2-MountinWaterAuthority.TankProject.Planset.pdf

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REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

P L

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

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

dweist 08\19\2025 15:21:5531086.02

PREPARED BY:

PROJECT MANAGER DATE

LOCATION MAP

MILE 1/2 SCALE : 1" =

PROJECT

32137.00

1 15

DRAWING NO.

OF

PROJECT LOCATION

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza thereof, is strictly prohibited, except by written permission of this firm.

Benesch. Use, reuse, reproduction or modification of this plan or design information, or any part

Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of

Tremont Township, Schuylkill County, Pennsylvania

Potable Water Storage Tank

Mountain Water Authority

GENERAL NOTES

Drawing Index

Drawing No. Title

1 COVER SHEET

EXISTING SITE PLAN

PROPOSED SITE PLAN

SITE DETAIL 1

SITE DETAIL 3

SITE DETAIL 2

TANK DETAILS 1

TANK DETAILS 2

ES PLAN

ES NOTES 1

ES NOTES 2

ES DETAILS 1

ES DETAILS 2

ES DETAILS 3

August 2025 dweist Image

31086.02 Y:\Pennsylvania\32100S\32137.00_Sch_MWA_Tank\Eng_Docs\Plans\02_GenNotes.dgn (Plot)jheffner 11\18\2024 12:33:59

Sheet No.:Drawn:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32137.00 OF

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction

8/1/2024

MOUNTAIN WATER AUTHORITY

POTABLE WATER STORAGE TANK

Tremont Township, Schuylkill County, Pennsylvania

Checked: MJPDesigned: DJW

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

GENERAL NOTES

OSHA STANDARDS 29CFR1926, SUBPART P.

ALL SHORING FOR WATERLINE TRENCHES WILL BE ACCORDING TO

"EROSION AND SEDIMENTATION CONTROL MANUAL".

NOTES ON DWG. NO. 11. ALL CONTROLS SHALL CONFORM TO

PHASES OF CONSTRUCTION. SEE SEDIMENT AND EROSION CONTROL

SHALL BE PROVIDED, INSTALLED AND MAINTAINED DURING ALL

ALL REQUIRED SOIL EROSION AND SEDIMENTATION CONTROLS

PIPE.

ALL FITTINGS SHALL USE MECHANICAL JOINT, DUCTILE IRON

1983 AND STATE PLANE COORDINATES, SOUTH ZONE.

HORIZONTAL COORDINATES BASED ON NORTH AMERICAN DATUM,

ELEVATIONS BASED ON NORTH AMERICAN VERTICAL DATUM, 1988.

APPROXIMATE.

RECORDED FROM SCHUYLKILL COUNTY TAX MAPS AND ARE

RIGHT-OF-WAY FOR TOWNSHIP ROADWAYS AND ALLEYS ARE

WORK.

CONTRACTOR MUST BE APPROVED BY THE ENGINEER PRIOR TO ANY

SPECIFICALLY SHOWN. CHANGES TO LIMIT OF WORK BY THE

LIMIT OF WORK SHOWN IS APPROXIMATE EXCEPT WHERE

ALL UTILITY EXCAVATIONS SHALL BE KEPT DRY AT ALL TIMES.

SPECIFICATIONS.

PENNSYLVANIA BASED ON THE CONTRACT DRAWINGS AND

STAKEOUTS BY SURVEYOR REGISTERED IN THE STATE OF

THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL

SERVICE.

PRE-ASSEMBLED FOR INSTALLATION TO MINIMIZE INTERUPTION OF

WATERLINE. INTERCONNECT FITTINGS AND VALVES SHALL BE

LINE IN THE FIELD PRIOR TO THE INSTALLATION OF THE NEW

CONTRACTOR TO LOCATE POINTS OF CONNECTION TO EXISTING

NO CIRCUMSTANCES SHALL A TRENCH REAMIN OPEN OVER NIGHT.

CONTRACTOR SHALL BACKFILL TRENCH ON A DAILY BASIS. UNDER

THE MOUNTAIN WATER AUTHORITY.

PRIOR APPROVAL HAS BEEN RECIEVED FROM THE ENGINEER AND

TIMES DURING THE INSTALLATION OF THE WATERLINE UNLESS

EXISTING WATERLINES SHALL REMAIN IN OPERATION AT ALL

INCIDENTAL TO WATERLINE INSTALLATION.

DURING WATERLINE INSTALLATION. THIS WORK SHALL BE

STEPS, WALLS, MAIL BOXES, FLOWER BEDS, ETC., DISTURBED

CONTRACTOR SHALL REPLACE IN KIND ANY PORTION OF CONCRETE

ABANDONED WITH A MINIMUM OF 2 CF OF CONCRETE.

CONTRACTOR TO CAP EXISTING WATERLINES THAT WILL BE

MAXIMUM ALLOWABLE AS PER MANUFACTURERS RECOMMENDATIONS.

JOINT DEFLECTION AND PIPE DEFLECTION SHOULD NOT EXCEED

COVER, OR FENCE EXCAVATION AREA DURING NON WORKING HOURS.

SHALL USE PROPER EXCAVATION SUPPORT SYSTEMS, BACKFILL,

AND APPLICABLE CODE ENFORCEMENT AGENCIES. CONTRACTOR

THIS PROJECT IS SUBJECT TO INSPECTION BY THE ENGINEER,

ALTERED WHERE REQUIRED BY THEIR RESPECTIVE OWNERS.

ALL UTILITY COMPANY FACILITIES ARE TO BE ADJUSTED OR

THIS WORK.

THE OWNER RESERVES THE RIGHT TO ELIMINATE ANY OR ALL OF

(UNDERGROUND UTILITY LINE PROTECTION LAW).

ACCORDANCE WITH THE REQUIREMENTS OF SECTION 5 OF ACT 38.

THE CONTRACTOR SHALL COMPLETE ALL EXCAVATIONS IN

PUBLICATION 408 IN IT'S LATEST REVISION.

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS

PENNDOT SPECIFICATIONS SHALL MEAN COMMONWEALTH OF

APPURTENANCES.

PIPING DURING CONSTRUCTION TO PREVENT DAMAGE TO PIPES AND

THAT THERE IS SUFFICIENT COVER ON EXISTING AND PROPOSED

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE

TO UNLESS OTHERWISE DIRECTED BY THE OWNER OR THE ENGINEER.

PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED

GUARENTEE THAT ALL SUBSURFACE STRUCTURES ARE SHOWN.

AND PROVIDE FOR THEIR PROTECTION. THE OWNER DOES NOT

RESPONSIBILITY TO VERIFY AND ALLOW FOR THEIR LOCATIONS

AVAILABLE INFORMATION. IT SHALL BE THE CONTRACTOR'S

EXISTING UTILITIES ARE SHOWN IN ACCORDANCE WITH THE BEST

COMPANIES INVOLVED.

THE CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY

OWNER.

AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE

SHALL BE REPAIRED OR REPLACED TO THEIR ORIGINAL CONDITION

ALL AREAS DISTURBED OUTSIDE THE LIMITS OF CONSTRUCTION

AND VERIFIED IN THE FIELD BY THE CONTRACTOR.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED

AND PAY THE REQUIRED FEE.

SITE. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS

FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS

THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND

GENERAL NOTES GENERAL NOTES (CONT)

BEARING ELEVATION.

WITH LEAN CONCRETE FILL AND THE FOUNDATION PLACED AT THE DESIGN

REQUIRED. ALTERNATIVELY THE EXCAVATED MATERIAL MAY BE REPLACED

FOUNDATION SHALL BE LOWERED AS

SHALL BE REMOVED BY EXCAVATION AND THE BEARING ELEVATION OF THE

ENCOUNTERED AT THE FOUNDATION BEARING ELEVATION, THIS MATERIAL

FIRM SOIL. WHERE SOFT, LOOSE, FROZEN OR WET MATERIAL IS

FOUNDATION: THE FOUNDATION SHALL BE PLACED ON DRY, NON-FROZEN,

THE SUBGRADE.

