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Home My WebLink About002-940-26-5706-CUP-2008-028E kf \ rc�s aoo1 L ORDINARY HIGH WATER MARK - 1287.02 (STAINED LINE ON BOULDER) 0 60 120 240 SIZE FOR UNITS 1-4 & 19-21 ARE 90 FEET WIDE BY 40 FEET DEEP SIZE FOR UNITS 5-18 & 22-29 ARE 60 FEET WIDE BY 60 FEET DEEP JAL UNIT LOCATIONS ARE DENOTED BY: 0Nrt zx INED WETLAND AREAS - 1,082,123 S.F 2485 ACRES N2 FORCE MAIN LIFT STATION/ COLLECTION TANK ® FILL AREAS RELOCATED DIKE RELOCATED CULVERTS AND WEIRS 5828 PROJ. NO T E C D E S R 1 \ ARNT LANE EAU CUM EDW 54 Ol PH 715-552-0330 GENE SKILLE CRANBERRY MARSH CRANBERRY RIDGE, LLC ozss—zDuwc 0255 YOUR SITE SPECIALIST FX715-552-0332 DEVELOPMENT PLAN HAYWARD, WISCONSIN EMAIL TEC@TECDESIGNINC.COM 04-0-07 V ATF RFvj-jr) c� RA TE ESIGIVCHECK TECHNICAL ENGINEERINGCONCEPT58DESIGN 1 1 U) N 7 Y GRINDSTONE LAKE PROPOSED RR-1 jIj. 000< JI UNIT S IMIT ... i 1 § CONDO ASSOCIATION r �f i ST0.ACE FAVLh- E)C I ST I N G RR-1 r..C.. C'T&i PROJ. NO, T E C DESIGN 0255 YOUR SITE SPECIALIST TECHNICAL ENGINEERING CONCEPTS & DESIGN 5828 ARNDT LANE EAU CLAIRE, WI 54701 PH 715-552-0330 FX 715-552-0332 EMAIL TEC@TECDESIGNINC.COM GENE SKILLE CRANBERRY MARSH PROPOSED REZONE NORTH 6o 120 240 NOTES j PAD SIZE FOR IJrnr 7-; G 19-21 ARE 9O FEE? WADE BY 40 FEET -DEEP 2) PAD SIZE FOR UNITS 5-16 & 22-23 ARE 60 FEET WIDE EY 60 FEET DEEP 3) ACTLIAL UNIT LOCATIONS ARE DENOMO B' LLNAT 4) ^-002NED WETLAND AREAS m 1.002,123 S.F 2485 ACRES FORCE MAIN UFT STATION/ COLLECTION TANK FILL AREAS of RELOCATED DIKE RELOCATED CULVERTS AND WEIRS CRANBERRY RIDGE, LLC HAYWARD, WISCONSIN DWG NAME 0255-ZONING DATE Da-01-07 2 ORDINARY HIGH WATER µAR% a 128T, 02 H411f11'ICR 4$67.4Z 1' Z �E blt �'� � IOlLCE7t� s AREA 1 y?—� AREA 2 ,� AREA 3 J r Grindstone Lake 175 FOOT SETBACK FROM OHW �— AREA 4 NORTH AREA 5 AREA 6 Q d NOTE: ILOT XX DENOTES APPROXIMATE HOUSE LOCATION ON LOT I: PROPOSED MITIGATION BANK !� /—311,848 S.F. (7.}6 ACRES) i I 72222 60 uo f. PROJ. NO. TEDESIGN 5828 54101 GENE SKILLE CRANBERRY MARSH CRANBERRY RIDGE, LLC DWG NAME 5 �/ EAU CLAREDWI PH 775.552-0330 PROPOSED FILL PLAN - NO INLET/OUTLET FILL ozss-xs D255 YOUR SrrE SPECIALIST Fx715-552-0332 r ALONG LAKE FRONTAGE HAYWARD, WISCONSIN DATE % AT R vl 0 ) AFTE D_SI�N .4 C TECHNICAL ENGINEERING CONCEPTS & DESIGN