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O N ci N N 1p 2 c 4~i S cc 4) .g c m o°� E �+ rn c ^L �cx k O N,0 O �LL,aM O L O Zt y O y E •- C N -0- .7.O O 3 C z Op 3 p LL c a -o o cu ma`�c C� f6 0 L' `! 'D O.? N a � .D S'0 I Cl) � y I z y w E °o z N F- U) I O Z a N H r N E _ � I o � Q I •� v L 0 z z O n N � Q a o O r- y d L Q) N C G a v> h w g G O N i N E m n. in I • b � aaa CL N LO 0 0 00 �i 7 N N v °° N AV C O zj� O O O IS E C m C a _ N O �y � � Q n ►i C ° Lo = w+ y O 0 3 � c 9 0 23 CO CD U N N N N V V N N N O O M 1�1 N c T M w 7 E N L _ • O CO fn to v O Z y a i • E A v a t 0 N C) Wisconsin Department of Commerce 4RIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 463090 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 Holder's Name: City Village X Township Parcel Tax No: Snyder, Caleb I Springfield Townshi CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range/Map No: �J V �. GSA' 28.29.15. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic , i / Benchmark 3 • tj 16q ! ` Dosing ` Alt. BM �', $ / 6 3 :-7 1• i �� �� Bldg. Sewer 7 Holding SUHt Inlet • � TANK SETBACK INFORMATION SUHt Outlet �► TANK TO P /!, WELL BLDG. Vent to Air Intake ROA Dt Inlet Septic I q Dt Bottom 3(,o �A- ���� ._, -, 13. 1.2- Dosing � ^' Header /Man. z 3C /O ,s w / v z�� 1. Aeration 7 t Dist. Pipe Holding Bot. System 2. ' PUMP /SIPHON INFORMATION A Final Grade Manufacturer i Demand St Cover GPM \ - Z•% Model Number TDH Lift Friction Loss System Held T t Forcemain Len th t Dia. I/ Dist. to Well / Z I SOIL ABSORPTION SYSTEM BED/TRENCH Width / Length No. Of rench PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS i 1 Zo e o SETBACK SYSTEM TO PIL JBLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of ystem: �x/ UNIT C, . ) Model Number: � dJ /v DISTRIBUTION SYSTEM Header/Manifold I i IDistribution �Z� r / x Hole Size x Hole Spacing Ve% to Air Intake ` Pipe(s) i t hJ Length b Dia Length �� Dia ��' Spacing � J SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only G Depth Over / Depth Over xx Depth of rxeeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges e. Topsoil /1 5 ` Yes No yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: I ' W / ®� Inspection #2: I / Location: 2965 72nd Ave. Wilson, WI 54027 (SW 1/4 SE 1/4 28 T29N R15W) NA Lot 2 rrO*�' +�o Parcel No: 28.29.15. C 1.) Alt BM Description = oJe! �' °� ` �a� �S J- S d VN_ 2.)Bldg sewer length Cu CJ e r e V� - amount of cover = �, Plan revision Required? El Yes No Q T� Use other side for additional information. ( t Date I epctcr' ignature Cert. No. SBD -6710 (R.3197) r Safety and Buildings Divisio Co �� nAln i W. Safety a �} 'A O. Bo 7082 ( , �� �> . ,e ScOn�r�n 1*i Iv n, 5 i tW� 7082 Sanitary Permit Number (to be filled in by Co.) 261 -6546 ) Department of Commerce (608) r� Sanitary Permit State Plan I.D. Number In accord with Comm 83.2 1, Wis. Adm. Code, personal information you provide Z maybe used for secondary purposes Privacy Law, s 15.04(1)(m) Project Address (if different than mailing address) I. Application Information - Please Print All Informat f t r ' )' s ~ x of / VL d Prop Owner's ame Parcel # Block # ``''` C-Q�z C e� ; :, �� �3�1- �L2 -aO Property y Owner's Mailing Address / Property Loca ) S it. rt ,f d � '�i, .Section � U City, State Zip Code ell fn'Ser �r tial � Auc]eoj�e) II. of Building (check all that apply) T _ �_ N; R E orQTis � Subdivision Name CSM Number or 2 Family Dwelling - Number of Bedrooms u �J ❑ Public/Commercial - Describe Use _ ��' r 8 I - j( r X7 6 7 ` ❑State Owned - Describe Use ! , , y / X J Z OTp ❑City ❑Village @'township of III. Type Permit: (Check only one box on line A. Complete line B if applicable) A. New System ❑ R Replacement System ep y ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: Check all that appl ❑ Non - Pressurized In -Ground ❑ Mound > 24 in. of suitable soil 1 Mound 124 in. of suitable soi ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) /7 ,- S 6 C: V. Dispersal/Treatment Area Information: / S Design Flow (gpd) Design Soil Applicatio W. ggd§Q Dispersal Area Requir d (sf) Dispersal Area Proposed (sf) System Elevation «� S 3. VI. Tank Info Capacity in Total Number 7manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank J 1, GL� 1t1 Aerobic Treatment Unit J � /l Dosing Chamber t� 4/ t . CJ ✓ VII. Responsibility Statement- I, the undersi ed, assume resp sibility for installation of the POWTS shown on the attached plans. Plumber's Name (P ' t) Plumb Signature . 94MPRS Number Business Phone Number Plumber's Address (Street, City, S4ae, Zip e) VIII. nty /De artment Use Onl pproved ❑ Disapproved Sanitary Permit Fee (i eludes Groundwater Date Issued ssuing Age t Si atu Stamps) Surcharge Fee) 2 / d�� l� ❑Owner Given Reason for Denial J // IX. Conditions of ApprovaVReasons for Disapproval 3 UGt�Las 7K C S YSTEM OWNER: Septic tank, effluent filter and aYWYH.S3. SC -7 Z y w dispersal cell must all be serviced t maintained as Per management plan provided by plumber All setback requirements must be main alne as per applicable code /ordinances f _ . q. Attach complete plans (to the County only) foy4jdsystem on paper not less than 8 1J2:11 igches size SBD -6398 (R. 08/02) • � aa.p� ft. 0) HIM X49,5) 11 j h i A o 001.0) JQA 001.0 f Y t• t l o..j W a z •' 1" SLAl • 'b . l OKs �►.5� �3 �w ��� 4 vhf 1ti ,...c. w tz3 �.,•. c.��w�� ot. o� No g3Qt 60.�� �tt•��..�►. (� ol ,i 3 � X 0 ? a 2 0 f . J % k � c_ k ; §s \Q! ■ ( G 0 = — o � ID w t o (o k E o 0) \ @ m cr 0 § E F N) § $ . 2 $ J © f i / � \1 CL \ ƒ \ B CD � 0 o o r ° 2 \ � (A & M M M -I R o 0 o '' < e z f 7 U) ■ (a wl % > 9 ( 7 v r \ @� I \2 �CP t ; " ± � .. ; / > [ 2 / & \ } ! / � 7 � ( § � } . E iz z o / @ a m w e m 06 k ; o F « 7 I m \ LO ƒ / � I ® o]k in o CL v R77\ Ry < z % / \ P E ƒ %7 t ' 0 o = { {{ \ ? o \9 $ \/\ k / ® g { 0 N < I It Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 isc0nsin TDD #: e.sta 264-8777 www.cornrnerce.state.vd.us/sb Department of Commerce www.wisconsin.gov Jim Doyle, Governor Cory L Nettles, Secretary Br k ik October 07, 2003 1 0 1 1 q76 3 - rim (sru P2s'l�c� _ dw- CUST ID No, 222774 A7TN.• POWTS Inspector 0 HENRY F GROTE ZONING OFFICE CERTIFIED SOIL TESTING ST CROIX COUNTY SPIA E4366 353RD AVE 1101 CARNUCHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 ................ _ .. CONDITIONAL APPROVAL Itl#ttlCittfltbea<S PLAN APPROVAL EXPIRES: 10/07/2005 Transaction ID No 92629 _ Site ID No. 666058 SITE: Caleb Snyder Please refer to both ><denbcatYtn numbers, • Town of Springfield, St Croix County 6� respoltdnc welt ti1C SW 1/4, SE 1/4, S28, T29N, R15W en cy FOR: Object Type: POWT System Regulated Object ID No.: 923721 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: k Pursuant to outlet filter product approval stipulations, maintenau=information must be given to the owner of t he POWTS explaining that periodic cleaning of the static tank outlet filter is required. The access op used to service er shall terminate at or above finished grade with a watertight cover. • Proper landscaping of the mound and installation of an up slope surface water diversion are critical to proper operation. See plans for details. • The correct electrical conductor gauge to the pump tank should be checked for proper conductor size. • This approval is based in part on an interpretative . determination approved pursuant to Comm 85:60(2), Wis. Adm. Code and recorded under Transaction Numller 926292. It is subject to stipulations and conditions set forth in that approval.. _ t! p - 0� A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. i HENRY F GROTE Pagel t 10/7/03 I The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 300.00 Refund Amt $ 125.00 eroy G. J ,Wastewater Sp ist Integrated Services Bureau (715) 726 -2544 Voice (715) 726 -2549 FAx lj ansky @commerce. state. M. us I , i i � s s S e p /� Caleb Snyder - Mound 9 1C � �V �� Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufaL & specifications. Construction methods must comply with the following Component Manuals: (; Mound, SBD - 10691 -P (01 /01) Pressure Distribution, SBD- 10706 -P (01/01) Location: SW 1/4, SE 1/4, Sec. 28, T 29 N, R 15 W Town: Springfield County: St. Croix Date: October 1, 2003 2a w� 9 Owner: Caleb Snyder Address: 2953 72nd Ave. Wilson, WI 54027 c�G.•.....S /���� C? F H E RoTE ..