UNDERCUT AND REPLACED WITH SUITABLE MATERIAL. AFTER COMPACTION OF

PROOF-ROLLING, WHICH CANNOT BE STABILIZED AND COMPACTED, SHALL BE

SOFT, EXCESSIVELY WET OR FROZEN AREAS IDENTIFIED BY THE

DRY DENSITY AS DETERMINED IN ACCORDANCE WITH A.S.T.M. D 1557. ANY

PROOF-ROLLED AND COMPACTED TO 95% OF MAXIMUM

REACHING GRADE, THE AREA WITHIN THE FOUNDATION LIMITS SHALL BE

SITE PREPARATION: AFTER STRIPPING OFF THE TOPSOIL, AND UPON

SQUARE FOOT (SEE SECTION 02667 OF SPECIFICATIONS).

ASSUMED NET ALLOWABLE SOIL BEARING VALUE OF 4000 MIN. POUNDS PER

SOIL BEARING VALUE: THE FOUNDATION SHALL BE DESIGNED WITH AN

REPRESENTATIVES.

PROJECT OWNER OR ALFRED BENESCH & COMPANY, OR THEIR

UNDERGROUND UTILITIES IS ON THE CONTRACTOR, AND NOT ON THE

MISLOCATION OR MISUNDERSTANDING OF THE LOCATION OF THE

THE RISK OF FINANCIAL LOSS RESULTING FROM MISIDENTIFICATION,

TO AVOID ALL UNNECESSARY CONFLICTS THEREWITH.

UNDERGROUND UTILITIES PRIOR TO EXCAVATION OR DEMOLITION AND (3)

OWNERS INDEPENDENTLY, (2) TO DETERMINE THE EXACT LOCATION OF ALL

WITHOUT RELIANCE ON THESE PLANS: (1) TO CONTACT ALL UTILITY

CONTRACTOR IS RESPONSIBLE AT ITS SOLE COST AND EXPENSE AND

ONLY, AND IS NOT GUARANTEED TO BE COMPLETE OR ACCURATE.

UNDERGROUND UTILITIES IS FOR GENERAL INFORMATION AND GUIDANCE

DIMENSIONS, DEPTH, SIZE, LOCATION OR ANY OTHER FEATURE OF

NOTE: INFORMATION ON THESE PLANS CONCERNING THE CONDITIONS,

AVAILABLE SURFACE INFORMATION IS INDICATED ON THE DRAWINGS.

SHOWN ON THE PLANS. NO FIELD EXCAVATION HAS BEEN PERFORMED.

PLANS, OR THAT ALL UNDERGROUND INSTALLATION OR STRUCTURES ARE

UNDERGROUND UTILITY INSTALLATION OR STRUCTURES SHOWN ON THE

ASSURE EITHER THE ACCURACY OF THE LOCATION OF THE PRESENT

BENESCH & COMPANY DOES NOT GUARANTEE, REPRESENT, WARRANT OR

BENESCH & COMPANY FROM THE UTILITIES LISTED ABOVE. ALFRED

ACCORDANCE WITH INFORMATION THAT HAS BEEN PROVIDED TO ALFRED

WARNING! EXISTING UTILITIES, AS SHOWN ON THESE DRAWINGS, ARE IN

800-778-9140

USIC DISPATCH

INDIANAPOLIS, IN. 46240

9045 N RIVER ROAD SUITE 300

USIC LOCATING SERVICES LLC

570-208-3375

Michael.Navich@FTR.com

MICHAEL NAVICH

WILKES BARRE, PA. 18702

300 E LAIRD ST

FRONTIER COMMUNICATIONS OF PA INC

800-811-7981

USIC OFFICE PERSONNEL

CARMEL, IN. 46032

13085 HAMILTON CROSSING BLVD STE 200

C/O USIC LOCATING SERVICES INC

COMCAST CABLE COMMUNICATIONS INC

LIST OF UTILITIES:

PURPLE - NON-POTABLE WATER, IRRIGATION OR SLURRY LINES

WHITE - PROPOSED EXCAVATION

GREEN - SEWERS AND DRAIN LINES

BLUE - POTABLE WATER

CONDUIT

ORANGE - COMMUNICATION, ALARM OR SIGNAL LINES, CABLES OR

YELLOW - GAS, OIL, STEAM, PETROLEUM OR GASEOUS MATERIALS

RED - ELECTRIC POWER LINES, CABLES, CONDUIT AND LIGTING CODES

UTILITIES IN ACCORDANCE WITH UNIFORM COLOR CODES. KNOW THEM!

ACT NO. 187 STANDARDIZES THE COLOR-MARKING OF UNDERGROUND

SERIAL NO.: 20241581710

SYSTEM, INC. USE IT!

THIS PROJECT HAS A SERIAL NUMBER REGISTERED WITH THE ONE CALL

ANYWHERE IN THE COMMONWEALTH OF PENNSYLVANIA.

WHEN ENGAGED IN THE DESIGN PHASE. THESE REQUIREMENTS APPLY

LESS THAN 10 WORKING DAYS NOR MORE THAN 90 WORKING DAYS NOTICE

TUNNEL OR DEMOLISH. ACT NO. 187 REQUIRES DESIGNERS TO GIVE NO

DRILL, DRIVE-IN, GRADE, PLOW-IN, PULL-IN, RIP, SCRAPE, TRENCH,

EXPLOSIVES), ANCHOR, AUGER, BACKFILL, BLAST, BORE, DIG, DITCH,

CONTRACTORS WHO ARE ABOUT TO MOVE EARTH (WITH OR WITHOUT

NOR MORE THAN 10 WORKING DAYS NOTICE FROM EXCAVATORS/DEMOLITION

PROTECTION LAW, REQUIRES NO LESS THAN 3 WORKING DAYS NOTICE

PENNSYLVANIA ACT NO. 187 OF 1996, THE UNDERGROUND UTILITY LINE

1-800-242-1776

PENNSYLVANIA ONE CALL SYSTEM, INC.

STOP-CALL BEFORE YOU DIG!

GENERAL NOTES (CONT)

TESTED PRIOR TO INSTALLATION OF WATER STORAGE TANK.

SUGGESTED THAT THE 4" PVC BYPASS LINE BE INSTALLED AND

WATER SERVICE MUST NOT BE INTERUPTED AT ANY TIME. IT IS

GEOTECHNICAL REPORT PROVIDED.

DESIGN IN THE STATE OF PENNSYLVANIA.

SEALED BY A REGISTERED ENGINEER, REGISTERED AND LICENSED TO

AWWA D103 TO BE PROVIDED BY THE CONTRACTOR, SIGNED AND

DESIGN OF RINGWALL OR SLAB FOUNDATION IN ACCORDANCE WITH

IS APPROVED BY THE ENGINEER.

NO CONCRETE OR BACKFILL SHALL BE PLACED UNTIL THE SUBGRADE

WITH WATER BEFORE ANY GROUT IS PLACED.

TOP OF CONCRETE FOUNDATION SHALL BE THOROUGHLY SATURATED

CONSIDERED AS PART OF THE TOP OF THE WALL LEVELING GROUT.

HEIGHT. THE 1" OF GROUT UNDER THE TANK BOTTOM IS NOT TO BE

TOP OF WALL MAY BE LEVELED BY USING GROUT NOT TO EXCEED " IN

AND SHALL NOT VARY MORE THAN "± FROM ESTABLISHED ELEVATION.

TOP OF CONCRETE RINGWALL TO BE SMOOTH AND LEVEL WITHIN "±

(d) TESTING - MINIMUM OF 2 TESTS PER LIFT

(c) DENSITY - 95% MAXIMUM DRY DENSITY, ASTM D1557

(b) MAXIMUM LIFT THICKNESS - 6"

(a) MOISTURE - OPTIMUM ±2%

2. COMPACTION:

BORROW, AS REQUIRED.

1. MATERIAL - MATERIAL FROM THE PROJECT EXCAVATION OR FROM

GENERAL BACKFILL:

AND ADDITIONAL AS DIRECTED BY THE ENGINEER.

(d) TESTING - MINIMUM OF 6 TESTS PER LAYER PLACED

(c) DENSITY - 100% MAXIMUM DRY DENSITY, ASTM D1557

(b) MAXIMUM LIFT THICKNESS - 8"

(a) MOISTURE - OPTIMUM ±2%

2. COMPACTION:

PA NUMBER 2A STONE, TYPE A.

SPECIFICATIONS, IN IT'S LATEST EDITION; SECTION 703.2;

1. MATERIAL SPEC. - COMMONWEALTH OF PENNSYLVANIA PUB. 408

COMPACTED AGGREGATE BACKFILL:

A.C.I. 214 AND 308.

