW APPLIED AT A RATE OF OR STRAW APPLIED AT A RATE OF OR STRAW APPLIED AT A RATE OF STRAW APPLIED AT A RATE OF STRAW APPLIED AT A RATE OF APPLIED AT A RATE OF APPLIED AT A RATE OF AT A RATE OF AT A RATE OF A RATE OF A RATE OF RATE OF RATE OF OF OF 3 TONS PER ACRE. MULCH TO BE ANCHORED WITH WOOD CELLULOSE FIBER AT A RATE TONS PER ACRE. MULCH TO BE ANCHORED WITH WOOD CELLULOSE FIBER AT A RATE TONS PER ACRE. MULCH TO BE ANCHORED WITH WOOD CELLULOSE FIBER AT A RATE PER ACRE. MULCH TO BE ANCHORED WITH WOOD CELLULOSE FIBER AT A RATE PER ACRE. MULCH TO BE ANCHORED WITH WOOD CELLULOSE FIBER AT A RATE ACRE. MULCH TO BE ANCHORED WITH WOOD CELLULOSE FIBER AT A RATE ACRE. MULCH TO BE ANCHORED WITH WOOD CELLULOSE FIBER AT A RATE MULCH TO BE ANCHORED WITH WOOD CELLULOSE FIBER AT A RATE MULCH TO BE ANCHORED WITH WOOD CELLULOSE FIBER AT A RATE TO BE ANCHORED WITH WOOD CELLULOSE FIBER AT A RATE TO BE ANCHORED WITH WOOD CELLULOSE FIBER AT A RATE BE ANCHORED WITH WOOD CELLULOSE FIBER AT A RATE BE ANCHORED WITH WOOD CELLULOSE FIBER AT A RATE ANCHORED WITH WOOD CELLULOSE FIBER AT A RATE ANCHORED WITH WOOD CELLULOSE FIBER AT A RATE WITH WOOD CELLULOSE FIBER AT A RATE WITH WOOD CELLULOSE FIBER AT A RATE WOOD CELLULOSE FIBER AT A RATE WOOD CELLULOSE FIBER AT A RATE CELLULOSE FIBER AT A RATE CELLULOSE FIBER AT A RATE FIBER AT A RATE FIBER AT A RATE AT A RATE AT A RATE A RATE A RATE RATE RATE OF 750 LBS PER ACRE. 3. ALL DIVERSIONS, CHANNELS, SED TRAPS, AND STOCKPILES MUST BE STABILIZED ALL DIVERSIONS, CHANNELS, SED TRAPS, AND STOCKPILES MUST BE STABILIZED DIVERSIONS, CHANNELS, SED TRAPS, AND STOCKPILES MUST BE STABILIZED DIVERSIONS, CHANNELS, SED TRAPS, AND STOCKPILES MUST BE STABILIZED CHANNELS, SED TRAPS, AND STOCKPILES MUST BE STABILIZED CHANNELS, SED TRAPS, AND STOCKPILES MUST BE STABILIZED SED TRAPS, AND STOCKPILES MUST BE STABILIZED SED TRAPS, AND STOCKPILES MUST BE STABILIZED TRAPS, AND STOCKPILES MUST BE STABILIZED TRAPS, AND STOCKPILES MUST BE STABILIZED AND STOCKPILES MUST BE STABILIZED AND STOCKPILES MUST BE STABILIZED STOCKPILES MUST BE STABILIZED STOCKPILES MUST BE STABILIZED MUST BE STABILIZED MUST BE STABILIZED BE STABILIZED BE STABILIZED STABILIZED STABILIZED IMMEDIATELY.
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text INSTALLATION NOTES: 1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS. 2. FILTER SOCK COMPOST/SOIL/ROCK/SEED FILL TO MEET APPLICATION REQUIREMENTS. FILTER SOCK COMPOST/SOIL/ROCK/SEED FILL TO MEET APPLICATION REQUIREMENTS. COMPOST/SOIL/ROCK/SEED FILL TO MEET APPLICATION REQUIREMENTS. 3. FILTER SOCK DEPICTED IS FOR MINIMUM SLOPES. GREATER SLOPES MAY REQUIRE LARGER SOCKS PER THE FILTER SOCK DEPICTED IS FOR MINIMUM SLOPES. GREATER SLOPES MAY REQUIRE LARGER SOCKS PER THE DEPICTED IS FOR MINIMUM SLOPES. GREATER SLOPES MAY REQUIRE LARGER SOCKS PER THE ENGINEER. 4. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY THE ENGINEER.COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY THE ENGINEER.
