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Home My WebLink About018-2017-09-000 mn c 3 N m O c O 7 « tmj L ./'C m y = > N 2 `N m 81 n m— r.- o y C w V (VCS O y O =p L N C D �Y ch O o Y vi m `m o m y� E a> (M c m o m ate' EccoN 8ioov > >L ° > J m m > c= o a� MEW'. ;° 3 >zaca � � � cddfOE m °d E � dcE c"oi °wumiw o ° � °mVm E N U 5 a C7 d (C — 7 C 2 m >.m 3 N y E `°`c m e �' m m 3 cmi a� c� m ma c c m 8 uTi d o 0� C ° o a .. •O m�Y� t~vm amE m 3m 0 O C a O w7 T U o O Y�O> 3 cE m o � °onmwfl DEo 0a E aS .� off v3it � vmi aEc ctYNp° Em mynnc-NOm � E 3umi i o N �L m j ca _°~ °n $ i � �'�am ° Z� > ° mom d� wits y m c E °'c m o c m0 E cc 3 a N c m � m Nm V O � u�m, E E� m� o oa e) m > o c or °w m E �O T m`m 1 V m mm y a uO E CO;L f m o v- oo C C y C c 2 N O L E N E V 7 2 a0w° a3 m�v � Y C m 6 N�E m m N c.w 'gi :a .40) m'c l T 3 m O a a E p o -A o c 3 o o p > C° r m m3 4) m a ° E c E a O w a ON wLp m ° a f OO LA Y C O m n )O O c>,Qm d c C ca 0 ; T 2 cc .2 0 o N3 mm m E c ON tf f 5 ca A"m E p c O c m .J 3 T m umi o�N'-°w a6 o CL m O)7 'O m y O'O ° cc m M M E Y J O a C 7 O m tam C C m y 7 m N ° w 4 ' > co m v,= 3�w.y m� c Q E U 1l, T� o m N y O = r,° m 0 m W m (� > p D p _ y o m c D C = EO C • ';d t y.aD 3X m r u o Ac t+_sw. 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U) a =o C a m Val r � Q ftft CD m cr 9J -C z a w ai > Q. CO) C) o e y 0 Ali. N o v 0 y � v � W CD CD a y y _ c� 3 a� X CD a N _ CD Ilk: o Co � � ooa�A FEN 2 CA m C co to CDO AO(D� 3 \ 8 3 00 rnNE 0 on-- 2017- 6/- 1' 135 POWTS INSPECTION AGREEMENT X35. �? '7 1/36 JEv 2U13Gw,.,,.e The correct operation of the below equipment significantly influences the life of the wastewater system. Periodic inspections will help extend the life of the system and prevent the need for costly repairs. This agreement authorizes access to your POWTS equipment by a trained and authorized technician during daylight hours to provide regular inspections and routine maintenance to help assure the equipment is working properly. It is hereby agreed by and between Purchaser and Petersen Management Co., LLC (Service Provider)that in consideration of the payments provided for herein, Service Provider will provide the services of a factory-trained representative to perform periodic inspections of the equipment described below. Service Provider will prepare a written report after each inspection and provide a copy of the report to the Purchaser. This report will contain recommendations for any operation and maintenance deemed appropriate by the inspector. This agreement does not assume any responsibilities or obligations that are normally the responsibilities of Purchaser and does not extend to cover any costs that may be associated with any recommendations made under this agreement. In no event shall Service Provider be responsible for any special or consequential damages, including but not limited to, loss of time, injury to person or property or incidental economic loss due to equipment failure or for any other reason whatsoever. Service Provider may supply additional services, parts or labor only after authorization by Purchaser. This agreement shall remain in force for a period of 2 years, beginning October 24. 2013 and will automatically renew each year thereafter for one year unless canceled by either party with at least 30 days written notice. This agreement may be canceled by the Purchaser only if replaced by a service agreement with an authorized service provider for the equipment listed below. Service Provider may delay or cancel future inspections if payment becomes at least 15 days past due. Periodic Inspections: The Purchaser agrees to pay Service Provider$ 135.00 per inspection for one(1) inspection each year. Payment is due upon inspectio 'n additional testing or services required by Purchaser will be billed based on time and material amounts. -41 wis Service Provider: Petersen Management •�e�G� rure4t!>1�itt.:.;,t.,...