3-Attachment B Drawings BID SET 9-09-25 (003).pdf

PDF 3 MB Posted Sep 24, 2025

Attached to: Fairmont Street and 23rd Street Water and Sewer Replacement
Solicitation number: Not on record
Issued by: Lehigh County, Pennsylvania

About this file

Written by GovTribe AI · Sep 29, 2025

This document set represents a detailed engineering plan for the Proposed 4 Log Piping Improvements at the 41st Street Well Site in South Whitehall Township, Lehigh County, Pennsylvania, prepared by Spotts, Stevens & McCoy (SSM) engineering firm. The project involves water infrastructure improvements, specifically focusing on piping installations, with engineering drawings and erosion/sedimentation control plans. The documents are currently released for bidding, marked "NOT FOR CONSTRUCTION", and include comprehensive technical specifications for site preparation, piping installation, valve and thrust block details, and environmental management strategies.

The project includes specific technical requirements for water line installation, with detailed provisions for erosion control, seeding, mulching, and environmental due diligence. The engineering plans specify precise installation methods for air release valves, horizontal and vertical thrust blocks, and include comprehensive guidelines for site stabilization, including temporary and permanent seeding protocols. Environmental considerations are paramount, with strict guidelines for clean fill management, sediment control, and compliance with Pennsylvania Department of Environmental Protection regulations. The documents outline specific maintenance protocols, inspection requirements, and potential penalties for non-compliance, emphasizing a rigorous approach to infrastructure development and environmental protection.

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LOW POINTS.

DETAIL

ATTACHMENT B

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AutoCAD SHX Text 30"

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AutoCAD SHX Text San. MH C74C Top 436.65 Inv. 427.18

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AutoCAD SHX Text W.C.S

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AutoCAD SHX Text Planter

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AutoCAD SHX Text O/H Wires

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AutoCAD SHX Text Concrete Walk

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Conc. Walk

AutoCAD SHX Text Sign

AutoCAD SHX Text W.V.

AutoCAD SHX Text Planter

AutoCAD SHX Text Paver Walk

AutoCAD SHX Text Elec. Meter

AutoCAD SHX Text Concrete Walk

AutoCAD SHX Text Sterling Well House No. 1 1 Story Brick Building

AutoCAD SHX Text Metal Lid

AutoCAD SHX Text Metal Lid on Conc. Pad

AutoCAD SHX Text 4" PVC Standpipe

AutoCAD SHX Text Gate Control w/UG Elec.

AutoCAD SHX Text Paved Area

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text 6"

AutoCAD SHX Text 4" PVC Standpipe

AutoCAD SHX Text

(3) Cleanout

AutoCAD SHX Text O/H Wires

AutoCAD SHX Text 1" Waterline

AutoCAD SHX Text O/H Wires

AutoCAD SHX Text San. MH C88A Top 436.73 Inv.(6") 428.58 Inv. 428.25

AutoCAD SHX Text Guy Wire

AutoCAD SHX Text O/H Wires

AutoCAD SHX Text 60'

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5'-5" TYP.

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24" DIP (3)

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24" 90%%D BENDS

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8" DIP

AutoCAD SHX Text 24"x12" RED.

AutoCAD SHX Text 12"x8" RED.

AutoCAD SHX Text 8"x6" RED.

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6" 45%%D BEND

AutoCAD SHX Text 24"x12" RED.

AutoCAD SHX Text 12"x8" RED.

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8" DIP

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8" 45%%D BENDS

AutoCAD SHX Text 8"x6" RED.

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6" GV

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AIR RELEASE MANHOLE

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8" 45%%D BENDS

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SEE DETAIL THIS SHEET

AutoCAD SHX Text Sterling Well House No. 1 1 Story Brick Building

AutoCAD SHX Text Metal Lid on Conc. Pad

AutoCAD SHX Text 8"x6" RED.

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6" 45%%D BEND

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8" DIP

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6" DIP

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6" DIP

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8" DIP

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8" 45%%D BEND

AutoCAD SHX Text 8"x6" RED.

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6" GV

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TIE TO EXISTING TO BE FIELD LOCATED

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TIE TO EXISTING TO BE FIELD LOCATED

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GRAPHIC SCALE

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AutoCAD SHX Text NOTES: 1. ALL PROPOSED PIPE SHALL BE CLASS 52 UNLESS OTHERWISE NOTED. ALL PROPOSED PIPE SHALL BE CLASS 52 UNLESS OTHERWISE NOTED. 2. ALL PIPE FITTINGS SHALL BE CLASS 153, COMPACT MECHANICAL JOINT ALL PIPE FITTINGS SHALL BE CLASS 153, COMPACT MECHANICAL JOINT FITTINGS. 3. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL PROTECT ALL UTILITIES ABOVE AND BELOW GROUND, TO CONTRACTOR SHALL PROTECT ALL UTILITIES ABOVE AND BELOW GROUND, TO UTILITY OWNER'S SATISFACTION AT NO ADDITIONAL COST. 5. ANY UTILITY DISTURBED BY CONTRACTOR SHALL BE RESTORED TO THEIR ANY UTILITY DISTURBED BY CONTRACTOR SHALL BE RESTORED TO THEIR PRE-CONSTRUCTION CONDITION. 6. ALL FITTINGS AND VALVES SHALL UTILIZE MEGALUG JOINT RESTRAINT. ALL FITTINGS AND VALVES SHALL UTILIZE MEGALUG JOINT RESTRAINT. 7. A MINIMUM OF 2 JOINTS ON EACH SIDE OF A FITTING SHALL BE RESTRAINED A MINIMUM OF 2 JOINTS ON EACH SIDE OF A FITTING SHALL BE RESTRAINED WITH FIELD-LOK GASKETS. 8. CONTRACTOR SHALL VERIFY LINE SIZES, ELEVATIONS OF EXISTING WATER LINES CONTRACTOR SHALL VERIFY LINE SIZES, ELEVATIONS OF EXISTING WATER LINES PRIOR TO MAKING CONNECTIONS. 9. ALL EXISTING VALVES NO LONGER IN SERVICE SHALL BE ABANDONED IN PLACE ALL EXISTING VALVES NO LONGER IN SERVICE SHALL BE ABANDONED IN PLACE AND VALVE BOXES SHALL BE REMOVED AT NO ADDITIONAL COST.

AutoCAD SHX Text

THE EARTH'S SURFACE

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NOTIFICATION OF EXCAVATORS, DESIGNERS,

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PENNSYLVANIA ACT 38

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ANYWHERE

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IN THE COMMONWEALTH.

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OR ANY PERSON PREPARING TO DISTURB

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(1991) REQUIRES

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PROJECT SERIAL NUMBER: 20231591355

AutoCAD SHX Text No Scale

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ATTACHMENT B

AutoCAD SHX Text Paved Drive

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AutoCAD SHX Text San. MH C74C Top 436.65 Inv. 427.18

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AutoCAD SHX Text Planter

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AutoCAD SHX Text Elec. Meter

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AutoCAD SHX Text Sterling Well House No. 1 1 Story Brick Building

AutoCAD SHX Text Metal Lid

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AutoCAD SHX Text 4" PVC Standpipe

AutoCAD SHX Text Gate Control w/UG Elec.

