2.1_Drawings-NorwayPhase2.pdf
PDF 10 MB Posted
- Attached to
- Norway Beach Sewer System Replacement Federal contract opportunity
- Solicitation number
- 12639220R0004
About this file
This document package includes construction drawings and specifications for the Norway Beach Recreation Area Sewer System Replacement project. The project consists of replacing the existing combined sanitary sewer treatment plant with individual sanitary sewer systems for campground loops and the Visitor Information Center. Drawings show proposed layouts and details for gravity sewer lines, septic tanks, lift stations, force mains, and septic mounds at multiple locations within the recreation area. Specifications include requirements for materials, construction methods, permits, safety protocols, erosion control, working hours, debris removal and site restoration. The solicitation is for construction services to implement the designs. The contracting agency is the USDA Forest Service Region 9.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| ConstructionRFP_FAC2020_04_01152020.docx | DOCX document | |
| 1.5a_Section B-ScheduleofItems.doc | DOC document | |
| 2.2a_SpecificationAddendum-NorwayPhase2.pdf | ||
| 2.2_Specifications-NorwayPhase2.pdf | ||
| 1.5b_SOV_BidForm-NWBPhase2.xlsx | XLSX spreadsheet | |
| 1.4_STATEMENT OF WORK.docx | DOCX document | |
| 2.2_Specivications-Coversheet.pdf | ||
| 2.1_Drawings-SignedCoversheet.pdf |
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Text version
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 REC. AREA RECONSTRUCTION - PHASE 2
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER
DATE
DATE
DIRECTOR OF ENGINEERING DATE
FOREST SUPERVISOR DATE
RO FACILITIES PROGRAM MANAGER DATE
3/1 0/2
0 1 0:
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MINNESOTA
CASS COUNTY
REGION NINE
CHIPPEWA NATIONAL FOREST
BLACKDUCK RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE REV/DATE
G-01 COVERSHEET
G-02
GENERAL NOTES, ABBREVIATIONS AND TANK SCHEDULE
G-03 SITE PLAN LAYOUT REFERENCE SHEET
C-01 STANDARD DETAILS 1
C-02 STANDARD DETAILS 2
C-03 STANDARD DETAILS 3
C-04 SEPTIC MOUND TYPICAL SECTIONS
C-05 SEPTIC MOUND TYPICAL PLAN VIEW
C-06 RECORD DRAWING 1 OF EXISTING SANITARY STRUCTURES
C-07 RECORD DRAWING 2 OF EXISTING SANITARY STRUCTURES
C-08
VISITOR INFORMATION CENTER (VIC) PROPOSED CONSTRUCTION
LAYOUT
C-09
VISITOR INFORMATION CENTER (VIC) PROPOSED SEWER PROFILES
C-10
VISITOR INFORMATION CENTER (VIC) HOLDING TANK AND CATCH
BASIN DETAILS
C-11
NWB CAMPGROUND WEST LOOP PROPOSED CONSTRUCTION
LAYOUT
C-12 NWB CAMPGROUND WEST LOOP PROPOSED SEWER PROFILE
C-13
NWB CAMPGROUND WEST LOOP SEPTIC TANK & LIFT STATION
DETAILS
C-14
NWB CAMPGROUND EAST LOOP PROPOSED CONSTRUCTION
LAYOUT
C-15 NWB CAMPGROUND EAST LOOP PROPOSED SEWER PROFILE
C-16
NWB CAMPGROUND EAST LOOP SEPTIC TANK & LIFT STATION
DETAILS
C-17
CHIPPEWA CAMPGROUND WEST LOOP PROPOSED CONSTRUCTION
LAYOUT
C-18 CHIPPEWA CAMPGROUND WEST LOOP PROPOSED SEWER PROFILE
C-19
CHIPPEWA CAMPGROUND WEST LOOP SEPTIC TANK & LIFT
STATION DETAILS
C-20
CHIPPEWA CAMPGROUND EAST LOOP PROPOSED CONSTRUCTION
LAYOUT
C-21 CHIPPEWA CAMPGOUND EAST LOOP PROPOSED SEWER PROFILE
C-22
CHIPPEWA CAMPGROUND EAST LOOP SEPTIC TANK & LIFT STATION
DETAILS
C-23
WANAKI CAMPGROUND PROPOSED CONSTRUCTION LAYOUT
SHEET 1 OF 2
C-24
WANAKI CAMPGROUND PROPOSED CONSTRUCTION LAYOUT
SHEET 2 OF 2
C-25 WANAKI CAMPGROUND PROPOSED SEWER PROFILES SHEET 1 OF 2
C-26 WANAKI CAMPGROUND PROPOSED SEWER PROFILES SHEET 2 OF 2
C-27
WANAKI CAMPGROUND WEST LOOP GRINDER PUMP LIFT STATION
DETAILS
C-28
WANAKI CAMPGROUND EAST LOOP SEPTIC TANK & LIFT STATION
DETAILS
SANITARY SEWER SYSTEM REPLACEMENT
CITY OF CASS LAKE
US HWY 2
US HWY 2
M
N
H
W
Y
CASS LAKE
DESIGNED BY:
R9 TECHNICAL SERVICES TEAM CIVIL ENGINEER DATE
TANK DESIGN NOTES:
TANK LOCATION AND TYPE
MANUFACTURER
AND MODEL NO.
