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HomeMy WebLinkAbout032-1020-10-300 1 /* 1 Wisconsin Department of Commerce y Safety and Buildings Division PRIVATE SEWAGE SYSTEM Count St. C INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) SanitaryP�rr�jllUO.: r may be used for secondary 33 44yyJJ22S5 I information you owce Privac L w s.15 Persona nfo y p y ry [ y a 04 (1)(m)]. Permit Holder's Name: ❑ City ❑ Village ❑ Town of: State Plan ID No.: Kompelien, Tony Somerset Township CST BM Elev.:- Insp. BM Elev.: r BM Description: Parcel T x No.: O r 00 C 5 . r - g ��� 632- 1020 -10 -300 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS 'HI FS ELEV. Septic Benchmark `, $' i Dosing Alt. B f 3 Aeration Bldg. Sewer � Holding St/ Ht Inlet TANK SETBACK INFORMATION St/ Ht Outlet t'p -SZ 4S• }I TANK TO P/ L WELL BLDG. Ventto ROAD Dt Inlet Air Intake Septic 7 CAD t NA Dt Bottom i Dosing NA Header / Man. �,� j `�` L$ �• 3 4 Z. t B Aeration NA Dist. Pipe ` S �`So 9 ' 2 • lZ r Holding Bot. System /V`3S 011.2 -'4 PUMP/ SIPHON INFORMATION Final Grade Manu mand St cover Model Number GPM TDH Lift n System TDH Ft Forc In Length Dia. H Dist. To weu SOIL ABSORPTION SYSTEM T EN Width Length r No. f Trenches PIT No. O Pit Inside Dia. Liquid D h DIME N S 1 ;2) DIMENSION SYSTEM TO P/ L BLDG WELL LAKE/ STREAM LEACHING Ma r. SETBACK CHAMB ' INFORMATION Type Of r r �� O tT Mo eI Number: System: (UD Z DISTRIBUTION SYSTEM ' Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length x¢e_ Dia. Length (Q O Dia. Y L Spacing I D — 4 f.2 - ' SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of T x Seeded/ Sodded xx Mulched Bed/ Trench Center Bed /Trench Edges Topsoil Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #l: 11 / 1 / Inspection #2: Location: 379 230th Avenue, Somerset, WI 5402 f (NE 1/4 1/4 8 T3 1N R1 - 089 �ot� 4 C- 1.) Alt BM Description = OP �a�� r 3 V,, �%w 2.) Bldg sewer length = 3 0' `f 26 - amount of cover= > 31 w ,3 S) lJ2{�- d(" rwS'�b� CpxStr�t� a�' M5 �6►.t '�ti'+1�_ Plan revision required? E] Yes JS�No Use other side for additional inform tion. I " SB 710 (R.3/97) Date Inspector's Signature Cert. No. II t T - Z "C{ / — lao 6� { - W t ry ti�✓ .a p , p Qu.w -�➢ c we,r e,.� - e x Q� y �oc� � —* -6 ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: m _} & -4..+--f.. .. _ ��... 41.­ -------- lin- -7 T i z [ t b $ t T � f a � z g .,........�..� ... ...... .....E ..,�.�..® ...... ®�e.. «„..a�®,..« .gym® .�„.,....me. .. e S C AL E E 1 i 4 1 ...... ,_.P_.._.�_...- ..,..,�..mm.�... A�..�_✓._ B.e....�.....d_..»— ._s.____.... k ..,...�..... ., g ,a..._._._...- ,,..,, .........u,�....,. r Z36 — Av Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21. Wis. Adm. Code 201 W. Washington Ave. 14sconsin See reverse side for instructions for completing this application PO Box 7302 1 Personal information you provide may be used for secondary purposes Madison. WI 53707 -730" Department of Commerce (Submit completed form to county if r [Privacy Law. s. 15.04(1)(m)] state owner Attach complete plans (to the county co or tem. on paper not less than 8 -1/2 x 11 inches in size. County ,�pp Sanitary Permit Nu N k 4f fe n to previous application State Plan 1. D. Number I. Application Information - Please Print all Inf r;h io Location: Property Owner Name L Property Location ` e /.'e t/4 �1/4, S