J3 Project Drawings.pdf

FOREST LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

CH10619

FROM THE INTERSECTION OF US HIGHWAY 2 AND MINNESOTA STATE

HIGHWAY 371 IN CASS LAKE, MINNESOTA, TRAVEL EAST ON US-2 FOR

4.3 MILES. TURN LEFT ON TO NORWAY BEACH ROAD NW. FOR 0.2 MILES

TO THE ENTRANCE OF THE NORWAY BEACH RECREATION AREA.

NORWAY BEACH RECREATION AREA

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

RO WATER/WASTEWATER PROGRAM MANAGER DATE

2/1 1/2

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MINNESOTA

CASS COUNTY

REGION NINE

CHIPPEWA NATIONAL FOREST

BLACKDUCK RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE REV/DATE

C-01 COVERSHEET

C-02 GENERAL NOTES AND ABBREVIATIONS

C-03 SITE LAYOUT AND REFERENCE KEY TO PLAN SHEETS

C-04 STRUCTURE DECOMMISSIONING NOTES 1 OF 2

C-05 STRUCTURE DECOMMISSIONING NOTES 2 OF 2

C-06 PLAN VIEW SHEET - CASS LAKE CAMPGROUND

C-07 PLAN VIEW SHEET - DAY USE / VISITOR INFORMATION CENTER

C-08 PLAN VIEW SHEET - NORWAY BEACH CAMPGROUND

C-09 PLAN VIEW SHEET - NORWAY BEACH ROAD

C-10 PLAN VIEW SHEET - CHIPPEWA CAMPGROUND

C-11 PLAN VIEW SHEET - WANAKI CAMPGROUND

C-12 PLAN VIEW SHEET - LAGOON WW TREATMENT PLANT

C-13 LAGOON SITE DECOMMISSIONING PLAN

C-14 LAGOON SITE GRADING AND RESTORATION PLAN

C-15 DETAILS

WASTEWATER SYSTEM DECOMMISSIONING

CITY OF CASS LAKE

US HWY 2

US HWY 2

M N

HW

Y

CASS LAKE

DESIGNED BY:

R9 TECHNICAL SERVICES TEAM CIVIL ENGINEER DATE

MILLIE BAIRD Digitally signed by MILLIE BAIRD Date: 2023.03.15 16:23:01 -05'00'

KAREN LESSARD Digitally signed by KAREN LESSARD Date: 2023.03.17 11:53:08 -05'00'

MICHAEL STANSBERRY

Digitally signed by MICHAEL

STANSBERRY

Date: 2023.03.17 13:49:42 -05'00'

David Mattei (Retired) 03/13/23

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/1 1/2

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(R09)

REGION NINE

NORWAY BEACH

REC AREA

WASTEWATER

SYSTEM

DECOMMISSIONING

CHIPPEWA NATIONAL

FOREST

BLACKDUCK DISTRICT

GENERAL NOTES AND

ABBREVIATIONS

D.MATTEI

D.MATTEI

R.SUTTON

1) ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL APPLICABLE INTERNATIONAL CONSTRUCTION CODES, MINNESOTA AND CASS COUNTY BUILDING CODES (IF MORE STRINGENT THAN INTERNATIONAL CODES), PROJECT DRAWINGS, PROJECT SPECIFICATIONS AND INDUSTRY STANDARD PRACTICES. A TURN-KEY PROJECT SHALL BE PROVIDED BY THE CONTRACTOR EVEN IF DETAILS, INDUSTRY STANDARDS AND INCIDENTALS ARE NOT SHOWN IN THE DRAWINGS OR

SPECIFICATIONS.

2) THE CONTRACTOR SHALL COMPLY WITH ALL SAFETY REQUIREMENTS AS OUTLINED BY FSH-6709.11, U.S. DEPARTMENT OF AGRICULTURE - FOREST SERVICE HEALTH AND SAFETY CODE HANDBOOK AS WELL AS APPLICABLE OSHA

REGULATIONS.

3) ALL WORK INSIDE CONFINED SPACES SHALL BE ACCOMPLISHED BY PERSONS WHO ARE CURRENTLY CONFINED SPACE CERTIFIED AND WILL FOLLOW ALL OSHA 29 CRF1910 REGULATIONS. COPIES OF ALL PERMITS, AIR QUALITY CHECKS, ETC.

WILL BE PROVIDED TO THE COR PRIOR TO EACH PROGRESS PAYMENT AND FINAL PAYMENT.

4) THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PROJECT PERMITS, INCLUDING DISPOSAL PERMITS. SANITARY SEWER GRAVITY PIPE MAY CONTAIN ASBESTOS. HAZARDOUS MATERIAL TESTING HAS NOT BEEN CONDUCTED BY THE FOREST SERVICE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE SAFE REMOVAL REQUIREMENTS AND

LEGAL, PERMITTED DISPOSAL REQUIREMENTS.

5) TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES.

6) A COPY OF THE APPROVED DRAWINGS, SPECIFICATIONS AND APPROVED SUBMITTALS SHALL BE ON SITE AT ALL TIMES

DURING CONSTRUCTION ACTIVITY.

7) PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL "GOPHER STATE ONE-CALL" (1-800-252-1166 OR

811) FOR UTILITY LOCATIONS. CONTRACTOR SHALL LOCATE UTILITIES WHEREVER EXCAVATION IS LIKELY TO OCCUR.

8) LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES OR OTHERWISE ARRANGE FOR UTILITY LOCATIONS ON GOVERNMENT PROPERTY. ACCESS TO SOME EXISTING SANITARY STRUCTURES FOR DECOMMISSIONING

MAY BE DIFFICULT DUE TO THE UN-MAINTAINED CONDITION OF UTILITY EASEMENTS.

9) PARTIAL RECORD DRAWINGS OF PREVIOUSLY CONSTRUCTED UTILITY SYSTEMS ARE INCLUDED AS PART OF THIS SET OF CONTRACT DOCUMENTS FOR REFERENCE. THE ACCURACY OF THESE RECORD DRAWINGS IS NOT GUARANTEED. IT IS

THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXISTING CONDITIONS.

10) DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON-SITE STORM WATER RUNOFF BY USING APPROVED TEMPORARY EROSION/SILTATION CONTROL PROCEDURES. THE CONTRACTOR IS REQUIRED TO SUBMIT

EROSION CONTROL PLAN FOR APPROVAL PRIOR TO NOTICE TO PROCEED.

11) NO CONSTRUCTION ACTIVITY SHALL BE PERMITTED BETWEEN THE HOURS OF 6:00 P.M. AND 8:00 A.M. WEEKDAYS. NO WORK WILL BE PERMITTED ON WEEKENDS OR FEDERAL HOLIDAYS WITHOUT PERMISSION FROM THE FOREST SERVICE.

12) THE CONTRACTOR SHALL REMOVE ALL DEBRIS, AND ITEMS DESIGNATED TO BE REMOVED, FROM THE SITE AND

DISPOSE OF OR RECYCLE IN ACCORDANCE WITH LOCAL LAWS AND REGULATIONS.

13) ALL AREAS DISTURBED BY CONSTRUCTION UNDER THIS CONTRACT SHALL BE RESTORED WITH TOPSOIL, SEED, FERTILIZER AND MULCH. WHEEL RUTS AND DEPRESSIONS CAUSED BY CONSTRUCTION AND CONSTRUCTION EQUIPMENT

IN LANDSCAPED AREAS MUST BE REPAIRED AND GRADED TO PREVENT LOCALIZED PONDING.

1) ALL ELECTRICAL WORK ON THIS CONTRACT MUST BE PERFORMED BY AN

ELECTRICIAN THAT IS LICENSED TO PRACTICE IN THE STATE OF MINNESOTA.

2) INCLUDED IN THIS CONTRACT IS THE DISCONTINUATION OF 3-PHASE

ELECTRICAL SERVICE AT LIFT STATION #2 AND LIFT STATION #3 AND

CONVERSION OF 3-PHASE ELECTRICAL SERVICE TO SINGLE PHASE

ELECTRICAL SERVICE AT THE LAGOON TREATMENT SITE.

3) ELECTRICAL SYSTEM DECOMMISSIONING WORK THAT INVOLVES

DISCONTINUATION OF 3-PHASE SERVICE OR MODIFICATION OF 3-PHASE

SERVICE TO SINGLE PHASE, MUST BE COORDINATED WITH THE PRIMARY

SERVICE PROVIDER, BELTRAMI ELECTRIC COOPERATIVE, INC., LOCATED IN

BEMIDJI, MN.

ELECTRICAL DECOMMISSIONING NOTES:

GENERAL CONSTRUCTION NOTES: ABBREVIATIONS:

NWB = NORWAY BEACH

VIC = VISITOR INFORMATION CENTER

CO/COR = CONTRACTING OFFICER/CONTRACTING OFFICER'S

REPRESENTATIVE

CG = CAMPGROUND

LS = LIFT STATION

MH = MANHOLE

EX= EXISTING

PROP = PROPOSED

UG = UNDERGROUND

CI/CIP = CAST IRON/CAST IRON PIPE

GI/GIP = GALVANIZED IRON/GALVANIZED IRON PIPE

PVC = POLYVINYLCHLORIDE PIPE

HDPE = HIGH DENSITY POLYETHYLENE PIPE

SLOPE RATIO DESIGNATION = HORIZONTAL:VERTICAL

1) THERE ARE EIGHT (8) GROUNDWATER MONITORING WELLS IN THE VICINITY OF THE LAGOON

WASTEWATER TREATMENT SITE THAT SHALL BE PROPERLY SEALED AND ABANDONED UNDER THIS

CONTRACT IN ACCORDANCE WITH THE MINNESOTA DEPARTMENT OF HEALTH (MDH) LAWS AND

REGULATIONS. WELL SEALING AND ABANDONMENT MUST BE PERFORMED BY A MINNESOTA

LICENSED WELL DRILLER.

