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HomeMy WebLinkAbout032-2037-20-000 (2) ST. R 0 I X COUNTY rnAtiUf 1 me'. It 10/16/2017 Garret & Jennifer Belisle 611 Spring Street Somerset, WI 54025 RE: Conditional Approval: File# LUP-2017-053 Project Address: 651 1701 Ave Somerset, WI Project Location: 10.30.19.616; Town of Somerset Dear Garret and Jennifer Belisle, Community Development staff have reviewed the Land Use Permit application to construct a Single Family Dwelling and to fill and grade greater than 10,000 square feet for the construction of the dwelling, driveway Private Onsite Wastewater Treatment System (POWTS) within the Shoreland Overlay District, Chapter 17.30. The request has been conditionally approved based on the application submission and the following findings: • This property is one continuous 60-acre parcel. Future development requires compliance with the St. Croix County Land Division Ordinance whereas standards may require roadway improvements. • The proposed project is greater than 300 feet from Ordinary High Water Mark (OHWM) therefore, Impervious Surface calculation is not required. • The POWTS installation is approved under State Sanitary Permit #600224; coverage is valid for two yea rs. • An addendum was submitted on 10/13/2017 which included Erosion and Sediment Control plans have been submitted that meet Wisconsin Department of Natural Resources Technical Standards. Based on these findings, approval of the Land Use Permit is subject to the following conditions: 1. General Grading and Erosion Control Notes shall be followed per plan. Community Development shall be notified prior to any land disturbance to verify erosion control has been installed. 2. Permanent vegetation shall be established once final grade is reached or as soon as applicable. 3. St. Croix County reserves the right to require additional sediment and erosion control measures to be installed if found necessary due to site-specific concerns. 4. The maximum structure height shall be 35 feet measured according to Chapter 17.09, Structure Height Measurement. Phone 715.386.4680 Government Center, 1101 Carmichael Road, Hudson, W154016 Fax 715.386.4686 UOk.C01711stC1OLX :>r! t?lrbt r c < ,jct. ; t7 3yint_croix.wi.us AaIIorr ST ROIX ICOUANTY lec>. H3i e.? J ,1ia Flry'ti 117f?C1 ommunity Development Depai lmenl 5. It is the applicant's responsibility to secure any other required local, state or federal permit(s) and approval(s) prior to land disturbance activity. 