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HomeMy WebLinkAbout032-2110-80-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 395180 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holders Name: City Village X Township Parcel Tax No: Williams, Keith C. & Laura L. Some Township 032 - 2110 - 80-000 CST BM Elev: Insp. BM Elev: BM D cn ion: Coo I TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark o / / 00 Alt. BM Aeration Bldg. Sewer mg S Ht Inlet y Yo a ,sue TANK SETBACK INFORMATION S Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt In Septic � / ( Dt Bottom Dosing 'f Header /Man. Aer Dist. Pipe 0."� ✓ , f5 -20 Holding Bot. System L L • OD 93 . QS L, 2 '" PUMP /SIPHON INFORMATION Final Grade x ; ;a : 71 6 Manufacturer Demand St Cover , M 2, �la3z Model Number 17] Lift Friction Loss em Head TDH t Forcemain Length Dia. Dist. to SOIL ABSORPTION SYSTEM /5 - e BED Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth SETBACK SYSTEM TO P/L JBLDG WELL LAKE/STREAM NG Manu rrer: INFORMATION CH E OR Type Of System: 3 r I O I ` Model tuber: DISTRIBUTION SYSTEM T Header /Manifold Distribution I x Hole Size I x Hole Spacing Vent to Air Intake ►1 Pipe(s) ,f LD ia y Length `� �s Dia Spacin a 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 [W No [] Yes No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: 113 Inspection #2: Location: 1793 46th Street Somerset, WI 54025 (NE 114 NE 1/4 5 T30N R19W) Valley Estates Parcel No: 05.30.19.1036 1.) Alt BM Description = n►p 6 �h ++uti, 'e� ('o(,ue51'} y 'J� w e l l -cf / � 2.) Bldg sewer length = +30 d' -pert 4,.,,f' C 54 S - amount of cover = > l/ 4 hr,,� ed �d we ���� 504/ Plan revision Required? ❑ Yes No Use other side for additional information. ate Insepctor's Sig ature Cert. No. SBD -6710 (R.3197) Safety &Ad BUI"I irgs Dlv"Sion Ca;i:y 20: W. WatWgtoa Ave..P.C. Box 7162 .) ✓alr,t� _.__.._�.�._ . N VIscons n f Madloon, wi $3707 - 7162 Us Address tk D artmont of Co 06 1 x- Sanitary Permit Application �► t Number 14 Meld wltt Cams 65.21, Wit. AMD. clods. V;6= idWwodw you pravwe 39 s1 C1 Oak it Rovitlan Y. Appi�Otlffat - >Arlm lfoa Phi Number � --- rqr Owtitr'i itna RW ROZ 0 S , 3 O, t b 32 Fmp krW Ownar't Prop" LoMOM 17 9 S S sU W ;A' s S 73d cv >;l Ig C4. Stiti FG bar Number i void CBM n. Ty" of own* tohaofs am t1sttt y►Ply) Q c, p..'ywb� � OCigr 'i or 2 Flow* Dwsw - Nmtlbtt of ttodroom .. �.+. .■.._ aVwtpi 11 Pybi#atComtas aW - Dot ft Use Itft 0 ccyy�� r ■ a - rnw■ w ■ r - Y�1111� L2 3, - ,I NY ntt UL Typo Of Pwadh {Chock o* ow boot on Has A (nttmbaftl u,hotaa for intemW =I). Coroplatm One a i! appaubie) A ' 1 'rtaW 2 Sywm 3 0 Rsphcemt of b C Addition to a County ers S td►m D. { Chook It 6apibtry Permit Previously tttued Numbst Duo Isswd i . Tyra of F+armflt E raft I M W xpply)imambtrlaf sebome is tar iawrtal wo) 7 - f go - 44 )KNO - PMMiaad I&Orouod 2:0 MQwB 47 0 Stud Ffitsr 50 Q Conn MAtwi Wetland 22 G Wslauitad ltt t wad 4111 Hewn Tapir 48 Cl Simi$ Put Si Q Drip Liras ! 45 0 AAM& 46 0 ANOWS aava ent Unit 0 0 R_ ecimuladfla 30 q Othr .� V. iAM Iai �� a vS et D bpuw a \ so App mark oat kw Asti sylum Eldvtdoa t Fiw Grade Rsq*W 5p jo Propead �SI'�ds RtsKt3tieJDtytlSq.gt.