2) A COPY OF EACH OFFICIAL WELL SEALING RECORD FORM MUST BE PROVIDED TO THE FOREST

SERVICE FOR THEIR RECORDS.

3) THERE IS NO RECORD OF MONITORING WELL #2. IT IS PRESUMED THAT IT WAS NOT

CONSTRUCTED AND DOES NOT EXIST OR WAS PREVIOUSLY ABANDONED AND PROPERLY SEALED.

MONITORING WELL DECOMMISSIONING NOTES:

MONITORING WELL INFORMATION

WELL NUMBER MN UNIQUE WELL

NUMBER NORTHING EASTING WELL DEPTH CASING MATERIAL STATIC WATER LEVEL

MEAS. FROM GROUND

MW #1 47.38333° N 94.50528° W 36.0 FT. 2" (I.D.) PVC PIPE 22.5 FT.

MW #3 47.38361° N 94.50306° W 30.6 FT. 2" (I.D.) GALV. PIPE 26.5 FT.

MW #4 47.38389° N 94.50472° W 34.7 FT. 2" (I.D.) GALV. PIPE 24.7 FT.

MW #5 47.38361° N 94.50694° W 39.4 FT. 2" (I.D.) GALV. PIPE 33.1 FT.

MW #6 557610 47.38389° N 94.50361° W 35.0 FT. 2" (I.D.) PVC PIPE 28.8 FT.

MW #7 557611 47.38278° N 94.50639° W 34.5 FT. 2" (I.D.) PVC PIPE 28.6 FT.

MW #8 557612 47.38417° N 94.50667° W 37.0 FT. 2" (I.D.) PVC PIPE 32.2 FT.

MW #9 568743 47.38444° N 94.50500° W 25.0 FT. 2" (I.D.) PVC PIPE UNKNOWN

T

T

LOW LEVEL CONTROL

7200 VOLTS & 230 VOLTS,

CABLE

UG ELECTRICAL

T

T

T

T

T T

T

T

PO

W

ER

LI

NE

UG 72

V

OLT

24" TO 48" DEPTH

7200 VOLT-BURIED

UG ELECTRICAL CABLE

600V RHW-RHH

HATFIELD PERMALENE XP

3-2 AWG AL.

PANEL

50 AMP

T

UG #2 ALUMINUM CABLE APPROX. 2 FT. DEPTH (2 WIRES)

3- 1/

C

O

PP

ER

3-3/0 COPPER

MW#8

MW#5

MW#7

MW#4

MW#1TRANSFORMER

MW#6

MW#3

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

X

X

115116

117118

119120

10097

HOST SITE

E

E

E

12/2

10/3

LIGHTING ON 2-POLE

BREAKERS AS MARKED

12/2

12/2

E

12/2

12/2

12/2

/2

12/2

12/2

2/4/2

/2

4/0

10/2

10/2

METER

SOCKET 12

/2

12/2

12/2

/2

12/2 #12

#2

#2

1/0

1/ 0-

2- 1/

6/

2/ 4/

6/3

2/4/2

6/3 AL

12/2

#2\0

#2\0

#2\0

#2\0

#2 \0

#2 /0

#2 /0

#2 /0

#2/0

#2 /0

#2/0

#2 /0

0M

CM

#4/0

#4 /0

#6 /3

#6 /3

#6 /3

#2/0

#2/0

#2 /0

#2/0 #2 /0

#12/2

#2/0

#2/0

#2 /0

#1 2/

2/

0M

CM 3/

0 2

V #2

/0 #2

/0

#2/0

E

#2 /0

#2/0

#2/0

#2/0

#2/0

#2 /0

#2/0

#2/0

#2/0

#2 /0 E

E

0M

CM 3/

0 2

V

0M

CM 3/

0 2

V 164

168A

138 137

145147

149-HOST148

155156

E

E E E E

E

E

E E

E

E E

E E

E

E

E

E

E

E

E E

E E

E E

E

E

E

E

E

E

E

E

E

E E

E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

LEGEND

WATER HYDRANT/PEDESTAL

WITH FAUCET

TELEPHONE BOX

TELEPHONE PEDESTAL

MONITORING WELL

LIGHT POLE

SPUR POWER PEDESTAL

TRAIL

BUILDING

S

S

S

S

S S

S S

S S S S

S

S

S S

S

S

S

S S

S S

S S

S S

S S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

MANHOLE

COVER

W

W

W

W

W

W

W W

W

W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W

W

W

W

W W

W

W

W

VALVE

1-1/4" DIA

PVC

1" DIA

PVC PIPE

SUMP

HAND-PUMP-1

SUMP

2" DIA

GALV. PIPE

1" DIA

PIPE

3" DIA PIPE

3" DIA PIPE

3" DIA PIPE

1" DIA PIPE

1" DIA PIPE

4" DIA PIPE

1" DIA PIPE

4" DIA PIPE

DR #4

DR #3

DR #1

1" DIA PIPE

2-1/2" DIA PIPE

3" DIA PIPE

1-1/2" DIA PIPE

1" DIA PIPE

1" DIA PIPE

3" DIA PIPE

3" DIA PIPE

2-1/2" DIA PIPE

1" DIA PIPE

1" DIA PIPE

2" DIA

STEEL PIPE

HAND-PUMP-2

2" DIA

STEEL PIPE

2" DIA

STEEL PIPE

WATER DRAIN TYPE B

WATER DRAIN TYPE B

WATER DRAIN TYPE B

2" DIA PIPE

4" DIA PIPE

WATER DRAIN TYPE B

4" DIA PIPE

3" DIA PIPE

EXISTING PAY STATION

WANAKI

CAMPGROUND

DAY USE AREA

AND VICNORWAY

BEACH

RESORT

CASS LAKE

CAMPGROUND

NORWAY BEACH RECREATION AREA

LAGOON WW

TREATMENT PLANT

W

W

W

E

T

W

S

ELECTRICAL LINE (EXISTING)

TELECOMMUNICATIONS LINE (EXISTING)

WATER LINE (EXISTING)

SEWER LINE (EXISTING)

CHIPPEWA

CAMPGROUND

DR #XX

S

S

S

S

S

S

S

S

S

S w

WELLw w w

NORWAY

BEACH

CAMPGROUND

w

3-PHASE

TRANSFORMER

DISCONNECT

UG ELECTRICAL CABLE

7200 VOLT-BURIED

24" TO 48" DEPTH

UG ELECTRICAL SUPPLY

FOR TOILETS

3 IWRES ALCOA 2 AWG AL.

DISCONNECT FOR

KIOSK LIGHTING

PEDESTAL

TRANSFORMER

100 AMP

PANEL

30 AMP

RECEPTICAL

3-PHASE TRANSFORMER

POWER SOURCE OF LODGE

DISCONNECT FOR PHONE BOOTH LIGHT

FLUSH "J" BOX

30 AMP BOX

PEDESTAL

TRANSFORMER

60 AMP W.P.

DISCONNECT FOR

LIGHTS

200 AMP

SERVICE FOR

RV SITES

DISCONNECT

FOR HOST &

SITE #113

PEDESTAL

TRANSFORMER

PEDESTAL

TRANSFORMER

200 AMP

SERVICE FOR

RV SITES

JUNCTION BOX

DISCONNECT FOR

PATHWAY LIGHTS

TRANSFORMER

TRANSFORMER

UNDERGROUND

WIRES

PEDESTAL

TRANSFORMER

100 AMP

SERVICE FOR

SITES & LIGHTS

REA ELECTRICAL

2-POLE DISCONNECT

4" P.V.C.

PICNIC SHELTER W.P. SERVICE

BREAKER IN V.I.C.

BASEMENT

CONTROLLED BY BREAKER &

SWITCH IN V.I.C. BASEMENT

UG ELECTRICAL CABLE

7200 VOLT-BURIED

24" TO 48" DEPTH

UG ELECTRICAL CABLE

7200 VOLT-BURIED

24" TO 48" DEPTH

w

MH#8

MH#9

MH#10

MH#11

MH#7

MH#6

MH#XX

MH#4

MH#3

MH#2

MH#1

MH#XX

MH#XX

MH#1

MH#2

MH#3

MH#4

MH#5

MH#8

MH#16

MH#15

MH#14 MH#17

MH#19

MH#20

WATER DRAIN

DR #2

DR #X

DR #X

WELL HOUSE

WELL HOUSE

WELL HOUSE

VISITOR'S CENTER

DR #2

DRAIN LINE

4" C.I.

LIFT STATION

#2

LIFT STATION

#3

SIPHON #2

S

S

S

S S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

MH#5

MH#6

LIFT STATION

#3

MH#4

MH#3

MH#2

MH#1

MH#9

MH#10

MH#11

MH#18

w

CASS LAKE

NORMAL POOL ELEVATION = 1302.0

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/1 1/2

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(R09)

REGION NINE

NORWAY BEACH

REC AREA

WASTEWATER

SYSTEM

DECOMMISSIONING

CHIPPEWA NATIONAL

FOREST

BLACKDUCK DISTRICT

SITE LAYOUT

AND REFERENCE

KEY TO PLAN

SHEETS

D. MATTEI

D. MATTEI

R. SUTTON

Feet 0 200 400

N

S

EW

WANAKI CG - SHEET C-11

LAGOON WW TREATMENT PLANT

SHEET C-12

CHIPPEWA CG - SHEET C-10

NORWAY BEACH CG - SHEET C-08

DAY USE / VIC - SHEET C-07

CASS LAKE CG - SHEET C-06

NORWAY BEACH ROAD

SHEET C-09

STRUCTURE DECOMMISSIONING NOTES:

STRUCTURE LOCATION STRUCTURE

NUMBER TYPE OF STRUCTURE RIM ELEVATION /

INVERT ELEVATION

STRUCTURE SIZE AND

DIMENSIONS CONSTRUCTION SPECIAL INSTRUCTIONS

CASS LAKE CAMPGROUND

(SHEET C-06)

M.H. #1 FORCE MAIN MANHOLE

WITH DRAIN LINE GATE VALVE

RIM ELEV. = 1305.50

INVERT = 1300.85

48" DIA.(I.D.) ROUND WITH 64" DIA.-

6" THICK BASE & TYPE I COVER

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE.

