Drawings 1282A721R0008 Pine Ridge Job Corps Secondary Well.pdf

PROJECT LOCATION

NEBRASKA NATIONAL FOREST

PROJECT LOCATION

PROJECT ADDRESS

15710 HIGHWAY 385

CHADRON, NE 69337

INDEX

SUB

TITLE OF SHEET

1. T1.1 TITLE SHEET AND INDEX

2. G1.1 CENTER MAP

3. G1.2 LEGENDS AND DETAILS

4. U1.1 UTILITY SITE PLAN

5. U1.2 ENLARGED UTILITY SITE PLAN

6. U1.3 WELL PROFILE

7. U1.4 PHOTOGRAPHS

8. U2.1 PUMP HOUSE PLANS AND PHOTOGRAPHS

9. U2.2 PANELBOARD AND ONE LINE DIAGRAM

PROJECT LOCATION

9/

/1

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SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

JOB CORPS

NATIONAL

OFFICE

SECONDARY WELL

PINE RIDGE JOB

CORPS

CIVILIAN

CONSERVATION

CENTER

NEBRASKA NATIONAL FOREST

09/2018 9

DATE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

DATENO.

REVISION /

ISSUE

TITLE SHEET

AND INDEX

T.MICHAEL

L.CARROLL

SECONDARY WELL

PINE RIDGE JOB CORPS

CIVILIAN CONSERVATION CENTER

DAWES COUNTY, NEBRASKA

W-171-2019

February 11, 2021

R

T

E

529 528

GATE

GATE

WASTEWATER

TREATMENT

LAGOON

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CENTER MAP

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SHEET

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DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

JOB CORPS

NATIONAL

OFFICE

SECONDARY WELL

PINE RIDGE JOB

CORPS

CIVILIAN

CONSERVATION

CENTER

NEBRASKA NATIONAL FOREST

09/2018

F

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UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

DATENO.

REVISION /

ISSUE

CENTER MAP

T.MICHAEL

L.CARROLL

G1.1

BUILDINGS

100 - ADMINISTRATION

101 - GATEHOUSE

111 - HEALTH SERVICES

121 - DINING HALL

131 - WAREHOUSE

201 - FLAMMABLE STORAGE

220 - MAINTENANCE STORAGE

225 - CTT OFFICE

230 - MAINTENANCE/PAINTING

240 - HEALTH OCCUPATIONS TRAINING

250 - BRICK MASONRY/CARPENTRY

270 - CEMENT MASONRY SHOP

290 - WELDING SHOP

295 - VST STORAGE

511 - DORMITORY II & III

514 - DORMITORY I

515 - HONOR DORM (MALE)

516 - HONOR DORM (FEMALE)

523 - GYMNASIUM/EDUCATION

524 - ACTIVITY CENTER

530 - DORMITORY IV

534 - PUMP HOUSE

540 - LAUNDRY BUILDING

STRUCTURES

102 - SIGNHOUSE/FIRE CACHE

202 - GAS HOUSE

205 - FIRE CACHE

229 - PAINTING STRUCTURE

231 - VEHICLE STORAGE

518 - GENERATOR BUILDING

520 - PICNIC SHELTER

526 - GAZEBO

527 - BALL FIELD BOOTH

528 - RIGHT FIELD DUGOUT

529 - LEFT FIELD DUGOUT

532 - GENERATOR STORAGE

533 - WATER TOWER

535 - WIND TURBINE

100 0 100

SCALE OF FEET

PROJECT BOUNDARY

S DIMMER SWITCH

WP

D

GFI

IN-USE WEATHER PROOF COVER

FUSED DISCONNECT SWITCH

GROUND FAULT CIRCUIT INTERRUPTER

DISCONNECT SWITCH

J

S

E

S

S

TC

ELECTRICAL PANEL

120 VOLT JUNCTION BOX

240 VOLT RECEPTACLE

120 VOLT FLOOR DUPLEX RECEPTACLE

120 VOLT DOUBLE DUPLEX RECEPTACLE

120 VOLT DUPLEX RECEPTACLE

TIME CLOCK

1-WAY SWITCH

3-WAY SWITCH

BOILER EMERGENCY SWITCH

1-CIRCUIT, MINIMUM SIZE

#12 AWG UNLESS OTHERWISE NOTED

# INDICATES PANEL AND CIRCUIT

B2

MOTOR

OR

VFD

MOTOR STARTER AND DISCONNECT

VARIABLE FREQUENCY DRIVE

o

S OCCUPANCY SENSOR SWITCH

V A

R I E

S

D

D

*** 2'-0" MIN. COVER OVER ELECTRICAL OR TELECOMM

6'-0" MIN. COVER OVER WATER

UTILITY LINE DEPTHS

6" MINIMUM BEDDING

INITIAL BACKFILL

DETECTABLE WARNING TAPE

SUBSEQUENT BACKFILL

D + 1'-0"