T3! N. ft� or Property Owner's Mailing Address - i Lot Number Block Number /9 -v,r/e 441C uN*v City, State Zip Code 7 e u eE; Subdivision Name or CSM Numbgri L� G e a L e SSY? S` - a 1I Type of Building: (check one) c � ❑ City • 1 or 2 Family Dwelling - No. of Bedrooms: srO r - ❑ Village • Public/Commercial (describe use): at ) .Town of • State - owned Cnt w�t ec z Qm�.. his e fi s e 3 d Uc III Type of Permit: (Check on!y one box on line A. Check box on line B if applicable5 Nearest Road xgo A) 1. )Z New System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s) System Tank Only Existing System 032 — 02 0 - to - 3e* B) Permit Number Bate ❑ A Sanitary Permit was previously issued 1 9 9 D IV. Type of POWT System: (Check all that apply) - icb A Non - pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ robic Treatment Unit a 'rculati ❑ Other. ( a) _ 5 ' x(95 ' x (9 s 4 •e,.,, c ro cam' za V Dispersal/Treatmen Area Info 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation ys� a 1�12 '! �; se 17 14 9� 3 6P 9,5 VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete strutted Tanks Tanks I 177/ 1.d es•7'. k •✓ ❑ ❑ ❑ ❑ ❑ VII Responsibility Statement I the undersig assume res onsibilit for installation of the POWTS shown n the attached plans. Plumber's Name (print) Plumber's Signature (no stamps): P PRS No. Business Phone Number ll "a �n tiw,K r � - 38G - 3ia l Plumber's Address (Street, City, State, Zip Code) O Sc e - '7` h� d-57 VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse Supharge Fee) t / Determination ` d-;L S• M �� • �� 5 �^� IX. Conditions of Approval /Reasons for Disapproval: Q �� _ n - �" �S ✓v ua .J 4 i P o. Nc C bhp SBD -6398 (R. 07/00) i �� .�/�` c n, �� /• `e.y ,rf �`" y �� - 77 - 3i R217 !� s�:� f -sue T I �n.�c ✓ I 0 v 1 i h l r ' Waconsin Department ofC « nmerce SOIL EVALUATION REPORT pop __/ — of .3 Division of Safely and Buildings in accordance with Comm 85, Vft Adm. Code County _ �, ro Attach complete site plan on paper not lei than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal refs ae direction and Parcel I.D. percent slope, scale or dimensions, north arrow a�hd di i to nearest road. Please prhl an a8on. Reviewed by Date Personal itdormation You provide may be used ry Pu Law.is,� (1) (m)). I ZO tJtj Location Properly owner K i S� 6 2 1 /4 /4S T N R E(or) Property Owneks Mailing Addres CROik Woo Block # Subd. Name or CSMi)`• W i h v� G �'k p lira Y O. Z City Sloe zip � City ❑ Vllte ® Town Wariest Road A (!� ' T 5 3a 4 v [ New Construction Ilse: Residenrtial / Number of bedrooms r 3_ Code dw4ed design flaw rate yS GPD ❑ Replacement ❑ Pubkc or commercial - Describe: Parent material In Flood Plain elevation if Wpkcable /ri�i4 ft. General comments 5 y S fc VV% et e v • 1.3 d and recommendations: j4 , W.. C, I -e. q' I , 1 0 ,. # El © � Boring — Ground surface elev. [ J - 00 ft. Depth to limiting factor � in. ®' Pit r-SM Rate Horizon Depth Dominant _ Redox Description Texture Structure Cormistenee Boundary Roots GPQW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#2 I 0 -3 to / -- lrh C s I V-P 7 /. z 3 -yo to rY14 -- MS 0 S C,, YVI 3 wo boo 3a Boring # Boring F -1 li Pit Ground surface elev. ?