EMAIL TECOTECDESIGNINC.COM OS-04—O6 ORDINARY HIGH WATER % MARK : 1287.02 (STAINED LINE ON BOULDER) AREA 1 esm AREA 2 �&ACCDIKE ESSGrindstone Lake -A® NORTH FILL BY AREA; �REQUIREMENTS FAANEA 1 17418 S.F. 0.40 ACRE AREA 2 BB93 S.F. 0.20 ACRE AREA 3 2204 S.F. 0.05 ACRE AREA 4 8389 S.F. 0.19 ACRE AREA 5 2966 S.F. 0.07 ACRE AREA 6 901 S.F. 0.02 ACRE TOTAL _ 40769 S_F — _0.94 ACR MITIGATION REQUIRED AT I.&I RATIO IS 1.55 ACRES AREA ¢ AREA 3 PROPOSED MITIGATION BANK CONTAINS 390,481 S.F. (8.96 ACRES) MITIGATION AREA OF DIKE REMOVAL DIKE A 13464S.F. 0.31 ACRE DIKE B 26 40 0 S.F. 0.61 ACRE AREA 5 •I TOTAL 39873 S.F. 0.92 ACRE F• , I' _ AREA 6 00 12 0 PROJ. NO. TE DESIGN 5B2BARNDT LANE LA EAUCIAIRE. NE GENE SKILLE CRANBERRY MARSH CRANBERRY RIDGE, LLC DWG NAME PH 715-552-0330 REVISED FILL PLAN ozss—xs 0255 YOUR SRESPECIALIST -0332 EMAIL TECOTECDESIGNINC.COM PER MEETING ON 9-14-06 HAYWARD, WISCONSIN DATE U A7 REVISIONS A S N �l �K TECHNICAL ENGINEERING CONCEPTS 3 DESIGN 07-22-06 attad 09/29/2006 1100t12 SOIL TYPE IS SANDY GRAVEL ORDINARY HIGH WATER MARK - 1287.02 (STAINED LINE ON BOULDER) GRINDSTONE LAKE AREA 7 (NOT WETLAND FILL) FILL TO 1291.00' 1 1 NORTH 60 20 "° NOTES: 1) PAD SIZE FOR UNITS 1-4 & 19-21 ARE 90 FEET WIDE BY 40 FEET DEEP 2) PAD SIZE FOR UNITS 5-18 & 22-28 ARE 60 FEET WIDE BY 60 FEET DEEP 3) WETLAND FILL REQUIREMENTS IN PREVIOUSLY CONVERTED UPLANDS BY AREA: MITIGATION REQUIRED AT 1 5: 1 RATIO IS 078 ACRES 4) LAKE BED FILL: 2,204 S.F- 0,05 ACRES (AREA 3) APPRX. 400 C-Y. 5) ACTUAL UNIT LOCATIONS ARE DENOTED BY: IIJNIT XM 6) PROPOSED MITIGATION BANK CONTAINS 390,4BI S.F. (8.96 ACRES) MITIGATION AREA OF DIKE REMOVAL: DIKE A 13464S F- 0-31 ACRE DIKE B 26409 S.F 0.61 ACRE TOT AREA 5 0 AL 39873 S.F. 0.92 ACRE AREA 6 'WE1L'AHD AREA /1 `r, ;j�.�•} l r WETLAND AREA 02 a. o P N' DRAINOFlELOAREA _� .` I' � •` � .-_. ...--, �•. I.I ��':J ` .�'•.,`f `. E .�: .. i�i �'il2 I .., .�... •' `I jr I• (PRIMARY AND I' �j� - �aL• 1 � ' REPLACEMENT) - ~'11� rT C♦� 111 I CONDO ASSOCIATION �>~-..�- �' ,---` •'_ -. .. ._�•-',r::,-, .d s N STORAGE FACULTY- .'' ; .r�''`;�. `;:.�:�_ ; ..' _ -'' i 1 • •'n.