---,=---, Date (2'-�'_1'� Equipment Covered Under This Agreement Description Model No. Serial No. Install Date Location if different from System Owner Bio-Microbics FAST Microfast 0.75 31944 November 12, 1922 66th Avenue 2008 System Owner: Company Name: Date: Signature: ,- Print Name: Den is Dobbson Phone: (0( 2-62 - 91(5 637— Street: 192286th Avenue Fax: City,state,Zip:Baldwin, WI E-MaII:Gl,3 60‘,9s° r1 0 bQ ldwi'1'1 - f"JI a cons - d- Payment Type: heck .Di Cash 7 American Express ❑Visa MasterCard 1 Other Credit Card No. Exp. Date Security Code Amount$ 13 S r OCR (Recta 1a-a..o Name on Credit Card (print) ,,:,GAITED Signature: f A --ri A PS POWTS SERVICE AGREEMENT SERVICE PROVIDERvM kN;DOCAUGCR -4. 63 01) � C , 2 c This document prepared by Tel: 888-455-6864, 262-692-2416 Petersen Management Co., LLC Fax: 800-669-1232, 262-692-2418 PO Box 340,421 Wheeler Ave.,Fredonia,WI 53021-0340 USA E-Mail: sales @petersenproducts.com WE LOVE TO SERVE Our Customers QUALITY PRODUCTS SINCE 1916 C s ~ ao~:~-. r m o Dy9~~ ~,~• .~> dO° _ ~~~~3< ~ ~ H ~ b 's7 g N ~ y y d ~ ~ ° y ~ Q = .. 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L ~+ +' ~ 10 > N f6 'C N ~• r•+ y r N f0 ; C fA U a0+ C ~ 'a O L C t6 d~ fA d L C d N~ a ~ O N O ~ 6 ~G O O L Q l6 ~ d ` O :~ ~ c 3 E~ ~m ~ d m ~ ~ m c ~ m~ °~- y ° 0 3v °, m y _ °-' L == aai o m v ~ ° ayi ° ow ~ ~ rn~ ~~ ° ~~ c c ~ ~ R d O L v d U ~ O N C 'O Q O~ O f6 ~ (n '~ y •c r ._. ~ y C N ~ ~ `c.R >,> a~ 'y c o N m~ ~ ~~? o Q o o Lf" o y c v~ ~ yJ y y L C• ~ ~ U O •~ .Q N N O O- O O N~ N~ o ~ C Y >, N N (6 '~ N ~~ d~~ 3 ~~ ~ ~ c~ a A m y '" m ~ ° aM a~ c E~ o °' E~ o-~+ E o. y ~ m m a o rn~ ~ Tai °1° ° E ~ w a~ w e L d E >~ ~ °g•L'a c x ~. r ~ ao c°> o E to ~a o d C O~ w' d ._ y O C ~p~: N >. ~ w a •~ M y L ~ ~p ~ U) N N L E C~ ~~ ~ O y d m'a ~ L ~ o c y•N ui `o c~ o ~ c <? >$ ~Q c°i o ~ a~i'+, m E ~0 3 o•y ° ao "-~voi~aTi`0 ~ayi Em2i~ aria °'° oy~ ea~o) ~~~ ~eC i~ ~~~~ Y~v _ rn m yt'i 3° c m h o m~ m y m o.. co ~ m c = c ~ ~'a- ~ u'i c c mY 3 a`°i m ~ i ~.? ? 3•y m ~ ayi ac 3 m~:° o c~ .. ao~•~ m ~ ~ m ~ c• a~ a~ a °in'° m ~~Qj a~ ~ N m E~ ° ~> > a~ d y'•'yp~v3i•eo 3 m~ ~~ v~ Fr-3 Hm Hoa~i Ir-~~ Hw3 ~ nv°i Fr-~°.~, ~•OOo ~ i~ L 3 ~ a ~' c_ ;; o ~ ¢ om U o ui ti C7 x O O y .~ •l0 R N O °v rn 0 m 0 U Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Bui~!ing Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) 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 Dobson, Dennis , ,•. i ~ J ~~ Hammond, Town of CST BM Elev: Insp. BM Elev: BM Description: • s r TANK INFORMATION TYPE MANUFACTURER /'~,` ~, j CAPACITY ,..- Septic ,,;. ~ >~ ' Dosing Aeratien .. ,.: , . ,;, ~. ~~ , ,, F. ti,,,. S. ~~~~ .l•~ l.' ~--~ TANK SETBACK INFORMATION TANK TO P/L (~~$ ~" WELL BLDG. Vent to Air Intake ROAD Septic 7 50 5 7 5 7 ",- Dosing 7 Jr' O/ /t/7a 5 7 G,' 7 _, Aeration Holding PUMP/SIPHON INFORMATION i \/~ Manufacturer Zo E.~~ Demand GPM Model Number ~~ /~ ~~ D TDH Lift ~ Friction Lost System Hea~,d T ~ b~t $. Forcemain Lengtly ~ Dia. ~/ Dist. to Well ~ / SOIL ABSORPTION SYSTEM county: St. Croix Sanitary Permit No: 515011 0 State Plan ID No: Parcel Tax No: 018-2017-09-000 Section/Town/Range/Map No: 35.29.17.1130 ELEVATION DATA STATION BS HI FS ELEV. /' ~' Benchmark 1 Alt. BM _ f: .. ~`~c ., ,.~ ....~ ~• ~L Bldg. Sewer ^ ,:,~f 3 .-.,.~;;~._ `jr~ ~ /d 2 ~ ~y J SUHt Inlet Y,t /~.Y St/Ht Outlet ~ • ~ ~ .CJ Dt Inlet ~ ~~ ~ ~ g~ Dt Bottom Header/Man. ~.~ ia3.9 Dist. Pipe Bot. System S.3 ~ /$3 , Z Final Grade 3.` /~~.~ St C ver Gn., ~„ Z•7 /oS, Sr j id t ~:ry :,~ ~~ l0 • ~ ~. BED/TRENCH DIMENSIONS Width ~ ~, 5 Length ~,~3 • ~ No. Of Trenche ~e PIT DIMENSIONS ~ No. Of Pits Inside Dia. ~ Liquid Depth \~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: ~ INFORMATION CHAMBER OR _ Type f ystem: C J ~' ~ ~~ / A I ~ UNIT Model Number: ~ DISTRIBUTION SYSTEM "'' Header/Manifold! ~ Z7 ~ Length Dia ~ Distribution ~~ -7-7 ~ Pipe(s) / /. / ZS Z / Length ~it.f~ Dia ~ Spacing x Hole Size Q~ ! ` D x Hole Spacing ~ / 3 ~ Vent Air Intake .i SOIL COVER x Precsura Systems Only xx Mound Or At-Grade SvStemS Only ~~ Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center I / / _ t0 (~J Bed/Trench Edges ~ Topsoil ~ ~ ~~es ~ No ~`es [] No 1~• J ~,. b~ COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / 1 / ' ~~ / ''" ~ Inspection #2: / / t-~r _ ~ ~.r-_ Location: 1922 66th Ave ald^w~i-n~WI 54002 (SW 1/4 NW 1/4 35 T29N R17W) Croix Hills 1st. Add Lot 9 ` Qarcel No: 35.29.171130 1 /' ~~ .. , ,. ~, ~ I/ 1.) Alt BM Description = / (~ O J J-'~-- ~' ~ `~' ` w ~ ~~-•~=. ~ ~'J.