WILLOW BROOK STREAM MANAGEMENT PLAN

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1 LEGEND FEATURE EXISTING PROPOSED SILT FENCE SF SF SF CONSTRUCTION FENCE CF CF CF DELINEATED WETLAND W/D W/D WATERLINE/SHORELINE OVERHEAD ELECTRIC LINES E-O BURIED ELECTRIC LINES FIBER OPTIC LINES GAS LINES PIPELINE OVERHEAD TELEPHONE BURIED TELEPHONE E-U FO G PL T-O T-U GOVERNING SPECIFICATIONS THE EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING FIELD MANUAL FOR TEMPORARY CONTROL ZONE LAYOUTS. TELEPHONE MANHOLE TELEPHONE CABLE PEDESTAL OVERHEAD CABLE TV T-U T-U TV-O T T PROJECT LOCATION BURIED CABLE TV TV-U TV CABLE PEDESTAL TV-U T V BARBED WIRE FENCE X X X X X X X X X X X X X X X X X X CHAIN LINK FENCE STOCKADE/WOOD FENCE GUARD RAIL Plot Date: // Drawing name: X:\Clients_WD\_CMWD\7_Willow_Brook_Stream_MP\9_GIMS_ProjectName\dwg\ProposedConditions.dwg CENTER LINE ROADWAY CENTER LINE RAILROAD SANITARY SEWER LINE SANITARY SEWER FORCEMAIN SANITARY SEWER MANHOLE STORM SEWER LINE STORM SEWER STORM SEWER FORCEMAIN STORM SEWER MANHOLE WATERMAIN WATERMAIN MANHOLE HYDRANT WATER VALVE FM FM FM FM S FM FM FM FM D W WV S D W WV EXISTING UTILITIES THE LOCATION OF UNDERGROUND FACILITIES AND/OR STRUCTURES AS SHOWN ON THE PLANS ARE BASED ON AVAILABLE RECORD AT THE TIME THE PLANS WERE PREPARED AND ARE NOT GUARANTEED TO BE COMPLETE OR CORRECT. THE SUBSURFACE UTILITY INFORMATION SHOWN IS UTILITY QUALITY LEVEL D, AS DETERMINED USING THE GUIDELINES OF "CI/ASCE 8- STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES 7 HOURS PRIOR TO CONSTRUCTION TO DETERMINE THE EXACT LOCATION OF ALL FACILITIES AND TO PROVIDE ADEQUATE PROTECTION OF SAID UTILITIES DURING THE COURSE OF WORK. CONSTRUCTION NOTE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO MAINTAIN OPERATION OF EXISTING UTILITIES THROUGHOUT THE DURATION OF THE PROJECT. IN THE EVENT THAT AN INTERRUPTION OF SERVICE IS UNAVOIDABLE IN ORDER TO COMPLETE THE WORK, CONTRACTOR SHALL PROVIDE ADEQUATE NOTIFICATION TO ALL AFFECTED BUSINESSES A MINIMUM OF WORKING DAYS IN ADVANCE OF ANY INTERRUPTION. GOPHER STATE ONE-CALL IT IS THE LAW THAT ANYONE EXCAVATING AT ANY SITE MUST NOTIFY GOPHER STATE ONE CALL (GSOC) SO THAT UNDERGROUND ELECTRIC, NATURAL GAS, TELEPHONE OR OTHER UTILITY LINES CAN BE MARKED ON OR NEAR YOUR PROPERTY BEFORE ANY DIGGING BEGINS. A 8-HOUR NOTICE, NOT INCLUDING WEEKENDS, IS REQUIRED. CALLS CAN BE MADE TO GSOC AT -8-- OR ()-, MONDAY THROUGH FRIDAY (EXCEPT HOLIDAYS) FROM 7 A.M. TO P.M. DESIGN BY MJM LOCATION MAP -- PROJECT LOCATION DRAWN BY KDC HENNEPIN SCOTT ANOKA RAMSEY DAKOTA WASHINGTON WISCONSIN NO SCALE PROJECT LOCATION CLIENT PO BOX 88 SCANDIA, MN 7 ENGINEER EMMONS & OLIVIER RESOURCES, INC. HALE AVENUE NORTH OAKDALE, MINNESOTA 8-7 TELEPHONE: () FAX: () 77- eorinc.com PO BOX 88-7 SCANDIA, MN 7 SHEET OF 7 SHEETS