WIDEN TRENCH

AS NEEDED

ABOVE PIPE FOR

WORKER SAFETY

ELECTRICAL,

WATER, OR

TELECOMM

GRADE

TRENCH DETAIL

NOT TO SCALE

TRACER WIRE INSTALLED ABOVE

WATER

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DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

JOB CORPS

NATIONAL

OFFICE

SECONDARY WELL

PINE RIDGE JOB

CORPS

CIVILIAN

CONSERVATION

CENTER

NEBRASKA NATIONAL FOREST

09/2018

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UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

DATENO.

REVISION /

ISSUE

LEGENDS AND

DETAILS

T.MICHAEL

L.CARROLL

G1.2

NOTES

THIS IS A STANDARD LEGEND SHEET. THEREFORE, SOME

SYMBOLS OR ABBREVIATIONS APPEARING ON THIS SHEET MAY

NOT APPLY TO THIS PROJECT.

OBLITERATION & SEEDING

LIMITS OF CONSTRUCTION

S

EXISTING TREES

EDGE OF EXISTING GRAVEL ROAD

EXISTING 1 FT. INTERVAL CONTOURS

EXISTING INDEX CONTOURS

PROPERTY LINE

LEGEND

WATER LINE

W

EXISTING DITCH CENTER LINE

SEWER LINE

S

OVERHEAD ELECTRIC LINE

UNDERGROUND TELEPHONE LINE

OE

UT

GAS LINE

GAS

UNDERGROUND ELECTRIC LINE

UE

W

SLOPE TO DRAIN

CURB STOP

METERM

REDUCER

SANITARY YARD HYDRANTY

SEWER HOOK-UP FOR TRAILER

S

SEWER MANHOLE

SEWER CLEANOUT

C.O.

EXISTING SURVEY CONTROL POINT

WATER HYDRANTH

WATER TOWER

T

W

AIR RELEASE VALVE

A

PRESSURE REDUCING VALVEPRV

TRANSFORMERT

P P

CONTROL CABLE

UTILITY SYMBOLS

WELL

CULVERT

INFORMATIONAL SINGLE POST SIGN

INFORMATIONAL DOUBLE POST SIGN

CP3

CONTROL POINT

SURVEYED SPOT ELEVATION

EXISTING UTILITY LINE TO BE

ABANDONED IN PLACE

EDGE OF NEW GRAVEL ROAD W/ 1 FT.

SHOULDER

WASTEWATER HOLDING TANK/SEWER

HOOK-UP

CHAIN LINK FENCE

DRY-STACK BOULDER WALL

RV TRAILER SITE NUMBERRV3

SITE SYMBOLS

EXISTING SEWER MANHOLE

W

EXISTING EQUIPMENT AND UTILITIES

SHOWN BY LIGHT LINE

ELECTRICAL LEGEND

PH1

U3.1

TOP # IS PHOTOGRAPH NUMBER

PHOTOGRAPH REFERENCE

BOTTOM # IS REFERENCED DRAWING

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IP

UTILITY SITE PLAN

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SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

JOB CORPS

NATIONAL

OFFICE

SECONDARY WELL

PINE RIDGE JOB

CORPS

CIVILIAN

CONSERVATION

CENTER

NEBRASKA NATIONAL FOREST

09/2018

F

O

R

E

S T

SE

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V

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C

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D E

P

A

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M E

N T

OF AG

R

I C U

L

T

U R

E

DATE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

DATENO.

REVISION /

ISSUE

UTILITY SITE

PLAN

T.MICHAEL

L.CARROLL

U1.1

SCALE OF FEET

50050

KEY NOTES

PROVIDE JUNCTION BOXES FOR PUMP POWER AND DRAWDOWN

CONTROL. CONNECT POWER TO WELL PUMP. INSTALL 1-1/4" THREADED

FLUSH JOINT PVC CONDUIT IN WELL TO 10 FEET ABOVE PUMP INTAKE.

INSTALL LEVEL SENSOR IN CONDUIT. CONNECT TO CONTROL WIRING IN

JUNCTION BOX. COORDINATE LEVEL SENSOR CONDUIT INSTALLATION

WITH PUMP AND WELL INSTALLATION.

UNDERGROUND ELECTRICAL 4-4/0 KCMIL WITH #1 GROUND IN 3" CONDUIT

TO PUMP AND 2 PAIR 20 GAUGE WIRE IN 1" CONDUIT TO DRAWDOWN

GAUGE, TYPICAL.

DIRECTIONALLY DRILL UNDERGROUND ELECTRICAL INSTALLED BELOW

CONCRETE PAVING.