AutoCAD SHX Text Paved Area

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text 6"

AutoCAD SHX Text 4" PVC Standpipe

AutoCAD SHX Text

(3) Cleanout

AutoCAD SHX Text O/H Wires

AutoCAD SHX Text 1" Waterline

AutoCAD SHX Text O/H Wires

AutoCAD SHX Text San. MH C88A Top 436.73 Inv.(6") 428.58 Inv. 428.25

AutoCAD SHX Text Guy Wire

AutoCAD SHX Text O/H Wires

AutoCAD SHX Text 60'

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5'-5" TYP.

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24" DIP (3)

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24" 90%%D BENDS

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8" DIP

AutoCAD SHX Text 24"x12" RED.

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6" 45%%D BEND

AutoCAD SHX Text 24"x12" RED.

AutoCAD SHX Text 12"x8" RED.

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8" DIP

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8" 45%%D BENDS

AutoCAD SHX Text 8"x6" RED.

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6" GV

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AIR RELEASE MANHOLE

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8" 45%%D BENDS

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SEE DETAIL THIS SHEET

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LIMIT OF DISTURBANCE

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NOTE: TRUCKS SHALL BE REQUIRED TO WASH DOWN WHEELS PRIOR TO EXITING SITE

AutoCAD SHX Text Scale 1"=20'

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GRAPHIC SCALE

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THE EARTH'S SURFACE

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NOTIFICATION OF EXCAVATORS, DESIGNERS,

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PENNSYLVANIA ACT 38

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ANYWHERE

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IN THE COMMONWEALTH.

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OR ANY PERSON PREPARING TO DISTURB

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(1991) REQUIRES

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PROJECT SERIAL NUMBER: 20231591355

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LOCATION MAP SCALE:1"=1000'

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SITE

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%%UE & S PLAN PREPARER:

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ROMA CORP. CENTER

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1605 N. CEDAR CREST BLVD, SUITE 106

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(610) 849-9700

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ALLENTOWN, PA 18104

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SSM GROUP, INC.

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JASON M. NEWHARD

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%%UE & S LEGEND

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LIMITS OF DISTURBANCE - 0.191 ACRES

AutoCAD SHX Text THE PROJECT SITE IS NOT LOCATED WITHIN ANY FLOOD PLAIN AREAS AS PER FEMA PANEL NUMBER 42077C0233F, EFF. 7-16-04.

AutoCAD SHX Text DATUM NOTE - COORDINATES ARE BASED ON NORTH AMERICAN DATUM OF 1983 AND ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988, OBTAINED BY A VIRTUAL REFERENCE SPATIAL SYSTEM.

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TOPSOIL

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ROADFILL

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WATERWAY

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SITE

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BUILDING

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SOIL CONDITIONS FOR CONSTRUCTION

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FROST

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HEAVING

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(LOW/HIGH)

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DEPTH OF

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WATERTABLE

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(FEET)

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YES/NO

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GRADING

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WINTER

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COMPONENT

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HYDRIC

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SUITABILITY

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HYDRIC

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SLOPE %

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TEXTURE

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SYMBOL

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SOIL

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NAME

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SOILS INFORMATION FACT SHEET

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HYDROLOGIC

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SOIL GROUP

AutoCAD SHX Text NOTES: 1. BECAUSE OF THE POSSIBLE SEASONALLY HIGH WATER TABLE ON SITE, A SEDIMENT FILTER BAG WILL BE USED TO FILTER ALL PUMPED WATER. 2. DUE TO THE NATURAL CHARACTERISTICS OF THE SOILS ON THIS SITE, THE POTENTIAL FOR SINKHOLES EXISTS. REMEDIATION OF ENCOUNTERED SINKHOLES SHALL BE DONE IN ACCORDANCE WITH THE DETAILS SHOWN ON W.2-56.

AutoCAD SHX Text

AutoCAD SHX Text WgB2

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WASHINGTON SILT LOAM

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AutoCAD SHX Text 3'+

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FAIR

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LOW/MEDIUM

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SINKS

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POOR/FAIR

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GOOD

AutoCAD SHX Text Soils from Lehigh County Soil Survey: Soil Type for Entire Site: WgB2, Washington Silt Loam, 3-8% slopes, moderately eroded

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FILTER SOCK

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AutoCAD SHX Text S

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AutoCAD SHX Text Exist. Water Lateral

AutoCAD SHX Text Exist. Utility Pole & Pole w/Guy

AutoCAD SHX Text Exist. Water Line

AutoCAD SHX Text Exist. Storm Sewer Line

AutoCAD SHX Text Exist. Sanitary Line

AutoCAD SHX Text Exist. Light Pole

AutoCAD SHX Text W

AutoCAD SHX Text Exist. Water Valve

AutoCAD SHX Text Exist. Sign

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%%ULEGEND

AutoCAD SHX Text Exist. Right-Of-Way Line

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18" CPP

AutoCAD SHX Text Inlet

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AutoCAD SHX Text San. MH

AutoCAD SHX Text Tele. MH

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AutoCAD SHX Text Exist. Fire Hydrant

AutoCAD SHX Text Exist. Telephone Manhole

AutoCAD SHX Text Exist. Sanitary Manhole

AutoCAD SHX Text Exist. Storm Sewer Inlet

AutoCAD SHX Text Exist. Tree

AutoCAD SHX Text Exist. Property Line

AutoCAD SHX Text Exist. Curb

AutoCAD SHX Text Exist. Gas Line (Approx. Loc.)

AutoCAD SHX Text G

AutoCAD SHX Text Exist. Underground Electric Line

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AutoCAD SHX Text Exist. Water Curb Stop

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AutoCAD SHX Text Exist. Gas Valve

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AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text Exist. Underground Telephone Line

AutoCAD SHX Text Tel

AutoCAD SHX Text S

AutoCAD SHX Text Existing Features Have Slanted Text Labels

AutoCAD SHX Text Exist. 5' Contour

AutoCAD SHX Text Exist. 1' Contour

AutoCAD SHX Text Exist. Overhead Wires

AutoCAD SHX Text OH Wires

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PROPOSED FEATURES HAVE VERTICAL TEXT LABLES

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PROPOSED WATER LINE

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SOIL STOCKPLIE

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LOCATED ON THE DOWNHILL SIDE OF THE PILE.

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NO SCALE

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2 (TYP.)

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35' MAX.

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EXISTING

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GRADE

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AND SLOPES MUST BE 2:1 OR FLATTER. FILTER FENCE SHALL BE

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UPON STOCKPILING. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET

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STRIP AND STOCKPILE TOPSOIL. SEED THE TOPSOIL PILES IMMEDIATELY

AutoCAD SHX Text %%u TYPICAL SOIL STOCKPILE

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NO SCALE

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%%U FILTREXX SILTSOXX DETAIL

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%%UPLAN VIEW

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STAKE ON 10'

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LINEAL SPACING

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%%USECTION

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%%UPLAN VIEW

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WATER FLOW

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WATER FLOW

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AREA TO BE

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PROTECTED

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FILTREXX

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COMPOST

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WORK AREA

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WOODEN STAKE

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SILTSOXX

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AREA TO BE

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PROTECTED

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WORK AREA

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FILTREXX

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SILTSOXX

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(12"-18" TYP.)