} fMirs,lUtt:B3 8isvation 85 < < 7C(.2�`� T ool i+zater A4tnuttutsr 31to l', PYr'bor Pitstic thihdtt of Ttakt ' Coat "s COatttut W aims N ew Odift f - ji * - O - twft , V& tie tier !sa t POWTB tltewe as its a�teritad t None MW flab ou photo Numbei • a i,,,,ulr� � 7 � l S 3c1^6 � /,Z1 � ftwfte oeo. . . j1 ) =AC3 It Apoatatuta (No lamps) hn ib W Admit ��. etu for D�p�S � /�' � o.,..Q D • � /-� st.9.s . Sy�� "'^'". {- �� OR (fi �►�' i _', t � ` �� .+- i C - �s �.►► 0. /- Ro' w v J A oil. ,rSH�46'J�S (L. 05101) ke: fik of:ycQar AA/ /-Il/ ZS% reab I f S o n, e vs,e -7 ��liyG / /D, �ibZ / ' idJc 954 �v e •j D �1 D \v ` 61 �,a3kQyTrevc��5' a 6� T W,4 S'o rr► es� s e r6�►li;adG rya, ry s N p C:2� "Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, t/Yis. Adm. Code r County S_ / Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan mutt T ' 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 1/4 1/4 S T N R E (or� K 2 i �--k 4- r ,Q Govt. Lot ,{� L ,(� Property Owner's Mailing Address / Lot # Block # Subd. Name or CSM# 1 3 ib 5f� , / F C ecb�r o 16y Es City + State Zip Code Phone Number ❑City ❑ Village (A Town Nearest Road Y►k l�T �� ( ) O � ® New Construction Use: ® Residential /Number of bedrooms Code de . N d ~ flow to GPD C1 Replacement ❑ Public or commercial - Describe: ''`` II Parent material i l' I Flood Plai ation� low c ft. General comments $�l S I "e v� 2 I V - �/ 9 y 8 o 4,–, r g y R and recommendations: /�L f , e `<- V , 96 • od S S t`/ E CA� J F I E] Boring Boring # © pit Ground surface elev. 9,Y-&C ft. Depth to limiting fa +6__ . -�1h• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture structure Consistence Boundary Roots GPD19 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. f f / - Ef1#1 'Ef m r C I is -S i O 3 (0' W1 r — — ;7 - 1 ruf' 9`f• Sfl q.7- a Boring # ❑ Boring — ® pit Ground surface elev. /X Z 0 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 1 CS I v Z. 12- -z2 s/y — ej 7, mah L ��- — 3 LZ-10 , 3/ — L TZA Aot, -,k 0 AF-U, i * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/- and TSS < 30 mg/L CST Name (Please Print) Signature CST Number a �._� Z 330 Address Date Evaluation Conducted Telephone Number Zr zs 7 -1 R Property Owner if � u Q VVl S Parcel ID # Page ?— _ of F -1 Boring # E] Boring ® pit Ground surface elev. 9 Y. (� d ft. Depth to limiting factor q 6 in. Soil 3 Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD 1f1? in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 'Eff#2 I o -/ 10 3/3 '� Z "i L Yr, r LS - S , Z - Aly la,,,-316 — L Zm 3 S9 10 - �.S m Y- ,2 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. 'Eft#1 'Eff#2 F-1 ❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. Pit Soil Application 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:s 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. SBD -8330 (R.07/00) PAGE �S % E % S 5 -So or E � #1 SCALE: 1 "= y p BM I ELEVATION l00 . p BM 1 DESCRIPTIO o / "p �� Q, D e_ w/ / a u BM 2 ELEVATION 9 9• S"U S BM 2 DESCRIPTION SYSTEM ELEVATION a gy. 8o Go w K 9`/• So ALTERNATE ELEVATION 17& cs o CONTOUR EL TION q d. So, N i A QM t Q � z •� 4 ZOO 99S'o P(drnar - S- C SIGNATURE DATE F PAGE a OF Vill n � • ; �r -r�� � � �17t1 i m Fri I mi M C n " Cl C z o N Q W IT y rte' �p 1 's E 4� T 2. o �" s o C c C -- _ c cc _ �� CD g x ? ro c P oo x E CL q c r � �. N_ av!R 0 q � $, cr ijl, N vi a to a• r- O d J C =w � _ r s to� ?