REMOVE ENTIRE STRUCTURE INCLUDING GATE VALVE. DISCONNECT OR CUT MAINLINE

C.I. PIPE CLOSE TO THE M.H. REMOVE ENTIRE DRAIN PIPE FROM M.H. TO DAYLIGHT.

SEAL OPEN PIPES (2) WITH NON-SHRINK GROUT. BACKFILL EXCAVATION WITH SUITABLE

MATERIAL IN MAXIMUM 24" LIFTS TO ORIGINAL GROUND ELEVATION.

DAY USE / BOAT LANDING AREA

(SHEET C-07)

SIPHON #1 SIPHON MANHOLE N.A. N.A. N.A. THIS STRUCTURE HAS BEEN REMOVED. NOT IN THIS CONTRACT.

DAY USE / BOAT LANDING AREA

(SHEET C-07)

M.H. #2 GRAVITY MANHOLE

WITH FORCE MAIN INLET.

(IN PAVEMENT)

RIM ELEV. = 1310.40

INVERT = 1304.21

48" DIA.(I.D.) ROUND WITH 64" DIA.-

6" THICK TOP & BOTTOM SLAB

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE & POURED INVERT

SAW-CUT, ROAD PAVEMENT FULL DEPTH TO NEAT LINES AND REMOVE. REMOVE ENTIRE

STRUCTURE. SEAL OPEN PIPE INLET (2) AND OUTLET (1) WITH NON-SHRINK GROUT.

BACKFILL EXCAVATION WITH CLASS 5 AGGREGATE MATERIAL IN MAXIMUM 8" LIFTS TO

SUB-GRADE ELEVATION. PATCH BITUMINOUS ROAD SURFACE IN ACCORDANCE WITH

THE SPECIFICATIONS.

DAY USE / BOAT LANDING AREA

(SHEET C-07)

M.H. #3 STANDARD GRAVITY MANHOLE RIM ELEV. = 1310.4±

INVERT = 1303.48

48" DIA.(I.D.) ROUND WITH 64" DIA.-

6" THICK BASE & TYPE I COVER

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE & POURED INVERT

REMOVE TOP OF STRUCTURE TO 4 FT. (MIN.) BELOW GRADE AND ABANDON THE

REMAINING STRUCTURE IN-PLACE. SEAL OPEN PIPE INLET (1) AND OUTLET (1) WITH

NON-SHRINK GROUT. FILL EXCAVATION WITH SUITABLE BACKFILL MATERIAL IN MAXIMUM

24" LIFTS AND COMPACT TO ORIGINAL GROUND ELEVATION.

VISITOR INFORMATION CENTER

(SHEET C-07)

M.H. #4 STANDARD GRAVITY MANHOLE RIM ELEV. = 1306.7±

INVERT = 1302.56

48" DIA.(I.D.) ROUND WITH 64" DIA.-

6" THICK BASE & TYPE I COVER

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE & POURED INVERT

REMOVE ENTIRE STRUCTURE. SEAL OPEN PIPE INLET (1) AND OUTLET (1) WITH

NON-SHRINK GROUT. BACKFILL EXCAVATION WITH SUITABLE MATERIAL IN MAXIMUM 24"

LIFTS TO ORIGINAL GROUND ELEVATION.

VISITOR INFORMATION CENTER

(SHEET C-07)

L.S #2 DUPLEX SANITARY LIFT STATION

WITH 3-PHASE SUBMERSIBLE PUMPS

TOP OF STRUCT. = 1309.50

CHAMBER FLOOR = 1297.00

FM OUTLET INV. = 1303.76

72" DIA.(I.D.) ROUND WITH 8"

THICK COVER & 24" THICK

POURED BASE

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE & POURED INVERT

SEE SHEET C-07 FOR DECOMMISSIONING NOTES.

VISITOR INFORMATION CENTER

(SHEET C-07)

M.H. #6 GRAVITY MANHOLE

WITH FORCE MAIN INLET.

RIM ELEV. = 1307.40

INVERT = 1302.10

48" DIA.(I.D.) ROUND WITH 64" DIA.-

5" THICK BASE & TYPE I COVER

PRECAST CONCRETE M.H.

W / PRECAST RC BASE &

POURED INVERT

REMOVE ENTIRE STRUCTURE. SEAL OPEN PIPE INLETS (2) AND OUTLET (1) WITH

NON-SHRINK GROUT. BACKFILL EXCAVATION WITH SUITABLE MATERIAL IN MAXIMUM 24"

LIFTS TO ORIGINAL GROUND ELEVATION.

NORWAY BEACH CAMPGROUND

(SHEET C-08)

M.H. #7 STANDARD GRAVITY MANHOLE RIM ELEV. = 1310.0±

INVERT = 1301.05

48" DIA.(I.D.) ROUND WITH 64" DIA.-

6" THICK BASE & TYPE I COVER

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE & POURED INVERT

REMOVE TOP OF STRUCTURE TO 4 FT. (MIN.) BELOW GRADE AND ABANDON THE

REMAINING STRUCTURE IN-PLACE. SEAL OPEN PIPE INLET (1) AND OUTLET (1) WITH

NON-SHRINK GROUT. FILL EXCAVATION WITH SUITABLE BACKFILL MATERIAL IN MAXIMUM

24" LIFTS AND COMPACT TO ORIGINAL GROUND ELEVATION.

NORWAY BEACH CAMPGROUND

(SHEET C-08)

L.S #3 DUPLEX SANITARY LIFT STATION

WITH 3-PHASE SUBMERSIBLE PUMPS

TOP OF STRUCT. = 1308.75

CHAMBER FLOOR = 1295.00

FM OUTLET INV. = 1304.50

72" DIA.(I.D.) ROUND WITH 8"

THICK COVER & 36" THICK

POURED BASE

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE & POURED INVERT

SEE SHEET C-08 FOR DECOMMISSIONING NOTES.

NORWAY BEACH CAMPGROUND

(SHEET C-08)

M.H. #9 STANDARD GRAVITY MANHOLE RIM ELEV. = 1307.4±

INVERT = 1303.28

48" DIA.(I.D.) ROUND WITH 64" DIA.-

6" THICK BASE & TYPE I COVER

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE & POURED INVERT

REMOVE ENTIRE STRUCTURE. SEAL OPEN PIPE INLET (1) AND OUTLET (1) WITH

NON-SHRINK GROUT. BACKFILL EXCAVATION WITH SUITABLE MATERIAL IN MAXIMUM 24"

LIFTS TO ORIGINAL GROUND ELEVATION.

NORWAY BEACH CAMPGROUND

(SHEET C-08)

M.H. #10 STANDARD GRAVITY MANHOLE RIM ELEV. = 1308.6±

INVERT = 1304.64

48" DIA.(I.D.) ROUND WITH 64" DIA.-

6" THICK BASE & TYPE I COVER

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE & POURED INVERT

REMOVE ENTIRE STRUCTURE. SEAL OPEN PIPE INLET (1) AND OUTLET (1) WITH

NON-SHRINK GROUT. BACKFILL EXCAVATION WITH SUITABLE MATERIAL IN MAXIMUM 24"

LIFTS TO ORIGINAL GROUND ELEVATION.

NORWAY BEACH CAMPGROUND

(SHEET C-08)

M.H. #11 STANDARD GRAVITY MANHOLE RIM ELEV. = 1308.9±

INVERT = 1305.72

48" DIA.(I.D.) ROUND WITH 64" DIA.-

6" THICK BASE & TYPE I COVER

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE & POURED INVERT

REMOVE ENTIRE STRUCTURE. SEAL OPEN PIPE INLET (1) AND OUTLET (1) WITH

NON-SHRINK GROUT. BACKFILL EXCAVATION WITH SUITABLE MATERIAL IN MAXIMUM 24"

LIFTS TO ORIGINAL GROUND ELEVATION.

NORWAY BEACH ROAD

(SHEET C-09)

M.H. #12 FORCE MAIN MANHOLE

AIR RELEASE

RIM ELEV. = 1334.00

STRUCTURE INV.= 1327.42

48" DIA.(I.D.) ROUND WITH 76" DIA.-

6" THICK BASE & TYPE I COVER

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE.

REMOVE ENTIRE STRUCTURE INCLUDING AIR RELEASE VALVE. DISCONNECT OR CUT C.I.

PIPE CLOSE TO STRUCTURE. SEAL OPEN PIPES (2) WITH NON-SHRINK GROUT. BACKFILL

EXCAVATION WITH SUITABLE MATERIAL IN MAXIMUM 24" LIFTS TO ORIGINAL GROUND

ELEVATION.

NORWAY BEACH ROAD

(SHEET C-09)

M.H. #13 FORCE MAIN MANHOLE

WITH DRAIN LINE VALVE

RIM ELEV. = 1328.20

STRUCTURE INV.= 1323.12

48" DIA.(I.D.) ROUND WITH 76" DIA.-

6" THICK BASE & 6" THICK COVER

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE.