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STAKE ON 10'

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LINEAL SPACING

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UPSLOPE

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DOWNSLOPE

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FILTREXX

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COMPOST

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SILTSOXX

AutoCAD SHX Text NOTES: 1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS. 2. SILTSOXX COMPOST/SOIL/ROCK/SEED FILL TO MEET APPLICATION REQUIREMENTS. 3. SILTSOXX 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 ENGINEER.

AutoCAD SHX Text NOTES: 1. Filtrexx SiltSoxx are to be used in any area requiring sediment or erosion control where runoff is in the form of sheet flow or in areas that silt fence is normally considered acceptable. 2. Filtrexx SiltSoxx may be used on frozen ground; on pavement; on hard compact ground, and in areas where trenching is not allowed due to it causing additional sediment disturbing activities. 3. Place SiltSoxx on level contours to assist in dissipating flow into sheet flow rather than concentrated flows. Do not construct Soxx that concentrate runoff or channel water. Sheet flow of water should be perpendicular to the SiltSoxx at impact and relatively un-concentrated. 4. When possible, place SiltSoxx at 5' or greater distance away from the toe of the slopes in order for the water coming from the slopes to maximize space available for sediment deposit. 5. In order to prevent water flowing around the ends of SiltSoxx, the ends of the SiltSoxx must be constructed pointing upslope so the ends are at a higher elevation. Be sure to stake the ends of the Soxx to prevent movement during high flow events. 6. For permanent areas, seeded SiltSoxx allow vegetation to be established directly in the sock and immediately in front and back of the sock at a distance of 5 feet. 7. Sheet flow and runoff should not exceed height of SiltSoxx capacity in most storm events. If overflow of the Soxx is a possibility, larger Soxx should be constructed, or other possible sediment control tools may be used. Alternatively, a second set of Soxx may be constructed or used in combination with compost blankets to prevent sediment from moving. 8. Filtrexx SiltSoxx should be regularly inspected to make sure they hold their shape and are producing adequate flow through. If ponding becomes excessive, and sediment reaches the top of the Soxx, additional Soxx should be added in areas without disturbance of soil or collected sediment. 9. When construction is completed on site, the Soxx may be dispersed with a loader, rake, bulldozer or other device to be incorporated in the soil or left on top of the soil for final seeding to occur. The mesh netting material will be collected and disposed of in normal trash container or removed by the contractor. In cases where biodegradable or photodegradable products are used, they may be left on site at the direction of the engineer.

SUPPLIER INFO: GARDENIQUE LANDSCAPING 3234 ROUTE 309, BOX 340 OREFIELD, PA 18069

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SOILS INFORMATION

ACCORDING TO THE LEHIGH COUNTY SOIL SURVEY, SITE SOIL FOR THE ENTIRE

PROJECT SITE IS SHOWN ON THE PLANS.

LAND USES: PAST, PRESENT, AND PROPOSED

THE PROJECT SITE, AS IT IS TODAY, WILL REMAIN THE SAME AFTER

CONSTRUCTION ACTIVITIES ARE COMPLETED.

RECEIVING WATERS OF THE COMMONWEALTH CH. 93 CLASSIFICATION

THE PROJECT SITE DRAINS TO THE LITTLE LEHIGH CREEK, WHICH IS

CLASSIFIED AS HQ-CWF AND MF (HIGH QUALITY COLD WATER FISHES AND

MIGRATORY FISHES) ACCORDING TO PA CHAPTER 93 WATER QUALITY

STANDARDS. THE PROJECT SITE IS NOT LOCATED WITHIN ANY FEMA

FLOODPLAIN.

DESCRIPTION OF BMPS

BMPS USED PRIOR TO CONSTRUCTION

PRIOR TO THE START OF CONSTRUCTION, A STAGING AREA WILL BE

ESTABLISHED IN A LOCATION MUTUALLY AGREED UPON BY THE CONTRACTOR

AND THE OWNER. THE STAGING AREA SHALL BE MAINTAINED IN AN ORDERLY

FASHION AND WILL BE REQUIRED TO INSTALL ALL NECESSARY BMP MEASURES

IN ORDER TO ALLOW NON-SEDIMENT LADEN RUNOFF FROM THE STAGING

AREA. ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AS INDICATED

ON THE PLANS.

BMPS USED DURING CONSTRUCTION

DURING CONSTRUCTION, ALL EROSION AND SEDIMENTATION CONTROLS SHALL

BE INSTALLED IN ACCORDANCE WITH THE DETAILS AND SPECIFICATIONS

PROVIDED ON THE PLANS AND IN THIS REPORT. ALL EROSION AND

SEDIMENTATION CONTROLS SHALL BE INSTALLED AND STABILIZED PRIOR TO

SITE DISTURBANCE AND CONSTRUCTION. THE FOLLOWING TEMPORARY

CONTROL MEASURES WILL BE USED DURING CONSTRUCTION ACTIVITIES:

1. FILTER BAG INLET PROTECTION.

2. PUMPED WATER FILTER BAG.

BMPS USED AFTER CONSTRUCTION

AFTER ALL CONSTRUCTION ACTIVITIES ARE COMPLETE, ALL REMAINING

DISTURBED AREAS WILL BE STABILIZED WITH PERMANENT SEEDING. AFTER

FINAL STABILIZATION (MINIMUM UNIFORM 70% PERENNIAL VEGETATION COVER

OR PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO

RESIST ACCELERATED EROSION AND SEDIMENTATION) HAS BEEN ACHIEVED,

THE CONTRACTOR MUST REMOVE ALL TEMPORARY EROSION AND

SEDIMENTATION CONTROLS. ANY AREAS THAT ARE DISTURBED DURING

REMOVAL OF THE TEMPORARY CONTROL MEASURES MUST BE STABILIZED

IMMEDIATELY. ALL PERMANENT CONTROL MEASURES USED AFTER

CONSTRUCTION SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS AND

SPECIFICATIONS PROVIDED ON THE PLANS AND IN THIS REPORT. THE

FOLLOWING PERMANENT CONTROL MEASURES WILL BE USED AFTER

CONSTRUCTION:

1. PERMANENT RESTORATION.

STAGING OF EARTHMOVING ACTIVITIES

GENERAL COMMENTS

1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION

AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROLS

PROPOSED FOR THIS PROJECT. EROSION AND SEDIMENT CONTROLS

SHALL BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE

DISTURBANCE WITHIN THE TRIBUTARY AREAS OF THOSE CONTROLS.

2. A COPY OF THE EROSION & SEDIMENT CONTROL PLANS SHALL BE

POSTED AT THE CONSTRUCTION SITE IN ACCORDANCE WITH

PENNSYLVANIA STATE LAW.

3. THE GENERAL CONTRACTOR SHALL NOTIFY THE BERKS COUNTY

CONSERVATION DISTRICT AT LEAST 72 HOURS PRIOR TO THE START OF

CONSTRUCTION.

4. ALL CONSTRUCTION VEHICLES SHALL BE ADEQUATELY CLEANED OF ALL

SEDIMENT PRIOR TO LEAVING THE SITE VIA THE MACADAM ROAD

SURFACE. OTHERWISE, ALL CONSTRUCTION VEHICLES SHALL LEAVE THE

SITE VIA A FLATBED TRAILER AND SHALL BE LOADED WITHIN THE LIMITS

OF DISTURBANCE. THE FLATBED TRAILER SHALL REMAIN ON THE

MACADAM ROAD SURFACE AT ALL TIMES.