BE CONDUCTED IN ACCORDANCE WITH A.S.T.M. C31 AND C39 AND

OWNER. CURE CYLINDERS UNDER IN-PLACE CONDITIONS. TESTING TO

DAYS AND IF REQUIRED AT 28 DAYS AT NO ADDITIONAL COST TO THE

AND LOCATION AS SPECIFIED. CYLINDERS SHALL BE TESTED AT 7

CONCRETE TEST CYLINDERS SHALL BE CAST AND MARKED AS TO DATE

STANDARD 318-93.

BE IN ACCORDANCE WITH A.C.I. MANUAL 315-94 AND A.C.I.

A.S.T.M. A615-92, GRADE 60. DETAILING OF REINFORCEMENT SHALL

REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF

CONTENT (BY VOLUME) OF 6% ± 1%.

WATER-CEMENT RATIO (BY WEIGHT)OF 0.46; TOTAL AIR

AT 28 DAYS; MAXIMUM SLUMP OF 4 INCHES; MAXIMUM

MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3500 P.S.I.

FOUNDATION CONSTRUCTION WITH THE FOLLOWING PROPERTIES.

FOUNDATION CONCRETE: PROVIDE NORMAL WEIGHT CONCRETE FOR

COMPACTION OPERATION.

75% DESIGN STRENGTH SO AS NOT TO BE DAMAGED BY THE

THE FOUNDATION, BUT ONLY AFTER THE FOUNDATION HAS CURED TO

BE BACKFILLED AS SOON AS PRACTICAL, AFTER INSTALLATION OF

WATER AND FREEZING CONDITIONS. FOUNDATION EXCAVATIONS SHALL

ALL FOUNDATION EXCAVATIONS SHALL BE PROTECTED FROM PONDED

PRIOR TO THE PLACEMENT OF REINFORCING STEEL AND CONCRETE.

OCCUR. ALL DISTURBED SUBGRADE MATERIAL SHALL BE RECOMPACTED

DURING EXCAVATION, DISTURBANCE OF THE SUBGRADE SOILS MAY

CONTRACTOR AT NO COST TO THE AUTHORITY.

ANY DAMAGE DURING INSTALLATION MUST BE REPAIRED BY THE

STORAGE TANK INCLUDING APPURTENANCES AND SITE GRADING

THE SCOPE OF THE PROJECT INCLUDES PLACEMENT OF THE WATER

TO THE ENGINEER.

PERMISSION FROM THE PROPERTY OWNER SHALL BE SUBMITTED

WORKING/OCCUPYING AREA BEYOND THE RIGHT-OF-WAY. WRITTEN

APPROVAL FROM THE ENGINEER OR THE OWNER PRIOR TO

THE CONTRACTOR SHALL PROVIDE 14 DAYS NOTICE AND RECEIVE

EXCAVATION.

OTHER IMPROVEMENTS. CONDITIONS MAY REQUIRE MANUAL

SUCH PRECAUTIONS TO PROTECT STRUCTURES, SHRUBS, UTILITIES OR

THE CONTRACTOR SHALL OPERATE IN SUCH A MANNER AND/OR TAKE

IMPROVEMENTS MAY LIMIT OR REDUCE THIS CORRIDOR.

AND/OR

DESCRIBED IN SPECIFICATIONS. PUBLIC OR PRIVATE STRUCTURES

AS

TO PUBLIC RIGHT-OF-WAY AS SHOWN ON PLANS OR UTILITY EASEMENT

EXCAVATION EQUIPMENT AND SURFACE DISTURBANCE SHALL BE LIMITED

WILL BE PERMITTED FROM MAY 15 TO AUGUST 15

STAGING/FALL SWARMING HABITAT. NO TREE REMOVAL

THE VICINITY OF THE NORTHERN LONG-EARED BAT SPRING

AVOIDANCE MEASURE: THE PROJECT IS LOCATED WITHIN

CONSTRUCTION LIMITS

WORK RESTRICTION

WATER VALVE

GAS VALVE

SILT FENCE

CORRUGATED METAL PIPE

DUCTILE IRON PIPE

CAST IRON PIPE

POLYVINYL CHLORIDE PIPE

TYPICAL

CONCRETE

FIRE HYDRANT

FLAG POLE

CLEANOUT

MANHOLE

GAS METER

WATER METER

LEGAL RIGHT-OF-WAY

NO TRENCH

OPEN CUT

PIT FOR TRENCHLESS TOOL

DETAIL NUMBER

SHEET NUMBER

STOCKPILE AREA

DWLG

BIT

CTV

E

UE

G 6"

S

P

T

W 4"

X

540.3

CO

GV

GM

FH

WV

WM

BO

WELL

SEPTIC

WV

GV

SF

TYP

FH

FP

CO

MH

GM

WM

CONC

PVC

CIP

DIP

CMP

NT

OC

TP

A4

W

BITUMINOUS

DWELLING

PROPOSED GATE VALVE

PROPOSED SERVICE LINE

PROPOSED WATERLINE

PROPOSED GATE VALVE

PROPOSED VALVE MANHOLE

LEGEND

EXT UNDERGROUND ELECTRIC LINE

EXT TV CABLE LINE

EXT ABOVE GROUND ELECTRIC LINE

EXT GAS LINE

EXT SANITARY SEWER LINE

EXT STORM SEWER LINE

EXT PETROLEUM PIPELINE

EXT TELEPHONE LINE

EXT WATER LINE

EXT FENCE

EXT DITCH OR SWALE

EXT CONTOURS

EXT SHRUB

EXT LIGHT STANDARD

EXT GROUND ELEVATION

EXT ROAD DELINEATION SIGN

EXT TREE/BRUSH LINE

EXT SHRUB ROW

EXT GUY WIRE

EXT INLET

EXT TRAFFIC SIGNAL POLE

EXT SEPTIC TANK

EXT BLOWOFF

EXT WATER METER

EXT WELL

EXT WATER VALVE

EXT GAS METER

EXT MANHOLE

EXT FIRE HYDRANT

EXT CLEANOUT

EXT POST/LAMP POST/BOLLARD

EXT SIGN AND POSTS

EXT MAILBOX

EXT SIGN

EXT GAS VALVE

EXT RAILROAD SIGNAL LIGHT

EXT RAILROAD CROSSING GATE

EXT RAILROAD SIGN

EXT BILLBOARD 1 SIDE

EXT BILLBOARD 2 SIDES

EXT WETLANDS

570-490-5684

17860 DOUG HAUPT dlhaupt@pplweb.com

437 BLUE CHURCH RD PAXINOS, PA.

PPL ELECTRIC UTILITIES CORPORATION

yerges@yahoo.com 570-695-2337

CHARLES YERGES kathleen

23 JOLIETT ST TREMONT, PA. 17981

MOUNTAIN WATER AUTHORITY OF JOLIETT

31086.02 Y:\Pennsylvania\32100S\32137.00_Sch_MWA_Tank\Eng_Docs\Plans\03_EX_Plan.dgn (Plot)jheffner 11\18\2024 12:34:02

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32137.00 OF

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction

8/1/2024

MOUNTAIN WATER AUTHORITY

POTABLE WATER STORAGE TANK

Tremont Township, Schuylkill County, Pennsylvania

Checked: MJPDesigned: DJW

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

WV

WOODED

WOODED

CONC ENDWALL

3" METAL

INV=1624.16'

PANEL

CONTROL

CONC

TANK

WATER

DIRT/GRAVEL LANE

(BENT)

I PIN (FND)

(FND)

I PIN

(FND)

I PIN

GATE

PPL AN 12

CTCO 11

PPL 35735-S46710 UG

S46704

PPL 35730-

ELEC JB

BLDG

CONC

SPILLWAY

EARTH

PPL 35740-S46713

0 4020 FEET

WORK RESTRICTION

AUGUST 15

HABITAT. NO TREE REMOVAL WILL BE PERMITTED FROM MAY 15 TO

THE NORTHERN LONG-EARED BAT SPRING STAGING/FALL SWARMING

AVOIDANCE MEASURE: THE PROJECT IS LOCATED WITHIN THE VICINITY OF

EXISTING SITE PLAN

31086.02 Y:\Pennsylvania\32100S\32137.00_Sch_MWA_Tank\Eng_Docs\Plans\04_PR_Plan.dgn (Plot)dweist 08\09\2025 19:07:13

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32137.00 OF

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction

8/1/2024

MOUNTAIN WATER AUTHORITY

POTABLE WATER STORAGE TANK

Tremont Township, Schuylkill County, Pennsylvania

Checked: MJPDesigned: DJW

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

WOODED

CONC ENDWALL

3" METAL

INV=1624.16'