6. Failure to comply with the terms or conditions above may result in the revocation of this permit by the Zoning Administrator according to Chapter 17.30(13). This approval is subject to the conditions listed above; it does not allow for any additional construction, structures, or buildings beyond the limits of this request. Your information will remain on file at the St. Croix County Community Development Department suite. It is your responsibility to ensure compliance with any other local, state, or federal permitting or regulations, including contacting the Town of Somerset and the Department of Natural Resources to inquire if additional permissions are required. This permit is valid for one year, with the possibility of up to two (Z) six-month extensions if the applicant submits the appropriate permit extension fee and documentation to the Zoning Administrator. A copy of the Land Use Permit placard should be submitted to the local Building Inspector for the town upon application for the building permit. The orange placard must be posted on the job-site and visible from public view. Please feel free to contact me with any questions or concerns; I am typically available Monday- Friday from 8:00 a.m. - 5:00 p.m. Respectfully, Sarah Droher Land Use Technician II cc: File ec: ; Garret & Jennifer Belisle Hartman Homes, Inc. Town of Somerset Clerk enclosure: Site Plan and Erosion Control Notes Phone 715.386.4680 Government Center, 1101 Carmichael Road, Hudson, Wl 54016 Fax 715.386.4686 tNG S:.Ct~✓I ta>j tfi vww-focebO( f. F1t)ltiiC!oixcountywi 1.108cu-saint-croix.M.us - - - - - STE PLAN Jai G2 l➢CwT® Lr PAar aF,~ NYII(sOFTNE NEt/,Alm sr r~ sxu, aP.raE Mv, aP q!y sanox m. TNI, atsw, Tnrnl OF song, n. moa oxrtm, wit. I sr, cRoa ;c•urlr, ~CMMUNITY 0&/ELOPMEPtT O_ LOT 3 - C.S.M. UNPLATTED LANDS \ A V. 17, P. 4545. DOC. #726548 mwzP.rlt I _ nwlssvc I r r Irj l I~ rl r PPOP06®pRNEWAT ~I . ~ J~a t p~ ~1 ~ I ~ ~ I ` '.z 12 VACE- ~11Pt F LFNGIH / ~ , r \ \ I ~ ~v~ \ C WN]U.MWOI.KNr =121e21.S FTF ~ •I'.~ I ~ IY/ `1 ` I ` =,2- ` MewolPla-o.Pr. I ~ ~ iI~•P~+ ~ i ~ < _J REQUEWnM Br. ATMCMD~ P TAA WANnWVE. 9Uf1E i o"llm awiET A.E1FYd Pm~ 7 v auevevwc E01'1BlCRANUM I ' \~,~_r%f,~ PA BO Im SURJE)PQ PIG ~n~ .Pe cm.umm.a.lannwcrnmo„ / - • ~'----~M\ _J ~ \~4 ~c~~ ~ ullulA',A A4 ND SUA ~a-, I - ; tiJ /1 J !ll \icl) Oo ~1 ( 7~ ~ ~ J Lam'', O ~ N Z / 21 w ~ /f~l / UMMISMD pwpomw~y ® R10POsmY1E1l IDfw1gN ( ! J,. . b 5 1 Il~ PROPO®SEPnC SrtE •t .-/ti ! I) ~s 1 - 1 J . I - PROPOSWCULVERrUX ATM 41 FROPOSIMSIMM"TEDAT WLVFIifU]GggN)1J ` r^- ( / / In APPPOXWEVVEnANOIDCAMN - 'O-•~ r---- UNPLATTED LANDS 771PP- ~ a J 1 TIED LS ` J f -MA SCALE BI FEET P = ZW E]a61RA 91ECONp1110NBSFgNNAfE e~aEnm„oPOUw,ac U-- 700 400 samw iI N09fAC1®FrOAST.C COrMUIIWa%TA com'A =TORELD MWYALLOMMO 000M)Oa PRIOR MANY 71115INSifIIMBtf OPAFT1318Yf FLAFK/M oelamaN, Pxuvcnw on mraTPUCwI ACIATIIES coNaAe+ce JOB NO. 17-105 DWG MOS2 DATE: 10/09/17 SHEET 1 OF 2SHEETS • s ST. CRUX C^UN", ;OMMUMITY DEVELOPMENT I GENERAL GRADING NOTES 1. CONTRACTOR SHALL NOTIFY UTILITIESAND HAVE ALL UTILITIES LOCATED PRIOR TO ANY CONSTRUCTION, EXCAVATION OR DEMOLITION ACTIVITIES COMMENCING. 