6-BidSet.Rev1.10272026.pdf

ES - 001

EROSION AND SEDIMENT CONTROL NOTES

MAINTENANCE PROGRAM

UTILITY LINE TRENCH EXCAVATION

EROSION CONTROL & MAINTENANCE POLICIES EROSION CONTROL & MAINTENANCE POLICIES

PRESERVE AND MAINTAIN NATURAL GROUNDWATER PATH.

INSTALL TRENCH PLUGS AT SPACING SPECIFIED PER THE DETAIL TO 8.

REQUIREMENTS AND PROPOSED COVER TYPES.

SEE TRENCH RESTORATION DETAILS FOR BACKFILL MATERIAL 7.

AREAS SEEDED AND MULCHED WITHIN THE NEXT TWO CALENDAR DAYS.

SEDIMENT CONTROL MEASURES/FACILITIES WILL BE INSTALLED, AND THE

GRADED TO FINAL CONTOURS, APPROPRIATE TEMPORARY EROSION AND

F THE DAILY BACKFILLING IS DELAYED, THE DISTURBED AREA WILL BE 6. I

MUST BE COMPLETED BY THE SEVENTH WORKING DAY.

PRESSURE TESTING AND THE COMPLETE BACKFILLING OF THE OPEN TRENCH

BACKFILLING OF THE TRENCH MAY BE DELAYED FOR SIX DAYS. ALL

ANCHORS AND OTHER PERMANENT FEATURES ARE INSTALLED, DAILY

IF THE TRENCH CANNOT BE BACKFILLED UNTIL THE PIPE IS TESTED, OR 5.

DISTURBED AREAS WILL BE DONE AT THE END OF EACH WEEK.

MEASURES/FACILITIES WILL BE INSTALLED. SEEDING AND MULCHING OF ALL

TEMPORARY EROSION AND SEDIMENT POLLUTION CONTROL

DISTURBED AREA WILL BE GRADED TO FINAL CONTOURS AND APPROPRIATE

ON THE DAY FOLLOWING PIPE PLACEMENT AND TRENCH BACKFILLING, THE 4.

INSTALLATION CEASES AT THE END OF THE WORKDAY.

LINEAL FEET OF OPEN TRENCH SHOULD EXIST WHEN UTILITY LINE

BACKFILLING THAT CAN BE COMPLETED THE SAME DAY. NO MORE THAN 50

LIMIT DAILY TRENCH EXCAVATION TO THE LENGTH OF PIPE PLACEMENT AND 3.

AND GRUBBING AND SITE RESTORATION AND STABILIZATION OPERATIONS.

BACKFILLING WILL BE SELF-CONTAINED AND SEPARATE FROM CLEARING

WORK CREWS AND EQUIPMENT FOR TRENCHING, PLACEMENT OF PIPE AND 2.

COMPLETED IN ONE DAY.

EQUAL TO TWO TIMES THE LENGTH OF PIPE INSTALLATION THAT CAN BE

LIMIT ADVANCE CLEARING AND GRUBBING OPERATIONS TO A DISTANCE 1.

ENSURE SEDIMENTATION CONTROL DURING REMOVAL.

TEMPORARY DEVICES SHALL BE REMOVED STARTING UPSTREAM OR UPSLOPE TO 5.

BE SPREAD TO A UNIFORM DEPTH AND STABILIZED.

UPON PLACING THE SEDIMENT AT AN APPROVED LOCATION, THE MATERIALS SHALL 4.

APPROVED SITE ONLY.

ALL SEDIMENT REMOVED FROM A TEMPORARY DEVICE SHALL BE DISPOSED OF AT AN 3.

DEVICE.

ALL SEDIMENT SHALL BE REMOVED FROM A DEVICE PRIOR TO REMOVAL OF THE 2.

AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS

MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS 1.

DISTURBED AREAS SPECIFIED ON THE PLAN MAPS AND/OR DETAIL SHEETS.

OR STEEPER WITHIN 50 FEET OF A SURFACE WATER AND ON ALL OTHER

EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V 34.

DESCRIBED IN THIS PLAN UNTIL SUCH RESTORATION IS COMPLETE.

CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN THE MANNER

CROSS-SECTION AND PROTECTIVE LINING. ANY BASE FLOW WITHIN THE

BE IMMEDIATELY BACKFILLED AND THE CHANNEL RESTORED TO ITS ORIGINAL

UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL 33.

SURFACE WATERS OR GROUNDWATER SYSTEMS.

THE PLAN DRAWINGS. IN NO CASE SHALL IT BE ALLOWED TO ENTER ANY

CONCRETE WASH WATER SHALL BE HANDLED IN THE MANNER DESCRIBED ON 32.

PENALTIES FOR EACH VIOLATION.

CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL

FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY

PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES

INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602 OF THE

MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING

TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS

LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO

FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-31.

SCHEDULE A FINAL INSPECTION.

OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT TO

STABILIZATION OF ALL DISTURBED AREAS, THE USING AGENCY AND/OR

UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT 30.

GERMINATING SEASON.

AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE

IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED

DURING REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED

POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED

AND SEDIMENT BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT

AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION 29.

INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPS.

OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT FOR AN

STABILIZATION OF ALL DISTURBED AREAS, THE USING AGENCY AND/OR

UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT 28.

DEPARTMENT.

ANOTHER BMP APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE

TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY

E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY 27.

SLIDING, OR OTHER MOVEMENTS.

FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING,

WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND

70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER

PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 26.

STABILIZATION SPECIFICATIONS.

YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT

SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1

STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION

FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE

BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT

AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE

SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED

IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR 25.

BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL

ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A

REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND

ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON 24.

SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR

SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE 23.

FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 22.

SHALL NOT BE INCORPORATED INTO FILLS.

FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS 21.

WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE

FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, 20.

9 INCHES IN THICKNESS.

ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 19.

BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL

SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL

ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, 18.

OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL

PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4

DEPTH OF 3 TO 5 INCHES 6 TO 12 INCHES ON COMPACTED SOILS PRIOR TO

AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM 17.

SOIL LIMITATIONS AND RESOLUTIONS

SOIL TYPES

APPROPRIATE E&S BMPS AS REQUIRED AT THE DISPOSAL SITE.

STABILIZED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THE

ALL EXCESS EXCAVATION WILL BE HAULED OFFSITE AND PROPERLY 4.

IMPORTED FROM OFFSITE SOURCES AS NEEDED.

TOPSOIL OR ROADFILL MATERIAL OR GRAVEL, SUITABLE MATERIAL WILL BE

IF THE ONSITE MATERIAL IS DEEMED UNACCEPTABLE FOR THE USE OF 3.

BENCHING AS REQUIRED.