2' X 2' X 3' DEEP HANDHOLE, FIELD LOCATE TO FACILITATE UNDERGROUND

CONDUIT INSTALLATION, TYPICAL.

CONTRACTORS OPTION TO INSTALL ELECTRICAL THROUGH

DIRECTIONALLY DRILL OR TRENCHING BELOW NON-CONCRETE SURFACE.

ROUTE UNDERGROUND CAT6 CABLE IN 1" CONDUIT FROM PUMP HOUSE TO

ADMINISTRATION BUILDING. CONNECT CABLING TO DIALER IN PUMP

HOUSE AND PATCH PANEL IN ADMINISTRATION BUILDING.

PUMP HOUSE, SEE U2.1 FOR WORK INSIDE BUILDING.

EXISTING WATER LINE, TYPICAL.

EXISTING CONCRETE PAVING, TYPICAL.

SEE ENLARGED SITE PLAN ON U1.2 FOR WORK IN THIS AREA.

EXISTING 200 AMP PUMP HOUSE DISCONNECT WITH THREE 100 AMP

FUSES. REMOVE ALUMINUM CONDUCTORS AND 2" CONDUIT. INSTALL

THREE 200 AMP FUSES. INSTALL 4-4/0 COPPER CONDUCTORS AND 2-1/2"

CONDUIT.

PH2

U1.4

PH1

U1.4

PH3

U1.4

PH4

U1.4

GENERAL NOTES

1. EXISTING INFORMATION SHOWN ON DRAWINGS HAS BEEN TAKEN FROM

LIMITED FIELD OBSERVATIONS. FIELD VERIFY EXISTING CONDITIONS AND

LOCATE UTILITIES PRIOR TO BEGINNING WORK.

2. PROTECT EXISTING UTILITIES, EQUIPMENT, BUILDINGS, AND TREES FROM

DAMAGE.

3. SEE TRENCH DETAIL ON G1.2.

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DIRECTION OF FLOW

30" MAX.

12" MIN.

GALVE ELBOW (TYP)

86"

ENLARGED UTILITY SITE PLAN

P

J M

C M

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SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

JOB CORPS

NATIONAL

OFFICE

SECONDARY WELL

PINE RIDGE JOB

CORPS

CIVILIAN

CONSERVATION

CENTER

NEBRASKA NATIONAL FOREST

09/2018

F

O

R

E

S T

SE

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E

D E

P

A

R

T

M E

N T

OF AG

R

I C U

L

T

U R

E

DATE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

DATENO.

REVISION /

ISSUE

ENLARGED UTILITY

SITE

PLAN

P.MCMANUS

U1.2

SCALE OF FEET

20020

KEY NOTES

CONNECT POWER TO WELL PUMP. SEE UTILITY PLAN SHEET U1.1

EXISTING WATER (TYPICAL) PIPE MATERIAL UNKNOWN

EXISTING GAS (TYPICAL)

2017 EXISTING TEST WELL. ABANDONED PER NE DHHS STANDARDS

CONTRACTOR TO CONFIRM EXISTING 6-INCH VALVE AND VALVE BOX.

6" W: IE = 4144

NEW WELL.. SEE UTILITY PLAN SHEET U1.3

CUT CAP AND ABANDON 6-INCH WATERLINE PER NEBRASKA STATE STANDARDS.

CONCRETE THRUST BLOCKING PER DETAIL 1, SHEET U1.3

EX WIND TOWER

DO NOT DISTURB

EX HYDRANT

DO NOT DISTURB

EX FENCE

DO NOT DISTURB

WATER MAIN

(ABANDONED)

H

W

Y

GENERAL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS

PRIOR TO ANY CONSTRUCTION.

2. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CONTRACTING OFFICER

TO ANY PROBLEMS IN COMPLYING WITH THE DESIGN PLANS PRIOR TO OR DURING

CONSTRUCTION.

3. SHOULD UNFORESEEN CONDITIONS DURING CONSTRUCTION OCCUR THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATIONS AT LEAST 96

HRS (4 DAYS) IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES.

5. THE CONTRACTING OFFICER SHALL BE NOTIFIED 48 HRS PRIOR TO ALL

INSPECTIONS AND TESTING. ALL TESTING, INSPECTIONS SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

6. ANY DAMAGE TO THE EXISTING SITE BY THE CONTRACTOR AND/OR

SUBCONTRACTORS HIRED DURING CONSTRUCTION OF THESE IMPROVEMENTS

SHALL BE REPLACED AND REPAIRED AT NO EXPENSE TO THE OWNER.

7. FIELD VERIFY OPERATION AND USE OF EXISTING FIRE HYDRANT WITH PINE RIDGE

JOB CORP CENTER MAINTENANCE AND TECHNICAL OPERATIONS STAFF.