2. EROSION CONTROL DEVICES SHALL BEIM PLACE BEFORE BEGINNING ANY DEMOLITION, EXCAVATION OR CONSTRUCTION ACTIVITIES AND CONTINUOUSLY MAINTAINED. 3. CONTRACTOR TO COORDINATE WI7-1 SMALL UTILTIES. ALL REQUIRE) UTILITY RELOCATION TO AVOID CONFLICTS W[-H PROPOSED GRACING. 4. CONTRACTOR SHALL MECHANICALLY COMPACT ALL TRENCHES UNDER ALL CONCRETE, RAVEL. AND BUILDING AREAS. 5. ALL TOPSOIL, ORGANIC, & JNSUITABLE MATERIAL TO BE REMOVED BEFORE RII MATERIAL IS PLACED. NO ORGANIC, UNSUITABLE, OR FROZEN MAT-RIAL5 TO BE PLACED IN Fill AREAS. 6. CONTRACTOR SHALL SALVAGE AND REPLACE TOPSOIL IN All DISTURBED AREAS. 7. ALL EXCESS & UNSJITABLE MATERIALS TO BE REMOVED FROM THE SITE BY SITE CONTRACTOR AS REQUIRED. 3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING ALL EAR-HWORK QUANTITIES BASED ON -HE EXISTING AND PROPOSED ELEVATIONS PROVIDED ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR COLLECTING ANY GEOTECHNICAL OR SURVEY DATA HE DEEMS NECESSARY TO COMPLETE AN ACCURATE ESTIMATE OF EARTHWORK QUANTITIES. 9. CONTRACTOR SHALL BE SOLEL" RESPONSIBLE FOR BALANCING SITE MATERIALS. IF ON SITE EXCAVATION AND BORROW OPERATIONS DO NOT PROVIDE ENOUGH SUITABLE MATERIAL FOR FILL AREAS, THE CONTRACTOR SHALL COORDINATEAND PAY FOR EXCAVATION, TRANSPORT AND PLACEMENT OF IMPORTED MATERIAL MEETING THE SPECIFICATIONS Of TH'E CONTRACT DOCUMENTS.IF EXCAVATION RESULTS IN EXCESS MATERIALS, THE CCNTRACTOR SHALL PROVIDE AND PA- FOR LOADING, TRANSPORT AND OFFSITE DISPOSAL OF EXCESS MATERIALS. 10. NO TEMPORARY STICK PILES DR CUT MATERIAL SHALL BE PLACED WITHIN STORM WATER DRAINAGE EASEMENTS, BELOW ORDINARY HIGH WATER MARKS, OR WE-ANDS. 11. PRIOR TO ANY SITE GRACING ACTIVITIES, CONTRACTOR SHALL LOCATE AND FLAG SEPTIC LOCATION AREA. SEPTIC LOCATIONS SHALL BE PROTECTED FROM VEHICLE TRAFFIC AND .AND DISTURBANCE. GENERAL EROSION CONTROL NOTES 1. -HE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL DEVICES TO LIMIT EROSION AND SEDIMEN- FROM LEAVING THE SITE. CROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTA.NED IN ACCORDANCE WITH THE 'W ISCONSN DEPARTMENT OF NATURAL RESOURCES TECHN CAL STANDARDS". 2. INSTALL SILT FENCE AS SHOWN ON PLAN OR AS DETERMINED NECESSARY BY CONTRACTOR. 3. INSTALL CONSTRUCTION VEHICULAR TRACKING PAD AT ENTRANCE/EXIT OF PROJECT SITE. 4. ALL DISTURBED AREAS TO BE SEEDED, MULCHED, HYDRO-SEEDED OR SODDED IMMEDIATELY AFTER FINAL GRADES ARE ESTABLISHED ON THE SITE. S. DITCH CHECKS ARE TO BE SEDIMENT LOGS OR APPROVED EQUIVALENT. 6. ALL DISTURBED SLOPES IN EXCESS OF 4:1 SHALL BE SEEDED AND PROTECTED WITH EROSION MAT(WISDOT CLASS ),TYPE AI OR SHALL BE SOCDED AND STAKED OR HYDRO SEEDED AS AN ALTERNATIVE. 