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Home My WebLink About026-1064-95-050 (2) p &UNTY `rte i , armation T. R®1ii Ids .,rater ce +tcanageme nt _ ot»» unity° Development Department 5/1/2017 Chana and Zach Johnston 1398 12011 Street New Richmond, WI 540017 RE: Conditional Approval: Land Use Permit, File# LUP-2017-013 Project Location: 21.30.18.327C-05 Project Address: 1410 120th Street Chana and Zach Johnston, Community Development staff have reviewed the Land Use Permit application for the construction of a new Single Family Dwelling, driveway and 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 following findings. • The proposed project meets all applicable setbacks. There is a blufFline and the proposed house exceeds the 20-foot setback. • According to FEMA Firm Map Panel No. 55109C0210E, a portion of the property is mapped Zona A. The project as proposed is mapped out of the Floodplain. • The amount of new and existing impervious surface is less than 15%, therefore complaint with Shoreland Impervious Surface standards. • Vegetation will not be disturbed within 35-feet inland of the pond. • Erosion and Sediment control plans were submitted in an addendum on April 26, 2017; this finding is conditioned below. Based on these findings, approval of the Land Use Permit is subject to the following conditions: 1. A tracking pad shall be installed prior to any land disturbance or construction activities at the entrance of the property. Wisconsin DNR Conservation Practice Standard 1057, Stone Tracking Pad shall be followed; this standard is enclosed. 2. A flag shall be set 275-feet inland of the eastern property line, beginning the measurement at the road right-of-way. This is to verify development will be out of the mapped floodplain. 3. Erosion control logs shall be staked per plan around the proposed house and down slope of the POWTS dispersal component ('drainfield~. 4. A pre-construction inspection is required to verify erosion and sediment control has been installed and the areas above have been flagged. Phone 715.386.4680 Government Center, 1101 Carmichael Road, Hudson, W154016 Fax 715.386.4686 2 5. St. Croix County reserves the right to require additional erosion and sediment control measures to be installed if found necessary due to site-specific conditions. 6. Phosphorus fertilizer shall not be used to establish and/or maintain vegetation, unless a soil test confirms phosphorus is needed. 7. Permanent vegetation shall be established once final grade is reached. A temporary cover crop such as oats, winter wheat or rye shall be applied on all disturbed areas if seeding cannot occur prior to September 1st. Dorman seed and increased application rate will be required after freeze up. 8. A post-construction inspection is required prior to removing erosion and sediment control to determine the project site has reached a point of 70% perennial vegetative cover. 9. 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. 10. 