WILL BE REQUIRED TO IMPLEMENT SHORING, SHIELDING, SLOPING AND

IF UNSTABLE TRENCH EXCAVATIONS ARE ENCOUNTERED, THE CONTRACTOR 2.

COMPLETED WITH PUMPS AND PUMPED WATER FILTER BAGS.

SURFACE RUNOFF REACHES THE WORK AREAS, DEWATERING WILL BE

IN THE EVENT A SEASONABLY HIGH WATER TABLE IS ENCOUNTERED OR 1.

DESCRIBED ON THE PLAN DRAWINGS.

ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER 15.

DITCH, STORM SEWER, OR SURFACE WATER.

THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE

AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL

RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY

SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE 14.

OFFICIALS AT THE TIME OF INSPECTION.

MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY

DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE

A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY 13.

MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR

REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF THE

INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING,

WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK,

EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A

MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL

UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE 12.

VEGETATED AREAS.

TO THE PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED

ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING 11.

TO ANALYTICAL TESTING.

RELEASE OF A REGULATED SUBSTANCE BUT QUALIFYING AS CLEAN FILL DUE

PROPERTY USING AGENCY FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR

BROUGHT ON SITE IS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE

THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL 10.

FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT

ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN 9.

AT THE SITE.

BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED

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

SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ.,

AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT�S

ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE 8.

OF THE DEPARTMENT.

NOTIFY THE LOCAL CONSERVATION DISTRICT AND/OR THE REGIONAL OFFICE

TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND

OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES

POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE

IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE 7.

FLATTER.

HEIGHTS SHALL NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H:1V OR

BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE

AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL

AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED

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

TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE 6.

INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN

COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS

GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT

AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE.

CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE 5.

OBJECTIONABLE MATERIAL.

TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER

AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF 4.

DISTRICT PRIOR TO IMPLEMENTATION.

SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL CONSERVATION

THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT

ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH 3.

LOCATION OF EXISTING UNDERGROUND UTILITIES.

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

OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA

AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, 2.

AND APPROVAL.

WRITTEN SUBMITTAL OF THOSE CHANGES MAY BE REQUIRED FOR REVIEW

PLAN MUST BE GIVENPRIOR TO IMPLEMENTATION OF THOSE CHANGES. A

AT ALL TIME. ADVANCED NOTIFICATION OF ANY CHANGES TO THE APPROVED

COPY OF THE APPROVED DRAWINGS MUST BE AVAILABLE AT THE PROJECT SITE

AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE E&S PLAN. A

ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL 1.

0 TO 3 PERCENT SLOPESUDIFLUVENTS, COAL OVERWASHUD

3 TO 8 PERCENT SLOPESLAIDIG GRAVELLY LOAMLaB

8 TO 15 PERCENT SLOPESHARTLETON CHANNERY SILT LOAM HaC

SLOPESMAP UNIT NAME

NAME

UNIT

MAP

P E

N N

S Y L V A

N I

A

C O

M

M O

NW EALTH

F

REGISTERED

PROFESSIONAL

ENGINEER

NO. PE059118

DAVID LLOYD HORST

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dhorst 10/23/2026 4:28:16 PM Y:\Pennsylvania\03XX-60S\0325-609043.20_SC_CDBG_Reilly_Water\Eng_Docs\Plans\ES\ES_001_Notes.dgn (EROSION AND SEDIMENT CONTROL NOTES)

Reilly Township, Schuylkill County, Pennsylvania

CDBG BRANCHDALE WATERLINE

SCHUYLKILL COUNTY

0325-609043.2002/25/2026DLH DLH JMK

1 10/19/2026 DLH JMK REVISED PER PLAN REVIEW COMMENTS 570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza dhorst Image

ES - 002

EROSION AND SEDIMENT CONTROL NOTES

SOIL SUPPLEMENTS

SCHEDULE OF SEEDING AND

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

(LB/ACRE)

LB/1000 SQ YD

SEEDING RATE

WEED SEED

MAX. %

GERMINATIONPURITY

MINIMUM %

FORMULA AND SPECIES

TABLE A

WEIGHT

% BY

FORMULA B RESIDENTIAL MIX:

VARIETY EXCEEDING 50% OF THE TOTAL BLUEGRASS COMPONENT.

COMBINATION OF IMPROVED CERTIFIED VARIETIES WITH NO ONE

KENTUCKY BLUEGRASS MIXTURE (POA PRATENSIS). A

OR SSP COMMUTATE) (IMPROVED AND CERTIFIED)

CREEPING RED FESCUE OR CHEWINGS FESCUE (FESTUCA RUBRA

VARIETY EXCEEDING 50% OF THE TOTAL RYEGRASS COMPONENT.

COMBINATION OF IMPROVED CERTIFIED VARIETIES WITH NO ONE

PERENNIAL RYEGRASS MIXTURE (LOLIUM PERENNE). A

0.15

0.10

0.10

21.0 (105)

12.5 (62.5)

8.5 (42.5)

42.0 (210) TOTAL

2.5

2.5

0.75

0.25

2.5

1.25

0.625

0.625

1.25

6.25

2.5

SHOWY TICK-TREFOIL (DESMODIUM CANADENSE)

PARTRIDGE PEA (CHAMAECRISTA FASCICULATA)

COMMON MILKWEED (ASCLEPIAS SYRIACA)

WHITE AVENS (GEUM CANADENSE)

OX-EYE SUNFLOWER (HELIOPSIS HELIANTHOIDES)

BLACK-EYED SUSAN (RUDBECKIA HIRTA)

ROUNDSEED PANICGRASS (PANICUM SPHAEROCARPUM)

INDIANGRASS

SWITCHGRASS (PANICUM VIRGATUM)

CANADA WILDRYE (ELYMUS CANADENSIS)

LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM)

PURPLE TOP (TRIDENS FLAVUS)

PERMANENT SPECIES

CEREAL RYE (SECALE CEREALE) (FALL)

OATS (AVENA SATIVA) (SPRING)

NURSERY CROPS

0.20

0.20

0.20

0.20

0.20

0.20

0.10

0.10

0.2 (1.0)

0.2 (1.0)

0.06 (0.3)

0.02 (0.1)

0.2 (1.0)

0.32 (1.6)

0.1 (0.5)

0.05 (0.25)

0.05 (0.25)

0.1 (0.5)

0.5 (2.5)

0.2 (1.0)

6 (30)

6 (30)

8 (40.0) TOTALFORMULA N CONSERVATION MIX: *

8.33

3.33

6.11

3.33

3.33

2.22

2.22

1.11

3.33

66.67

66.67

REDTOP PANICGRASS (PANICUM RIGIDULUM)

SOFT RUSH (JUNCUS EFFUSUS)

DEERTONGUE (PANICUM CLANDESTINUM)

SOFTSTEM BULRUSH (SCHOENOPLECTUS TABERNAEMONTANI)

WOOLGRASS (SCIRPUS CYPERINUS)