5. CONSTRUCTION SHALL REMAIN WITHIN THE LIMITS OF DISTURBANCE

UNTIL THE WORK IS STABILIZED. AT NO TIME SHALL CONSTRUCTION

VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF

DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS

MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND

GRUBBING OPERATIONS BEGIN.

6. AREAS UTILIZED FOR CONSTRUCTION STAGING AND LAY DOWN SHALL BE

STABILIZED AT ALL TIMES DURING CONSTRUCTION.

7. ALL STRIPPING OF VEGETATION, GRADING, FILLING AND EXCAVATION

SHALL BE DONE IN SUCH A WAY AS TO MINIMIZE EROSION. WHEREVER

NOTED ON THE PLANS, NATURAL VEGETATION SHALL BE RETAINED,

PROTECTED AND SUPPLEMENTED. DISTURBED AREAS SHALL BE KEPT TO

A PRACTICAL MINIMUM AND STABILIZED AS QUICKLY AS POSSIBLE IN

ACCORDANCE WITH THE TEMPORARY OR PERMANENT MEASURES

OUTLINED IN THE SEEDING AND MULCHING SCHEDULES.

8. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF

TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS, AND OTHER

OBJECTIONABLE MATERIAL.

9. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE

STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE

AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL

EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH

STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN

DRAWINGS. STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET.

STOCKPILE SLOPES SHALL BE 2H:1V OR FLATTER. STOCKPILES SHALL BE

STABILIZED IMMEDIATELY.

10. ALL CONSTRUCTED AND DISTURBED SLOPES (3:1 OR STEEPER) SHALL BE

SEEDED AND STABILIZED WITH EROSION CONTROL BLANKET.

11. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO

EXCEED 9 INCHES IN THICKNESS.

12. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS,

SOD, OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD

INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE

MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. FILL SHALL NOT

BE PLACED ON SATURATED OR FROZEN SURFACES.

13. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN

APPROVED BY A COUNTY CONSERVATION DISTRICT OR DEP FULLY

IMPLEMENTED PRIOR TO BEING ACTIVATED.

14. SEDIMENT REMOVED FROM EROSION AND SEDIMENT CONTROLS MAY BE

USED AS TOPSOIL, IF SUITABLE, OR SHALL BE PROPERLY DISPOSED OF IN

LANDSCAPED AREAS OUTSIDE OF STEEP SLOPES, WETLANDS,

FLOODPLAINS AND DRAINAGE SWALES, OR DISPOSED OF LEGALLY,

OFFSITE.

15. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM

DEPTH OF 4 INCHES PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE

VEGETATED SHALL HAVE A MINIMUM 6 INCHES OF TOPSOIL IN PLACE

PRIOR TO SEEDING AND MULCHING. FILL 3:1 OR GREATER SHALL HAVE A

MINIMUM OF 2 INCHES OF TOPSOIL.

16. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A DIRT

BAG FILTRATION DEVICE (I.E.: PUMPED WATER FILTER BAG), OR

EQUIVALENT SEDIMENT REMOVAL FACILITY, OVER STABILIZED AREAS

DOWNSTREAM OF ANY EARTH DISTURBANCE. DISCHARGE POINTS

SHOULD BE ESTABLISHED TO PROVIDE FOR MAXIMUM DISTANCE TO

ACTIVE WATERWAYS.

17. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE

HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION

FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

18. STORMWATER RUNOFF SHALL BE PREVENTED FROM ENTERING STORM

SEWER FACILITIES VIA AN OPEN TRENCH. IF ANY EMERGENCY

REPAIRS/REPLACEMENT OF STORM SEWER FACILITIES MUST OCCUR,

RUNOFF SHALL BE PREVENTED FROM ENTERING THE FACILITIES AT THE

POINTS OF REPAIR/REPLACEMENT.

19. UPON REDUCTION, LOSS OR FAILURE OF THE EROSION AND SEDIMENT

CONTROLS, IMMEDIATE ACTION SHALL BE TAKEN TO RESTORE THE

CONTROLS OR PROVIDE AN ALTERNATIVE METHOD OF CONTROL.

20. WHERE EROSION AND SEDIMENT CONTROLS ARE FOUND TO BE

INOPERATIVE OR INEFFECTIVE DURING AN INSPECTION, OR ANY OTHER

TIME, THE GENERAL CONTRACTOR SHALL IMMEDIATELY CONTACT THE

BERKS COUNTY CONSERVATION DISTRICT, BY PHONE OR PERSONAL

CONTACT, FOLLOWED BY THE SUBMISSION OF A WRITTEN REPORT

WITHIN FIVE (5) DAYS OF THE INITIAL CONTACT.

21. IN THE EVENT THAT ARCHEOLOGICAL ARTIFACTS ARE DISCOVERED, THE

GENERAL CONTRACTOR SHALL ENSURE PROTECTION AND REPORT THE

DISCOVERY TO THE OWNER AND THE DIRECTOR OF THE BUREAU OF

HISTORIC PRESERVATION, HISTORICAL AND MUSEUM COMMISSION, P.O.

BOX 1026, HARRISBURG, PA 17120.

22. IF SINKHOLES ARE ENCOUNTERED DURING CONSTRUCTION, THE OWNER

SHALL RETAIN THE SERVICES OF A QUALIFIED GEOLOGIST OR

GEOTECHNICAL ENGINEER FOR THEIR PROFESSIONAL OPINION AND

REMEDIAL RECOMMENDATIONS.

23. ANY AND ALL SEDIMENT TRACKED ONTO ADJACENT ROADS OR PARKING

AREAS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION

AREA, BY THE END OF EACH WORKING DAY. REMOVAL MAY BE

COMPLETED THROUGH USE OF MECHANICAL OR HAND TOOLS, BUT

SEDIMENT SHALL NEVER BE WASHED OFF THE ROAD SURFACE WITH

WATER.

24. UPON TEMPORARY CESSATION OF AN EARTH DISTURBANCE OR ANY

STAGE OR PHASE OF AN ACTIVITY WHERE A CESSATION OF EARTH

DISTURBANCE ACTIVITIES EXCEED 4 DAYS, THE SITE SHALL BE

IMMEDIATELY SEEDED, MULCHED, OR OTHERWISE PROTECTED FROM

ACCELERATED EROSION AND SEDIMENTATION PENDING FUTURE EARTH

DISTURBANCE ACTIVITIES.

25. UPON COMPLETION OF AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE

OR PHASE OF AN ACTIVITY, THE OPERATOR SHALL IMMEDIATELY

STABILIZE THE DISTURBED AREAS SO AS TO PROTECT FROM

ACCELERATED EROSION. DURING NON-GERMINATING PERIODS, MULCH

MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH

ARE NOT AT FINISHED GRADE AND WHICH WILL BE RE-DISTURBED WITHIN

1 YEAR MAY BE STABILIZED IN ACCORDANCE WITH TEMPORARY SEEDING

SPECIFICATIONS. DISTURBED AREAS, WHICH ARE EITHER AT FINISHED

GRADE OR WILL NOT BE RE-DISTURBED WITHIN 1 YEAR, MUST BE

STABILIZED IN ACCORDANCE WITH PERMANENT SEEDING

SPECIFICATIONS.

26. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND

PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER

AND/OR OPERATORS SHALL CONTACT THE BERKS COUNTY

CONSERVATION DISTRICT FOR A FINAL INSPECTION PRIOR TO THE

REMOVAL OF TEMPORARY EROSION AND SEDIMENT CONTROLS.

27. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL

STABILIZATION WHEN IT HAS A MINIMUM OF 70% UNIFORM PERENNIAL

VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER

WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE

EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST

SLIDING OR OTHER MOVEMENTS. AFTER FINAL SITE STABILIZATION HAS

BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT CONTROLS

SHALL BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE

CONTROLS SHALL BE STABILIZED IMMEDIATELY.

28. ALTERNATE PRODUCTS TO THOSE SPECIFIED ON THE DRAWINGS MUST

BE REVIEWED AND APPROVED AS EQUAL BY THE OWNER, ENGINEER AND

CONSERVATION DISTRICT.

29. THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE OR DISPOSE

OF ALL BUILDING MATERIALS AND WASTES IN ACCORDANCE WITH THE

DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA

CODE 260.1 ET SEQ., 271.1 E. SEQ. AND 287.1 ET SEQ.

30. BEFORE DISPOSING OF SOIL OR RECEIVING BORROW FOR THE SITE, THE

OPERATOR SHALL ASSURE THAT EACH SPOIL OR BORROW AREA HAS AN

EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE GOVERNING

CONSERVATION DISTRICT, AND WHICH IS BEING IMPLEMENTED AND

MAINTAINED IN ACCORDANCE WITH CHAPTER 102 REGULATIONS. THE

OPERATOR SHALL NOTIFY THE BERKS COUNTY CONSERVATION DISTRICT

IN WRITING OF ALL RECEIVING SPOIL AND BORROW AREAS ONCE THEY

HAVE BEEN IDENTIFIED.

31. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS

TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE

REPLACED BY ANOTHER BMP APPROVED BY THE BERKS COUNTY

CONSERVATION DISTRICT OR DEP.

32. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT

SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR

FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE

OF E&S BMPS 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

PENNSYLVANIA CLEAN STREAMS LAW. 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.

CONSTRUCTION SEQUENCE

ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH

THE FOLLOWING SEQUENCE. EACH STAGE SHALL BE COMPLETED IN

COMPLIANCE WITH CHAPTER 102 REGULATIONS BEFORE ANY FOLLOWING

STAGE IS INITIATED. THE GENERAL CONTRACTOR SHALL TAKE INTO ACCOUNT

THE LOCAL WEATHER FORECAST PRIOR TO BEGINNING ANY EXCAVATION

ACTIVITIES.

DEVIATION FROM THAT SEQUENCE MUST BE APPROVED BY THE BERKS

COUNTY CONSERVATION DISTRICT OR BY THE DEPARTMENT PRIOR TO

IMPLEMENTATION. EACH STEP OF THE SEQUENCE SHALL BE COMPLETED

BEFORE PROCEEDING TO THE NEXT STEP, EXCEPT WHERE NOTED.

AT LEAST SEVEN (7) DAYS BEFORE STARTING ANY EARTH DISTURBANCE

ACTIVITIES, THE OPERATOR SHALL CONTACT ALL CONTRACTORS INVOLVED IN

THOSE ACTIVITIES, THE LANDOWNER, ALL APPROPRIATE MUNICIPAL OFFICIALS,

THE EROSION AND SEDIMENT CONTROL PLAN PREPARER, AND A

REPRESENTATIVE OF THE BERKS COUNTY CONSERVATION DISTRICT TO

SCHEDULE AN ON-SITE PRECONSTRUCTION MEETING. ALSO, AT LEAST THREE

(3) DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL

CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE

PENNSYLVANIA ONE CALL SYSTEM, INC. AT 1-800-242-1776 FOR BURIED

UTILITIES LOCATION.

1. DUE TO THE NATURE OF THIS PROJECT, NO ROCK CONSTRUCTION

ENTRANCES ARE PROPOSED. INSTEAD, ALL CONSTRUCTION VEHICLES

SHALL LEAVE THE SITE VIA A FLATBED TRAILER AND SHALL BE LOADED

WITHIN THE LIMITS OF DISTURBANCE. ALL CONSTRUCTION VEHICLES

SHALL BE ADEQUATELY CLEANED OF ALL SEDIMENT PRIOR TO LEAVING

THE LIMIT OF DISTURBANCE. THE FLATBED TRAILER SHALL REMAIN ON

THE MACADAM ROAD SURFACE AT ALL TIMES.

2. DELINEATE AND MARK THE LIMIT OF DISTURBANCE (I.E. SURVEY STAKES,

POST AND ROPE, ORANGE CONSTRUCTION FENCE, ETC.). ALL

CONSTRUCTION ACTIVITIES SHALL REMAIN WITHIN THIS LIMIT AT ALL

TIMES.

3. INSTALL FILTER BAG INLET PROTECTION, AS INDICATED.

4. COMMENCE EXCAVATION AND WATER LINE INSTALLATION. EXCAVATE

TRENCH TO PROPOSED ELEVATION. THE QUANTITY OF EXCAVATION

COMPLETED IN ONE (1) DAYS' TIME SHALL BE LIMITED TO THE AMOUNT OF

PIPING WHICH CAN BE INSTALLED IN ONE (1) WORKING DAYS' TIME

PERIOD. ALL EXCAVATED MATERIALS SHALL BE DEPOSITED UPSLOPE OF

THE TRENCH. AS SOON AS THE PIPE IS INSTALLED, PLACE DESIGNATED

DIRECT COVER AND DESIGNATED TRENCH BACKFILL, AND RESTORE

TRENCH TO NEAR ORIGINAL ELEVATION. BACKFILL TRENCH AT END OF

EACH WORK DAY. INITIAL GRADE MAY BE SLIGHTLY LOWER THAN

SURROUNDING ELEVATIONS TO MINIMIZE RUNOFF. IN THE EVENT

EXCESS FILL REMAINS AFTER BACKFILLING AND COMPACTION IS

COMPLETED, STOCKPILE SOIL AND INSTALL SILT FENCE DOWNSLOPE OF

STOCKPILE AREA. TEMPORARILY STABILIZE STOCKPILE. TEMPORARY

STOCKPILES SHALL BE LOCATED WITHIN THE LIMIT OF DISTURBANCE. AT

EARLIEST CONVENIENCE, DISPOSE OF EXCESS FILL LEGALLY OFFSITE.

5. BACKFILL ANY SETTLED AREAS OF THE TRENCH TO MATCH

SURROUNDING GRADES. PERMANENTLY STABILIZE DISTURBED AREAS.

6. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY

EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED. AREAS

DISTURBED DURING REMOVAL OF THE CONTROLS SHALL BE STABILIZED

IMMEDIATELY. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED

FINAL STABILIZATION WHEN IT HAS A MINIMUM OF 70% UNIFORM

PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT

NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST

ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS

SUFFICIENT TO RESIST SLIDING OR OTHER MOVEMENTS.

BMP MAINTENANCE AND OPERATION PROGRAM

1. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE COMPLETE

CONSTRUCTION, STABILIZATION AND MAINTENANCE OF ALL EROSION AND

SEDIMENT CONTROL FACILITIES.

2. STOCKPILES OF WOOD CHIPS, CRUSHED STONE, AND OTHER MULCHES

SHALL BE READILY AVAILABLE AT THE PROJECT SITE AT ALL TIMES.

