2-ES Plan CulvertNo.1 Channel 20260928.pdf

Rev Date By Chk'd Description

Copyright 2026, of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of

Date:Scale: Project No.: Sheet No.:AS NOTED 9/22/2026 0326-609038.02 OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Alfred Benesch & Company

Pine Grove Township, Schuylkill County, Pennsylvania

P E

N

N S Y L V

A

N

I A

C O

M

M O

NW EALT

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REGISTERED

PROFESSIONAL

ENGINEER

PE075322

RYAN T. FASNACHTk g o o d

O P

E R

A T

O R

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IL

E N

A M

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CULVERT NO.1 CHANNEL GRADING

OAK GROVE ROAD (T-886)

AT WWW.PAONECALL.ORG

COORDINATE YOUR PROJECTS VIA COORDINATE PA

PENNSYLVANIA ONE CALL SYSTEM SERIAL NUMBER

20262651891

START OF EXCAVATION.

THAN 10 BUSINESS DAYS PRIOR TO THE

THAN 3 BUSINESS DAYS NOR MORE

DIAL 8-1-1 OR 1-800-242-1776 NOT LESS

EROSION CONTROL POLICIES AND MAINTENANCE PROGRAM

ENVIRONMENTAL PROTECTION AND THE ENGINEERS REPRESENTATIVE:

GUIDELINES AS THEY ARE APPLICABLE AND IN ACCORDANCE TO THE INSTRUCTIONS OF THE DEPARTMENT OF

CONTROL EROSION, IT IS REQUIRED THAT THE CONTRACTOR FOR THIS PROJECT CONFORMS WITH THE FOLLOWING

IN ACCORDANCE WITH THE CURRENT POLICIES AND PRACTICES IN THE COMMONWEALTH OF PENNSYLVANIA TO

EROSION CONTROL POLICIES (CONTINUED)

CHANNEL DIMENSIONS ARE ACHIEVED AFTER PLACEMENT OF STONE.

ENSURE THAT SUFFICIENT OVER-EXCAVATION IS PROVIDED FOR RIPRAP CHANNELS SUCH THAT THE SPECIFIED

SURFACE WATER AND ON ALL OTHER DISTURBED AREAS SPECIFIED ON THE PLAN MAPS AND/OR DETAIL SHEETS.

EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V OR STEEPER WITHIN 50 FEET OF A 28.

27.

DEBRIS, ACCUMULATED SEDIMENT, EXCESS VEGETATION, AND CONSTRUCTION MATERIAL/WASTES.

KEEP ALL CHANNELS FREE OF OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO FILL, ROCKS, LEAVES, WOODY 26.

IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION.

UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000

DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR

MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS

CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS

FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE 25.

OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS SHOULD BE DONE ONLY DURING THE GERMINATING SEASON.

OR CONVERSION OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION

TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED DURING REMOVAL

AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY E&S BMPS MUST BE REMOVED OR CONVERTED 24.

OR PA DEP.

STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE LOCAL CONSERVATION DISTRICT

E&S BMPS MUST REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY 23.

FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS.

PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND

PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER 22.

ACCORDANCE WITH THE PERMANENT STABILIZATION SPECIFICATIONS.

SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN

REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION

BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE

OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE

IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE 21.

PROJECT DISTURBANCE

CULVERT NO.1 CHANNEL GRADING DISTURBANCE = 0.31 ACRES

HARTLETON CHANNERY SILT LOAM, 15 TO 25 PERCENT SLOPES

BERKS CHANNERY SILT LOAM, 3 TO 8 PERCENT SLOPES

ALVIRA SILT LOAM, 0 TO 3 PERCENT SLOPES

MAP UNIT NAME

SYMBOL

MAP UNIT

HaC

BeB

AgA

SOILS LEGEND

SYMBOL

MAP UNIT

HaC

BeB

AgA

SOIL LIMITATIONS AND RATINGS

AND STREETS

LOCAL ROADS

SOMEWHAT LIMITED

SOMEWHAT LIMITED

VERY LIMITED

SOURCE

ROADFILL

POOR

POOR

FAIR

SOURCE

TOPSOIL

POOR

POOR

FAIR

RATING

HYDRIC

NON - HYDRIC

HYDRIC

HYDRIC

SOILS INFORMATION, LIMITATIONS AND RESOLUTIONS

LOCATION MAP

1" = 1000'

CULVERT NO.1 LOCATION

COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE

ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR 20.

HAY OR STRAW MULCH MUST BE APPLIED AT 3.0 TONS PER ACRE.19.

MINIMUM OF 2 INCHES OF TOPSOIL.

MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPES SHALL HAVE A

INCHES ON COMPACTED SOILS - PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A

AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES - 6 TO 12 18.

DRAWINGS.

ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN 17.

SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER.

BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE

SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE 16.