LURID SEDGE (CAREX LURIDA)

PRAIRIE CORDGRASS (SPARTINA PETINATA)

RICE CUTGRASS (LEERSIA ORYZOIDES)

VIRGINIA WILDRYE (ELYMUS VIRGINICUS)

PERMANENT SPECIES

CEREAL RYE (SECALE CEREALE) (FALL)

OATS (AVENA SATIVA) (SPRING)

NURSERY CROPS

0.2

0.1

0.1

0.75 (3.75)

0.3 (1.5)

0.55 (2.75)

0.3 (1.5)

0.3 (1.5)

0.2 (1.0)

0.2 (1.0)

0.1 (0.5)

0.3 (1.50)

6 (30)

6 (30)

9 (45) TOTAL*FORMULA R SEASONALLY FLOODED 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

TABLE B

T

R

N

B

FORMULA

TEMPORARY SEEDING

DRAINAGE CHANNELS, NON-STEEP WET AREAS

SLOPES STEEPER THAN 3:1

NON-STEEP, HIGHLY MAINTAINED SURFACES, LAWN

APPLICATION

IF A SPECIES IS UNAVAILABLE IN THIS MIX, SUBSTITUTE BY INCREASING THE PERCENTAGE OF OTHER ITEMS IN THE MIX.*

SEED FORMULA SPECIFICATIONS

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:

RATE OF ANCHOR MATERIAL APPL:

ANCHORING METHOD:

ANCHOR MATERIAL:

MULCHING RATE:

MULCH TYPE:

LIMING RATE:

FERTILIZER APPL RATE

FERTILIZER TYPE:

APPLICATION RATE:

% PURE LIVE SEED:

SPECIES:(PERMANENT, SLOPES/SWALES)

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

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

ROLLED EROSION CONTROL PRODUCT

AS INDICATED BY SOIL TESTS

AS INDICATED BY SOIL TESTS

AS INDICATED BY SOIL TESTS

C: 12.0 ~ N: 8.0 ~ P: 8.0

SEE TABLE A

FORMULA N

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, <3:1 SLOPES)

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

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

PER MANUFACTURERS' INSTRUCTIONS

STRAW

B: 42.0 ~ L: 48.0

SEE TABLE A

FORMULA B

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

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

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

P E

N

N S Y L V

A

N

I A

C O

M

M O

NW EALT

H

REGISTERED

PROFESSIONAL

ENGINEER

NO. PE059118

DAVID LLOYD HORST

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dhorst 10/23/2026 4:31:29 PM Y:\Pennsylvania\03XX-60S\0325-609043.20_SC_CDBG_Reilly_Water\Eng_Docs\Plans\ES\ES_002_Seeding.dgn (EROSION AND SEDIMENT CONTROL NOTES)

Reilly Township, Schuylkill County, Pennsylvania

CDBG BRANCHDALE WATERLINE

SCHUYLKILL COUNTY

0325-609043.2002/25/2026DLH DLH JMK

1 10/19/2026 DLH JMK REVISED PER PLAN REVIEW COMMENTS

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

ES - 003

EROSION AND SEDIMENT CONTROL DETAILS

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)

SECTION VIEW

PLAN VIEW

AREA

UNDISTURBED

UNDISTURBED AREADISTURBED AREA

AREA

DISTURBED

M

IN

BLOWN / PLACED FILTER MEDIA COMPOST FILTER SOCK

2" x 2" WOODEN STAKES PLACED 10' OC

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

NOT TO SCALE

COMPOST SOCK WASHOUT

HEIGHT.

FILTER SOCK MAY BE STACKED ONTO DOUBLE 24" DIAMETER SOCKS IN PYRAMIDAL CONFIGURATION FOR ADDED

COMPOST SOCKS MAY BE STACKED AND STAKED SO AS TO FORM A TRIANGULAR CROSS SECTION. 18-INCH DIAMETER

PLASTIC LINERS SHOULD BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY.

ACCUMULATED MATERIALS SHOULD BE REMOVED WHEN THEY REACH 75% CAPACITY.

IMMEDIATELY.

INSPECT WASHOUT FACILITIES DAILY. DEACTIVATE AND REPAIR OR REPLACE DAMAGE OR LEAKING WASHOUTS

OF WHEN THEY REACH THE CLEANOUT LEVEL.

THAT THEY ARE WATERTIGHT, AND APPROPRIATELY SIZED. ACCUMULATED MATERIALS MUST BE PROPERLY DISPOSED

ENSURE THAT THE CONTAINERS ARE INTENDED BY THE MANUFACTURER FOR USE AS CONCRETE WASHOUT BMPS, PREFABRICATED WASHOUT CONTAINERS MAY BE USED AS A SUITABLE ALTERNATIVE. CARE SHOULD BE TAKEN TO

NOTES:

SECTION VIEW

PLAN VIEW

SPACED 5' OC (TYP)

2" x 2" x 36" WOOD STAKES

FILTER RING

ON UPSLOPE SIDE OF

SOCK 4' MIN OVERLAP

24" COMPOST FILTER

INTO FILTER RING

WASHOUT WATER

DIRECT CONCRETE

M

IN

SPACED 5' OC (TYP)

2" x 2" x 36" WOOD STAKES

FILTER RING HEIGHT

WASHOUT WATER IS 50% OF

MAXIMUM DEPTH OF CONCRETE

MIN 10 MIL THICKNESS

PLASTIC SHEETING,

FILTER SOCK

24" COMPOST

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

NO. PE059118

DAVID LLOYD HORST

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dhorst 10/23/2026 4:34:51 PM Y:\Pennsylvania\03XX-60S\0325-609043.20_SC_CDBG_Reilly_Water\Eng_Docs\Plans\ES\ES_003_Details.dgn (EROSION AND SEDIMENT CONTROL DETAILS)

Reilly Township, Schuylkill County, Pennsylvania

CDBG BRANCHDALE WATERLINE

SCHUYLKILL COUNTY

0325-609043.2002/25/2026DLH DLH JMK

1 10/19/2026 DLH JMK REVISED PER PLAN REVIEW COMMENTS

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

ES - 004

NOT TO SCALE

FILTER BAG INLET PROTECTION - TYPE M INLET

DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS. 6.

NOTES.

AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN

BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY

CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL

EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO

INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE 5.

OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE.

STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE

AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM BURST 4.

UNTIL PERMANENT STABILIZATION IS COMPLETED OR REMAIN PERMANENTLY.

ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. EARTHEN BERM IN CHANNEL SHALL BE MAINTAINED

ROLLED EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE BERM ON 3.

REQUIRED FOR ALL INSTALLATIONS.

INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP. BERMS SHALL BE 2.

MAXIMUM DRAINAGE AREA = 1/2 ACRE. 1.