2 INCORPORATE AND SECURE A MINIMUM OF LOGS INTO BANK TOE MIN. " DIAMETER, MIN. 8' LENGTH, ANGLES AND ALIGNMENT VARY; AS DIRECTED BY PROJECT ENGINEER IN THE FIELD TYPICAL CROSS SECTION FLOODPLAIN BANKFULL STAGE BASE FLOW STAGE : SLOPE ' ROCK PLACED MINIMUM.' ABOVE BASE FLOW STAGE DRIVE LOGS MIN. FT INTO BANK INSTALL HAND PLACED FIELDSTONE CLASS III AT LEFT AND RIGHT BANK TO MAX ' WIDTH AT TOE BASE FLOW STAGE WIDTH VARIES ' HAND PLACED FIELD STONE CL III ALONG TOE OF SLOPE BURY ENDS OF DOWNWARD SLOPED LOGS MIN. " INTO EXISTING STREAM BED TOP BANK ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) TOE OVERLAP END JOINTS MINIMUM OF " AND STAKE OVERLAP AT ' INTERVALS. / / DIRECTION OF FLOW SINGLE SEAMLESS HORIZONTAL SECTION." BANKFULL STAGE UNIFORM SLOPE BANKFULL WIDTH NO GAPS BETWEEN EXCAVATION REQUIRED FOR BOULDER PLACEMENT Plot Date: // Drawing name: X:\Clients_WD\_CMWD\7_Willow_Brook_Stream_MP\9_GIMS_ProjectName\dwg\ProposedConditions.dwg DEAD STOUT STAKES INSTALLED ' O.C. ALONG SEAMS * SEED BANK AND SLOPES WITH STATE MIX -. INSTALL TYPE MULCH MATERIAL UNDER EROSION CONTROL BLANKET AT A RATE OF TON PER ACRE. ANCHOR TRENCH. DIG " X " TRENCH. LAY BLANKET IN TRENCH. STAKE AT ' INTERVALS. BACKFILL WITH NATURAL SOIL AND COMPACT. BLANKET LENGTH SHALL NOT EXCEED ' WITHOUT AN ANCHOR TRENCH DEAD STOUT STAKE OVERLAP LONGITUDINAL JOINTS MINIMUM OF " ' " " " NOTES: ) SHALL BE DERIVED FROM OAK SPECIES OR APPROVED EQUAL. ) DRIVE TO " ABOVE GRADE OR CUT OFF STAKE AT " ABOVE GRADE. ) DEAD STOUT STAKES USED IN CONJUNCTION WITH ALL DeKoWe EROSION CONTROL BLANKET APPLICATIONS. ) DEAD STOUT STAKES MAY BE USED IN OTHER INSTALLATIONS. -- DESIGN BY MJM DRAWN BY KDC PO BOX 88-7 SCANDIA, MN 7 SHEET OF 7 SHEETS PROFILE BANKFULL STAGE CROSS SECTION FOOTER - OFFSET WITH TOP TO CREATE RUNNING BOND NOTES FLOW DIRECTION PLAN ) SINGLE VANE MATERIAL SHALL BE CLASS III FIELD STONE. ) POSITION OF SINGLE VANE TO BE APPROVED BY PROJECT ENGINEER. - " MIN ROCK VANE KEYED INTO BANK MINIMUM LENGTH - " FROM EDGE OF BANK