PANEL

CONTROL

CONC

TANK

WATER

DIRT/GRAVEL LANE

(BENT)

I PIN (FND)

(FND)

I PIN

(FND)

I PIN

GATE

PPL AN 12

CTCO 11

PPL 35735-S46710 UG

S46704

PPL 35730-

ELEC JB

BLDG

CONC

SPILLWAY

EARTH

PPL 35740-S46713

0 4020 FEET

6" DIP

GATE VALVE W/BOX

REPLACE EXISTING 6"

AND FOUNDATION

DEMO EXISTING TANK

FENCE

DEMO EXISTING

VALVE AND SS MESH

SPLASH BLOCK W/FLAP

6" SCH 80 OVERFLOW

6" SCH 80 DRAIN PIPE

VALVE VAULT

PROPOSED

VERIFIED BY CONTRACTOR

6" DIP WATERLINE TO BE

LOCATION OF EXISTING

LINE

INFLOW/OUTFLOW

6" DIP

FENCE

CHAINLINK

FENCE

GRAVEL WITHIN

TANK FLOOR ELEV=1625.5

300,000 GAL

GATE

DOUBLE SWING

INCLUDE FENCE AS ALTERNATE

INCLUDE CANOPY AS ALTERNATE

EXISTING WATER LINE

CONNECTION TO

WORK RESTRICTION

AUGUST 15

HABITAT. NO TREE REMOVAL WILL BE PERMITTED FROM MAY 15 TO

THE NORTHERN LONG-EARED BAT SPRING STAGING/FALL SWARMING

AVOIDANCE MEASURE: THE PROJECT IS LOCATED WITHIN THE VICINITY OF

PROPOSED SITE PLAN

OVERFLOW PIPE TO BE TIED INTO DRAIN PIPE.3.

POTHOLING OR SIMILAR ACTION.

TO BE VERIFIED BY CONTRACTOR BY MEANS OF

EXISTING 6" DIP WATERLINE AT TIE-IN POINT 2.

BE DEMOLISHED AS PART OF THIS CONTRACT.

EXISTING TANK, FOUNDATION, AND FENCE TO 1.

NOTES

EXISTING VALVE

PROVIDE MJ CAP ON

31086.02 Y:\Pennsylvania\32100S\32137.00_Sch_MWA_Tank\Eng_Docs\Plans\05_SiteDet01.dgn (Plot)jheffner 11\18\2024 12:34:06

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32137.00 OF

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction

8/1/2024

MOUNTAIN WATER AUTHORITY

POTABLE WATER STORAGE TANK

Tremont Township, Schuylkill County, Pennsylvania

Checked: MJPDesigned: DJW

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

1'

M

IN

DENSITY

TO 97% PROCTOR

#57 AASHTO - COMPACT 6

SURFACE AND COVER.

TRENCH PROFILE TO PROVIDE UNIFORM

ELIMINATE CONTOUR IRREGULARITIES ALONG

DRAINAGE. GRADE TRENCH AREA UNIFORMLY.

OR FORM SWALE TO MATCH EXISTING

ROUNDED TO PROVIDE FOR SETTLEMENT

OFF ROADWAY - EARTH TO BE SLIGHTLY

FOR WATERLINE - OFF ROAD

TYPICAL TRENCH DETAIL

UNDISTURBED

WATERLINE

COMPACTED SUBGRADE

1'-0" 1'-0"

NTS

3' MAX PAY LIMIT

BE ALLOWED

DIMENSION SHALL

THAN 6" IN ANY

NO STONES LARGER

97% STD PROCTOR

COMPACTED TO

BY ENGINEER;

MATERIAL APPROVED

SELECT BACKFILL

OD

ACCORDING TO SPECIFICATIONS

SEEDING AND SOIL SUPPLEMENT

LINE MARKER

BURIED UTILITY

DETECTABLE

TRACER WIRE

1'

M

IN

FOR WATERLINE - GRAVEL ROADWAY

TYPICAL TRENCH DETAIL

DENSITY

97% PROCTOR

COMPACT TO

#57 AASHTO-

SUBGRADE

COMPACTED

GROUND

EXISTING

GROUND

EXISTING

BE ALLOWED

DIMENSION SHALL

THAN 6" IN ANY

NO STONES LARGER

97% STD. PROCTOR

COMPACTED TO

BY ENGINEER;

MATERIAL APPROVED

SELECT BACKFILL

GRADE TO DRAIN

PROCTOR DENSITY

COMPACT TO 97%

4" OF 2A PENNDOT

1'-0"1'-0"

WATERLINE

3' MAX PAY LIMIT

OD

NTS

LINE MARKER

BURIED UTILITY

DETECTABLE

TRACER WIRE

BEND-UPWARD THRUST

ANCHOR BLOCK FOR VERTICAL

PAINT)

COATS ASPHALT

(PAINT W/ 2

E=REBAR SIZE

C

D

C

C UNDISTURBED EARTH

BLOCK

ANCHOR

CONC

6" TYP

TYPICAL THRUST BLOCKS FOR HORIZONTAL BENDS

LINE TERMINATION

90° BEND, TEE OR 45°, 22.5°, 11.25° BENDS SECTION B-B

B

B

D

THRUST BLOCKS.

PLACING CONCRETE, TYPICAL FOR ALL

W/ POLYETHELENE SHEETING BEFORE

ALL FITTINGS SHALL BE WRAPPED

NOTE:

4" WATERLINE

4" PVC WATERLINE

A

NTS

D/3

BEARING AREA

D/3

11.25° 22.5° 45° 90°

6.0'3.0'1.5'1.0'4"

BEARING AREA

24"

NTS

BLOCK

THRUST

CONC

BLOCK

THRUST

CONC

MIN SQ FT BEARING AREA

PIPE DIA

BLOCK

THRUST

CONC

B

SECTION C-C

B

B

ANCHOR BLOCK DIMENSIONS

12"

BEND 11.25° 22.5° 45°

8.0'6.0'4.5'A

B 3.0' 3.0' 4.0'

5.0'4.5'3.0'C

D 1.25' 2.17' 3.67'

NO. 9NO. 7NO. 5E

6" & 8"

BEND 11.25° 22.5° 45°

8.0'4.0'3.0'A

B 3.0' 3.0' 3.0'

4.0'3.0'2.0'C

D 1.25' 2.17' 3.67'

NO. 9NO. 7NO. 5E

D

M

T E R

IA

L

U N D

IS

T U R B E D

B E A R

IN

G

A R E A

SITE DETAILS 1

31086.02 Y:\Pennsylvania\32100S\32137.00_Sch_MWA_Tank\Eng_Docs\Plans\06_SiteDet02.dgn (Plot)dweist 08\09\2025 19:15:53

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32137.00 OF

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction

8/1/2024

MOUNTAIN WATER AUTHORITY

POTABLE WATER STORAGE TANK

Tremont Township, Schuylkill County, Pennsylvania

Checked: MJPDesigned: DJW

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

x x x x x x x x x x xxxxxxxxxx xxxxxxxxxx x x x x x x x x x x x x x x x x x x x x xxxxxxxxxx

1 •"

3 •"

TYPICAL DOUBLE SWING GATE

12' GATE OPENING

BARBED WIRE

HOLE

PADLOCK

JOINTS

ALL

WELD

CENTER STOP

DRAINING

SEMI SELF

STD PIPE

1 †" OD GALV

STD PIPE

2" OD GALV

DEVICE

LOCKING

N O

M I

N

B R I

C

I

G H

T

H E I

G

T

N C

E

H E I

G

B R

E A

R A

N C

E

POST

GATE

4" OD

M I

N

ALTERNATE 1

CONCRETE

CLASS A

2'-0"

TYP

12" CONC FOOTER

TYPICAL CHAIN LINK FENCE DETAIL

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XXXXXX

UNIFORM SPACING OF POSTS

HORIZONTAL RAIL (AS REQ'D)

9"

BARBED WIRE TOP, 12• GAGE, 4-POINT

(TYP)

FENCE LINE

NO. 2A CRUSHED STONE

2" LIGHTLY COMPACTED

POST

CORNER

4" OD

#9 GA TENSION WIRE

10'-0" OC (MAX)

(POLY VINYL COATED)

2" WIRE MESH - #9 GA

1†" OD TOP RAIL

2'-0"

EXTERIOR.