NOTES:

PLAN VIEWSECTION VIEW

(TYP)

2:1 MAX

TEMPORARY OR PERMANENT VEGETATION

EARTHEN BERM TO BE STABILIZED WITH

FLOW

INLET

STORM

FLOW

2:1 MAX

MIN HEIGHT

2:1 MAX

BERM

3:1

PLAN VIEW

RUBBER BLOCK

IN 4

2 IN x 2 IN x

(1/4 IN NYLON ROPE)

EXPANSION RESTRAINT

ISOMETRIC VIEW

W

ID

TH LENGTH

FT

FROM INLET

BAG REMOVAL

1 IN REBAR FOR

INLET GRATE

NOT TO SCALE

EROSION CONTROL BLANKET INSTALLATION

SHALL BE RESTORED OR REPLACED WITHIN 4 CALENDAR DAYS.

COVERAGE THROUGHOUT THE BLANKETED AREA. DAMAGED OR DISPLACED BLANKETS

UNTIL PERENNIAL VEGETATION IS ESTABLISHED TO A MINIMUM UNIFORM 70%

BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT 6.

RECOMMENDATIONS.

THE BLANKET SHALL BE STAPLED IN ACCORDANCE WITH THE MANUFACTURER’S 5.

MAINTAIN DIRECT CONTACT WITH SOIL. DO NOT STRETCH BLANKET.

THROUGHOUT ENTIRE LENGTH. LAY BLANKET LOOSELY AND STAKE OR STAPLE TO

BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLYING SOIL 4.

SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS.3.

PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE.2.

PLAN DRAWINGS PRIOR TO INSTALLING THE BLANKET.

SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE 1.

NOTE:

GOOD SOIL CONTACT.

STRETCHED; IT MUST MAINTAIN

THE BLANKET SHOULD NOT BE

STYLE). STAPLE SECURELY.

DOWNSLOPE BLANKET (SHINGLE

THE UPSLOPE BLANKET OVERLYING THE

OVERLAP BLANKET ENDS 6" (MIN.) WITH

SLOPE BEING BLANKETED.

FOR STEEPNESS AND LENGTH OF

RECOMMENDED STAPLING PATTERN

REFER TO MANUFACTURER'S

BLANKET.

PRIOR TO INSTALLATION OF

LIME, FERTILIZER, & SEED)

(INCLUDING APPLICATION OF

PREPARE SEED BED

AND COMPACT SOIL.

TRENCH, STAPLE, BACKFILL

ROLL IN 6" x 6" ANCHOR

INSTALL BEGINNING OF

OF WATER FLOW

ROLL BLANKETS IN DIRECTION

STARTING AT TOP OF SLOPE,

AND STAPLED.

OVERLAPPED 4" (MIN.)

BLANKET EDGES

NOT TO SCALE

EROSION CONTROL BLANKET STAPLE PATTERNS

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

3'-0"

3'-0"

" 4

"3'-0"

1'-6"1'-6"

(TYP)

ANCHORS

(TYP)

ANCHORS

(TYP)

ANCHORS

PLACE 1 ANCHOR/SY

PLACE 1.5 ANCHOR/SY

PLACE 2 ANCHOR/SY

P E

N N

S Y L V A

N I

A

C O

M

M

REGISTERED

PROFESSIONAL

ENGINEER

NO. PE059118

DAVID LLOYD HORST

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dhorst 10/23/2026 4:36:37 PM Y:\Pennsylvania\03XX-60S\0325-609043.20_SC_CDBG_Reilly_Water\Eng_Docs\Plans\ES\ES_004_Details.dgn (EROSION AND SEDIMENT CONTROL DETAILS)

Reilly Township, Schuylkill County, Pennsylvania

CDBG BRANCHDALE WATERLINE

SCHUYLKILL COUNTY

0325-609043.2002/25/2026DLH DLH JMK

1 10/19/2026 DLH JMK REVISED PER PLAN REVIEW COMMENTS 570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

ES - 005

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

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.

OF ENTRANCE.

REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. EXTEND ROCK OVER FULL WIDTH 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

PROVIDE PROPER COVER OVER PIPE

* MOUNTABLE BERM USED TO

M

IN

M

IN

M

IN

50' MIN

3'

ROADWAY

EXISTING

ROADWAY

EXISTING

EXISTING GROUND

GEOTEXTILE

MIN 8" AASHTO #1

EARTH FILL

PIPE AS NECESSARY

(6" MIN) *

MOUNTABLE BERM

NOT TO SCALE

STOCKPILE CONTROL DETAIL

SECTION VIEW

MATERIAL

STOCKPILE

UNDISTURBED AREA

MATERIAL

STOCKPILE

(SEE DETAIL)

EQUIVALENT SILT FENCE.

12" HEIGHT OR

COMPOST FILTERSOCK,

(SEE DETAIL)

EQUIVALENT SILT FENCE.

12" HEIGHT OR

COMPOST FILTERSOCK,

SEE DETAIL

ANCHORING POST

M A

X

F E

E T

MIN

6'-0"

2 (MAX)

FILL THIS AREA

MATERIAL SHALL NOT

SECTION

SEE

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

NO. PE059118

DAVID LLOYD HORST

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dhorst 10/23/2026 4:42:26 PM Y:\Pennsylvania\03XX-60S\0325-609043.20_SC_CDBG_Reilly_Water\Eng_Docs\Plans\ES\ES_005_Details.dgn (EROSION AND SEDIMENT CONTROL DETAILS)

Reilly Township, Schuylkill County, Pennsylvania

CDBG BRANCHDALE WATERLINE

SCHUYLKILL COUNTY

0325-609043.2002/25/2026DLH DLH JMK

1 10/19/2026 DLH JMK REVISED PER PLAN REVIEW COMMENTS

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

TOTAL SHEETSSECTIONROUTECOUNTYDISTRICT BOROUGH

5-0 6

O

C T

P L

O T

T E

D

F I L

E N

A M

E Y

P e n n s y l v a n i a X

X S

.2

S

C C

D B

G R e i l l y W a t e r E n g D o c s P l a n s H

O P

H

O P

C o v e r .d g n

O P

E R

A T

O R

D-9012 CADD (02-90) REVISED (05-97)

dhorst 10/23/2026 4:51:48 PM

HOP

TOWNSHIP

PROJECT DESINGER: JOB NO.:DATE:

DLH

HIGHWAY OCCUPANCY PERMIT PLANS

15122-1078

WEST MIFFLIN, PENNSYLVANIA

925 IRWIN RUN ROAD

PENNSYLVANIA ONE CALL SYSTEM, INC.