AutoCAD SHX Text MAINTENANCE NOTES: 1. THE CONTRACTOR SHALL MAINTAIN THE FILTER SOCK IN A FUNCTIONAL CONDITION AT ALL TIMES AND IT SHALL BE ROUTINELY INSPECTED. THE CONTRACTOR SHALL MAINTAIN THE FILTER SOCK IN A FUNCTIONAL CONDITION AT ALL TIMES AND IT SHALL BE ROUTINELY INSPECTED. 2. IF THE FILTER SOCK HAS BEEN DAMAGED, IT SHALL BE REPLACED WITH A NEW SECTION OF FILTER SOCK SECURELY STAKED IMMEDIATELY UPSLOPE OF THE DAMAGED IF THE FILTER SOCK HAS BEEN DAMAGED, IT SHALL BE REPLACED WITH A NEW SECTION OF FILTER SOCK SECURELY STAKED IMMEDIATELY UPSLOPE OF THE DAMAGED SECTION. 3. THE CONTRACTOR SHALL REMOVE SEDIMENT AT THE BASE OF THE UPSLOPE SIDE OF THE FILTER SOCK WHEN ACCUMULATION HAS REACHED 1/2 OF THE EFFECTIVE HEIGHT THE CONTRACTOR SHALL REMOVE SEDIMENT AT THE BASE OF THE UPSLOPE SIDE OF THE FILTER SOCK WHEN ACCUMULATION HAS REACHED 1/2 OF THE EFFECTIVE HEIGHT OF THE FILTER SOCK, OR AS DIRECTED BY THE LEBANON COUNTY CONSERVATION DISTRICT. ALTERNATIVELY, A NEW FILTER SOCK CAN BE PLACED ON TOP OF AND SLIGHTLY BEHIND THE ORIGINAL ONE CREATING MORE SEDIMENT STORAGE CAPACITY WITHOUT SOIL DISTURBANCE. 4. FILTER SOCK SHALL BE MAINTAINED UNTIL DISTURBED AREA ABOVE THE DEVICE HAS BEEN PERMANENTLY STABILIZED AND CONSTRUCTION ACTIVITY HAS CEASED. FILTER SOCK SHALL BE MAINTAINED UNTIL DISTURBED AREA ABOVE THE DEVICE HAS BEEN PERMANENTLY STABILIZED AND CONSTRUCTION ACTIVITY HAS CEASED. 5. THE FILTERMEDIA WILL BE DISPERSED ON SITE ONCE DISTURBED AREA HAS BEEN PERMANENTLY STABILIZED, CONSTRUCTION ACTIVITY HAS CEASED, OR AS DETERMINED BY THE FILTERMEDIA WILL BE DISPERSED ON SITE ONCE DISTURBED AREA HAS BEEN PERMANENTLY STABILIZED, CONSTRUCTION ACTIVITY HAS CEASED, OR AS DETERMINED BY THE LEBANON COUNTY CONSERVATION DISTRICT. 6. FOR LONG-TERM SEDIMENT AND POLLUTION CONTROL APPLICATION, FILTER SOCK CAN BE SEEDED AT THE TIME OF INSTALLATION TO CREATE A VEGETATIVE FILTERING SYSTEM FOR LONG-TERM SEDIMENT AND POLLUTION CONTROL APPLICATION, FILTER SOCK CAN BE SEEDED AT THE TIME OF INSTALLATION TO CREATE A VEGETATIVE FILTERING SYSTEM FOR PROLONGED AND INCREASED FILTRATION OF SEDIMENT AND SOLUBLE POLLUTANTS (CONTAINED VEGETATIVE FILTER STRIP). THE APPROPRIATE SEED MIX SHALL BE DETERMINED BY THE DESIGN PROFESSIONAL.