DESIGN MINIMUM
LIQUID CAPACITY
TANK DIMENSIONS
INSIDE L x W
LIQUID DEPTH
DAILY MAXIMUM
DESIGN VOLUME IN
GALLONS PER DAY
DESIGN PUMP DOSE
VOLUME PER CYCLE
AND CYCLES PER DAY
DESIGN PUMP FLOW
AND TOTAL HEAD
REQUIREMENTS
DRAINBACK VOLUME
VISITOR INFORMATION CENTER
SINGLE COMPARTMENT HOLDING TANK
(OUTLET PLUGGED)
WIESER CONCRETE
WLP 3000
3,000 GALLONS LENGTH = 14'-10"
WIDTH = 8'-0"
43 INCHES 105 GPD N/A N/A N/A
NORWAY BEACH CG WEST LOOP
DUAL COMPARTMENT SEPTIC/PUMP TANK
WIESER CONCRETE
W 3800 / 2200
3,600 GALLONS - SEPTIC
1,200 GALLONS - PUMP
LENGTH = 18' -10
WIDTH = 10'-10
49 INCHES - SEPTIC TANK
36 INCHES - PUMP TANK AT
HIGH LEVEL ALARM
1,200 GPD 227 GALLONS
AT 5.3 CYCLES PER DAY
59 GPM
AT 23 FT. OF TOTAL HEAD
7.8 GALLONS
NORWAY BEACH CG EAST LOOP
DUAL COMPARTMENT SEPTIC/PUMP TANK
WIESER CONCRETE
W 9100 (MODIFIED FOR
DUAL COMPARTMENT)
5,760 GALLONS - SEPTIC
1,920 GALLONS - PUMP
LENGTH = 19'-0"
WIDTH = 11'-0"
74 INCHES - SEPTIC TANK
36 INCHES - PUMP TANK AT
HIGH LEVEL ALARM
1,920 GPD 227 GALLONS
AT 8.5 CYCLES PER DAY
57 GPM
AT 26 FT. OF TOTAL HEAD
12.4 GALLONS - MOUND A
15.8 GALLONS - MOUND B
CHIPPEWA CG WEST LOOP
DUAL COMPARTMENT SEPTIC/PUMP TANK
WIESER CONCRETE
W 3800 / 2200
3,600 GALLONS - SEPTIC
1,200 GALLONS - PUMP
LENGTH = 18' -10
WIDTH = 10'-10
49 INCHES - SEPTIC TANK
36 INCHES - PUMP TANK AT
HIGH LEVEL ALARM
1,200 GPD 227 GALLONS
AT 5.3 CYCLES PER DAY
59 GPM
AT 58 FT. OF TOTAL HEAD
51.9 GALLONS
CHIPPEWA CG EAST LOOP
SINGLE COMPARTMENT SEPTIC TANK
WIESER CONCRETE
W 4200 (MODIFIED FOR
SIDE INLET)
3,600 GALLONS LENGTH = 13'-2"
WIDTH = 7'-6"
72 INCHES 1,200 GPD N/A N/A N/A
CHIPPEWA CG EAST LOOP
LIFT STATION TANK
CRETEX
STANDARD ROUND LS
WITH MONOLITHIC BASE
1,200 GALLONS 8.0 FT. DIAMETER 39 INCHES AT HIGH LEVEL
ALARM
1,200 GPD 220 GALLONS
AT 5.5 CYCLES PER DAY
59 GPM
AT 70 FT. OF TOTAL HEAD
53.0 GALLONS
WANAKI CG WEST LOOP
GRINDER PUMP LIFT STATION TANK
CRETEX
STANDARD ROUND LS
WITH MONOLITHIC BASE
600 GALLONS 6.0 FT. DIAMETER 40 INCHES AT HIGH LEVEL
ALARM
600 GPD 106 GALLONS
AT 5.7 CYCLES PER DAY
34 GPM
AT 82 FT. OF TOTAL HEAD
52.5 GALLONS
WANAKI CG EAST LOOP
DUAL COMPARTMENT SEPTIC/PUMP TANK
WIESER CONCRETE
W 3800 / 2200
3,600 GALLONS - SEPTIC
1,200 GALLONS - PUMP
LENGTH = 18' -10
WIDTH = 10'-10
49 INCHES - SEPTIC TANK
36 INCHES - PUMP TANK AT
HIGH LEVEL ALARM
1,200 GPD 227 GALLONS
AT 5.3 CYCLES PER DAY
59 GPM
AT 30 FT. OF TOTAL HEAD
23.3 GALLONS
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
3/4 /20
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(R09)
REGION NINE
NORWAY BEACH
RECREATION
AREA SANITARY
SEWER SYSTEM
REPLACEMENT
CHIPPEWA NATIONAL
FOREST
BLACKDUCK DISTRICT
GENERAL NOTES,
ABBREVIATIONS AND
TANK SCHEDULE
02/28/2020
D.MATTEI
D.MATTEI
R.SUTTON
G-02 002 031
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 SYSTEM 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. PERMITS FOR SEPTIC SYSTEM
DESIGN ARE NOT REQUIRED.
5) THE CONTRACTOR SHALL BE A LICENSED SEPTIC INSTALLER IN THE STATE OF MINNESOTA.
6) TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES.
7) A COPY OF THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE ON SITE AT ALL TIMES DURING
CONSTRUCTION ACTIVITY.
8) PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL "GOPHER STATE ONE-CALL"
(1-800-252-1166) FOR UTILITY LOCATIONS. CONTRACTOR SHALL LOCATE UTILITIES WHEREVER THEY CROSS
THE PROPOSED SEWER AND UNDERGROUND POWER LINE CONSTRUCTION.
9) 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.
10) DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON-SITE STORM WATER
RUNOFF BY USING APPROVED TEMPORARY EROSION/SILTATION CONTROL PROCEDURES. CONTRACTOR 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.
1) CONCRETE SEPTIC TANK AND PUMP TANK DIMENSIONS MAY VARY BUT
RETAINED SEPTIC VOLUMES AND PUMP TANK VOLUMES SHALL NOT BE LESS
THAN NOTED IN THE DRAWINGS AND TANK DESIGN SCHEDULE. ALL SEPTIC
AND PUMP TANKS SHALL BE CONSTRUCTED IN CONFORMANCE WITH
MINNESOTA AND LOCAL CASS COUNTY REGULATIONS (IF MORE STRINGENT).
2) ALL TANK PIPE PENETRATIONS SHALL BE WATERTIGHT FLEXIBLE
GASKETED CONNECTIONS. RISER CONNECTIONS ARE TO BE WATERTIGHT.
3) INDIVIDUAL TANKS CAN NOT BE CONSTRUCTED OF MORE THAN TWO
SECTIONS.
4) ALL TANK LIDS ARE TO HAVE THE CAST MESSAGE "DANGER - CONFINED
SPACE - DO NOT ENTER".
4) ALL SEPTIC TANK GRAVITY SEWER PIPING SHALL BE SCH 40, 4" Ø PVC
UNLESS OTHERWISE NOTED.
5) ALL TANK INLET & OUTLET T's SHALL BE A SANITARY OR "SWEEP" T.
6) ALL TANK JOINTS/SEAMS, WHETHER MID TANK OR NEAR THE TOP, SHALL BE
WRAPPED WITH A 12" WIDE BUTYL RUBBER MEMBRANE TO PROVIDE A WATER
TIGHT SEAL AND TO PHYSICALLY JOIN THE TWO SECTIONS TOGETHER.
BUTYL MATERIAL SHALL ALSO BE USED TO CONNECT THE TWO SECTIONS ON
THE CONTACT SURFACE JOINTS OF THE TANK SECTIONS.
7) DOSE PER CYCLE, AS NOTED IN THE TANK SCHEDULE, ARE WITH NO DRAIN
BACK (VALVE CLOSED). IF THE PRESSURE LINE TO BE DRAINED (VALVE OPEN)
BETWEEN DOSES IN WINTER, OPERATOR MUST MOVE EACH LEAD, LAG & HIGH
WATER ALARM FLOAT UP AS NECESSARY TO ACCOMMODATE THE
ADDITIONAL VOLUME.
8) ANY DEWATERING REQUIRED TO INSTALL STRUCTURES OR UTILITIES
SHALL BE INCLUDED IN THE CONTRACT BID PRICES. NO ADDITIONAL
COMPENSATION WILL BE MADE FOR ANY DEWATERING REQUIRED.
TANK CONSTRUCTION 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
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7200 VOLT-BURIED
UG ELECTRICAL CABLE
600V RHW-RHH
HATFIELD PERMALENE XP
3-2 AWG AL.