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, grading, paving, filling or clearing of vegetation 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 Richmond and the Wisconsin 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 (2) six month extensions if the applicant submits the appropriate permit extension fee and documentation to the Zoning Administrator. A hard copy of the Land Use Permit placard should be submitted to the local Building Inspector upon application for a 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 8:00-5:00 PM. If you would like to schedule an inspection, please call the main office so they can direct the next available staff member to accommodate your request as soon as possible; (715) 386-4680. Respectfully, t' Sarah Droher Land Use Technician II EC: Town of Richmond Phone 715.386.4680 Government Center, 1101 Carmichael Road, Hudson, Wi 54016 Fax 715.386.4686 • 3 CC: File Enclosure Standard 1057, Stone Tracking Pad II Phone 715.386.4680 Government Center, 1101 Carmichael Road, Hudson, WI 54016 Fax 715.386.4686 REQUIRED TO BE SHOWN Or, SCALE IN FEET 1P, 4 WETLAND / )i i~ 0' 75' 1S0'. 22a POND 48.8 _ N89°28'58"E 472.01' 1759 263.10' S ~ / b° 4 lk 439.01' o s Q33.00' i'- N M y ~o a i" OUTSIDE DIAMETER r ry a r 33 IRON PIPE FOUND ° " r N ~ 11 S ~a a O lq- L1.1 i ; ~woil N ,n o .ti y (DIX M Q h A' ! o> Y- - (fit ~Ve 1~\\ Z I \~f Q WETLAND 439.00' 33.00' \ 60 266.75"'\. 71.40' 100.85' N89°28'P8"E 472.00' $ ° o _ PREVIOUS NORT`►hl LINE OF LOT 1 0 4 5.98' 0 Stone Tracking Pad and Tire Washing (1057) Wisconsin Department of Natural Resources Conservation Practice Standard 1. Definition 3. The aggregate shall be placed in a layer A stabilized pad of stone aggregate or tire at least 12 inches thick. On sites with a washing station located at any point where traffic high water table, or where saturated will egress a construction site. conditions are expected during the life of the practice, stone tracking pads shall II. Purpose be underlain with a WisDOT Type R geotextile fabric to prevent migration of The purpose of this standard is to reduce off-site underlying soil into the stone. sedimentation by eliminating the tracking of sediment from construction sites. 4. The tracking pad shall be the full width III. Conditions Where Practice Applies of the egress point. The tracking pad shall be at a minimum 50 feet long. Either a stone tracking pad or tire washing 5. Surface water must be prevented from station shall be used at all points of construction passing through the tracking pad. egress. This standard applies where construction Flows shall be diverted away from traffic is likely to transport sediment off site. tracking pads or conveyed under and IV. Federal, State, and Local Laws around them by using a variety of practices, such as culverts, water bars', Users of this standard shall be aware of or other similar practices. applicable federal, state, and local laws, rules, B. Tire washing: If conditions on the site are regulations, or permit requirements governing the use and placement of this practice. This such that the sediment is not removed from standard does not contain the text of federal, vehicle tires by the tracking pad, then tires state, or local laws. shall be washed utilizing pressurized water before entering a public road. V. Criteria 1. The washing station shall be located on- This section establishes the minimum standards site in an area that is stabilized and for design, installation and performance drains into suitable sediment trapping or requirements. settling device. A. Tracking Pad: 2. The wash rack shall consist of a heavy grating over a lowered area. The rack I . The tracking pad shall be installed prior shall be strong enough to support the to any traffic leaving the site vehicles that will cross it. 2. The aggregate for tracking pads shall be C. Rocks lodged between the tires of dual 3 to 6 inch clear or washed stone. All wheel vehicles shall be removed prior to material to be retained on a 3-inch leaving the construction site. sieve. Conservation Practice Standards are reviewed periodically and updated if needed. To obtain the current version of WDNR, WI this standard, contact your local WDNR office or the Standards Oversight Council office in Madison, WI at (608) 833-1833. 