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# OF
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AutoCAD SHX Text 4.01
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DIA.
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COLLARS
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STORMWATER
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SEE BASIN DETAILS FOR PIPE DIAMETER
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NOTE: PROVIDE NUMBER OF ANTI-SEEP COLLARS PER OUTLET PIPE AS SPECIFIED.
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6X6-W2.9XW2.9
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CEMENT WATER
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PROOF JOINT
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CONCRETE
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GRADE
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(TYP.)
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SIDE ELEVATION
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FRONT ELEVATION
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FACILITY
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COLLAR
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SPACING
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INFILTRATION BASIN 1
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FIELD CREW:
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REVISION
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DATE
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BY
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BASE MAP:
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GJU
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DRAWN:
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DESIGN:
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PL
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JDS
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CHECKED:
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DATE:
AutoCAD SHX Text 8/21/26
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SCALE:
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PROJECT #
AutoCAD SHX Text 004-22-005
AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone:(717) 272-7110 Fax:(717) 272-7348
AutoCAD SHX Text Bethel Township Lebanon County, Pennsylvania
AutoCAD SHX Text located in
AutoCAD SHX Text
FREDERICKSBURG WATER TREATMENT PLANT FILTER BUILDING SITE IMPROVEMENTS
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AS NOTED
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PE074289
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REGISTERED
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PROFESSIONAL
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PAUL LUTZKANIN
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ENGINEER
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ADDENDUM 1
AutoCAD SHX Text 9/18/26
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GJU
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EROSION AND SEDIMENT CONTROL DETAILS
NOTES:
1. MAXIMUM DRAINAGE AREA = 1/2 ACRE.
2. INLET PROTECTION SHALL NOT BE REQUIRED FOR
INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP.
BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS.
3. ROLLED EARTHEN BERM SHALL BE MAINTAINED UNTIL
ROADWAY IS STONED. ROAD SUBBASE BERM SHALL
BE MAINTAINED UNTIL ROADWAY IS PAVED. SIX INCH
MINIMUM HEIGHT ASPHALT BERM SHALL BE
MAINTAINED UNTIL ROADWAY SURFACE RECEIVES
FINAL COAT.
4. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM
GRAB TENSILE STRENGTH OF 120 LBS, A MINIMUM
BURST STRENGTH OF 200 PSI, AND A MINIMUM
TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER
BAGS SHALL BE CAPABLE OF TRAPPING ALL
PARTICLES NOT PASSING A NO. 40 SIEVE.
5. INLET FILTER BAGS SHALL BE INSPECTED ON A
WEEKLY BASIS AND AFTER EACH RUNOFF EVENT.
BAGS SHALL BE EMPTIED AND RINSED OR REPLACED
WHEN HALF FULL OR WHEN FLOW CAPACITY HAS
BEEN REDUCED SO AS TO CAUSE FLOODING OR
BYPASSING OF THE INLET. DAMAGED OR CLOGGED
BAGS SHALL BE REPLACED. A SUPPLY SHALL BE
MAINTAINED ON SITE FOR REPLACEMENT OF BAGS.
ALL NEEDED REPAIRS SHALL BE INITIATED
IMMEDIATELY AFTER THE INSPECTION. DISPOSE OF
ACCUMULATED SEDIMENT AS WELL AS ALL USED
BAGS ACCORDING TO THE PLAN NOTES.
6. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE
PONDING MAY CAUSE TRAFFIC HAZARDS.
TYPE C INLETSECTION VIEW
PLAN VIEW
EXTEND BERM OVER
CURB IS RUNOFF IS
BYPASSING INLET ON
LANDWARD SIDE
ISOMETRIC VIEW
INSTALLATION DETAIL
INLET GRATE
1 IN. REBAR FOR BAG
REMOVAL FROM INLET
WIDTH
LENGTH
3'
4'
2'
2 IN. X 2 IN. X 3/4 IN.
RUBBER BLOCK
SANDBAG, FILTER LOG,
COMPOST SOCK, OR
FILTER TUBE
EXPANSION RESTRAINT
(1/4 IN. NYLON ROPE)
BERM
1'
MIN. 2:1 MAX
(TYP.)