`y � ft. Depth to limiting facto in. Sad Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDNf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *EfW1 - Eif#2 j p -(o to 314 — hI .' - Z �.6 S * Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = 801) 30 mglL and TSS 130 mg& CST Name (Please "Print) Signatu CST Number S zs�3oC� Address Date Ewa uoum Conduced Telephone Number o �� �• s.��- w SS�'D� �- 3 - 00 71.s- z y - y d Property Owner !S ✓V1 ' { Parcel ID # Page — L of 3 _. Boring # ❑ Bog [J-pit Ground surface elev. q 3 • So ft Depth to limiting factor in. S A Rats Horizon Depth Dominant Color Redox Description Texture Stnm%ve Consistence Boundary Roots GPDM in. Munsell Qu. Sz Cont Color Gr. Sz. Sh. - Eff#1 - 81#2 1 - S' IdYL,3ci S in o - - ❑ Boring # El Boring ❑ Pit Ground surface elev. ft Depth ID limiting factor in. Sod A Rate Horizon Depth Dominant Color Redox Destxiption Texture Structure Consistence Boundary Roots GPDtff in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. '01#1 "EfW2 I F Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth fA limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'E11#2 Effluent #1 = BOD > 30 < 220 mg/- and TSS >30:E 150 mglL ' Effluent #2 = BOD _< 30 mg1L 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. SBD -8330 MOM) PAGE 3 O F 3 AME Kn4 0 i j a LOT#q LEGAL DESCRIPTION '/4 ' < S $ T N R 9 E or SCALE: 1 "= Z� B M I ELEVATION &2.6 -4- t// BM 1 DESCRIPTION � i G n o y b� o cw. k -/ BM 2 ELEVATION app , y a / -/ BM 2 DESCRIPTION hQ ; � ,',� (y o o,. k •••/// SYSTEM ELEVATION _ 3 L �j O ALTERNATE ELEVATION 1• �y CONTOUR ELEVATION ,&/6 g �s ..r 0 • `�... W jc(l. �0 M q SIGNATURE DATE qW Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number 3 L( 5 Number of Bedrooms 3 Design Flow - Peak (gpd) 4 4 Estimated Flow - Average (gpd) " Septic Tank Capacity (gal) Soil Absorption Component Size (ft') Type of Wastewater D mestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) M —o Maximum Influent Particle Size (in) 0 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the se k and outlet filter shall be assessed at least once every 3 years by inspection. The ou roper o er ' tl�filter hall b e cleaned as necessary to ensur p n. The filter cartridge show removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 ` Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. 3 ST CROIX COUNTY SBPTIC TANK MAINTBNANCR AGRBSMMT AND OWNSM? cSIR FORM Ow,w/8etyec � �r rr.rr�+l.= Mdft Ad&= sib wL`�►��A� qve 1, Gold -e� k,- A41V Prop xv iA,ddtar (Y ►a ho DOPNOW far saw ooafteeadoa) plWaly' LooW= AE . Yb d.C. 'Ka + T 3 �- LN Z2.W# Town of Wat"att wd M G. a Q2 p6p C3 Lot M dab(e Wyn © as 4 y ) ld a rtobaft gull Poopei a low" o mpw w at "te halo the **mm ama �aNt �I�1M�'srs ti��Mw+�la �,� +, ,b, Oe eimer ciarc�a�oa faao ddpea bQr *0 awes��o► • ,te �awi tidQ mOe(i��isea+ w aw+M� A' ia �poolrr eaa�ea a4dlbe(,�}edlat �#' P�t�#► 1. tlmtapdoeeaicblea lyre, Q�e m e ddr Derr tom ti6nepeMMe sew diepomi .rltte ltr oettt tiedWq�MtMl i r yiepetoot etNaemeel esmo�; SMM etvva0000bL Cd*" i �nrOepSr baes brae r ealrstmaedto Ibe a Qoobcavdj ity► ZaokE Offin w*& 30 r dgretQr t1mM �cet�tawan d+�. DATE i («'r? oo�Ql QMt aM �Ntafro0l a tide ibme on tm tq to bent of my (av* b anrWoL I (wo) as (us) me ownm(e) of the p�openp deieegad dbora, by viteao ott wemeagr d�rd nooedrd is #tepee olf3" Omoe. X DATE siOA OF A� $00000 Any !tea dot le mie.ompnr IN! RIMY * IR eeWIMPOemit be4:sroW by tW Zosiop DOP"ummt. ••'... " Iadade