7. ALL CONSTRUCTED SW'ALES W;TI- LONGITUDINAL SLOPES GREATER THAN 2.0% SHALL BE PROTECTED WITH EROSION MAT(WI5DOT CLASS I,TYPE 3 3. TEMPORARY SEED SHOULD BE APPL ED, IF CONSTRUCTION EXTENDS PAST SEPTEMBER 1ST, OF ANNUAL RYEGRASS AND OATS AT THE RATE OF S POUNDS PER 1000 S.F. OF AREA AND LEFT OVER WINTER. PERMANENT SEEDING SHALL BE COMPLETED THE FOLLOWING SPRING. IF TEMPORARY 5EEDINC CAN ICT BE COMPLETED BEFORE WINTER FREEZE UP THEN ALL DISTURBED AREAS SHALL BE MULCHED AT A RATE OF 120 POUNDS PER 100 SQUARE FEET AND PERMANENT SEEDING COMPLE IEJ IN THE SPRING. 1 ALL EROSION CONTROL MEASURES SHALL BE LEFT IN PLACE AND MAINTAINED UNTIL REi, ORATION ON SITE I WS BEEN ESTABLISHED (A MINIMUM CF 70% VEGETATION). 10. ANY SOIL STOCKPILES WHICH ARE LEFT MORF THAN 7 DAYS MUST BE PROTECTED BY SEEDING AND MU'_CHING, EROSION MAT. SIC FENCING, COVERING OR OTHER METHODS. THIS DOES NOT INCLUDE FILL OR TOPSOIL PILES THAT ARE IN ACTIVE USE. 11. SITE MONITORING OF EROSION AND SEDIMENT CONTROL PRACTICES FOR MAINTENANCE NEEDS SHALL BE COMPILE TOO AT THE INTERVALS SPECIE] ED UNTIL THE SITE IS STABILIZED. SITE MONITORING SHALL OCCUR A: LEAST WEEK..Y OR WITHIN 24 HOLRS AFTER A RAINFALL EVENT OF 0.5 INCHES OR GREATER. A RAINFALL -VENT STALL BE CONSIDERED TO BE THE TOTAL AMOUNT OF RAINFALL RECORDED IN ANY CON IINUUUS 24 HOUR ~ERICD. MONITORING RECORDS SHALL BE KEPT AND CONTAIN, AT A MINIMUM, THE CONDITION OF THE EROSION AND SEDIMENT CONTROL PRACTICES AT THE INTERVALS SPECIFIED AND A DESCRIPTION OF THE MAINTENANCE CONDUCED TO REPAIR OR REPLACE EROSION AND SEDIMENT CONTROL PRACTICES. 12. OFF -SITE SEDIMENT DEPOSITION RESULTING FROM THE FAILURE OF AN EROSION OR SEDIMENT CONTROL PRACTICE SHALL BE CLEANED UP WITHIN 24 HOURS. DFFSITE SEDIMENT DEPOSITION RESULTING FROM CONSTRUCTION ACTIVITY THAT CREATES 4 NUISANCE SHAI I. RE Cl FAMED UP BYTHE END Of THE WORK DAY. IF THE FAILURE OF EROSION OR SEDIMENT CONTROL PRACTICES RESULT IN AN IMMEDIATE THREAT OF SEDIMENT 'MIER INS PUBLIC SEWERS OR THE WATERS OF THE STATE. PROCEDURES SHALL BE IMPLEMENTED IMMEDIATELY TO REPAIR OR REPLACE THE PRACTICES. SCRAPING OF THE STREET SHALL BE COMPLETED WITHIN 4 TOURS AND STREE- SW EEPING WITHIN 24 HOURS. SHEET 2 OF 2 SHEETS IMM .V cl- E LU E m L m N U) m m CL moo CO 4-- 4) IL 0-100 0 s r+ (D m 12 0 .5.3 ~ V ,,AA V/ • M now mom ■ n m z L- ' ® 40 0 0 c m w } tL? E CL 0 r. now" o ' f a v 0 C _ I RiGIL RFC I LAND USE PERKZST File#: ST C R OIX GC~JUNTY cR ~ l/i'~scarrs~,r N X Use Only Property Owner: d' r SAVlk L1( 5 iS ntractor/Agent: ~AW Mailing Address: 61) ~e9r/ayA ~iY~~ o' "01 Mailing Address: t ~y tad AC-4n" 07- w Daytime Phone: (u'G ) 'I 1 L' G~ I Daytime Phone: V5 Cell:( ) 701 ?A3 Cell:(2-1 E-mail:~Va~~ 1~ Illb~/t!tiv E-mail:1~~!/tGiV 9Wdlc~~P/1~ W Site Address: M11 IN 114 Property Location: Ud~ 1/4, d~ 1/4, Sec. 10 T.