DRILL, BLAST OR DEMOLISH

NOTICE TO UTILITIES BEFORE YOU EXCAVATE

PA LAW REQUIRES THREE WORKING DAYS

NON -MEMBERS MUST BE CONTACTED DIRECTLY

CALL 1-800-242-1776

BEFORE YOU DIG ANYWHERE IN PENNSYLVANIA

LOCATION MAP

0 50002500 FEET

Alfred Benesch & Company

400 One Norwegian Plaza

Pottsville, Pennsylvania 17901

570-622-4055

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

DAVID LLOYD HORST

NO. PE059118

PHONE: 570-277-6921

NEW PHILADELPHIA, PA 17959

375 VALLEY STREET

TOWNSHIP OF BLYTHE

MUNICIPAL AUTHORITY OF THE

HOP APPLICATION NO. 419427

SCHUYLKILL REILLY *

BRANCHDALE WATERLINE

UTILITY PERMIT

REILLY TOWNSHIP, SCHUYLKILL COUNTY, PENNSYLVANIA

SCHUYLKILL COUNTY

REILLY TOWNSHIP

SR 0290

SEG 0350 OFFSET 1555

LIMIT OF WORK

SCHUYLKILL COUNTY

REILLY TOWNSHIP

SR 0209

SEG 0360 OFFSET 0080

LIMIT OF WORK

LEGEND

WORK AREA

STATE ROADWAY

PUBLIC ROADWAY

MUNICIPAL BOUNDARY

STREAM

SR 0

TO STA. LENGTH FT. 0.17 MI. FROM STA.

OFFSET OFFSET

SR 0209 (N. STATE ROAD)

1974+38

FROM SEG.

1983+31 893

TO SEG. 0080036015500350

- SB (1.0')

- NB (1.0')SHOULDER WIDTH

- SB (10.0')

- NB (10.0')PAVEMENT WIDTH

- 40 MPHDESIGN SPEED

- RURAL PRINCIPAL ARTERIALHIGHWAY CLASSIFICATION

SEG 0310 TO SEG 400

TRAFFIC DATA

- 5%TRUCK%

- 4%T

- 52%D

- 457 (K=9)DHV

- 5096 (2031)DESIGN YEAR ADT

- 5076 (2026)CURRENT ADT

DESIGN DESIGNATION - SR 0209

SEG 0350 OFF 1555 TO SEG 0360 OFF 0080

NEW PHILADELPHIA, PA 17959

375 VALLEY ST,

MUNICIPAL AUTHORITY OF THE TOWNSHIP OF BLYTHE

PREPARED FOR:

DRAWN BY: CHECKED BY:

DLH 0325-609043.20

DPC

REG. PROFESSIONAL ENGINEER

DATE: 10/15/2026

10/15/2026

SCALE

0 25

50 FEET

10 FEET

VERTICAL

HORIZONTAL

PHONE: 570-751-2000

BRANCHDALE, PA. 17923

PO BOX 1

6 SPRUCE STREET

REILLY TOWNSHIP

PHONE: 570-490-5684

PAXINOS, PA. 17860

437 BLUE CHURCH RD

PPL ELECTRIC UTILITIES CORPORATION

PHONE: 1-800-934-6489

PHILADELPHIA, PA 19103

1701 JFK BLVD

COMCAST

10/23/2026HOP DETAILSHOP-0066 OF 6

10/23/2026HOP PLAN SHEETHOP-0055 OF 6

10/23/2026HOP PLAN SHEETHOP-0044 OF 6

10/23/2026GENERAL NOTESHOP-0033 OF 6

10/23/2026LEGENDHOP-0022 OF 6

10/23/2026TITLE SHEETHOP-0011 OF 6

LAST REVISEDDESCRIPTIONSHEET NO.PAGE

SHEET INDEX

RC-77M DEC 17, 2019

RC-75M JUNE 1, 2010

FEB 8, 2019 RC-73M

FEB 8, 2019 RC-72M

RC-71M AUG 4, 2017

RC-70M FEB 8, 2019

RC-54M NOV 30, 2021

RC-51M SEPT,1, 2023

RC-50M FEB 27, 2023

FEB 19, 2021 RC-46M

RC-45M FEB 19, 2021

RC-39M NOV 30, 2021

RC-38M SEP 15, 2016

3FEB 27, 202 RC-30M

RC-28M SEPT 1, 2023

RC-13M JUNE 1, 2010

RC-10M JUNE 1, 2010

TC-8803 OCTOBER 14, 2010

FOLLOWING STANDARD DRAWINGS:

DETAILS, OTHER THAN THOSE INDICATED, ARE ON THE

LIST OF PUBLIC UTILITIES

20262930906SERIAL NOS.

ENTITLED "UNDERGROUND UTILITY LINE PROTECTION."

OF PENNSYLVANIA ACT 287 OF 1974, AS AMENDED,

ARE CAUTIONS TO COMPLY WITH THE REQUIREMENTS

PLAN AND THE INFORMATION CONTAINED THEREON

ALL DESIGNERS AND CONTRACTOR UTILIZING THIS

PHONE: 717-780-9800

HARRISBURG PA 17101

STRAWBERRY SQUARE, ELEVENTH FLOOR

VERIZON PENNSYLVANIA LLC

dhorst Image

HOP-002

MAINTENANCE AND PROTECTION OF TRAFFIC (MPT) NOTES

ACTIVITIES WITHIN PENNDOT'S RIGHT-OF-WAY.

THE CONTRACTOR SHALL COMPLY WITH ACT 229 OF DECEMBER 2002 DURING CONSTRUCTION 18.

FLASH.

DO NOT FLAG A SIGNALIZED INTERSECTION WITHOUT THE MUNICIPALITY PLACING THE SIGNAL ON

17. NOTIFY THE LOCAL MUNICIPALITY WHERE SIGNALIZED INTERSECTIONS FALL WITHIN THE WORK ZONE.

CONGESTION AND UNSAFE TRAFFIC CONDITIONS.

RESTRICTING TRAFFIC FLOW WITHIN THE WORK AREA SHALL BE MINIMIZED TO PREVENT TRAFFIC 16.

DAY'S WORK PERIOD.

REMOVE ALL SHORT-TERM WORK ZONE TRAFFIC CONTROL SIGNING UPON COMPLETION OF THAT 15.

PUBLICATION 408, SECTION 901.3(J).

DROPOFFS CREATED BY CONSTRUCTION OPERATIONS SHALL BE TREATED CONSISTENT WITH 14.

IN THE CURRENT PENNDOT PUBLICATION 213, "TEMPORARY TRAFFIC CONTROL GUIDLINES".13.

PATA 107 AND PATA 108.

WITH APPLICABLE PATA DRAWING(S): PATA 201-A, PATA 202-A, PATA 101-A, PATA 102, PATA 103. PATA 106, MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE 12.

SIGNIFICANT TRAFFIC IMPACTS (E.G., LATERAL WIDTH RESTRICTIONS LESS THAN 16 FEET, DETOURS).