�CL Ul are k IT Q; i v 3 c� W -•+ CL ' CD ce o invert 11,41 ~ 4 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 Des i n Specifications Sanitary Permit Number C l' S Number of Bedrooms I t Design Flow - Peak ( pd) Estimated Flow - Average ( pd) Septic Tank Capacity (gal) Soil Absorption Component Size (W) Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operat Septic Tank Component Soil Absorpti n Component Design Flow- Peak (gpd) 2 - Maximum Influent Particle Size (in) 1/8 Maximum BOD (m /L) 220 Maximum TSS (m 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 and outlet filter shall be assessed at least once every 3 years by inspection. T outlet filte s haft be cleaned as necessary to ensure pro er ° n. The filter cartridge be 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 113 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. P Y P 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 P absorption component's operation must be assessed by inspection at least P P once eve three ears. The inspection shall include recording the levels of ponding, if any, in every Y P 9 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 8011 Absorption Component the com � 'r over within ten feet 0f co Plantings of cep- looted trees and shrubs directly o of po � should be avoided since root intrusion into the component may obstruct wastewater flow. Contingency Plan In the event of system failure, a new system could be Installed in an alternate area. With the Installation of a diverter vaivs, the existing system could also be reused after a period of three to four years. it Is the property owners responsibility to maintain the alternate area free from any planting of trees, shrubs, etc. In case of failure of the original system, the alternate area will be needed. If h any trees, shrt,�s, etc. have been planted on the alternate area, they will have to be removed at property owners expense. If alternate area is destroyed, there are other alternative systems that can be used, in which, could result in added expense to the property owner. Any tank abandonment shall be done in accordance with Wisc. Code 83.33, Any questions regarding this code, please contact your kml Zoning Office or contact the Installing plumber. zmN %N � '� I' i FROM : PC COLLOUA BLDR &BROTHERS EXC FRX N0. 7152943632 Jul. 30 2001 11:47AM P6 JUL ct '01 WW c51 ';11% L)LL. I LC A P. � ,�1 : PC C U-OUA YL R U RDTHOPS eXC FAY, NO. : 7152943f a"`c J61. 35 2201 13 : 4;AM a2 ST Mix cour TTY 8SP71C TANK MADCMAMM ACWJL MUNT AND OWNERSHIP CERTIFICATION FOAM alr/8uywr , Ate- Praperty A" =.- '14-N N^44060� Uqdvsd & ut ter saw �tCd .�.....«�..,.�.....�.. 1'amei Maakfiaction NUMB r i+�3► ! > ,�,. , /•, Sec. , T T w , 'q Town o f 8abdi+waa A Let 0 l d mad By map * Vow Pap 6 Warmly tea _.....' v .� s�?.�'....., 4= b0aw v Yom cl so Lac U= doWsa ca yu 4 go" ox diw are tole ar.y Ibn ymet ac itnam bso a Inned tom• wMe yaa w t ;ft i 07 ft o aws aQ+stLs mooa�. of de..