08/03 1 Words in the standard that are shown in italics are described in IX. Definitions. The words are italicized the first time they are used in the text. • VI. Considerations B. The tracking pad performance shall be maintained by scraping or top-dressing with A. Vehicles traveling across the tracking pad additional aggregate. should maintain a slow constant speed. C. A minimum 12-inch thick pad shall be B. The best approach to preventing off-site maintained. tracking is to restrict vehicles to stabilized areas. IX. Definitions C. It is always preferable to prevent sediment Water bar (V.A.5): A shallow trench or from being deposited upon the road than diversion dam that diverts surface water runoff cleaning the road later. Sediment on a road into a dispersion area. can create a safety hazard as well as a pollution problem. D. Any sediment tracked onto a public or private road should be removed by street cleaning, not flushing, before the end of each working day. VII. Plans and Specifications A. Plans and specifications for installing tracking pads shall be in keeping with this standard and shall describe the requirements for applying the practice to achieve its intended purpose. The plans and specifications shall address the following: I . Location of all points of egress with tracking pad locations shown 2. Material specifications conforming to standard 3. Schedule for installation and removal 4. Standard drawings and installation details 5. Stabilization after removal B. All plans, standard detail drawings, or specifications shall include schedule for installation, inspection, and maintenance. The responsible party shall be identified. VIII. Operation and Maintenance A. Tracking pads and tire washing stations shall, at a minimum, be inspected weekly and within 24 hours after every precipitation event that produces 0.5 inches of rain or more during a 24-hour period. 2 WDNR 08/03 'AW a ~r co o O "4 7. N 1 N O 'O 1 ~ a# +A A'tAF; A ' v ern N r o a c O ~ m i h a,~ .+r,. =us V, O O +C t AFX` q1.1, Al 5,7 RPI - xx r`» 1v , sv mom. ~ - pr. ~ 11 ~y Pl 4p, Top °r 07 iLo _Y F r Y # 1► It' At VVVNIY /C-E D TO BE SHO WN Ot, SCALE IN FEET WETLAND 0' 75' 15... POND N89°28' 58"E 472.01' o X175.9 430' 263.10' 9. i N -9~ IT- 3.00, Y co I' i4 OUTSIDE DIAMETER 33 r 6 r IRON PIPE FOUND ° H J _ ON g # N 1 ,1 Lu I Q j n n d \J m _ G N I o4 ,az FBl-7 v le M~ cn o C14 i ; o Z ° 1- 21 WETLAND , 439.00' 60 33.00 2bb.75'"'~ lz) 71.40' 100.85' Eil 63 N89°28'p8"E 472.00' _ PREVIOUS NCLFZ . i LINE OF LOT I 45.98' , 2 ~.,uNTY t..; File LAND USE PERMIT ' " J 13 APPLICATION OfficeUseOnly Revised May 201 2016 L. r m~ y .S7„ - c s- r a Property Owner: OLC,I.`(\ c 2Llc_ ~1u~~1S~ii,1 Contractor/Agent: V_ T- Mailing Address: /3 J / ZG 5 % Mailing Address: J ? S l~n\ C C S Daytime Phone: ( ) Daytime Phone: (715 L Lk(sn - Cell:(~i5() SSy-~~~/ Cell:Q1 5) E-mail: CI` u(\C7'. 1bY~~15 o~~Z3~V~t Kc~i ` E-mail: L~ Site Address Property Location: :S E 1/4, SC 1/4, Sec.'?- l T. 3D N., R. W., Town of ~ic \A'V." t,; '(D L_L5-C S ~ 644- 10 L/ - 9S- OSa -7 G~ Computer - - -,z - 0'! a el 6~~ 64 VII. 2 - f 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) CYShoreland ❑ Temporary Occupancy ❑Signag e ❑ Nonmetallic Mining Operation ❑ Floodplain ❑ 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 attest that the information contained in this application is true and correct to the best of my knowledge. Property Owner Signature: Date Contractor/Agent Signature: Date 2 / - / T m".~u SIl* J!nt1}sst . 3 V n..x t , z ui✓r a. Complete Application Accepted: By: S~✓ Yr~l~urt~ Fee Received: _U.t~XPl $ SO . ~0 Receipt 715-386-4680 St. Croix County Government Center 715-381-4400 Fax cddpco.saint-croix.wi.us 1101 Carmichael Road, Hudson, WI 54016 r 4 www..~ccwi.us/cdd Wausau Redefining the Building Experience 575 North Knowles Ave. New Richmond, Wl 54017 Dear Sir, We are asking to build a 28x30 story and a half residential home at XXX 1201h Ave in the Township of Richmond We were told we need a land use permit and are asking for its approval. There will be a private well and septic installed on site. Sincerely, Steve Kopp NHH, LLC ausau {s 2 es I ning the Building Experience 575 North Knowles Ave. New Richmond, WI 54017 * w i i fit w t w ~ Via; w+ ~M ~ y ep L N, Al;~ 40 77 .R XXX 120TH AVE RICHMOND TOWNSHIP CHANA AND ZACH JOHNSTON BUILDER: WAUSAU HOMES, STEVE KOPP NHH, LLC 715-760-5014 1046044 BETH PABST REGISTER OF DEEDS State Bar of Wisconsin Farm 3-2003 ST. CROIX CO., WI QUIT CLAIM DEED RECEIVED FOR RECORD 04/11/2017 3:03 PM Document Number Document Name EXEMPT#:8 I REC FEE: 30.00 PAGES: 1 THIS DEED, made between Brian J. Johnston and Rita M. Johnston husband and wife **The above recording information ("Grantor," whether one or more), verifies that this document has and Zachary Johnston and Chana Johnston husband and wife, as survivorship been electronically recorded marital props rty & returned to the submitter ("Grantee;' whether one or more). I Grantor quit claims to Grantee the following described real estate, together with the ( Recording Area rents, profits, fixtures and other appurtenant interests, in St. Crolxx County, State of Wisconsin ("Property") (if more space is needed, please attach Name and Aehun Address addendum): Brian Johnston 1398 120' Strcct Lot 5 of Certified Survey Map recorded August 3, 2016 as Document No. New Richmond WI 54017 1033379 and filed in Volume 27, Page 6241 of the St. Croix County Register of Deeds. 026-1064-95-050 Parcel Identification Number (PIN) This IS NOT homestead property, (is) (is not) For total consideration of less than $5.00 j Dated 6:2 day of f 1 r ' . 2017 Gttr f ~~'N.a;d~v (SL•'AL) L(!'Il{~\ (SEAL.) « Brian J.e-f6htaston # Rita M. Johnston r + - (SEALS ~ F ~ (SEAL) _Fill PUBLIC- fdl...... ESOTA * lf " LEY MARGARET A WEBER } a sty' Carne 'rte on fxpkes Jan, 31 2f120 , rl L; G it• EfLtlYtfa' AY3Cv1(1LWliEI3UVt!$1`~P" Signatures Z?-~ 4I, ST~'I authenticated o OF~rW~3f3t~~tid-^f~ 1 t r7 +7 ~.,°~r. ) sc L2s? > t 5 CO/UNTY/ ) * Personally came before me on l~ 3 If 7 TITLE: MEMBER STATE BAR OF WISCONSIN the above-named (If not, authorized by Wis. Stat. § 706.06) _ to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. THIS INSTRUMENT DRAFTED BY: s Brian J Johnston 1% ~ 1 Notary Public, State of itiiszattsitr Mi n to ~tCa'1tll" , t~ 1 )'A U My Commission (is permanent) (expires: Zy 1 (Signatures maybe authenticated or acknowledged. Both are not necessary.) NOTt:: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO I•tttS FORM SIIOULt) BE CLEARLY IDENTIFIED. QUIT CLAIM DEED 02003 STATE BAR OF WISCONSIN FORM NO. 3-21153 • Type name WMV signatures. St. Croix County 1046044 Page 1 of 1 1033379 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI CERTIFIED SURVEY MAP RECEIVED FOR RECORD 08/03/2016 2:05 PM LOCATED IN THE SEY4 OF THE SE'/, OF SECTION 21 AND THE NE %4 OF THE NE% CERTIFIED SURVEY MAP OF SECTION 28, T30N, RI 8W, TOWN OF RICHMOND, ST. CROIX COUNTY, VOLUME: 27 WISCONSIN; INCLUDING LOT I OF THAT CERTIFIED SURVEY MAP FILED IN PAGE: 6241 VOLUME 3, PAGE 889 OF THE ST. CROIX COUNTY REGISTER OF DEEDS REC FEE: 30.00 NOTE: NO NEW LOTS HAVE BEEN CREATED. THE PURPOSE OF THIS CERTIFIED SURVEY MAP 15 PAGES: 2 TO RECONFI6URE THE TWO PARCELS OWNED BY BRIAN JOHNSTON. MR. JOHNSTON OWNS BOTH PARCELS SO NO DEEDS NEED TO BE EXCHANGED TO ADJUST THE LOT LINE BETWEEN THE TWO PARCELS. BECAUSE OF ST. =IX COUNTY SUBDIVISION ORDINANCES, THIS RECONFIGURATION IS REQUIRED TO BE SHOWN ON A CERTIFIED SURVEY MAP. I~-~ CORNER, SEC ON 21 LL WETLAND / 2248,82'( ALUMINUM C POND f N89°28'58"E 472.01' LL I'` Sc Al u 175.9 263.10' ..0- WETLAND/ ou u 439.01' 33.00' w E POND 33' I' OUTSIDE DIAMETER 33, I v * G u ~ _ m ~•~-IRON PIPE FOUND o m Ow i NEW RI NIOND Z ILL LL N 3 µ._..1 LOT 5 S a t~`~ WI y~e u N 1 167,089 SQ. FT. ( 3.84 ACRES) w g I g I Q 9~O su> N INCLUDING RIGHT-OF-WAY v w p` u 155,407 SQ. FT. ( 3.57 ACRES) I n I o~ rn m o m u u e ^ u ~ EXCLUDING RIGHT-OF-WAY umpm m o o ~ N O I ~I N Z l n BEARINGS REFERENCED TO THE EAST LL u I LINE OF THE NE V, OF SECTION 28. LINE LL BEARS 500'28'15'E, ST. CROIX COUNTY 439.00' COORDINATE SYSTEM. S%4 CORNER, SECTION 21 WETLAND u 60',- 33.00' UMINUM CAP FND.) 266.75''x.. O 71.40 100.85' SE CORNER, SECTION 21 u LL N89-28'P8"E 472.00' .8T $ (ALUMINUM CAP FND, ) 2597.95' _ PREVIOUS NORTH LINE OF LOT 1 -v N89°29'07"E N00°39'22"W - - R' NE CORNER, SECTION 28 u 2125,95' LL u 45.98' ! FO U-5 Ln I (ALUMINUM CAP FIND.) N/4 CORNER, SECTION 28 NORTH THE NE%4 LIFE SEC. O'F8 A 589'29' 07"W (ALUMINUM CAP FND.) \ - _ I 33.00' UNPLATITED HINDS g u I I -AO C. S.M. Yoe WETLAND u= 3 o u WETLAND LL/ G. I%®Q, 9 p, G°•.. v _ llLEGEND tt ^ .^o y P'~ / ® SECTION CORNER (AS NOTED) Z N u ^ 00 0 1.25" OUTSIDE DIAMETER IRON LL c po LOT 6 q N PIPE FOUND Z 393,946 SQ, FT. (904 ACRES) ^ L ® 1.5" OUTSIDE DIAMETER IRON PIPE u u INCLUDIN6 RIGHT-OF-WAY 1 ti u ® 0~5NX 18` IRON REBAR WEIGHING 392,428 SQ. FT. ( 9,01 ACRES) O oo I 1502 LBS. / LINEAR FOOT SET EXCLUDING RIGHT-OF-WAY ZS" NOTE: NO SURVEYMARKERs WERE 81 O A SET OR FOUND IN THE WETLAND OR o I u POND UNLESS OTHERWISE SHOWN (R-) PREVIOUSLY RECORDED ' INFORMATION WETLAND u 1.5" IRON PIPE FOUND IN SWAMP, TIPPED. PIPE IS _ /O41' WEST OF LINE u w 1 LL IF LL WETLAND u o1.0 2 O C 6 u u N88°15' 10"W Outz 6.98' „IRON 4TPE 3 ~yOM a I~ L(JG ~I QQ 77ED LANDS 1.5` IRON PIPE FOUND 152.51.' A6"E P'05I 1014 44218 w m N18°57'38"E 0,BT FROM u COMP5j6D52'24"`N w v I. w I O w COMPUTED POSITION `LLW ~33' 33' H o a~Q I I w SCALE IN FEET pI>=G1... Z E% CORNER, SECTION 281 w 0' 75' 150' (ALUMINUM CAP FND.) 1 150' S~9RVEYOR: PREPARED FOR: G1 I, AND Z7 S SOLUTIONS JOSEPH GRANBERG BRIAN JOHNSTON DRAFTED BY: JWG 1428 134TH AVENUE 1398 120TH STREET JOB NO. 100-389 SHEET ensEac~soNN£Nnac NEW RICHMOND, WI 54017 NEW RICHMOND, WI 54017 DATE: 07/03/76 1 OF 2 St. Croix County 1033379 Page 1 of2 CERTIFIED SURVEY MAP LOCATED IN THE SEY4 OF THE SEY4 OF SECTION 21 AND THE NE Y4 OF THE NEy OF SECTION 28, T30N, RI 8W, TOWN OF RICHMOND, ST. CROIX COUNTY, WISCONSIN; INCLUDING LOT I OF THAT CERTIFIED SURVEY MAP FILED IN VOLUME 3, PAGE 889 OF THE ST. CROIX COUNTY REGISTER OF DEEDS DESCRIPTION: A PARCEL OF LAND LOCATED IN THE SE V4 OF THE SE% OF SECTION 21 AND THE NE Y4 OF THE NEY4 OF SECTION 28, T30N, R1BW, TOWN OF RICHMOND, ST. CROIX COUNTY, WISCONSIN; INCLUDING LOT 1 OF THAT CERTIFIED SURVEY MAP FILED IN VOLUME 3, PAGE 889 OF CERTIFIED SURVEY MAPS IN THE ST. CROIX COUNTY REGISTER OF DEEDS, FURTHER DESCRIBED AS FOLLOWS: BEGINNING AT THE NE CORNER OF SAID SECTION 28 (ALSO KNOWN AS THE SE CORNER OF SECTION 21); THENCE 589°29' 07'W 33.00' ALONG THE NORTH LINE OF THE NE Y4 OF SAID SECTION 28 TO THE WESTERLY RIGHT-OF-WAY LINE OF 120TH STREET: THENCE 500°28'15"E 796.82' ALONG THE SAID WESTERLY RIGHT-OF-WAY LINE TO THE NORTHERLY RIGHT-OF-WAY LINE OF 140TH AVENUE; THENCE 576°52'24"W 442.78' ALONG SAID NORTHERLY RIGHT-OF-WAY LINE: THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAY LINE N88°15'10"W 6.98'; THENCE N00"26'15"W 895.23' TO THE NORTH LINE OF THE NE Y4 OF SAID SECTION 28; THENCE NO0°39' 22"W 399.98'; THENCE N89°28' 58"E 472.01' TO THE EAST LINE OF THE SE Y4 OF SAID SECTION 21; THENCE 500°39' 1T'E 400.00' ALONG SAID EAST LINE TO THE SE CORNER OF SAID SECTION 21 ( ALSO KNOWN AS THE NE CORNER OF SECTION 28 )AND THE POINT OF BEGINNING, CONTAINING 561,035 SQUARE FEET (12.88 ACRES ) MORE OR LESS AND BEING SUBJECT TO ANY EASEMENTS, RESTRICTIONS OR COVENANTS OF RECORD. SURVEYOR'S CERTIFICATE I, JOSEPH W. GRANBERG, PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY THAT BY THE DIRECTION OF THE OWNER, BRIAN JOHNSTON, I HAVE SURVEYED AND DIVIDED THE LANDS SHOWN HEREON IN ACCORDANCE WITH OFFICIAL RECORDS, CHAPTER 236.34 OF THE WISCONSIN STATUTES, THE ST. CROIX COUNTY SUBDIVISION ORDINANCE AND THE TOWN OF RICHMOND SUBDIVISION ORDINANCE AND THAT THIS MAP AND DESCRIPTION ARE A TRUE AND CORRECT REPRESENTATION TO SCALE OF THAT SURVEY. SEP RANBERG DA G35 L SOLUTIONS, LLC. 1428 14TH AVENUE NEW RICHMOND, WI 54017 715-246-7529 n QD GENERAL NOTICE STATEMENT EACH PARCEL SHOWN HEREON IS SUBJECT TO STATE, COUNTY AND TOWNSHIP LAWS, RULES AND REGULATIONS (i.e., WETLAND RESTRICTIONS, ACCESS TO PARCEL, MINIMUM LOT SIZE, ETC.). BEFORE PURCHASING OR DEVELOPING ANY PARCEL CONTACT THE ST. CROIX COUNTY COMMUNITY DEVELOPMENT OFFICE AND THE APPROPRIATE TOWN BOARD FOR ADVICE. EXEMPTION VERIFIED UNDER SECTION 13.iB.3.a.(3) OF THE ST. CROIX COUNTY LAND DIVISION ORDINANCE AND SECTION 236.45(2)(Gm)(3) THE WISCONSIN STATUTES BY (eX I>'l. 4" DATE _ ~i..s 1 ~O1 ~ SURVEYOR: P~4EPA~EED F013: ~i~LAND S S SOLUTIONS JOSEPH GRANBERG BRIAN JOHNSTON DRAFTED BY: JWG 1428 134TH AVENUE 1398 120TH STREET JOB NO. 100-389 SHEET 'c24rveER6&SONtiEN,T~'c~ NEW RICHMOND, WI 54017 NEW RICHMOND, WI 54017 DATE: 07/03/16 2 OF 2 r7-(, St. Croix County 1033379 Page 2 of 2 r7-(, a 441 s r ! ' . C. 3 x C'V E .~,„u„~tr..ax>w• e.c z~.n.., ema.r",,..,a w..,,+,°+as"'v'«w ....+.+w~., ~ a5 .,~„w,.M,. «.i::.~:.o. ~r , ~ ,r i s ~ ~ Yf y~,d 6,t.;.s~ t- r~~' ~ xxt ~ ~7{..,. s4. ' 5 t ~ 'i "P S ?e ,F f:: ~ . ( # P ~d..~ 'f .rJS> A~ ii ..j K' ~ t~,'« ..,j F Y} ~ i;` ~gW ~ ' ° • ~ ~ 4 7 ( ~ ~,aw - ~ ~ , ass h ti: a Al, a, a s tx^ n s f i 44 - 4 i .F~ ,2€` , sa. _ xti m a '-F atx~ hx 1~*•r%d s.}:' ~f'' s ~^t• i* ~.,,x s'~' ` : r~`$i ~i :'S. s"~ .'.7 p,~ ~r,~ ~ z^a 3 4 41 4.101 -e- -fl 7P P azA+ :..C d ` €w,. C' - A i w %ss"3">Z~'?"ii.7' rt k„ F`aF. e ,'fit s,, ss °~`}r `s f „ww 2 7a ' nrr 'z 4 a,~1',(~-,~,,~