OFFICIALS AT THE TIME OF INSPECTION.

THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY

A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE 15.

REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF E&S BMPS FAIL TO PERFORM AS EXPECTED, REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, INSPECTIONS OF ALL E&S BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND

UNTIL THE SITE IS STABILIZED, ALL E&S BMPS MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE 14.

THIS PLAN, OVER UNDISTURBED VEGETATED AREAS.

ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE DESCRIBED IN 13.

REGULATED SUBSTANCE BUT QUALIFYING AS CLEAN FILL DUE TO ANALYTICAL TESTING.

001 MUST BE RETAINED BY THE PROPERTY OWNER FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR RELEASE OF A

THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL. FORM FP-12.

PRIOR TO BEING ACTIVATED.

ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY PADEP FULLY IMPLEMENTED 11.

BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE.

271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS, WASTES, OR UNUSED BUILDING MATERIALS SHALL BE

ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., ALL BUILDING MATERIALS AND WASTES MUST BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN 10.

THE REGIONAL OFFICE OF THE DEPARTMENT.

POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE LOCAL CONSERVATION DISTRICT AND/OR

EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BMPS TO MINIMIZE THE

IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED 9.

PLACE STOCKPILES NO GREATER THAN 35' IN HEIGHT WITH SLOPES NO STEEPER THAN 2H:1V.8.

CLEARING AND GRUBBING OPERATIONS BEGIN.

BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE

AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE 7.

DESCRIBED IN THIS E&S PLAN.

SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS

COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BEST MANAGEMENT PRACTICES (BMPS)

THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT

CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF 6.

CONSERVATION DISTRICT OR PADEP PRIOR TO IMPLEMENTATION.

PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL

ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE 5.

THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR

AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA 4.

PRECONSTRUCTION MEETING.

REPRESENTATIVE FROM THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION (PADEP) TO AN ON-SITE

3742), A REPRESENTATIVE FROM THE PENNSYLVANIA FISH AND BOAT COMMISSION (717-626-0228) AND/OR A

OFFICIALS, THE E&S PLAN PREPARER, A REPRESENTATIVE FROM THE LOCAL CONSERVATION DISTRICT (570-622-

THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL

AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, 3.

SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.

PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING AGENCY MAY REQUIRE A WRITTEN

PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED

APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE

ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL (E&S) PLAN. A COPY OF THE

ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILL SHALL BE DONE IN 2.

PROJECT SITE AT ALL TIMES.

KEEP A COPY OF THE APPROVED DRAWINGS STAMPED, SIGNED, AND DATED BY THE REVIEWING AGENCY AT THE 1.

OAK G

ROVE RD

GENERAL NOTES

EROSION AND SEDIMENTATION CONTROL

I-

SR 0

9/28/26

Copyright 2026, of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of

Date:Scale: Project No.: Sheet No.:AS NOTED 9/22/2026 0326-609038.02 OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Alfred Benesch & Company

Pine Grove Township, Schuylkill County, Pennsylvania

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE075322

RYAN T. FASNACHTk g o o d

O P

E R

A T

O R

F

IL

E N

A M

E : Y

P e n n s y lv a n ia \0

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N o te s

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GENERAL NOTES

EROSION AND SEDIMENTATION CONTROL

CONSTRUCTION SEQUENCE

SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE.

EACH STAGE SHALL BE COMPLETED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND GRUBBING

ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE.

TO RESIST SLIDING AND OTHER MOVEMENTS.

DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT

70 PERCENT PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A

AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM UNIFORM

BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE BMPS MUST BE STABILIZED IMMEDIATELY. AN

AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST 9.

STABILIZE ALL REMAINING DISTURBED AREAS.8.

OPERATION AND TEMPORARY DIVERSION DEVICES.

ESTABLISH PERMANENT FLOW THROUGH THE CHANNEL AND REMOVE THE TEMPORARY PUMPING 7.

EXCAVATE AND REMOVE CHANNEL SEDIMENT AND GRADE AS NECESSARY IN ACCORDANCE TO THIS PLAN. 6.

CAN BE COMPLETED IN ACCORDANCE WITH THIS PLAN.

ONCE THE TEMPORARY DIVERSION DEVICES ARE INSTALLED AND STABILIZED, WORK AREA DEWATERING 5.

PUMPING.

CONSTRUCT TEMPORARY STREAM DIVERSION DEVICES INCLUDING COFFERDAMS AND TEMPORARY 4.

.DISTURBANCE BOUNDARIES SHOWN ON THE DRAWINGS

ON THE PLAN. CONSTRUCTION VEHICLES ARE NOT PERMITTED TO ENTER AREAS OUTSIDE THE LIMIT OF

EARTH MOVING ACTIVITIES WITH SURVEY RIBBON AND/OR SURVEY STAKES, UNLESS OTHERWISE NOTED

BOUNDARIES, SPRING SEEPS, AND FLOODWAYS) AND ALL LIMITS OF DISTURBANCE PRIOR TO PROPOSED

IELD MARK ALL WATERS OF THE COMMONWEALTH BOUNDARIES (I.E. STREAM BUFFERS, WETLAND F3.