REMOVE ENTIRE STRUCTURE INCLUDING GATE VALVE. DISCONNECT OR CUT C.I. PIPE

CLOSE TO STRUCTURE. SEAL OPEN PIPES (3) WITH NON-SHRINK GROUT. REMOVE 10 L.F.

OF DRAIN PIPE FROM OUTLET AND SEAL WITH GROUT. BACKFILL EXCAVATION WITH

SUITABLE MATERIAL IN MAXIMUM 24" LIFTS TO ORIGINAL GROUND ELEVATION.

NORWAY BEACH ROAD

(SHEET C-12)

M.H. #14 FORCE MAIN MANHOLE

67.5 DEG. BEND

RIM ELEV. = 1337.0±

STRUCTURE INV. = 1326.67

48" DIA.(I.D.) ROUND WITH 76" DIA.

6" THICK BASE & CONE SECTION

TOP

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE.

REMOVE TOP OF STRUCTURE OR CONE SECTION (APPROX. 4 FT. H), INCL. CAST IRON

CASTING AND CONCRETE COVER (IF APPLICABLE). ABANDON REMAINING STRUCTURE

IN-PLACE. BACKFILL BOTTOM OF REMAINING STRUCTURE AND EXCAVATION WITH

SUITABLE GRANULAR MATERIAL AND COMPACT IN MAXIMUM 24" LIFTS TO ORIGINAL

GROUND ELEVATION.

CHIPPEWA CAMPGROUND

(SHEET C-10)

M.H. #1 SIPHON MANHOLE RIM ELEV. = 1323.9±

INVERT (OUT) = 1312.82

48" DIA. ROUND NO CONSTRUCTION

RECORD FOUND

REMOVE TOP SECTION OF STRUCTURE TO 4 FT. BELOW GRADE. REMOVE SIPHON BELL

ABANDON REMAINING STRUCTURE IN-PLACE. SEAL OPEN PIPES AND SIPHON TRAP WITH

NON-SHRINK GROUT. BACKFILL STRUCTURE AND EXCAVATION WITH SUITABLE

MATERIAL IN 24" LIFTS TO ORIGINAL GROUND ELEVATION.

CHIPPEWA CAMPGROUND

(SHEET C-10)

M.H. #3 STANDARD GRAVITY MANHOLE

(IN PAVEMENT)

RIM ELEV. = 1322.8±

INVERT (OUT) = 1310.42

48" DIA. ROUND NO CONSTRUCTION

RECORD FOUND

SAW-CUT, ROAD PAVEMENT FULL DEPTH TO NEAT LINES AND REMOVE. REMOVE TOP

SECTION OF STRUCTURE TO 4 FT. (MIN.) BELOW GRADE. SEAL OPEN PIPE INLET (1) AND

OUTLET (1) WITH NON-SHRINK GROUT. BACKFILL EXCAVATION WITH CLASS 5

AGGREGATE MATERIAL IN MAXIMUM 8" LIFTS TO SUB-GRADE ELEVATION. PATCH

BITUMINOUS ROAD SURFACE IN ACCORDANCE WITH THE SPECIFICATIONS.

CHIPPEWA CAMPGROUND

(SHEET C-10)

M.H. #4 STANDARD GRAVITY MANHOLE RIM ELEV. = 1315.5±

INVERT (OUT) = 1309.15

48" DIA. ROUND NO CONSTRUCTION

RECORD FOUND

REMOVE TOP SECTION OF STRUCTURE TO 4 FT. (MIN.) BELOW GRADE. SEAL OPEN PIPE

INLET (1) AND OUTLET (1) WITH NON-SHRINK GROUT. BACKFILL EXCAVATION WITH

SUITABLE MATERIAL IN MAXIMUM 24" LIFTS TO FINISHED GRADE.

CHIPPEWA CAMPGROUND

(SHEET C-10)

M.H. #5 STANDARD GRAVITY MANHOLE

(IN PAVEMENT)

RIM ELEV. = 1317.6±

INVERT (OUT) = 1307.90

48" DIA. ROUND NO CONSTRUCTION

RECORD FOUND

SAW-CUT, ROAD PAVEMENT FULL DEPTH TO NEAT LINES AND REMOVE. REMOVE TOP

SECTION OF STRUCTURE TO 4 FT. (MIN.) BELOW GRADE. SEAL OPEN PIPE INLET (2) AND

OUTLET (1) WITH NON-SHRINK GROUT. BACKFILL EXCAVATION WITH CLASS 5

AGGREGATE MATERIAL IN MAXIMUM 8" LIFTS TO SUB-GRADE ELEVATION. PATCH

BITUMINOUS ROAD SURFACE IN ACCORDANCE WITH THE SPECIFICATIONS.

CHIPPEWA CAMPGROUND

(SHEET C-10)

M.H. #6 STANDARD GRAVITY MANHOLE RIM ELEV. = 1317.3±

INVERT (OUT) = 1303.45

48" DIA. ROUND NO CONSTRUCTION

RECORD FOUND

REMOVE TOP SECTION OF STRUCTURE TO 4 FT. (MIN.) BELOW GRADE. SEAL OPEN PIPE

INLET (1) AND OUTLET (1) WITH NON-SHRINK GROUT. BACKFILL EXCAVATION WITH

SUITABLE MATERIAL IN MAXIMUM 24" LIFTS TO FINISHED GRADE. DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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(R09)

REGION NINE

NORWAY BEACH

REC AREA

WASTEWATER

SYSTEM

DECOMMISSIONING

CHIPPEWA NATIONAL

FOREST

BLACKDUCK DISTRICT

STRUCTURE

DECOMMISSIONING

NOTES 1 OF 2

D.MATTEI

D.MATTEI

R.SUTTON

GENERAL CONSTRUCTION NOTES: 1). ALL GROUT PLUGS MUST BE FULL PIPE DIAMETER TO CREATE A TIGHT SEAL. PLUG LENGTH MUST BE 4 X THE PIPE DIAMETER (MINIMUM).

STRUCTURE DECOMMISSIONING NOTES (CONTINUED):

STRUCTURE LOCATION

STRUCTURE

NUMBER

TYPE OF STRUCTURE

RIM ELEVATION /

INVERT ELEVATION

STRUCTURE SIZE AND

DIMENSIONS

CONSTRUCTION SPECIAL INSTRUCTIONS

WANAKI CAMPGROUND

(SHEET C-11)

M.H. #4 STANDARD GRAVITY MANHOLE

WITH OUTSIDE DROP SECTION

FROM NW

RIM ELEV. = 1310.9±

INVERT (OUT) = 1305.40

48" DIA.(I.D.) ROUND WITH 70" DIA.

6" THICK BASE AND CONE

SECTION TOP

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE.

REMOVE ENTIRE STRUCTURE. SEAL OPEN PIPE INLET (2) AND OUTLET (1) WITH

NON-SHRINK GROUT. BACKFILL EXCAVATION WITH SUITABLE MATERIAL IN MAXIMUM 24"

LIFTS TO ORIGINAL GROUND ELEVATION.

WANAKI CAMPGROUND

(SHEET C-11)

M.H. #5 STANDARD GRAVITY MANHOLE RIM ELEV. = 1307.5±

INVERT (OUT) = 1302.27

42" DIA.(I.D.) ROUND WITH 70" DIA.

6" THICK BASE & 6" THICK COVER

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE.

REMOVE ENTIRE STRUCTURE. SEAL OPEN PIPE INLET (2) AND OUTLET (1) WITH

NON-SHRINK GROUT. BACKFILL EXCAVATION WITH SUITABLE MATERIAL IN MAXIMUM 24"

LIFTS TO ORIGINAL GROUND ELEVATION.

WANAKI CAMPGROUND

(SHEET C-11)

M.H. #11 STANDARD GRAVITY MANHOLE

(CONTRACTOR TO VERIFY. THIS

STRUCTURE MAY HAVE BEEN

PREVIOUSLY REMOVED)

RIM ELEV. = 1316.8±

INVERT (OUT) = 1311.94

42" DIA.(I.D.) ROUND WITH 70" DIA.

6" THICK BASE & 6" THICK COVER

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE.

REMOVE ENTIRE STRUCTURE. SEAL OPEN PIPE INLET (1) AND OUTLET (1) WITH

NON-SHRINK GROUT. BACKFILL EXCAVATION WITH SUITABLE MATERIAL IN MAXIMUM 24"

LIFTS TO ORIGINAL GROUND ELEVATION.

WANAKI CAMPGROUND

(SHEET C-11)

M.H. #10 STANDARD GRAVITY MANHOLE RIM ELEV. = 1310.7±

INVERT (OUT) = 1307.50

48" DIA.(I.D.) ROUND WITH 70" DIA.

6" THICK BASE AND CONE

SECTION TOP

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE.

REMOVE ENTIRE STRUCTURE. SEAL OPEN PIPE INLET (1) AND OUTLET (1) WITH

NON-SHRINK GROUT. BACKFILL EXCAVATION WITH SUITABLE MATERIAL IN MAXIMUM 24"

LIFTS TO ORIGINAL GROUND ELEVATION.

WANAKI CAMPGROUND

(SHEET C-11)

M.H. #9 STANDARD GRAVITY MANHOLE RIM ELEV. = 1309.6±

INVERT (OUT) = 1305.65

48" DIA.(I.D.) ROUND WITH 70" DIA.

6" THICK BASE AND CONE

SECTION TOP

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE.

REMOVE ENTIRE STRUCTURE. SEAL OPEN PIPE INLET (1) AND OUTLET (1) WITH

NON-SHRINK GROUT. BACKFILL EXCAVATION WITH SUITABLE MATERIAL IN MAXIMUM 24"

LIFTS TO ORIGINAL GROUND ELEVATION.