�• � �: . ; . j : r - (L' � Al(LU Jig 1 ,-G �} Q ` • } � FORCE MAIN J + f• t��,� ', 'I f 1 i -' • • ""� O LIFT STATION/ COLLECTION TANK I • w. �. '- • - - • ••, ® FILL AREAS LU RELOCATED DIKE CA I -"= - _ _ _, _•r^'�- RELOCATED CULVERTS AND WEIRS „ 3 1.. I - - Nei~ '. •f" �- - .. cm _LD QT N T E C DESIGN U C AIRE, LANE GENE SKILLE CRANBERRY MARSH -I C DWG NAME N PROJ. N0. EAUCU\IRE,WI54701 CRANBERRY RIDGE, 0255-opc:or 2'. E PH 715-552-0330 PROPOSED SANITARY SYSTEM d 0255 YOUR SITE SPECIALIST FX715-552-0332 AYWARD WICG^vnC�) A vi LAT REIVONS A N K TECHNICAL ENGINEERING CONCEPTS & DESIGN EMAIL TEC@TECDFSIGNINC.COM 01-17-07 D•-2c-07 O N ORDINARY HIGH WATER rMARK - 128702 (STAINED LINE ON BOULDER) GATED ACCESS FOF EMERGENCY ENTRANCE ONL1 IIZE FOR UNITS 1-3 80 FEET MADE BY 40 FEET DEEP SIZE FOR UNITS 20-22 ARE 50 FEET WIDE BY 40 FEET DEEP SRE FOR UNITS 4-19 k 23-28 ARE 55 FEET N OE BY 60 FEET DEEP AL UNIT LOCATIONS ARE DENOTED BY: UNIT K VED WETLAND AREAS - 1,082.123 S.F. 24.85 ACRES FORCE MAIN QS LIFT STATION/ COLLECTION TANK PROJ. N0, 0255 TEC DESIGN SB28AIRE, LANE EAPH 715-552- 54701 PH 715-552-0370 YOUR SITE SPECIALIST F%715-552-0332 TECHNICAL ENGINEERING CONCEPTS & DESIGN EMAILTEC@TECDESIGNINC.COM GENE SKILLE CRANBERRY MARSH DEVELOPMENT PLAN - REVISED 5-9-07 PER TOWN OF BASS LAKE PLANNING COMMISSION INPUT CRANBERRY RIDGE, LLC HAYWARD, WISCONSIN DWG NAME 0255-ZONING lNin DATE 04-01-07 nAT reran'I., a -. SILT FENCE C210 TOE OF BANK 4" TOPSOIL DRAIN SITE AWAY FROM LAKE y 1% SLOPE EROSION MAT . .� L4 4y4 y1--Ly �yyyU y yJ.7 C220 � yE- EXISTING SANDY/GRAVEL GEOTEXTILE FABRIC FILL FROM UPLAND AREA ON PROPERTY (NO EXCAVATION) SILT FENCE / r C210 t TOE OF FILL SLOPE TYPICAL FILL CROSS SECTION -EAST END NOT TO SCALE TOP OF BANK 4' TOPSOIL r� 1.0 FT. INSTALL WASHED RIP RqP ALONG E. SLOPE TO +/- 12B0' O.H.W. EL +/- 1287' TOE OF FILL SLOPE GEOTEXTILE FABRIC EXISTING LAKE BED INTEGRATED SEED/MULCH WOODED MATTER O.H.W. EL. +/- 1287' EXISTING LAKE BED \ 1293.00 8 F-t 4' MOSaL 2 GEOTEXTILE FABRIC FILL MATERIAL FROM REUOVAL OF DIKE -A- NOT TO SCALE SILT FENCE C210 TOE OF BANK — DEPRESS 1 FT FOR RAIN GARDEN INSTALLATION 4" TOPSOIL DRAIN SITE AWAY FROM LAKE �— EXISTING GROUND '41 EXISTING SANDY/GRAVEL. FILL FROM UPLAND AREA ON PROPERTY EXCAVATE PEAT (1-2 FT) TO UNDERLYING SAND/GRAVEL SOIL TYPICAL FILL CROSS SECTION -WEST END +/- 128100 EROSION MAT J.7 C220 SILT FENCE C210 NO MOW FINE FESCUE _PEOES IXIANIIilES VACCI NIUM ® ANGUSTIFOLIUM (8) 2� ,$ MYRICA CALE (4) ��MMMyyyyy" S._ _ 18 TOTAL TREES PER UNIT NA71VE SEED MIX 0 CORNUS STOLONIFERA (3) 0 VIBURNUM TRILOBUM (3) APPROX 50' A VA A+Qyl D5E CORBIOOR VA F 3'o i.3''WW`)) VF yq USE WRRTDMIR O No wCrW FINEII FENCV�UE (200LBS/ACRE � E �,,]): L �/ �. ��✓ r ti� .. KMrl�MOWRNE (200LBS /ACRE 1291Y T12P'OF 9ANx kn r }Ze ]' 0/1WM r NDTES: USE ONE PLANTING UNIT BETWEEN PIERS/USE CORRIDORS LAKE -USE ONE PLANTING UNIT FOR EVERY 50' OF SHORELINE WITHOUT PIERS/USE CORRIDORS -REFER TO FIGURE 2 FOR TREE SPECIES LAYOUT LAKE SHORE RESTORATION DIKE DETAIL FIGURE 1 NOT TO NOT TO SCALE NOT TO SCALE T E DESIGN U C AIR,, LANE PROD. NO EAPH7A5-552- 54701 GENE SKILLE CRANBERRY MARSH PH 715-552-033D ozss YOUR SITE SPECIALIST FX715-552-0332 DETAILS OF FILL REQUIREMENTS TECHNICAL ENGINEERING CONCEPTS & DESIGN EMAIL TEC@TECDESIGNINC.COM RF i N AF ES1G "HECK m TYPICAL PLANTING UNIT CRANBERRY RIDGE, --C ;AYWARD, WISCONSIN OWC NAYr f DETAILS 0� 01-2s-07 XI SILT FENCE $ILi FENCE U REI FT. FOR RN O4E C210 C210 � GAINSiaLLaTIav GARDEN TOE OF BANK 4' TOPSOIL L GRAIN 511E AWAY FAON LAKE IA AOPE� EROSION MAT 'r 1fL- 4L-1-'Iy-Ly 4L'w N y. LJ./ C320 �L TOE OF BANK y TOPSOIL DRAIN SIZE AWAY FROM LAKE 1; SLDPL E415TIN1: �IOUNo EROSION NAT �•%� C22G TOE OF BANK I 1 E SUNG SANDY/GRAVEL CEOIE%PLE FABPoC -. ••••-::.'•: ••';::-:=.5'-•::•J• `-•: •;.• C210 NOTES: .. FILL !ROW IYL�XO AREA ON PROPERTY (NO E%CavATION) SILT FENCE C210 j SILT FENCE C210 1) RE-ESTABLILI BNFFLB ZONE PER SAWYEN COUNTY LAND AND WAZER CON RVATNIN GUIDELINES AS FOLLOWS IHM IL•/' 12 • TOE OF FILL SLOPE OH W EL A/- 12B]' FILL FROu UPLAND AREA ON PROPERTY l EXCAVATE PEAT(1-2 FT.) TO J LAKE RED E%ISTINC UNOEPLWNG SANG/TRAVEL SqL _ _ - qRW. EL P 0- 12Bi .. MINIMUM SPECIFICATIONS CANOPY SHRUBS (TREES, SHRUBS. CR Np YE REQUIREMENT$ 7 �LFNS TckS55Y' (SIZES AT THE DESCRETION OF THE DEPT FREES SHRUBS 40 FT.(Z) OR COVER A FT.(21 R t pF ,T_ U SPEaE% TREES 2 SHRUB$ 2 U. COVER B No OMI 0 E0 R 2) SPEO[S SELECTED SHAY M TCLWNr OF ORY COINOIP.ONS, SUN, AND SANDY UR MNryTHNi PER $AWVEe COUNTY L11CD REL-QN MENDED PLAN11N0 A[�Uw[NF)NIS. ]) SEED MIX SHALL BE STABILIZED PER EROSION CONTROL MAT AND MULCHING AS REQUIRED IN PLANS TYPICAL FILL CROSS SECTION -EAST END TYPICAL FILL CROSS SECTION -WEST END BUFFER ZONE PLANTING DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NO