* Grote = C Designer: H p_16 pN1E � _ M Signature: ' MEN WIIS• loo i aES1GN�a`��. License # WI D - 16 007 Attachments: 6748 -Plan Approval Application SBD -8330 Interpretive Determination (pending) Jansky on -site report page 1: cover R.O.W.T.S. 2: design criteria & calculations Conditionally 3: plot plan- system area detail POT 4: system cross section 5: plan view, lateral detail DEPARTMENT OF COMMERCE 6: pump tank exit detail DI SWON OF SAFETY AND BUILDINGS 7: pump curve 8: construction detail SEE C RESP ENCE 9: plot plan- general 10: system management page 1 of 10 Design Criteria Residential Wastewater t Contaminant < Load: 30 mg/L BOD < mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg/L 3 Bedrooms x 100 gal/bedroom/day x 1.5 gallons /day hydraulic load Design Calculations In situ designed loading rate gallons /sq. ft. per day Depth to estimated high ground water in. Depth to bedrock >'I in. Cross slope at system S" c Force main length 'Soo ft. of z in. Manifold/header length N (V ft. of in. Drain -back a • 9 gallons �. Lateral length @ s� ft. of �`�Z in. Lateral elevation ('0+.0 ft. @ bottom of lateral Lateral hole size 316 in. @ 3 b • o in. 3 • ° ft.) Spacing holes /lateral holes total f 4 Lateral volume gallons Total lateral discharge rate 2. to. gallons /minute @ z ' s ft. head Network pressure compensation losses Elevation difference Iz• ft. Friction loss ft. @ gallons /minute Total dynamic head Pump /si*n 3 4 gpm @ ft. of head Manufacturer o ¢.<<'Q.' Model # K 2 Dose volume 1 e .q4• gallons Lift/sip'hon tank l_� , , w.aa. k ycro t0 gallons Septic tank v gallons Effluent filter a (� Measurement pump on and off L in. Height alarm from tank bottom in. Reserve capacity ; gallons specs.calcs.res i i I Page 2- of ( o C - �-��� �� aG�•t� 1 `e ���. 5w- SE- 2$-Z�i- �! 7 111 0--K - . �-+�► L 4ti w � L g � y 1 l Y A CAJ tD G'ry 2t2�� -�s QyVnyn.p�va.� S }vy...r 1 e Pvc S4\ dwl / ( �aaLS O JJJ �2 � t•'t I q4. O4 P ^MY �O ►�K .1'O ��w�4 �.If'�NC'W� 1 / v l i t-a 000�oa ��R�e [•• —3� � l F c_ 001, o b Y `Cc Cwo 1 t3.7- t Z AL . a 4 Ilk c� S S N. (t.� n 0 6%. o) lo ty ! Z. 0 1 „ 1 z O.vtrr 31.3' i r i i j I; �1 AtA V iG�M 2.01 w3Lt 11.5' I -- it's 4•c 11.•o 1 w 3.0 � ss�.S s I, 3 / � 0 1 at o ti \ « � QJr � �¢y,v►w �� O vA � : »4.. �l J Is. �.. t \ � ° aw. �0.. 17 •t¢i. �M t.. �11..1v� h So i •. z Foct�� I'�,a,w k �'t' ,� L � (� IL_ WEAT►iE�PRD�F LO.CKING�GOVfiR JLNCTic H 71P7777 77r17r777Ml Bccc awcK D3�GDUVLGT --� ----� IL 4 P1P6 3' c no No►gSu �AF'F geko So L_ 2 4u Z.). � Gw 40 KMii i�sr Lp (� cp►�aovt.Q A S!(ET 3bNrJ _ —� 4 I.E� 1AL Ks LT 1 0 1 \t T Owi'�a. i 2.0 0» p PwlP GO�vCRE L�v b�oGK Cc 0 b, liti. SEPTIC i SPEGIFIGATIOIJS f DOSE { Tou..S MAWL)FACTURCRI ��� QLM9ER OF DOSES: PCK D..= 3333 TANK 51Z[ : , 6u GALLOWS DOSE VOLUME 8 g¢ r c ALARr'1 M/114UFACTURCR: S `� `< -�'�• INCLUDING, OAC.KFLOW: ^0OCL WU"EK: CAPACITIES.' A= IuCHCS OK M+ -Q.v�� p SWITCH TyPC; 8 c Z INCHES OR � ' ,�., PUMP MANUFACTURER: }� C •�� IWLHCS MODEL UUMDCR: 2 O n 9 IIJ�.HEL OR IS�B`E SWITCH TVPC: \/A {DOTE' PUMP AWD ALARM ARC TO 9C MINIMUM OISCHARGC RATC � GPM INSTALLED OW 5EPARATC C KC_ -, YERrICAL DIFFEKEWC( 6CTWEEW PUMP OFF AUO OIJTRIDUTION PIPE.. FECT + MIKJIMUM AJETWORK SUPPLY PKE;SUK . . . . . , . . . 2•f FCCT < + ! FEET OF FORCE MAIN X �, , FACTOR. "� FErT � 2 � — 2o.rDg TOTAL Ot 1WAMIC HEAD = FLEr WTER WAL. DIMCIJSIOWC OF TAIJK: LE 1JC,TH Orr 3 b t . ;WIDTH -;LIQUID DEPTH PAS 6 a t o I ;01 60:6T 69 -83-4Y l ed B T Jir t�g5 T : NOl1d Cq GOULDS PUMPS S tib rsible tnivent P u rnp EPO4 • Of EP0 Atri+=TWN$ N ly subm"VW ip high p ■ &" MwIw.. ms TwMxI- w Bea Upper OW lower 5peditnlllr deaignap this w n SOW,W r inbred n � lowm uses: meat trMtater, w l 8w ftw Ruwed • Effluent system thermconticdeMp praMw AUNCY� . * A% tA ble (MtrtintW4 *farms l � sw der sump marita (nCIWs Meda�dgl * � ci°A'" Nmwt�r vAm ad r tiletl w Mebr Hw/�: Cast iron t Swi0 somnM (CSS listed model numbers tt t for ef5dent hest buder, end in "F" or V.) sttava artd durMV. l UFIBlTItIMS WATUM w NOW COW The aAwftMtrts wM ttpe"w r coeerwltft eltegral ht�n erad • Sdids haWft apahl !V- w SW b"Nw- Thurrno- flnetwAm 00ch" o oir racomtrm_ ply semi pe" MOW pantt. • Capecow rip to an GPM. wMf Ww out vanes •tor w pWww CSs* t3evare duty * TOW heads: up M 31 ibst medtgrsCSl seal Amooetlaa• sled eA >tnd t+�r �ttettt • OW" s hm tw RPT. • fMwtmkal s eat: carbo t3tlmdwbmers. ry. • tC4°P � Cbetirmw 140-f t� irmerfrmeertt: t. �teneta~ 3p0 series � ..., ., ' - - • stak�ss sleel. . .,.... �..�' �.W'. , eY wipeout da+e bo e r _.. i.. a j • EPO4 9rgle phow 0A W. Ifs or 230 V, 6o H1; 1550 R DuA iR & wda4d telth gulanuft EFW S' 0 4b phaw 0.5 HP, s rs�.... _ �,....�._ .... } .• ... _ _._ ..; .. �.. ,....... . �. 115 V, 60 Hz,1550 RPM. b moos VNt in Overload wlltt �... . tUJt 1lse� $ rod• _ + �.. .;.� .. r - ..... ...... 100wo".10foot a - s, MW WM three prong r --- -- f rid V plug. 000orW 20 p O,1 t3 BJrW with p 0 a .. i three pug g nding plug °°" (standard on EFW). , 0 2 4 6 d Id ig "11NyA i Goulds Pumps i wsoouto+ ITTlndustrnes Bawl tMOrwn. zom Zed =(I I TS:ST S9 -6T -LA , TOTAL DYNAMIC HEAa /CAPACITY HEAD CAPACITY CURVE PER MINUTE EFFLUENT AND DEWATERING N MODEL 152/153 W w MODEL 152 153 � � I 50 Feet Meters Col. Liters Col. Liters 153 5 1.5 69 261 77 291 12 40 152 10 3.1 61 231 70 265 0 15 4.6 53 201 61 231 a i 20 6.1 44 167 52 197 U 30 M 8 25 7.6 34 129 11 42 159 0 30 9.1 23 l 8 7 33 125 a 20 35 10.7 -- -- 22 �� 85 ° 40 12.2 - 1 42 4 Lock Volve: : 38.0 Ft. (1 j 44.0 F,. (' 3.4m) 10 - -- -- — 014soe 0 20 40 --, 60 SO 100 GALLONS LITERS 80 160 240 320 5 ;/4 0 3 27132 -- 4 5/8+ -, FLOW PER MINUTE i CONSULT FACTORY FOR SPECIAL AP ATIONS e • Timed dosing panels available. „ • Electrical alternators, for duplex systems, are available a supplied with an alarm. I • Variable level control switches are available for con Iling single phase systems. • Double piggyback variable level Float switches a available for variable level long and short cycle controls. Y „ Sealed Qwik -Box available for'outdoor ins Ilations. See FM1420. • Over 130 °F. (54 °C.) special quotation re uired. 1521153 Series 152I153 MODELS Control Selection Mo del _Volts-Ph Mode Amgi Simplex Duplex N1 _115 1 Non 84 1 2 or 3 BN 15 2 115 1 Auto .5 Included 2 or 3 sK2oe4 E152 230 1 Non 3 1 2 or 3 I _� BE 152 230 1 Auto 4.3 Included 2 or 3 N153 115 1 Non 10.5 1 2 or 3 BN153 1 1 Auto 10.5 Included 2or3 SELECTION GUIDE E 153 230 1 Non 5.3 1 2.3 BEi53 230 1 Auto 5.3 Included 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. a CAUTION 2. See FM0712 for correct model of Electrical Alternator E -Pak. All installation of controls, protection devices and wiring should be done by a qualified 3. Variable level control switch 10 -0225 used as a control activator, specify duplex (3) licensed electrician. All electrical and safety codes should be followed Including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). or (4) float system. d RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O. BOX 16347 Louisville, KY 40256 -0347 Manufacturers of. SHIP TO: 3649 Cane Run Road pp L /- ® Louisville, KY 40211.1961 QVa[ /Tr / SNCf ��c%7 httpa /www.zoeller.com PUMP L O (502) 778.2731. 1(800) 928 -PUMP FAX (502) 774 -3624 C Copyright 2000 Zoeller Co. All rights reserved. Snyder Mound — Construction Detail I I 1. All vegetation must be removed from the mound site. 2. Mound site soils must be relatively dry prior to plowing and sand placement. i i depth of 16 inches to reorient an primary i 3. Chisel plowing shall be a single pass to a d p y p y or secondary platy structure in the upper soil horizons. 4. Surface runoff diversion ditch bottom shall commence nominally 10 feet south and east of the south system end at a nominal grade of 101.2 and terminate about 135 feet later about 10 feet north of and 17 feet east of the north system end at a nominal grade of 101.2. At the south end the ditch bottom will be about 1 foot below grade at a nominal elevation of 100.2; at the north end the ditch bottom will be a nominal elevation of 97.5, about 2.7 feet below grade. This will give a pitch of 2% to the diversion. 5. The diversion ditch shall be constructed with a flat bottom of about 3 feet width with side slopes of 4:1. The ditch must be seeded and mulched at the same time as the mound system is seeded and mulched. 6. Additional soil shall be placed near the center of the mound up -slope toe such that a nominal 2 percent gradient is established from the center to both the north -east and southeast mound ends; this is to ensure that the mound structure does not trap any surface runoff which would add to the effluent hydraulic load. All final slopes from the upslope toe of the mound to the west edge of the diversion ditch sides should be a nominal 2 percent to the ditch. Page 8 of 10 M N System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber or the St. Croix County Zoning Office, 715 - 386 -4680, should be contacted for assistance. General Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1 . If the septic tank is installed prior to sheet -rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2 Install water- saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly. 