wlib WA appttattoa: a Wiped WuMoty load Q+om the PAO* of Deeds Q MW a copy of the ex"Mad away up if mfuum is made in the wamnty deed STATE BAR OF WISCONSIN FORM 2 — 1992 WARRANTY DEED KATHLEEN H. WRLSH REGISTER OF DEEDS DOCUMENT NO. 1511PAGE460 ST. CROIX CO., WI RECEIVED FOR RECORD John F. English and Ma A. English, 05 -1e -2000 10:00 AN hushand and wife. Y DEED ART COPY FEE: COPY FEE: conveys and warrants to A n t tt n - n y. K o m o a l i P n a n d M i r h P 1 P JRpNrDf Fes 252.30 Kgmp e 1 i e n . h i i s h a n d and wife. RECORDIHA FEE: 10.00 PAOES: 1 I' i! THIS SPACE RESERVED FOR RECORDING DATA '.� NAME AND RETURN ADDRESS the following described real estate in "t C r o i x county, Anthony and Michele K o m p e l i e n State of W i s c o n s i n : 1 5 1 9 W i n n e t k a Ave. N. ` Golden Valley, MN 55427 co 3a _ rJ u aU0 PARCEL IDENTIFI ATICN NUMBER , Part of NE 1 4 of NE ;4 of Section 8 -31 -19 described as follows: Lot 4 of Certified Survey Map filed April 10, 2000 in Vol. 14, Page 3824, Doc. No. !' �- 620886, further described as follows: I tt Zt1® r Commencing at the NE Corner of said Section 8; thence S89 ° 38'50 "W along the North line of the NE '-t of said Section 8, 652.68' to the point of beginning (Bearings referenced to the North line of the NE 4 of Section 8, previously recorded as and assumed to be N89 ° 38'50 "E); thence S00 °07'41 "W 1340.60' to a t found 1" iron pipe; thence S89 ° 23 1 33 "W 655.41' to a found 1" iron pipe; thence N00 ° 15 1 39 "E 967,55' to a found 1" iron pipe; thence N89 ° 26'13 "E i 368.99' to a found 1" iron pipe; thence N00 °06'33 "E 374.56' to said North Line of the NE 'K; thence N89 ° 38'50" E 264.28' along said North line of the NE to the point of beginning, containing 731,654 square feet (16,796 acres) more or less and being subject to all easements, restrictions and covenants of record. it This is n O t homestead property. X(k)A (is not) Exception to warranties: i j h { ! '7r Dated this - //��/ of , A.D., (SEAL) (SEAL) ,J hn F. English Mar et A. Engl sh ; i i (SEAL) (SEAL) ; I I • " AUTHENTICATION ACKNOWLEDGMENT State of Wisconsin, Signatures) ss. Patricia ��. e,_, I - V County. >« authenticated this . d2YAf 19� Perso a y came befog me this � day of 29=2—e—, the above named f VVII TITLE: MEMBER STATE BAR OF WISCONSIN (if not, authorized by 3706.06, Wis. Stats.) to me known to be the person S who executed the foregoing instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED By Attorney Danie DeMaio n Wis. 5401 i' ' Cou t WI , Huds gPubfic? y tNO rY Wen t. IE not state ex (Signatures may be authenticated or acknowledged. Both are not date: h1y commiss'on is rma ( P necessa .) ��� • Names of persons signing in any capacuy should by rypcd nr pnmed helow Ih,,r sign.- - STATE 9AR OF WISCONSIN Waccren Lao Blank Co., Inc. WARRANTY DEED Farm No. 2 - 19 R2 Mt akee, wls. ► 3 °u Ca p/ CU r..../ ' FILED APR 1 0 2000 ► 9 KATHLEEN H. t''ALSH Z S I C(6W1III 6ao809 N CERTIFIED SURVEY MAP Located in the NE V4 of the NE '/4 of Section 8, T3 IN, RI 9W, Town of Somerset, St. Croix County, Wisconsin, being Lot 2 of Certified Survey Map filed in Vol. 10, Page 2827. _LOT 8 OF THE PLAT OF _LO_T 3 OF C_.S.M LOT 2 OF C.S.M. _DEER RUN ESTATES VOL. 11 PG_ 3248. VOL_ 11 L PG. 3248_ -- �- - - - - -- ( R N89'38'50 "E 264.36') NORTH LINE OF THE NE1 /4 N 89° 38' 50'E 264.28 (R 652.W) L. _ — — — 37.18'— — �— — S8�38'6d'W652.68' 230T 198.28' 66.00,.