�e aW[e cwt a Cregp � di. w.ae � �, . TIC p4pow now to a 9c Cc*& s angs"" hm dsw 1w to ow►aes a.a � � swMM Saba* MA POWat (IT ,40 aopia kakis taw own I i1p atdolp Vek dw aadM*W bm aawd gds abow aorgrmem cwt mss a. a.h k dw y, j w, dim ' , N VAk U a4u. Anh 'w'k� �• a.+K�►a,a Do�'aammeios oriel �,e n,e�.mw�c.txnm�t �,aoa�oo�, rote �arseo�� ao�per� - +� �onbe.amuaba oe.ewe�ea.� e,�eam m��c ao� �grzee� a�r�a�o t on or DATE I ¢wo at* to rfl lbblMma oa dd9 Em ace Im a. IM bau da0► (oaey toamarteftL [ (ws) a:a (aria) quo 0wweA oS •> wy d..d rwor d ie �o�icler of Deab bt0ae. .� cw D lag a f AW4► khomidn &a i t l aw g ilo 9r do MAM potpt bcbg ievQW by *1 Z ft MpMMML ssssas t+rebwdrt w� dd. aM409OW s MMM Md wM=1F 4W from do RMW pwr oft oo& **W a as e[ me nrr y aw it rdwo w 6 MO& in We VwnL w dwd he Time Ju1.25. 7:43AX vo►.1559P 289 " STATE BAR OF WISCONSIN FORM 2.1999 KA THLEEN I$Z3 6 :X g WARRANTY DEED GISTER OF DEEDS Document Number ST. CROIX Co., WI This Deed, made between John L. Lund, a single person RECEIVED FOR RECORD 11 -14 -2000 9:30 AM I Grantor, and Keith C. Williams and Laura L. Williams EXEMPTI DEED Iii _t�`��F h� Si.�nc� CERT COPY FEE: COPY FEE: TRANSFER FEE: 119.70 RECORDING FEE: 10.00 Grantee. PAGESt 1 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area Lot lat of Cedar Valley Estates in the Town of Somerset. St. Croix Name and Return Ad ? GI'!1 i O: County, Wisconsin. Edith R,'alty Tit 400 South 2nd Street Su 1;115 * A udson, VJl 54016 032- 2110 -80-000 Parcel Identification Number (PIN) This is not homestead property. Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Of) (is not) Dated this 2-1 day of November 2000 A lin L. Lund AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. NOTARY PUBLIC ` —' ` t 7� County ) authenticated this _day o€ Personally came before me this ✓ day of • November , 2000 the above named John L. Lund, a single perisc TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Stars.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Attorney Kristine Ogiand Notary Public, State of Wise nsin Hu Wl dson, 5401 My Commission is perman f t, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ,) • Names of persons signing in any capacity must be typed or printed below their signature. Intcrmetim Protsuiomis company, Fond du tae, wi WARRANTY DEED STATE BAR OF WISCONSIN 1100455'2021 FORM No. 2 - 1999 FROM PC COLLOVA BUR &BROTHERS EXC FA!( NO. : 7152943632 Jul. 30 2001 11:47AM P5 JUL l.O ' �'1 W w • �1H1'I b:i'Ib L�l. I k� �. 12 .... _ CEDAR VALLEY ESTATES LOCATEQ i++t MAT OF TAB 3WV4 Of W NEA MW 0? T4 NW" Or THE NEA Burp Ptr Of 7Hi NOM Of TW NI IA all W WTON, IS, T3W, ROW, TOWN OF W Rk r. ST so Wd 4t hki .1 ca0�x QOW+r4, w�leeryN . �r,rYMwr• r yA •w .r.0 . I •.• a..... ... - ♦ .. .. .. w .•. vim; Iv i r 146 — v 1 I ' 1 Y•. I r/'' \ Ir �� I @@ r 7 rar ~+ • ii iM III 1. w A r �1. ••`� Y Y .sir,.' � w 7 i . I�IYtrty �. •r � f • M , •�'.,. sr / � 1 f ev • + A i,l, t 1, b�.- .,,,� , a•Yr �rA" • +'yam • � r ` ,7 • 110 a ,. �+,•�j�+ 3 `. C + YY •.. « «l I """'+�.. rw r .s.. .r �' ' I. a 1j •, Y'., 7 Ifr.r .