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or pump tanks are no longer used, they must be properly abandoned. 11. If construction timing and weather could create a frozen infiltration system, weather - proofing with plastic sheeting and heavy mulch ing may be required to maintain a functional system at start-up. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back - washed into the septic tank to remove accumulated material. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in -situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down -slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run -off into the system area. 11. The diversion ditch upslope of the system myust be maintained to divert surface runoff to the north. 12. Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and /or installation of additional treatment components or conversion to a holding tank may be necessary. Page 10 of 10 i �! Submersible Effluent Pump <,. e 3871 EPO4 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover. Thermoplas- • Homes components. tic cover with integral handle Farms Available for automatic and Motor: manual operation. Automatic and float switch attachment • Heavy duty sump • EPO4 Single phase: 0.4 HP, models include Mechanical points. • Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty • Dewatering RPM, built in overload with preset at the factory. rated oil and water resistant. automatic reset. ■ Bearings: Upper and lower SPECIFICATIONS • EP05 Single phase: 0.5 HP, FEATURES heavy duty ball bearing 115 V, 60 Hz, 1550 RPM, construction. Pump: EPO4 built in overload with ■ EPO4 Impeller: Thermo- * Solids handling capability: automatic reset. plastic Semi -open design AGENCY LISTING 1 /i maximum. • Power cord: 10 foot with pump out vanes for - • Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. ca- Catradian standardsAssociaBon . •Total heads: up to 24 feet. with three prong grounding _ • Discharge size: 1 /2' NPT. plug. Optional 20 foot ■ EP05 Impeller: Thermo- (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for end in "F' or "AC ".) rotary/ceramic- stationary, three prong grounding plug improved performance. BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 ! + + • Capable of running ! !W�`'= �-�' dry without damage to 9 30 components. Pump: EP05 6 SFr • Solids handling capability: 25 Zw. 1 /' maximum. W z • Capacities: up to 60 GPM. _ ! • Total heads: up to 31 feet. 2 6 20 3 , • Discharge size: 1 NPT. z 5 - - i • Mechanical seal: carbon- 0 15 ! rotary/ceramic- stationary, _j 4 ( or i BUNA -N elastomers. o I i - EPoS.— • Temperature: 3 10 + ! + 104 °F (40 °C) continuous 140 °F (60 °C) intermittent. 2 5 t �✓ 0 00 10 20 30 40 50 GPM L L 0 2 4 6 8 10 12 m -/h CAPACITY ®1995 Goulds Pumps, Inc. Effective May, 1995 83871 • SAFETY AND BUILDINGS DIVISION 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 hsconsin www.commerce.s i us/sb Department of Commerce wvuw.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary October 07, 2003 CUST ID No. 222774 A77N: POWTSInspector HENRY F GROTE ZONING OFFICE CERTIFIED SOIL TESTING ST CROIX COUNTY SPIA E4366 353RD AVE 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 10/0712005 Transaction ID No. 926292 Site ID No. 666058 SITE: Caleb Snyder Please'refer tolboth identification numbers, Town of Springfield, St Croix County above, in aII correspondence with the SW 1/4, SE 1/4, S28, T29N, R15W en FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 923715 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to Comm 85.60 (2), Wis. Adm. Code to estimate the depth to seasonal soil saturation based on an interpretative determination. This approval and determination negates the requirement in Com 85.30 (2) (b), Wis. Adm. Code to designate the ground surface as the highest level of saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. "D" dimension location is along the 101.0 ft surface grade contour line only. 3. At least 30 inches of sand lift on top of a 6 inches minimum of unsaturated in -situ soil for adequate treatment and dispersal is required. 4. A soil application rate of 0.2 gpd/ft^2 and a linear loading rate of 3.75 gpd/ft shall be used. 5. Chisel plowing to a depth of 16 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum that is weakly structured and slowly permeable. 6. Landscaping up slope of the mound shall be incorporated into the mound design to divert surface water drainage around the mound system. In addition, an up slope surface water diversion shall be installed to divert surface and near surface water away from the mound site. 7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change of if saturated conditions were observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 9. A copy of this approval letter and attachments must accompany the mound system plans for this site. I HENRY F GROTE Page 2 10/7/03 A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation /operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 Leroy G. Ja sky, Wastewater Specialis Integrated Services Bureau WsSIUJA17Tt 73 (715) 726 -2544 Voice (715) 726 -2549 Fax lj ansky @commerce. state. wi. us l _ Interpretive Determination Report For an A +0 Mound Septic System CO 926 92 G On the Caleb Snyder property SW 1 /4, SE 1 /4, Section 28, T 29 N, R 15 W Town of Springfield St. Croix County, Wisconsin Submitted by Henry F. Grote, CSTM 222774 Certified Soil Testing E. 4366 353 Ave. Menomonie, WI 54751 715- 233 -0398 P.O.W.T.S. Conditionally APPROVED DEPARIWENT OF COMMERCE DPO N OF SAFETY AND BUILDINGS a LPL 1 Contents Page Introduction 1 Methods 1 Local Hydrology 2 Geomorphology 3 Soil Disturbance and Hydraulic Modification 3 Landscape Position 3 Soil Series 4 Data 5 Government Reports 5 Conclusions /Recommendations 6 Attachments Soil Evaluation Report, Henry F. Grote Inspection Report, Leroy Jansky Topographic Detail, Section 28, T 29 N, R 15 W Soil Series Map, Soil Survey of St. Croix County Wisconsin Average Annual Precipitation (1961 -1990) i Interpretive Determination Report for an A +0" Mound Septic System on the Caleb Snyder Property Introduction On July 11, 2003 Henry F. Grote, CSTM 222774, Certified Soil Testing, conducted a Soil and Site Evaluation on the Caleb Snyder property for the purpose of establishing the potential for an onsite wastewater dispersal system. An onsite soils verification was conducted by Leroy Jansky, Wisconsin Department of Commerce Wastewater Specialist, on July 18, 2003. These evaluations were conducted on the east 10 acres of the forty acre property described as the S W 1 /4 of the SE ' /4 of Section 28, T 29 N, R 15 W, Town of Springfield, St. Croix County, Wisconsin. Methods Soil color, texture, structure, consistence and redoximorphic features have been evaluated and reported on the accompanying Soil Evaluation Report in accordance with guidelines under Comm 85 of the Wisconsin Administrative Code. Pertinent information has been abstracted from the Soil Survey of St. Croix County, Wisconsin. Topographic detail has been obtained from the DeLorme 3 -D TopoQuads CD mapping release. Field investigation included eight backhoe pits with soil profiles documented on the attached Soil Evaluation Report. Two pits evaluated by Leroy Jansky are located on the plot plan. Rod and transit elevations were obtained at pit locations, along a tentative design contour line, and over twenty foot grid intervals to allow the insertion of nominal one foot contour lines on the detailed plot plan. i Local Hydrology The major local hydrology input is from annual precipitation. This is estimated at from 29.57 inches' to 31 inches .2 Surface runoff is an additional input most significantly during heavy precipitation events. The proposed mound site land use is weedy sod which has not been tilled for several years. The upslope terrain rises slowly to the east in natural sod vegetation and small trees; this area can be expected to adsorb significant precipitation minimizing runoff towards the west and the proposed mound location. Dense, clay loam, glacial till beneath a shallow loess cap provides significant groundwater protection from possible surface contamination. Water outputs consist of surface runoff, soil infiltration, and evapotranspiration. Surface runoff will generally be minimal unless frozen soil conditions or excessively heavy and prolonged precipitation occurs. Soil infiltration is described as "somewhat poorly drained" for typical Skyberg and Floyd series soils. Reasonable infiltration is anticipated for the well structured silt loam A horizon; infiltration will slow significantly through the B horizon which, in some pits, is weakly structured, occasionally is observed to be platy, and sometimes exhibits higher clay content. Slower infiltration is anticipated during wet spring periods when the soils are closer to field capacity and slow to dry out. The underlying massive, clay loam till unit will be significantly restrictive to vertical infiltration. Lateral movement of water through more permeable upper horizons will be facilitated by the 4.3 -5 percent cross slopes. Heavy and prolonged precipitation - 2.5 inches in 24 hours; described as once in two years - will also slow infiltration as the more permeable A horizon nears field capacity. Evapotranspiration will be a significant factor during the growing season but of no value during the winter season Soil Survey of St. Croix County, United States Department of Agriculture, Soil Conservation Service, July 1987, p 139. (River Falls, WI data) z Wisconsin Average Annual Precipitation ( 1961 - 1990), www.crh .noaa.gov /mkx/data/wipcpn.gif 3 Soil Survey of St. Croix County, United States Department of Agriculture, Soil Conservation Service, July 1987, p. 57 & 28. a Soil Survey of St. Croix County, United States Department of Agriculture, Soil Conservation Service, July 1987, p 140. 