MANAGER AND THE DISTRICT APRAS COORDINATOR AT LEAST FOURTEEN DAYS PRIOR TO ANY

AFFECTED BUSINESSES, SCHOOL DISTRICT(S), THE GENERAL PUBLIC, THE DISTRICT PERMIT

PERMITTEE SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES (E.G., POLICE, FIRE, MEDICAL). 11.

REMOVED BY NOON ON THE DAY PRIOR TO THE LEGAL HOLIDAY.

WEEKENDS ASSOCIATED WITH LEGAL HOLIDAYS. ALL RESTRICTIONS AND CLOSURES ARE TO BE

AND BETWEEN 3:00 PM AND 6:00 PM, MONDAYS THROUGH FRIDAYS OR ON LEGAL HOLIDAYS AND

NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE PERMITTED BETWEEN 6:00 AM AND 9:00 AM 10.

PUBLICATION 35 (BULLETIN 15).

RETROREFLECTIVE SHEETING. SHEETING SHALL BE APPROVED AND LISTED IN PENNDOT

ALL CHANNELIZING DEVICES, BARRICADES, AND SIGNS SHALL HAVE TYPE III OR BETTER PRISMATIC 9.

WILL NOT BE OBSTRUCTED AT DRIVEWAYS AND LOCAL ROADS.

DRIVEWAYS WILL BE KEPT ACCESSIBLE AT ALL TIMES. LOCATE ALL SIGNS SO THAT SIGHT DISTANCES 8.

ALL SIGNS AND DEVICES TO BE MAINTAINED IN NEW OR LIKE NEW CONDITION.7.

NOTED OR INSTRUCTED BY DISTRICT OFFICE.

MOUNT ALL LONG-TERM ADVANCE WARNING SIGNS ON TYPE III BARRICADES UNLESS OTHERWISE 6.

MARKINGS.

COVER OR REMOVE ALL CONFLICTING SIGNS AND ERADICATE ALL CONFLICTING PAVEMENT 5.

OF WORK.

PERMITTEE MUST ARRANGE FOR INSPECTION OF ALL TRAFFIC CONTROL DEVICES PRIOR TO START 4.

ANY TRAFFIC CONTROL DEVICES ERECTED BY THE DEPARTMENT FORCES.

REMOVE THESE DEVICES IMMEDIATELY UPON COMPLETION OF THE WORK. PENNDOT WILL REMOVE 3.

I. MUTCD, CURRENT EDITION

H. PENNDOT PUBLICATION 408

G. PENNDOT PUBLICATION 236

F. PENNDOT PUBLICATION 213

E. PENNDOT PUBLICATION 212

D. PENNDOT PUBLICATION 111

C. PENNDOT PUBLICATION 72M

B. PENNDOT PUBLICATION 46

A. PENNDOT PUBLICATION 35

INDICATED ON THESE DRAWINGS AND THE FOLLOWING:

DURING HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES CONSISTENT WITH THE METHODS

FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES. MAINTAIN TRAFFIC 2.

LIMITS OF CONSTRUCTION.

OF THE PUBLIC WHEN APPROACHING AND DEPARTING THE CONSTRUCTION AREA AND WITHIN THE

THIS WORK CONSISTS OF THE MAINTENANCE AND PROTECTION OF TRAFFIC AND THE PROTECTION 1.

2 6 dhorst 10/23/2026 5:08:25 PM Y:\Pennsylvania\03XX-60S\0325-609043.20_SC_CDBG_Reilly_Water\Eng_Docs\Plans\HOP\HOP_LEGEND.dgn (LEGEND)

PREPARED BY:

Pottsville, PA 17901

400 One Norwegian Plaza

Alfred Benesch & Company

DWG: CKD: DES: DLH DLH DPC

BYDATEREVISIONS

NUMBER

REVISION

REILLY TOWNSHIP

OF* 5-0

SHEETSECTIONROUTECOUNTYDISTRICT

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

NO. PE059118

DAVID LLOYD HORST

209SCHUYLKILL

1 REVISED PER PLAN REVIEW COMMENTS 10/23/26 DLH

TYPICALTYP

WELDED WIRE FABRICWWF

WATER VALVEWV

WATERPROOFWP

WATER METERWM

WITHW/

VERTICALVERT

TOP OF WALLTOW

TOP OF FOOTINGTOF

TOP OF CONCRETETOC

THROUGHTHRU

TOP & BOTTOMT&B

TREADST

STRUCTURALSTRUCT

STEELSTL

STANDARDSTD

SQUARESQ

SPECIFICATIONSPEC

SIMILARSIM

SHEETSHT

SECTIONSECT

SCHEDULESCHED

ROOMRM

RETAININGRET

REQUIREDREQ'D

REINFORCEDREINF

REFERENCERE

ROOF DRAINRD

RADIUSRAD

OR

RADIUSR=

RISERR

QUANTITYQTY

POLYVINYL CHLORIDE PIPEPVC

PLYWOODPLWD

PLATEPL

OPENINGOPG

OUTSIDE DIAMETEROD

ON CENTEROC

NOT TO SCALENTS

NO TRENCHNT

NECESSARYNEC'Y

MANHOLEMH

MINIMUMMIN

METALMET

MECHANICALMECH

MAXIMUMMAX

MANUFACTURERMANUF

LAVATORYLAV

LAMINATELAM

JOINTJT

JUNCTION BOXJB

INVERTINV

INTERIORINT

INSULATIONINSUL

INCHIN

INSIDE DIAMETERID

HEIGHTHT

HORIZONTALHORIZ

HOLLOW METALHM

HOSE BIBBHB

GAS VALVEGV

GROUTGRT

GAS METERGM

GENERALGEN

GALVANIZEDGALV

GAUGEGA

FLAG POLEFP

FOOTINGFTG

FOOTFT

FRAMEFRM

FLUORESCENTFLUOR

FLOORFLR

FINISH FLOORFIN FL

FIRE HYDRANTFH

FINISH GRADEFG

FOUNDATIONFDN

FLOOR DRAINFD

EXTERIOREXT

EXPANSION JOINTEXP JT

EXPANSIONEXP

EXISTINGEXIST

EQUIPMENTEQUIP

EQUALEQ

ELECTRICALELECT

ELEVATIONELEV

EACHEA

DRAWINGDWG

DOWN SPOUTDS

DOWNDN

DUCTILE IRON PIPEDIP

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

DETAILDET

DOUBLEDBL

CONTINUOUSCONT

CONSTRUCTIONCONST

CONCRETECONC

COLUMNCOL

CLEANOUTCO

CONCRETE MASONRY UNITCMU

CORRUGATED METAL PIPECMP

CEILINGCLG

CENTERLINE�

CONTROL JOINTCJ

CAST IRON PIPECIP

CEMENTCEM

CABINETCAB

BOTTOMBOT

BENCH MARKBM

BLOCKBLK

BASELINE�

BUILDINGBLDG

ALUMINUMALUM

APPROXIMATELYAPPROX

ABBREVIATIONS

CO

MH

GV

GM

FH

WV

WELL

WM

BO

CONCRETE BLOCK

VAULT

INLET

BLOWOFF

WATER METER

WELL

WATER VALVE

FIRE HYDRANT

GAS METER

GAS VALVE

MANHOLE

CLEANOUT

POST/LAMP POST/BOLLARD

SIGN AND POSTS

SIGN

LIGHT STANDARD

GUY WIRE

GROUND ELEVATION

ROAD DELINEATION SIGN

SHRUB ROW

TREE/BRUSH LINE

SHRUB

NPDES BOUNDARY

SHORING

100-YEAR FLOOD BOUNDRY

GUIDE RAIL

CONTOURS MINOR

CONTOURS MAJOR

EDGE OF STREAM

FENCE

BASELINE

WATER LINE

TELEPHONE LINE

STORM SEWER LINE

SANITARY SEWER LINE

GAS LINE

UNDERGROUND ELECTRIC LINE

ABOVE GROUND ELECTRIC LINE

ROAD EDGE

LEGAL RIGHT-OF-WAY

PROPERTY LINE

DESCRIPTION TEXT

LEGEND

1000.0

CO

GV

GM

WELL

WM

6" 6"

6" 6"

MH

FH

WV

BO

1300.0 1300.0

EXISTINGPROPOSED

1 1

1000.0

S

ROADWAY/SHOULDER RESTORATION

DRIVEWAY RESTORATION

E,CTV,T

ELECTRIC, CABLE AND TELEPHONE

ABOVE GROUND COMBINED

E,CTV

ELECTRIC, AND CABLE

ABOVE GROUND COMBINEDE,CTV

PROPERTY OWNER LIST

TAX ID: 24-02-0027.002

BRANCHDALE, PA 17923

149 N. STATE ROAD

FRANCIS FALKOWSKI

TAX ID: 24-02-0038.000

BRANCHDALE, PA 17923

N. STATE ROAD

LOIS GRONAUER

TAX ID: 24-02-0027.003

BRANCHDALE, PA 17923

165 N. STATE ROAD

CHRISTOPHER BOWERS

TAX ID: 24-10-0186.000

BRANCHDALE, PA 17923

142 N. STATE ROAD

CHARLENE KOLES

TAX ID: 24-10-0187.000

BRANCHDALE, PA 17923

146 N. STATE ROAD

MARY ANN SOROKACH

TAX ID: 24-10-0188.000

BRANCHDALE, PA 17923

148 N. STATE ROAD

ASHLEY L WINEBARGER

TAX ID: 24-10-0189.000

BRANCHDALE, PA 17923

152 N. STATE ROAD

EDWARD HAUPTLY

TAX ID: 24-10-0190.000

BRANCHDALE, PA 17923

154 N. STATE ROAD

NANDULALL SAVIHIE

TAX ID: 24-10-0191.000

BRANCHDALE, PA 17923

166 N. STATE ROAD

JEREMY LEININGER

TAX ID: 24-10-0192.000

BRANCHDALE, PA 17923

168 N. STATE ROAD

EDWARD KIEFFER

TAX ID: 24-02-0040.001

BRANCHDALE, PA 17923

N. STATE ROAD

EDWARD KIEFFER

TAX ID: 24-02-0040.000

BRANCHDALE, PA 17923

176 N. STATE ROAD

BELA W SZILAGYI

TAX ID: 24-02-0037.002

BRANCHDALE, PA 17923

185 N. STATE ROAD

WILLIAM N KERN

TAX ID: 24-02-0037.003

BRANCHDALE, PA 17923

191 N. STATE ROAD

JULIO SALCEDO-CONTRERAS

TAX ID: 24-02-0036.000

BRANCHDALE, PA 17923

1 MILL STREET

NEIL K LANGTRY

TAX ID: 24-02-0037.000

BRANCHDALE, PA 17923

MILL STREET

NEIL K LANGTRY

TAX ID: 24-02-0035.000

BRANCHDALE, PA 17923

5 MILL STREET

ERIC P BRYANT

TAX ID: 24-02-0034.000

BRANCHDALE, PA 17923

7 MILL STREET

JARED M ZOMRO

HOP-003

3 6 dhorst 10/23/2026 5:14:37 PM Y:\Pennsylvania\03XX-60S\0325-609043.20_SC_CDBG_Reilly_Water\Eng_Docs\Plans\HOP\HOP_GENERAL NOTES.dgn (GENERAL NOTES)

PREPARED BY:

Pottsville, PA 17901

400 One Norwegian Plaza

Alfred Benesch & Company

DWG: CKD: DES: DLH DLH DPC

BYDATEREVISIONS

NUMBER

REVISION

REILLY TOWNSHIP

OF* 5-0

SHEETSECTIONROUTECOUNTYDISTRICT

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

NO. PE059118

DAVID LLOYD HORST

209SCHUYLKILL

1 REVISED PER PLAN REVIEW COMMENTS 10/23/26 DLH

ALFRED BENESCH & COMPANY, OR THEIR REPRESENTATIVES.

LOCATION OF THE UNDERGROUND UTILITIES IS ON THE CONTRACTOR, AND NOT ON THE PROJECT OWNER OR

THE RISK OF FINANCIAL LOSS RESULTING FROM MISIDENTIFICATION, MISLOCATION OR MISUNDERSTANDING OF THE

VERIFIED BY THE CONTRACTOR AT THE PROJECT SITE.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED BY THE CONTRACTOR AND SHALL BE FIELD

ALL UNNECESSARY CONFLICTS THEREWITH.

THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION OR DEMOLITION AND (3) TO AVOID

WITHOUT RELIANCE ON THESE PLANS: (1) TO CONTACT ALL UTILITY OWNERS INDEPENDENTLY, (2) TO DETERMINE

GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR IS RESPONSIBLE AT ITS SOLE COST AND EXPENSE AND

ANY OTHER FEATURE OF UNDERGROUND UTILITIES IS FOR GENERAL INFORMATION AND GUIDANCE ONLY, AND IS NOT

NOTE: INFORMATION ON THESE PLANS CONCERNING THE CONDITIONS, DIMENSIONS, DEPTH, SIZE, LOCATION OR

PERFORMED. AVAILABLE SURFACE INFORMATION IS INDICATED ON THE DRAWINGS.

UNDERGROUND INSTALLATION OR STRUCTURES ARE SHOWN ON THE PLANS. NO FIELD EXCAVATION HAS BEEN

THE PRESENT UNDERGROUND UTILITY INSTALLATION OR STRUCTURES SHOWN ON THE PLANS, OR THAT ALL

COMPANY DOES NOT GUARANTEE, REPRESENT, WARRANT OR ASSURE EITHER THE ACCURACY OF THE LOCATION OF

HAS BEEN PROVIDED TO ALFRED BENESCH & COMPANY FROM THE UTILITES LISTED ABOVE. ALFRED BENESCH &

WARNING! EXISTING UTILITIES, AS SHOWN ON THESE DRAWINGS, ARE IN ACCORDANCE WITH INFORMATION THAT

HOP PLANS.