- 0 N., R. P? W., Town of Computer#: ~ L) - - 19 -616 Parcel Zoning District (Check one): ❑ AG. ❑ AG. II ❑ RURAL RES. ❑ RESIDENTIAL ❑ COMMERCIAL ❑ INDUSTRIAL Overlay District (Check all that apply): ❑ SHORELAND ❑ RIVERWAY ❑ FLOODPLAIN ❑ ADULT ENTERTAINMENT Type of Land Use Permit Request (Check one): Please refer to the current fee schedule on our website. ❑ Lower St. Croix Riverway District ❑ Wireless Communication Tower (Co-location) 1%-Shoreland ❑ Temporary Occupancy b Signage ❑ Nonmetallic Mining Operation ❑ Floodplain [3 Animal Waste Storage Facility ❑ Grading & Filling, 12-24.9% Slopes ❑ Livestock Facility ❑ Other: ❑ Permit processed in conjunction with a Land Division, Special Exception or Variance State the nature of your request: Zoning Ordinance Reference i I attest that the information contained.ip this app]fcation is true and correct to the best of my knowledge. Property Owner Signature: ; Date ( 0i u. ( ~I Contractor/Agent Signature: v Date Q0-"3'2-0 0 N Complete Application Accepted: By: jctiV';x r2~' Fee Received:[U_~_A!i $ - L Q t Q56 Y LUS0Fax 31- 715-386-4680 St- Croix County Government Center N4MZQR6HA - cd Mco.saint-croix.wi.us 1101 Carmichael Road, Hudson, WI 54016 KZ64 vii.us/cdd xy ARTMAN Hartman Homes Inc. 744 Ryan Drive Hudson, Wi 54016 October 10, 2017 St. Croix County Zoning Department Garret and Jennifer Belisle Property SW NF% of Sec. 1.0, T 30 N., R 19 W. Town of Somerset Hartman Homes Inc. will re-establish disturbed soils using erosion blankets or other approved practices in areas with 12-19% slopes, or other concentrated run-off areas. Some disturbed areas will be established during construction of the driveway as other areas around the home site will be re- established after the foundation is installed and the yard is graded to appropriately direct water away from the home. All work will be performed within the proposed silt fenced area delineated on the drawings. Hartman Homes Inc. will position the home as shown on the proposed drawings and will have the Top of Foundation (TOF) at elevation 1003' which will be 1 ft higher than current grade. The Lowest Basement Opening (LBO) at the walk out level will be 994'; the home is currently drawn with a 9 ft foundation. Some retaining walls will be used at the East and West sides of the walk-out foundation to create a minimal sloping rear yard where the rear yard will have a grade of 993'. If you have any questions or concern lease contact Hartman Homes Inc. at 715-377-1555. Chad Maack V.P. Hartman Homes Inc. RECEIVES r-' Rlvl, SITE PLAN L G.y LOCATED IN PART OF THE NW1/4 OF THE NE1/4 AND IN THE SW1/4 OF THE NE114 OF ST. C ROIX COUNTY SECTM10,TION,R19W,TOWN OF SOPUMSET, ST.auoncmUWy,WEXDFrsul OMMUNITYDEVELOPMENT I c~O I LOT 3 - C.S.M. I UNPLATTED LANDS V. 17, P. 4545, I - , - - - DOC. #726548 I !r - - 1-- -saru" -170TH AVENUE _ _ _ Z SLOPES 30% OR GRFATER I I I 1 1 1 D 25%-29.9% a \ i~ j 209624.9%f') 12%6.19.9% ~t~ rt J PROPOSED DRIVEWAY 1 ~ 12 WIDE - 211(T± IN LENGTH HOUSE FOOTPRINT - 2230 