DESCRIBED IN THIS DOCUMENT.

CONSTRUCTION SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS

STRIPPING IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE

CONSTRUCTION SEQUENCE. DO NOT COMMENCE GENERAL SITE CLEARING, GRUBBING AND TOPSOIL

LIMIT CLEARING, GRUBBING, AND TOPSOIL STRIPPING TO THOSE AREA DESCRIBED IN EACH STAGE OF THE 2.

INSTALL TRAFFIC CONTROL DEVICES AND SIGNS FOR THE CORRESPONDING STAGE/LOCATION OF WORK.1.

NOT TO SCALE

AROUND IN-CHANNEL WORK AREAS

TEMPORARY COFFERDAM AND BYPASS

TO PREVENT BACKFLOW INTO THE WORK AREA.

MAY BE REPLACED BY AN IMPERVIOUS COFFERDAM

** FOR LOW GRADIENT CHANNELS, THE ROCK FILTER

EXCAVATE A SUMP FOR THE PUMP INTAKE.

EROSIVE MATERIAL, NO EARTH FILL. DO NOT

* SANDBAGS, JERSEY BARRIERS OR OTHER NON-

FROM ENTERING THE SYSTEM.

BOTTOM TO PREVENT SEDIMENT

A SUFFICIENT DISTANCE FROM

PUMP INTAKE SHALL BE MAINTAINED NOTE:

PUMPED WATER FILTER BAG

ROCK FILTER **

WORK AREA

PUMP

PIPE

DISCHARGE

TEMPORARY DAM *

PUMP

INTAKE PIPE

PLASTIC

DISSIPATOR OR SECURELY ANCHORED

PUMP DISCHARGE ENERGY

CULVERT NO.1 CHANNEL GRADING

OAK GROVE ROAD (T-886)

MINIMIZE IMPACTS TO THE WETLAND.

THE LOCATION OF THE WETLAND CROSSING AND ITS ORIENTATION MUST BE PLACED TO 3.

(INTERCONNECTED TIRE SIDEWALLS).

EXPANDED METAL GRATING (NON-GALVANIZED STEEL) ON GEOTEXTILE OR TIRE MATS

AT THE DISCRETION OF THE CONTRACTOR, WOOD MATS MAY BE SUBSTITUTED WITH 2.

A GEOTEXTILE UNDERLAYMENT SHALL BE USED UNDER THE WOOD MAT.1.

NOTES:

LOCATIONS

FOR WETLAND CROSSING/TEMPORARY IMPACT

TYPICAL WOOD MAT

NOT TO SCALE

ARE 4" X 4"

ALL WOOD MEMBERS

DIRECTION OF TRAVEL

3/16" GALVANIZED STEEL CABLE

3/16" CABLE CLAMPS

CONNECT LOOPS WITH

10'

2' 2'

Copyright 2026, of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of

Date:Scale: Project No.: Sheet No.:AS NOTED 9/22/2026 0326-609038.02 OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Alfred Benesch & Company

Pine Grove Township, Schuylkill County, Pennsylvania

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE075322

RYAN T. FASNACHTk g o o d

O P

E R

A T

O R

F

IL

E N

A M

E : Y

P e n n s y lv a n ia \0

X

X -6

S

\0

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DETAILS

EROSION AND SEDIMENTATION CONTROL

NOT TO SCALE

PUMPED WATER FILTER BAG

NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND 7.

WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED.

THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR ½ THE MAXIMUM SPECIFIED BY THE MANUFACTURER, 6.

AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE.

THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER 5.

SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.

SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING

NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER 4.

MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS.

GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING

MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES

AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS

BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT 3.

STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED.

KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON

PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME ½ FULL OF SEDIMENT. SPARE BAGS SHALL BE

A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE 2.

HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:

DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS.

LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, 1.

NOTES:

PLAN VIEW

ELEVATION VIEW

AOS% RETAINED

UV RESISTANCE

MULLEN BURST

PUNCTURE

GRAB TENSILE

AVG WIDE WIDTH STRENGTH

PROPERTY

ASTM-D-4751

ASTM-D-4355

ASTM-D-3786

ASTM-D-4833

ASTM-D-4632

ASTM-D-4884

TEST METHOD

80 SIEVE

70%

350 PSI

110 LB

205 LB

60 LB/IN

MINIMUM STANDARD

FILTER BAG

FILTER BAG

WELL VEGETATED, GRASSY AREA

GRASSY AREA

WELL VEGETATED,

DISCHARGE HOSE

PUMP

INTAKE HOSE

CLAMPS

CLAMPS

PUMP

DISCHARGE HOSE

HOSE

INTAKE

(RECOMMENDED)

HEAVY DUTY LIFTING STRAPS

SANDBAGSIMPERVIOUS MEMBRANE

2 BAG MINIMUM HEIGHT ABOVE NORMAL BASE FLOW

NOT TO SCALE

SANDBAG DIVERSION DAM OR COFFERDAM

CULVERT NO.1 CHANNEL GRADING

OAK GROVE ROAD (T-886)

THE PROCESS OUTLINED IN PUBLICATION 408 SECTION 806.3(b).