2 Geomorphology Limestone bedrock underlies most of St. Croix County. Typically the limestone is sandwiched between layers of sandstone which is then overlaid with glacial till forming the principal soil parent material. Rockian till, correlated with the first sub -stage of Wisconsin glaciation, is the parent till for Skyberg soils. The Rockian till is overlain by a thin concurrent and/or post - glaciation loess cap. Soil Disturbance and Hydraulic Modification The proposed mound location has uniform, smooth topography, with a vegetative cover of primarily grass sod with various weeds. No recent agricultural disturbance is evident and evidence of platy soil structure was observed in only one soil pit. The A horizon has moderate fine to medium sub - angular blocky and granular structure; the B horizon typically has weak to moderate, fine and medium subangular blocky structure although one observation was made of a moderate medium platy structure immediately below the A horizon. Hydraulic conductivity of the solum can — and should be — improved by deep chisel plowing to a depth of at least sixteen inches. Landscape Position The landscape position of the proposed mound site is at the western termination of a glacial ground moraine. The moraine gently rises to the east then northeast to a nominal elevation of 1303 MSL, just west of State Road 128 about one quarter mile north of 72 Ave. Small scale cross slopes at the proposed mound site are 4.3% to 5.0% to the northwest and southwest below the 101.0 contour. The 101.0 contour is at a nominal elevation of 1238 MSL. Grassed, weedy sod is down -slope of the proposed system. No structures are down -slope to interfere with lateral movement of effluent. A natural surface drainage, intermittent stream, exists about 170 feet north of the proposed system. This natural drainage carries surface runoff to the west. The 4.3% to 5.0% slopes at the mound site will increase the hydraulic gradient and encourage lateral movement of treated effluent. Upslope surface runoff can — and should — be minimized by the 3 i construction of a drainage ditch east of and up -slope of the system. The natural contours facilitate the construction of such a diversion to carry surface runoff from the south to the north to divert water around the eastern ends of the proposed system where natural drainage will carry it to the west. Surface runoff ultimately joins a small creek headwater of the Eau Galle River at a nominal elevation of 1201MSL just south of the Oakwood Cemetery about three quarters of a mile west of the proposed mound site. Soil Series The Soil Survey of St. Croix County maps the site soils as a small inclusion of Skyberg Series from the east into Floyd Series down -slope to the southwest, west and north. These soils are described "somewhat poorly drained." Field observations of soil pits are somewhat in agreement with this mapping. Skybergs are Alfisols and Fine -loamy mixed, mesic Family while Floyds are Mollisols and also Fine - loamy, mixed mesic Family; subgroups are Udollic Ochraqualfs (Skyberg) and Aquic Hapludolls (Floyd). The Skyberg soils belong to the Vlasaty- Skyberg association and Floyd series are minor soils in this association. The soil profiles reveal more sand than is described for typical Skyberg and Floyd series soils. In particular the profile revealed by B -1 shows sandy loam textures above loamy sand above sand horizons. The Vlasaty series occurs on low ridges of ground moraines — which this site is - and includes "some areas where the surface layer is sandy loam;" also "included are a few areas of moderately well drained soils that have a gray subsoil and a few small areas of Clyde, Floyd, and Skyberg soils. " The regular appearance of sandy loam textures, the occasional appearance of loamy sands and sands, all suggest that the soils in the proposed mound area are better drained than the "somewhat poorly drained" description of Skyberg and Floyd soils. Vlasaty soils themselves are described as "moderately well drained" and are even occasionally "underlain by sand at a depth of slightly more than 4 feet. " 5 Soil Survey of St. Croix County, United States Department of Agriculture, Soil Conservation Service, July 1987, p 58. 6 Soil Survey of St. Croix County, United States Department of Agriculture, Soil Conservation Service, July 1987, p 58. Although this is described as occurring when near Arland soils which are not present in this case. 4 Field observations show redoximorphic features absent to depths of 8.5 to 32 inches for pits in the area and down -slope of the proposed mound system. In two pits (B -1 and B -2) the redoximorphic features were observed at depths below 4 inches into the B horizons. In five of the eight pits the redoximorphic features were initially observed as few, becoming common only at greater depths. These observations correlate with the increased sand content of the horizons noted above and give further evidence that the soils are better drained than "somewhat poorly." In all observed pits the redoximorphic features were not observed until the B horizon was encountered. Extensive observation did not reveal any redoximorphic features near the bottom of the A horizon. The redoximorphic features in the B horizons suggest historical, seasonal soil saturation conditions below 8.5 inches in places over the proposed system area. In some places historical, seasonal soil saturation is not indicated until depths below 19 and 30 inches. Periodic soil saturation is indicated below 8.5 inches by these observations. These observations are in reasonable agreement with those of Leroy Jansky, Wisconsin Department of Commerce Wastewater Specialist. The Jansky report indicates probable seasonal saturation below the A horizon. Data The soil and site evaluation report and data are similar to other sites which have received Department of Commerce approvals for A +0" mounds with a minimum of six inches of seasonally unsaturated soils in the upper A horizon. Examples include the Lisa Mosentine site, ID #636612, Anthony Ludwig site, ID #634143, Jon Mentink site, ID #787909, Tim Holldorf site, ID # 849265, and Karen & Keith Anderson site, ID #639788. Government Reports Leroy Jansky, PSS, Wisconsin Department of Commerce Wastewater Specialist, was present at this site on July 18, 2003. The Jansky report confirms the possibility of site suitability for an A +0" mound with certain conditions. These conditions are endorsed by this report and incorporated into the conclusions and recommendations. 