SO. FT. GARAGE FOOTPRINT -1,218 SO. FT. I I / 7 I ; 3> 0 ~c 2; T 3 I 0T 4 REOUESTEO 6Y: 744 RYAN DRIVE SUITE 102 _ I --308.94' JUDSON, WI 54018 I ~ / r OWNERS C GARRET 6 JENNIFER BELISLE << a 611 SPRING STREET / SOMERSET, N 54025 SURVEYOR: EDWIN C FLANUM NORTHLAND SURVEYING, INC. / - ✓ s P.O. BOX 152 BY, WI 54001 AM PH. 715-268-2464~~ ( I . e~ s D C I. Edwin C. Flant„+, P,o wlin Lard Surveyor, hereby ow* 00 this Site Plan was Premed by ma or under rry direct supervision and met It Is ho end coaeu to the best of rry Ieawledee -4 Wi ECrM C. Flamm, P.L.S. #2,87 f if U /0 Ai ~~11111N11/~~ r, ~ ~ ,0 c O N S/N~~~~i l : % ~t =NM Est 1)t tt1 1,-. L'A~i . q~1/p"...» t II A t - 1 LEGEND 22- PROPOSED BUILDING PROPOSED DRIVEWAY ® PROPOSED WELL LOCATION SOIL BORINGS INDICATING ® PROPOSED sEanc SITE SILT FENCE • F E ° I 11 APPROxwwTE WETLAND LOCATION `a t/// I f cn T I ' ~ Mif'447tE 1 ~ t r" UNPLATTED LANDS " ? } UNPLATTED $ j SCALE IN FEET 1e = 200' EXISTING SITE CONDITIONS SHOWN ARE BASED ON TOPOGRAPHIC 0 200 400 INFORMATION OBTAINED FROM ST. CROOK COUNTY LIDAR DATA. CONTRACTOR TO FIEW VERIFY ALL EXISTING CONDITIONS PRIOR TO ANY THIS INSTRUMENT DRAFTED BY EDWIN FLANUM DEMOLITION, EXCAVATION OR CONSTRUCTION ACTIVITIES COMMENCE. JOB NO: 17-105 DWG: MOS2 DATE: 10/09/17 RECEIVED uHI%i~ . SME PLAN OCT 13 2G i I GZ,~~9 LOCATED IN PART OF THE NWI14 OF THE NEI/4 AND IN THE SWI/4 OF THE NEl/4 OF sECrIDN Io, T30N, Ri9w, TOWN of SOMRSET, ST. aeolx CDtINrY, WIgDDII ST. CROIX COUNTY ,OMMUNUY (7 I..0PMFNT O I ~ I LOT3 - C.S.M. I UNPLATTED LANDS V. 17, P. 4545, I C 1- I DOC. #726548 - -rJ 170TH AVENUE - - C C - I- SLOPFS 30% OR GMTEA ; of N , I is h-CC"ICD C 259-29.9% t 209-24.9% I I j 32%-I9.9% ~ I C I {I I _ ' I ti I PROPOSED DRIVEWAY 12 WIDE - 2110s IN LENGTH C I I Q I I HOUSE FOOTPRINT-2,230 90. FT. C ~J I ~'ro I ~~r ` I GARAGE FOOTPRINT -1.218 SO. FT. ° D O1C,f a~~ 2 - T 3 j I OT4 o ~ rI - REQUESTED Erf- MTTMANHOMES F / - CA ATTN: CHAD MAACK 9S 744 RYAN DRIVE, SUfTE 102 I --308.94 JJDSON.VI154o18 ti' I _ riafrn 26 ( OVYNER8 i GARRET & JENNIFER RFI a F C z 611 SPRING STREET SOMERSET. WI 54075 ` Q C -yy SURVEYOR: -1 4~ fir"- a o EDWIN C FUWUM NORTHLAND SURVEYING. INC. O P.O. BOX 152 AMERY, N 54001 A m CA PH. 715,288.2454 www.nardtardsurve/kry.oarn l/ C i, Edwin C. Flerxm, Profeasiond Wfaoonsin Lard Surveyor, hereby cmW 110 this Sde Plan was r ` ° C 3 Prepared by me or wder my dW supervision and / 1111 11 is true and oonect to the beet of b © -.I and ballet reY krowledpe v/ ~ ` ~ v, ; J Edwin C. FTanrm, P.L.S. #2487 \_i C t wAr.x r; Date ++1111 ! 