INSTALL SHUT OFF VALVE ON WELL DISCHARGE. CONNECT 6-INCH

C900 PVC TO EXISTING 6-INCH WATERLINE.

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MINIMUM BEARING AREA [SQ FT]

LOCATION OF THRUST BLOCKS

PIPE

SIZE

TEE, VALVE,

OR DEAD END

90°

BEND

45°

BEND

BEND

BEND

NOTES

1. GOVERNMENT INSPECTION OF PREPARATION REQUIRED

PRIOR TO POURING THRUST BLOCKS.

2. GOVERNMENT INSPECTION REQUIRED PRIOR TO

BACKFILLING. ALL WORK MUST BE INSPECTED PRIOR TO

BACKFILLING.

3. ALL PIPE JOINTS MUST BE ACCESSIBLE FOR INSPECTION.

WRAP ALL FITTINGS ADJACENT TO THRUST BLOCKS WITH 8

MIL. THICK POLYETHYLENE SHEET AND TAPE WRAP.

4. CONCRETE MUST BE ALLOWED TO CURE FOR 5 DAYS

PRIOR TO PRESSURIZING WATER LINES.

5. CONCRETE MUST HAVE A MINIMUM OF 3000 PSI

COMPRESSIVE STRENGTH IN 28 DAYS.

6. THRUST BLOCKS MUST BE POURED AS CLOSE AS

POSSIBLE TO THE CONFIGURATIONS SHOWN.

7. BEARING AREAS FOR HORIZONTAL BEND THRUST BLOCKS

ARE BASED ON TEST PRESSURE OF 200 PSI AND AN

ALLOWABLE SOIL BEARING STRESS OF 2000 LBS/SQ FT.

8. COMPUTATIONS OF BEARING AREAS ARE REQUIRED FOR

DIFFERENT TEST PRESSURES AND SOIL BEARING

PRESSURES.

9. BEARING AREA, VOLUMES, AND SPECIAL BLOCKING

DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER THIS

STANDARD.

10. BEARING AREAS FOR PIPE SIZES OR CONFIGURATIONS

NOT SHOWN REQUIRE A SPECIAL DESIGN.

11. REINFORCING STEEL BARS TO BE EPOXY COATED AT

LEAST 15 MILS THICK.

12. WRAP PIPE WITH POLYETHYLENE TO PROTECT PIPE FROM

CONCRETE PLACEMENT.

4"

0.7

0.9 0.5 0.4 0.3

6"

1.5

2.2 1.2 0.6 0.3

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

JOB CORPS

NATIONAL

OFFICE

SECONDARY WELL

PINE RIDGE JOB

CORPS

CIVILIAN

CONSERVATION

CENTER

NEBRASKA NATIONAL FOREST

09/2018

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UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

DATENO.

REVISION /

ISSUE

WELL PROFILE

P.MCMANUS

U1.3

SLOPE GROUND

SURFACE AWAY

FROM PITLESS ADAPTER

PITLESS ADAPTER

SURFACE SEAL - NEAT CEMENT GROUT TO

SEAL 2-INCH ANNULAR SPACE AROUND

THE SURFACE CASING TO A DEPTH OF 60

FT AND MEETING AQUIFER SEAL. BOTTOM

OF CEMENT SAND SEAL / TOP OF AQUIFER

SEAL IS APPROX. 216 BGS

SOIL/CLAY/SILT

CASING

SEE NOTE 8

STATIC WATER LEVEL

APPROX = 170 FT

GRAVEL PACK

EXTEND 2 FT ABOVE THE TOP

OF THE SCREEN

WELL CONSTRUCTION NOTES:

1. WATER WELL SHALL BE CONSTRUCTED BY A CONTRACTOR LICENSED AND

REGISTERED WITH THE STATE OF NEBRASKA AND PERFORMING WORK WITHIN

THE WATER WELL STANDARDS AND CONTRACTORS PRACTICE ACT AND 179 NAC

7.

2. WELL CONSTRUCTION SHALL BE PER NEBRASKA STATE DEPARTMENT OF HUMAN

AND HEALTH STANDARDS (DHHS) 179 NAC 7

3. TOTAL DYNAMIC HEAD (TDH) IS APPROXIMATED FROM THE 2017 TEST WELL DATA.

ONCE THE PERMANENT WELL HAS BEEN DRILLED THE CONTRACTOR SHALL

NOTIFY THE CO OF THE STATIC WATER LEVEL AND AS NECESSARY RESIZE THE

PUMP ACCORDINGLY PRIOR TO PURCHASING AND INSTALLING THE NEW PUMP.