PERMANENT ROLLED EROSION CONTROL PRODUCT SHOULD BE INSTALLED PER 2.

THAN DEPTH AND PER THE ROLLED EROSION CONTROL PRODUCTS DETAIL.

WATER COURSE LINING WILL BE INSTALLED TO A DEPTH EQUAL TO OR GREATER 1.

NOTES:

Culvert No.1

NOT TO SCALE

CHANNEL TABULATION

4 VARIES 4' TO 2' 2 2 RECP 1.C (SIDE SLOPES)

Location

B (FT)

WIDTH

BOTTOM

D (FT)

DEPTH

(FT)

Z1

(FT)

Z2 LINING, SEEDING

CHANNEL SECTION

BOTTOM WIDTH

D E

P T

H

Z1

INDICATED

LINING AS

LOOKING DOWNSTREAM

Z2

NO.

CHANNEL

SIDE SLOPE

GRASS

CHANNEL

PCSM

SINGLE-NET EROSION CONTROL BLANKET & OPEN WEAVE TEXTILE

PENNDOT DESCRIPTION

1.C

ID

LINING

LINING LEGEND

NOT TO SCALE

ROCK CONSTRUCTION ENTRANCE

DITCH BEING CROSSED.

SPECIFIED BY MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE SHALL BE SIZED APPROPRIATELY FOR SIZE OF

MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED AND PROPER PIPE COVER AS 3.

CONSTRUCTION ENTRANCE.

RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP PRIOR TO ENTERING ROCK 2.

OVER FULL WIDTH OF ENTRANCE.

REMOVE TOPSOIL AS NECESSARY PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. EXTEND ROCK 1.

NOTES:

PROFILE

PLAN VIEW

IS NOT ACCEPTABLE.

ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES

ENTRANCE BY 50 FOOT INCREMENTS UNTIL CONDITION IS ALLEVIATED OR INSTALL WASH RACK. WASHING THE

EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION

DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE IMMEDIATELY. IF

DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE. ALL SEDIMENT

MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED

ROCK OR TIMBER MATTING

REMAING 100' CAN EITHER BE

** FIRST 50' MUST BE ROCK. THE

PROVIDE PROPER COVER OVER PIPE

* MOUNTABLE BERM USED TO

M

IN

M

IN

M

IN

3'

ROADWAY

EXISTING

ROADWAY

EXISTING

EXISTING GROUND

GEOTEXTILE

MIN 8" AASHTO #1

EARTH FILL

PIPE AS NECESSARY

(6" MIN) *

MOUNTABLE BERM

** 150' MIN

Copyright 2026, of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of

Date:Scale: Project No.: Sheet No.:AS NOTED 9/22/2026 0326-609038.02 OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Alfred Benesch & Company

Pine Grove Township, Schuylkill County, Pennsylvania

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE075322

RYAN T. FASNACHTk g o o d

O P

E R

A T

O R

F

IL

E N

A M

E : Y

P e n n s y lv a n ia \0

X

X -6

S

\0

-6

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D o c s \E

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C u lv e rt

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DETAILS

EROSION AND SEDIMENTATION CONTROL

CULVERT NO.1 CHANNEL GRADING

OAK GROVE ROAD (T-886)

PUBLICATION 408.

PROVIDE ANCHORING DEVICES IN ACCORDANCE WITH SECTION 806.2(d) OF 6.

PLACE 21/2 ANCHORS/SY.5.

CHANNEL SIDE WHENEVER POSSIBLE.

EXTEND ROLLED EROSION CONTROL PRODUCTS 2'-0" - 3'-0" ABOVE THE CREST OF 4.

ROLLED EROSION CONTROL PRODUCTS WITHOUT SEPARATION FROM THE SOIL.

OF THE CHANNEL TO ENSURE WATER FLOW TRANSITIONS SMOOTHLY ONTO THE

EXCAVATE TERMINAL ANCHOR TRENCH 1'-0" DEEP AND 6" WIDEACROSS THE WIDTH 3.

DOWNSTREAM BENEATH THE ROLLED EROSION CONTROL PRODUCTS.