�•r • ' q MYI•r:i�jt. •• Z IM. •, i � ' .w rye,.,_. /' � rw � Y Y •araw nr • •. •r•rw LL r -' ""••!1 P". IOt.•Ir ,y r w• l�wll'6 ON W .." . ' � .•... Y ��i`i � :�Y• vim. f'(1 4� t O i�.. ,��7- Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT P age i of '3 Labor and Human relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code CO Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but S C not limited to vertical and horizontal reference point (BM), direction. and % of slope, scale or [REVIEWED RCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. 032-2017-30 APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION BY DATE PROPERTY OWNER: PROPERTY LOCATION Mi ke Lundberg GOVT. LOT V4 1/4,S 5 T 30 N,R 19 j (or) W NE PROPERTY OWNER'S MAILING ADDRESS LOT # I BLOCK# SUBD. NAME OR CSM # 18 na Cedar Valley Estates CITY, STATE ZIP CODE PHONE NUMBER []CITY (]VILLAGE GOWN NEAREST ROAD Stillwater, tyJhi. 55082 (610 436 -6172 1 Somerset 180th. ave. j New Construction Use I Residential / Number of bedrooms 3 j ) Addition to existing building I ) Replacement [ ] Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate _ bed, gpdtg trench, gpoltt Absorption area required 375 bed, ft 375 trench, ft Maximum design loading rate - --, A— bed, gpd/ft S _ trench, gpdift Recommended infiltration surface elevation(s) 102.50 ft (as referred to site plan benchmark) Additional design / site considerations system a l. based on cntour line of e 101.50' Parent material - 0-ttecl aiacial dri Flood plain elevation, if applicable ft ntk S =Suitable for SyStBm CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U =Unsuitable for sys tem 0 S El U [i S O u C7 S IOU ❑ S Q U ❑ S 7 U O S Q U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Y Roots GPD /tt in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed itarn .K# 1 0 - 10 10 r3 3 none sl 2mgr mvfr gw 2f .5 .6 1 �a 2 10 -29 7.5 r4 4 none S1 2mqr mvfr gy f .5 .6 Ground na na na no .2 elev. 10" It. Depth to limiting factor Remarks: Boring # < 1 1 0-9 1 r3 3 none sil 2msbk mfr Qw 2f .5 1 6 2 {t � 2 1 9-33 1 r4 4 none sicl 2msbk mfr qw if .4 .5 9 1� Ground . elev. N I Depth to tr limiting factor G � E Remarks: CST Name : -- Please Print Gary L. Steel Phone: 715 246 - 6200 Address: 1554 200th. 61 4. New Ric on W 540 7 Signature: Date: CST Number: mO2298 PROPERTY OWNER M1fce �> e g SOIL DESCRIPTION REPORT Page -=3— PARCEL I.D. # Boring # Horizon Depth Dominant Color Mottles Texture Structure Roots GPDlft r3 In. Munsell 4u. Sz. Coat Color Gr. Sz. Sh. Bed Trench 1 —12 none sl 2mar mvfr 9w 2f .5 .6 2 Ground 3 32 -50 5 r4/4 c2 7.5 r5/8 sici m na na na n .2 elev. 99.3 --- ft ' Depth to limiting factor Remarks: Boring # 6 Ma Ground elev. ft Depth to limiting factor ------------ Remarks: Boring # Ground elev. ft Depth to limiting factor Remarks: Boring # Y Ground elev. ft. Depth to limiting factor t o STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 tike Lundberg STM2 3254 NE�k S5 - T30N - R19W New Richmond, WI 54017 town of Somerset (715) 246 -6200 lot #20 -Cedar Valley Estates N 1 "= 40 ' BM-= top oft" pvc pipe @ el. 100' Alt. BM-= nail in tree @ el. 102.20' 1 . 4 11f V 0 6 of Gary L. Steel 5 -29 -97