Drawings.pdf

Borrow area see drawing WI-950 A

Drawing Name

WI-950 C

DITCH FILL

3:1 or flatter side slopes

Total Cu.Yd.

Ditch # A B D Length Cu. Yd.

CL

Ditch

DITCH FILL PLAN VIEW

DITCH FILL CROSS SECTION

Existing Ground

Finished Grade

H with a rough bottom

8:1 or flatter side slopes or flatter on all sides

Vary side slopes 8:1

Existing Ground

TYPICAL WETLAND SCRAPE CROSS SECTION

WETLAND SCRAPE PLAN VIEW

Water Level (Fluctuates) varying depth bottom &

Rough curvilinear in shape.

Perimeter will be

Note:

Drawing Name

WI-950 A

AREAS

WETLAND SCRAPE/BORROW

D

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0’ 12’ - 15’ 1.8’ - 2.3’ 2.3’ - 2.8’ 1000’ 500

B

0.5’ min. to 3’ max.

Depth = A

H

M in

25’ MIN.

D

Before topsoil is spread, the depth and slopes must be checked by the COTR.3.

tracked equipment. Ditch Fill shall be compacted to the satisfaction of the COTR.

Fill shall be compacted in lift thicknesses not exceeding 6 inches with two passes of

Wisconsin Construction Specification 2, Excavation, and 3, Earthfill, will be followed. Ditch 2.

Scrapes/ Borrow areas will be constructed at locations and as flagged by the COTR. 1.

Notes:

Spoil shall be disposed of within the ditch fill locations.6.

Before topsoil is spread, the depth and slopes must be checked by the COTR.5.

excavation is completed.

Strip minimum 6" of topsoil and stockpile it for spreading, if needed, after the 4.

Wisconsin Construction Specification 2, Excavation, shall be followed. 3.

and desired.

Scrapes are to be irregular in shape when completed. Wheel ruts are allowed 2.

COTR.

Scrapes/borrow areas will be constructed at locations and as flagged by the 1.

Notes:

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CONSTRUCTION NOTES

N

O T

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H E

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G 3

NTS

STONE TRACKING PAD DETAIL

’ L

ENGTH

12"

STONE OR WASHED STONE

3-6 INCH CLEAR

EGRESS POINT

FULL WIDTH OF

20 FT. MINIMUM

GEOTEXTILE FABRIC

EROSION CONTROL REQUIREMENTS

CONSTRUCTION SITE

AREAS TO BE SEEDED OR SODDED.

OTHERWISE SPECIFIED. A MINIMUM OF FOUR INCHES OF TOPSOIL SHALL BE APPLIED TO ALL

21.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITH SEED AND MULCH UNLESS

20.) ALL TEMPORARY BEST MANAGEMENT PRACTICES SHALL BE MAINTAINED UNTIL THE SITE IS STABILIZED.

AND THESE AREAS STABILIZED.

TEMPORARY BMP’S SUCH AS SILT FENCES, STRAW BALES, AND SEDIMENT TRAPS SHALL BE REMOVED

19.) WHEN THE DISTURBED AREA HAS BEEN STABILIZED BY PERMANENT VEGETATION OR OTHER MEANS, A RAIN EVENT.

ALL NEWLY SEEDED AND MULCHED AREAS SHALL BE PROVIDED WHENEVER 7 DAYS ELAPSE WITHOUT

18.) DURING THE FIRST SIX WEEKS AFTER INITIAL STABILIZATION OF A DISTURBED WATERING OF

REPAIRED AND THE STABILIZATION WORK REDONE.

17.) ANY SOIL EROSION THAT OCCURS AFTER FINAL GRADING AND/OR STABILIZATION MUST BE

METHODS PROVIDED IN THE PRINTED CONSERVATION PRACTICE STANDARDS.

THAT COULD BE DAMAGED BY SEDIMENTATION SHALL BE PROTECTED ACCORDING TO THE VARIOUS

16.) ALL DRAINAGE CULVERTS, STORM DRAIN INLETS, MANHOLES, OR ANY OTHER EXISTING STRUCTURES

TO DISCHARGE INTO A STORM SEWER, DITCH, DRAINAGEWAY, OR WETLAND OR LAKE.

STANDARD 1061 - DEWATERING OR A SUBSEQUENT WDNR DEWATERING STANDARD PRIOR

TO REMOVE SEDIMENT IN ACCORDANCE WITH THE WDNR CONSERVATION PRACTICE

c. DISCHARGE OF TRENCH WATER OR DEWATERING EFFLUENT MUST BE PROPERLY TREATED

b. BACKFILL, COMPACT, AND STABILIZE THE TRENCH IMMEDIATELY AFTER PIPE CONSTRUCTION.

a. PLACE EXCAVATED TRENCH MATERIAL ON THE HIGH SIDE OF THE TRENCH.

WATER MAIN, ETC.) SHALL INCLUDE THE FOLLOWING:

15.) ADDITIONAL EROSION CONTROL FOR UTILITY CONSTRUCTION (STORM SEWER, SANITARY SEWER, ALL STOCK PILES SHALL BE PLACED AT LEAST 75 FEET FROM STREAMS OR WETLANDS.

WITH STABILIZATION PRACTICES SUCH AS TEMPORARY OR PERMANENT SEEDING AND MULCHING.

ANY SOIL STOCKPILE THAT REMAINS FOR MORE THAN 30 DAYS SHALL BE COVERED OR TREATED

14.) EROSION CONTROLS SHALL BE INSTALLED ON THE DOWNSTREAM SIDE OF TEMPORARY STOCKPILES.

REMOVE SOIL, DIRT, AND/OR DUST.

SITE VEHICLE ACCESS SHALL BE SWEPT AND/OR SCRAPED (NOT FLUSHED) PERIODICALLY TO

TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS. PAVED SURFACES ADJACENT TO CONSTRUCTION

13.) THE CONTRACTOR SHALL TAKE ALL POSSIBLE PRECAUTIONS TO PREVENT SOILS FROM BEING

FOR THE ADDITIONAL FLOW RATES AND EROSION POTENTIAL THAT SUCH RUNOFF PRESENTS.

CHANNELIZED RUNOFF CANNOT BE DIVERTED, SITE BEST MANAGEMENT PRACTICES MUST ACCOUNT

DIVERTED THROUGH NATURALLY OR ARTIFICIALLY EROSION-RESISTANT CONVEYANCES. IF

12.) CHANNELIZED RUNOFF ENTERING THE PROJECT SITE FROM ADJOINING LANDS SHALL BE

OR A TACKING AGENT MAY BE REQUIRED TO PROTECT NEARBY RESIDENCES AND WATER RESOURCES.

11.) WIND EROSION SHALL BE KEPT TO A MINIMUM DURING CONSTRUCTION. WATERING, MULCH, AND NOT ALLOWED TO BE CARRIED OFF-SITE BY RUNOFF OR WIND.

WASTEWATER, TOXIC MATERIALS, OR HAZARDOUS MATERIALS) SHALL BE PROPERLY DISPOSED OF

10.) ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, INDICATED ON THE PLAN.

9.) ANY SLOPES STEEPER THAN 3H:1V SHALL BE STAKED WITH EROSION CONTROL FABRIC UNLESS

8.) ALL EROSION CONTROL DEVICES SHALL BE PROPERLY INSTALLED PRIOR TO ANY SOIL DISTURBANCE.

IS RE-ESTABLISHED.

THESE SHALL BE PROPERLY MAINTAINED FOR MAXIMUM EFFECTIVENESS UNTIL VEGETATION

TO CLEARING AND GRUBBING OPERATIONS WITHIN THEIR RESPECTIVE DRAINAGE AREAS.

7.) ALL EROSION CONTROL DEVICES AND/OR STRUCTURES SHALL BE PROPERLY INSTALLED PRIOR

ALL NECESSARY REPAIR AND MAINTENANCE WILL BE DONE AT THIS INSPECTION TIME.

AT LEAST WEEKLY OR WITHIN 24 HOURS OF THE TIME 0.5 INCHES OF RAIN HAS OCCURRED.

6.) ALL EROSION CONTROL MEASURES AND STRUCTURES SERVING THE SITE MUST BE INSPECTED

3 WORKING DAYS OF FINAL GRADING.

ALL DISTURBED AREAS SHALL BE TREATED WITH PERMANENT STABILIZATION MEASURES WITHIN

STABILIZATION MEASURES SUCH AS SOIL TREATMENT, TEMPORARY SEEDING AND/OR MULCHING.

BEYOND THE PERMANENT SEEDING DEADLINES, THE SITE MUST BE TREATED WITH TEMPORARY

INACTIVE FOR GREATER THAN 7 WORKING DAYS, OR WHERE GRADING WORK EXTENDS

TO THE MAXIMUM EXTENT PRACTICABLE. FOR ANY DISTURBED AREA THAT REMAINS

TRENCHING, BORROW AND FILL OPERATIONS AT ANY ONE TIME SHALL BE MINIMIZED

5.) THE AREA OF EROSIVE LAND EXPOSED TO THE ELEMENTS BY GRUBBING, EXCAVATION,

LOCAL INSPECTORS, OR THE COTR, SHALL BE INSTALLED WITHIN 24 HOURS.

4.) ADDITIONAL EROSION CONTROL MEASURES, AS REQUESTED IN WRITING BY THE STATE OR

ACCOMPANYING SPECIFICATIONS.

ADDITIONAL REQUIREMENTS MAY ALSO BE SHOWN ON THE CONTRACT DRAWINGS AND IN THE

3.) THIS INFORMATION IS ONLY ONE PART OF THE OVERALL EROSION CONTROL REQUIREMENTS.

RELEASED STANDARD.

IT IS THE CONTRACTOR’S RESPONSIBILITY TO OBTAIN AND REFERENCE THE MOST RECENTLY

CONSERVATION PRACTICE STANDARDS. THESE STANDARDS ARE PERIODICALLY UPDATED AND

2.) ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE WISCONSIN DNR’S

SHALL BE MADE AS REQUIRED.

AND UNTIL THE VEGETATION IS RE-ESTABILISHED. ADJUSTMENTS TO THE CONTROL SYSTEM

SHALL IMPLEMENT AN APPROPRIATE MEANS OF CONTROLLING EROSION DURING SITE OPERATION

TO CONTROL EROSION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR

OF THESE PLANS TO SATISFY THESE REQUIREMENTS. THE METHODS AND STRUCTURES USED

FOR CONSTRUCTION SITE AND POST-CONSTRUCTION EROSION CONTROL. IT IS THE INTENT

1.) SECTION NR216.46 OF WISCONSIN STATE ADMINISTRATIVE CODE IDENTIFIES REQUIREMENTS

6.) DISTURBED AREAS SHALL BE SEEDED WITH DISTURBED AREA SEED MIX.

FILL AREAS AND PILED ON SITE AS DESCRIBED ABOVE.

5.) BRUSH AND TREES SMALLER THAN 6" IN DIAMETER SHALL BE REMOVED FROM THE DITCH

EXCEED 4 FEET IN HEIGHT OR 400 SQUARE FEET IN AREA.

PILED ON SITE AT A LOCATION APPROVED BY THE COTR. THESE PILES SHALL NOT

NOT AVAILABLE WITHIN 400 FEET OF THE GRUBBING LOCATION, GRUBBED TREES MAY BE

BE PLACED PER 6,000 SQ. FT. OF SCRAPE AREA. IF AN ADJACENT SCRAPE AREA IS

AREAS AND PLACED WITHIN AN ADJACENT SCRAPE AREA. APPROXIMATELY TWO TREES SHALL

4.) TREES 6" IN DIAMETER AND LARGER SHALL BE GRUBBED WHOLE OUT OF THE DITCH FILL

REMOVED FROM SITE. NO TILE SHALL BE LEFT UPON THE GROUND SURFACE.

OF THE SITE. ALL TILE SHALL BE DEPOSITED IN THE TRENCH PRIOR TO BACKFILLING OR

3.) TILE REMOVAL SHALL BE PERFORMED TO THE TYPICAL LENGTHS SHOWN FOR EACH AREA

TILES EXIST ON SITE.

CONDUCTED TO A DEPTH OF 5’ OR AS DIRECTED BY THE COTR. IT IS UNKNOWN HOW MANY

CONDUCTED ALONG THE EASTERN EDGE OF THE THOMSEN SITE. TILE EXPLORATION SHALL BE

2.) THE TILE LOCATIONS SHOWN ON THE MAP ARE APPROXIMATE. TILE EXPLORATION SHALL BE

SHALL MEAN CONTRACTING OFFICER’S TECHNICAL REPRESENTATIVE.

1.) WHERE IT IS USED THROUGHOUT THESE PLANS AND SPECIFICATIONS, THE TERM COTR

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TILE OUTLETS

ANIMAL GUARD FOR

FLOW

AS SHOWN

TO PIPE

BOLT ANCHOR STRAP

STOP

GUARD

FOR ANIMAL

METAL DISK

FREE SWINGING

RIVETS OR BOLTS.

STRAP BY WELDING,

FASTEN TO ANCHOR

AS SHOWN FOR STOP.

METAL STRAP BENT

FL

OW

TO RECEIVE STRAP

SLOT IN DISK

BENT AS SHOWN

METAL ANCHOR STRAP

OUTLET PIPE

SECTION

FROM BACK

PERSPECTIVE VIEW

ALUMINUM OR GALVANIZED STEEL

NOTE: ANIMAL GUARD SHALL BE FABRICATED OF EITHER

OUTLET END OF PIPE

PERSPECTIVE VIEWS FROM

FL

OW

FL

OW

STRAP TO PIPE

BOLT DIA FOR FASTENING ANCHOR

DRILL HOLE 1/16" LARGER THAN

BOLTING TO PIPE

SLOTTED HOLES FOR

FLOW

BENT AS SHOWN

METAL ANCHOR STRAP

ANIMAL GUARD

SECTION ON CENTERLINE

END VIEW

NOT TO SCALE

DIAMETERS 4" THROUGH 24".

ALUMINUM AND ARE AVAILABLE FOR PIPE

1. ANIMAL GUARDS SHALL BE FABRICATED OF CAST

NOTES:

ON EACH END.

AND DOUBLE NUTS

ROD, WITH WASHERS

USE 3/8" THREADED BETWEEN RODS 2 1/2"

MAXIMUM SPACING

SIDE ELEVATIONEND ELEVATION

ROD WOULD BE ACCEPTABLE IF THESE METHODS ARE USED.

PINS, OR SIMPLY BENDING THE RODS AT RIGHT ANGLE TO THE PIPE. SMOOTH

NOTE: OTHER OPTONS FOR SECURING THE RODS IN PLACE INCLUDE COTTER

Not to Scale

IA

1/2" CLEARANCE

AS REQUIRED

D

IA

AS REQUIRED

1" MIN.

2" MIN.

AS SHOWN

TO PIPE

BOLT ANCHOR STRAP

ANCHOR STRAP

ANCHOR STRAP TO PIPE.

THAN BOLT DIA. FOR FASTENING

DRILL HOLE IN PIPE 1/16" LARGER

OUTLET PIPE

OUTLET PIPE

NRCS DRAWING WI-602

TYPE 1

GUARD AS SHOWN

INSTALL ANIMAL

TYPE 2 TYPE 3

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783783

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0 50 100 200

C T H G

THOMSEN SITE

STERWALD SITE

FPE EASEMENT

FPE EASEMENT

PP 4

PP 3

PP 2

PP 1

PP 5PP 6PP 7

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210+00 208+00

206+00204+00 202+00

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783783

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FPE EASEMENT

STERWALD SITE

THOMSEN SITE

FPE EASEMENT

IT

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L A

N

ST 2

1000 LF

TILE EXPLORATION

100’ TYP.

101+00

TILE REMOVAL

TILE REMOVAL

TILE REMOVAL

TILE REMOVAL

WETLAND SCRAPE

WETLAND SCRAPE

LOCATION (TYP)

TREE / BRUSH PILE

SEE SHEETS PP 1 - PP 4

EXISTING TILE - 1,722 LF

REMOVE AND REPLACE

SEE SHEETS PP 5 - PP 7

DITCH #1 FILL - 1,000 LF

STONE TRACKING PAD

SITE ACCESS WITH

DESCRIPTION ELEV.

CONTROL POINT TABLE

CP. NO.

CP 1

CP 2

CP 3

LOCATION

" IRON PIPE4

MAG NAIL IN EDGE OF PAVEMENT

" IRON PIPE4

787.13

791.10

790.75

N=430700.98, E=2264594.25

N=430395.70, E=2264660.67

N=431888.03, E=2265638.46

CP 3

CP 2

CP 1

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F

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H E

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PP 1

C R

A W

F

IS

H R

IV

E R

EXISTING GROUND SURFACE

WSE = 783.6 ON MARCH 1, 2010

NOTES:

SEE SHEET ST 2

TILE EXPLORATION

TILE EXPLORATION TRENCH

STA 118+86.27

LAID IN A PARALLEL TRENCH.

AND REPLACE WITH 8" DIA. SOLID PIPE

REMOVE EXISTING 8" DIA. FIELD TILE

LAID IN A PARALLEL TRENCH

AND REPLACE WITH 8" DIA. SOLID PIPE

REMOVE EXISTING FIELD TILE

EXISTING INVERT FOUND AT STA 101+81.

EXISTING INVERT FOUND AT STA 119+03 AND THE

PIPE, LAID AT A UNIFORM SLOPE BETWEEN THE

3.) THE REPLACEMENT PIPE SHALL BE AN 8" DIA. SOLID

CONFORMING TO NRCS STANDARD DRAWING WI-602.

8" DIAM. DURABLE SOLID PIPE WITH ANIMAL GUARD

2.) THE NEW TILE OUTLET SHALL INCLUDE 20 LF OF

TILE UPSTREAM OF THE TILE OUTLET IS ESTIMATED

1.) THE INVERT ELEVATION OF THE EXISTING FIELD

TILE OUTLET I.E. = 782.32

EXISTING AND PROPOSED

STA 119+03

PP 1.dgn 7/20/2010 3:03:33 PM esorensen

A

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PP 2

EXISTING GROUND SURFACE

LAID IN A PARALLEL TRENCH.

AND REPLACE WITH 8" DIA. SOLID PIPE

REMOVE EXISTING 8" DIA. FIELD TILE

LAID IN A PARALLEL TRENCH.

AND REPLACE WITH 8" DIA. SOLID PIPE

REMOVE EXISTING FIELD TILE

112+00 113+00

114+00 115+00

116+00 117+00

.3

.4

.4

.5

.6

.7

.7

.7

.7

.7

.7

.8

.9

.0

.0

.2

.4

.5

.7

.7

.7

.7

.7

.5

111+50 111+75 112+00 112+25 112+50 112+75 113+00 113+25 113+50 113+75 114+00 114+25 114+50 114+75 115+00 115+25 115+50 115+75 116+00 116+25 116+50 116+75 117+00 117+25

N O

D A

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R E

V

IS

IO

N B

Y D

R A

W N B

Y

C H

E C

K E

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J E

F F

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FILE NO.