NOW FINE ® VACCINIUN g` ( NQES' FESCUE ANGUSTIFGUUM M (B) �j mICA GALE (4) SHpJe mECIEs ruAunnes I) EROSION CQI1R0. BLANKET TO BE USED ON SLOPES �1® cREA1ER mAII lax BLAMKR M A[ 'NNEEB-FKR. u 1wAl Nuts PEB uNlr _ EA, _ NA nVE SEED CORNUS O WBURNUM A Ps t � � WEED -AS STWHB RG 111PCALS AUA ROND MI% STOLONIFERA (]) TgILOBUM (]) pROCE01PE5 ' APPROX 50• - BP T', pgpg 2) NULCII M 0E AMMEB $CB01 iMAI B0-BOx M GROUND HNnvE SEED ula y� MIJLtH 0 BE WFiOM2 is � RfE SiRik �Le�tre �UTTLC BLuC AI VA ...sue TAIL[ -MSC. FOURI-J tiM .qF ¢ls�l) SPECIES NEN 'S� SM W. WACH MAT MOT BE 'HTOpOBEEOW APPRO% 4 RANKS ter- PSAHWMG LNX , IN C4RICURA OON V dw OF TREES �5 Bi 9LOR[LpIC ON FILM S[[ 1/1 N VA C 1;rf2' yA VA Btr USE ORKICICHrLA"F�IP" SO iK SE[OE6 YAIH LLq CORRuGq .1 r"�` A ar VA USE CO DBOCA A NNPVE SEED Jlx. E t. ). m r cperlrc pUANOTY -y5E ONC(I] TLNIIWG UNIT FOR "AV w ff �. NO + AW 'r S 1 YA s17 ww NNE Ar F- ACER RUBRUM :0 To -SUB KN OKr CA RS IRpICA RGi 1p BE SC[Of11 MWAnVE F20W95 ACRE i w 1JJ� Bp - BETUU PAPM FERA 20 1 I I {yODLBS.JApgE Ps - PINU$ SPIOBUS 32 A, SEE) OUERCUS RUBRA IB B. sc[o MIX MTH MULCH n1UJA OCaoENTAus Lo 74 IIMFS p~r� i+ I W;�J 94 TOTAL vN t s SEED MI% WIN E.OR C. FOR ENTIRE SHORELINE ON SLOPES GREATER •�/ I J ps 1HAN lOx SEED MI% N1TN EC." ON SLOPES GREATER 01 THAN IOK 12yy TOP-'Ol RANK ONE PLANTING IPPT Tb P. 12M t/- A PIER& LIVE RANTS/SHRUBS T 11Bi1 PIH4 NOTER, 0, -USE ONE PLANTING UNIT BETWEEN PIERS/USE CORRIDORS, Ps LAKE -USE ONE PLANTING UNIT FOR EVERY 50 OF SHORELINE Bp 12BT +/- WITHOUT PIERS/USE CORRIOGRS T. -REFER TO FIGURE 2 FOR TREE SPECIES LAYOUT PV ]2. R� 35' EHOW.INE VEMAINA PROTECTION ZONE 6 FIGURE I TYPICAL PLANTING UNIT FIGURE 2 TREE SPECIES AND PLANTING UNIT LAYOUT v Ps i1FA1RE 3 TYPICAL CROSS SECTION HOT TO SCALE NOT TO SCALE NOT M SCALE Ti rO ':7 2 Q [Fl [V CO In CID TO BE REMOVED O EV {n t/ 'InQA NON AREA - e- O ry7 J a DIKE "A" AND "B" REMOVAL DETAIL a NOT TO SCALE Un us n TEC DESIGN 5028 ARNDT LANE PROJ NO EAU CIAIRE, WI 54701 � DWG NAME O1 PH715-552-0330 GENE SK LLE CRANBERRY MARSH CRANBERRY R:,,'GE, LLC .E-aLS 0 0255 YOUR SITE SPECIALIST Ex715-552-0332 DETAILS OF FILL REQUIREMENTS JAYWARD, WISCONS.N I �- EMAIL TEC@TECDESIGNINCCOM ''A'•.` IV0 A yl IRAFTE ESI GN HECK TECHNICAL ENGINEERING CONCEPTS IS DESIGN 0'-25-07 g