4. WELL PUMP AND APPURTENANCES SHALL BE CONSTRUCTED BY A NEBRASKA

STATE LICENSED PUMP INSTALLATION CONTRACTOR.

5. THIS WELL SHALL BE CONSTRUCTED PER THE RULES AND REQUIREMENTS OF

NEBRASKA PUBLIC WATER SYSTEMS

6. WELL SHALL BE CONSTRUCTED TO WORK IN ASSOCIATION WITH THE EXISTING

WATER WELL AND WATER SYSTEM.

7. THE WELL SHALL BE GROUTED THE FULL LENGTH OF THE ANNULAR SPACE, FROM

THE GRAVEL PACK ALL THE WAY TO THE SURFACE.

8. THE WELL CASING MUST BE AT LEAST 2 NOMINAL SIZES LARGER THAN THE BOWL

SIZE OF THE PUMP.

9. THE PUMP ELECTRICAL CABLE SHALL BE SECURED TO THE DROP PIPE EVERY 10

FT, LEAVING A MINIMUM OF 2 INCHES SLACK BETWEEN CABLE TIES

10. INSTALL A CHECK VALVE ABOVE THE PUMP PER PUMP MFG RECOMMENDATIONS.

INSTALL ADDITIONAL CHECK VALVES EVERY 150 FT ABOVE THE FIRST.

VENTILATED WELL CAP. VENT

SHALL BE SCREENED WITH A

24 MESH, CORROSION

RESISTANT SCREEN.

TAPE ELEC'L CABLE

TO PIPE

WELLHEAD PROFILE NTS

DETAIL 1 THRUSTBLOCKING

(NOT TO SCALE)

CHECK VALVE INSTALLED PER

PUMP MFG RECOMMENDATIONS

7 FT AQUIFER SEAL -

BENTONITE CHIP SEAL AT

THE TOP OF THE GRAVEL

PACK TO MEET BOTTOM

OF SURFACE SEAL

BOTTOM OF AQUIFER

SEAL / TOP OF GRAVEL

PACK AT APPROX 223 FT

BGS.

COLUMN PIPE, MIN 2"

GALVANIZED STEEL

INSTALL 5' OF BLANK

CASING WITH SOLVENT

WELDED CAP.

EXTEND 1-1/4" CONDUIT

FOR DRAWDOWN GAUGE

TO 10 FEET ABOVE PUMP

INTAKE, CONDUIT NOT

SHOWN.

INSTALL JUNCTION BOXES,

CONDUITS, AND WIRING FOR PUMP

POWER AND DRAWDOWN GAUGE,

COORDINATE WITH ELECTRICAL

BOREHOLE WIDTH = 15"

APPROX. BOTTOM OF

BOREHOLE = 270 FT BGS

SUBMERSIBLE PUMP

TDH APPROX. 323 FT Q = 86 GPM

PUMP SET APPROX. 225 FT BGS

ESTIMATED PUMPING LEVEL

APPROX. 220 FT BGS

SEE NOTE 3

35' OF WELL SCREEN 6"

SCREEN WITH

0.030" STANDARD SLOT

OPENING (15.4 SQ IN/FT)

PRODUCTION ZONE

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

JOB CORPS

NATIONAL

OFFICE

SECONDARY WELL

PINE RIDGE JOB

CORPS

CIVILIAN

CONSERVATION

CENTER

NEBRASKA NATIONAL FOREST

09/2018

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DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

DATENO.

REVISION /

ISSUE

PHOTOGRAPHS

T.MICHAEL

L.CARROLL

U1.4

PH1

U1.1

FIRE HYDRANT NEAR WELL LOCATION

PH2

U1.1

SOUTH TOWARDS WIND TURBINE

PH3

U1.1

NORTH TOWARDS WATER TOWER

PH4

U1.1

LOOKING TOWARDS PUMP HOUSE

GENERAL NOTES

1. PHOTOGRAPHS SHOW SURROUNDING CONDITIONS. FIELD VERIFY EXISTING

CONDITIONS AND LOCATE UTILITIES PRIOR TO BEGINNING WORK.

ATS

PNL

A

DIS

PNL

E

DIS

ETCP

PCP

E13

E1,3,5

SPD

H

PUMP HOUSE ELECTRICAL PLAN

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

JOB CORPS

NATIONAL

OFFICE

SECONDARY WELL

PINE RIDGE JOB

CORPS

CIVILIAN

CONSERVATION

CENTER

NEBRASKA NATIONAL FOREST

09/2018

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DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

DATENO.

REVISION /

ISSUE

PUMP HOUSE

PLANS AND

PHOTOGRAPHS

T.MICHAEL

L.CARROLL

U2.1

KEY NOTES

EXISTING 100 AMP 120/240V PANEL. DISCONNECT AND REMOVE FEEDERS TO PANEL A. REMOVE PANEL A.