5 Conclusions/Recommendations Seasonally saturated soil conditions do not occur in the upper 8.5 inches of the soil profile as indicated by the absence of redoximorphic features. This conclusion is supported by both this report and the report of Leroy Jansky. The site is acceptable for a mound septic system with a minimum of six inches of unsaturated soil for treatment and dispersal of treated wastewater effluent as allowed by Comm 83.44(3)(b)l. The six inches of natural soil will allow treated effluent to be assimilated into the subsurface without ponding on the ground surface. The mound should be constructed following the 101.0 contour as the upslope edge of the rock cell. The optimal area for the mound encompasses pits B -1, B -8 and the Jansky pit along the 101.0 contour; down -slope pits in this area include B -3, B-7 and further to the west, B -6 and B -2. The area to the east and north of the north BM should be avoided as the soils are markedly poorer from an infiltration perspective. The system should be constructed so as to favor the somewhat steeper slopes located to the south end of the defined 101.0 contour. Site preparation requires mowing and removal of as much vegetation as possible followed by deep chisel plowing to at least a 16 inch depth. A surface runoff diversion ditch shall be installed upslope and east of the mound site. This diversion ditch shall be 18 -24 inches in depth with a nominal slope to the north of 2% and extend to at least ten feet beyond the southern and northern end slopes of the mound structure. The upslope toe of the mound shall be shaped with additional fill dirt from the center such that a nominal 2% surface gradient is established from the center towards the southeast and northeast to further ensure surface runoff diversion away from the mound structure. The 101.0 contour has a pronounced C shape pointing to the west. Since the nominal upslope direction is to the east; the upslope dirt toe of the mound should be exaggerated sufficiently to direct mound area surface precipitation back to the east to the drainage diversion ditch. i Mound construction requires 2.5 feet of ASTM C -33 sand lift immediately placed on the freshly plowed ground surface. Construction must take place under relatively dry conditions. This depth 6 of sand creates an effective sand filter and can be expected to produce a treated effluent with less than 30 m g /L of both BOD5 and TSS and fecal coliform concentrations of <10,000 cfu/l00mL. The rock cell in the mound structure shall be 4' by 120' for a linear loading rate of 3.75 gallons per day per foot. The basal area loading must be a maximum of 0.2 gallons per day per square foot which can be accomplished by extending the sand toe down - slope. The system management plan must provide adequate maintenance information to maximize the system longevity. I � Final authority for this site's approval rests with the appropriate regulatory authorities, the Wisconsin Department of Commerce and the St. Croix County Zoning Office. This report, conclusions and recommendations are the professional opinion of Henry F. Grote, CSTM 222774. 7 • • 1802 Wisconsin Department of Commerc r�Wisr.m. REPORT Page 1 of 5 Division of Safety and Buildings in accordan itth C ode Certified Soil Testing Attach complete site plan on paper not less than 8Y: County x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 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 Snyder, Caleb Govt. Lot SW 1/4 SE 1/4 S 28 T 29 N R 15 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2953 72rd Ave. City State Zip Code Phone Number City Village g Town Nearest Road Wilson WI 1 54027 1 715 - 772 -4707 Springfield 1 72 Nd Ave. New Construction Use: jo Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe Parent material loess over till Flood plain elevation, if applicable NA General comments and recommendations: install 4'x 120' rock cell mound on 101.0 contour as upslope edge of rock w/ 2.5' sand fill w/ state /county approval for individual site determination Boring # I Boring e Pit Ground Surface elev. 101.0 ft. Depth to limiting factor 30 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 1 0 -6 7.5YR 3/2 - sil 2 m gr mvfr gs IUrn .5 .8 2 6 -13 7.5YR 3/2 - sil 2 f sbk mvfr cs 1 m .5 .8 3 13 -20 10YR 4/3 - sl 1 m sbk mvfr cs 1 m .4 .6 4 20 -30 7.5YR 4/3 - Is 1 m sbk mvfr cs 1 m .7 1.2 5 30 -32 7.5YR 4/4 - s 0 sg ml cs - .7 1.2 6 32 -34 7.5YR 4/4 f2p 7.5YR 5/8,5/3 s 0 sg ml - .7 1.2 horizons 1 & 2 are gritty w/ s (almost sl texture); random gr & cob common all pits & horizons; horizon 5 near field capacity Boring # j Boring Pit Ground Surface elev. 99.2 ft. Depth to limiting factor 19 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' n. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -4 7.5YR 3/2 - sil 2 m gr mvfr gs 1f /m .5 .8 2 4 -12 7.5YR 3/2 - sil 2 f sbk mvfr cs 1m .5 .8 3 12 -19 10YR 4/3 - sl 1 m sbk mvfr cs 1m .4 .6 4 19 -30 7.5YR 4/3 fld 7. 4/6 l OYR Is 1 m sbk mvfr - - .7 1.2 6 6/2 j I horizons 1 & 2 are gritty w/ s (almost sl texture); redoximorphic features become c3p below 24" as texture grades to scl and is near field capacity below 24" ' Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L ' Effluent #2 = BOD < 30 mg /L and TSS < 30 mgt' CST Name (Please Print) Signatul CST Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 7/11/2003 715 233 - 0398 Y. A i Property Owner Snyder, Caleb Parcel ID # Page 2 of 5 F3 I Boring # Boring (% Pit Ground Surface elev. 99.7 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -3 7.5YR 3/2 - sil 2 m gr mvfr gs 1f /m .5 .8 2 3 -9 7.5YR 3/2 - sil 2 f sbk mvfr cs 1m .5 .8 f3d 7.5YR 5/3 3 9 -15 10YR 4/3 fl f 7.5YR 4/6 sl 1 m sbk mvfr cs 1 m .4 .6 4 15 -25 10YR 4/3 c3p 7.5YR 5/8,5/3 sl 0 m mvfr - - . 3 .5 horizons 1 & 2 are gritty w/ s (almost sl texture); lacks A +4 "; presumptive limit is 0 "; reticulated, decayed organic matter in horizon 2 @ 7 -9" 4 ] F Boring # Boring YJ' Pit Ground Surface elev. -99.8 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz, Cont. Color Gr. Sz. Sh. *Eff#1 * Eff#2 1 0 -4 7.5YR 3i1 _ sil 2 m gr mvfr gs 1f /m .5 .8 2 4 -11 7.5YR 3/2 _ sil 2 f sbk mvfr cs 1 m .5 .8 3 11 -20 10YR 5/2 clp 7.5YR 4/6 scl 0 m mfr - - 0 0 I lacks A +4'; presumptive limit is 0'; redoximorphic features become c3p below 16" Boring # I Boring el Pit Ground Surface elev. 100.1 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -6 7.5YR 3/2 - sil 2 m gr mvfr gs 1f /m .5 .8 2 6 -12 7.5YR 3/2 - sil 2 f sbk mvfr cs 1m .5 .8 3 12 -19 10YR 5/2 c 1d 7.5 4/6 sl 2 f sbk mvfr cs if .5 .9 4 19 -25 10YR 5/2 c3p 7.5YR 4/6,5/3 sl 0 m mvfr - - . 3 .5 I horizons 1 & 2 are gritty w/ s (almost sl texture); lacks A +4 "; presumptive limit is 0 "; horizon 4 grades towards scl I - *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. SBD -8330 (11.07/00) Certified Soil Testing I ' A Property Owner Snyder, Caleb Parcel ID # Page 3 of 5 67 Boring # ._.j Boring Pit Ground Surface elev. 99.0 ft. Depth to limiting factor 18 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz, Cont. Color Gr. Sz. Sh. `Eff#1 *Eff#2 1 0 -5 7.5YR 3/2 _ sl 2 m gr mvfr gs 1f /m .5 .9 2 5 -9 7.5YR 3/2 _ sl 2 f sbk mvfr gs 1m .5 .8 3 9 -18 7.5YR 3/3 _ sl 1 m sbk mvfr cs 1 m .4 .6 4 18 -28 7.5YR 3/3 f2d 7.5YR 4/6 sl 1 m sbk mvfr cs if .4 .6 5 28 -32 10YR 5/4 32p 5YR 4/6 scl 0 m mvfr - 0 0 horizon 5 is @ field capacity; if horizon 3 is considered part of split A horizon, presumptive limit is 0" 7� F Boring # Boring Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -6 7.5YR 3/1 _ sil 2 m gr mvfr gs 1f /m .5 .8 2 6 -15 7.5YR 3/2 _ sil 2 f sbk mvfr gs 1 m .5 .8 3 15 -33 7.5YR 3/3 f2d 7.5YR 4/6,5/3 sl 1 f -m sbk mvfr - 1 m .4 .6 i lacks A +4 ";: presumptive limit is ) "; perched ground water @ 33 "; redoximorphic features become c3d below 24" F I Boring # _j Boring Pit Ground Surface elev. 101.0 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8.5 7.5YR 3/2 _ sil 2 m gr mvfr cs 1f /m .5 .8 2 8.5 -14 10YR 4/3 c2d 7.5YR 5/8,5/3 sl 2 m pl mvfr gs if 0 0 3 14 -28 10YR 4/3 c2p 7.5YR 5 /8,5/3 sl 1 f -m sbk mvfr 1 m .4 .6 I lacks A +4 ";: presumptive limit is 0 site requires deep (16 "), single pass chisel plowing to reorient platy structure, 0.2 gpd /sq ft sand basal area loading, < 4 gpd /ft linear loading; 2.5' sand fill; upslope landscaping * 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. SBD -8330 (R.07 /00) Certified Soil Testing G 2 Z e{ 33'}' ono I ow ISh 7C1� ryT OO C_C 1 'T �Z FL TI qR R • L. —aa.p� �fl l t—1 �t0.-0.�� 0000aa g "• � r u � C l t7'U .R� 1n NwWwW� I J' �/� C NNN26 � J /Z o. �l7 CI OI, o � � �- at z..