PANEL
50 AMP
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MW#1
TRANSFORMER
MW#6
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53-HOST
40 39
HOST SITE
E
E
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10/3
LIGHTING ON 2-POLE
BREAKERS AS MARKED
12/2
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/2
/4
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/2
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SOCKET
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LEGEND
WATER HYDRANT/PEDESTAL
WITH FAUCET
PAY PHONE
TELEPHONE BOX
TELEPHONE PEDESTAL
MONITORING WELL
LIGHT POLE
SPUR POWER PEDESTAL
TRAIL
BUILDING
S
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COVER
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
VALVE
1" DIA
PVC 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
VISITOR INFORMATION
CENTER (VIC)
NORWAY
BEACH
RESORT
NORWAY BEACH RECREATION AREA
SEWER TREATMENT
PLANT
MW#1
W
W
W
E
T
W
S
ELECTRICAL LINE (EXISTING)
TELECOMMUNICATIONS LINE (EXISTING)
WATER LINE (EXISTING)
SEWER LINE (EXISTING)
CHIPPEWA
CAMPGROUND
DR #XX
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S
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S
S
S
S w
WELL
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NORWAY
BEACH
CAMPGROUND
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
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
" 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
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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#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
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S
S
S
S
S
S
S
S
S
S
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S
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S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
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MH#5
MH#6
LIFT STATION
#3
MH#4
MH#3
MH#2
MH#1
MH#9
MH#10
MH#11
MH#18
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CASS LAKE
NORMAL POOL ELEVATION = 1302.0
VIC PROJECT AREA NWB CAMPGROUND
WEST LOOP
PROJECT AREA
NWB CAMPGROUND
EAST LOOP
PROJECT AREA
CHIPPEWA CAMPGROUND
WEST LOOP
PROJECT AREA
CHIPPEWA CAMPGROUND
EAST LOOP
PROJECT AREA
WANAKI CAMPGROUND
PROJECT AREA
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
3/4 /20
:5
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(R09)
REGION NINE
NORWAY BEACH
RECREATION
AREA SANITARY
SEWER SYSTEM
REPLACEMENT
CHIPPEWA NATIONAL
FOREST
BLACKDUCK DISTRICT
SITE PLAN
LAYOUT
REFERENCE SHEET
02/28/2020
D.WILLEY
D.WILLEY
D.MATTEI
G-03 003 031
N
S
W E
Feet
0 200 400
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FORCEMAIN DRAIN VALVE PLAN VIEW
INDIVIDUAL FORCEMAIN
90° EL DOWN TO VERTICAL PUMP PIPE
REDUCING T WITH THREADED
REDUCER TO 1/2"
PIPE UNION
TRANSITION FITTING AS
NEEDED FROM PVC TO HDPE
FORCEMAIN
1/2" NIPPLE, 1/2" BALL
VALVE & DOWN TURNED 90°
EL
FORCEMAIN DRAIN VALVE PLAN VIEW
CONNCETED FORCEMAINS
FORCEMAIN
F O
R C
E M
A I N
F O
R C
E M
A I N
CROSS SIZE AS NEEDED
1/2" TO 1/4" REDUCING
BUSHING, 1/4" BALL VALVE
& DOWN TURNED 90° EL
TO MOUND
TO MOUND
F R
M
P F
R O
M
P
U M
P
V A
R I E
S
M
I N
D E
P T
H
HDPE SEWER PIPE
#12 COPPER
TRACER WIRE
TYPICAL DETAIL - SEWER LINE
DIRECTIONAL BORED
EXISTING GRADE =
FINISHED GRADE
INSULATED ACCESS BOX
2" LATERAL PIPE
W/ 90° LONG SWEEP
2" BALL VALVE w/
CLEANOUT FITTING
AND THREADED CAP
INSULATED ACCESS BOX,
10" X 10" X 10" MIN W/ SOLID LID.
M
I N
TOPSOIL, 6" MIN
DISTRIBUTION ROCK, 12"
SANDY OR LOAM SOIL, MIN 12"
TOPSOIL, 6" MIN
DISTRIBUTION ROCK, 12"
SANDY OR LOAM SOIL, MIN 12"
4" PVC THREADED PLUG
IN 4" PVC SCH 40 PIPE
TOILET FLANGE SECURED
TO BOTTOM OF PVC AND SET
AT BOTTOM OF DIST. ROCK
M
I N
4 EACH 1/2" Ø HOLES SPACED
EVENLY 3" ABOVE PIPE BOTTOM
4 EACH 1/2" Ø HOLES SPACED
EVENLY 9" ABOVE PIPE BOTTOM
INSPECTION PORT DETAIL
PIPE
BEDDING
#12 COPPER TRACER WIRE
PLACED ON TOP OF PIPE
BACKFILL
MARKER TAPE WITH
WORDS "CAUTION SEWER LINE
BURIED BELOW"
FINISHED GRADE
4" TOP SOIL. MOUND
TO ALLOW FOR SETTLING.
1'-6"
M
I N
V A
R I E
S
M
I N
B U
P
T H
TYPICAL TRENCH -
SEWER LINE
PIPE
BEDDING
#12 COPPER TRACER WIRE
BACKFILL
MARKER TAPE WITH
WORDS "CAUTION SEWER LINE
BURIED BELOW"
FINISHED GRADE
1'-6"
M
I N
V A
R I E
S
M
B
R
Y
D E
P T
H
S
A
N
S P
E C
I F
I C
S
F
E
P E
R
D E
P T
H
R
E Q
U I R
E M
E N
T S
TYPICAL TRENCH - SEWER LINE
IN PAVED ROAD
EXISTING 2"+/- ASPHALT
6" THICK BASE COURSE
SAW CUT AND PATCH ASPHALT
PIPE
BEDDING
#12 COPPER TRACER WIRE
BACKFILL
MARKER TAPE WITH
WORDS "CAUTION SEWER LINE
BURIED BELOW"
FINISHED GRADE
1'-6"
M
I N
V A
R I E
S
M
R
Y
D E
P T
H
S
A
N
S P
E C
I F
I C
S
F
E
P E
R
D E
P T
H
R
E Q
U I R
E M
E N
T S
TYPICAL TRENCH - SEWER LINE
IN GRAVEL ROAD
6" THICK BASE COURSE
MOUND BASE COURSE TO
ALLOW FOR SETTLING
POLY-AIR ACTIVATED CARBON
VENT COVER BY POLYLOK OR
APPROVED EQUAL
TYPICAL VENT FOR LIFT STATION
TOP OF STRUCTURE
4" DIA SCH 40 GALVANIZED
IRON VENT PIPE. USE
PROPER LINK-SEAL TO MAKE
A WATERTIGHT SEAL &
LOCATE VENT SO IT IS NOT IN
THE WAY OPENING OF ANY
HATCH DOOR
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
3/4 /20
:0
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B
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RD
W
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ET
AI
LS
.D
W G;
(R09)
REGION NINE
NORWAY BEACH
RECREATION
AREA SANITARY
SEWER SYSTEM
REPLACEMENT
CHIPPEWA NATIONAL
FOREST
BLACKDUCK DISTRICT
STANDARD DETAILS 1
02/28/2020
D.MATTEI
D.MATTEI
R.SUTTON
C-01 004 031
C-01
C-01
C-01
C-01
C-01
C-01
C-01
C-01
C-01
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T
O
6"
1"
INLETS
5" 4'-0" 5"
SANITARY MANHOLE CASTING
NEENAH FOUNDRY R-1595 OR APPROVED EQUAL.
SET RING IN MORTAR
STANDARD 4 FT. CONCRETE
MANHOLE CONE
48" DIA. REINFORCED
CONCRETE SECTIONS
OUTLET
FLEXIBLE BOOT
6"
3/4 OF PIPE DIA.
MANHOLE BASE SECTION SHALL BE PRECAST
WITH FLEXIBLE BOOTS.
USE 24" SHORT MANHOLE CONE WHERE CUT TO
FLOWLINE IS 4'-6" OR LESS.
USE CONCRETE MANHOLE GRADE RINGS
IF REQUIRED TO ADJUST THE LEVEL OF
THE MANHOLE RING AND COVER.
IN ROADWAYS CAST A CONCRETE COLLAR
AROUND THE MANHOLE RING 12" WIDE
x 8" DEEP.
1.
2.
3.
4.
A A
48" DIA. REINFORCED
MONOLITHIC BASE SECTION
SECTION A-A
SECTION - ELEVATION
CHANNEL DETAIL
STANDARD SANITARY MANHOLE
MANHOLE BOTTOM TO BE SLOPED AT
12:1 BETWEEN TOP OF "U" SHAPED
CHANNEL AND INTERIOR EDGE OF
MANHOLE RISER. TROWEL FINISH
MANHOLE BOTTOM.