~' Y /~ L, '-"' C.15'~/ / e vim, 2.) Bldg sewer length = F.~ , w, . y -amount of cover = ,~ ~: ~= `~ ~- ~ ~ ~ ~ Ma, v _ ~ , _, ~ .) -~ Plan revision Required? ^ Yes ~No I ~, it I ' e other side for additional information. I~ Date Insepctor's ignature Cert. No. .0 (R.3/97) ~J commerce.wl.goy Safety and But3din Di ~on Court ; / ~, 201 W. Washington Ave., O. 62 ~ O - ( ~Q ~"~ ~ ~ ~ Department of Commerce Madison, Wl 53707 162 Sanitary Permit Ntaatmber to be filled in by Co.) j 5 ~5 t'J / Sanitary Permit Application State Transaction Number -~ In accordance with s. Comm. 83.2I(2), Wis. Adm. Code, submission of this form to the appropriate go mmental unit is required prim to obtaining a sanitary permit. Note: Application forme for star Project Address (if different than mailing address) submitted to the Department of Commerce Personal information you p vide ~~ •#'Qrrtdary ses in accordance with the Privac Law, s. IS.Q4(1 m), Slats. w / 9~ ~j /~ ~ [. A lication Information -Please PrinE Al! i a6on ~ ` / c~ ~'fi~ Property Owner's Name ~ ~ y ~~~~ ~~~ ~ b Parcel # e °~ ~o~ CI - 2oi7 -O ~-©00 Property Owner's Mailing Address S ~. CROIX COUNTY Property Location " ~~ i, 3 ,a,O C K\ ~~ ~~: ZONING OFFICE C , Govt Lot City, State Zip Code Phone Number ~~ y, ~ y,, Section C 3G~ ~` `~ ~ ~ ~~ ~ C ~. , ~~ r~ L{ -- 7 ~ S . _ (circle one) T ~ N R ~ E II T e of Bnildin h k ll th t l ~ L _ ; _ or~ yp g (c ec a a app y) t5 ~ ot ~l or2 Fartuly Dwelling-N_umberofBedrpoms _ ____ ~ _ Subdivision Name i , ' ~e,,. ~oJ`i+2 Biock # ~ ~ i C ~ l~ _ G 1 ^ PublicJCommercial -Describe Use I L ~a /~ ^ City of ^ State Owned - Deseribe~t3se CSM Number ^ Village of 5 N / 3 ~- Town of ~~Q-M-p(IC~n L~, . ,.,, Ili. Type of PermiC {Check only one box oa ltne A. Complete Gne B if applicable) A. ~ New System ^ Replacement System ^ Treatment/Holding Tank Replacement Only ^ Other Mod' cat' n t istin yst plain) B. ^ Permit Renewal ^ Permit Revision ge ^ Chan of Plumber ^ Permit Transfer to New List Previo it Number Before Expiration Ors IV. T e of POWTS S stem/Com onent/Device: Check aI! that a I ^ Non-Pressurized ln-Ground ^ Pressurized In-Ground ^ At-Grade ^ Mound _> 24 in. ofsuitable soil Mound m o s it ^ Holding Tank ^ Other Dispersal Component (explain) Pretreatment Device (exp in) ~ CSC 4.5~ V. Dis ersaVl'rea ent Area Information: Design Flow (gpd) Design Soil Application Raje(gpdst) Dispersal Aroma Required (st)~ ~ Dispetsal Area Proposed (st) System Elevation !, f U' ~ ~ . ~ / (5~ t~, c1 ' t~C <~ 'f~ Ct~a Ps ° - .3 6 (3n ~l l? ` . 2.1} Yl. Tank info Capacity in Total Hof Manuf curer Gallons Gallons Units ~ ~ o v _° ~ New Tanks E i tin T k ~ c ~ " u a m x s g an s r D. t, VJ vyi h fz+ t7 CL Septic or HoMing Tank ( rl ~ Z •~r ,-r. y 25 i ~i 1 C ' ~-J it C 2 t? Dosingt7ramber '7 5 U -~- `~ Ct i ~ . ~ ° ~. ' L, ~ "1CQ e ~ / . VII. Responsibility Statement- I, the undersigned, assume res nsibility f in ti of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber' i ure MP/MPRS Number Business Phone Number ~ ~ ' ~t~~ - - e_ ' / t LZ41 ~ 62- 4l5 Plumber's Address (Street, City, State. Zip Code) VIII. Court Ne artment Use On! Approved pisapproved Permit Fee $ ~~ ~ Date t/~ X ~ [suing m Signature ^ UvnerZ'it~en-Reasen-fef ial ` ~~ ~t0 u IX. CondiliCl(S=EJ~jff~WbhRl~teasons for Dis rovat r~., 1. Septic tank, efffUent filter and ~ ~~-f" , ~ ~~q v, t/' ~G~t/ ~ G¢' D dis , J persal cell must all be services /maintained / J . as per management plan providedb lumber ~ ~~G ~r~ ' ~ ~ f y p A~_ ~ . ~~~ t j vt 4. C~. 2 All selbaekraquirtsmen~ mus) be maintained (~ ~~ ~Q C ~ tide / otdintirnces. Y?