3. UNTIL THE SITE HAS ACHIEVED FINAL STABILIZATION, THE GENERAL

CONTRACTOR SHALL PROPERLY IMPLEMENT, OPERATE AND MAINTAIN

ALL EROSION AND SEDIMENT CONTROLS. MAINTENANCE SHALL INCLUDE

INSPECTIONS OF ALL EROSION AND SEDIMENT CONTROLS FOR

CONDITION AND INTEGRITY AFTER EACH STORM EVENT, AND ON A

WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK,

INCLUDING CLEANOUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING,

REMULCHING, AND RENETTING SHALL BE PERFORMED IMMEDIATELY. A

WRITTEN REPORT MUST BE COMPLETED TO DOCUMENT EACH

INSPECTION AND ALL BMP REPAIR, REPLACEMENT, AND MAINTENANCE

ACTIVITIES. EROSION AND SEDIMENT CONTROLS SHALL BE MAINTAINED

IN THE FOLLOWING MANNER:

FILTER BAG INLET PROTECTION:

A. FILTER BAGS SHALL TRAP ALL PARTICLES LARGER THAN 150

MICRONS.

B. INSTALL FILTER BAGS ACCORDING TO THE MANUFACTURER'S

SPECIFICATIONS.

C. INSPECT INLET FILTER BAGS ON A WEEKLY BASIS AND AFTER EACH

RUNOFF EVENT.

D. REMOVE SEDIMENT FROM INLET FILTER BAGS AFTER EACH STORM

EVENT, OR WHEN THE DISTANCE BETWEEN THE GRATE AND THE

SEDIMENT LEVEL IS REDUCED TO 18".

E. CLEAN AND/OR REPLACE FILTER BAGS WHEN THE BAG IS ONE-HALF

FULL.

F. REPLACE DAMAGED FILTER BAGS.

G. COMPLETE NEEDED REPAIRS IMMEDIATELY AFTER THE INSPECTION.

PUMPED WATER FILTER BAG:

A. FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE

MATERIAL WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE

SEAMS.

B. GEOTEXTILE MATERIAL SHALL BE CAPABLE OF TRAPPING

PARTICLES LARGER THAN 150 MICRONS.

C. REPLACE FILTER BAGS WHEN THEY BECOME ONE-HALF FULL.

D. PLACE BAGS ON 6" AASHTO #57 STONE IN A WELL-VEGETATED

AREA.

E. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%.

4. IF CONCENTRATED FLOWS ARE IDENTIFIED THAT ARE NOT ADDRESSED IN

THIS REPORT, THE APPROPRIATE STEPS SHALL BE TAKEN TO MITIGATE

THE CONDITION. CHANGES TO THE DESIGN, CONFIGURATION OR TIMING

OF ELEMENTS DESCRIBED IN THIS REPORT MUST BE REPORTED TO THE

APPROPRIATE REGULATORY AUTHORITIES. THE FOLLOWING

INSTRUCTIONS SHALL BE FOLLOWED:

A. SHOULD UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING

CONSTRUCTION, THE APPROPRIATE ACTION SHALL BE TAKEN TO

REMEDY SUCH CONDITIONS AND TO PREVENT DAMAGE TO

ADJACENT PROPERTIES AS A RESULT OF INCREASED RUNOFF

AND/OR SEDIMENT DISPLACEMENT. STOCKPILES OF WOOD CHIPS,

CRUSHED STONE AND OTHER MULCHES SHALL BE HELD ONSITE TO

DEAL IMMEDIATELY WITH EMERGENCY PROBLEMS OF EROSION.

B. THE GENERAL CONTRACTOR IS ADVISED TO BECOME THOROUGHLY

FAMILIAR WITH THE PROVISIONS OF APPENDIX 64, EROSION

CONTROL RULES AND REGULATIONS, TITLE 25, PART 1,

DEPARTMENT OF ENVIRONMENTAL PROTECTION, SUB-PART C,

PROTECTION OF NATURAL RESOURCES, ARTICLE III, WATER

RESOURCES, CHAPTER 102, EROSION CONTROL.

C. A COPY OF THIS EROSION AND SEDIMENT CONTROL REPORT AND

PLANS SHALL BE POSTED AT THE CONSTRUCTION SITE IN

ACCORDANCE WITH PENNSYLVANIA STATE LAW.

PROCEDURES FOR DISPOSAL OF MATERIALS

POTENTIAL CONSTRUCTION WASTES ANTICIPATED FROM THIS PROJECT

INCLUDE BUT ARE NOT LIMITED TO: TOPSOIL/FILL MATERIAL, BUILDING

MATERIALS, AND EXCAVATED ROCK. ALL BUILDING MATERIALS AND WASTES

SHALL BE REMOVED FROM THE SITE, RECYCLED, OR DISPOSED OF IN

ACCORDANCE WITH THE DEPARTMENT OF SOLID WASTE MANAGEMENT

REGULATIONS AT 25 PA CODE 260.1 ET SEQ., 271.1 ET SEQ., AND 287.1 ET SEQ.

EXCAVATED MATERIAL SHALL BE PLACED DIRECTLY INTO CONSTRUCTION

VEHICLES. ANY SOIL OR ROCK THAT IS REMOVED FROM THE SITE WILL

REQUIRE A SEPARATE EROSION AND SEDIMENTATION CONTROL PLAN

PROVIDED BY THE CONTRACTOR. ALL SOILS REMOVED FROM AN E&S BMP

DURING ROUTINE MAINTENANCE SHALL BE REMOVED FROM THE PROJECT

AREA AND TAKEN AS SOIL STOCKPILE TO THE OFF-SITE STOCKPILE AREA.

GEOLOGIC CONDITIONS WITH POTENTIAL TO CAUSE POLLUTION

BASED ON SITE GEOLOGY, THERE ARE NO KNOWN GEOLOGIC CONDITIONS

WITH THE POTENTIAL TO CAUSE POLLUTION.

POTENTIAL THERMAL IMPACTS

SINCE THIS PROJECT ONLY INCLUDES TRENCHING FOR A WATER LINE

INSTALLATION, THERE IS NO POTENTIAL FOR THERMAL IMPACTS ON SURFACE

WATERS DURING OR AFTER CONSTRUCTION.

SEEDING AND MULCHING SCHEDULES

1. TEMPORARY SEEDING

A. TEMPORARY SEEDING SHALL BE DONE IN DISTURBED AREAS

WHERE NO ACTIVE WORK WILL BE PERFORMED. ANY DISTURBED

AREA ON WHICH ACTIVITY HAS CEASED MUST BE SEEDED AND

MULCHED IMMEDIATELY.

B. DURING NON-GERMINATING PERIODS, ONLY MULCH SHOULD BE

APPLIED AT THE RECOMMENDED RATES.

C. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND

WHICH WILL BE RE-DISTURBED WITHIN ONE (1) YEAR MAY BE

SEEDED AND MULCHED WITH A QUICK GROWING TEMPORARY SEED

MIXTURE.

D. DISTURBED AREAS WHICH ARE EITHER AT FINISHED GRADE OR

WILL NOT BE DISTURBED AGAIN WITHIN ONE (1) YEAR MUST BE

SEEDED WITH A PERMANENT SEED MIXTURE AND MULCHED.