• AVENUE -- — 37.93 — 10.2 .0 — -� - - -- N89P38'50 "E 1693.08' N 89° 25' 39" E 28' NE CORNER, SECTION 8, N1/4 CORNER, SECTION 8, T31 N, R19W, ( FROM TIES) T31 N, R1 9W, ( ALUM. CAP) LOT 1 OF • • • • • • • • • • • a ( FND.) CERTIFIED SURVEY "' a oi SURVEYED FOR: EASEMENT SHOWN HEREON MAP - - - w w r z ° `) 66' JOHN & MEG ENGLISH IS TO POLK- BURNETT ELEC. i+� a — FOR RESIDENTIAL SERVICE. 1/OL_ 1 -0, PAGE 282_7. c 3 w 367 230 AVENUE ° o a N SOMERSET, W1. 54025 Ix mm o� ( R N8725'39 "E 388.86') --z o t_ ° 3 i - N 89° 26' 13" E 388.99 O Cn z LEGEND p EASEMENT FROM VOL_ c: Z INDICATES SECTION c CORNER MONUMENT v 972, PAGE 574 v N Pk OE _ _ - - - °D ACRES i t� .� (AS NOTED ) ;U I LOT 3 s C 0 INDICATES 1" IRON PIPE 295,364 SQUARE FEET ° Cl) Z FOUND. ( 6.781 ) y � i� �• INDICATES 1" X 24" IRON INCLUDING R . - O. - W. " • y PIPE WEIGHING 1.68 LBS. / Scale 1 = 200 287,917 SQUARE FEET (6.610 ACRES )..' I mo{ LIN. FT. SET. EXCLUDING R.-O.-W. -e INDICATES FENCE. IM (R) _ INDICATES PREVIOUSLY P RECORDED o w & INFORMAITON. o u oo INDICATES AREAS OF co ��.Z Q 20% OR GREATER SLOPE. O z 1 - W N ° ,Cq INDICA SOIL BORING. cv �1 LL 0 LO N OF PERC " I w a ��' F R O M 19 4 PAPERS BEARINGS REF 4 w W z o p p _ TO THE NORTH LINE OF o { W.1 b, � 1) THE NE '/. OF SECTION 8, I­ 0 I–� r w o p LOT 4 PREVIOUSLY RECORDED AS AND ASSUMED TO BE z ° ? 436, SQUARE FEET (10.016 ACRES : ' c 3 N89°38'50 'E. zi W a INCLUDING R: O :W. ;0 O � z 2 433, SQUARE FEET (9 CRES) ; •. ; c W } .-O.-W. ` �m Iz- 2 w D Z > D� zm F- o O - m 0 v W N Z OO c� OZ •U �,Y� W – cTi m •• Gi .tali 5 �r O O c m n ` NEW RI'.HV ND N :.'•.MONUMENTED SOUTH LINE OF CERTIFIED a m , J! O -SURVEY MAP IN VOL. 10, PAGE 2827. t' •'� j c S89 °23'33 "W 655.41 m _ ,� , �Q • � - ^1 (R SEInT39"W) v UNPLATTED LANDS NOTE: all areas of Lots 3 & 4 of APPROVED this Certified Survey Map are ST. CROIX COUNTY buildable except for the areas of 20% Planning Zoning and Parks Committee and greater slopes and the local APR 10 2000 setbacks not shown hereon. PREPARED BY: If not recorded within 30 days of GRANBERG SURVEYING approval date approval shall be 1239 C.T.H. "E" null and vold THIS INSTRUMENT NEW RICHMOND, WI. 54017 DRAFTED BY: PHONE ( 715 ) 246 -7529 SHEET 1 OF 2 JOSEPH W. GRANBERG. JOB NO. 99 -045 Vol. 14 Pa.cye 3824 Wisconsin Department of Indus", SOIL AND SITE EVALUATION REPORT Page of Labor a uman Relations ivisio afety & Buildings in accord wi $1;r, i � . Adm. Code COUNTY / Attach complete site plan on paper not less than 8 1/2 at 14 inches size Plan t ' lude, but not limited to vertical and horizontal reference point ( plirec fptt �KKf,' f slope, or PARCEL I.D. # dimensioned, north arrow, and location and distance aaearest °rid APPLICANT INFORMATION PLEASE PRINT INF N y REVIEWED BY DATE PROPERTY OWNER: ' " 1 1 - p R l E CATION An lt� i'k 114 �: 1 /4,S-f T 31 N,R ! e E PROPER OWNER: S MAILING DRESS. BLOCK # SUBD. NAME OR CSM # CITY, STATE ZIP CO DE PHONE NUMBER -- CITY OVILL6GE MOWN EA ST ROAD P( New Construction Use [)d Residential ! Number of bedrooms [ ] Addy'tion to exis ' U- ] Replacement [ ] Public or commercial describe C_ _ / , f'S 4 " Code derived daily flow � gPd Recommended design loading rate . !