/L .xuacn to eomprere plans for the system ant! suhmtt to the County only on paper not less than s t2: t t inches in sue ~ i / 4 rd~ SBD-6398 (R. 01/07) Valid thnt 01/09 ~~~ !t ~~ ' ~ Site Plan w SW,NW,35,29N/R17W Hammond township St. Croix county LEGEND 1 BM: 101.74' top of __-----_____.._.~_.._....~ ~®° . _.~- ~. ,,,~,• _.,~,-__ ~/4" PVC pipe = --- - 2BM: 101.54' top of p~•^~ '/a" FVC pipe -back hoe pits h~~~, 1 ~ g - ~,,.~, ~; ~~~-, ~ on r 1~1 ak $~ g - hand auger ~.... contour ~ ~' ...~ c/o clean aut "'-~- ~~ No Comm 83 setback problems ~.., ~`' ti. Seale 1"- 50' except ~ ~ -., "~"' -~- ,,., ~.. where indicated ~- 'ti. ~., - ~ ' to ` ~ ~. ~~ ,.;,~ System Elev. 103.24' on ~" -1, _ °.„•w~~ -~ ~ contour 101.74' ~. ~ ~~..`'''~--~T~`~° -~.. "~.,~ `~, ~~4~{ i ~. .`` Z ~_~ ` `y ~I (~ Cb,,~e`° ~ v 1f~ ° aT~ w9~s' 'fie j=~s,. jt1; 1 V' i f ~ J• F a } ~/ ~ . r q ~---~- _ f C, ` . `~ fy, /,./ \~/ , i ' f project: noBSON o, Z ~.,, ~~ ~o , ~;~~-~~`, ~7~.J~0 _PY page s of9 S 1 Site Plan SW,NW,35,29N/R17W Hammond township St. Croix county LEGEND 2F3i~~i: lOI.S~' t~c>p ~f p~.~~ !;~"' P'VC` pipe ,I~~~ 1vE~- t'~1~~n~~-io-~ 4_ Zak ac -back hoe pits ~`-`~- 8 :: hand auger p contour ~ ~ .~ c/o clean out ~'`' ~. No Comm 83 setback ^~-. problems h. ~`~- Scaie l"- 50' except ~ -~. ~' `''- 4., h. where indicated `"" ° 'R- ~ 'a' System. Elev. 103.24' on ~ ~o~--~,., - ~ ~ ~~ contour 101.74 ~ • ~-. ~ ° _.,,~ ~`~ ~ ~ ~`~a~ t ~ ~r ~ ° es w9~s Iy2Se~° ~ ; W icse.- Ta..,~ ~,;~. a ~ ` `. ~y, ' ~ ~b~~ ~' i F G~'O ~~ ~~~P y ~~~ ~ s ~~ .r .~ j° ~ ~CQ ~ .a~ . project: DOBSON _ ~©. 2 ~° ~~ +a ~ ~o }~ 5~ ~'`. i page 6 of 9 ~~ r ~r- commerce.wi.gov ~./ ~ f~scons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. com merce.wi.govlsbl www.wisconsin.gov Jim Doyle, Governor Jack L. Fischer, A.I.A., Secretary January 02, 2008 OUST ID No. 224580 LORETTA LARRABEE L & L PERC TESTING N2089 CTY RD Y MENOMONIE WI 54751 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01/02/2010 Identification Numbers Transaction ID No. 1496195 SITE: Site ID No. 719773 Dennis Dobson Please refer to both identification numbers; 66TH Street .above; in-all corres ondence with. the<a enc . Town of Hammond St Croix County SW1/4, NW1/4, S35, T29N, R17W Lot: New Lot #9, Subdivision: Croix Hills FOR: Description: Mound A+0 /Four Bedroom /Sloping Site Object Type: POWTS Component Manual Regulated Object ID No.: 1166748 Maintenance required; 600 GPD Flow rate; 6 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); Aerobic Treatment Unit, Biofilter 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. No person may. engage in or work at plumbing in the. state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: (1111, Reminders m • This system is to be constructed and located in accordance with the enclosed approved plans and with the ~~pT14tEhl' component manuals listed above. N 0 BAF • This plan has an approved Soil Saturation and Determination (Transaction LD. # 1275364) associated with the SEE CC3F~RE design. All of the condition for the construction of this system shall be upheld. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. SXats. LORETTA LARRABEE Page 2 1/2/2008 • Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7 A copy of the approved Mans specifications and this letter shall be on-site durine construction and open to inspection by authorized representatives of the Department which may include local inspectors Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under. s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • .Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. A11 permits required by the state or the local municipality shall be obtained prior to commencement of construction/installationloperation. 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. 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, Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday- Friday Charles. bratz@wisconsin.gov cc: Leroy Jansky , PSS, Wastewater Specialist Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 Private On-Site Wastewater Treatment System (POWYS) Mound and Pressure Distribution Component Design New Residential applicafion RE(;E~~/~~ Index and Title Sheet GEC 2 ' 8 2007 Project Name: DOBSON SgFEIY L~IJILIJ',t~'(~5 Owner: Dennis Dobson Owner's address: 1320 Franklin St., Baldwin, WI 54002 Location: Croix Hills. 