WANAKI CAMPGROUND

(SHEET C-11)

M.H. #8 STANDARD GRAVITY MANHOLE RIM ELEV. = 1309.3±

INVERT (OUT) = 1304.15

48" DIA.(I.D.) ROUND WITH 70" DIA.

6" THICK BASE AND CONE

SECTION TOP

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE.

REMOVE ENTIRE STRUCTURE. SEAL OPEN PIPE INLET (2) AND OUTLET (1) WITH

NON-SHRINK GROUT. BACKFILL EXCAVATION WITH SUITABLE MATERIAL IN MAXIMUM 24"

LIFTS TO ORIGINAL GROUND ELEVATION.

WANAKI CAMPGROUND

(SHEET C-11)

WET WELL SANITARY LIFT STATION

WET WELL

TOP OF STRUCT. = 1313.5±

INVERT (IN) = 1301.00

WET WELL INV. = 1296.13

48" DIA. (I.D.) ROUND WITH 25"+

THICK BASE & 58" DIA. 5" THICK

COVER

REINFORCED CONCRETE

WITH POURED INVERT

SEE SHEET C-11 FOR DECOMMISSIONING NOTES.

WANAKI CAMPGROUND

(SHEET C-11)

SUBMARINE

LIFT STATION

SANITARY LIFT STATION

DRY WELL

TOP OF STRUCT. = 1313.5±

DRY WELL FLOOR = 1294.5±

FM OUTLET INV. = 1308.00

84" DIA. X 8' DEEP (APPROX.)

CHAMBER WITH 36" DIA. X 11'

LONG (APPROX.) ACCESS RISER

SMITH AND LOVELESS

FACTORY- BUILT UNIT

OF WELDED STEEL

SEE SHEET C-11 FOR DECOMMISSIONING NOTES.

LAGOON WW TREATMENT AREA

(SHEET C-12)

M.H. #15 FORCE MAIN MANHOLE

FLOW METER & VALVES

RIM ELEV. = 1336.00

STRUCTURE INV. = 1327.96

72" DIA. (I.D.) ROUND WITH 104"

DIA. - 9" THICK BASE & TYPE 1

COVER

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE & POURED INVERT

BASE BID: SEAL OPEN PIPE FROM MH #14 WITH NON-SHRINK GROUT.

OPTIONAL BID ITEM: REMOVE ENTIRE STRUCTURE. REMOVE PIPE FROM MANHOLE TO

LAGOON CELL #1, INCLUDING A 4' X 4' X 4" CONCRETE SPLASH BLOCK. DISCONNECT

POWER FROM SOURCE AND ABANDON WIRE IN-PLACE.

LAGOON WW TREATMENT AREA

(SHEET C-12)

M.H. #16 FORCE MAIN MANHOLE

FLOW METER

RIM ELEV. = 1336.00

STRUCTURE INV. = 1330.43

72" DIA. (I.D.) ROUND WITH 104"

DIA. - 9" THICK BASE & TYPE 1

COVER

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE & POURED INVERT

BASE BID: SEAL OPEN PIPE FROM SUBMARINE LIFT STATION WITH NON-SHRINK GROUT.

OPTIONAL BID ITEM: REMOVE ENTIRE STRUCTURE. REMOVE PIPE FROM MANHOLE TO

LAGOON CELL #1, INCLUDING A 4' X 4' X 4" CONCRETE SPLASH BLOCK. DISCONNECT

POWER FROM SOURCE AND ABANDON WIRE IN-PLACE.

LAGOON WW TREATMENT AREA

(SHEET C-12)

TRUCK DUMP

STATION

SPECIAL STRUCTURE 4 FT. DEEP COLLECTION

BASIN WITH 3 FT. HIGH

CONTAINMENT.

48" DIA.(I.D.) ROUND COLLECTION

BASIN WITHIN A 8' BY 8' BY 3'

CONTAINMENT STRUCTURE

PRECAST CONC. BASIN W /

CAST-IN-PLACE RC BASE &

CONTAINMENT STR.

OPTIONAL BID ITEM: REMOVE ENTIRE STRUCTURE. REMOVE PIPE FROM STRUCTURE TO

MANHOLE #17.

LAGOON WW TREATMENT AREA

(SHEET C-12)

M.H. #17 GRAVITY MANHOLE COVER ELEV. = 1333.50

INVERT (OUT) = 1326.88

42" DIA.(I.D.) ROUND WITH 69" DIA.-

6" THICK BASE & TYPE I COVER

W / INTEGRAL RING CASTING

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE & POURED INVERT

OPTIONAL BID ITEM: REMOVE ENTIRE STRUCTURE. REMOVE PIPE FROM LAGOON CELL

#1 TO MANHOLE & REMOVE PIPE FROM MANHOLE TO LAGOON CELL #2 INCLUDING TWO

(2) 4' X 4' X 4" CONCRETE SPLASH BLOCKS.

LAGOON WW TREATMENT AREA

(SHEET C-12)

M.H. #18 GRAVITY MANHOLE

W / FLAP VALVE DRAIN

RIM ELEV. = 1329.00

INVERT (OUT) = 1327.00

INVERT (VALVE) = 1324.00

48" DIA.(I.D.) ROUND WITH 76" DIA.

6" THICK BASE & CONE SECTION

TOP

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE & POURED INVERT

OPTIONAL BID ITEM: REMOVE ENTIRE STRUCTURE. REMOVE PIPE FROM LAGOON CELL

#2 TO MANHOLE, INCL. A 4' X 4' X 4" CONCRETE SPLASH BLOCK & REMOVE PIPE FROM

MANHOLE TO WITHIN 5 FT. OF LAB BUILDING. SEAL OPEN PIPE TO LAB BUILDING WITH

NON-SHRINK GROUT.

LAGOON WW TREATMENT AREA

(SHEET C-12)

CHLORINE

CONTACT

CHAMBER

SPECIAL STRUCTURE

(LOCATED INSIDE THE LAB BUILDING

UNDER THE FLOOR)

LAB FLOOR ELEV. = 1326.00

STRUCTURE INV. = 1319.50

INVERT (OUT) = 1322.70

48" DIA.(I.D.) ROUND WITH 76" DIA.-

6" THICK BASE. LAB FLOOR

W / INTEGRAL RING CASTING

PRECAST CONCRETE M.H.

W / CAST-IN-PLACE RC

BASE

BASE BID:ABANDON STRUCTURE IN-PLACE. FILL STRUCTURE (INCLUDING 6" CHLORINE

DROP PIPE) TO WITHIN 12 INCHES OF FLOOR WITH NON-SHRINK GROUT. FILL

REMAINDER TO FF ELEVATION WITH 3,000 PSI, 3/8" AGGREGATE STRUCTURAL

CONCRETE AFTER GROUT HAS CURED FOR 7 DAYS. SEAL OPEN END OF OUTLET PIPE

AT LAGOON CELL #3 AND REMOVE A 4' X 4' X 4" CONCRETE SPLASH BLOCK.

LAGOON WW TREATMENT AREA

(SHEET C-12)

IRRIGATION

PUMP STATION

SPECIAL STRUCTURE COVER ELEV. = 1328.50

SLAB ELEV. = 1325.50

84" DIA.(I.D.) ROUND CMP WITH

GALV. METAL COVER & 6" THICK

BY 8' BY 8' CONCRETE SLAB

CORRUGATED METAL PIPE

W / CAST-IN-PLACE RC

BASE SLAB

OPTIONAL BID ITEM: REMOVE ENTIRE STRUCTURE. REMOVE SUCTION PIPES FROM

LAGOON CELL #3 TO STRUCTURE. REMOVE PUMPS, FITTINGS AND ALL PUMP STATION

APPURTENANCES.

LAGOON WW TREATMENT AREA

(SHEET C-12)

IRRIGATION

PUMP STATION

VALVE M.H.

SPECIAL STRUCTURE

VALVE M.H.

INSIDE IRR. PUMP STATION

COVER ELEV. = 1325.50

BOTTOM OF STR. = 1317.13

PIPE INVERT = 1320.00

24" DIA.(I.D.) ROUND CMP BY 8'

LONG. PUMP STATION SLAB W /

INTEGRAL RING CASTING

CORRUGATED METAL PIPE.

OPEN BOTTOM WITH DRAIN

ROCK BELOW PIPE.

BASE BID: SEAL WITH GROUT (OR PLUG/CAP) OPEN END OF 2" PIPE TO IRRIGATION

FIELD.

OPTIONAL BID ITEM: LOCATED INSIDE THE IRRIGATION PUMP STATION. REMOVE ENTIRE

STRUCTURE, PIPE, FITTINGS AND EQUIPMENT.

LAGOON WW TREATMENT AREA

(SHEET C-12)

M.H. #19 IRRIGATION SYSTEM

VALVE/MONITORING MANHOLE

COVER ELEV. = 1330.75

BOTTOM OF STR. = 1321.25

PIPE INVERT = 1322.23

48" DIA.(I.D.) ROUND CMP BY 9.5'

LONG W / GALV. METAL COVER.

CORRUGATED METAL PIPE.

OPEN BOTTOM WITH DRAIN

ROCK BELOW PIPE.

BASE BID: REMOVE TOP OF STRUCTURE TO 3 FT. BELOW GRADE AND ABANDON THE

REMAINING STRUCTURE IN-PLACE. FILL EXCAVATION WITH SUITABLE BACKFILL

MATERIAL IN MAXIMUM 24" LIFTS AND COMPACT TO ORIGINAL GROUND ELEVATION.

LAGOON WW TREATMENT AREA

(SHEET C-12)

M.H. #20 IRRIGATION SYSTEM

VALVE/MONITORING MANHOLE

COVER ELEV. = 1330.75

BOTTOM OF STR. = 1322.00

PIPE INVERT = 1323.00

48" DIA.(I.D.) ROUND CMP BY 8.75'

LONG W / GALV. METAL COVER.