OUTLET
NOTES:
6" x 6" TREATED WOOD
MARKER POST
4" DIA PLUG - THREADED
4" PVC
SCH 40 PIPE
EXTEND TRACER WIRE TO SURFACE
WHEN TRACER REQUIRED
WYE
V A
R I E
S
FLOW
SEWER LINE
GRAVITY SEWER CLEANOUT
3'
ORIENT SLOPE TOWARD PLUG
INSIDE DROP BOWL. RELINER/DURAN MODEL A6DB (OR EQUAL)
ATTACH TO MH WALL WITH STAINLESS STEEL ANCHORS.
OUTLET
FLEXIBLE BOOT
6"
48" DIA. REINFORCED
MONOLITHIC BASE
4" DIA. OR 6" DIA. PVC SEWER SERVICE
FLEXIBLE PIPE COUPLER
FERNCO (OR EQUAL)
STAINLESS STEEL PIPE SUPPORT BRACKET
AT 4' SPACING (MIN. OF 2 PER DROP)
6" DIA. SCHEDULE 40 PVC DROP PIPE.
6" DIA. SCHEDULE 40 PVC
45 DEG. BEND
SIZE AND ELEVATION VERIFIED BY CONTRACTOR.
CORE-DRILL PIPE OPENING AND PROVIDE
WATER-TIGHT FLEXIBLE SEAL. (LINK SEAL OR EQUAL)
SECTION - ELEVATION
INSIDE DROP SECTION SANITARY MANHOLE
SECTION
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
3/4 /20
:0
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S\
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B
ST
AN
DA
RD
W
W D
ET
AI
LS
.D
W G;
(R09)
REGION NINE
NORWAY BEACH
RECREATION
AREA SANITARY
SEWER SYSTEM
REPLACEMENT
CHIPPEWA NATIONAL
FOREST
BLACKDUCK DISTRICT
STANDARD DETAILS 2
02/28/2020
D.MATTEI
D.MATTEI
R.SUTTON
C-02 005 031
C-02
C-02
C-02
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CONTROL PANEL MOUNTED ON 2
EACH UC4A TREATED 6X6 WITH
SEPARATE JUNCTION BOX MOUNTED
BELOW PANEL. NO WIRE JUNCTIONS
ALLOWED IN THE LIFT STATION.
POST BURY DEPTH = 3'. POSTS TO
EXTEND TO TOP OF PANEL.
M
I N
LIFT STATION PUMP CONTROL PANEL
6 - THUS
V A
R I E
S
B
Y
M
F G
ELECTRICAL
CONDUITS AS
NEEDED PER NEC
FIELD LOCATE NEW 6"X6" UC4A
TREATED POST, JUNCTION BOX &
ALARM PANEL.
6"X6" POST BURY DEPTH =3'
POST TO EXTEND TO TOP OF PANEL.
M
I N
V A
R I E
S
P
N
E L
HOLDING TANK ALARM PANEL AT VIC
1 - THUS
PREASSEMBLED SILT FENCE DETAIL
WOVEN GEOTEXTILE FILTER
FABRIC. 36 INCH WIDTH.PER
MNDOT SPECIFICATION 3886.
2" X 2" HARDWOOD STAKES
AT MAXIMUM 6 FT. O.C.
BACKFILL AND RECOMPACT
TRENCH.
DIRECTION OF FLOW
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
3/9 /20
:0
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CA
D
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IT
S\
NW
B
ST
AN
DA
RD
W
W D
ET
AI
LS
.D
W G;
(R09)
REGION NINE
NORWAY BEACH
RECREATION
AREA SANITARY
SEWER SYSTEM
REPLACEMENT
CHIPPEWA NATIONAL
FOREST
BLACKDUCK DISTRICT
STANDARD DETAILS 3
02/28/2020
D.MATTEI
D.MATTEI
R.SUTTON
C-03 006 031
C-03
C-03
C-03
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SEE LAYOUT DRAWINGS FOR ELEVATION INFORMATION
EXISTING GROUND SURFACE
INSTALL MNDOT 3733 TYPE 5
NON-WOVEN GEOTEXTILE FABRIC OVER
DRAINAGE STONE - TYPICAL
5% ± SLOPE ON MOUND CAP
2" DIA. HDPE FORCEMAIN FROM PUMP
STATION. SEE PROFILE FOR PIPE SLOPE
INFORMATION.
INSTALL 6" OF TOPSOIL, SEED & MULCH
ALL DISTURBED AREAS
12" MIN. SAND DEPTH UNDER ROCK MEDIA
INSTALL SANDY LOAM OVER
ROCK MEDIA BED. 6" MINIMUM.
INSTALL CLEAN FILL SAND PER SPECIFICATIONS.
MOUND BASAL AREA HAND CLEARED.
TREE STUMP AND VEGETATION REMOVAL TO
MAXIMUM 2" HEIGHT. DO NOT REMOVE STUMPS.
MOUND A & MOUND B
BOTTOM OF STONE ELEV: 1311.20'
BOTTOM OF LATERAL PIPE ELEV: 1311.95'
EXISTING GROUND SURFACE
INSTALL MNDOT 3733 TYPE 5
NON-WOVEN GEOTEXTILE FABRIC OVER
DRAINAGE STONE - TYPICAL
5% ± SLOPE ON MOUND CAP
2" DIA. HDPE FORCEMAIN FROM PUMP
STATION. SEE PROFILE FOR PIPE SLOPE
INFORMATION.
INSTALL 6" OF TOPSOIL, SEED & MULCH
ALL DISTURBED AREAS
12" MIN. SAND DEPTH UNDER ROCK MEDIA
INSTALL SANDY LOAM OVER
ROCK MEDIA BED. 6" MINIMUM.
INSTALL CLEAN FILL MOUND SAND PER SPECIFICATIONS.
MOUND BASAL AREA HAND CLEARED.
TREE STUMP AND VEGETATION REMOVAL TO
MAXIMUM 2" HEIGHT. DO NOT REMOVE STUMPS.
10'
5% ± SLOPE ON MOUND CAP
TYPICAL MOUND SECTION - 10 FT. WIDE ROCK BED
4 -THUS
NORWAY BEACH CG EAST LOOP - TWO 10 FT. WIDE ROCK BEDS
1 - THUS
MOUND "A" MOUND "B"
INSTALL SILT BARRIER AT
TOE OF MOUND SLOPE. (TYPICAL)
SEE DETAIL 3 ON SHEET C-03.
INSTALL SILT BARRIER AT
TOE OF MOUND SLOPE. (TYPICAL)
SEE DETAIL 3 ON SHEET C-03.
10'
3' 3' 2'2'
MOUND SYSTEM ROCK MEDIA BED
TYPICAL ON ALL ROCK BEDS
1.5" DIA. SCH 40 PVC PERFORATED LATERAL PIPE
2" DIA. SCH 40 PVC HEADER PIPE
2" DIA. SCH 40 PVC 22
DEG. BEND TYPICAL.