66~' Street Street Address SWsNW.35,29.N/R17W Legal Description Hammond township, St. Croix county Township/County Lot No: New Lot 9 -combination old lot 8 8c 9 Contents: Page 1: Page 2: Page 3: Page 4: Page 5: Page 6: Page 7a-e: Page 8: Page 9: index and title general information & lateral diagram mound drawings dose tank pump information site plan microfast specifications management plan contingency plan Attachment: Soil Test copy to state plan Soil Determination copy to state plan Designer's name and license no: Loretta Larrabee #1872-007 ~~~~~g1N i~ii~~~, L an L Perc Testing LLC •`~ O~'' • P: ' • •. * ~• Address: N2089 Cty. Rd. Y ~ y:' Q~' Z~ Menomonie, WI 54751 .3 : ~0~~'~ti ~~' : ~ ~f`~'I y 715/664-8184 ph. - g• '~ :. ~ . ~a .. ...~. 715/664-8164 fax. % ~''•.,!~ .•~ rv~~ 7I5I308-1664 cell ~~,i~~ROFEB~~~~` ~ MM~RC~~ ~' JN~ENOE Designer's Signature: ~~ n' ~~~~.,~ Date: December 21, 2007 ~~- Mound component manual for POWYS Version 2.0 SDB-10691-P (N.01J01), and Pressure Distribution component Manual -Version 2.0 SBD-1070b-P (N.O1/Oi) page 1 of 9 GENERAL INFORMATION NEW SITE Four bedroom home, 600ga1 DWF 10.0% slope system area 0.2 soil application rate 6" limiting soil factor W975i1425 Bio-750 Microfast Wieser tank center fed system w/4 laterals dispersal cell design loading rate 2.0 linear rate 4.5 orifice sq/ft. 5.8 basel rate 0.2 effluent quality #2 LATERAL LAYOUT DIAGRAM (not to scale) Center Fed System Number of laterals 4 orifice dia. 1/bin. (0.125') Lateral dia. 1 '/4" orifice spacing (X) 31 in. (2.58' ) Lateral length (Pj 65.7s3 ft..; °.,' r -'~' orifice spacing X/2 15 '/2 in. (1.29') Lateral spacing (S) 2.25ft. orifices per lateral 26 Manifold length 2.ZSft. lateral discharge rate 10.66gpm Manifold dia. 1 '/Zin. total system rate 42.64gpm Forcemain dia. 2 in. Valve box \ Pressure lug finish grade x- P X X/2 1 1/ " S 2.25' (27" 0. 6' (1 ") Last orifice next to fitting 1.125' (13 '/z ") ,~ , Orifices located on bottom of lateral Force main 2" dia. project: DOBSON page 2 of 9 PLAN VIEW OF MOUND (not to scale) A= 4.5' D= 1.50' (18") J= b.5' required bed 600sq.ft. B= 133.5' E= 1.95' (23 3/8") I= 22.0' (4 to Islope) proposed bed 600.75sq.ft. F= 0.83' K= 11.0' required Basel area 3000sq.ft. G= 0.50' W= 33.0' proposed Basel area 3537.75sq.ft. H= 1.00' L=155.5' observation pipe @ 22.7ft. L Mound Cross Section View (not to scale) Finished grade elev. 105.07' Lateral invert elev. 103.74' H 11111 2 /IlII Dispersal cell elev. 103.24 ///// / // ///////1///// G ----- 4 dispersal cell ~ 2" -------- ---- --- --- Of-lateral -- --- --- o - --- a----- ---- - Aggregate bed 6" --- --- -- --- --- - -- ----- --- --- --- - E -- -- ~ -- -- -- D --- ---- -- --- ---- --- --- -- tilled layer tilled layer contour 10.0% site slope elev. 101.74' Numeral Key 1 topsoil cap 2 subsoil cap 3 ASTM C33 sand 4 synthetic cover over cell 5 aggregate 1.5ft. 4in. dia. observation pipe with 1/4in slot I O.Sft. project: DOBSON page 3 of 9 pUrr~P CHAhP,ER CRt;55 SEC'•IOt.;- A 5 eta. N~ +~ ~ i~ 4" Sch 40 vent ~ 15ft rooci~' t,JiiJDOW OR FK ES H AIR ItJTAKE I . !8'/'11A1. INLET APPROVED JOiWT A W/C.2. PIPE EXTENDIW4 3` ORITO SOLID SOIL d EIEY. ~~ ~ FT. Vend cove Cam- - C D PUMP COt~1CRETE 6lOCK OFF RISER EXIT PERMITTED OULy IF TA1JK MAUUFAGTUR6R HAS SUGN APPROVAL • SPECIF!•CATI~AlS ~00.52~`~-' ~`'``~'" 130'3°~'St DOSE • , ( C dos e 3 ~, TAiJKS MAt3UFACTUR;ER: ~Ji E S G >Z or~C2E ~' ~ .~'~- ~.alea ~,c:, i~ ! - 8~.~~, A15 - TAAIlC SIZE: ~ J~D 6ALL01JS 2Q `Sla 13W F = 120-qq~ 74L.ARM MAUUEACTURf<R: ~. ~ ~ ~ E C'~" EL' ~' . ~ • U o~ ~_ _ I . ° ci•~5 MODEL i+lUM6ER: ~ ~ T~ CAPACITIES: A= ~O iWCHES oR °~ ~ c,ALLaus SWITCH T9P>E: -fv' ~ 2 ~~~ g . '~ liJCHES OR yon 56= t3ALlOA15 PUMP MAiJUFACTURCR: ~°~ 0 ~~rL C =~ - It<ILNES OR 2!