FLOW
STORM
INLET
TOP OF CURB
CURB
INSTALLATION DETAIL
2 IN. X 2 IN. X 3/4 IN.
RUBBER BLOCK
EXPANSION RESTRAINT
(1/4 IN. NYLON ROPE)
INLET GRATE
1 IN. REBAR FOR BAG
REMOVAL FROM INLET
3'
4'
2'
WIDTH
LENGTH
ISOMETRIC VIEW
EARTHEN BERM TO BE STABILIZED WITH
TEMPORARY OR PERMANENT VEGETATION
FLOW
STORM
INLET
SECTION VIEW
PLAN VIEW
FLOW
2:1 MAX
(TYP.)
3:1
6 IN. MIN.
HEIGHT
BERM
2:1 MAX
FILTER BAG INLET PROTECTION DETAIL - TYPE M & C INLETS
TYPE M INLET
UNDERGROUND UTILITY LINE TRENCH DETAIL
THE TOTAL LENGTH OF EXCAVATED TRENCH OPEN
AT ANY ONE TIME SHOULD NOT BE GREATER THAN
THE TOTAL LENGTH OF PIPELINE/UTILITY LINE
THAT CAN BE PLACED IN THE TRENCH AND
BACK-FILLED IN ONE WORKING DAY.
TOPSOILSUBSOIL
STOCKPILES SHALL BE PLACED
ON THE UP-SLOPE SIDE OF THE
TRENCH. TOPSOIL SHALL BE
STOCKPILED SEPARATELY
FROM SUBSOIL.
NOTE: DURING BACKFILLING, TOPSOIL SHALL BE
REPLACED AT THE TOP OF THE EXCAVATION TO A
DEPTH OF NO LESS THAN THAT REMOVED DURING
THE EXCAVATION.
EDGE OF OPEN TRENCH
FLARED END SECTION/ENDWALL RIP RAP DETAIL
Atw
Rt
0%
CONCRETE
ENDWALL
FLARED END
SECTION
Do
Al
PLAN
Al
PLAN
PROFILE
USE THIS CONFIGURATION FOR ALL
RIP-RAP PLACEMENTS UNLESS
DISCHARGING TO A SWALE. THEN
CONFORM RIP-RAP TO SWALE.
SECTIONSUBGRADE
INSTALL WOVEN GEOTEXTILE
MATERIAL BETWEEN RIP-RAP
AND SUBGRADE
TEMPORARY TRASH RACK FOR PERMANENT STRUCTURE DETAIL BASIN EMERGENCY SPILLWAY DETAIL
NO SCALE
3 FT.
12 IN.
Dl
Cd
WwZ3
Z4
WEIR SECTION Z-Z
Z5
TOP OF EMBANKMENT
EMBANKMENT
INTERIOR
SLOPE
EMBANKMENT
EXTERIOR
SLOPE
Ww
WCE
WTE
WCE
TOE OF
SLOPE
TRM
SIDE
SLOPE Z4
EMERGENCY
SPILLWAY
ANCHOR TRENCH
SIDE
SLOPE Z3
KEY TRENCH
TRENCH END INTO INTERIOR
SLOPE PER MANUFACTURER
TRENCHING DETAILS.
TRM LINING
NON-WOVEN
GEOTEXTILE
KEY TRENCH
SCM
NO.
WEIR LINING CHANNEL DISSIPATOR
Z3
(FT)
Z4
(FT)
TOP
ELEV
WTE
(FT)
CREST
ELEV
WCE
(FT)
WIDTH
Ww
(FT)
TRM
TYPE
STAPLE
PATTERN
Z5
(FT)
DEPTH
Cd
(FT)
LENGTH
DI
(FT)
WIDTH
Dw
(FT)
RIPRAP
SIZE
(R-_)
RIPRAP
THICK.