WIRE ASSEMBLY TO OVERHANG FACILITY

MOUNTED RECEIVER FOR PADLOCKING.

DROP TYPE WITH HOLE TO MATCH POST

TYPE HINGE. LATCH TO BE POSITIVE PIVOT

2" OD MOUNTED ON BALL AND SOCKET

NOTE: GATE FRAME SHALL BE WELDED

POST

INTERMEDIATE

2…" OD

APPLY AS PER MFG

EPA APPROVED HERBICIDE

INOCULATE SUBGRADE WITH

ALTERNATE 1

NTS

VALVE VAULT SECTION

PRESSURE TRANSDUCER AND

1'-0"

EQUAL

PRODUCTS OR APPROVED

MANUFACTURED BY HALLIDAY

ALUMINUM ACCESS LADDER AS

EXTERIOR BITUMINOUS COATING

OR APPROVED EQUAL

PIPE SUPPORT BY STANDON

(TO LIMITS OF EXCAVATION)

MIN 6" AASHTO NO. 57 COARSE AGGREGATE

GRADE

PANEL)

WALL TO CONTROL

CONTROL WIRE (THRU

PRESSURE TRANSDUCER

VALVE (TYP)

6" MJ GATE

6" MJ TEE

4'-5 3/4"11'-11 3/8"

NTS

PRESSURE TRANSDUCER AND VALVE VAULT PLAN

PRESSURE TRANSDUCE

6" TAP WITH SADDLE FOR

SUMP PIT

LINK SEAL (TYP)

PSX GASKET OR

APPROVED EQUAL

BY HALLIDAY PRODUCTS MODEL NO. W1S3036 OR

WITH H20 LOADING CAPABILITIES, AS MANUFACTURED

30" x 36" ALUMINUM WATERTIGHT ACCESS HATCH

6" DIP

6" DIP

6" DIP

MJ END CAP

6" MJ TEE

16'-5"

6"15'-5"6"

CONDUIT TO TELEMETRY UNIT

DIMENSIONS

10'-0" x 10'-0" INTERIOR

PRECAST CONCRETE VAULT

PIPE STANDS

LINK SEAL AND GROUT

FROM TANK

AND DIGITAL READOUT

PRESSURE TRANSDUCER

NTS

NTS

SITE DETAILS 2

WITH HANDWHEEL

VALVE (TYP)

6" MJ GATE

WITH HANDWHEEL

6" MJ GATE VALVE AND BOX

31086.02 Y:\Pennsylvania\32100S\32137.00_Sch_MWA_Tank\Eng_Docs\Plans\07_SiteDet03.dgn (Plot)dweist 08\19\2025 15:01:27

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32137.00 OF

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction

8/1/2024

MOUNTAIN WATER AUTHORITY

POTABLE WATER STORAGE TANK

Tremont Township, Schuylkill County, Pennsylvania

Checked: MJPDesigned: DJW

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

12"

7.25"

CANOPY ELEVATION

ALTERNATE 2

NTS

ALTERNATE 2

NTS

CANOPY SECTION

SITE DETAILS 3

O

D

12"O.D.12"

GRAVEL ROAD RESTORATION IN FIT OUT AREA

LEAVING THE SITE.

2A STONE AND PROOF ROLLED ON A DAILY BASIS PRIOR TO

MAINTAINED. ROADWAY MUST BE STABILIZED WITH CLEAN NO

3. ALL EXISTING GRADE BREAKS AND DRAINAGE FEATURES TO BE

COMPACTED LAYERS BEING PLACED.

DIAMETER GREATER THAN ONE-HALF THE THICKNESS OF THE

ORGANIC MATTER, FROZEN MATERIAL OR LARGE STONES WITH A

2. SUITABLE MATERIAL: MATERIAL CONTAINING NO DEBRIS,

1. ALL BACKFILL MATERIAL IS SUBJECT TO ENGINEER APPROVAL.

NOTES:

N

AND NPDES BOUNDARY

LIMIT OF DISTURBANCE

(10'-0" MAX)**

(4'-0" MAX)

PAY LIMIT

ROAD

EXISTING GRAVEL

M A

X

LINE MARKER

BURIED UTILITY

PROCTOR DENSITY

COMPACT TO 97%

2A STONE MATERIAL,

DENSITY IN 8" LIFTS

COMPACT TO 97% PROCTOR

SUITABLE BACKFILL MATERIAL,

UTILITY LINE

SUBGRADE

COMPACTED

** OR MATCH EXISTING WIDTH

PEA GRAVEL

6" AND BACKFILL WITH SAND OR

TRENCH BOTTOM, OVEREXCAVATE

WHERE ROCK IS ENCOUNTERED ON

SIMPSON PBS66 POST BASE

(NO COLOR, LEAVE NATURAL)

6x6" PT WOOD POST

1 †" UNISTRUT

(QUARRY PROCESS, QP/DGA STONE)

4" CRUSHED STONE

24 GAUGE, B-DECK CORRUGATED METAL ROOF

•" DIA. GALV. CARRIAGE BOLT

METAL ROOF RIDGE CAP

2x4 PT WOOD RAFTERS @ 12" OC

SIMPSON H1 CLIP @ RAFTERS

FINAL GRADE

‚" DIA. x 6" GALV. LAG SCREW (TYP.)

‚" @ CROSS BEAM (NOTCH SUPPORT BEAM)

•" DIA. GALV. CARRIAGE BOLTS

2x6 PT WOOD SUPPORT BEAM

SIMPSON RR RAFTER CONNECTOR

2X6 PT WOOD RIDGE BOARD

4x4 PT WOOD SUPPORT CROSS BEAM

4x4 PT WOOD SUPPORT BRACKET

THICKNESS)

RESISTANT, 0.4 - 0.6 MM

WEIGHT, COMMERCIAL GRADE PUNCTURE

PERMEABLE MEMBRANE (MEDIUM

PVC/COMPOSITE SHEET

BOTTOM ENCLOSURE ƒ"

PVC/COMPOSITE MATERIAL

FASCIA TRIM BOARD

3'-0•"

6"

FACTORY COLORED TO MATCH ROOF

ENCLOSE ENDS WITH ƒ" PVC/COMPOSITE SHEET, (COLOR AND MATERIAL TO MATCH ROOF MATERIAL)

INSTALL METAL FLASHING WITH 1" DRIP EDGE

ƒ" PVC/COMPOSITE SHEET

QP/DGA STONE)

(QUARRY PROCESS,

4" CRUSHED STONE

0.4 - 0.6 MM THICKNESS)

COMMERCIAL GRADE PUNCTURE RESISTANT,

PERMEABLE MEMBRANE (MEDIUM WEIGHT,

6"

11'-0" ƒ ƒ

10'-0"

CARRIAGE BOLT

•" GALV.

UNISTRUT

1†"

POST BASE

SIMPSON PBS66

FOUNDATION

3,000 PSI CONCRETE

12" DIA. x 4'-6", x 4" LAG SCREW)

POST WITH †" DIA

(TYP.) (MOUNT TO

UNISTRUT SUPPORT

FINAL GRADE

BRACKET

4x4 SUPPORT

SUPPORT BEAM

2x6 PT WOOD

CROSS BEAM

4x4 SUPPORT

2X6 PT WOOD RIDGE BOARD

2x4 PT WOOD RAFTERS @ 12" OC

31086.02 Y:\Pennsylvania\32100S\32137.00_Sch_MWA_Tank\Eng_Docs\Plans\08_TankDet01.dgn (Plot)jheffner 11\18\2024 12:34:10

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32137.00 OF

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction

8/1/2024

MOUNTAIN WATER AUTHORITY

POTABLE WATER STORAGE TANK

Tremont Township, Schuylkill County, Pennsylvania

Checked: MJPDesigned: DJW

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

NTS

OVERFLOW

90 DEG ELL

SCH 80 PVC

45 DEG ELL

SCH 80 PVC

SCREEN ASSEMBLY

STAINLESS STEEL

(AS REQUIRED)

GALVANIZED BRACKETS

NTS

FOUNDATION DETAIL

24"

F O

O T I

G

P T

H

" 6

FOOTING TIE BARS

FOOTING CIRCUMFERENTIAL REBARS

(2) PER SHEET

3/8" X 3-1/2" X 11"

LEVELING PLATE

(1) PER SHEET

2" X 2" X 1/4"

FOUNDATION ANGLE

3/4" DIA. X 18" LONG

FOUNDATION BOLTS

BACKFILL

GRAVEL

EARTH

UNDISTURBED

REBAR

FLOOR MAT

FOUNDATION SHEET

BENTONITE (BOTTOM)

SEAL STRIPS GRAY (TOP)

(2) BUNDLED BARS

REBAR

CIRCUMFERENTIAL

CURB

(2) PER SHEET

1/2" DIA.