CONTROL PRODUCTS TO PREVENT LOOSE SOIL FROM BEING TRANSPORTED

THE CHANNEL AT 25'-0" TO 30'-0" ALONG THE LENGTH OF THE ROLLED EROSION

EXCAVATE INTERMITTENT CHECK SLOT 6" DEEP AND 6" WIDE ACROSS THE WIDTH OF 2.

PRODUCTS.

THE CHANNEL TO PREVENT UNDERMINING OF THE ROLLED EROSION CONTROL

EXCAVATE INITIAL ANCHOR TRENCH 1'-0" DEEP AND 6" WIDE ACROSS THE WIDTH OF 1.

NOTES:

NOT TO SCALE

ANCHOR PATTERN DETAILS

EROSION CONTROL PRODUCTS

SEE NOTE 1

INITIAL ANCHOR TRENCH

SEE NOTE 2

INTERMITTENT CHECK SLOT

SEE NOTE 3

TERMINAL ANCHOR TRENCH

EMBANKMENT MATERIAL (TYP)

FOR ANCHOR PATTERN

SEE SHEET 1

ANCHOR (TYP),FLOW

END

DOWNSTREAM

1'-0" 6"

COMPACTED

BACKFILL

FOR ANCHOR PATTERN

SEE SHEET 1

ANCHOR (TYP),

FLOW

6"

MATERIAL (TYP)

EMBANKMENT

WIDTH, AS INDICATED

FOR ANCHOR PATTERN

SEE SHEET 1

ANCHOR (TYP),

FLOWEND

UPSTREAM

2'-0" - 3'-0"

SEE NOTE 4

6"

DETAIL A

GROUND LINE

EXISTING

SEE NOTE 4

2'-0" - 3'-0"

12"

4"

NOT TO SCALE

ANCHOR PATTERNS FOR SLOPES

EROSION CONTROL PRODUCTS

ANCHORS (TYP)

3'-0"

3'-0"

1'-6"

3'-0"

1'-6"

3'-0"

1'-6" 1'-6"

SLOPES FLATTER THAN 3:1

ANCHOR PATTERN FOR

(INCLUDING 3:1)

BETWEEN 3:1 AND 2:1

ANCHOR PATTERN FOR SLOPES

(INCLUDING 2:1)

BETWEEN 2:1 AND 1:1

ANCHOR PATTERN FOR SLOPES

1:1 OR STEEPER

ANCHOR PATTERN FOR

1 ANCHOR/SY 1 1/2 ANCHORS/SY

2 ANCHORS/SY 2 1/2 ANCHORS/SY

Copyright 2026, of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of

Date:Scale: Project No.: Sheet No.:AS NOTED 9/22/2026 0326-609038.02 OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Alfred Benesch & Company

Pine Grove Township, Schuylkill County, Pennsylvania

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE075322

RYAN T. FASNACHTk g o o d

O P

E R

A T

O R

F

IL

E N

A M

E : Y

P e n n s y lv a n ia \0

X

X -6

S

\0

-6

.2

P

G T w p

\E n g

D o c s \E

S \P la n s

C u lv e rt

N o

.1 G ra d in g

\0

E

S

D e t0

O G

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S

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:5

P

L O

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DETAILS

EROSION AND SEDIMENTATION CONTROL

NOT TO SCALE

COMPOST FILTER SOCK

SPREAD AS A SOIL SUPPLEMENT.

IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH

UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT 7.

POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

BIODEGRADABLE FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. 6.

ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION.

SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED 5.

AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF THE SOCK 4.

TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS.3.

DOWNSLOPE OF THE SOCK IF SO SPECIFIED BY THE MANUFACTURER.

AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL (363-2134-008). STAKES MAY BE INSTALLED IMMEDIATELY

SOCK SHALL NOT EXCEED THAT IN THE EROSION AND SEDIMENT CONTROL REPORT AND/OR THE PADEP EROSION

AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY

COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK SHALL BE EXTENDED 2.

SHOWN IN TABLE BELOW.

SOCK FABRIC SHALL MEET STANDARDS AS SHOWN IN TABLE BELOW. COMPOST SHALL MEET THE STANDARDS AS 1.

NOTES:

COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS

TWO-PLY SYSTEMS

SOCK FABRICS COMPOSED OF BURLAP MAY BE USED ON PROJECTS LASTING 6 MONTHS OR LESS

MATERIAL TYPE

CHARACTERISTICS

MATERIAL

DIAMETERS

SOCK

MESH OPENING

STRENGTH

TENSILE

(ASTM-G-155)

STRENGTH

ORIGINAL

STABILITY %

ULTRAVIOLET

LONGEVITY

FUNCTIONAL

MINIMUM

3 MIL HDPE

DEGRADABLE

PHOTO-

18"

12"

3/8"

1000 HR

23% AT

6 MONTHS

5 MIL HDPE

DEGRADABLE

PHOTO-

32"