�Lz -mot C as e<o« _ If X10 e rs•b Caq.3 z.sgy� S ` Ct / � (t ot,o) y q � i • SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street INSPECTION .REPORT Chippewa Falls, e. 54729 N*hsconsin www.commerc(7 t 72 -2544 15 726 -2544 Department of Commerce Date of Inspection: July 18, 2003 Plumber Name and Address: Project Name: Snyder Use: New Residential Legal Description: SW, SE, 28, 29, 15W Site Number: Certified Soil Tester Name and Address: Subdivision: NA Henry F. Grote, CST 222774 Municipality: Town of Springfield E4366 353 Ave County: St. Croix Menomonie, WI 54751 Plan Transaction Number: Owner Name and Address: Sanitary Permit Number: Caleb Snyder 2953 72 Ave Wastewater Flow: 450 gpd Wilson, WI 54027 Persons Present: H. Grote, K. Grabau An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and subsoil. In -situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. This area of the parcel has been in grass for many years. Slopes are minimal however area is available for an oversized basal area. Soil borings were dug by backhoe within the tested area as identified by the CST. Two soil borings were reviewed and described in the tested area. Several other borings were reviewed and found to be unsuitable. A typical soil profile could be described as follows: T -1 (north pit) 00 -05" 10YR 3/3 sil, 2mgr, mfr, aw. 05 -12" 10YR 3/3 sil, 2msbk, mfr, cw. 12 -15" 10YR 4/3 si, w /occasional gr, 2msbk, mfr, cw w /c2d 7.5YR 4/6 rmfs. 15 -24" 7.5YR 4/3 sl w /occasional gr, 1 msbk, mvfr, w /m2 -3d 7.5YR 5/6 & 5/3 rmfs. T -2 (south pit) 00 -09" 10YR 3/2 sil, 2m -cgr, mfr, cw. 09 -13" 10YR 4/3 gritty sil, 2mpl, mfr, w /c3d 7.5YR 5/6 & 5/3 rrnfs. Recommendations for this site include the possible use of a mound system designed to overcome limitations of a high level of seasonal soil saturation and slow permeability present in the subsoil. A soil saturation determination pursuant to Comm 85.60 must be completed by a CST and approved by the department to certify that this site has at least 6 inches of soil free of saturated conditions for seven or more consecutive days. Should a mound design be pursued for use at this site, the linear loading rate should not exceed 4.0 gpd/ft and the basal wastewater application rated should not exceed 0.2 gpd/ft At least 30 inches of sand lift must be used when applying septic tank effluent to the distribution cell. The longest portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the mound structure as much as possible, including the use of an up slope waterway to intercept and divert surface and near subsurface water away from the mound area. The Y- July 18; 2003 , Snyder Site Page 2 of 2 additional basal area will partially compensate for the gentle land slope and help prevent wastewater leakage at the mound toe. If there are any questions regarding this report, please contact me. eroy G. J nsky, W ewater cialist Ljansky cLD mmerce.state.wi.0 E -mail 7151726 -2544 Voice 7151726 -2549 Fax cc: County ❑ Plumber CST ❑ Owner ❑ Other i _ f ��1 r �, 1 1 r . .J 1 N44a — . 784 1 / 1 1 I i 5 A ers'21y ■ i l +r' �� ` fr N44' i 238; samijo 1235 Jj , wM. 1 1 f Ir I ■ ' __ �, f ' I I V' y 1 ti t � 1 ,•t,` f Ir. IJ ,f.. � �- �r . �Iti 1�� ��� � tic4.A, I �' � � N44a5�25 I r i 3-D TopoQuads Copyright ®1999 DeLorme Yarmouth, ME 040% Source Data: USGS 50 ft Scale: l : 8,800 Detail: 14-5 Datum: WGS84 i z ST. CROIX COUNTY, WISCONSIN — SHEET N I loins sheet 64 SrA ( ) R 17 W. _._. <P VaB g AuA F°� 9��� A � �� %��� V�! �t.�, ♦� ��;�, .;� t� ` mo Ar1A l SrA SrA SaC2 128rA GyP f P4P rte. s,l VaB SrA y. AoA A' d ° H�A.; Sa6 SrA SaC2 HaA SaC2 SrA I r a., a�2 Va6 Am I VaB � /\ SrA \ AOA Pei AuAFk BPA R PuA ?� n lauA SaC2 r.r ... _ Fn • "aC2' HaA Om6 SaC2 N - A c oq MaB � SrA;. C, -�r�.. 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Kapela 34 3 http: / /www.crh .noaa.gov /mkx /data/wipcpn.gif 9/21/2003 LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF SPRINGFIELD COMPUTER NUMBER 034 - 1062 -80 -000 Parcel Number 28.29.15.432A OWNER NAME: First ROBERT E ET AL Last SNYDER PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment 20 MAIN ST SECTION 28 TOWN 29N RANGE 15W'/4160 '/440 Line Description Line Description TOTAL ACREAGE 29.000 PLAT LOT BLK 01 SEC 28 T29N SE 15 02 N OF RR R/W 16 03 EZ- UT- 1267/590 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit �a — 2,1 40Uc &cam- -k�t- . ski 2 qC3 -7 1802 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 5 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Certified Soil Testing Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Plea a pri ii( "i pr. Revi ed B Dat Personal information you prov ` t ile may be used for secondary purposes (Priv y Law, s. 15.04 (1 ) (m)i. e �� Q P wrier M Y 7 Z Property Location Snyder, Caleb Govt. Lot SW 1/4 E 1/4 g 8 T 29 N R 15 W y wner's Wiling Add 5- a 4 Lot # Block # Subd. Name o CSM# 2953 72rd Ave. ZGNING OFFICE, City State Zip Code hone um er _j City jj Village 16 Town Nearest Road Wilson WI 1 54027 715 - 772 -4707 Springfield 72 Nd Ave. New Construction Use: j Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement _,j Public or commercial - Describe Parent material loess over till Flood plain elevation, if applicable NA General comments and recommendations: install 4' x 120' rock cell mound on 101.0 contour a� s�upslope dge of rock w/ 2.5' sand fill w/ state /county approval for individual site determination FTI Boring # Boring ' Pit Ground Surface elev. 101.0 ft. Depth to limiting factor 30 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 1 0 -6 7.5YR 3/2 - sil 2 m gr mvfr gs 1f /m .5 .8 2 j 6 -13 7.5YR 3/2 - sil 2 f sbk mvfr cs 1 m .5 .8 3 1 13 -20 10YR 4/3 - sl 1 m sbk mvfr cs 1 m .4 .6 - -r- 4 20 -30 7.5YR 4/3 - Is 1 m sbk mvfr cs 1 m .7 1.2 5 + 30 -32 7.5YR 4/4 - s 0 sg ml cs - .7 1.2 6 32-34 7.5YR 4/4 f2p 7.5YR 5/8,�/3s 0 sg ml - - .7 1.2 horizons 1 & 2 are gritty w/ s (almost sl texture); random gr & cob common all pits & horizons; horizon 5 near field capacity Boring # — Boring ✓l Pit Ground Surface elev. 99.2 ft. Depth to limiting factor 19 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 1 0 -4 7.5YR 3/2 - sil 2 m gr mvfr gs 1f /m .5 .8 2 4 -12 7.5YR 3/2 - sil 2 f sbk mvfr cs 1m .5 .8 3 12 -19 10YR 4/3 - sl 1 m sbk mvfr cs 1 m .4 .6 4 19 I OYR -30 7.5YR 4/3 f2d 7. 4/6 Is 1 m sbk mvfr 6 6/2 j I I — i horizons 1 & 2 are gritty w/ s (almost sl texture); redoximorphic features become c3p below 24" as texture grades to scl and is near field capacity below 24" * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L ` Efliluent #2 = BOD < 30 mg /L and TSS < 30 mgC CST Name (Please Print) Signatur CST Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 7/11/2003 715 - 233 -0398 Property Owner Snyder, Caleb Parcel ID # Page 2 of 5 • F31 8 oring # Boring Pit Ground Surface elev. 99.7 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure 7Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 1 0 -3 7.5YR 3/2 - sil 2 m gr gs 1f /m .5 .8 2 3 -9 7.5YR 3/2 - sil 2 f sbk cs 1M .5 .8 3 9 -15 10YR 4/3 fad 7.5YR 513 sl 1 m sbk mvfr cs 1 m .4 .6 A f 7.5YR 4/6 4 15 -25 10YR 4/3 c3p 7.5YR 5/8,5/3 Sl 0 m mvfr - - . 3 .5 horizons 1 & 2 are gritty w/ s (almost sl texture); lacks A +4 "; presumptive limit is 0 "; reticulated, decayed organic matter in horizon 2 @ 7 -9" 4] Boring # Boring Pit Ground Surface elev. -99.8 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAI in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 1 0 -4 7.5YR 3/1 - sil 2 m gr mvfr gs 1f /m .5 .8 2 4 -11 7.5YR 3/2 - sil 2 f sbk mvfr cs 1 m .5 .8 3 11 -20 10YR 5/2 c1 p 7.5YR 4/6 scl 0 m mfr - - 0 0 i lacks A +4'; presumptive limit is 0'; redo ximorphic features become c3p below 16" 5] Boring # _j Boring /f Pit Ground Surface elev. 100.1 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -6 7.5YR 3/2 - sil 2 m gr mvfr gs 1f /m .5 .8 2 6 -12 7.5YR 3/2 - sil 2 f sbk mvfr cs IM .5 .8 3 12 19 10YR 5/2 c1 d 7.5YR 416 sl 2 f sbk mvfr cs if .5 .9 4 19 -25 10YR 5/2 c3p 7.5YR 4/6,5/3 sl 0 m mvfr - - 3 5 I horizons 1 & 2 are gritty w/ s (almost sl texture); lacks A +4 "; presumptive limit is 0 "; horizon 4 grades towards scl * 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 SBD -8330 (R.07 /00) Certified Soil Testing I Property Owner Snyder, Caleb Parcel 1D # Page 3 of 5 a Boring # . Boring Pit Ground Surface elev. 99.0 ft. Depth to limiting factor 18 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 `Eff#2 1 0 -5 7.5YR 3/2 - sl 2 m gr mvfr gs 1f /m .5 .9 2 5 -9 7.5YR 3/2 - sl 2 f sbk mvfr gs 1M .5 .8 3 9 -18 7.5YR 3/3 - sl 1 m sbk mvfr cs 1 m .4 .6 4 18 -28 7.5YR 3/3 f2d 7.5YR 4/6 sl 1 m sbk mvfr cs if .4 .6 5 28 -32 10YR 5/4 32p 5YR 4/6 scl 0 m mvfr - 0 0 horizon 5 is @ field capacity; if horizon 3 is considered part of split A horizon, presumptive limit is 0" 7] Boring # .-J Boring Yj, Pit Ground Surface elev. 100,0 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -6 7.5YR 3/1 _ sil 2 m gr mvfr gs 1f /m .5 .8 2 6 -15 7.5YR 3/2 _ sil 2 f sbk mvfr gs 1m .5 .8 3 15 -33 7.5YR 3/3 f2d 7.5YR 4/6,5/3 sl 1 f -m sbk mvfr - 1 m .4 .6 lacks A +4 ";: presumptive limit is ) "; perched ground water @ 33 "; redoximorphic features become c3d below 24" $❑ Boring # _j Boring Pit Ground Surface elev. 101.0 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -8.5 7.5YR 3/2 - sil 2 m gr mvfr cs 1f /m .5 .8 2 8.5 -14 10YR 4/3 c2d 7.5YR 5/8,5/3 sl 2 m pl mvfr gs 1f 0 0 3 14 -28 10YR 4/3 c2p 7.5YR 5/8,5/3 sl 1 f -m sbk mvfr - 1m .4 .6 lacks A +4 ";: presumptive limit is 0 "; site requires deep (16 "), single pass chisel plowing to reorient platy structure, 0.2 gpd /sq ft sand ba]area loading, < 4 gpd /ft linear loading; 2.5' sand fill; upslope landscaping * Effluent #1 = BOD > 0 < 22 > < - 3 0 m /L and TSS 30 150 m /L < _ s _ 9 _ 9 '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) Certified Soil Testing dC.4t. 1" `e T � \.. .SW .51• j�'.'Zcs.1� w — /� Y ZAN 1 n u. t4tw �tQ I o S70 1� � L ol I IL Z3 . } , 4 NV F 0.