INSTALL JUNCTION BOXES FOR EXISTING CIRCUITS AND RELOCATE CIRCUITS TO PANEL E. CIRCUITS AND

CIRCUIT BREAKERS INCLUDE:

· ONE 20A-1P LIGHTING.

· FOUR 20A-1P RECEPTACLES.

· TWO 30A-2P HEATERS.

· ONE 20A-1P CHLORINATION RECEPTACLE.

· ONE 20A-1P SIREN, VERIFY WIRING AND FUNCTION.

· ONE 20A-1P TO ATS. CIRCUIT IS ABANDONED. REMOVE CIRCUIT BREAKER, CONDUCTORS AND CONDUIT.

· ONE 50A-2P TOWER PUMP CONTROL PANEL. REMOVE CIRCUIT BREAKER, CONDUCTORS AND CONDUIT.

REMOVE 100 AMP MAIN SERVICE DISCONNECT, CONDUCTORS, CONDUIT, AND GROUNDING ELECTRODE

CONDUCTOR. INSTALL 200 AMP MAIN SERVICE DISCONNECT WITH 200 AMP FUSES. CONNECT #4 GROUNDING

ELECTRODE CONDUCTOR TO EXISTING GROUND ROD. ROUTE 4-4/0 CONDUCTORS IN 2-1/2" CONDUIT TO

EXISTING POLE MOUNTED DISCONNECT. SEE U1.1 FOR CONTINUATION.

INSTALL SURGE PROTECTION DEVICE. ROUTE 4-#10 AND #10 GROUND IN 3/4" CONDUIT TO CIRCUIT BREAKER.

EXISTING GENERATOR AUTOMATIC TRANSFER SWITCH. REMOVE CONDUCTORS AND CONDUIT TO EXISTING

DISCONNECT AND PUMP CONTROL PANEL. INSTALL 4-4/0 AND #4 GROUND IN 2-1/2" CONDUIT TO NEW

DISCONNECT AND NEW EMERGENCY PANEL E.

REMOVE ALUMINUM CONDUCTORS AND 2" CONDUIT FROM WELL PUMP CONTROL PANEL TO 200 AMP POLE

MOUNTED DISCONNECT. INSTALL 4-4/0 COPPER WITH #4 GROUND IN 2-1/2" CONDUIT.

REMOVE EXISTING WELL PUMP CONTROL PANEL, CONDUCTORS AND CONDUIT. CONTROL PANEL IS NOT

SHOWN ON PLANS FOR CLARITY BUT IS SHOWN ON PHOTO PH3/U2.1. INSTALL ELECTRICAL PANEL E IN SAME

LOCATION. ROUTE 4-4/0 AND #4 GROUND IN 2-1/2" CONDUIT TO EXISTING AUTOMATIC TRANSFER SWITCH.

REMOVE EMERGENCY SIREN SYSTEM 60A-3P DISCONNECT WITH 45 AMP FUSES. EXTEND 4-#6 WITH #10

GROUND IN 1" CONDUIT TO CIRCUIT BREAKER IN PANEL E.

4-#4/0 WITH #1 GROUND IN 3" CONDUIT AND 2 PAIR 20 GAUGE WIRE IN 1" CONDUIT. ROUTE TO SECONDARY

WELL PUMP AND PUMP CONTROL PANEL (PCP). SEE U1.1 FOR CONTINUATION.

INSTALL PRIMARY/SECONDARY WELL PUMP CONTROL PANEL (PCP).

INSTALL EXTERIOR VISUAL/AUDIBLE ALARM. MOUNT 7'-0" ABOVE GRADE.

INSTALL DIALER, INSTALL 1" CONDUIT WITH CAT6 CABLE. ROUTE TO ADMINISTRATION BUILDING, SEE U1.1 FOR

CONTINUATION.

INSTALL ELEVATED TANK CONTROL PANEL (ETCP).

REMOVE PUMP PRESSURE SWITCH. INSTALL PUMP PRESSURE TRANSMITTER IN SAME LOCATION.

EXISTING 60 KW GENERATOR.

EXISTING LIGHTS, TYPICAL.

EXISTING ELECTRIC HEATER, TYPICAL.

EXISTING PIPING, TYPICAL.