CORRUGATED METAL PIPE.

OPEN BOTTOM WITH DRAIN

ROCK BELOW PIPE.

BASE BID: REMOVE TOP OF STRUCTURE TO 3 FT. BELOW GRADE AND ABANDON THE

REMAINING STRUCTURE IN-PLACE. FILL EXCAVATION WITH SUITABLE BACKFILL

MATERIAL IN MAXIMUM 24" LIFTS AND COMPACT TO ORIGINAL GROUND ELEVATION.

LAGOON WW TREATMENT AREA

(SHEET C-12)

"S" IRRIGATION FIELD

SPRINKLER HEADS

(FOUR THUS)

N.A. 2" DIA. GALVANIZED IRON PIPE BY

APPROX. 8 FT. LONG VERTICAL TO

90 DEG. BEND.

SPRINKLER HEAD & GIP

ATTACHED TO 8 FT. 4" BY 4"

TREATED WOOD POST

BASE BID: REMOVE SPRINKLER HEADS, TREATED WOOD POSTS AND 2" GALVANIZED

IRON PIPE DOWN TO THE 90 DEG. BEND. ABANDON HORIZONTAL IRRIGATION PIPE

IN-PLACE AFTER PLUGGING OPEN END OF PIPE WITH NON-SHRINK GROUT OR SUITABLE

PLUG OR CAP.

LAGOON WW TREATMENT AREA

(SHEET C-12)

"L" IRRIGATION FIELD

LYSIMETERS

(EIGHT THUS)

N.A. 27" DIA. DOMED BOTTOM POLY

TANK.

TOP OF LYSIMETER TANK

IS 16" TO 30" BELOW THE

GROUND ELEVATION.

BASE BID: ABANDON LYSIMETERS IN-PLACE. ABANDON 3/4" PVC PIPE FROM LYSIMETERS

TO MH #19 AND MH #20 IN-PLACE.

VARIOUS LOCATIONS

(SHEET C-06, SHEET C-07, SHEET C-08

AND SHEET C-09)

TWO-WAY

CLEANOUT

TWO-WAY SANITARY CLEAN-OUT

(10 LOCATIONS WITH 20 ACCESS

PIPES TO GRADE)

DEPTH VARIES

(SEE AS-BUILT PROFILE)

4" CAST IRON FITTINGS AND PIPE

WITH BOLTED AND RESTRAINED

FLANGE JOINTS.

45 DEG. LATERAL AND

BEND, PIPE TO SURFACE

WITH BLIND FLANGE CAP

REMOVE 45 DEG BEND, VERTICAL PIPE, BLIND FLANGE CAP AND TIE ROD RESTRAINTS

FROM GROUND SURFACE TO THE LATERAL FITTING. PLUG THE OPEN PIPE ENDS WITH

NON-SHRINK GROUT. BACKFILL EXCAVATION WITH SUITABLE MATERIAL IN MAXIMUM 24"

LIFTS AND COMPACT TO ORIGINAL GROUND ELEVATION.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/2 3/2

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REGION NINE

NORWAY BEACH

REC AREA

WASTEWATER

SYSTEM

DECOMMISSIONING

CHIPPEWA NATIONAL

FOREST

BLACKDUCK DISTRICT

STRUCTURE

DECOMMISSIONING

NOTES 2 OF 2

02/11/2022 090301-RWW2022-0001D_C6005

D.MATTEI

D.MATTEI

R.SUTTON

C-05 005 015

GENERAL CONSTRUCTION NOTES: 1). ALL GROUT PLUGS MUST BE FULL PIPE DIAMETER TO CREATE A TIGHT SEAL. PLUG LENGTH MUST BE 4 X THE PIPE DIAMETER (MINIMUM).

2). SEE SHEET C-13 FOR ADDITIONAL STRUCTURE DECOMMISSIONING REQUIREMENTS AT THE LAGOON WW TREATMENT AREA.

3). SEE SCHEDULE OF VALUES (SOV) FORM FOR FULL BREAKDOWN OF BASE AND OPTIONAL BID ITEMS.

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S

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LIFT STATION #1

(REMOVED UNDER PRIOR CONTRACT)

25 LF

4" C.I. DRAIN LINE

4" C.I. FORCE MAIN

4" C.I. FORCE MAIN

MH #2

SIPHON #1

(REMOVED UNDER PRIOR CONTRACT)

MH #1

2-WAY CLEANOUT

2-WAY CLEANOUT

2-WAY CLEANOUT

DAY USE AREA

NORWAY BEACH

RESORT

(PRIVATE)

CASS LAKE

CAMPGROUND

CASS LAKE

NORMAL POOL ELEVATION = 1302.0

SPECIAL CONSTRUCTION NOTE:

1. NORWAY BEACH RESORT IS A PRIVATE BUSINESS OPERATING UNDER A

SPECIAL USE PERMIT WITH THE FOREST SERVICE. CONSTRUCTION UNDER

THIS CONTRACT MUST BE IMPLEMENTED WITHOUT IMPACTING THE

DAY-TO-DAY OPERATIONS OF THE RESORT. USE OF THE RESORT ACCESS

ROAD MUST BE COORDINATED WITH THE GOVERNMENT CO/COR AND

APPROVED AT LEAST 7 DAYS IN ADVANCE OF USE OF THE ROAD.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/1 1/2

2 0 9:

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(R09)

REGION NINE

NORWAY BEACH

REC AREA

WASTEWATER

SYSTEM

DECOMMISSIONING

CHIPPEWA NATIONAL

FOREST

BLACKDUCK DISTRICT

PLAN VIEW SHEET

CASS LAKE

CAMPGROUND

D.MATTEI

D.MATTEI

R.SUTTON

Feet 0 60 120

SEE SHEET C-07

S

S

S

S

S

S

S S S

S

S

S

S

S

S

S S

S

S

S S S S

S

S

S

S

S

S S

S

S

S

S

MH #9

MH #7

MH #6

MH #4

MH #3

MH #2

LIFT STATION #2

LIFT STATION #3

SIPHON #1

(REMOVED UNDER PRIOR CONTRACT)

4" C.I. FORCE MAIN

2-WAY CLEANOUT

UT

RV DUMP STATION

(REMOVED UNDER PRIOR CONTRACT)

MH #8

(REMOVED UNDER

6" C.I. GRAVITY

NORWAY

BEACH

CAMPGROUND

DAY USE AREA

VISITOR

INFORMATION

CENTER

MH #5

(REMOVED UNDER PRIOR CONTRACT)

LIFT STATION #2 DECOMMISSIONING NOTES:

1. REMOVE 10 FT. x 18 FT. x 8 FT. HIGH (APPROXIMATE DIMENSIONS) WOOD FENCE ENCLOSURE.

2. COORDINATE WITH BELTRAMI ELECTRIC COOPERATIVE TO HAVE THE 3-PHASE TRANSFORMER AND METER REMOVED

COMPLETELY OR HAVE THE 3-PHASE SERVICE DISCONTINUED AND DE-ENERGIZED BY REMOVAL OF THE 3-PHASE METER.

3. PROTECT AND MAINTAIN THE SINGLE PHASE TRANSFORMER AND SERVICE COMPONENTS.

4. SALVAGE THE LIFT STATION PUMPS (2 PUMPS), PUMP RAIL SYSTEM, DUPLEX PUMP CONTROL PANEL AND LIFT STATION

FLOAT SYSTEM AND DELIVER UNDAMAGED TO A FOREST SERVICE DESIGNATED STORAGE SITE.

5. REMOVE AND DISPOSE OF ALL REMAINING ELECTRICAL EQUIPMENT ASSOCIATED WITH THE DUPLEX SANITARY LIFT

STATION.

6. SAWCUT CONCRETE SLAB FULL-DEPTH IN NEAT RECTANGULAR LINES AROUND THE SINGLE PHASE AND 3-PHASE

TRANSFORMERS WITH A 12" SETBACK FROM THE EQUIPMENT. REMOVE AND DISPOSE THE REMAINING CONCRETE SLAB, INCLUDING THE LIFT STATION ACCESS HATCH. TOTAL SLAB SIZE IS 8 FT. X 16 FT.

7. HAVE ALL LIQUID PUMPED OUT OF THE LIFT STATION BY A LICENSED SEPTIC HAULER AND DISPOSED OF AS SEPTIC WASTE.

8. REMOVE AND DISPOSE OF ALL REMAINING VALVES, FITTINGS, PLUMBING, CABLES AND OTHER EQUIPMENT FROM INSIDE

THE LIFT STATION STRUCTURE. PLUG ALL PIPE OPENINGS WITH NON-SHRINK GROUT OR CAP SMALLER PIPES WITH TIGHT

FITTING CAPS OR PLUGS.

9. REMOVE THE TOP SECTION OF THE CONCRETE LIFT STATION STRUCTURE DOWN TO A MINIMUM DEPTH OF 4 FT. BELOW

FINISHED GRADE.

10. DRILL 1" DIAMETER DRAIN HOLES OR OTHERWISE BREAK UP THE STRUCTURE BASE SECTION TO PREVENT WATER

RETENTION.

11. BACKFILL THE BOTTOM OF THE STRUCTURE WITH SPECIFIED GRANULAR FILL IN MAXIMUM 2 FT. LIFTS AND COMPACT EACH

LIFT BY MECHANICAL MEANS TO 3 INCHES BELOW FINISHED GRADE SURFACE.

12. PLACE 3 INCHES OF TOPSOIL BORROW IN THE DISTURBED AREA AND PLACE SEED, FERTILIZE AND MULCH USING THE

SPECIFIED MATERIALS AND APPLICATION METHODS.