ALL UTILITY RELOCATION PERMITS TAKE PRECEDENCE OVER THE UTILITY RELOCATION POSITIONS SHOWN ON THE 29.

STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF THE CONSTRUCTION.

IT IS THE RESPONSIBILITY OF THE PERMITTEE TO REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND NEW 28.

FACILITY AND, IN THE CASE OF PIPELINES, THE SUBSTANCE CONVEYED.

INTENDED. MARKERS SHOULD INDICATE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE OWNER OF THE

PLACEMENT OF MARKERS IS NOT PRACTICAL AND WOULD NOT SERVE THE PURPOSE FOR WHICH MARKERS ARE

HIGHWAY RIGHT-OF-WAY LINE EXCEPT FOR FACILITIES. CROSSING NON-LIMITED ACCESS HIGHWAYS WHERE THE

THE LOCATION OF CROSSING FACILITIES MUST BE INDICATED BY LINE MARKERS LOCATED AT OR OUTSIDE THE 27.

VERTICAL CONTROL IS BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988.26.

HORIZONTAL CONTROL IS BASED ON PA STATE PLANE COORDINATE SYSTEM (SOUTH ZONE) NAD83.25.

DO NOT INTERFERE WITH THE OPERATION OF ANY FIRE HYDRANT, FIRE CALL BOX, OR POLICE CALL BOX.24.

WORK.

ALL EXISTING SIGNS MUST BE MAINTAINED DURING CONSTRUCTION. RESET ALL SIGNS AS REQUIRED FOR NEW 23.

THE END OF EACH DAY.

ANY PAVEMENT MARKINGS TO REMAIN THAT ARE DISTURBED DURING CONSTRUCTION MUST BE REPLACED AT 22.

THE END OF EACH DAY.

ALL AREAS EXPOSED BY CONTRACTOR DURING CONSTRUCTION WILL BE MADE WEATHERTIGHT AND SECURED AT 21.

VERTICALLY ADJUST ALL EXISTING MANHOLES AND UTILITY VALVES TO PROPOSED GRADE.20.

PROPOSED PIPING DURING CONSTRUCTION TO PREVENT DAMAGE TO PIPES AND APPURTENANCES.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THERE IS SUFFICIENT COVER ON EXISTING AND 19.

OWNER'S REPRESENTATIVE.

PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE DIRECTED BY THE 18.

MANUAL.

PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION EROSION AND SEDIMENT POLLUTION CONTROL

DURING ALL PHASES OF CONSTRUCTION. EROSION AND SEDIMENTATION CONTROLS WILL CONFORM TO THE

ALL REQUIRED SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE PROVIDED, INSTALLED AND MAINTAINED 17.

ORIGINAL CONDITION AS DIRECTED BY THE ENGINEER.

ALL AREAS DISTURBED OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THEIR 16.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR.15.

REQUIRED FEE.

CONSTRUCTION OF THIS SITE. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND PAY THE

THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS APPLICABLE TO 14.

ADDITIONAL COST.

CONTRACTOR TO RESET/REMOVE EXISTING SIGNS AS DIRECTED BY PENNDOT/INSPECTOR/ENGINEER AT NO 13.

PRIOR TO THE CLOSING OF TRAVEL LANE.

CONTRACTOR WILL NOTIFY THE PENNDOT PRESS OFFICE AT 610-871-4555 A MINIMUM OF THREE WORKING DAYS 12.

REPLACEMENT WILL BE AT THE DISCRETION OF THE INSPECTOR IN CHARGE.

MODIFICATIONS TO EXISTING DRAINAGE STRUCTURES MAY RESULT IN THE NEED TO REPLACE THE STRUCTURE. 11.

ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED WITH A 2-FOOT SMART LEVEL IF NECESSARY.10.

RIGHT-OF-WAY.

DEPARTMENTS PUBLICATION 35 (BULLETIN 15), FOR ALL MATERIALS AND STRUCTURES WITHIN PENNDOT

MATERIAL CERTIFICATION MUST BE PROVIDED, BY AN APPROVED MANUFACTURER LISTED IN THE 9.

THE PERMITTEE WILL BE REQUIRED TO PROVIDE EVIDENCE OF THEIR BEING NOTIFIED OF THE PROPOSED WORK.

WHERE ROADWAY IMPROVEMENTS OCCUR IN FRONT OF ANOTHER PERSON OR PERSON'S PROPERTY/FRONTAGE,8.

CONSTRUCTION, ALL WORK WITHIN THE RIGHT-OF-WAY SHALL BE COMPLETED WITHOUT TIME INTERRUPTIONS.

FOR PERMITS REQUIRING A STATE INSPECTOR, FOLLOWING THE PERMITTEE'S REQUEST TO BEGIN 7.

THESE PERIODS.

UNFORESEEN EVENTS AND WILL REQUIRE APPROVAL FROM THE COUNTY OFFICE PRIOR TO WORKING DURING

THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS, WEEKENDS, AND SPECIAL OR 6.

PRIOR TO THE START OF WORK.

IF A TRAFFIC SIGNAL IS WITHIN 500 FEET OF THE SITE, CALL THE DISTRICT TRAFFIC ENGINEER AT LEAST 3 DAY 5.

11. PENNDOT PUBLICATION 408, SPECIFICATIONS

10. PENNDOT PUBLICATION 213, TEMPORARY TRAFFIC CONTROL GUIDELINES

9. PENNDOT PUBLICATION 212, OFFICIAL TRAFFIC CONTROL DEVICES

8. PENNDOT PUBLICATION 111, PAVEMENT MARKINGS AND SIGNING STANDARDS

7. PENNDOT PUBLICATION 72M, STANDARDS FOR ROADWAY CONSTRUCTION

6. PENNDOT PUBLICATION 46, TRAFFIC ENGINEERING MANUAL

5. PENNDOT PUBLICATION 42, PRODUCERS OF READY-MIX CONCRETE (BULLETIN 42)

4. PENNDOT PUBLICATION 41, PRODUCERS OF BITUMINOUS MATERIALS (BULLETIN 41)

3. PENNDOT PUBLICATION 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15)

2. PENNDOT PUBLICATION 34, APPROVED AGGREGATE PRODUCERS (BULLETIN 14)

1. PENNDOT PUBLICATION 13M, DESIGN MANUAL PART 2 - HIGHWAY DESIGN

ALL WORK IN PA STATE HIGHWAY RIGHT-OF-WAY IS TO BE PERFORMED CONSISTENT WITH THE FOLLOWING: 4.

OF ROUTE 199 SECTION NO.