• ~$ GA U ~ _ _ MODEL 1JUMDER: ~ i ~~ - - D,a g'~ ..._. LLO S - ilLLCHES OK ~~-~~ ~~ GALlOiJ _ - SWITCH TYPE: f'RCf~C.'^-'~- lo-a~a(5 ~'~7 S incheg sF ~~~ ~i1c~S' MldIiMUM DlSGHARtsE RATE ~7 GPM ~~ 2TC t• 1n yERTICAI DIFFEREIICE 6ETWf<EIJ PUMP OFF Atilp DISTRI~UTtOAI PlPE.. 1 2• ~`~ FEET ~ - ~- MtlLIIMIlM i~IETWORK 5UPPL`~ PRESSURE . S.© ~`.I;3 ~~ ~~ F>;ET -1- . ~~y FEET OF FORCE MAIiJ X ~'~~~ FT~ _ ~ ~ ~D t=RIGTtott FAGT ' / _ por>< OR FEET _ ~m"i'a' • - TOTAL Dy1JAMIC ~{EAD = 2 ~. 2`~ FEET WEATHERPROOF .IUAICTION BOX GRADE ~ ~-- COIJDUIT V ~~ -- - ~ PROVIDE AIRTIGHT SEAL MAlJHOLE COYEF b' MtN. 18'/KIFJ. ~ (+ ~/ (' ( APPROVED JOIUTS ~' W/C.2. PIPE I, ALARM EXTEUlD11,lG 3' f~ ONTO SOLID SOIL ;I v I T~ O!J ~~~ ~ • °T .` 14 1~ tC Qo W = E U Z r v ~ 4 a 0 U.S. ~ LITER: w w ~ HEAD CAPACITY CURVE MODELS "14014140° TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE EFFLUENT AND DEWATERING Ft. Meters G°I. Ltrs. 45 5 1.52 91 344 - 10 3.05 ea 316 40 15 a.57 76 286 40, 1 40 20 6.10 65 ` 257 35 25 7.62 59 . 223 30 9.14 49 185 7 30 ~ 35 10.6 36 144 40 12.19 21 79 2 45 13 72 5 19 . 20 lock Y°I Ve: 4 6' 15 /0 5 GALLONS 10 20 30 40 50 70 80 90 100 170 I YSU lti(1 "24D 320 aUU 0 FLOW PER MINUTE Ut0904 t 7j2 NPT SK1524A 3 7/6 ~_ 1 1/2 - 11 t/2 NPi CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical aftemators, for duplex systems, are available and supplied with an alarm. • Mechanical aftemators, for duplex systems, are available with or without alarms. • Control alarm systems are available for 1 phase pumps used in simplex system. See FM0732. • Variable ~vel control switches are available for c~ntrollir-g single phase systems. • Double piggyback variable level float switches are available for variable level long cycle controls. • Sealed Qwik-Box available for outdoor installations. See FM1420. • Over 130°F. (54°C.) special quotation required. • Refer to FM0806 for 200° F. applications. 140 Series - 53 lbs. 4140 Series - 73 lbs. 140!4140"' MODELS Control Selection Model Model VoRs-Ph Mode Amps Simplex Duplex N140 N4140 115 1 Nal 15.0 1or185 2or384 E140 E4140 2.30 1 Non 7.5 1 or 1 & 5 2 or 3 & 4 BN140 BN4140 115 1 Non 15.5 1 or 1& 5 2 or 3 8 4 BE140 BE4140 230 1 Non 7.5 1 or 18 5 2 or 3 & 4 tfi SK75248 SELECTION GUIDE 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 2. Mechanical alternator M-Pak 10-0072 or 10-0075. . 3. See FM0712 for correct mode! of Electrical Alternator E-Pak. 4. Variable level control switch 10-0225 used as a control activator, specify duplex (3) or (4) float system. A CAUTION All installation of controls, protection devices and wiring should be done by a qualified 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). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. y//~)1 MAIL TO: P.Q BOX 16347 r I~~l_' (,/~ Louisville, KY 40256-0347 A~rufacturersd. . ~ r` I/L~~L~/.?~~//V~r® SHM T0: 3649 Cane Run Road y Louisvile, xv 4o21r-r~r QuaarrP~~ps S,vcE /~93v'" ® PUMP !~ f ~2) FAX (502) tip SUMP htrp://www.zoellercom ~n .r~r;L a 2. ~. v l © Copyright 2001 Zoeller Co. All rights reserved. ~'~~, ~ C~ 7s~" P 794" ~ to n V~ m ~ ~m 5 11 D z D m D Z C '*7 D n C :11 m v 0 m m --! O m x n r*i m a D N N v m C m m Z -a o = W975/1425 Ht0 - 750 GPD \~ SEPTIC MANUAL z O o REV. 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Phone: 715/962-4155 Phone: 715/386-4680 System Flow and Load Parameters Design Flow -Peak 600gpd Maximum Influent Particles Size 1/bin Estimated Flow -Average 400gpd Maximum FOG 30mg/L Septic tank Capacity 975ga1s Maximum TSS 30mg/L Soil absorption component Size 601bed Type of Wastewater Domestic Service Frequency Septic and Pump Tank --------Inspect and/or service once every 3 years Effluent Filter-------------------Should inspect and clean at least once every year, back-washed into septic tank Pump and Controls ------------Test once every 3yeazs Alarm----------------------------Should test monthly Pressure System ---------------Laterals should be flushed and pressure tested every 1 %2 years Mound --------------------------Inspect for ponding and seepage