24"

18"

12"

3/8"

26 PSI

1000 HR

23% AT

9 MONTHS

5 MIL HDPE

DEGRADABLE

BIO-

32"

24"

18"

12"

3/8"

26 PSI

6 MONTHS

(MFPP)

POLYPROPYLENE

MULTI-FILAMENT

DEGRADABLE

PHOTO-

32"

24"

18"

12"

3/8"

44 PSI

1000 HR

100% AT

1 YEAR

(HDMFPP)

POLYPROPYLENE

MULTI-FILAMENT

HEAVY DUTY

DEGRADABLE

PHOTO-

32"

24"

18"

12"

1/8"

202 PSI

1000 HR

100% AT

2 YEARS

INNER CONTAINMENT NETTING

OUTER FILTRATION MESH

HDPE BIAXIAL NET

CONTINUOUSLY WOUND

FUSION-WELDED JUNCTURES

3/4" X 3/4" MAX APERTURE SIZE

MECHANICALLY FUSED VIA NEEDLE PUNCH)

(WOVEN LAYER AND NON-WOVEN FLEECE

COMPOSITE POLYPROPYLENE FABRIC

3 /16" MAX APERTURE SIZE

ALTERNATIVE.

TABLE BELOW. THE STANDARDS CONTAINED IN THE PENNDOT PUBLICATION 408 ARE AN ACCEPTABLE

THE PHYSICAL PARAMETERS OF THE COMPOST SHOULD COMPLY WITH THE STANDARDS AS SHOWN IN THE

ACCEPTABLE AS THE ORGANIC COMPONENT OF THE MIX.

AND BARK CHIPS, GROUND CONSTRUCTION DEBRIS OR REPROCESSED WOOD PRODUCTS ARE NOT

COMPOST PRODUCT SHOULD NOT RESEMBLE THE RAW MATERIAL FROM WHICH IT WAS DERIVED. WOOD

ODORS AND SHOULD BE SEASONABLY FREE (<1% BY DRY WEIGHT) OF MAN-MADE FOREIGN MATTER. THE

COMPOST SHOULD BE AEROBICALLY COMPOSTED. THE COMPOST SHOULD POSSESS NO OBJECTIONABLE

AGRICULTURE, FOOD, STUMP GRINDINGS, AND YARD OR WOOD/BARK ORGANIC MATTER SOURCES. THE

COMPOST SHOULD BE A WELL DECOMPOSED, WEED-FREE ORGANIC MATTER DERIVED FROM

COMPOST STANDARDS

SOLUBLE SALT CONCENTRATION

PARTICLE SIZE

MOISTURE CONTENT

pH

ORGANIC PORTION

ORGANIC MATTER CONTENT

5.0 DS/M (MMHOS/CM) MAXIMUM

30% - 50% PASS THROUGH 3/8" SCREEN

30% - 60%

5.5 - 8.5

FIBROUS AND ELONGATED

25% - 100% (DRY WEIGHT BASIS)

PLAN VIEW

AREA

UNDISTURBED

AREA

DISTURBED

PLACED 10' OC (TYP)

2" x 2" WOODEN STAKES COMPOST FILTER SOCK

F L O

W F L O

W

CONTOURS

EXISTING

JOINING DETAIL

MIN

12"

STAKE

UNDISTURBED AREADISTURBED AREA

M

IN

BLOWN / PLACED FILTER MEDIA COMPOST FILTER SOCK

2" x 2" WOODEN STAKES PLACED 10' OC

SECTION VIEW

CULVERT NO.1 CHANNEL GRADING

OAK GROVE ROAD (T-886)

Copyright 2026, of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of

Date:Scale: Project No.: Sheet No.:AS NOTED 9/22/2026 0326-609038.02 OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Alfred Benesch & Company

Pine Grove Township, Schuylkill County, Pennsylvania

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE075322

RYAN T. FASNACHTk g o o d

O P

E R

A T

O R

F

IL

E N

A M

E : Y

P e n n s y lv a n ia \0

X

X -6

S

\0

-6

.2

P

G T w p

\E n g

D o c s \E

S \P la n s

C u lv e rt

N o

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DETAILS

EROSION AND SEDIMENTATION CONTROL

PERMANENT SEEDING APPLICATION RATE

AGRICULTURAL LIME 6 TONS 240 LB 2,480 LB

REQUIRED IN AGRICULTURAL FIELDS

OR AS PER SOIL TEST; MAY NOT BE

10-10-20 FERTILIZER 1,000 LB 25 LB 210 LB

REQUIRED IN AGRICULTURAL FIELDS

OR AS PER SOIL TEST; MAY NOT BE

TEMPORARY SEEDING APPLICATION RATE

AGRICULTURAL LIME

TOPSOIL STOCKPILES

TYPICALLY NOT REQUIRED FOR

SOIL AMENDMENT APPLICATION RATES EQUIVALENTS

BE SUBSTITUTED FOR THE SOIL AMENDMENTS SHOWN IN THE ABOVE TABLE.