PH1

U2.1

PUMP HOUSE PLUMBING PLAN

SCALE OF FEET

1/4" = 1'-0"

SCALE OF FEET

1/4" = 1'-0"

PH2

U2.1

PH3

U2.1

PH2

U2.1

ELECTRICAL PANELS AND ATS

PH1

U2.1

BUILDING EXTERIOR PH3

U2.1

WELL PUMP CONTROL PANEL AND SIREN

PH4

U2.1

PRESSURE SWITCH

PH4

U2.1

GENERAL NOTES

1. VERIFY AND SUBMIT VOLTAGE PRIOR TO ORDERING EQUIPMENT.

2. SEE PANELBOARD SCHEDULE ON U2.2.

3. SEE ONE LINE DIAGRAM ON U2.2.

4. SEE WELL PUMP SYSTEM WIRING DIAGRAM ON U2.2 FOR CONDUCTORS

AND CONDUIT SIZES.

5. CORE BLOCK WALL FOR CONDUIT PENETRATIONS TO EXTERIOR. SEAL

WEATHERTIGHT.

PH1

U2.1

9/5/18 14:13 TCMICHAEL C:\USERS\TCMICHAEL\BOX\CDI\JCORPS\PINERIDGE\SITE\2018_WATER\DWGS\PR_MEP_PUMPHOUSE.DWG; 14:13 TCMICHAEL C:\USERS\TCMICHAEL\BOX\CDI\JCORPS\PINERIDGE\SITE\2018_WATER\DWGS\PR_MEP_PUMPHOUSE.DWG;14:13 TCMICHAEL C:\USERS\TCMICHAEL\BOX\CDI\JCORPS\PINERIDGE\SITE\2018_WATER\DWGS\PR_MEP_PUMPHOUSE.DWG; TCMICHAEL C:\USERS\TCMICHAEL\BOX\CDI\JCORPS\PINERIDGE\SITE\2018_WATER\DWGS\PR_MEP_PUMPHOUSE.DWG;TCMICHAEL C:\USERS\TCMICHAEL\BOX\CDI\JCORPS\PINERIDGE\SITE\2018_WATER\DWGS\PR_MEP_PUMPHOUSE.DWG; C:\USERS\TCMICHAEL\BOX\CDI\JCORPS\PINERIDGE\SITE\2018_WATER\DWGS\PR_MEP_PUMPHOUSE.DWG;C:\USERS\TCMICHAEL\BOX\CDI\JCORPS\PINERIDGE\SITE\2018_WATER\DWGS\PR_MEP_PUMPHOUSE.DWG;;

TOTAL CONNECTED VA: 56,091

TOTAL CONNECTED AMPS: 135

= GFI CIRCUIT BREAKER

5 = MISCELLANEOUS

6 = SPARE

7 = SPACE

TYPE

TOTAL A: 18,913 VA, 158 AMPS

TOTAL B: 19,673 VA, 164 AMPS

SUBTOTAL

10119

4 = KITCHEN

1 = LIGHTS

2 = RECEPTACLES

3 = MOTORS

100599879

LOAD TYPES:

POLE

NO.

AMP

C

BA

VOLTS: 120/240 - 3 PHASE, 4 WIRE

LOAD

SURFACE MOUNT PANEL

DESCRIPTION

NEUTRAL BUS: 225 A

MAIN BUS: 225 A

65,000 A.I.R

CB

PANEL "E"

VA LOAD PER LEG

TYPE

POLE

NO.

AMP

TOTAL DEMAND VA: 69,753

TOTAL DEMAND AMPS: 168

LOADCB DESCRIPTION

PUMP CONTROL PANEL

33 100

8794 74469794

C

BA

TOTAL C: 17,505 VA, 146 AMPS

MOTORS

KITCHEN

MISCELLANEOUS

LARGEST MOTOR

LIGHTS

RECEPTACLES

RECEPTACLES

SPARES

SPACES

25,042

29,097

1,440

CONNECTED

VA

31,302

36,371

1,440

DEMAND

VA

**LIGHTS

12 20

12 20

12 20

15 15

11 15

52 30

35 30

21 20

21 20

(PCP)

SURGE PROTECTION

DEVICE (SPD)

**RECEPTACLES

MAIN LUGS

**ELECTRIC HEATER

ELEVATED TANK CONTROL

PANEL (ETCP)

**RECEPTACLES

**ELECTRIC HEATER

**SIREN DISCONNECT

51 20 **SIREN

52 30

**CHLORINATION

RECEPTACLE

**RECEPTACLES

**RECEPTACLES

EXISTING

ATS

AUTOMATIC

TRANSFER

SWITCH

EXISTING

60 KW

EMERGENCY

GENERATOR

KEY NOTES

EXISTING POWER FROM UTILITY TRANSFORMER.

EXISTING ELECTRICAL METER.

EXISTING POLE MOUNTED 200 AMP DISCONNECT WITH 3-100 AMP

FUSES. REPLACE FUSES WITH 3-200 AMP FUSES.

REMOVE EXISTING ALUMINUM CONDUCTORS AND 2" CONDUIT.

INSTALL 4-4/0 IN 2-1/2" CONDUIT.