E. TEMPORARY SEEDING STEPS:

(1) APPLY AGRICULTURAL LIMESTONE OR HYDRATED LIME AT A

RATE OF ONE (1) TON PER ACRE.

(2) APPLY FERTILIZER AT THE APPLICATION RATE OF 50-50-50

(N-P2O5-K2O) POUNDS PER ACRE (LBS./ACRE).

(3) WORK THE LIMESTONE AND FERTILIZER INTO THE SOIL.

(4) UTILIZE THE FOLLOWING SEEDING TYPES, RATES AND TIME

SCHEDULE:

TEMPORARY SEEDING

SEASON RATE TYPE

MARCH 1 TO AUGUST 15 40 LBS./ACRE ANNUAL RYEGRASS

AUGUST 16 TO OCTOBER 15 168 LBS./ACRE WINTER RYE

(5) APPLY HAY OR STRAW MULCH (IN ACCORDANCE WITH

SECTION NO. 5) AT A RATE OF THREE (3) TONS PER ACRE.

F. ALL SEED SHALL BE LABELED, DATED AND THE QUALITY

CONSISTENT WITH SECTION NO. 2.

2. PERMANENT SEEDING

A. DISTURBED AREAS WHICH ARE EITHER AT FINISHED GRADE OR

WILL NOT BE DISTURBED AGAIN WITHIN ONE (1) YEAR MUST BE

SEEDED WITH A PERMANENT SEED MIXTURE AND MULCHED.

B. SEEDING SHALL BE DONE DURING PERIODS FROM APRIL 15TH TO

OCTOBER 1ST, UNLESS OTHERWISE DIRECTED. IF SEEDING IS

DONE AFTER OCTOBER 1ST, DORMANT SEED MUST BE USED AND

DISTURBED AREAS MUST BE MULCHED.

C. DISTURBED FINAL GRADED AREAS SHALL BE PERMANENTLY

SEEDED AS FOLLOWS:

(1) AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO

A MINIMUM DEPTH OF 4 INCHES PRIOR TO PLACEMENT OF

TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 6

INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND

MULCHING. FILL 3:1 OR GREATER SHALL HAVE A MINIMUM OF

2 INCHES OF TOPSOIL.

(2) A SOIL ANALYSIS IS RECOMMENDED, BUT IN LIEU OF AN

ANALYSIS APPLY GROUND LIMESTONE OR HYDRATED LIME

AND FERTILIZER AT RATES RECOMMENDED IN SECTION NO. 3

(OR AS SUGGESTED BY THE SOILS TEST RESULTS [ONE (1)

TEST PER 25 ACRES]).

(3) THE LIMESTONE AND FERTILIZER SHALL BE WORKED INTO THE

SOIL TO A MINIMUM DEPTH OF 6 INCHES.

(4) SEED SHALL NOT BE PLANTED AFTER HEAVY RAIN OR

WATERING.

(5) ALL SEED USED SHALL BE LABELED IN ACCORDANCE WITH

THE U.S. DEPARTMENT OF AGRICULTURE RULES AND

REGULATIONS UNDER THE FEDERAL SEED ACT IN EFFECT AT

THE TIME OF PURCHASE. INERT MATTER SHALL NOT EXCEED

15% AND BLUE TAG CERTIFIED SEED SHALL BE SUPPLIED

WHEREVER POSSIBLE.

(6) SMOOTH AND FIRM SEED BED WITH CULTIPACKER OR SIMILAR

EQUIPMENT PRIOR TO SEEDING. APPLY SEED UNIFORMLY BY

HYDROSEEDING. COVER SEEDS WITH ½" OF SOIL (MINIMUM)

WITH SUITABLE EQUIPMENT.

(7) APPLY MULCH (IN ACCORDANCE WITH SECTION NO. 5) AT A

RATE OF THREE (3) TONS PER ACRE.

PERMANENT SEEDING

SEASON RATE TYPE

MARCH 1 TO JUNE 1 & 4 LBS./1000 S.F. WINTER RYE 70%

AUGUST 15 TO OCTOBER 1 TALL FESCUE 22%

RED TOP 2%

BIRDSFOOT TREFOIL 6%

OCTOBER 1 TO MARCH 1 & 3 LBS./1000 S.F. WINTER RYE 47%

JUNE 1 TO AUGUST 15 RED TOP* 53%

[(*)USE DORMANT SEED, UNIFORMLY APPLIED, WORKED INTO A DEPTH OF

¼ INCH. THE USE OF MULCH IS REQUIRED. THE USE OF NETTING OR

EROSION CONTROL MATS MAY BE REQUIRED.]

NOTE: SEEDING PERIODS AND SPECIFICATIONS MAY VARY DUE TO SITE

CONDITIONS AND VARIANCES FROM THE TIME THIS REPORT IS

WRITTEN AND APPROVED. IT MAY BE NECESSARY TO ADAPT SEED

SPECIFICATION, VARIETIES, AND QUANTITIES. FOR SPECIAL

CONDITIONS CONSULT "GUIDELINES FOR RECLAMATION OF

SEVERELY DISTURBED AREAS", PENNSYLVANIA STATE UNIVERSITY.

3. FERTILIZER: APPLY GROUND LIMESTONE OR HYDRATED LIME AT A RATE

OF 4 TONS PER ACRE AND 100-200-200 POUNDS PER ACRE (LBS./ACRE)

FERTILIZER. THESE MATERIALS WILL BE UNIFORMLY APPLIED AND

WORKED INTO THE TOPSOIL TO A MINIMUM DEPTH OF 6 INCHES.

4. HYDROSEEDING: AGRICULTURAL GRADE LIMESTONE AND WATER (4000

LBS. LIMESTONE/1000 GALLONS OF H2O PER ACRE) ALONG WITH THE

SEED SHALL BE AS SPECIFIED ABOVE, AND FERTILIZER SHALL BE APPLIED

AT A RATE OF 50-100-100 POUNDS PER ACRE (LBS./ACRE). SHOULD

FERTILIZER BE APPLIED WITH AN INOCULANT, THE MIXTURE SHALL NOT

REMAIN IN A SLURRY FOR MORE THAN ONE HOUR. SYNTHETIC MULCH

BINDER, SUCH AS CURASOL, DCA-70 OR TERRE-TACK SHALL BE USED PER

THE MANUFACTURER'S INSTRUCTIONS TO ANCHOR THE MULCH. THE

CONTRACTOR IS RESPONSIBLE FOR PROPER STABILIZATION. IF SEVERAL

APPLICATIONS OF HYDROSEEDING ARE REQUIRED TO OBTAIN PROPER

STABILIZATION, THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE

THAT RE-APPLICATION IS DONE.

5. MULCHING: MULCHING SHALL BE APPLIED AS FOLLOWS:

A. STRAW

APPLY STRAW MULCH, FREE FROM UNDESIRABLE SEEDS AND

COARSE MATERIAL, AT A RATE OF THREE (3) TONS PER ACRE.

CHECK MULCHED AREAS PERIODICALLY AND IMMEDIATELY AFTER

STORMS AND HIGH WINDS. REPLACE DAMAGED OR MISSING

MULCH. APPLY A TACKIFIER AFTER APPLYING THE STRAW MULCH.

THE TACKIFIER MAY BE CUT-BACK ASPHALT OR POLYMER SPRAY.