ANCHOR RODS

REBAR

CIRCUMFERENTIAL

FLOOR

LEVEL

GRADE

NOMINAL OUTSIDE DIAMETER

35.92' FOUNDATION

NOMINAL INSIDE DIAMETER

33.57' TANK

33.57' NOM. INSIDE DIA.

DOME ROOF

ALUMINUM

K

I

G H

T

LADDER

OUTSIDE

REQUIREMENTS

DESIGN

LOCATION PER

QUANTITY AND

STIFFENER

WEB TRUSS

SHELL SHEET

GRADE LEVEL

30" DIAMETER (2)

NOMINAL OPENING

ACCESS DOOR & SHEET

SHELL SHEET

TOP OF

LEVEL

FLOOR

NTS

WATER TANK ELEVATION

NTS

OVERFLOW FUNNEL

SCH 80 PVC

304 STAINLESS STEEL

TANK SHELL SHEET

FASTENERS

STAINLESS STEEL

TANK INTERIOR

SCH.80 PVC.

STEEL. OVERFLOW PIPE TO BE

FLANGE TO BE 304 STAINLESS

INTERIOR FUNNEL, ELBOW &

NOTE:

NTS

(W/ DAVIT) INSTALLATION

30" ROUND ACCESS DOORS

GASKET

NECK WELDMENT

DOOR PLATE

GLASS-FUSED-TO-STEEL

OUTER REINFORCING PLATE

GLASS-FUSED-TO-STEEL

ROUND ACCESS DOOR SHEET

PROJECT REQUIREMENTS

PLATE USAGE IS BASED ON

GLASS-FUSED-TO-STEEL

INNER REINFORCING PLATE

WELDMENT TO ACCESS DOOR SHEET BOLT JOINT.

ASSEMBLY. SEE DRAWING NUMBER 261337 FOR THE NECK

COMPLETED AND THE COMPONENTS ARE READY FOR FINAL

ONLY AFTER THE REAMING PROCEDURES HAVE BEEN

PROPERLY. SEALER IS APPLIED TO THE COMPONENTS

NECESSARY TO ALLOW THE BOLT HEADS TO SEAT

CHAMFER THE REAMED HOLES ON THE TANK INTERIOR AS

NOTE:

(2) 1/2" HEX NUTS

EYE BOLT WITH

(1) 1/2" WASHER.

(1) 1/2" NUT, AND

(30) 1/2" X 2" LONG HHCS,

(1) SPECIAL HEX WASHER.

(1) 1/2" NUT, AND

(1) 1/2" X 2-1/4" LONG HHCS,

WELDMENT

DAVIT

PLATE

DOOR

DETAIL "A"

SEE ENLARGED

ENLARGED DETAIL "A"

WELDMENT

DAVIT

SEE NOTE BELOW.

OF 1/2" DIA. STRUCTURE BOLTS.

ACCOMMODATE THE INSTALLATION

VERTICAL CENTERLINE) TO

HOLES (ON BOTH SIDES OF THE

INDICATED PERIMETER MOUNTING

REAM TO 1/2" DIA. THE

PLATE IS REQUIRED

DOOR SHEET WHEN THE INNER REINFORCING

ON THE INNER SURFACE OF THE ACCESS

HOLE PATTERNS. SEALER IS ALSO PLACED

AROUND EACH OF THE INDICATED BOLT

APPLY A CONTINUOUS BEAD OF SEALER

6" SCH 80 PVC PIPE

TIE INTO DRAIN LINE

TANK DETAILS 1

31086.02 Y:\Pennsylvania\32100S\32137.00_Sch_MWA_Tank\Eng_Docs\Plans\09_TankDet02.dgn (Plot)jheffner 11\18\2024 12:34:11

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32137.00 OF

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction

8/1/2024

MOUNTAIN WATER AUTHORITY

POTABLE WATER STORAGE TANK

Tremont Township, Schuylkill County, Pennsylvania

Checked: MJPDesigned: DJW

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

NTS

ROOF VENT DETAIL

1 1/2"

12"

ALL AROUND

0 5/16 "

4 13/16 " ~ ‚ DIA REF

2 3/8 " ~ I DIA

1/4" THK C/S

FLANGED ADAPTER

GASKET

R E F

VACUUM PALLET

PRESSURE PALLET ASSY

METAL

ALUM EXPAND'D

SECTION C-C

B

B

SECTION B-B

C

C

2 1/8" 3 5/8"

0 5/8"3"

6" 6"2'-0"

2 3/8"

3 5/8"

SPLASH BLOCK

CONCRETE

COARSE AGGREGATE

AASHTO NO. 57

OVERFLOW SPLASHBLOCK DETAIL

NTS

CONCRETE SPLASH BLOCK

GEOTEXTILE

#4 @ 12" OC (TYP)

R-4 RIPRAP

INLET NOZZLE

VARIABLE ORIFICE

UPPER

TANK SHELL

CHECK VALVE

OUTLET

RISER

CROSS

CHECK VALVE

OUTLET

PIPE

INFLUENT

ORIFICE INLET NOZZLE

LOWER VARIABLE

FLOOR ELEV.

PIPE

INFLUENT

CHECK VALVES

OUTLET

TANK SHELL

TYP

MANUFACTURER.

AND TURN OVER CRITERIA DEVELOPED BY THE

TANK-SPECIFIC BASED ON HYDRAULICS, MIXING

AND/ OR OUTLET CHECK VALVES ARE

AND DISCHARGE ANGLES OF INLET NOZZLES

QUANTITY, SIZE, ELEVATIONS, LOCATIONS,

NOTE:

NTS

INLET PIPING DETAIL

SECTION B-B

SECTION A-A

W A

T

R

P T

H

I

N L

S C

H A

R G

E

B B

A

A

NOZZLE

ORIFICE INLET

UPPER VARIABLE

NOZZLE

ORIFICE INLET

LOWER VARIABLE

ELEV. 1925.00

PUMP OFF

ELEV. 1887.00

PUMP ONINLET NOZZLE

ORIFICE

VARIABLE

LOWER

(6 MINIMUM)

RECOMMENDATIONS

MANUFACTURER'S

SUPPORTS AS PER

NEW PIPE

INFLUENT PIPE

CHECK VALVES TO

CONNECT OUTLET

PIPE.

FASTEN CLAMP AROUND

WASHERS AND NUTS TO

FLATWASHERS, LOCK

5/8" S.S. BOLTS,

6" PVC PIPE. USE

CUT AND FORM TO FIT

STEEL FLAT 1/2x4

HOT ROLLED A-36

NTS

FLOOR PENETRATION

TANK OUTLET

6" DIP

DETAIL

FLOOR PENETRATION

DETAIL ABOVE FOR

SEE TANK INLET

6" PVC RISER

TANK DETAILS 2

31086.02 Y:\Pennsylvania\32100S\32137.00_Sch_MWA_Tank\Eng_Docs\Plans\10_ES_Plan.dgn (Plot)jheffner 11\18\2024 12:34:15

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32137.00 OF

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction

8/1/2024

MOUNTAIN WATER AUTHORITY

POTABLE WATER STORAGE TANK

Tremont Township, Schuylkill County, Pennsylvania

Checked: MJPDesigned: DJW

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

WOODED

CONC ENDWALL

3" METAL

INV=1624.16'

PANEL

CONTROL

CONC

TANK

WATER

DIRT/GRAVEL LANE

(BENT)

I PIN (FND)

(FND)

I PIN

(FND)

I PIN

GATE

PPL AN 12

CTCO 11

PPL 35735-S46710 UG

S46704

PPL 35730-

ELEC JB

BLDG

CONC

SPILLWAY

EARTH

PPL 35740-S46713

0 4020 FEET

6" DIP

GATE VALVE W/BOX

REPLACE EXISTING 6"

AND FOUNDATION

DEMO EXISTING TANK

FENCE

DEMO EXISTING

VALVE AND SS MESH

SPLASH BLOCK W/FLAP 6" SCH 80 OVERFLOW

6" SCH 80 DRAIN PIPE

FENCE

CHAINLINK

FENCE

GRAVEL WITHIN

TANK FLOOR ELEV=1625.5

160,000 GAL

GATE

DOUBLE SWING

ENTRANCE

ROCK CONSTRUCTION

AT DISCHARGE POINT

R-4 ROCK RIPRAP APRON

COMPOSITE SOCK

VERIFIED BY CONTRACTOR

6" DIP WATERLINE TO BE

LOCATION OF EXISTING

SOIL STOCKPILE

LINE

INFLOW/OUTFLOW

6" DIP

VALVE VAULT

PROPOSED

WORK RESTRICTION

AUGUST 15

HABITAT. NO TREE REMOVAL WILL BE PERMITTED FROM MAY 15 TO

THE NORTHERN LONG-EARED BAT SPRING STAGING/FALL SWARMING

AVOIDANCE MEASURE: THE PROJECT IS LOCATED WITHIN THE VICINITY OF

OVERFLOW PIPE TO BE TIED INTO DRAIN PIPE.3.