once every 3 years Other----------------------------Initially filter should be checked yearly to determine service schedule Avoid surge flows of water: try to spread laundry through out the week Avoid winter traffic such as sliding or snowmobiling might lead to mound freeze-up Miscellaneous Information 1. Observation pipes aze slotted and materials conform to Table Comm 84.30-1, have a watertight cap and aze secured as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(I), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a chisel plow. 5. Avoid compaction such as vehicle traffic within I S' down-slope of mound system 6. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration 7. Lateral Turn-un to finish at grade or above, enclosed in a 6-8" diameter lawn sprinkler valve box or similar product. (lateral turn-up consists of a long sweep 90 or two 45degree bends same diameter as lateral) 8. Lateral Turn-up on end of distribution laterals after the last orifice. project: DOBSON page 8 of 9 .~ Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code. And shall maintained in accordance with it's component manuals and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump 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" in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. 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. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slip offthe filer when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personal shall advise the owner of when the next service needs to be done to maintain less than maximum scum and sludge accumulation in the tank. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings maybe made around the mound's perimeter and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traff c (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations dictate that the mound be heavily mulched as protection from freezing. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral and it is recommended that each lateral be flushed at least once every 18months. When a pressure test is performed is should be compared to the initial test when the system was installed to determine if orifice clogging has occurred, if clogging has occurred orifice cleaning is required to maintain equal distribution within the cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner and any levels above 6" considered impending failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or components shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank or its components become defective the defective components(s) shall be immediately repaired or replaced with a component of same or equal performance. If the mound fails to accept wastewater or discharges wastewater to the ground surface, it will be repaired or replaced. Increasing basal area if toe leakage or by removing biologically clogged absorption and dispersal media and related piping and replacing components as deemed necessary to bring the system into proper operating condition. See page 8 of this plan for the name and telephone number of your local POWTS regulator and service provider. project: DOBSON page 9 of 9 Wisconsin Department of Commerce Division of Safety and Buildings SOIL AND SITE EVALUATION in accordance with Comm 85, Wis. Adm. Code tti Page Of Attach complete site plan on paper not less than 8 % x 11 inches in size. Plan must include, b~'' COUrIty St. CrOlx direction and percent slope le or not limited to: vertical and horizontal reference point (BM) ~ , , dimensions, north arrow, and location and distance to the nearest road. '~` `+.