CASS LAKE

NORMAL POOL ELEVATION = 1302.0

PROTECT EX

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/1 1/2

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(R09)

REGION NINE

NORWAY BEACH

REC AREA

WASTEWATER

SYSTEM

DECOMMISSIONING

CHIPPEWA NATIONAL

FOREST

BLACKDUCK DISTRICT

PLAN VIEW SHEET

DAY USE / VISITOR

INFORMATION CENTER

D.MATTEI

D.MATTEI

R.SUTTON

Feet

SEE SHEET C-06 SEE SHEET C-08

S

S

S

S S

S

S S

S S

S S

S S

S S

S S

S S S S S

S S

S

S

S

S

S

S

S

S

S

MH #11

MH #10

MH #9

MH #7

MH #6

LIFT STATION #3

2-WAY CLEANOUT

2-WAY CLEANOUT

2-WAY CLEANOUT

DUMP STATION

MOVED UNDER PRIOR CONTRACT)

MH #8

(REMOVED UNDER PRIOR CONTRACT)

4" C.I. FORCEMAIN

4" C.I. FORCEMAIN

SIPHON #2

(REMOVED UNDER PRIOR CONTRACT)

6" C.I. GRAVITY

NORWAY

BEACH

CAMPGROUND

ND

LIFT STATION #3 DECOMMISSIONING NOTES:

1. REMOVE 10 FT. x 18 FT. x 8 FT. HIGH (APPROXIMATE DIMENSIONS) WOOD FENCE ENCLOSURE.

2. CONSTRUCT A NEW WOOD POST-SUPPORTED PLYWOOD BACKER PANEL FOR THE SINGLE PHASE ELECTRIC DISTRIBUTION PANEL AND THE SERVICE

RECEPTACLE THAT ARE CURRENTLY ATTACHED DIRECTLY TO THE FENCE.

3. COORDINATE WITH BELTRAMI ELECTRIC COOPERATIVE TO HAVE THE 3-PHASE TRANSFORMER AND METER REMOVED COMPLETELY OR HAVE THE 3-PHASE

SERVICE DISCONTINUED AND DE-ENERGIZED BY REMOVAL OF THE 3-PHASE METER.

4. PROTECT AND MAINTAIN THE SINGLE PHASE TRANSFORMER AND SERVICE COMPONENTS.

5. SALVAGE THE LIFT STATION PUMPS (2 PUMPS), PUMP RAIL SYSTEM, DUPLEX PUMP CONTROL PANEL AND LIFT STATION FLOAT SYSTEM AND DELIVER

UNDAMAGED TO A FOREST SERVICE DESIGNATED STORAGE SITE.

6. REMOVE AND DISPOSE OF ALL REMAINING ELECTRICAL EQUIPMENT ASSOCIATED WITH THE DUPLEX SANITARY LIFT STATION.

7. SAWCUT CONCRETE SLAB FULL-DEPTH IN NEAT RECTANGULAR LINES AROUND THE SINGLE PHASE AND 3-PHASE TRANSFORMERS WITH A 12" SETBACK FROM

THE EQUIPMENT. REMOVE AND DISPOSE THE REMAINING CONCRETE SLAB, INCLUDING THE LIFT STATION ACCESS HATCH. TOTAL SLAB SIZE IS 8 FT. X 16 FT.

8. HAVE ALL LIQUID PUMPED OUT OF THE LIFT STATION BY A LICENSED SEPTIC HAULER AND DISPOSED OF AS SEPTIC WASTE.

9. REMOVE AND DISPOSE OF ALL REMAINING VALVES, FITTINGS, PLUMBING, CABLES AND OTHER EQUIPMENT FROM INSIDE THE LIFT STATION STRUCTURE. PLUG

ALL PIPE OPENINGS WITH NON-SHRINK GROUT OR CAP SMALLER PIPES WITH TIGHT FITTING CAPS OR PLUGS.

10. REMOVE THE TOP SECTION OF THE CONCRETE LIFT STATION STRUCTURE DOWN TO A MINIMUM DEPTH OF 4 FT. BELOW FINISHED GRADE.

11. DRILL 1" DIAMETER DRAIN HOLES OR OTHERWISE BREAK UP THE STRUCTURE BASE SECTION TO PREVENT WATER RETENTION.

12. BACKFILL THE BOTTOM OF THE STRUCTURE WITH SPECIFIED GRANULAR FILL IN MAXIMUM 2 FT. LIFTS AND COMPACT EACH LIFT BY MECHANICAL MEANS TO 3

INCHES BELOW THE FINISHED GRADE SURFACE.

13. PLACE 3 INCHES OF TOPSOIL BORROW IN THE DISTURBED AREA AND PLACE SEED, FERTILIZE AND MULCH USING THE SPECIFIED MATERIALS AND

APPLICATION METHODS.

PROTECT EXISTING MH (TO REMAIN)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/1 1/2

2 0 9:

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W G;

(R09)

REGION NINE

NORWAY BEACH

REC AREA

WASTEWATER

SYSTEM

DECOMMISSIONING

CHIPPEWA NATIONAL

FOREST

BLACKDUCK DISTRICT

PLAN VIEW SHEET

NORWAY BEACH

CAMPGROUND

D.MATTEI

D.MATTEI

R.SUTTON

Feet 0 60 120

SEE SHEET C-09

SEE SHEET C-07

S S S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S MH #13

79 LF 4" C.I. DRAIN LINE

MH #122-WAY CLEANOUT

2-WAY CLEANOUT

2-WAY CLEANOUT

2-WAY CLEANOUT

4" C .I. F

ORCEMAIN

4" C

.I.

F

O

RC

EM

AI

N

NORWAY BEACH ROAD

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/1 1/2

2 0 9:

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W G;

(R09)

REGION NINE

NORWAY BEACH

REC AREA

WASTEWATER

SYSTEM

DECOMMISSIONING

CHIPPEWA NATIONAL

FOREST

BLACKDUCK DISTRICT

PLAN VIEW SHEET

NORWAY BEACH ROAD

D.MATTEI

D.MATTEI

R.SUTTON

Feet 0 60 120

SEE SHEET C-08

SEE SHEET C-10

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S S

S

MONITORING

MONITORING WELL #5

MONITORING

M

MH #16

MH #15

MH #14

MH #13

TRUCK DUMP STATION

4" C.I. FORCE MAIN

4" C.I. FORCE MAIN

MH #1 (SIPHON)

MH #3

MH #4

MH #5

MH #6

WET WELL

SUBMARINE

LIFT STATION

MH #2

(REMOVED UNDER PRIOR CONTRACT)

4" C.I. GRAVITY

CHIPPEWA

CAMPGROUND

CASS LAKE

NORMAL POOL ELEVATION = 1302.0

NORWAY BEACH ROAD

CELL #1

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/1 1/2

2 0 9:

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L

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OU

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TS

.D

W G;

(R09)

REGION NINE

NORWAY BEACH

REC AREA

WASTEWATER

SYSTEM

DECOMMISSIONING

CHIPPEWA NATIONAL

FOREST

BLACKDUCK DISTRICT

PLAN VIEW SHEET

CHIPPEWA

CAMPGROUND

D.MATTEI

D.MATTEI

R.SUTTON

Feet 0 60 120

SEE SHEET C-09

SEE SHEET C-11

SEE SHEET C-12

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S S

S

S

S

S

S

S S

S

S

S

S

S

S

S

S

4" C.I. FORCE MAIN

MH #6

MH #5

MH #4

MH #8

MH #9

WET WELL

SUBMARINE

LIFT STATION

MH #3

(REMOVED UNDER PRIOR CONTRACT)

MH #2

(REMOVED UNDER PRIOR CONTRACT)

MH #1

(REMOVED UNDER PRIOR CONTRACT)

6" C.I. GRAVITY

6" C.I. GRAVITY

WANAKI

CAMPGROUND

SUBMARINE LIFT STATION AND WET WELL DECOMMISSIONING NOTES:

1. DISCONNECT THE ELECTRICAL FEED FOR THE LIFT STATION FROM THE SOURCE AND REMOVE ALL ELECTRICAL EQUIPMENT, PANELS, DISCONNECTS AND CONTROLS ASSOCIATED WITH THE DUPLEX SANITARY

LIFT STATION.

2. 3 PHASE AND SINGLE PHASE TRANSFORMERS AND ALL ELECTRICAL SERVICE COMPONENTS NOT DESIGNATED FOR REMOVAL, SHALL REMAIN FULLY FUNCTIONAL AND ARE TO BE PROTECTED FROM DAMAGE.

3. REMOVE AND DISPOSE OF THE CONCRETE SLAB. SLAB SIZE IS 16 FT. X 5.5 FT. X 6 INCHES THICK.

4. WET WELL: HAVE ALL LIQUID PUMPED OUT OF THE WET WELL BY A LICENSED SEPTIC HAULER AND DISPOSED

OF AS SEPTIC WASTE. REMOVE TOP OF STRUCTURE 8 FT. MINIMUM FROM TOP OF STRUCTURE ELEVATION, OR REMOVE TO THE NEXT LOWEST JOINT. ABANDON REMAINING STRUCTURE IN-PLACE. SEAL PIPE OPENINGS INLET (2) AND OUTLET (2) OF THE STRUCTURE WITH NON-SHRINK GROUT. REMOVE BAR SCREEN. DRILL DRAIN HOLES IN OR OTHERWISE BREAK THE STRUCTURE BASE SECTION TO PREVENT WATER RETENTION. BACKFILL BOTTOM OF REMAINING STRUCTURE AND EXCAVATION WITH SUITABLE GRANULAR MATERIAL AND COMPACT

IN MAXIMUM 24" LIFTS TO WITHIN 3 INCHES OF THE FINISHED GRADE.