DRt
(IN)
1 3 3 455.50 454.00 40 S200 E N/A N/A N/A N/A
12"
6"
6"
4"-6"
6"
NOTES:
1. PREPARE SOIL BEFORE INSTALLING TRM, INCLUDING ANY NECESSARY
APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE TRM IN A 6” (15
CM) DEEP X 6” (15CM) WIDE TRENCH WITH APPROXIMATELY 12” (30 CM) OF
TRM EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. USE
SHOREMAX MAT AT THE CHANNEL/CULVERT OUTLET AS SUPPLEMENTAL
SCOUR PROTECTION AS NEEDED. ANCHOR THE TRM WITH A ROW OF
STAPLES AND ANCHORS APPROXIMATELY 12” (30 CM) APART IN THE
BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12” (30
CM) PORTION OF TRM BACK OVER SEED AND COMPACTED SOIL. SECURE
TRM OVER SOIL WITH A ROW OF STAPLES AND ANCHORS SPACED
APPROXIMATELY 12 (30 CM) ACROSS THE WIDTH OF THE TRM.
3. ROLL CENTER TRM IN DIRECTION OF WATER FLOW IN BOTTOM OF
CHANNEL. TRM WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL
SURFACE. ALL TRM MUST BE SECURELY FASTENED TO SOIL SURFACE BY
PLACING STAPLES AND ANCHORS IN APPROPRIATE LOCATIONS AS SHOWN
IN THE FASTENER PATTERN GUIDE.
4. PLACE CONSECUTIVE TRM END-OVER-END (SHINGLE STYLE) WITH A 4” - 6”
(10 CM - 15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4”
(10 CM) APART AND 4” (10 CM) ON CENTER TO SECURE TRM.
5. FULL LENGTH EDGE OF TRM AT TOP OF SIDE SLOPES MUST BE ANCHORED
WITH A ROW OF STAPLES AND ANCHORS APPROXIMATELY 12” (30 CM)
APART IN A 6” (15 CM) DEEP X 6” (15CM) WIDE TRENCH. BACKFILL AND
COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT TRM MUST BE OVERLAPPED APPROXIMATELY 2” - 5” (5 CM - 12.5
CM) (DEPENDING ON TRM TYPE) AND FASTENED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS
RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE
ROW OF STAPLES STAGGERED 4” (10 CM) APART AND 4” (10CM) ON CENTER
OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE TRM MUST BE ANCHORED WITH A ROW OF
STAKES AND ANCHORS APPROXIMATELY 12” (30 CM) APART IN A 6” (15 CM)
DEEP X 6” (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH
AFTER STAPLING.
8 7
4"
2"-5"
4"6"
CRITICAL POINTS
A. Overlaps and Seams B. Projected Water Line C. Channel Bottom/Side Slope
Em be dm en t
(A s D es ign ed
Earth Anchor Detail
4'
1.6'
2'
B C D2"-5" 2"-5" 2"-5"
6' 3.3'
3.3'
3'
3.3' 3.3'1.6'
3' 1.5'
2"-5" 2"-5" 2"-5"
1.15 Anchors per SQ.YD. 1.7 Anchors per SQ.YD. 2.3 Anchors per SQ.YD.
St ee p Sl op es
Sh al lo w
S lo pe s
Slope Gradient Detail
2:1
3:1
1.6'
0.7 Anchors/SQ.YD.
1.15 Anchors/SQ.YD.1.7 Anchors/SQ.YD.
2.3 Anc
ho rs/
SQ.YD.
1:1
CHANNEL INSTALLATION EARTH ANCHOR DETAIL
NO SCALE
5401 St. Wendel - Cynthiana Rd.
Poseyville, IN 47633
PH: 800-772-2040
www.tensarnagreen.com
3.8 Anchors per SQ. YD.
4'
20"
10"
THE PERFORMANCE OF GROUND ANCHORING DEVICES IS HIGHLY DEPENDENT
ON NUMEROUS SITE/PROJECT SPECIFIC VARIABLES. IT IS THE SOLE
RESPONSIBILITY OF THE PROJECT ENGINEER AND/OR CONTRACTOR TO SELECT
THE APPROPRIATE ANCHOR TYPE AND LENGTH. ANCHORING SHALL BE
SELECTED TO HOLD THE MAT IN INTIMATE CONTACT WITH THE SOIL SUBGRADE
AND RESIST PULLOUT IN ACCORDANCE WITH THE PROJECT'S DESIGN INTENT.