APPLY THE TACKIFIER AT A RATE OF 100-150 GALLONS PER ACRE

WITH SUITABLE EQUIPMENT.

B. FLEXTERRA FLEXIBLE GROWTH MEDIUM (FGM)

ALL CONSTRUCTED AND DISTURBED SLOPES (3:1 OR GREATER)

SHALL BE SEEDED AND STABILIZED WITH FLEXTERRA FLEXIBLE

GROWTH MEDIUM (FGM), AS INDICATED, AT THE END OF EACH

WORKING DAY. FGM SHALL BE APPLIED IN ACCORDANCE WITH THE

MANUFACTURER'S SPECIFICATIONS.

C. EROSION CONTROL BLANKETS

THE USE AND INSTALLATION OF EROSION CONTROL BLANKETS OR

NETTING SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S

SPECIFICATION AND SHALL BE SELECTED FOR THE PROPER

APPLICATION AND CONDITIONS.

CLEAN FILL AND ENVIRONMENTAL DUE DILIGENCE

1. APPLICANTS AND/OR OPERATORS MUST USE ENVIRONMENTAL DUE

DILIGENCE TO ENSURE THAT THE FILL MATERIAL ASSOCIATED WITH THIS

PROJECT QUALIFIES AS CLEAN FILL. DEFINITIONS OF CLEAN FILL AND

ENVIRONMENTAL DUE DILIGENCE ARE PROVIDED BELOW. ALL FILL

MATERIAL MUST BE USED IN ACCORDANCE WITH THE DEPARTMENT'S

POLICY "MANAGEMENT OF FILL", DOCUMENT NUMBER 258-2182-773. A

COPY OF THIS POLICY IS AVAILABLE ONLINE AT

WWW.DEPWEB.STATE.PA.US. UNDER THE HEADING QUICK ACCESS ON

THE LEFT SIDE OF THE SCREEN, CLICK "FORMS AND PUBLICATIONS." ON

THE LEFT SIDE OF THE SCREEN CLICK "TECHNICAL GUIDANCE

DOCUMENTS - FINAL." THEN TYPE THE DOCUMENT NUMBER 258-2182-773

INTO THE SEARCH WINDOW AND CONDUCT THE SEARCH. CLICK ON

"MANAGEMENT OF FILL."

2. CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE,

NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES

SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK,

BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION

ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS

RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS

PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS

OTHERWISE AUTHORIZED. (THE TERM "USED ASPHALT" DOES NOT

INCLUDE MILLED ASPHALT OR ASPHALT THAT HAS BEEN PROCESSED FOR

RE-USE.)

3. CLEAN FILL AFFECTED BY A SPILL OR RELEASE OF A REGULATED

SUBSTANCE: FILL MATERIALS AFFECTED BY A SPILL OR RELEASE OF A

REGULATED SUBSTANCE STILL QUALIFIES AS CLEAN FILL PROVIDED THE

TESTING REVEALS THAT THE FILL MATERIAL CONTAINS

CONCENTRATIONS OF REGULATED SUBSTANCES THAT ARE BELOW THE

RESIDENTIAL LIMITS IN TABLES FP-1A AND FP-1B FOUND IN THE

DEPARTMENT'S POLICY "MANAGEMENT OF FILL."

4. ANY PERSON PLACING CLEAN FILL THAT HAS BEEN AFFECTED BY A SPILL

OR RELEASE OF A REGULATED SUBSTANCE MUST USE FORM F-001 TO

CERTIFY THE ORIGIN OF THE FILL MATERIAL AND THE RESULTS OF THE

ANALYTICAL TESTING TO QUALIFY THE MATERIAL AS CLEAN FILL. FORM

F-001 MUST BE RETAINED BY THE OWNER OF THE PROPERTY RECEIVING

THE FILL. A COPY OF FORM FP-001 CAN BE FOUND ONLINE.

5. ENVIRONMENTAL DUE DILIGENCE: INVESTIGATIVE TECHNIQUES,

INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS,

ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP,

REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL

QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING,

ENVIRONMENTAL ASSESSMENTS OR AUDITS. ANALYTICAL TESTING IS

NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION

AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY INDICATES

THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF

REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A

SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT MUST BE TESTED TO

DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING SHALL BE

PERFORMED IN ACCORDANCE WITH APPENDIX A OF THE DEPARTMENT'S

POLICY "MANAGEMENT OF FILL." FILL MATERIAL THAT DOES NOT QUALIFY

AS CLEAN FILL IS REGULATED FILL. REGULATED FILL IS WASTE AND MUST

BE MANAGED IN ACCORDANCE WITH THE DEPARTMENT'S MUNICIPAL OR

RESIDUAL WASTE REGULATIONS BASED ON 25 PA. CODE CHAPTERS 287

RESIDUAL WASTE MANAGEMENT OR 271 MUNICIPAL WASTE

MANAGEMENT, WHICHEVER IS APPLICABLE.

ATTACHMENT B

R om a C or po ra te

C en te r, S ui te

C ed ar C re st

B lv d A lle nt ow n, P A

C re ek si de L an e

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, P A

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ATTACHMENT B

AutoCAD SHX Text

VALVE AND VALVE BOX

AutoCAD SHX Text

NO SCALE

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%%UAIR RELEASE VALVE INSTALLATION DETAIL

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NOT TO SCALE

AutoCAD SHX Text 12"

AutoCAD SHX Text 24"

AutoCAD SHX Text

4'-0" MIN.

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6" MIN.

AutoCAD SHX Text %%uSECTION VIEW

AutoCAD SHX Text %%uPLAN VIEW

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

WATER MAIN

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WATER MAIN

AutoCAD SHX Text CAST IRON MANHOLE FRAME AND COVER 30" DIA. MIN. WITH SELF-SEALING GASKET, NEENAH MODEL R-1582, QUIRIN MACHINE SHOP CAT. NO. MHR-431-6 , OR 12, OR APPROVED EQUAL

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

MANHOLE STEPS @ 12" C.C.

AutoCAD SHX Text

72" DIA. MANHOLE

AutoCAD SHX Text 30" I.D.

AutoCAD SHX Text AIR RELEASE VALVE, AS MANUFACTURED BY APCO, SIZED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS

AutoCAD SHX Text

CORPORATION STOP - FORD METER BOX CO., MOD. FB1600, OR APPROVED EQUAL

AutoCAD SHX Text

UNION

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1" DRAIN HOLE

AutoCAD SHX Text

MASONRY SUPPORT

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2B CRUSHED STONE DRAIN

AutoCAD SHX Text

UNDISTURBED EARTH

NOTES: 1. ALL NON-CONFLICTING ALL NON-CONFLICTING PROVISIONS OF TYPICAL PRECAST CONCRETE CHAMBER STANDARD DETAIL G-16 APPLY TO THIS DRAWING. 2. BRASS FITTINGS AND NIPPLES BRASS FITTINGS AND NIPPLES REQUIRED. NO SOLDER JOINTS ALLOWED. 3. IF WATER MAIN IS LESS THAN IF WATER MAIN IS LESS THAN CLASS 52 DIP OR UNKNOWN, PROVIDE SADDLE WITH BALL VALVE IN PLACE OF CORPORATION STOP.

File details come from the government source that posted it. Updated Sep 29, 2025.