� � �6•�ti0. � ..1i sa _ Jvct . V . ` ` »` > >_> w - I " (49,5) ��•o. s� S w ti� w (toi. o .t 1 4( �3 3 6� ,'�`� ° its r ,� k rs•lo ct Ilk `Li K s Oet, . 1 \1 �� q q) ol bRIGINAC 1802 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 5 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Certified Soil Testing Attach complete site plan on paper not less than 8 %x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimemsions, north arrow, and location and distance to neare ad. Please print all information. �AI�D viewed B aV Date I'll Personal information you provide may be a }sed for secondary p�poces {priv�c� Law, s. 5.04 I D Property Owner 9 roperty Location Snyder, Caleb oA. Lot SW 1/4 SE 1/4 S 28 T 29 N R 15 W Property Owner's Mailing Addre$ of # Block # Subd. Name r CSM# 2953 72rd Ave. — ° ` t s ✓ City State i Code PhoraeNumbtt- W ` City Village Town Nearest Road �t�o Wilson WI 1 54027 715 - 772 -4707 Springfield 72 Nd Ave. ✓' New Construction Use: W Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe Parent material loess over till Flood plain elevation, if applicable NA General comments and recommendations: inst8ll 4'x 120' rock cell mound on 101.0 conto r as upslope edge of rock w/ 2.5' sand fill w/ state /county approval for individual site determination F1 Boring # �l Boring Cj �J' Pit Ground Surface elev. 101.0 ft. Depth to limiting factor 30 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -6 7.5YR 3/2 - sil 2 m gr mvfr gs 1 f1 .5 .8 2 6 -13 7.5YR 3/2 - sil 2 f sbk mvfr cs 1m .5 .8 3 13 -20 10YR 4/3 - sl 1 m sbk mvfr cs 1m .4 .6 4 20 -30 7.5YR 4/3 - Is 1 m sbk mvfr cs Inn .7 1.2 5 30 -32 7.5YR 4/4 - s 0 sg ml cs - .7 1.2 6 32 -34 7.5YR 4/4 f2p 7.5YR 5/8,5/3 s 0 sg ml - - 7 1.2 horizons 1 & 2 are gritty w/ s (almost sl texture); random gr & cob common all pits & horizons; horizon 5 near field capacity Boring # � Boring ✓' Pit Ground Surface elev. 99.2 ft. Depth to limiting factor 19 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 1 0 -4 7.5YR 3/2 - sil 2 m gr mvfr gs 1f /m .5 .8 2 4 -12 7.5YR 3/2 - sil 2 f sbk mvfr cs 1M .5 .8 3 12 -19 10YR 4/3 - sl 1 m sbk mvfr cs 1 m .4 .6 4 19 -30 7.5YR 4/3 f2d 7. 4/6 l OYR Is 1 m sbk mvfr - - .7 1.2 6 6/2 i horizons 1 & 2 are gritty w/ s (almost sl texture); redoximorphic features become c3p below 24" as texture grades to scl and is near field capacity below 24" Eff luent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L ' Effluent #2 = BOD < 30 mg /L and TSS < 30 mgr CST Name (Please Print) Signatur CST Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 7/11/2003 715- 233 -0398 r 1 Property Owner Snyder, Caleb Parcel ID # Page 2 of 5 , 3] Boring # Boring Pit Ground Surface elev. 99.7 ft. Depth to limiting factor Q in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 - 7.5YR 3/2 - sil 2 m gr mvfr gs 1f /m .5 .8 2 3 -9 7.5YR 3/2 - sil 2 f sbk mvfr cs 1m .5 .8 3 9 -15 10YR 4/3 f3d 7.5YR 5/3 sl 1 m sbk mvfr cs 1m .4 .6 fif 7.5YR 4/6 4 15 -25 10YR 4/3 c3p 7.5YR 5/8,5/3 sl 0 m mvfr - - .3 .5 horizons 1 & 2 are gritty w/ s (almost sl texture); lacks A +4 "; presumptive limit is 0'; reticulated, decayed organic matter in horizon 2 @ 7 -9" F4� Boring # Boring Pit Ground Surface elev. — 99.8 ft. Depth to limiting factor Q in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -4 7.5YR 3/1 - sil 2 m gr mvfr gs 1f /m .5 .8 2 4 -11 7.5YR 3/2 - sil 2 f sbk mvfr cs 1 m .5 .8 3 11 -20 10YR 5/2 c1 P 7.5YR 4/6 scl 0 m mfr - 0 0 I lacks A +4'; presumptive limit is 0 "; redoximorphic features become c3p below 16" 57 Boring # e Boring 1!j Pit Ground Surface elev. 100.1 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -6 7.5YR 3/2 - sil 2 m gr mvfr gs 1f /m .5 .8 2 6 -12 7.5YR 3/2 - sil 2 f sbk mvfr cs 1M .5 .8 3 12 -19 10YR 5/2 c1d 7.5YR 4/6 sl 2 f sbk mvfr cs if .5 .9 4 19 -25 10YR 5/2 c3p 7.5YR 4/6,5/3 sl 0 m mvfr - - .3 .5 horizons 1 & 2 are gritty w/ s (almost sl texture); lacks A +4 "; presumptive limit is 0 "; horizon 4 grades towards scl * 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. SBD -8330 (R.07 /00) Certified Soil Testing Property Owner Snyder, Caleb Parcel ID # Page 3 of 5 6 ] Boring # _j Boring Pit Ground Surface elev. 99.0 ft. Depth to limiting factor 18 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz, Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -5 7.5YR 3/2 - sl 2 m gr mvfr gs 1f /m .5 .9 2 5 -9 7.5YR 3/2 _ sl 2 f sbk mvfr gs 1M .5 .8 3 9 -18 7.5YR 3/3 - sl 1 m sbk mvfr cs 1 m .4 .6 4 18 -28 7.5YR 3/3 f2d 7.5YR 4/6 sl 1 m sbk mvfr cs if .4 .6 5 28 -32 10YR 5/4 32p 5YR 4/6 scl 0 m mvfr - - 0 0 horizon 5 is @ field capacity; if horizon 3 is considered part of split A horizon, presumptive limit is 0" 7 ] F Boring # _j Boring Vf Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -6 7.5YR 3/1 _ sil 2 m gr mvfr gs 1 f/m .5 .8 2 6 -15 7.5YR 3/2 sil 2 f sbk mvfr gs inn .5 8 3 15 -33 7.5YR 3/3 f2d 7.5YR 4/6,5/3 sl 1 f -m sbk mvfr - 1 m .4 .6 _ I lacks A +4 ";: presumptive limit is ) "; perched ground water @ 33 "; redoximorphic features become c3d below 24" Boring # Boring $ ❑f/ Pit Ground Surface elev. 101.0 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 1 0 -8.5 7.5YR 3/2 _ sil 2 m gr mvfr cs 1f /m .5 .8 2 8.5 -14 10YR 4/3 c2d 7.5YR 5/8,5/3 SI 2 m pl mvfr gs if 0 1 0 3 1 14 -28 10YR 4/3 c2p 7.5YR 5/8,5/3 sl 1 f -m sbk mvfr 1m .4 i 6 i lacks A +4 ";: presumptive limit is 0 "; site requires deep (16 "), single pass chisel plowing to reorient platy structure, 0.2 gpd /sq ft sand basal area loading, < 4 gpd /ft linear loading; 2.5' sand fill; upslope landscaping * 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. SBD -8330 (R.07 /00) Certified Soil Testing • a l C �b 24 -%rW f�V�. ol cq 1 1V I 3 l.N : dL.... P •L O STj l V'•t,'� F� 3 S'} b �- atu L�a�i � (� ua�.a�• i ss� L 8 n' C" T on f�T - s U i ®' lot CS+y �L+ 4- v�l / aaa�aa t 7»»� ooaoao �- �oo� s�lS u�t ww � 4 9,i 1 wwy ' o D (.L y wuw. a���°;� � 1 �/Lc+..J�Zr•11 -mot C aQ , t> '"�P(i u-a t � _°0000 e \ /� y n1.S SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street itMPECTION REPORT Chippewa Falls e. sa7 iscons,n Y ,., , www.commerc 26 44 s +, � �'; � , °� _. ._•� (715) 726 -2544 Department of Commerce Date of Inspection: July 18, 2003 AUG I F�4TberName and Address: Project Name: Snyder "j Use: New Residential Legal Description: SW, SE, 28, 2� �:- Site Number: _ C�" Soil Tester Name and Address: Subdivision: NA Henry F. Grote, CST 222774 Municipality: Town of Springfield E4366 353` Ave County: St. Croix Menomonie, WI 54751 Plan Transaction Number: Owner Name and Address: Sanitary Permit Number: Caleb Sn�+der 2953 72" Ave Wastewater Flow: 450 gpd Wilson, WI 54027 Persons Present: H. Grote, K. Grabau An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and subsoil. In -situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. This area of the parcel has been in grass for many years. Slopes are minimal however area is available for an oversized basal area. Soil borings were dug by backhoe within the tested area as identified by the CST. Two soil borings were reviewed and described in the tested area. Several other borings were reviewed and found to be unsuitable. A typical soil profile could be described as follows: T -1 (north pit) 00 -05" 10YR 3/3 sil, 2mgr, mfr, aw. 05 -12" 10YR 3/3 sil, 2msbk, mfr, cw. 12 -15" 10YR 4/3 sl, w /occasional gr, 2msbk, mfr, cw w /c2d 7.5YR 4/6 rmfs. 15 -24" 7.5YR 4/3 sl w /occasional gr, 1 msbk, mvfr, w /m2 -3d 7.5YR 5/6 & 5/3 rrnfs. T -2 (south pit) 00 -09" 10YR 3/2 sil, 2m -cgr, mfr, cw. 09 -13" 10YR 4/3 gritty sil, 2mpl, mfr, w /c3d 7.5YR 5/6 & 5/3 rmfs. Recommendations for this site include the possible use of a mound system designed to overcome limitations of a high level of seasonal soil saturation and slow permeability present in the subsoil. A soil saturation determination pursuant to Comm 85.60 must be completed by a CST and approved by the department to certify that this site has at least 6 inches of soil free of saturated conditions for seven or more consecutive days. Should a mound design be pursued for use at this site, the linearr loading rate should not exceed 4.0 gpd /ft and the basal wastewater application rated should not exceed 0.2 gpd/ft At least 30 inches of sand lift must be used when applying septic tank effluent to the distribution cell. The longest portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the mound structure as much as possible, including the use of an up slope waterway to intercept and divert surface and near subsurface water away from the mound area. The July 18;' 2003 ' Snyder Site Page 2 of 2 additional basal area will partially compensate for the gentle land slope and help prevent wastewater leakage at the mound toe. If there are any questions regarding this report, please contact me. eroy G. J nsky, WvYewater cialist Ljansky cGo mmerce.state.wi.0 E -mail 715/726 -2544 Voice 715/726 -2549 Fax cc: County ❑ Plumber Pg CST ❑ Owner ❑ Other n o d �1 c� 3 I c °.: � 3 n 3 � � 1 (D ` 1 3 3 9 r: Y Z Z N Z 0 z o W N N z ° o C o C w N• 3 d O O N O �. N O 0) N O W N d (n 0 A IV ]�Jl rn M CD 3 m y rn n ID ID 3 (A C 0 . 