REMOVE 100 DISCONNECT. INSTALL 200 AMP DISCONNECT WITH

3-200 AMP FUSES.

REMOVE EXISTING GROUNDING ELECTRODE CONDUCTOR. INSTALL

#4 GROUNDING ELECTRODE CONDUCTOR.

SURGE PROTECTION DEVICE, MOUNT ADJACENT TO DISCONNECT,

ROUTE 3-#10 AND #10 GROUND IN 3/4" CONDUIT TO 30 AMP CIRCUIT

BREAKER.

REMOVE EXISTING COPPER CONDUCTORS, GROUND, AND 2"

CONDUIT. INSTALL 4-4/0 WITH #4 GROUND IN 2-1/2" CONDUIT.

EXISTING AUTOMATIC TRANSFER SWITCH.

ELECTRICAL PANEL E, SEE PANELBOARD SCHEDULE.

EXISTING EMERGENCY GENERATOR.

N G

PANEL E

225 AMP

120/240

3 PHASE

SPD

N G

M

KEY NOTES

PUMP CONTROL PANEL (PCP).

ELEVATED TANK CONTROL PANEL (ETCP).

DIALER.

ROUTE 4-2/0 WITH #6 GROUND IN 2" CONDUIT TO PANEL E.

EXTEND EXISTING 25 HP WELL PUMP CONDUCTORS AND

CONDUIT TO PCP AND CONNECT. INSTALL JUNCTION BOX IF

REQUIRED.

ROUTE 4-#4/0 WITH #1 GROUND IN 3" CONDUIT TO NEW 15 HP 3

PHASE WELL PUMP.

ROUTE 2-#12 WITH #12 GROUND IN 1/2" CONDUIT TO PANEL

ETCP

ROUTE 2-#12 WITH #12 GROUND IN 1/2" CONDUIT TO EXTERIOR

ALARM STROBE/HORN.

ROUTE 4/20ma IN 1/2" CONDUIT TO PRESSURE TRANSMITTER.

ROUTE 2-#12 WITH #12 GROUND IN 1/2" CONDUIT TO DIALER.

ROUTE CAT6 CABLE IN 1" CONDUIT TO ADMINISTRATION

BUILDING.

PLUG DIALER IN TO EXISTING RECEPTACLE.

PCP

ETCP

DIALER

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

JOB CORPS

NATIONAL

OFFICE

SECONDARY WELL

PINE RIDGE JOB

CORPS

CIVILIAN

CONSERVATION

CENTER

NEBRASKA NATIONAL FOREST

09/2018

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DEPARTMENT OF

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FOREST SERVICE

DATENO.

REVISION /

ISSUE

PANELBOARD AND

ONE LINE DIAGRAM

T.MICHAEL

L.CARROLL

U2.2

GENERAL NOTES

1. **INDICATES CIRCUIT RELOCATED FROM PANEL A. INSTALL JUNCTION BOX AND

EXTEND CONDUCTORS AND CONDUIT.

2. VERIFY AND SUBMIT VOLTAGE PRIOR TO ORDERING EQUIPMENT.

ONE LINE DIAGRAM

NOT TO SCALE

WELL PUMP SYSTEM WIRING DIAGRAM

NOT TO SCALE

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9/5/18 14:13 TCMICHAEL C:\USERS\TCMICHAEL\BOX\CDI\JCORPS\PINERIDGE\SITE\2018_WATER\DWGS\PR_MEP_PUMPHOUSE.DWG; 14:13 TCMICHAEL C:\USERS\TCMICHAEL\BOX\CDI\JCORPS\PINERIDGE\SITE\2018_WATER\DWGS\PR_MEP_PUMPHOUSE.DWG;14:13 TCMICHAEL C:\USERS\TCMICHAEL\BOX\CDI\JCORPS\PINERIDGE\SITE\2018_WATER\DWGS\PR_MEP_PUMPHOUSE.DWG; TCMICHAEL C:\USERS\TCMICHAEL\BOX\CDI\JCORPS\PINERIDGE\SITE\2018_WATER\DWGS\PR_MEP_PUMPHOUSE.DWG;TCMICHAEL C:\USERS\TCMICHAEL\BOX\CDI\JCORPS\PINERIDGE\SITE\2018_WATER\DWGS\PR_MEP_PUMPHOUSE.DWG; C:\USERS\TCMICHAEL\BOX\CDI\JCORPS\PINERIDGE\SITE\2018_WATER\DWGS\PR_MEP_PUMPHOUSE.DWG;C:\USERS\TCMICHAEL\BOX\CDI\JCORPS\PINERIDGE\SITE\2018_WATER\DWGS\PR_MEP_PUMPHOUSE.DWG;;