2" DIA. HDPE TO PVC TRANSITION FITTING
ROCK MEDIA BED PER SPECIFICATIONS
INSTALL MNDOT 3733 TYPE 5
NON-WOVEN GEOTEXTILE FABRIC OVER
ROCK MEDIA - TYPICAL
9" ROCK DEPTH UNDER LATERAL
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
3/9 /20
:1
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B
SE
PT
IC
M
OU
ND
D
ET
AI
LS
.D
W G;
(R09)
REGION NINE
NORWAY BEACH
RECREATION
AREA SANITARY
SEWER SYSTEM
REPLACEMENT
CHIPPEWA NATIONAL
FOREST
BLACKDUCK DISTRICT
SEPTIC MOUND
TYPICAL SECTIONS
02/28/2020
D.MATTEI
D.MATTEI
R.SUTTON
C-04 07 031
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INSTALL 1.5" SCH 40 PVC LATERALS
AT 39' LENGTH - TYP
16 EACH - 3/16" DIA LATERAL PERFORATIONS
AT 30" SPACING O.C. ON BOTTOM - TYP
INSTALL INSPECTION
PORT - FOUR LOCATIONS AS SHOWN.
SEE DETAIL NO. 8 ON SHEET 4.
10'
10' 10'
APPROXIMATE TOE OF MOUND SLOPE
INSTALL 1.5" SCH 40 PVC LATERALS
AT 39' LENGTH - TYP
54'
MOUND A
MOUND B
16 EACH - 3/16" DIA LATERAL PERFORATIONS
AT 30" SPACING O.C. ON BOTTOM - TYP
2" SCH 40 PVC MANIFOLD PIPE.
SOLID PIPE (NO PERFORATIONS)
INSTALL INSULATED ACCESS BOX - TYP
EACH END OF EACH LATERAL.
SEE DETAIL NO. 7 ON SHEET 4.
INSTALL 1.5" SCH 40 PVC LATERALS
AT 49' LENGTH - TYP
16 EACH - 3/16" DIA LATERAL PERFORATIONS
AT 36" SPACING O.C. ON BOTTOM - TYP
INSTALL INSPECTION
PORT - TWO LOCATIONS AS SHOWN.
SEE DETAIL NO. 8 ON SHEET 4.
10'
APPROXIMATE TOE OF MOUND SLOPE
INSTALL 1.5" SCH 40 PVC LATERALS
AT 49' LENGTH - TYP
34'
17 EACH - 3/16" DIA LATERAL PERFORATIONS
AT 36" SPACING O.C. ON BOTTOM - TYP
2" SCH 40 PVC MANIFOLD PIPE.
SOLID PIPE (NO PERFORATIONS)
INSTALL INSULATED ACCESS BOX - TYP
EACH END OF EACH LATERAL.
SEE DETAIL NO. 7 ON SHEET 4.
TYPICAL MOUND SECTION - 10 FT. WIDE ROCK BED
4 - THUS
NORWAY BEACH CG EAST LOOP - TWO 10 FT. WIDE ROCK BEDS
1 - THUS
FIRST PERFORATION POSITION ON LATERAL
FIRST PERFORATION POSITION ON LATERAL
LAST PERFORATION POSITION ON LATERAL
LAST PERFORATION POSITION ON LATERAL
INSTALL SCH 40 PVC BENDS AS NECESSARY
TO ACCOMODATE A NON-LINEAR MOUND DESIGN.
FIRST PERFORATION POSITION ON LATERAL
FIRST PERFORATION POSITION ON LATERAL
LAST PERFORATION POSITION ON LATERAL
LAST PERFORATION POSITION ON LATERAL
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
3/3 /20
:0
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NA
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IT
S\
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B
SE
PT
IC
M
OU
ND
D
ET
AI
LS
.D
W G;
(R09)
REGION NINE
NORWAY BEACH
RECREATION
AREA SANITARY
SEWER SYSTEM
REPLACEMENT
CHIPPEWA NATIONAL
FOREST
BLACKDUCK DISTRICT
SEPTIC MOUND
TYPICAL PLAN VIEW
02/28/2020
D.MATTEI
D.MATTEI
R.SUTTON
C-05 008 031
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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
3/4 /20
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(R09)
REGION NINE
NORWAY BEACH
RECREATION
AREA SANITARY
SEWER SYSTEM
REPLACEMENT
CHIPPEWA NATIONAL
FOREST
BLACKDUCK DISTRICT
RECORD DRAWING 1
OF EXISTING SANITARY
STRUCTURES
02/28/2020
D.MATTEI
D.MATTEI
R.SUTTON
C-06 009 031
OUTSIDE DROP SECTION MANHOLES AT VIC AND NORWAY BEACH WEST LOOP
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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
3/4 /20
:1
1 D
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(R09)
REGION NINE
NORWAY BEACH
RECREATION
AREA SANITARY
SEWER SYSTEM
REPLACEMENT
CHIPPEWA NATIONAL
FOREST
BLACKDUCK DISTRICT
RECORD DRAWING 2
OF EXISTING SANITARY
STRUCTURES
02/28/2020
D.MATTEI
D.MATTEI
R.SUTTON
C-07 010 031
SIPHON #2 MANHOLE AT NORWAY BEACH EAST LOOP
STANDARD MANHOLES AT WANAKI CAMPGROUND
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MH#5 (OUTSIDE DROP)
MH#4
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SITE BM
PK NAIL IN ASPHALT
ELEV 1310.4
NORTHING = 310029.54
EASTING = 424683.26
FFE 1
312.9
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
0+00
PI STA: 0+27.42
NORTHING: 310160.75
EASTING: 424812.61
EXISTING
SANITARY LIFT
STATION #2
EXISTING 3-PH & 1-PH
TRANSFORMERS. POWER
SOURCE OF VIC
TO REMAIN.
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
LIGHTS CONTROLLED
BY BREAKER AND
SWITCH IN VIC
BASEMENT.
FURNISH AND INSTALL 3,000 GALLON SEPTIC
HOLDING TANK. RIM ELEV. = 1311.3
SEE DETAIL 1 ON SHEET C-10.
CONSTRUCT SANITARY CLEAN-OUT.
SEE DETAIL 3 ON SHEET C-02.
CONSTRUCT 4" PVC GRAVITY SEWER LINE.
REMOVE/DECOMMISSION EXISTING 4" CIP SEWER LINE
AS INDICATED ON PROFILE SHEET.
REMOVE SANITARY DROP MH #5.
LOCATION UNKNOWN. (SEE RECORD
DRAWING OF MH #5 ON SHEET C-06).
REMOVE AND RECONSTRUCT
50 S.F. WOOD STOOP/DECK W/HANDRAIL.
VISITOR INFORMATION CENTER
HISTORIC LOG STRUCTURE.
CONSTRUCT UG POWER CIRCUIT (W/BREAKER) IN CONDUIT TO HOLDING TANK ALARM CONTROL BOX
FROM DISTRIBUTION PANEL IN VIC BASEMENT. MAINTAIN 3 FT. HORIZONTAL SEPARATION FROM SEWER LINE.
FURNISH AND INSTALL POST MOUNTED HOLDING TANK ALARM PANEL.
LOCATE IN WOODED AREA AS DIRECTED BY THE FOREST SERVICE
CO/COR TO WITHIN 15 FT. OF THE TANK.
REMOVE AND REPLACE IN KIND 300 S.F. OF 4" CONCRETE SIDEWALK
ON 6" COMPACTED AGGREGATE BASE.
PROTECT EXISTING SIDEWALK TO REMAIN FROM CONSTRUCTION
VEHICLE DAMAGE BY USING TIMBER MATS (OR EQUAL).
SALVAGE AND REINSTALL 12 L.F. LOG
RUB-RAIL BARRIER AND POSTS AS
NEEDED FOR CONSTRUCTION ACCESS.
LOCATE AND PROTECT EXISTING UG POWER.
S
S
DISCONNECT SUMP PUMP FROM SANITARY SEWER LINE IN VIC
BASEMENT AND PLUMB THROUGH BASEMENT WALL TO PROPOSED
CLEAR WATER GRAVITY DRAIN. CONSTRUCT 4" PVC GRAVITY DRAIN
TO CATCH BASIN. MAINTAIN 2.0% MINIMUM PIPE SLOPE.
CONSTRUCT 6.0' DEEP, 48" DIA. EX-FILTRATION SUMP
CATCH BASIN WITH ACCESS COVER. PLACE 18" OF DRAIN
ROCK IN THE BOTTOM OF THE STRUCTURE.
SEE DETAIL 2 ON SHEET C-10.
SCP HUB 2002
ELEV 1308.73
NORTHING = 309943.28
EASTING = 424529.74
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
3/4 /20
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0 D
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GT
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N.
DW
G;
(R09)
REGION NINE
NORWAY BEACH
RECREATION
AREA SANITARY
SEWER SYSTEM
REPLACEMENT
CHIPPEWA NATIONAL
FOREST
BLACKDUCK DISTRICT
VISITOR INFORMATION
CENTER (VIC) PROPOSED
CONSTRUCTION LAYOUT
02/28/2020
D.MATTEI
D.MATTEI
R.SUTTON
C-08 011 031
N
S
W E
Feet
0 20 40
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E
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F
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STATION (FEET)
VIC SANITARY PROFILE
-0+20 0+00 0+50 1+00 1+50 1+80
-2.29%
S T
B
E G
S
N
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A R
Y
E
S T
A
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A R
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E L
3,000 GALLON
HOLDING
TANK
INVERT OF 4" PVC
GRAVITY SEWER
REMOVE EXIST. DROP
MH #5. (LOCATION
UNKNOWN)
REMOVE APPROX. 10 LF
OF 4" CIP AND SEAL
OPEN END WITH
GROUT.CONNECT TO EXIST.
4" CIP APPROX. 5 FT.
FROM BLDG.
VISITOR
CENTER
FFE = 1312.9
WOOD STOOP.
CONSTRUCT
CLEAN-OUT.
EXISTING GROUND
E L
E V
A T
I O
N
F
E E
T
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A T
I O
N
F
E E
T
STATION (FEET)
VIC STORM DRAIN PROFILE
-0+20 0+00 0+50 1+00 1+50
VISITOR
CENTER
FFE = 1312.9
-2.00%
S T
B
E G
O
A
I N
S T
A
E
O
A
I N
E L
INVERT OF 4" PVC
GRAVITY STORM DRAIN.
EXISTING GROUND
PROPOSED CATCH BASIN
RIM ELEV. = 1311.25
INVERT ELEV. = 1305.25
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
3/4 /20
:5
0 D
MA
TT
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B_
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LD
IN
GT
AN
K-
VI
C W
W D
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IG
N.
DW
G;
(R09)
REGION NINE
NORWAY BEACH
RECREATION
AREA SANITARY
SEWER SYSTEM
REPLACEMENT
CHIPPEWA NATIONAL
FOREST
BLACKDUCK DISTRICT
VISITOR INFORMATION
CENTER (VIC) PROPOSED
SEWER PROFILES
02/28/2020
D.MATTEI
D.MATTEI
R.SUTTON
C-09 012 031
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SECTION - ELEVATION
STORM SEWER EXFILTRATION CATCH BASIN
NOTES:
10 FT. EACH WAY
WRAP FILTER AGGREGATE WITH
MNDOT TYPE IV GEOTEXTILE.
STANDARD PIPE DOGHOUSE FOR 12 INCH
PIPE (4-THUS) AT 90 DEG. SPACING.
1:1 SLOPE
TYPICAL
PLACE MNDOT SPECIFICATION 3149H COARSE FILTER
AGGREGATE UNDER, INSIDE AND AROUND THE CATCH BASIN.
60" DIA. REINFORCED
CONCRETE BASE SECTION.
48" DIA. REINFORCED
CONCRETE CATCH BASIN
CORE DRILL PIPE OPENING AND PROVIDE
WATER TIGHT FLEXIBLE SEAL. (LINK SEAL OR EQUAL)
4'-0"
5"
SHORT 24 INCH CONCRETE
CONCENTRIC CONE SECTION
SET CONCRETE RING IN NON-SHRINK GROUT
STORM MANHOLE CASTING
NEENAH FOUNDRY R-1733-1 OR APPROVED EQUAL.
WITH SOLID LID STAMPED "STORM SEWER".
1. USE CONCRETE MANHOLE GRADE
RINGS IF REQUIRED TO ADJUST THE
ELEVATION OF THE CASTING RING
AND LID.
SLOPE FINAL GRADE TO DRAIN
AWAY FROM STRUCTURE.
4" PVC SUMP PUMP DRAIN FROM VIC
2'
1 4
STAINLESS STEEL FLOAT & PUMP CABLE
HANGER ATTACHED WITHIN 1' OF TOP OF
COVER. ALLOW FOR EXTRA CABLE FOR
FLOAT ADJUSTMENTS.
EXTEND BAFFLE 12" BELOW
LIQUID LEVEL & 8" ABOVE LIQUID
LEVEL.
ALARM LIQUID LEVEL
4" PVC FROM VIC BLDG.
NORWAY BEACH VISITOR INFORMATION CENTER
3000 GALLON SEPTIC HOLDING TANK
15'-4"
6" TYP
ALL BAFFLES
ALARM PANEL MOUNTED ON ONE TREATED
6X6 POST. SEE DETAIL 2 ON SHEET C-03.
FINISHED GRADE SHALL BE 2" BELOW ALL LIDS. SLOPE GROUND
AWAY FROM LIDS TO DRAIN. FILL OVER TANK SHALL BE 1' MIN.
2 EACH 1"Ø SCH 40 PVC CONDUITS TO NEW
ALARM PANEL. FLOAT WIRE TO BE IN CONDUIT
TO TANK & ALARM CIRCUIT WIRING IN CONDUIT
TO LOAD PANEL. SEAL END OF PIPE IN THE
HOLDING TANK USING ELECTRICAL DUCT SEAL
TO PREVENT AIR & MOISTURE FROM ENTERING
CONDUIT. CONDUIT TO BE BURIED MIN 18" &
HAVE ELECTRICAL CAUTION TAPE INSTALLED 6"
ABOVE CONDUIT. POWER FROM ALARM PANEL
TO THE LOAD CENTER PANEL SHALL BE FIELD
DETERMINED AND SHALL BE INSTALLED AS
DESCRIBED HEREIN.
24"Ø SECURED LID. ALL ROUND SEPTIC TANK RISERS
SHALL BE 24" INSIDE DIAMETER AND MADE OF CONCRETE
OR HDPE.
Ø
1 4
8'
4'-3"
SECTION A-A
6" TAMPED IN PLACE CLEAN PEA STONE BEDDING
PASSING
" SCREEN UNDER TANK WITH CENTER
BEDDING BEING 1" LOWER THAN PERIMETER
BEDDING OR AS PER MFG RECOMMENDATIONS.
3 4
1'
TOP VIEW OF HOLDING TANK
THICKNESS VARIES
BY MANUFACTURER.
Ø
3 4
A
A
SECTION - ELEVATION
STORM SEWER EXFILTRATION CATCH BASIN
10 FT. EACH WAY
1:1 SLOPE
TYPICAL
CORE DRILL PIPE OPENING AND PROVIDE
WATER TIGHT FLEXIBLE SEAL. (LINK SEAL OR EQUAL)
5"
SLOPE FINAL GRADE TO DRAIN
AWAY FROM STRUCTURE.
4" PVC SUMP PUMP DRAIN FROM VIC
INLET INVERT = 1307.94
TOP OF TANK = 1309.00
ALARM ON 42" ABOVE FLOOR
TOP OF LIDS = 1311.25
FLOOR OF TANK = 1304.19
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
3/4 /20
:5
0 D
MA
TT
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SE
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\D
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TT
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NA
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DW
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ED
IT
S\
NW
B
TA
NK
D
ET
AI
LS
.D
W G;
(R09)
REGION NINE
NORWAY BEACH
RECREATION
AREA SANITARY
SEWER SYSTEM
REPLACEMENT
CHIPPEWA NATIONAL
FOREST
BLACKDUCK DISTRICT
VISITOR INFORMATION
CENTER (VIC)
HOLDING TANK AND
CATCH BASIN DETAILS
02/28/2020
D.MATTEI
D.MATTEI
R.SUTTON
C-10 013 031
C-10
C-10
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I
MH#8
S
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4"C.I.
MH#7
S
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MH#9
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PI STA: 0+11.50
NORTHING: 310262.80
EASTING: 425476.67
PI STA: 1+84.94
NORTHING: 310105.64
EASTING: 425503.14
SITE BM
WOOD HUB
ELEV =1309.90
NORTHING = 310188.54
EASTING = 425523.64
CONSTRUCT 2" DIA. PE FORCEMAIN
UG POWER UTILITY TO TOILET/SHOWER BLDG.
TO REMAIN IN-PLACE.
CONSTRUCT MOUND TREATMENT SYSTEM
2,000 SF ABSORPTION AREA.
TOP OF CLEAN SAND ELEV. = 1311.20.
INVERT OF HEADER PIPE ELEV. = 1311.93.
SEE TYPICAL MOUND SHEETS C-04 AND C-05.
EXISTING 3-PH & 1-PH
TRANSFORMERS &
METERS TO REMAIN.
FURNISH AND INSTALL SEPTIC AND LIFT STATION TANK
3,600 GALLON/1,200 GALLON (MINIMUM CAPACITY)
RIM/HATCH ELEV. = 1310.0. SEE DETAIL ON SHEET C-12.
FURNISH AND INSTALL
LIFT STATION CONTROL PANEL
CONSTRUCT NEW 4" PVC GRAVITY SEWER LINE.
REMOVE/DECOMMISSION EXISTING 6" CIP SEWER LINE
AS INDICATED ON PROFILE SHEET C-12.
REMOVE SANITARY DROP MANHOLE #8.
(SEE RECORD DRAWING OF MH #8 ON SHEET C-06)
EXISTING SANITARY MANHOLE
TO REMAIN IN-PLACE.
REMOVE ABANDONED SEPTIC TANK.
(SIZE AND MATERIAL UNKNOWN).
EXISTING SANITARY LIFT STATION #3 TO REMAIN.
CONSTRUCT UG POWER IN CONDUIT
TO LIFT STATION FROM EXISTING 1-PH METER.
PROVIDE NEW CIRCUIT FROM EXISTING
SQUARE D SERVICE PANEL AT METER.
EXISTING TOILET/SHOWER
BUILDING FFE = 1310.4
REMOVE AND REPLACE ASPHALT
PAVEMENT - 412 S.F.
TOE OF MOUND SLOPE
FORMER SPUR #72 TO BE
USED FOR CONSTRUCTION ACCESS.
SALVAGE EXIST. LIGHT FIXTURE AND POLE.
REMOVE CONCRETE BASE &
DISCONNECT POWER AT SOURCE.
LOCATE AND PROTECT EXISTING
UG POWER TO TOILET BUILDING.
MOUND SITE CLEARING LIMITS (NO GRUBBING
OR STUMP REMOVAL). ALL INDIVIDUAL TREES
WITHIN 5 FT. OF THE TOE OF MOUND MUST BE
REVIEWED WITH THE CONTRACT CO/COR PRIOR
TO REMOVAL.
EXISTING CONCRETE SIDEWALK.
ALIGNMENT: NWB WEST LOOP SANITARY
STA: 1+40.55
OFF: 0.00'
NORTHING: 310139.78
EASTING: 425515.65
NOTE: CAMP
SPURS 71 AND 72
HAVE BEEN
ELIMINATED.
SCP WOOD HUB
ELEV =1311.30
NORTHING = 310209.71
EASTING = 425644.90
CONSTRUCT SANITARY CLEAN-OUT
AT STA. 0+70. SEE DETAIL 3 ON SHEET C-02.
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
3/4 /20
:3
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(R09)
REGION NINE
NORWAY BEACH
RECREATION
AREA SANITARY
SEWER SYSTEM
REPLACEMENT
CHIPPEWA NATIONAL
FOREST
BLACKDUCK DISTRICT
NORWAY BEACH
CAMPGROUND
WEST LOOP PROPOSED
CONSTRUCTION LAYOUT
02/28/2020
D.MATTEI
D.MATTEI
R.SUTTON
C-11 014 031
N
S
W E
Feet
0 20 40
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E
V A
T I O
N
F
E E
T
E L E
V A
T I O
N
F
E E
T
STATION (FEET)
NWB WEST LOOP SANITARY PROFILE
-0+20 0+00 0+50 1+00 1+50 2+00 2+30
EXISTING MH TO REMAIN
CONNECT 4" PVC TO MH.
REMOVE EXIST. DROP MH
SEAL OPEN 6" CIP TO NE WITH GROUT
EXISTING BLDG.
FFE = 1310.4
REMOVE 6"CIP
TO STA. 1+60
SEPTIC TANK &
LIFT STATION
REMOVE ABANDONED
SEPTIC TANK
SEAL OPEN END OF
6" CIP WITH GROUT
INVERT OF 4" PVC
GRAVITY SEWER
INV. OF 2" HDPE
FORCEMAIN
SEPTIC MOUND HEADER PIPE
-2.05%
S T
B
E G
S
T
L O
N
I T
A R
Y
E
S T
A
E
S
T
L O
N
I T
A R
Y
E L
4.9 2%
S T
B
E G
S
T
L O
N
I T
A R
Y
E
G R
A D
E
B
R E
K
E
S T
A
E
S
T
L O
N
I T
A R
Y
E L
EXISTING GROUND
CONSTRUCT
CLEAN-OUT.
SEPTIC MOUND
FINISHED GRADE
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
3/4 /20
:3
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OR
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D
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IG
N.
DW
G;
(R09)
REGION NINE
NORWAY BEACH
RECREATION
AREA SANITARY
SEWER SYSTEM
REPLACEMENT
CHIPPEWA NATIONAL
FOREST
BLACKDUCK DISTRICT
NORWAY BEACH
CAMPGROUND WEST
LOOP PROPOSED
SEWER PROFILE
02/28/29
D.MATTEI
D.MATTEI
R.SUTTON
C-12 015 031
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2" SCH 80 PVC PIPE
2'
1 4
A
A
Ø
6 SLOT STAINLESS STEEL FLOAT & PUMP
CABLE HANGER ATTACHED WITHIN 1' OF TOP
OF HATCH. ALLOW FOR EXTRA CABLE FOR
PUMP REMOVAL & FLOAT ADJUSTMENTS.
CENTER
EFFLUENT
FILTER IN
RISER - SEE
SPECS FOR
ADDL. INFO
EXTEND BAFFLES 12" BELOW
LIQUID LEVEL & 8" ABOVE LIQUID
LEVEL TYP ALL BAFFLES
LIQUID LEVEL
1'-9"
3'
7'-10"
4" PVC FROM SHOWER BLDG.
1'-3"
2" HDPE TO MOUND SYSTEM
NORWAY BEACH CAMPGROUND WEST LOOP
3600 GAL SEPTIC/1200 GAL PUMP TANK
1'
7"
20'
11'-8" 6'-8"
6" TYP
ALL BAFFLES
22" ABOVE FLOOR - PUMPS OFF
27" ABOVE FLOOR - LEAD PUMP ON
32" ABOVE FLOOR - LAG PUMP ON
36" ABOVE FLOOR - ALARM ON
CONTROL PANEL MOUNTED ON 2
POSTS. SEE DETAIL 1 ON SHEET C-03.
2" BALL VALVES, UNIONS, ELBOWS &
FITTINGS AND 1/4" DRAIN VALVE ASSEMBLY
FINISHED GRADE SHALL BE 6" BELOW ALL
LIDS. FILL OVER TANK SHALL BE 1' MIN.
2 EACH MYERS ME50D DOUBLE SEAL 2"
PUMPS 59 GPM AT 23' HEAD
MYERS SRA-200-CV RAIL SYSTEM WITH
" SCH 40 STAINLESS
STEEL PIPE GUIDES & INTERMEDIATE SUPPORTS (NOT
SHOWN FOR CLARITY) PLACED AT RAIL MIDPOINTS
2 EACH 2"Ø SCH 40 PVC CONDUITS TO NEW
CONTROL PANEL. ALL FLOATS TO BE IN 1
CONDUIT & ALL PUMP CORDS IN THE OTHER.
SEAL END OF PIPE IN THE LIFT STATION USING
ELECTRICAL DUCT SEAL TO PREVENT AIR &
MOISTURE FROM ENTERING CONDUIT. CONDUIT
TO BE BURIED MIN 18" & HAVE ELECTRICAL
CAUTION TAPE INSTALLED 6" ABOVE CONDUIT.
POWER FROM CONTROL PANEL TO THE BLDG
SHALL BE FIELD DETERMINED AND SHALL BE
INSTALLED AS DESCRIBED HEREIN.
24"Ø SECURED LID. ALL ROUND SEPTIC TANK RISERS
SHALL BE 24" INSIDE DIAMETER AND MADE OF CONCRETE
OR HDPE.
48" ABOVE FLOOR 2" FORCE MAIN INVERT. CONNECT
2" PVC SCH 80 TO 2" HDPE INSIDE LIFT STATION WITH
PROPER TRANSITION FITTING
HATCH ON TANK SHALL BE ALUMINUM HINGED
ACCESS DOOR W/ SPRING ASSIST, PADLOCK BAR &
HATCH DOOR GASKET (MUST SPECIFICALLY
ORDER THE GASKET). HALLIDAY PRODUCTS
MODEL S1R3654 OR APPROVED EQUAL. SHALL
HAVE A CONFINED SPACE SIGN SECURELY
ATTACHED. HATCH FRAME MUST BE INTEGRALLY
POURED WITH TANK TOP.
HATCH
OPEN
DIRECTION
INSTALL VENT - SEE
DETAIL 9 ON SHEET C-01.
18" ABOVE FLOOR (LEVEL TOP
OF PUMP) - REDUNDANT PUMPS
OFF, LOW WATER ALARM ON
Ø
6'
2" CHECK VALVE
1 4
11'
6'
SECTION A-A
6" TAMPED IN PLACE CLEAN PEA STONE BEDDING
PASSING
" SCREEN UNDER TANK WITH CENTER
BEDDING BEING 1" LOWER THAN PERIMETER
BEDDING OR AS PER MFG RECOMMENDATIONS.
3 4
PIPING NOT SHOWN FOR CLARITY -
ONLY TANK DIMENSIONS
INSTALL VENT - SEE DETAIL
9 ON SHEET C-01.
4'
1'
MOUNT STAINLESS STEEL L3X3X
" TO
UNDERSIDE OF CONCRETE TOP FOR
PUMP RAILS SUPPORT
8.0 FT. BY 6.0 FT. REINFORCED
CONCRETE RISER SECTION WITH
CONCRETE TOP.
OPENING IN PUMP TANK
CONCRETE TOP NOT LESS
THAN 80" BY 56"
TOP VIEW OF SEPTIC TANK / LIFT STATION
THICKNESS VARIES
BY MANUFACTURER.
INLET INVERT = 1304.90
TOP OF TANK= 1306.37
TOP OF LS HATCH & LIDS 1310.00
PUMP OUTLET INVERT = 1304.65
SECTION VIEW OF SEPTIC TANK / LIFT STATION
FLOOR OF TANK = 1300.65
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
3/4 /20
:5
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(R09)
REGION NINE
NORWAY BEACH
RECREATION
AREA SANITARY
SEWER SYSTEM
REPLACEMENT
CHIPPEWA NATIONAL
FOREST
BLACKDUCK DISTRICT
NORWAY BEACH
CAMPGROUND WEST
LOOP SEPTIC TANK &
LIFT STATION DETAILS
02/28/2020
D.MATTEI
D.MATTEI
R.SUTTON
C-13 016 031
C-13
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P
P
P
P
P
S
S
S
S
S
S
S
S
S
S
S
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S
S
S
S
S
S
S
S
S
S
TEL. PED.
P
P
P
P
P
P
P
P
P
P
P
P
P
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
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
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E
E
E
E
E
E
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E
E
SITE BM
PK NAIL IN ROAD
ELEV = 1311.40
NORTHING = 310629.17
EASTING = 426214.27
E
CONSTRUCT NEW 4" PVC GRAVITY SANITARY SEWER.
REMOVE/DECOMMISSION EXISTING CIP SEWER LINE
AS INDICATED ON PROFILE SHEET.
PROPOSED SEPTIC AND LIFT STATION TANK.
6,000 GALLON/2,000 GALLON (MINIMUM CAPACITY)
RIM/HATCH ELEV.=1312.5. SEE DETAIL ON SHEET C-16.
2" DIA. HDPE
FORCEMAIN TO
MOUND "A"
2" DIA. HDPE
FORCEMAIN TO
MOUND "B"
NOTE: CAMP SPURS
30, 31 AND 32 ARE
BEING ELIMINATED.
FURNISH AND INSTALL
LIFT STATION CONTROL PANEL
EXISTING 1-PH TRANSFORMER,
METER AND 40 AMP PANEL FOR
PATHWAY LIGHTS.
CONSTRUCT TWO MOUND TREATMENT SYSTEMS
3,200 SF OF TOTAL ABSORPTION AREA
TOP OF CLEAN SAND ELEV. = 1311.20
INVERT OF HEADER PIPE ELEV. = 1311.93
SEE TYPICAL MOUND SHEETS C-04 & C-05.
RE-CONSTRUCT EXIST. MANHOLE.
REMOVE SIPHON BELL.
CONNECT 4 INCH PVC TO MH
FILL WITH GROUT TO FORM NEW INVERT.
SEE RECORD DRAWING OF SIPHON #2 ON SHEET C-07.
TOE OF MOUND SLOPE
CONSTRUCT UG POWER IN CONDUIT TO LIFT STATION
EXISTING TOILET/SHOWER
BUILDING FFE = 1313.92
S
S
S
S
S
S
S
S
S
S
S
S
S
S
PI STA: 0+07.70
NORTHING: 310766.38
EASTING: 426141.18
ALIGNMENT: NWB EAST LOOP SANITARY
STA: 1+59.95
OFF: 0.00'
NORTHING:…
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