1 / / t oY . Q ~jf V s FM C /C 9,. g , 2 S y Ji L i % Mn t os° ✓ - - - i4 - - - - - /a Pao r~C "cn C a~ Ir IN) z al C O _ CA) Ii CC_ LEGEND I - J PROPOSED BUILDING n i PROPOSED DRIVEWAY TION r I a SS PROPOSED WELL LOCH ® SOIL WRINGS INDICATING 1`- PROPOSED SEPTIc SITE I- I S f a Dy SET FENCE >1l i I fl I .i EROSION MAT 1 e PROPOSED CuLvERr LOCATION (PROPOSED SIZE INDICATED AT r c/3 t CULVERT LOCATION) 76 J APPROXIMATE WETUWD LOCATION t 3~ - LATTED f i LAND U NP S t' - ~ UNPL,ATTED SCALE IN FEET In = 200' I _ EMMNG SITE CONDITIONS SHOWN ARE BASED ON TOPOGRAPHC 0 200 400 INFORMATION OBTAINED FROM ST. CHM COUNTY LIDAR DATA CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDIT1oNS PRIOR To ANY THIS INSTRUMENT DRAFTED BY EDWIN FLANUM DEMOLITION, EXCAVATION OR CONSTRUCTION ACTM11ES COMMENCE SHEET 1 OF 2 SHEETS JOB NO: 17-105 DWG: MOS2 DATE: 10/09/17 RECEIVE ORIGIN L OCT 13 y; ST. CROIX COUNTY ,OMMUNITY DEVELOPMENT GENERAL GRADING NOTES 1. CONTRACTOR SHALL NOTIFY UTILITIESAND HAVE ALL UTILITIES LOCATED PRIOR TO ANY CONSTRUCTION, EXCAVATION OR DEMOLITION ACTIVITIES COMMENCING. 2. EROSION CONTROL DEVICES SHALL BEIN PLACE BEFORE BEGINNING ANY DEMOLITION, EXCAVATION OR CONSTRUCTION ACTIVITIES AND CONTINUOUSLY MAINTAINED. 3. CONTRACTOR TO COORDINATE WITH SMALL UTILITIES. ALL REQUIRED UTILITY RELOCATION TO AVOID CONFLICTS WITH PROPOSED GRADING. 4. CONTRACTOR SHALL MECHANICALLY COMPACT ALL TRENCHES UNDER ALL CONCRETE, GRAVEL, AND BUILDING AREAS. 5. ALL TOPSOIL, ORGANIC, & UNSUITABLE MATERIAL TO BE REMOVED BEFORE Fill MATERIAL IS PLACED. NO ORGANIC, UNSUITABLE, OR FROZEN MATERIALS TO BE PLACED IN Fill AREAS. 6. CONTRACTOR SHALL SALVAGE AND REPLACE TOPSOIL IN All DISTURBED AREAS. 7. ALL EXCESS & UNSUITABLE MATERIALS TO BE REMOVED FROM THE SITE BY SITE CONTRACTOR AS REQUIRED. 8. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING ALL EARTHWORK QUANTITIES BASED ON THE EXISTING AND PROPOSED ELEVATIONS PROVIDED ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR COLLECTING ANY GEOTECHNICAL OR SURVEY DATA HE DEEMS NECESSARY TO COMPLETE AN ACCURATE ESTIMATE OF EARTHWORK QUANTITIES. 9. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR BALANCING SITE MATERIALS. IF ON SITE EXCAVATION AND BORROW OPERATIONS DO NOT PROVIDE ENOUGH SUITABLE MATERIAL FOR FILL AREAS, THE CONTRACTOR SHALL COORDINATE AND PAY FOR EXCAVATION, TRANSPORT AND PLACEMENT OF IMPORTED MATERIAL MEETING THE SPECIFICATIONS Of THE CONTRACT DOCUMENTS.IF EXCAVATION RESULTS IN EXCESS MATERIALS, THE CONTRACTOR SHALL PROVIDE AND PAY FOR LOADING, TRANSPORT AND OFFSITE DISPOSAL OF EXCESS MATERIALS. 10. NO TEMPORARY STOCK PILES OR CUT MATERIAL SHALL BE PLACED WITHIN STORM WATER DRAINAGE EASEMENTS, BELOW ORDINARY HIGH WATER MARKS, OR WETLANDS. 11. PRIOR TO ANY SITE GRACING ACTIVITIES, CONTRACTOR SHALL LOCATE AND FLAG SEPTIC LOCATION AREA. SEPTIC LOCATIONS SHALL BE PROTECTED FROM VEHICLE TRAFFIC AND LAND DISTURBANCE. GENERAL EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL INSTALLAND MAINTAIN EROSION AND SEDIMENT CONTROL DEVICES TO LIMIT EROSION AND SEDIMENT FROM LEAVING THE SITE. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE "WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARDS". 2. INSTALL SILT FENCE AS SHOWN ON PLAN OR AS DETERMINED NECESSARY BY CONTRACTOR. 3. INSTALL CONSTRUCTION VEHICULAR TRACKING PAD AT ENTRANCE/EXIT OF PROJECT SITE. 4. ALL DISTURBED AREAS TO BE SEEDED, MULCHED, HYDRO-SEEDED OR SODDED IMMEDIATELY AFTER FINAL GRADES ARE ESTABLISHED ON THE SITE. 5. DITCH CHECKS ARE TO BE SEDIMENT LOGS OR APPROVED EQUIVALENT. 6. ALL DISTURBED SLOPES IN EXCESS OF 4:1 SHALL BE SEEDED AND PROTECTED WITH EROSION MAT(WISDOT CLASS I,TYPE A) OR SHALL BE SODDED AND STAKED OR HYDRO SEEDED AS AN ALTERNATIVE. 7. ALL CONSTRUCTED SWALES WITH LONGITUDINAL SLOPES GREATER THAN 2.0% SHALL BE PROTECTED WITH EROSION MAT(WISDOT CLASS (,TYPE B 8. TEMPORARY SEED SHOULD BE APPLIED, IF CONSTRUCTION EXTENDS PAST SEPTEMBER 1ST, OF ANNUAL RYEGRASS AND OATS AT THE RATE OF 5 POUNDS PER 1000 S.F. OF AREA AND LEFT OVER WINTER. PERMANENT SEEDING SHALL BE COMPLETED THE FOLLOWING SPRING. IF TEMPORARY SEEDING CANNOT BE COMPLETED BEFORE WINTER FREEZE UP THEN ALL DISTURBED AREAS SHALL BE MULCHED AT A RATE OF 120 POUNDS PER 100 SQUARE FEET AND PERMANENT SEEDING COMPLETED IN THE SPRING. 9. ALL EROSION CONTROL MEASURES SHALL BE LEFT IN PLACE AND MAINTAINED UNTIL RESTORATION ON SITE HAS BEEN ESTABLISHED (A MINIMUM OF 70% VEGETATION). 10. ANY SOIL STOCKPILES WHICH ARE LEFT MORE THAN 7 DAYS MUST BE PROTECTED BY SEEDING AND MULCHING, EROSION MAT, SILT FENCING, COVERING OR OTHER METHODS. THIS DOES NOT INCLUDE FILL OR TOPSOIL PILES THAT ARE IN ACTIVE USE. 11. SITE MONITORING OF EROSION AND SEDIMENT CONTROL PRACTICES FOR MAINTENANCE NEEDS SHALL BE COMPLETED AT THE INTERVALS SPECIFIED UNTIL THE SITE IS STABILIZED. SITE MONITORING SHALL OCCUR AT LEAST WEEKI.Y OR WITHIN 24 HOURS AFTER A RAINFALL EVENT OF 0.5 INCHES OR GREATER. A RAINFALL EVENT SHALL BE CONSIDERED TO BE THE TOTAL AMOUNT OF RAINFALL RECORDED IN ANY CONTINUOUS 24 HOUR PERIOD. MONITORING RECORDS SHALL BE KEPT AND CONTAIN, AT A MINIMUM, THE CONDITION OF THE EROSION AND SEDIMENT CONTROL PRACTICES ATTHE INTERVALS SPECIFIED AND A DESCRIPTION OF THE MAINTENANCE CONDUCTED TO REPAIR OR REPLACE EROSION AND SEDIMENT CONTROL PRACTICES. 12. OFF-SITE SEDIMENT DEPOSITION RESULTING FROM THE FAILURE OF AN EROSION OR SEDIMENT CONTROL PRACTICE SHALL BE CLEANED UP WITHIN 24 HOURS. OFF-SITE SEDIMENT DEPOSITION RESULTING FROM CONSTRUCTION ACTIVITY THAT CREATES A NUISANCE SHALL BE CLEANED UP BY THE END Of THE WORK DAY. IF THE FAILURE OF EROSION OR SEDIMENT CONTROL PRACTICES RESULT IN AN IMMEDIATE THREAT OF SEDIMENT ENTERING PUBLIC SEWERS OR THE WATERS OF THE STATE, PROCEDURES SHALL BE IMPLEMENTED IMMEDIATELY TO REPAIR OR REPLACE THE PRACTICES. SCRAPING OF THE STREET SHALL BE COMPLETED WITHIN 4 HOURS AND STREET SWEEPING WITHIN 24 HOURS. SHEET 2 OF 2 SHEETS