� bed, - ft , nch, 9P 2 Absorption area required o � - 3"2 bed, ft 01 trench, ft Maximum design loading rate 7 bed, gpd /ft , ' 6_ trench, gpd /ft Recommended infiltration surface elevation(s) 9S. ,3 ft (as referred to site plan benchmark) Additional design / site considerations 7 23, Parent material aa yvr� Flood plain elevation, if applicable ft S = Suitable for system CONVENTIONAL I ND ROUND PRESSURE AT EM T RADE SYSTEM FILL HOLDING NK U= Unsuitable fors stem S❑ U S❑ U „fS 1:1 U S❑ U E:1 S I U [I S U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon - Texture Consistence Bourtday Roots In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trer& _ A i1 P Ground elev. ft. Depth to limiting fc r 9 Remarks: Boring # a Ground �v- ft. Depth to limiting Remarks: CST Name : — Please Print Phone: v� » & S Fly , 114 Address: �i C � J • 5 L ' Signature: t Date: CST Number: PROPERTY OWNER U i i SOIL DESCRIPTION REPORT Page of PARCEL I.D. # a� Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD /ft Consistence Banciary Roots in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trends Zv Z Z*L 40 Ground lev Depth to limiting fact Is L 3. Remarks: Boring # 2 r 71, 6 K V U Ground / e k ft. Depth to limiting a Remarks: Boring # o-J 2 J Ground le 9 ft. Depth to limiting Remarks: Boring # Ground elev. ft. Depth to limiting factor Li Remarks: SBD- 8330(R 05/92) 1 M Soil Test Plot Plan Project Name Jo hn a nd Margaret English Byr ird Jr. Address 367 230th Ave Somerset Wi 54025 C M #3479 Lot ----- Subdivision - ------ Date 9/23/94 NE 1/4 NE 1/4S T 31 N /13 W Township N.So m e rset ❑ Boring O Well PL Property Line County S T. CROIX IL BM or VRP Assume Elevation 100 ft o f White Stake Red Ribbon System Elevation 95.3 * H R P Same as Benchmark 660' Property Line B -5 30 B -2 9% ❑ lope 0 ' . A 1320' B -3 0 ' ep A 310' 10' B.M. 30' S0' 0 3 B -4 B -1 Bedroom 886' House 360' to Property L ine Od 300' 300' 55th Ave �D` 522094 CER TI � URVEY MAP Located in the NEI /4 of the NE1 4 of Sect ion 8, T31N,R19W, Town of Somerset, St. Croix County, Wisconsin. Surveyed for and owned by: North line of the NEI /4 John English 230TH 367 230Th Ave. N E — - — _ -- 65� 36T A VE- _ S omerset, Wi 54025 _ N 89 38 _ 50 E — 1304.711' _ _M 388.0 O 264. _ 652.36 ' 388.10 264,37 _ - - NE COR. NI /4 COR. 39.41' N 89 25' 39"E - N 89 25 39 "E SEC. 8 SEC. 8 36.90' T31N, R19yy �...........GAQ ................ W. ................ , U HSE M' V n- 0 r Q' co "' WELL L o . 100' setback line SEPTIC ° ° "~' from Right -of -way L OT AREA z 3.1' � 388.86' LU 17 z � U - _ LO v° �7 F- ro M co w LOT 2 0 � w - 731,792 Sq. Ft. Incl. R . O. W o z !� z ° (16. 800 A c. "_' a I 1 _ 721, 903 Sq. Ft. Excl. R .O. W . r I I - (16.573 Ac. ) ° o f LL 01 °O ° U I o zl z 0 HI U <1 co C1 z I -J I of Z1 r �I V) U a1 3 al z1 m :) 1 Bearings referenced to the North line of Lots 1 & 2 subject to the NEI /4 of Sec. 8 , easement found in Vol. assumed N89 °38'50 "E SCALE OF FEET 1 = 200' 972, Pg. 574. 0' 50' 100' 200' 400' 6od 6,7 71 655. 41 S 89 23' 39 W _ - yam'; I UNPLATTED LANDS UI``dTY Lot 1 contains: I SOUTH LINE OF THE NEI /4 OF THE NE 1/4 145,686 Sq. Ft. c;r, ;pitta Incl . R.O.W. T EGEND (3.344 Ac.) 130, 683 Sq. Ft. Section corner monument r;:, rl 30 days i Excl. R.O.W. (Berntsen cap) (3.000 Ac .) 0 1 "X24" iron pipe weighing 1 .68 >� > rte! str4tf.P lbs, / lin. ft. set. ---o( -- Fence line Drafted by: J W G 493-2208 Vol. 10 Page 2827 I