A COMPOST BLANKET WHICH MEETS THE STANDARDS OF THE MANUAL MAY 1.

SOIL AMENDMENT PER ACRE PER 1000 SF PER 1000 SY NOTES

10-10-10 FERTILIZER

TOPSOIL STOCKPILES

TYPICALLY NOT REQUIRED FOR

1 TON 40 LB 410 LB

500 LB 12.5 LB 100 LB

SUPPLEMENTS

SCHEDULE OF SEEDING AND SOIL

SEEDING SEASON DATES:

ANCHORING METHOD:

RATE OF ANCHOR MATERIAL APPL:

ANCHOR MATERIAL:

MULCHING RATE:

MULCH TYPE:

LIMING RATE:

FERTILIZER APPL RATE

FERTILIZER TYPE:

APPLICATION RATE:

% PURE LIVE SEED:

SPECIES:(PERMANENT, WETLANDS)

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

NURSERY CROPS: ANYTIME ~ NATIVE: 10/15 TO 5/15

PER MANUFACTURERS' INSTRUCTIONS

STRAW

AS INDICATED BY SOIL TESTS

AS INDICATED BY SOIL TESTS

AS INDICATED BY SOIL TESTS

9.0

SEE TABLE A

FORMULA W

RECYCLED CELLULOSE FIBER

AND

WOOD FIBER

OR

PER MANUFACTURERS' INSTRUCTIONS

NONASPHALTIC EMULSION

OR

PER MANUFACTURERS' INSTRUCTIONS

POLYVINYL ACETATE

OR

RECYCLED CELLULOSE FIBER/WOOD FIBER MIXTURE

SEEDING SEASON DATES:

MULCHING RATE:

MULCH TYPE:

LIMING RATE:

FERTILIZER APPL RATE

FERTILIZER TYPE:

APPLICATION RATE:

% PURE LIVE SEED:

SPECIES:

/15 TO 6/1 & 8/1 TO 10/153

HAY

6.0

SEE TABLE A

FORMULA T(TEMPORARY)

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

10-20-20

AND

38-0-0 UREAFORM

OR

59 TO 50 AS DIRECTED

32-0-0 TO 38-0-0 SULFER COATED UREA

OR

31-0-0

TABLE B

T

W

FORMULA

TEMPORARY SEEDING

DRAINAGE CHANNELS, NON-STEEP WET AREAS

APPLICATION

(LB/ACRE)

LB/1000 SQ YD

SEEDING RATE

WEED SEED

MAX. %

GERMINATIONPURITY

MINIMUM %

FORMULA AND SPECIES

TABLE A

WEIGHT

% BY

2.67

4.44

1.11

1.67

2.67

1.67

0.33

1.67

3.33

1.67

1.11

1.67

3.33

66.67

66.67

GREEN BULRUSH (SCIRPUS ATROVIRENS)

FOWL BLUEGRASS (POA PALUSTRIS)

NORTHERN BLUE FLAG (IRIS VERSICOLOR)

BONESET (EUPATORIUM PERFOLIATUM)

SEEDBOX (LUDWIGIA ALTERNIFOLIA)

NODDING BUR MARIGOLD (BIDENS CERNUA)

ALLEGHENY MONKEYFLOWER (MIMULUS RINGENS)

SNEEZEWEED (HELENIUM AUTUMNALE)

SWAMP MILKWEED (ASCLEPIAS INCARNATA)

BLUE VERVAIN (VERBENA HASTATA)

SOFT RUSH (JUNCUS EFFUSUS)

LURID SEDGE (CAREX LURIDA)

PRAIRIE CORDGRASS (SPARTINA PECTINATA)

RIVERBANK WILDRYE (ELYMUS RIPARIUS)

FOX SEDGE (CAREX VULPINOIDEA)

PERMANENT SPECIES

CEREAL RYE (SECALE CEREALE) (FALL)

OATS (AVENA SATIVA) (SPRING)

NURSERY CROPS

0.2

0.1

0.1

0.24 (1.2)

0.4 (2.0)

0.1 (0.5)

0.15 (0.75)

0.24 (1.2)

0.15 (0.75)

0.03 (0.15)

0.15 (0.75)

0.09 (0.45)

0.45 (2.25)

0.3 (1.5)

0.15 (0.75)

0.1 (0.5)

0.15 (0.75)

0.3 (1.5)

6 (30)

6 (30)

9 (45) TOTALFORMULA W WETLAND CONSERVATION MIX: *

FORMULA T TEMPORARY GRASS MIX:

CEREAL RYE (SECALE CEREALE) (FALL)

OATS (AVENA SATIVA) (SPRING)

0.1

0.1

6 (30)