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O �. 1v nl' ST CROIX COUNTY SEPTIC TANK MAINTENANCB AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer / e, 91 Z9 d e_ 1 ,o e a Mailing Address -'� q f3 � n d 1/1�1 S fi h /t W' &* Properly Address / rification r nred from Planning Department for new construction) City/State l S� 4-/- Parcel Identification Number U 3 y ✓ LEGAL DESCRIPTION Properly Location S LA V4, V4, Sec. 2 �. T N R S W, Town of t� n i Subdivision . Lot # Z Certified Survey Map # 7 [q X , Volume . Page # y - 7 y I (&f Warranty Deed # S K Volume d Page # � 9 Spec h y h ouse ❑ es f-no Lot lines identifiable yes ❑ no SYSTEM MAINTENANCE Improper use and mamtenanceof your septic system could result m its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system, The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a maswplumber, journeyman plumber, restricted plumber or a li censed pumper verifying that (1) the on -site wastewsterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. 1/we, the undersigned have read the above requirements and agree to maintain the pr sewage g dispo sal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. SIGNATURE OF PL ANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owners) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. f& llgl D� IGNATURE O AP , ICANT DATE ** * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed 4 Document No. 10L T 0 PACEV7 WARRANTY DEED I This Deed, made between Michael J. Snyder and Sally Snyder, husband and wife, Grantors. RcGISYf =R' and Robert E. Snyder, Lou Ann J. Snyder, ST. CRO!X CO.. WI Jessie A. Snyder, and Caleb T. Snyder, Tenants in Common, Grantees, JUN 0 9 1998 r 8:00 A M Witnesseth, that the said Grantors, for a valuable consideration, = ii''�l.t - . - k 0.a conveys to Grantee the following described real estate in St. Croix Reg i st e r of o.od. County, State of Wisconsin to wit: TRANSFER An undivided 1'6 interest to Robert E. Snyder, and S 1 C '5 e� An undivided 1;6 interest to Lou Ann J. Snyder, and FEE An undivided 1/3 interest to Jessie A. Snyder, and An undivided 1/3 interest to Caleb T. Snyder, in RECORDING AREA That part of the SW' /. of SE' /, that lies North and East of REn,'RN O: the right of way of the Chicago, St. Paul, Miu.:eapolis and P.J. Miller Law Off PA. Omaha Railway Company, Section 28 Township 29N, P.O. Box 146 Range 15W, St, Croix County, Wisconsin. Baldwin, Wl 54002 Tax Parcel No: 034- 1062 -80 This is not homestead property. Together with all and singular the hereditaments and appurtenances thereunto belonging; and warrants that the title is good, indefeasible in fee simple and free and char of encumbrances except those recorded, including but not limited to an easement to Wisconsin Telephone Company, dated May 17,1949, in "295" page 274, and will warrant and defend the same. Dated this lyday of �'� 1998. Michael J. S , Grantor Robert E. Snyder, Grantee Ili Sny raptor Cou Ann J. Snyder, Gr1 tee /5z-y Jessie A. Snyderi5rantee I -1 Caleb T. S�Grantee Warranty Deed Page 1 of 2 � .a_ , ._. • - ,. .�.- s:. w •• h A .. _' t :.:. '.. .. ,:_ e.. fr .. C. "f. a4 - "_L .... y.... r. M ;... 1 .'. � t w r . i .'" jy -i •: r'j '. Q' ':.� .� 11..I.. N \ t� • . A. • V OL `� � I PACE `�79 AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ss ' COUNTY. authenticated this of ,19_ Personally came before this 11 day of ' �l Wthe above name Patricia J. Miller, Arty # 1025638 \ TIT LE: ,MEMBER STATE BAR OF WISCONSIN to me known to be the person wh •���a�� ��4 (if not, foregoing instrument and acknowledges V 4 authorized by 706.06, Wis Stats.) +1_ • t. n l i ���� - 4 S (` 0 3. O J f14. Notary Public County, Q �1 ....••'••tE My Com ission is permanent. (If not, state expiration date: tJL�m— V 19 (-1 Cl .) ACKNOWLEDGMENT ACKNOWLEDGMENT STATE OF WISCONSIN STATE OF WISCONSIN _ ss. ������`\ SS. t�. COUNTY. putjr� COUNTY. Personally c before me this J_? day of Personal) came before me this a�5 day of ,19 the above�uamed — ,19g4&the above named p tCl;t�tt_ q re- As - n c%C F. SNVI�E� AND Lov.AN> ��t.1y[)Ef� to me known to be the person_ who executed the to me known to, be the person_ who executed the: foregoin instrument and acknowledge the same. ing instrument and acknowledge the same. (C. �. , (, 1 (x�r✓C f w C cam, ll�xt AR6AI Tp Notary Public 'ek County, Wis. Notary Public ' tN�Lp V J C ounty. Wis. My Commission is permanent. (If not, state m My Commission is permanent. (If not, state expiration date: 3 � ,19! 1 ) Expiration date: / - 9 .19 o/ BW-1 0. WILL fFT Stir ��t�1U!� 0 THIS INSTRUMENT WAS DRAFTED BY `�.•`� .�. •� • P.J. MILLER LAW OFFICES, P.A. P.O. BOX 146, BALDWIN, WI, 54002 7156844344, FAX 715- 684 -4345 =* (Signatures may be authenticated or acknowledged. ���, �.�•` • �.� Both are not necessary.) ��i,�., ' • .. • ���� OF i s F:',DATNRB802 W DEED.226 ar t Wananty Deed Page -' of 2 4 — V Y. :X'' y t .+• + ca � �'is.7'- �.1 +tr4. .. ''. -s.'91 �. '' "�' �°S. ,t + s. 'lrZ -+r ti`< �iN: .{„' i '� F s''" '; ', y t 3 FORM NO 985 -A AL , KATHLEEN H. NALSH &7 �9$ 1 'r !,fir REGISTER OF DEEDS ST. CROIX CO., MI Stock No. 26273 RECEIVED FOR RECORD 06/28/2004 1 s CERTIFIED SURVEY MAP NO •--r-EPXiF4ED SURVEY MAP VOLUME 18 , PAGE 4781 EXEWT # • REC FEE: 13.00 LOCATED IN PART OF SW 1/4 OF THE SE 1 /4TRANS FEE: SECTION 28, TOWNSHIP 29 NORTH, RANGE 15 W FEE. 3.00 TOWN OF SPRINGFIELD, ST.CROIX COUNTY, WISC 2 Each parcel shown on this map is subject to State, County and Township laws, rules, and regulations (i.e. wetlands, minimum lot size, access to parcel, etc) before purchasing or developing any lot, contact the St. Croix County Zoning office and the Town of Sprinaf�leROVED R/R R -O -W CURVE DATA I ur,C" tCOUNTY R =3857.43' RhwaorZW*aa "Pa*,3Comrnmee E 1/4 CORNER A=16-21'.32" NOTE: JUN t 8 2004 28 -29 -15 L =1101,36' FND. 1" I.P j Q CB- N58'57'56 "W There ore no slopes of 20% Y CL- 1097.62' or greater on either lot. grypt *Wun30 days at c„1 I TB= N67'08'42 "W aPf+s...,r eFP'a++W sf+alibe 1 - S50'47'10 "E North line of t "" P, O,B, i Centerline 72nd Avenue of the SE }, Section 28 _IJNPj.- ATTFD_ LANDS ___ .,, - Found Pipe f10' �l (8?:19;08 i "E 72nd Avenue 1315.84' - cost of f ence line : 33.00' -�` - 95 80' - ----------------- 19 - - - _ _ _ _ _ _ - 93 L J �- - - 795.85' - - 33.6b" $ 919.98 _E33.00 }P ( - - I � N n3 rl I O Z o xisting �o �Existir�c'ildin9s Existing J � ^;a? 100' HIGHWAY LQT_. 1_ I• Kz °= 11123 "- Septic Vents Septic Mound m SETBACK LINE I 4C.S.M. 7�1595D A w [ ] Including R -O -W ps I� �+ Not Including R -O -W 393.266 s.f. I ; Vol- 1_A_ cn 367.004 s.f. Lot 2 L.B.O. 9.03 acre I PAGE_ 4648 ;b ° 8.43 acres LOT 1 '� t114o.0' j LOT 2 n --- -- - - -- - - - - -- -3 N Including R -O -W j0 1 wi fV '� Found pipe t10 Pond p "� 1,014 S.f. ' o j d a ary5 23.18 acres cost of fence line p tG -- 56 0 ivl � o Not Including R -O -W I iir6:o,1.` 3 996.960 s.f. 22.89 acres irj j w \ � ©� � i?NPkA7'T�D_ i N PERC TEST r LANDS AREA ---- -- - - -- I N q �� ` 1 w vt w V I UNPL - '�.D �.. I East line of the SW 4 c r LANDS `�/ N5O- 47'10 "W of the SE }, Section: 28 55.75 I Set corner °° l S 1 4 CORNER I / t7' cost of I .p ' --29-15 - •.334,30' fence corner j FND. 3/4" REBAR �� - S89`38'59 "W - — - - — - S89'38'59 "W 980.79 SCALE: 1" = 3OO' SOUTHEAST CORNER 28 -29 -15 FND. PK NAIL 0' 300' 600' 3:F South line of the SW } LEGEND �, t2 of the SE }, Section 28 AQ!)` ......... Government Corner (as noted) y N at 0- .. ...... Set 3/4" x 18' Iron Rebor Weighing o at .r gC� Nb`/ 1.502 lbs. /lineal ft. c .......... Found 1" Iron Pipe (O.D.) r N FEOI�EIKY -• .......- Existing Fenceline -- c 1# [ ] ........ Elevations (NAND 1929) 0 - °aYC J v uC L.B.O......... Lowest Building Opening Elevation v N O ..`" PREPARED BY: 1V .r ° z �'� - "`"" DANIEL J. FEDDERLY P.E., R.L.S. 0 D J. FEDDERLY . N9387 STREET PREPARED LLC PREPARED FOR: ""' W.2 - ' va W ° t' . 1y BOYCEVILLE. WI 54725 CALEB & JESSE SNYDER DRAFTED BY: 720 MAIN STREET d Ronald D. Josperson WILSON. WI m ° a v Page 1 of 2 Vol 18 Page 4781