POTHOLING OR SIMILAR ACTION.

TO BE VERIFIED BY CONTRACTOR BY MEANS OF

EXISTING 6" DIP WATERLINE AT TIE-IN POINT 2.

BE DEMOLISHED AS PART OF THIS CONTRACT.

EXISTING TANK, FOUNDATION, AND FENCE TO 1.

NOTES

PLAN

EROSION AND SEDIMENT POLLUTION CONTROL

31086.02 Y:\Pennsylvania\32100S\32137.00_Sch_MWA_Tank\Eng_Docs\Plans\11_ES_Notes01.dgn (Plot)jheffner 11\18\2024 12:34:16

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32137.00 OF

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction

8/1/2024

MOUNTAIN WATER AUTHORITY

POTABLE WATER STORAGE TANK

Tremont Township, Schuylkill County, Pennsylvania

Checked: MJPDesigned: DJW

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

EROSION CONTROL POLICIES

AND THE REPRESENTATIVE.

ACCORDANCE TO THE INSTRUCTIONS OF THE DEPARTMENT OF ENVIRONMENTAL PROTECTION

PROJECT CONFORMS WITH THE FOLLOWING GUIDELINES AS THEY ARE APPLICABLE AND IN

PENNSYLVANIA TO CONTROL EROSION, IT IS REQUIRED THAT THE CONTRACTOR FOR THIS

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

CONSTRUCTION SEQUENCE

WORK RESTRICTION

PERMITTED FROM MAY 15 TO AUGUST 15.

LONG-EARNED BAT SPRING STAGING/FALL SWARMING HABITAT. NO TREE REMOVAL WILL BE

AVOIDANCE MEASURE: THE PROJECT IS LOCATED WITHIN THE VICINITY OF THE NORTHERN

APPROVED METHOD.

ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER

SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN 24.

FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES.23.

BE INCORPORATED INTO FILLS.

FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT 22.

PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR

FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR 21.

IN THICKNESS.

ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES 20.

WITH LOCAL REQUIREMENTS OR CODES.

BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE

SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT

ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, 19.

2 INCHES OF TOPSOIL.

PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPES SHALL HAVE A MINIMUM OF

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

TO 5 INCHES 6 TO 12 INCHES ON COMPACTED SOILS PRIOR TO PLACEMENT OF

AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 18.

ON THE PLAN DRAWINGS.

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

OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER.

DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED,

THE CONSTRUCTION SITE BY THE END OF EACH WORKDAY AND DISPOSED IN THE MANNER

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

INSPECTION.

THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME OF

DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON

A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY 15.

BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

PERFORMED IMMEDIATELY. IF E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT

REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE

PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR,

AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL

MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION

UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS MUST BE 14.

PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS.

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

BUT QUALIFYING AS CLEAN FILL DUE TO ANALYTICAL TESTING.

ANY FILL MATERIAL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE

SITE IS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE PROPERTY OWNER FOR

THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON 12.

TREMONT TOWNSHIP ENGINEER FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

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

BURIED, DUMPED, OR DISCHARGED AT THE SITE.

BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED,

REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1, AND 287.1 ET. SEQ. NO

RECYCLED OR DISPOSED OF IN ACCORDANCE WITH PA DEP'S SOLID WASTE MANAGEMENT

ALL BUILDING MATERIALS AND WASTES MUST BE REMOVED FROM THE SITE AND 10.

EROSION AND SEDIMENT POLLUTION AND NOTIFY THE HAZLE TOWNSHIP ENGINEER.

IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR

FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL

IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL 9.

MUST BE 2H:1V OR FLATTER.

PLAN DRAWINGS. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SLOPES

VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE

THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY

THE LOCATION(S) SHOWN ON THE PLAN MAP(S) IN THE AMOUNT NECESSARY TO COMPLETE

TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT 8.

BEFORE CLEARING AND GRUBBING OPERATIONS BEGIN.

CLEARLY MARKED AND FENCED OFF IN CERTAIN LOCATIONS AS NOTED ON THE PLAN

LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE

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

THIS E&S PLAN.

THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN

PHASE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR

CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR

DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE

CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS 6.

REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.

AREAS TO BE FILLED SHOULD BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO 5.

IMPLEMENTATION.

BE APPROVED IN WRITING FROM THE TREMONT TOWNSHIP ENGINEER PRIOR TO

SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST

ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE 4.

UNDERGROUND UTILITIES.

INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE LOCATION OF EXISTING

EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM

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

MEETING.

PREPARER, AND THE TREMONT TOWNSHIP ENGINEER TO AN ON-SITE PRECONSTRUCTION

CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN

CLEARING AND GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE ALL

AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING 2.

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

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

REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR

APPLICABLE) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE

APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY AS

FILL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE

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

MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION.

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

THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL

DEPARTMENT AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW.

ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE

CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT IN

RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE

FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN 36.

ONLY DURING THE GERMINATING SEASON.

REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS SHOULD BE DONE

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

STORMWATER MANAGEMENT BMP'S. AREAS DISTURBED DURING REMOVAL OR CONVERSION

SEDIMENT BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION

AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND 35.

REMOVAL/CONVERSION OF THE E&S BMP'S.

CONTACT THE HAZLE TOWNSHIP ENGINEER TO SCHEDULE A FINAL INSPECTION PRIOR TO

STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL

UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT 34.

BEFORE SITE DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMP'S.

EROSION AND SEDIMENT BMP'S MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL 33.

TO THE GREATEST EXTENT POSSIBLE.

STABILIZED WITH VEGETATION ONCE FINAL GRADE IS REACHED SHOULD BE MINIMIZED

DATE AND SCHEDULE THE SEEDER). THE DISTURBED AREAS WHICH ARE TO BE

SHOULD BE MADE FOR SEEDING AND MULCHING TO BEGIN (ANTICIPATE THE COMPLETION

AS DISTURBED AREAS WITHIN THE PROJECT APPROACH FINAL GRADE, PREPARATIONS 32.

MATERIALS.

VEGETATION, ORGANIC MATERIAL, LARGE STONES, AND OTHER OBJECTIONABLE

FILL MATERIAL FOR EMBANKMENTS SHALL BE FREE OF ROOTS, OR OTHER WOODY 31.

SPECIFIED ON THE PLAN MAPS AND/OR DETAIL SHEETS.

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

EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V OR 30.

GROUNDWATER SYSTEMS.

DRAWINGS. IN NO CASE SHALL IT BE ALLOWED TO ENTER ANY SURFACE WATERS OR

CONCRETE WASH WATER SHALL BE HANDLED IN THE MANNER DESCRIBED ON THE PLAN 29.

APPROVED BY THE TREMONT TOWNSHIP ENGINEER.

ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP

E&S BMP'S MUST REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM 28.

MOVEMENTS.

SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER

DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL SLOPES

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

PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70 27.

PERMANENT STABILIZATION SPECIFICATIONS.

REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE

TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE

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

DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE

NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS

OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING

IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA 26.

OF THIS PLAN.

SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS

VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE

FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE

ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING 25.

SLIDING, OR OTHER MOVEMENTS.