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C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

11781001

J T

B

-2

-7

-8

-4

-0

F a x -2

-5

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S

IO

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I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

/2

/2

/2

/1

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P -F

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ID

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O R B

PP 2.dgn 7/20/2010 3:03:34 PM esorensen

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PP 3

EXISTING GROUND SURFACE

LAID IN A PARALLEL TRENCH.

AND REPLACE WITH 8" DIA. SOLID PIPE

REMOVE EXISTING 8" DIA. FIELD TILE

LAID IN A PARALLEL TRENCH.

AND REPLACE WITH 8" DIA. SOLID PIPE

REMOVE EXISTING FIELD TILE

106+00 107+00

108+00 109+00

110+00 111+00

.4

.2

.1

.9

.8

.6

.6

.7

.7

.7

.8

.9

.9

.0

.0

.0

.0

.1

.1

.2

.2

.2

.3

.3

105+75 106+00 106+25 106+50 106+75 107+00 107+25 107+50 107+75 108+00 108+25 108+50 108+75 109+00 109+25 109+50 109+75 110+00 110+25 110+50 110+75 111+00 111+25 111+50

N O

D A

T E

R E

V

IS

IO

N B

Y D

R A

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Y

C H

E C

K E

D B

Y

D A

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J E

F F

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FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

11781001

J T

B

-2

-7

-8

-4

-0

F a x -2

-5

M

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E S

S

IO

N

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I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

/2

/2

/2

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C

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S

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ID

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P -F

P E S

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O R B

ID

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E -I S

S U

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O R B

PP 3.dgn 7/20/2010 3:03:36 PM esorensen

101+00 102+00

103+00 104+00

105+00

.3

.2

.2

.1

.1

.8

.4

.0

.9

.9

.0

.0

.0

.1

.3

.4

.6

.9

.3

.6

.0

.8

.6

.4

100+00 100+25 100+50 100+75 101+00 101+25 101+50 101+75 102+00 102+25 102+50 102+75 103+00 103+25 103+50 103+75 104+00 104+25 104+50 104+75 105+00 105+25 105+50 105+75

N O

D A

T E

R E

V

IS

IO

N B

Y D

R A

W N B

Y

C H

E C

K E

D B

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D A

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J E

F F

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FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

11781001

J T

B

-2

-7

-8

-4

-0

F a x -2

-5

M

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E S

S

IO

N

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I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

/2

/2

/2

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S

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ID

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P -F

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O R B

ID

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S U

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O R B

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PP 4

0 10 20 40

EXISTING GROUND SURFACE

FPE EASEMENT

C T H G

SOLID PIPE

REPLACE WITH

REMAIN IN PLACE

EXISTING TILE TO

C T

H G

NOTES:

STA. 101+81

LAID IN A PARALLEL TRENCH.

AND REPLACE WITH 8" DIA. SOLID PIPE

REMOVE EXISTING FIELD TILE

LAID IN A PARALLEL TRENCH.

AND REPLACE WITH 8" DIA. SOLID PIPE

REMOVE EXISTING 8" DIA. FIELD TILE

EXISTING INVERT FOUND AT STA 101+81.

EXISTING INVERT FOUND AT STA 119+03 AND THE

PIPE, LAID AT A UNIFORM SLOPE BETWEEN THE

2.) THE REPLACEMENT PIPE SHALL BE AN 8" DIA. SOLID

TILE UPSTREAM OF THE TILE OUTLET IS ESTIMATED.

1.) THE INVERT ELEVATION OF THE EXISTING FIELD

END TILE REPLACEMENT

STA. 101+81

PP 4.dgn 7/20/2010 3:03:37 PM esorensen

I S ta

.3

P I S ta

.6

3 P I S ta

.7

P I S ta

.2

E O

P S ta

.9

210+00 211+00

.0

.0

.0

.9

.9

.9

.9

.3

.7

.1

209+50 209+75 210+00 210+25 210+50 210+75 211+00 211+25 211+50 211+75 212+00 212+25 212+50 212+75 213+00 213+25 213+50 213+75 214+00 214+25 214+50 214+75 215+00 215+25