3 Plot Date: // Drawing name: X:\Clients_WD\_CMWD\7_Willow_Brook_Stream_MP\9_GIMS_ProjectName\dwg\ProposedConditions.dwg HIGHWAY ' X.7' ARCH CMP ROCK PILE WEIR ROCK PILE TH STREET N SHEFFIELD LANE N ROCK PILE & + + SHEFFIELD LANE N OUTLET INTO +9 + ST CROIX RIVER BOULDER WEIR WEIR ROCK PILE & SCANDIA, MN 7 SHEET OF 7 SHEETS PO BOX WEIR 9+

4 Plot Date: // Drawing name: X:\Clients_WD\_CMWD\7_Willow_Brook_Stream_MP\9_GIMS_ProjectName\dwg\ProposedConditions.dwg STA + TO ' X.7' ARCH CMP CREATE SINGLE VANE ON LEFT BANK WOOD HABITAT REPOSITION INSTREAM TO TO BYPASS BYPASS VANE ON RIGHT BANK TO REPOSITION ROCK PILE TO CREATE SINGLE STA +7 TO 7+ STA + WOOD TO LEFT BANK TOE IN POOL REMOVE. HABITAT IN POOL STA +7 STA STA STA 9+ TO ' x.7' Arch CMP 7 7 STA =+7. INV = 7. OVERFLOW WEIR STA =+. APPROX. INV = 7.7 RIGHT TOP OF BANK 7 LEFT TOP OF BANK 7 STREAM THALWEG WATER SURFACE SCANDIA, MN 7 SHEET OF 7 SHEETS PO BOX 88 9 VANE ON LEFT BANK TO REPOSITION ROCK PILE TO CREATE SINGLE STA + STA + REPOSITION ROCK PILE TO CREATE SINGLE VANE ON RIGHT BANK TO STA +

5 Plot Date: // Drawing name: X:\Clients_WD\_CMWD\7_Willow_Brook_Stream_MP\9_GIMS_ProjectName\dwg\ProposedConditions.dwg VANE ON RIGHT BANK PILE TO CREATE SINGLE TO BYPASS TO RIGHT BANK TOE + + REPOSITION ROCK 8 8+ STA + STA 7+ + BYPASS 8 VANE ON RIGHT BANK TO REMOVE BOULDER WEIR REPOSITION ROCK PILE TO CREATE SINGLE CREATE SINGLE VANE ON LEFT BANK STA + REPOSITION INSTREAM TO TO BYPASS " CLAY STA + TO + REMOVE AND STA + 9 TO RIGHT BANK TOE REMOVE ALONG LEFT BANK TOE 9 STA 8+ STA + REAM OVERFLOW WEIR STA =+.8 APPROX. INV = 78.7 LEFT TOP OF BANK 7 RIGHT TOP OF BANK " STA =9+. APPROX. INV = 79.7 OVERFLOW WEIR STA =+9.7 APPROX. INV = STREAM THALWEG " WATER SURFACE 7 STA =+. INV = 7. STA =+9. INV = 7. 7 STA =+. INV = 7. STA =+7.8 INV = SCANDIA, MN 7 SHEET OF 7 SHEETS PO BOX 88 STA +9 STA + TO + STA + TO +8 RESTORE STREAM OUTLET DRAINTILE STA +7 TO + REMOVE DRAINTILE " PVC " CMP STA +7 STA + STA 7+ TO 7+7 STA 9+ TO + REMOVE " DRAINTILE IN POOL REMOVE. WOOD HABITAT TO LEFT BANK TOE STA 9+ STA 9+ IN POOL WOOD HABITAT STA + 9

6 Plot Date: // Drawing name: X:\Clients_WD\_CMWD\7_Willow_Brook_Stream_MP\9_GIMS_ProjectName\dwg\ProposedConditions.dwg + " DRAINTILE BOULDER WEIR " CMP + 7+ LANE N SHEFFIELD STA WOOD HABITAT IN POOL ST CROIX RIVER + OUTLET INTO STA STA 8+ TO " CMP 7 7 STA =+7.77 APPROX. INV = 7. 7 APPROX. INV = 99. STA =8+.7 LEFT TOP OF BANK 7 BOULDER WEIR RIGHT TOP OF BANK STA =7+. APPROX. INV = " CLAY DIVERSION STA =9+. INV = STREAM THALWEG " WATER SURFACE 9 STA =+8.8 INV = 9. STA =+.99 INV = SCANDIA, MN 7 SHEET OF 7 SHEETS PO BOX ORIFICE TO BE.' BELOW BASEFLOW STAGE " CLAY DIVERSION PIPE. INVERT OF INSTALL PERCHED ORIFICE TO EXISTING STA 9+

