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HomeMy WebLinkAbout012-740-02-3207-LUP-2024-170 �o � Sawyer County Application for Gr ding � 10610 Main St.Suite 49 Hayward WI 54843 �� 715/634-8288 —� i CONSTRUCTION SHALI NOT BEGIN UNTIL ALL REQUIR D PERMITS HAVE BEEN �"} ISSUED. SIGNATURE OF PROPERTY OWN R IS REQUIRED. �d Owner:I�u b�v ' �1 Cn*-c 0. Contracior. 1 ,'n � Mailin Address: Mailin Addre : a.� T � Ci State Zi : Ci State,Zi � o Phone: Phone: /� Z � m Email: Email: c,n � � G� �{, I Site address: /�`s�/V Lr U�n �.��, W,Z :. O Calculate grading area:(Totai area disturbed including excav tion,fill,grading, ��� landscaping,equipment rutting,and/or other areas vegetatio wiil be removed resulting i � in sxposed soil) G Determine width of disturbed site in feet: �00 ft.x depth of di urbed site in feet:�Q�ft. 'j (� Total=�sq.ft.(this is the area caiculation) Determine S ope of disturbed area:Vertical height in feet 20� + orizontai distance in i � feet2Q,0_=Slope 0_1 X 100=_1�%Slope � � � (1V/1H=Slope X 100=Percent Slope) m *For any filling o�grading of any area which is within 300 fee landward of the o�dinary !�t� high water mark(OHWM)of navigable water and which has s rface drainage toward the I� � water and on which there is either: I�� (1) Any fliling or grading on slopes of more than 20%. G � (2) Filling or grading of more than I,000 sq.ft.on slopes 12%20%. (3) Filiing or g�ading of more than 2,000 sq.ft.on slopes ss than 12°�. � (4) A Grading Permit is required tor any fllling or grading i excess of 10,000 sq.ft l within 1,000'OHWM of navigable lakes,ponds,or flowages wkhin 300'of OHWM of �J navigabie rivers or streams. sd �Z?' Date activity�ill begin if permit is issued:/��1 _�'—date to campleted:i�e b. /s fh�d2� �— Attach engineering design or complete the following using a ditional sheets: 1. Describe proposed erosion controi installation,construction pha ,and finished site grading. � Include timeline,methods,and materials.(Sih Fence alo�e is n ample erosion control for c most sites) � D �o a � � .� i 6 ! � 2. List temporary seed type and rate,permanent seeE rype and rate,ertilizer type and application rate (if applied),and mulch type antl application rate. 3. Attach a plot plan of project area including location of any wetland s)and/or waterv+ay(s)(indicate area between grading projecl and water body to be left undisturb ),location of excavated matenal, location of all storm water and erosion control Best Management rectices(BMP's),property lines, ezisting drainage,post gratling drainage pattern,antl non�arzow. Sltt Pence alone Is not ample eroslon control for moat sites) _'—__—__—__ mna�ru. o..s.,l.m i �� � � I � ____ , �--.—._.� ♦ I , I, `� • \■'•�—� —'_ ;��z—i� '-/� ` : - . -.��a �/ .. .s..,.. �p� I, .� /��I �� ��� ■� I■`..\ I' ...,.�.. •�m ....�-�----- � . - - 4'- 4. Attach a cross sectional view of project area including the exisfin anC proposetl slope of the bank, wa[er leval of any existing waterway,and horizontal antl vertical le. Initial below '�� All BMP's and erosion control devises will be inspected ekly�nd after rainfail of'/,'or greater wlthin 24hr periotl. 1 T In aCCordance with the Sawyer Counly Zoning Ordinanc section 4.281(Adverse Effeds On Adjacent Properties).I hereby declare that the consUuction andlo grading permitted under Ihis permit will not affect o�interfere with neighhodng properties ainage pariems.Any change in drainage patlems which are determined to be detdmental to neig boring properties will be corrected at tha expense of the property owner referenced on thi pertnd. The undersgned certifies that the listed information and intention are true and cortecl,that all work shall be peAortnad in compJiaape wilh the requiremenis of the Sa er Counry Zoning Ordinance and t�e laws and reg}Yatfon�6f t�State of Wisconsia The und signed person(s)hereby give permission for ar,e�ss ro tJa¢.pfopert�for onsjte inspaction. i �f� _' �� OAginal Sign�e propsrly ownar(or agenl with Powar o ttorney). Permit Fee: �3 ri� Rc��-1:2020 S � a.C.� 3431 ��p=� ISNo R2dl EStdte Sawyer County Property Listing Property5tatus: Current Today's Date: 5/15/2024 Created On: 8/8/2007 8:3419 AM �Description Updated: 7/12/2016 `� Ownership Updated: 5/6/Z022 Tax ID: �� � 39377 � PABLO J &�RENEE A MIRANDA EAU CLAIRE WI PIN: 57-012-2-40-07-02-3 02-000-000070 Legacy PIN: 012740023207 Billing Address: Mailing Address: Map ID: .10.7 PABLO] &RENEE A MIRANDA PABLO]&RENEE A MIRANDA Municipality: (012)TOWN OF HUNTER 1823INWOOD CT 1823 INWOOD CT STR: 502 T40N R07W EAU CLAIRE WI54703 EAU CLAIRE WI54703 Description: PRT FRAC NWNW& NWSW LOT 13 CSM 29/230 #7439 � Site Address * indicates Private Road Recorded Acres: 1370 9552N SUMMERS POINT LN * HAYWARD 54843 Cakulated Acres: 1.427 Lottery Claims: 0 � property Assessment Updated: 9/26/2016 First Dollar: No . . . Waterbody: Chippewa Flowage 2024 Assessment Detail � � Zoning: (RRl) Residential/Recreational One �ode Acres Land Imp. ESN: Gl-RESIDENTIAL 1370 185,400 0 2-Year Comparison 2023 2024 Change '�� Tax Districts Updated: 8/8/20D7 Land: 185,40D 185,400 0,0% 1 State of Wisconsin Improved: 0 0 0.0% 5� Sawyer County Total: 185,400 185,400 0.0% Oi2 Town of Hunter 572478 Hayward Community School District 001700 Technical College �� �Property History Parent Properties Tax ID <�� Recorded Documents . Updated: 5/6/2022 57-012-2-40-07-02-Z 02•000-000050 14748 WARRANTY DEED �-012-2-40-07-02-3 02-000-000030 14754 Date Recorded: 4/18/2022 438643 57-012-2-40-07-03-4 D1-000-000010 14793 EASEMENT Date Remrded: 9/12/2011 374310 WARRANTY DEED Date Recorded: 9/12/2011 374309 MAP OP SURVEY Date Remrded: 8/18/2011 Z407-2 CERTIFIED SURVEY MAP Date Recorded: 7/17/2007 347716 Ghil�Liistory RemrcLCou�t:3__—_ HISTORY�Expand All History White=Current Parcels Pink=Retired Parcels �Tax ID: 14793 Pin: 57-012-2-40-07-03-4 01-000-000010 Leg. Pin: 012740034101 Map ID: .13.1 �Tax ID: 14754 Pin: 57-012-2-40-07-02-3 02-000-000030 Leg. Pin: 012740023203 Map ID: .10.3 �Tax ID: 14746 Pin: 57-012-2-40-07-02-2 02-000-000050 Leg. Pin: 012740022205 Map ID: .6.5 39377 This Parcel Parents Children 9552N Summers Point Ln.Erosion Controland Stormwater Management General Contractor. Holzinger Homes LLC 527 Fairfax St. Altoona,WI 54720 715-225-8473 hotzi n�erhomesflcC�aoLcom Homeowner: Pabto and Renee Miranda 715-829-9800 M i ra nda.pablo@sbcglobal.net Overview of project for context and purpose: Construct newsinglefamilyhome with attached garage,as well as a 30'x40'detached garage. The lake side of the home will be located approximately 115'awayfrom the ordinary high water mark of the lake. The detached garage will be located approximately 275'away from the lake. Construction Schedule: This project will begin May 15th,2024 or as soon as practical depending on timing of all required permits beingissued and weather.Site disturbingactivities will be handted in the following phases: Phase 1: Clear trees and shrubs as needed to make room for the new driveways,dwelting,and garage structures. Scrape topsoiL Some topsoilwill6e used to create a smallwater retention berm at the lowpoint on the disturbedare ofthe property,and siltfence wilt be installed on the top of the berm. The silt fence will wrap around both east and west property lines and up the hill to capture atl sediment and water runoff from the disturbed area of the site. At the lowest point of the disturbed area,an outlet in the berm will be created allowing pooled water to escape the berm area, and slowty drain from the site toward the lake. At the downhilt side of the outlet,and staked haybale horseshoe area will serve to filter sediment from water as it leaves the disturbed area of the site. The natural undisturbed area between the silt fence and the lake will slow water runoff as it naturally drai ns toward the take. Silt fence will also be installed on the downhill side of the detached garage,to slow water runoff from this area. Phase i of this project is expected to take approximately 1 to 2 days. Phase 2: Excavate for the new home foundation and detached garage foundation.This process is expected to take approximatety 2 days,weather permitting. Afterthe concrete foundation is i nstalled,we will begin backfillingthe foundation and rough grading the site. Topsoil will be re-spread in areas that will not be disturbed by ongoing construction activities, primarily consisting of areas more than 25 to 30 feet away from the newty instatled concrete foundation.The areas of the property where topsoil will be re-distributed duringthis phase will then be stabilized with the appropriate seed/erosion matt required per the slope matrix attached. The timeline for phase 2 is expected to take approximately 7 to 14 days,weather and labor availability permitting. The site witl remain in this condition for many months while construction activities continue. Phase 3: After all exterior siding is complete, rain gutters and downspouts will be installed to capture water runoff from the roof,and directed to the disbursement areas that were created during phase 1. Exterior concrete flatwork will be installed. After all exterior construction work is complete,final landscaping will begin,and will be implemented usingthe same practices as noted in phase 2,or as appropriate for the specific location on the property. This is the final phase of the project and will most likely be completed late fall of 2024. Other general notes: In the case of a breach of the erosion control systems placed in the above narrative that cause significant sediment deposits on adjacent properties,the soil/sediment witl be cleaned up via any practical means necessary,according to the size and scope of the damage,including rakes, shovels,skid steer,or other equipment as needed. 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