6 (30)

6 (30) TOTAL

SEED FORMULA SPECIFICATIONS

APPLICATION RATE FOR SLOPES LESS THAN 3:1

STRAW 3 TONS 140 LB 1240 LB

WEEDS, NOT CHOPPED OR FINELY BROKEN

EITHER WHEAT OR OAT STRAW, FREE OF

HAY 3 TONS 140 LB 1240 LB

OTHER NATIVE FORAGE GRASSES

TIMOTHY, MIXED CLOVER AND TIMOTHY OR

WOOD CHIPS 4-6 TONS 185-275 LB 1650-2500 LB

GRASSES AND LEGUMES

MAY PREVENT GERMINATION OF

HYDROMULCH 1 TON 47 LB 415 LB SEE NOTES

SLOPES 3:1 AND GREATER

MULCH BLANKET

EROSION CONTROL

MANUFACTURERS' INSTRUCTIONS

APPLY BLANKET AND ANCHOR PER

SC150 (2:1) OR APPROVED EQUALS

NORTH AMERICAN GREEN S150 (3:1) AND

MULCH APPLICATION RATES

3. THE APPLICATION RATE FOR ANY HYDROMULCH SHOULD BE 2,000 LB/ACRE AT A MINIMUM.

2. WOOD FIBER HYDROMULCH MAY BE APPLIED ON STEEPER SLOPES PROVIDED A TACKIFIER IS USED.

1. SHREDDED PAPER HYDROMULCH SHOULD NOT BE USED ON SLOPES STEEPER THAN 5%.

NOTES:

MULCH TYPE PER ACRE PER 1000 SF PER 1000 SY NOTES

CULVERT NO.1 CHANNEL GRADING

Copyright 2026, of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of

Date:Scale: Project No.: Sheet No.:AS NOTED 9/22/2026 0326-609038.02 OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Alfred Benesch & Company

Pine Grove Township, Schuylkill County, Pennsylvania

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE075322

RYAN T. FASNACHTk g o o d

O P

E R

A T

O R

F

IL

E N

A M

E : Y

P e n n s y lv a n ia

\0 X

X -6

S

\0 -6

.2

P

G T w p \E n g D o c s \E

S \P la n s C u lv e rt

N o .1

G ra d in g \0

E

S P la n O

G R

.d g n

S

E P

:2

P

L O

T T

E D

PPL 36455-S44581

PPL 36462-S44565 PPL 36468-S44573 UG

PPL 36477-S44581

GARAGE

SHED

SHED PORCH

DWELLING

VERIZON BUILDING

BILCO

DRIVE

OAK GROVE ROAD (T-886)

B E

U C

H L E

R L

A N

E (T

-8

BRIDGE

WOOD FOOT

DRIVE

U N

T T

S W

A T

A R

A

C R

E E

K

MB

OAK GROVE ROAD (T-886)

MICHAEL EDWARD HATTER AND AMANDA M HATTER

21-09-0027.000

DB 2176 PG 2439

ANDREW J KINKA AND CHRISTINE L WYNN

21-09-0048.000

DB 2771 PG 0391

N54°07'55"E N52°39'07"E

N48°23'01"E 30 31

32 33

P T

P C

PT PC

P T

P C

WETLAND A

WETLAND B

WETLAND B

WETLAND A

P

TOWNSHIP LEGAL RIGHT-OF-WAY LINE

�OAK GROVE RD SURVEY & CONSTR

AgA

HaC

BeB

BeB

TOWNSHIP LEGAL RIGHT-OF-WAY LINE

43"x68" ERCP

EASEMENT

TEMPORARY CONSTRUCTION

TOWNSHIP LEGAL RIGHT-OF-WAY LINE

TOWNSHIP LEGAL RIGHT-OF-WAY LINE

CONSTRUCTION ACCESS

AgA BeB

POSITIVE DRAINAGE FROM PIPE

135' OF CHANNEL GRADING TO PROVIDE

TREE REMOVAL (APPROX. 6)

TREE REMOVAL (IF NECESSARY)

CULVERT NO.1 PLAN

EROSION AND SEDIMENTATION CONTROL

- LIMIT OF DISTURBANCE

- COMPOST FILTER SOCK, SIZE INDICATED

- PUMPED WATER FILTER BAG

MeB - SOIL TYPE

P - TEMPORARY PUMP/INTAKE/HOSE

- TEMPORARY DIVERSION DEVICES

- PARCEL IDENTIFICATION NUMBER

- LEGAL RIGHT-OF-WAY

- EXISTING MAJOR CONTOUR

- EDGE OF STREAM

- FLOW DIRECTION

- EXISTING MINOR CONTOUR

550'

- WETLAND

LEGEND

EASMENT

- TEMPORARY CONSTRUCTION

CULVERT NO.1 CHANNEL GRADING

0 5025 FEET