5. SUBMARINE LIFT STATION: REMOVE ENTIRE STRUCTURE EXCEPT FOR THE REINFORCED CONCRETE BASE SLAB AND STEEL LEVELING BEAMS. DISCONNECT OR CUT OFF INLET (2) AND OUTLET (1) PIPES AND SEAL WITH NON-SHRINK GROUT. REMOVE THE DISCONNECT SWITCH AND BOX, WIRE AND CONDUIT BETWEEN THE CONTROL PANEL AND THE LIFT STATION. BACKFILL EXCAVATION WITH SUITABLE GRANULAR MATERIAL AND

COMPACT IN MAXIMUM 24" LIFTS TO WITHIN 3 INCHES OF THE FINISHED GRADE.

6. PLACE 3 INCHES OF TOPSOIL BORROW IN THE DISTURBED AREA AND PLACE SEED, FERTILIZER AND MULCH

USING THE SPECIFIED MATERIALS AND APPLICATION METHODS.

CASS LAKE

NORMAL POOL ELEVATION = 1302.0

MH #10

MH #11

CONTRACTOR TO VERIFY. MH #11 MAY

HAVE BEEN REMOVED UNDER A PRIOR

CONTRACT.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/1 1/2

2 0 9:

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W G;

(R09)

REGION NINE

NORWAY BEACH

REC AREA

WASTEWATER

SYSTEM

DECOMMISSIONING

CHIPPEWA NATIONAL

FOREST

BLACKDUCK DISTRICT

PLAN VIEW SHEET

WANAKI CAMPGROUND

D.MATTEI

D.MATTEI

R.SUTTON

Feet

SEE SHEET C-10

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

MONITORING WELL #7

MONITORING WELL #5

MONITORING WELL #8

MONITORING WELL #4

MONITORING WELL #1

MONITORING WELL #3

MONITORING WELL #6

MH #20

MH #19

IRRIGATION

PUMP STATION

MH #18

MH #17

MH #16

MH #15

MH #14

MH #13

TRUCK DUMP STATION

I

R

R

I

G

A

T

I

O

N

P

P

E

6" C.I. PIPE

6" C.I. PIPE

C

I

F

O

R

M

A

I N

F

O

R

M

A

I

N

MONITORING WELL #9

CHLORINE CONTACT CHAMBER

LAB BUILDING

TO REMAIN

79 LF 4" C.I. DRAIN LINE

W

W

4" WATER SUPPLY WELL

TO REMAIN

S

S

S

S

L

L

L

L

L

L

L

L

S

S

S

S

LAGOON WW

TREATMENT PLANT

SPECIAL CONSTRUCTION NOTES:

1. PLEASE REFER TO SHEET C-13 FOR ADDITIONAL REMOVALS AND

DECOMMISSIONING REQUIREMENTS FOR THIS AREA.

2. PLEASE REFER TO SHEET C-14 FOR GRADING CONSTRUCTION AND

RESTORATION PLAN FOR THIS AREA.

NORWAY BEACH ROAD

CELL #1

CELL #2

CELL #3

L = LYSIMETER

S = SPRINKLER

BASE AND OPTIONAL BID ITEMS:

1. DUE TO BUDGET LIMITATIONS, THE FULL DECOMMISSIONING OF THE LAGOON WW

TREATMENT PLANT MAY NOT BE AWARDED UNDER THIS SOLICITATION.

2. BASE BID ITEMS: THE INTENT OF THIS SOLICITATION IS TO AWARD ALL BASE BID ITEMS.

3. OPTIONAL BID ITEMS: SOME, ALL, OR NONE OF THE OPTIONAL BID ITEMS WILL BE

AWARDED DEPENDING ON AVAILABILITY OF PROJECT FUNDS. ANY OPTIONAL BID ITEMS

INCLUDED IN THE CONTRACT WILL BE AWARDED AT THE TIME OF INITIAL CONTRACT

AWARD.

4. SEE THE SCHEDULE OF VALUES (SOV) FORM INCLUDED WITH THE SOLICITATION FOR A

DETAILED BREAKDOWN OF BASE AND OPTIONAL BID ITEMS.

5. IF THE LAGOON WW TREATMENT PLANT SYNTHETIC LINER REMOVAL AND DISPOSAL

OPTIONAL BID ITEM IS NOT AWARDED, THE CONTRACTOR SHALL PROTECT THE

SYNTHETIC POND LINERS FROM DAMAGE. ANY DAMAGE CAUSED BY THE

CONTRACTOR'S OPERATIONS WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/2 3/2

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(R09)

REGION NINE

NORWAY BEACH

REC AREA

WASTEWATER

SYSTEM

DECOMMISSIONING

CHIPPEWA NATIONAL

FOREST

BLACKDUCK DISTRICT

PLAN VIEW SHEET

LAGOON WW

TREATMENT PLANT

02/11/2022 090301-RWW2022-0001D_C1012

D.MATTEI

D.MATTEI

R.SUTTON

C-12 012 015

Feet

0 60 120

N

S

EW

SEE SHEET C-10

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UG #2 ALUMINUM CABLE APPROX. 2 FT. DEPTH (2 WIRES)

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UG ELECTRICAL CABLE

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24" TO 48" DEPTH

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7200 VOLT-BURIED

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REA ELECTRICAL

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CATCH BASIN

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DRAIN INSIDE

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TRANSFORMER

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LIGHTING ON 2-POLE

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BREAKERS AS MARKED

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MONITORING WELL #7

MONITORING WELL #5

MONITORING WELL #8

MONITORING WELL #4

MONITORING WELL #1

WITH CONC. SLAB

MONITORING WELL #3

MONITORING WELL #6

MH #20

MH #19

IRRIGATION

PUMP STATION AND

CONTROL PANEL

MH #16

MH #15

MH #14

TRUCK DUMP STATION

6" C.I. PIPE

6" C.I. PIPE

MONITORING WELL #9

CHLORINE CONTACT CHAMBER

LAB BUILDING TO REMAIN.

W

W

4" WATER SUPPLY WELL

AND WATER SYSTEM TO

REMAIN. DISCONNECT

PUMP AND CONTROL

CIRCUITS IN LAB BUILDING.

L L

L L

L

L

L

L

S

S

S

S

DEMOLISH AND REMOVE GARAGE.

14' x 28' WOOD FRAME W / CONCRETE SLAB FLOOR

AND ASPHALT SHINGLE ROOF.

DEMOLISH AND REMOVE STORAGE SHED.

12' X 20' WOOD FRAME W / WOOD FLOOR

AND ASPHALT / TARPAPER ROOF.

DEMOLISH AND REMOVE VAULT TOILET.

4' X 5' WOOD FRAME W / CONCRETE FLOOR,

STEEL BARREL VAULT AND FIBERGLASS ROOF.

E E E

E

E E E E E E

E E

E E

S = SPRINKLER HEAD (4 EACH).

REMOVE PER SHEET C-05.

L = LYSIMETER (8 EACH). ABANDON IN-PLACE

PER SHEET C-05.

SEAL AND ABANDON MONITORING

WELLS (8 WELLS).SEE SHEET C-02 FOR

WELL DECOMMISSIONING NOTES.

BURIED ELECTRIC TO ABANDON IN-PLACE. DISCONNECT

FROM POWER SOURCE IN LAB BUILDING AND REMOVE

ALL ABOVE GROUND WIRE, CONDUIT, BOXES AND CONTROL PANEL(S)

TO 12" MINIMUM BELOW FINISHED GRADE.

CELL #1

CELL #2

CELL #3

REMOVE 2,260 LF OF

6 FT. CHAIN LINK FENCE

REMOVE CONCRETE AERATOR

DOCKING STATIONS. SEE

CONST. NOTES THIS SHEET.

REMOVE WOOD AERATOR

STORAGE RACK.

REMOVE WOOD AERATOR

STORAGE RACK.

REMOVE (11 EACH) CONCRETE AERATOR TIE-DOWN

ANCHORS. FIVE LOCATIONS INCLUDE ELECTRICAL

SERVICE CONNECTIONS FOR AERATORS TO ALSO

BE REMOVED.

CONSTRUCTION / DECOMMISSIONING NOTES:

1. EXISTING INFORMATION AND LOCATION OF UTILITIES AND FEATURES AS SHOWN ON THESE DRAWINGS IS APPROXIMATE AND IS BASED ON INCOMPLETE RECORDS. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO FIELD LOCATE AND/OR OTHERWISE VERIFY ALL INFORMATION NECESSARY TO ACCURATELY BID AND PLAN THE REQUIRED WORK.

2. PROTECT UTILITIES AND FEATURES THAT ARE TO REMAIN IN SERVICE AND FULLY FUNCTIONAL INCLUDING, BUT NOT LIMITED TO, PRIMARY ELECTRICAL SERVICE AND LAND LINE

TELEPHONE SERVICE TO THE LAB BUILDING, SITE LIGHTING, WATER WELL AND DISTRIBUTION PIPES AND ROAD DRAINAGE PIPES AND CATCH BASINS. UTILITIES, STRUCTURES AND FEATURES THAT ARE NOT SPECIFICALLY IDENTIFIED AS A REMOVAL ITEM OR AS A DECOMMISSIONED ITEM ARE PLANNED TO REMAIN IN SERVICE.

3. STRUCTURE DECOMMISSIONING REQUIREMENTS FOR SANITARY MANHOLES #14, #15, #16, #17, #18, #19, #20, TRUCK DUMP STATION, CHLORINE CONTACT CHAMBER, IRRIGATION PUMP STATION, LYSIMETERS, SPRINKLERS AND ASSOCIATED PIPE REMOVALS ARE SPECIFIED IN THE STRUCTURE DECOMMISSIONING…