· ANCHOR PATTERN GUIDE CAN VARY BASED ON EARTH ANCHOR AND
BLANKET SELECTION.
· IF DESIRED, THE SYSTEM CAN BE SOIL-FILLED AND SODDED AFTER TRM
INSTALLATION. SOD SHOULD BE STAPLED/STAKED ACCORDING TO
PLAN SPECIFICATIONS.
E
A B
C
Staples/Stakes
Earth Anchor
Earth Anchor
Staples/Stakes
Earth Anchor
Earth Anchor
Staples/Stakes
Earth Anchor
Load Bearing PlateTendon
Anchor Head (Load-Locked
Position)
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NO. 4 REBAR
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1 IN X 1 IN X 1/8 IN ANGLE (TYP)
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TRASH RACK*
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12 IN. MIN.
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SEE SECTION DETAIL
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PERMANENT STRUCTURE
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%%USECTION DETAIL
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* TRASH RACK COMPOSED OF 1 IN. X 1 IN. X 1/8 IN. L (TYP.) AND #4 BARS (TYP.) WELDED TO
AutoCAD SHX Text THE ANGLES AND AT EACH INTERSECTION OF THE BARS; #4 BARS SPACED AT HALF THE WIDTH
AutoCAD SHX Text
OF THE OPENING MAX.
AutoCAD SHX Text NOTES: ALL JOINTS SHALL BE WATER TIGHT. CLOGGED OR DAMAGED SPILLWAYS SHALL BE REPAIRED IMMEDIATELY. TRASH AND OTHER DEBRIS SHALL BE REMOVED FROM THE BASIN AND RISER. TRASH RACK MAY BE REMOVED AFTER CONVERSION FROM SEDIMENT BASIN TO PERMANENT STORMWATER BASIN.
AutoCAD SHX Text
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EROSION AND SEDIMENT CONTROL DETAILS
AutoCAD SHX Text
FIELD CREW:
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
BASE MAP:
AutoCAD SHX Text
GJU
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
PL
AutoCAD SHX Text
JDS
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 8/21/26
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROJECT #
AutoCAD SHX Text 004-22-005
AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone:(717) 272-7110 Fax:(717) 272-7348
AutoCAD SHX Text Bethel Township Lebanon County, Pennsylvania
AutoCAD SHX Text located in
AutoCAD SHX Text
FREDERICKSBURG WATER TREATMENT PLANT FILTER BUILDING SITE IMPROVEMENTS
AutoCAD SHX Text for
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AS NOTED
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MOD
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PE074289
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REGISTERED
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PROFESSIONAL
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PAUL LUTZKANIN
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REGISTERED
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ADDENDUM 1
AutoCAD SHX Text 9/18/26
GJU
EROSION AND SEDIMENT POLLUTION CONTROL NARRATIVE
FREDERICKSBURG WATER TREATMENT PLANT
THIS NARRATIVE IS INTENDED TO ACCOMPANY THE EROSION AND SEDIMENT POLLUTION CONTROL PLAN FOR THE PROPOSED PRELIMINARY/FINAL LAND DEVELOPMENT PLAN FOR FREDERICKSBURG WATER TREATMENT PLANT, LOCATED ON THE NORTH SIDE OF U.S. HWY 22 AND SOUTH OF ELIZABETH RUN DRIVE IN BETHEL TOWNSHIP, LEBANON COUNTY. THIS NARRATIVE SHALL BE CONSIDERED A PART OF THE EROSION AND SEDIMENT POLLUTION CONTROL PLAN.
PROJECT DESCRIPTION
THE TOTAL TRACT OF THE PARCEL TO BE DEVELOPED IS APPROXIMATELY 8.73 ACRES. THE TOTAL SITE AND EARTH DISTURBANCE AS PART OF THIS PROJECT IS
4.36 ACRES WHICH INCLUDES DISTURBANCE OFF SITE AS PART OF A UTILITY LINE EXTENSION, WITHOUT THE UTILITY LINE DISTURBANCE INCLUDED AS IT IS EXEMPT FROM STORMWATER CALCULATIONS, THE AREA OF…
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