7 WHITE PINE / PAPER BIRCH / 9 RED PINE / 8 SPRUCE / SPRUCE / WHITE CEDAR / 7 WHITE CEDAR / SPRUCE / RED PINE / 8 SPRUCE / 7 SPRUCE / 7 WHITE CEDAR / WHITE CEDAR / WHITE PINE / SPRUCE / WHITE CEDAR / 8 SPRUCE / SPRUCE / 9 WHITE CEDAR / SPRUCE / 7 SPRUCE / WHITE CEDAR / 8 SPRUCE / SPRUCE / BOX ELDER / WHITE PINE / GREEN ASH / SPRUCE / 9 8 BOX ELDER / 8 BASSWOOD / WHITE CEDAR-CLUMP / WHITE CEDAR / 7 BLACK WILLOW / 8 8 AMERICAN ELM-CLUMP / SPRUCE / WHITE CEDAR-CLUMP / 7 WHITE PINE / 7 SILVER MAPLE / 7 SPRUCE / 7 AMERICAN ELM / 87 SPRUCE / 7 7 WHITE CEDAR / 8 WHITE PINE / 8 AMERICAN ELM / 8 SPRUCE / 8 WHITE CEDAR / 88 8 SPRUCE / 8 WHITE CEDAR-CLUMP / 8 9 WHITE PINE / 9 SPRUCE / 9 BLACK WALNUT / 8 9 BLACK WILLOW / 89 SPRUCE-DEAD / 9 SPRUCE / 9 WHITE CEDAR / WHITE PINE / SPRUCE / 7 BLACK WALNUT / 7 WHITE PINE / 9 BLACK WALNUT / 8 SPRUCE / WHITE CEDAR-CLUMP / SPRUCE / 9 SPRUCE / 7 BLACK WILLOW / 9 SPRUCE / WHITE CEDAR-CLUMP / 8 WHITE PINE / SPRUCE / SPRUCE / 7 SPRUCE / 9 SPRUCE / WHITE CEDAR-CLUMP / WHITE PINE / MAGNOLIA / WHITE CEDAR / 7 GREEN ASH / 9 9 BLACK WALNUT / SPRUCE / 7 WHITE PINE / SPRUCE / SPRUCE / 7 7 SPRUCE / 9 AMERICAN ELM-DEAD / BASSWOOD / WHITE PINE / SPRUCE / 9 7 SPRUCE / 9 BOX ELDER / 9 SPRUCE / WHITE CEDAR / WHITE PINE / RED PINE / SPRUCE / 7 WHITE CEDAR / 9 SPRUCE / SPRUCE / 9 WHITE CEDAR / 7 SPRUCE / 7 RED PINE / 7 SPRUCE / 77 WHITE CEDAR / 97 SPRUCE / 7 BASSWOOD / 8 8 RED PINE / 8 SPRUCE / 78 WHITE CEDAR / 98 SPRUCE / 8 SPRUCE / 9 SPRUCE / 9 SPRUCE / 9 BLACK WALNUT / 79 COTTONWOOD / 99 MAPLE-CLUMP / 9 SPRUCE / WHITE PINE / 8 RED PINE / BOX ELDER / 8 SPRUCE / SPRUCE / Plot Date: // Drawing name: X:\Clients_WD\_CMWD\7_Willow_Brook_Stream_MP\9_GIMS_ProjectName\dwg\ProposedConditions.dwg -- DESIGN BY MJM DRAWN BY KDC PO BOX 88-7 SCANDIA, MN 7 SHEET 7 OF 7 SHEETS

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