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

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

UNIFORM, PERENNIAL 70 PERCENT VEGETATIVE COVER OR OTHER PERMANENT

DURING THE GERMINATING SEASON. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM

REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS SHOULD BE DONE ONLY

REMOVAL OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID

COMPOST FILTER SOCK, CONCRETE WASHOUT AREAS, ETC. AREAS DISTURBED DURING

ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED INCLUDING

AFTER ALL WORK IS COMPLETED AND FINAL SITE STABILIZATION HAS BEEN ACHIEVED, 6.

REMOVAL OR CONVERSION OF ALL PERIMETER CONTROL BMP'S.

THE LUZERNE CONSERVATION DISTRICT FOR A PRE-FINAL INSPECTION PRIOR TO THE

STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATORS SHALL CONTACT

UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT 5.

PERMANENT STABILIZATION SPECIFICATIONS.

WORKDAY. SOIL SUPPLEMENTS, SEED AND MULCH MUST BE APPLIED ACCORDING TO

TRENCH SHOULD EXIST WHEN UTILITY LINE INSTALLATION CEASES AT THE END OF THE

PLACED ON THE UPSLOPE SIDE OF THE TRENCH. NO MORE THAN 50 LINEAL FEET OF OPEN

TRENCH AND BACK-FILLED IN ONE WORKING DAY. ALL EXCAVATED MATERIAL SHALL BE

BE GREATER THAN THE TOTAL LENGTH OF UTILITY LINE THAT CAN BE PLACED IN THE

INSTALLED, THE TOTAL LENGTH OF EXCAVATED TRENCH OPEN AT ANY ONE TIME SHOULD NOT

INCLUDING STORM SEWER, WATER LINES, AND ALL OTHER UNDERGROUND UTILITIES BEING

DOWNSTREAM TO UPSTREAM MANNER. FOR ALL UNDERGROUND UTILITY INSTALLATION

DRIVEWAY CULVERT CROSSING PIPE BEGINNING AT THE DOWNSTREAM END AND WORKING IN A

SPREADER, AND ANY ELECTRIC LINES. ALSO INSTALL ROCK LINED SWALE INCLUDING

WATER DISTRIBUTION LINES, TANK DRAIN LINES WITH SPLASH BLOCK AND THE LEVEL

ALSO CONSTRUCT TANK CONTROL BUILDING, AND ALL UTILITY INSTALLATION INCLUDING

IN CONJUNCTION WITH ROUGH GRADING, CONSTRUCT WATER TANK FOUNDATION AND TANK. 4.

DISCRETION.

PAVING CAN BE COMPLETED AT ANY TIME AFTER PLACEMENT OF STONE SUBBASE AT OWNER?S

SUBBASE TO ANY ACCESS DRIVE AND PARKING AREA UPON REACHING FINAL SUBGRADE.

DISTURBED AREAS THAT HAVE ACHIEVED FINAL GRADE. IMMEDIATELY INSTALL STONE

TOPSOIL. IMMEDIATELY IMPLEMENT PERMANENT VEGETATIVE STABILIZATION OF ALL

ANY AREA TO CONTAIN LAWN SHALL BE BROUGHT TO FINAL GRADE BY THE PLACEMENT OF

BEGIN ROUGH GRADING OF THE PROPOSED SITE, ACCESS DRIVE AND PARKING SPACES. 3.

NOTE: STEPS 3 AND 4 CAN BE COMPLETED SIMULTANEOUSLY.

COMPOST FILTER SOCK AS SHOWN ON THE E&S CONTROL PLAN AND DETAILS.

INSTALL ROCK CONSTRUCTION ENTRANCE RCE, CONCRETE WASHOUT AREA, AND ALL 2.

ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE DRAWINGS.

UNLESS OTHERWISE NOTED ON THE PLAN. CONSTRUCTION VEHICLES ARE NOT PERMITTED TO

PROPOSED EARTH MOVING ACTIVITIES WITH SURVEY RIBBON AND/OR SURVEY STAKES,

FIELD MARK THE LIMITS OF DISTURBANCE AS SHOWN ON THE E&SPC PLANS PRIOR TO 1.

DAYS OR LONGER REQUIRE TEMPORARY STABILIZATION.

NOTE: CESSATION OF ANY ACTIVITY SPECIFIED IN THE BELOW SEQUENCE FOR FOUR (4)

PREPARATIONS FOR SEEDING AND MULCHING IS NOT ACCEPTABLE.

BEING SEEDED AND MULCHED. WAITING UNTIL EARTHMOVING IS COMPLETED BEFORE MAKING

SQUARE FEET, WHICH IS TO BE STABILIZED BY VEGETATION, REACH FINAL GRADE WITHOUT

COMPLETION DATE AND SCHEDULE SEEDER). IN NO CASE SHOULD AN AREA EXCEEDING 15,000

SHOULD BE MADE FOR SEEDING AND MULCHING TO BEGIN (I.E. ANTICIPATE THE

NOTE: AS DISTURBED AREAS WITHIN A PROJECT APPROACH FINAL GRADE, PREPARATIONS

COMPLETED BEFORE PROCEEDING TO THE NEXT STEP, EXCEPT WHERE NOTED.

THE DEPARTMENT PRIOR TO IMPLEMENTATION. EACH STEP OF THE SEQUENCE SHALL BE

SEQUENCE MUST BE APPROVED BY THE AUTHORIZED COUNTY CONSERVATION DISTRICT OR BY

FOLLOWING SEQUENCE AS PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THE

NOTE: ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE

PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS DOCUMENT.

UNTIL THE E&S BMPS SPECIFIED BY THE CONSTRUCTION SEQUENCE FOR THAT STAGE OR

CLEARING, GRUBBING AND TOPSOIL STRIPPING IN ANY STAGE OR PHASE OF THE PROJECT

IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. DO NOT COMMENCE GENERAL SITE

NOTE: LIMIT CLEARING, GRUBBING, AND TOPSOIL STRIPPING TO THOSE AREAS DESCRIBED

1-800-242-1776 FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

ACTIVITIES SHALL NOTIFY THE PENNSYLVANIA ONE CALL SYSTEM INCORPORATED AT

EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, ALL CONTRACTORS INVOLVED IN THOSE

NOTE: AT LEAST 3 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR

DEPARTMENT OR AUTHORIZED CONSERVATION DISTRICT.

ACTIVITIES, THE PERMITTEE OR CO-PERMITTEE SHALL PROVIDE NOTIFICATION TO THE

AND AT LEAST 3 DAYS PRIOR TO PROCEEDING WITH THE BULK EARTH DISTURBANCE

NOTE: UPON INSTALLATION OR STABILIZATION OF ALL PERIMETER SEDIMENT CONTROL BMPS

PRECONSTRUCTION MEETING.

REPRESENTATIVE FROM THE AUTHORIZED COUNTY CONSERVATION DISTRICT TO AN ON-SITE

MUNICIPAL OFFICIALS, THE EROSION AND SEDIMENT CONTROL PLAN PREPARER, AND A

CONTRACTORS INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ALL APPROPRIATE

(INCLUDING CLEARING AND GRUBBING), THE OWNER AND/OR OPERATOR SHALL INVITE ALL

NOTE: AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES

OF THE REVISIONS FROM THE SCHUYLKILL CONSERVATION DISTRICT.

APPROVED EROSION AND SEDIMENT CONTROL PLAN, THE OPERATOR MUST RECEIVE APPROVAL

PLAN OR REVISIONS TO OTHER PLANS WHICH MAY IMPACT THE EFFECTIVENESS OF THE

BEFORE INITIATING ANY REVISIONS TO THE APPROVED EROSION AND SEDIMENT CONTROL

LOCATIONS.

MAINTAINED FOR ALL SOIL AND/OR ROCK SPOIL AND BORROW AREAS, REGARDLESS OF THEIR

CONSERVATION DISTRICT, AND IS BEING PROPERLY AND COMPLETELY IMPLEMENTED AND

PREPARED BY THE APPLICANT, SUBMITTED TO AND APPROVED BY THE SCHUYLKILL

THE OPERATOR SHALL ASSURE THAT AN EROSION AND SEDIMENT CONTROL PLAN HAS BEEN

PROPERLY AND COMPLETELY IMPLEMENTED.

THE OPERATOR SHALL ASSURE THAT THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IS

NOTES 1

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Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32137.00 OF

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian…