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HomeMy WebLinkAbout026-1149-19-000 Wisconsin Department of Commerce Count Safety and Building Division PRIVATE SEWAGE SYSTEM St. Croix INSPECTION REPORT Sanitary Permit No: 453213 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Briggs, Mike I Richmond Township 026- 1149 -19 -000 CST BM Elev: Insp. BM Elev: f BM Description: Section/Town /Range /Map No: t{ /� • �$ J- R* 36.30.18.1119 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic t 2 8 B nchmark 8) 3 '1 �• Dosing . BM Aeration Bldg. Sewer 5. , t Holding St/Ht Inlet SUHtOutlet ` ��• 3 1 TANK SETBACK INFORMATION T 4 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic , / ZS ' Dt Bottom Dosing Header /Man. / r Aeration > < Dist. Pipe •q Sts 33 Holding Bot. System a 95. 3V Final Grade PUMP /SIPHON INFORMATION I,,\ Manufacturer Demand St Cov A GPM `- D 5:02 Sa 1 Model Num r TDH Lift Loss System Head I T)"' Ft Forcemain Le th Dist. to Well SOIL SORPTION SYS El< I R H Width r Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIM S 2 7 P ' 4 4- 2 SETBACK SYSTEM TO O 7• P/L JBLDG WELL LAKE /STREAM LEACHING Man Q� urer: INFORMATION CHAMBER OR S1 Type Of ystem: i UNIT Model Number: v. DISTRIBUTIONS TEM Header /Man!v Distribution x Hole Size x Hole Spacing Vent to Air Intake *4 Pipe(s) �- s i Length Dia Length Dia mg SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ( Yes [] No L; Yes FE No CO" FO 72Dakota (l n de cod isc�p�rsons present, etc.) Inspection #1 .� /�ispection #2'. � ation: Loc Ave Unknown (SW 1/4 NW 1/4 36 T30N R18W) Torey Pines Lot 19 ` Parcel No: 36.30.18.1119 1.) Alt BM Description = S•T. wtn,�.�e�SL tJlx'�Ct�"` 5 �� 1 iC�t�`' QoG" 2.) Bldg sewer length = 39 - amount of cover = mY A Plan revision Required? s ": N p Use other side for additional i orm SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No. lTT -� r�ltc�e.�►eQ r Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of (Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Govt. L �� 1 /1 /4 S T N R ZZ E( r) W Property Owner' fling Lot # Block # Subd. or CSM# City late Zip Code Phone Number ❑ city ❑ Village T Nearest Road Ef New Construction Residential / Number of bedrooms Code derived design flow rate GPD Cl - Rb placement Public or c mercial - Describe: Parent material _�J Flood Plain elevation if applicableD ft. General comments and recommendations: -) Boring # Boring t Ground surface elev ft. Depth to limiting factor/ -' in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 / •Eff#2 ' / V -_� Z z 3� ! 1 - t�-- -- _ 6 ,' �� r ✓� 41,� GI• Zo a Boring # C] El ❑ Pit Ground surface elev. ft. Depth to limiting factor in Soil Kplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 • - > < > < • Effluent #2 = BOD < 30 and TSS 30 Effluent #1 - BOD 30 _ 220 mgJL and TSS 30 _ 1 _ mg/L _ < m9/L CST Name (Please Print) re CST Number Si fo Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation o ucted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 ✓� 29 _ 715 - 246 -4516 I Property Owner _ Parcel ID # Page of Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. — go - i i tApplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 Boring # � Boring ❑ Ground surface elev. ft. Depth to limiting factor in. F Pit Soil lication Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. ,i seae330(Rb00) P PLAN ,PROJECT Mike Briaas DDRESS 649 Dakota Ave New Richmond Wi 54017 SW 1/4 NW 1 /4S 36 /T 30 /R 18 W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 8/7/04 BEDROOM 4 CONVENTIONAL XXX IN -GRO RESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 872 # of chambers 28 BENCHMARK V.R.P. Top of 1" pvc pipe ASSUME ELEVATION 100' Filter ZabelA -100 ❑ BOREHOLE O WELL *H. R. P. Same as Benchmark SYSTEM ELEVATION 95.0/94.9 5' below qrade Pro Town Road AL 0 ' B. M. Vents 90' 10' -1 20' retention area 40' Top of 1" B.M. pvc pipe @ 99.7' -4 40, B -3 2% 2 -3' X 88' Slope cells with >3' Pro edroom 0 , spacing 35 House ST 45' B -2 Well is to meet all setbacks required by WDNR Vent 220' >6 „ Standard Biodiffuser property of Cover Leaching Chamber line with 3 1. 1 ft2 of Area 6' Long 11 " 3419 Grade at System Elevation Plans Designed Using Conventional Powts Manual Version 2.0 Safety and Buildings Division County J1 ` 0 T fl 201 W. Washington Ave., P.O. Box 7082 J Madison, W1 53707 - 7082 nary Permit Number (to be Stied is by Co.) j sconsin (608)261-6546 Plain J.D. Number Department of Commerce liCat10II �JI Sanitary Permit App � �_ fdim Clint galsm�liaB��>: dr, in accord with Comm 83.21, %is. Adm. Code, pars° Project Address C )E . ) may be used for secondary Purpo Privacy w, 61 I. A ilcation Information - Please Print All Information M 1a•! 1 �;] / / jcj/'"� PP Parcel # $lael: M Property Owner s Name Property Location Property own 1, Mailing Address ? Phone Ntttnber 1 � Zip Code I /�(circ City, State - , / / � � E T N: / Subdivision Name ,� CSM Number J]L ype of Building (ch k au that apply) /jam 1 or 2 Family Dwelling - Nurnbar of Bedrooms -- ❑ lidCoratneciel- Describ Use Q / u / (, ❑City ❑ `dip ° ❑ State owned - Descrilx Use 1J lIL Type gr Permit: (Cheek only one boz on line A. Complete line B If applicable) other Modification to Existing System A e w Systaa ❑Replacement System ❑ TreatmeneHoldiag Tank Replacement only List Previous Permit Number and Date lssuad ❑ Change of ❑ Permit Transfer to New B. ❑ Permit Renewal ❑ Permit Retrsion Plumber Owner Before Expiration .,Type of PO�'�I'S System: Check all that a 1 ❑ pt Grade Si Peas Sand Filter ❑ > suitable soil ❑ Mound <24 in. ofsuitable soil ant Unit ❑Role g d Filter Noa- Pressurized {n L,-Ground C) M _ 24 in. of su ❑ P [I t Filter Aerobic TreIl Press In roun err d 0 H01dimS T ❑ ank Drip other (ex lain Constructed wetland Line 0 Crravel -less Pipe ❑ Raeirwlada Synthaac Media Filter Area Proposed (sf) tion V. Dis eraalrrreatment Area I ormation: DisperW1 Area Required (s Dispersal ✓ 1 S Design Soil Application Rate(gp f1 'S` 1 Design Flow (mod) 'O Site S Fibs Plastic Manufacture �� onsttuctod Glass Capacity is Total Number Concrete C VL Tank Info Gallons Gallons of Units New Fxluing Tanks Turks —Septic — Ho Idimg Tuck x L d 0 0 Aaabie Tr"--- Uah pasinsCha nwr WTS shown on the attached plans some responsibility for installation of the PO I Eusinecs Phone Number ! VII, Responsibility Statement- 1, the undersig b re M p p ium Plum �GS / O 1J 7 Plum 's Name (Print) � ) . p 's Address (Street, City. S Zi f �J S �0 / uing Agent g+>a VIII. Coon /D artment Use Onl Sanitary Permit Fee (includes Ground —A Date sued � Proved ❑ Disapproved Surcharge Fee) ❑ owner Given Reason for Denial I%, Conditions of Approvaune9sons for Disapproval I STEM OWNER 1 eptic tank, effluent filter an WV I I I dispersal cell must all be serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained 3 ,` as per applicable code /ordinances. ea paper sot less ths 6111 s 11 Inches In sys Attach eotapkte P�° ( to the Caaety only) for the sys emn - Ain (R. 0$102) PLOT PLAN PROJECT Mike Bribas ADDRESS 649 Dakota Ave New Richmond Wi 54017 SW 1/4 NW 1 /4s 36 /T 3 18 'W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 5/7/04 BEDROOM 4 CONVENTIONAL >0(X IN -GR PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 872 # of chambers 28 BENCHMARK V.R.P. Top of 1" pvc pipe ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE V WELL «H. R. P Same as Benchmark SYSTEM ELEVATION 95.6/95 4 5' below grade b Pro Town Road 0 ' B. M. Vents 90' 10' 20' B -1 20' retention area 40' B.M. #2 Top of 1" pvc pipe @ 40 ' B -3 99.7' 2% 64 Slope o edroom 40' ouse 5' 0' T B -2 2 -3' X 88' cells with >3' spacing Well is to meet all setbacks required by WDNR Vent 220' >6 „ Standard Biodiffuser property of Cover Leaching Chamber line with 31.1 ft2 of Area 6' Long 1191 34" Grade at System Elevation Plans Designed Using Conventional Powts Manual Version 2.0 PLOT PLAN ` PROJECT Mike Briaas ADDRESS 649 Dakota Ave New Richmond Wi 54017 SW 1/4 NW 1 /4S 36 /T 3 18 W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 5/7/04 BEDROOM 4 CONVENTIONAL XXX IN -GR PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 872 # of chambers 28 IL BENCHMARK V.R.P. Top of 1" pvc pipe ASSUME ELEVATION 100' Filter ZabelA -100 ❑BOREHOLE O WELL *H.R.P. SameasBenchmark SYSTEM ELEVATION 95.6/95 4 5' below qrade tb ti Pro Town Road 0 ' B. M. Vents 90' 10' 20' B -1 20' retention area 40' B.M. #2 Top of 1" pvc pipe @ 40 1 B -3 99.7' 2% Pro 4 Slope Bedroom 40 House 25' T 10' B -2 2-3'X 88' cells with >3' spacing Well is to meet all setbacks required by WDNR Vent 220' >6" Standard Biodiffuser property Leaching Chamber line of Cover with 3 1. 1 ft2 of Area 6' Long 11" 3 4" Grade at System Elevation Plans Designed Using Conventional Powts Manual Version 2.0 *Asconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 . ` Division of ;safety and Buildings In accordance with Comm 85, Wis. Adm. Code County Atiach complete site plan on paper not less than 81/2 x 11 inches In size. Plan must Include, but not limited b: vertical and horizontal reference point (BM); direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Z& _ Please print all information. R awed b Date Personal Information you pwMe may be used for secordaFy puiposes (Pfigcy . s. 15.04 ( (m))• Property Owner Property Location LLC Govt. Lot 5& 1/4) ,01/4 S T 33 N R [$ E (or) Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# �tL P i \ �1 . -- _ _. _... - T PI ne City State Zip Code Phone Number ❑ City _ ❑ Village Eg Town Kearest Road 1�e1u ty [ �O (1l5 -20D7 R� I�OT'? S� - E-.New Construction Use: E Residential / Number of bedrooms . Code derived design flow rate U d0 PD ❑ Replacement ❑ Public or commercial - Describe: Parent material �(� / Flood Plain elevation If appl ble ft. General comments 5 �-�v Q /�'� �-� J ,�� 1 2 2002 and recommendations: Boring # ❑ Boring © ® Pit Ground surface elev. J� y6 ft. Depth to limiting factor 1 Z I in. • .. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 •Eff#2 F Boring # ❑ Boring -1 [ Pit Ground surface elev. %�d /d ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fti in. Munsell Ou. Sz. Cont-Color Gr. Sz. Sh. 'Eff#1 •Eff#2 !2 : . I 2 • c lo 9 1 — k r C5. - 9 rnI I.Z Effluent 01 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/l. CST Name (Ple se Print) gnature CST Number hAarn ch ---, 25.33CR Address Date Evaluation Conducted Telephone Number / -Oz Property Owner A 1c `Y1w�AC`C -,& L-LC Parcel tD # Page L of 3 F- 31 Boring #, t ° wing ` ' 11CY Pit Ground surface elev. /00 fL Depth to limiting factor o in. . Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtft In. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #1 •Eff#2 Cs Z t _ 10 SL c5 — 5 9 7] Boring # ❑ Boring ❑ pit Ground surface elev. IL Depth to limiting factor in. Soil Application Rate Horizon Depth • Dominant Color Redox Description.._ .. Texture .-Structure Consistence Boundary Roots GPDtft In. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 F-1 Boring # ❑ Boring - pit • Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture . Structure Consistence Boundary Roots GPDtft in. Murrell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 - • Effluent #1 = BODs > 30 < 220 mg/_ and TSS >30 < 150 mg1L • Effluent #2 = BOD < 30 mgl14 and TSS < 30 mgA_ The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SS"330 (X07M) PAGE _LOF 3 NAME 5 LOT# LEGAL DESCRIPTION 5w Y ,ow 4 ,S T 3 N R. It E(or) SCALE: V= go _ t BM 1 ELEVATION 10 BM 1 DESCRIPTION .g Q o " BM 2 ELEVATION a I- I p �o BM 2 DESCRIPTION iv Q o SYSTEM ELEVATION S� ALTERNATE ELEVATION N i ►� CONTOUR ELEVATION lco ,o SIGNATURE �O�DATE ST CROIX COUNTY. SEPTIC - T MMAINTENANCE AGREEMENT` AND OWNERSHIP CERTIFICATION FORM t Owner/Buyer w Mailing Address 66 d _ 0 4 1, 110 Property Address Department for new construction) (Verification required from Planning parcel Identification Number v/ City /State LEGAL DESCRIPTION 3 T J R ) N - l� W — , Town of _ Locations_ '�4, go�4, Sec. _ n Property Lot # (' Subdivision --' Volume Page # Certified Survey Map # d 1 / , m Warranty Deed # Volume Page # Lot lines identifiableAyeS 0 no Spec house 0 yeg SYSTEM NANCE itremature failure to handle wastes. Proper maintenance improper use and maintenance of your septic system could result in s P affect the function of the septic tank as a treatment a licensed pumper. What you put into the system in out the septic tank every three years or sooner, if needed o consists of pump disp osal system Call nt stage in the waste me t a certification form, signed by the owner and by a owner agrees to submit to St. Croix Zoning Department ng that (1) the on -site wastewaterdisposal system The property lumber or a licensed pump masterplumber, journeyman plumber, restrictedp i septic tank is less than 1/3 full of sludge. condition and/or (2) after inspection and pumping (f necessary), the � is is proper operating requirements and agree to maintain the Private sewage dispo sal system with the standards Uwe, the undersigned have read the above artment of Natural Resources, State of WisconsO set forth, herein, en maintained must be completed and returned as set by the Department of Commerce and the Dep stating that your sep system has be to the St. Croix County Zo days of the three year expiration date. 5 1 7 1 DATE i"OF APPLICANT OWNER CERTIFICATION our) kn owledge. I (we) am (arc) the owners) of I (we) certify that all statements on this form are true to the best of my described above, by virtue of a warranty deed recorded in Register of Deeds Office. the property `" ✓i /, DATE SIGNATURE OF APPLICANT De artment. An information that is mis- represented may result in the sanitary permit being revoked by the Zoning p * * « « «« y copy stam warranty deed from the Register of Deeds office deed ** Include with this application a co py f the certified survey map if reference is made in the warranty a c I Maintenance and Contingency Plan for a Septic System Sys 3 Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent fitter is to be cleaned once a year. Please note: a larger filter is being installed in order to extOnd the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershod is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 C in. cy Plan Option,# If system fails, determine cause of failure, use alternate area and install new system in tested replacement area. Option #2. Install system at a lower elevation, by removing chambers, removing biomat, and install new system. Option #3. No adequate area is suitable for replacement area, and system elevation cannont be lowered. Install holding tank as last resort. 3. Replace any other failing components as needed. Plumber: Shaun Bird 715- 246 -4516 St. Croix County Zoning 715- 386 -4680 Pumper Tom Mondor 715 - 246 -5148 Shaun Bird #226900 U. 2516P Oy2 - 7s45i3z,�. STATE BAR OF WISCONSIN FORM 2 - 1999 KATHLEEN H. WALSH WARRANTY 'OEM) REGISTER OF DEEDS Document Number ST. C.ROI X Co., w j This Deed, made between Ames Investment Corporation, LLC, RECEDED FOR RECORD a Minnesota Limited Liability Company Grantor, 02/25,'2004 11: 00AH and Michael R. Briggs and Randy L. Briggs, husband and wife WARRANTY DEED Grantee. EXOMPT 4 Grantor, for a valuable consideration, conveys and warrants to Grantee REC FEE: 11.00 the following described real estate in St. Croix County, State of Wisconsin TRANS FEE: 158.70 (if more space is needed, please attach addendum): COPY FEE: Lot 19, Plat Plat of Torey Pines in the Town of Richmond, St. Croix CC FEE: County, Wisconsin. /II PAGES: 1 Recording Area Name and Return Address The First National Bank PO Box 89 New Richmond, WI 54017 0264149 -19 -000 Parcel Identification Number (PIN) This is not homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of reco d, if any. Dated this -V day of Febr 2004 * * Ames n stment Corpor ation, LLC -- - -- _ - -- * AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF A) ) ss. County ) authenticated this day of _ , Personally came before me this '\% day of February — 2004 the above named Ames I nvestm ent Corporation, LLC, a Minnesota Limite Liability Company - - - -- - - - - -- — - - - - -- TITLE: MEMBER STATE BAR OF WISCONSIN (If trot, to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Stats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Attorney Kristina Ogland Hudson, WI 54016 Notary Public, State of �S' JULIE pppGE y Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledg4� rp8S,p ; T - -- I ' * _ o3 11�t L e of %macor1w • Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals Co., Fond du Lac, Wl STATE BAR OF WISCONSIN 800 -65S -2021 WARRANTY DE E D FORM No. 2 - 7999 1 S x'40• .613 87 4 / 2 • r � se MIN (� _�� . _�� de le le N LOT 2 3 . ,a .,�' / •' ,!. •.. ��;� ..' • CBEs (88,314 SQ. FT.).- • v . LOT 1 P• 7 3.473 ACRES ( Sc \,;� ,r4N �� / r� _ `.:: ' �, J , MIN FFE 1009.00 .1_ � ����• ., _ ... ...' � ti6 X'. ms s- I N v � �' X1.85' • • i — — - -- 4 S 8 9 ° 51'4 w 527.5 — — 5' N 89° 51'46" E 527.56 LOT r• "'" "' ELEy � " —•— 2.489 ACRE S ( I ' " ' . ` • . . ' " ' " " �� �� 2.066 A LOT 19 r r� " •: . :.:.;.:.:.'.'.' ' �7 ' p o.:.. �!• • ...... • RES (89,97 SQ. �) G V FIFE = 1 009.00 R RM V1�ATER . • c 7 ! MIN FF _ • ' " ' ' oo �.ON ARE;q' • - ' ... ' . 0 09.00 • rr • • ..... " "•=.1.0.0 '"•ag•• "." ' 1 n :78' �; 1 w � .....N " E • • .... . 4 08.78' I' .01� LOT 21 .� 5 ACRES (163 I ' ' ' " o MIN FFE0 0. FT.) 1 � . .:. ".^ �� g LL , LOT 78 130' 1 $ 3'604 ACRES ( S I ) MIN FFE = Q ' �' 1 009.00 1 i IS V DRAINAGE EASEME LINE OF THE NW 1/4 381 474.78, I .80' 1 30' I � p C D CDC p yy Sa 'VV > 47 4.84' _ SHEET 1 OF 2t / 7 r M 0 / } q 5 $ 7 — � / � / ( 7 ® 0 § / M. ( 8 Q �, ; �, \� &) ƒ §7 \ $ i } ° k \ \ \ i CL , _ co e o n CD ¥ G 3 ° ` E E $ § ) o ra kCD J © m @ z > I o E a> 0 \ E2 . i CL \ \ {1 (i § E CA 3 z o . # aft � \ 0 0 0 \ � 5 2 % £� @2 $ & § ■ ■ ■ —� . { cn ® - / CL � ° \ § z � = & o 0 77 'D 99 � E D E E ° ) ƒ , 0., 22 _ a _ . � k�[ /k CD § 2 a ' \ k c § } ! 0 E S CL !¥ z o R 2 . / m ±� & % ■ T . e , e \ ƒ 2 o z �$Ek � CD , —s gSE ESE c o , %7E R E2 ƒ � �% \3 7 � 0,9 It $ Ii $ �E S3 m2 _c . 0 Q) � � i ■ 2 $ � \f � }k _ i oCL . # . .- -