N O

D A

T E

R E

V

IS

IO

N B

Y D

R A

W N B

Y

C H

E C

K E

D B

Y

D A

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E S

J E

F F

E R

S O

N C

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Y

W I

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

11781001

J T

B

-2

-7

-8

-4

-0

F a x -2

-5

M

O F

E S

S

IO

N

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I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

/2

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PP 5

THOMSEN SITE

STERWALD SITE

FPE EASEMENT

EXISTING DITCH FLOWLINE

WSE = 783.6 ON MARCH 1, 2010

C R

A W

F

IS

H R

IV

E R

EXISTING LEFT TOP OF SLOPE

WETLAND SCRAPE

PROPOSED TOP OF DITCH FILL

STA 211+50 BEGIN DITCH FILL

STATED ON SHEET ST 2.

TREE/BRUSH PILE AS

DITCH #1 FILL

PP 5.dgn 7/20/2010 3:03:38 PM esorensen

A

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F

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H E

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PP 6

THOMSEN SITE

STERWALD SITE

EXISTING LEFT TOP OF SLOPE

EXISTING DITCH FLOWLINE

FPE EASEMENT

WETLAND SCRAPE

WETLAND SCRAPE

PROPOSED TOP OF DITCH FILL

STATED ON SHEET ST 2.

TREE/BRUSH PILE AS

DITCH #1 FILL

P I S ta

.8

P I S ta

.3

P I S ta

.7

204+00 205+00

206+00 207+00

208+00 209+00

.9

.9

.9

.0

.0

.0

.1

.1

.1

.2

.2

.1

.1

.1

.1

.1

.0

.0

.0

.0

.0

.0

.0

.0

203+75 204+00 204+25 204+50 204+75 205+00 205+25 205+50 205+75 206+00 206+25 206+50 206+75 207+00 207+25 207+50 207+75 208+00 208+25 208+50 208+75 209+00 209+25 209+50

N O

D A

T E

R E

V

IS

IO

N B

Y D

R A

W N B

Y

C H

E C

K E

D B

Y

D A

T E

E S

J E

F F

E R

S O

N C

O U

N T

Y

W I

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

11781001

J T

B

-2

-7

-8

-4

-0

F a x -2

-5

M

O F

E S

S

IO

N

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E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

/2

/2

/2

/1

C

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ID

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N /S

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PP 6.dgn 7/20/2010 3:03:40 PM esorensen

A

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PP 7

0 10 20 40

THOMSEN SITE

STERWALD SITE

EXISTING LEFT TOP OF SLOPE

EXISTING DITCH FLOWLINE

WETLAND SCRAPE

PROPOSED TOP OF DITCH FILL

STA 201+50 END DITCH FILL

DITCH #1 FILL

STATED ON SHEET ST 2.

TREE/BRUSH PILE AS

END DITCH FILL

STA. 201+50

B O

P S ta

.0

P I S ta

.5

P I S ta

.1

201+00 202+00

203+00

.4

.4

.3

.3

.3

.2

.2

.2

.1

.1

.1

.0

.0

.0

.0

.9

198+00 198+25 198+50 198+75 199+00 199+25 199+50 199+75 200+00 200+25 200+50 200+75 201+00 201+25 201+50 201+75 202+00 202+25 202+50 202+75 203+00 203+25 203+50 203+75

N O

D A

T E

R E

V

IS

IO

N B

Y D

R A

W N B

Y

C H

E C

K E

D B

Y

D A

T E

E S

J E

F F

E R

S O

N C

O U

N T

Y

W I

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

11781001

J T

B

-2

-7

-8

-4

-0

F a x -2

-5

M

O F

E S

S

IO

N

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E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

/2

/2

/2

/1

C

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S

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ID

T H

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S E

N /S

T E

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A L

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P -F

P E S

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/0

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R

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S U

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O R B

ID

/2

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R

E -I S

S U

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O R B

PP 7.dgn 7/20/2010 3:03:41 PM esorensen