~~- Parcel ID # APPLICANT INFORMATION -Please print all information Re ' wed B Da te: Personal information you provide may be used for second u o )). / /- / d ~ ~p Property owner: Property location Troy French -French Homes Gov't lot: SW 1/4 NW 1/ S35 T29 N, R17© Property owner's mailing address: Lot a Block a saba. Name or csnau P.O. Box 350 T, r/ECIX CouNTV 8 NA Croix Hills City /State /Zip Code z~ c ~ city illage ow Nearest Road th Hammond 190 St. Roberts / WI/ 54023-0350 715-718-2929 ® New Construction Use ® ResidentialMumber of bedrooms 3 Addition to existing building: NA ^ Replacement ^ Public or commercial -describe - NA Code Design Flow Rate: 450 gallons/day Parent Material: Glacial Till -ground morraine General Comments and Recommendations: Soils are somewhat poorly drained Alfisols underlain by dense glacial till. This is an A+0 mound site. Redox features are the result of perching above and within the dense glacial till. SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FT2 Pit 1 Eff# I Eff#2 Ap 0 - 11 l OYR 3/2 NA sil 2msbk mfr aw 2vf 0.6 0.8 Ground gtl 11-15 lOYR 4/4 fld 7.SYR 5/6 sicl lmpl mfr aw Ivf 0.6 0.8 Elev {ft.) 99.44 Bt2 15-29 7.SYR 4/6 fld 7.SYR 5/8 sicl lmsbk mfr cw lvf 0.2 0.3 Depth to 2C 29-42 l OYR 416 c2d 7.5YR 518 scl massive limitin g factor- i n. 0 Remarks: Ap, E Horizon - 1 f worm channels.; boring reviewed in conjunction with CST Dave Steel Boring # Ap 0 - 8 lOYR 3/2 NA sil 2msbk mfr cw 1 of 0.6 0.8 Pit 2 Bt 8 -l l lOYR 4/3 flf 7.SYR 5/6 sil 2msbk mfr gw lvf 0.4 0.6 2C 11-33 lOYR 5/3 c2d 7.SYR 5/8 scl massive Ground Elev (ft.) 99.44 Depth to limiting factor- in. ~ Remarks: small amount of clay in Bt Horizon, 1 f worm channels in Ap horizon; boring reviewed in conjunction with CST Dave Steel CST Name: Eli M. Gottfried, Gottfried Environmental Signature: ~/? ~~(. , ~~ Tel. No. 715-833-1400 Address: 124-1/2 Graham Ave. Eau Claire, WI. 54701 Date: 6 December 2005 ~~ivt ~~z~ CST # 221981 r; U.: c> if SOIL DESCRIPTION REPORT Property owner French, Troy Parcel ID# ~,. Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application; Rafe in. Munsell Color Qu. Sz. Cont. Color ~"~ Gr. Sz. Sh. GPD/FT2 Plt 3 ' . ~, y ,,,,„. ~ ~ Eff# 1 Eff#2 Ap 0 -10 lOYR 3/2 ,~w~ ~„r•~ '`' '~" NA 2msbk mfr cw 2vf 0.6 0.8 Ground Bt ] 0-15 7.SYR 4/4 Pfig~'~SYR 5/8 sicl lmsbk mfr gw lvf 0 2 0 3 Elev (ft ) . . . 98.22 2c 15-38 l0yr 4/6 c2d 7.Syr 5/6 scl massive Depth to limiting factor- in. 0 Remarks: boring reviewed in conjunction with CST Dave Steel Boring # B1 Horizon Depth ir.. Dominant Munsell Color Redox description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/FT2 Eff#1 Eff#2 Ap 0 - 8 l OYR 3/2 NA sil 2msbk mfr as 2vf 0 6 0 8 . . Ground Bt 8 -11 lOYR 4/4 fld 7.SYR 5/8 sicl lmpl mfr cs lvf 0.4 0.6 Elev (ft.) 101.74 C 11-16 7.SYR 4/4 m2d 7.SYR 5/8 cl massive Depth to li iti m ng factor- in. 0 Remarks: Hand boring with spade and 5" hand auger. Chisel plow deep to break up plow pan in Bt horizon Boring # Ap 0 - 7 l OYR 3/2 NA sil 2msbk mfr as 2vf 0.6 0.8 B2 Ap-d 7 -10 lOYR 3/3 fld 7.SYR 5/8 sil lmpl mfr cs lvf 0 4 0 6 . . Ground Elev (ft.) Bt 10-18 7.SYR 4/4 m2d 7.SYR 5/8 sicl lmsbk mfr cs lvf 0.2 0.3 101.74 C 18-21 7.SYR 5/3 m2p 7.5YR 5/8 cl massive .Depth to limiting factor- in. 0 Remarks: Hand boring with spade and 5" hand auger. Boring # Ap 0 - 7 l OYR 3/2 NA sil 2msbk mfr as 1 of 0.6 0.8 Pit 4 Ap-d 7 - 8 lOYR 3/2 fld 7.SYR 5/8 sil lmpl mfr aw lvf 0.2 0.3 Bt 8 -14 lOYR 4/4 fld 7.SYR 5/8 sicl ]msbk mfr cw Ivf 0.2 0.3 Ground Elev (ft.) 2C1 14-29 7.SYR 4/4 m2p 7.SYR 5/8 scl lmsbk mfr cw NA 0.2 0.3 101.74 2C2 29-32 lOYR 5/2 map 7.SYR 5/8 cl massive Depth to limiting factor- in. 0 Evaluated on I S June 06 SOIL DESCRIPTION REPORT Property owner French. Trov n,...,.,.i rr,u Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Applicatio Rate- in. Munsell Color Qu. Sz. Cont. Co~r s;° ~ Gr. Sz. Sh. GPD/FTZ Pit 3 . 9«•~~ t" Eff#1 Eff#2 Ap 0 -10 lOYR 3/2 ~. ~~' '"'CIA ~ 2msbk mfr cw 2vf 0.6 0.8 Ground Elev (ft.) Bt 10-IS 7.SYR 4/4 ft"d 7.SYR 5/8 sicl Imsbk mfr gw Ivf 0.2 0.3 98.22 2c 15-38 l0yr 4/6 c2d 7.5yr 5/6 scl massive Depth to limiting factor-in. 0 Kemarks: boring reviewed in conjunction with CST Dave Steel Boring # B1 Horizon Depth in. Dominant Munsell Color Redox description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/FT2 Eff#1 Eff#2 A p 0 - 8 I OYR 3/2 NA sil 2msbk mfr as 2vf 0.6 0.8 Ground Elev (ft ) Bt 8 -I 1 lOYR 4/4 fld 7.SYR 5/8 sicl lmpl mfr cs Ivf 0.4 0.6 . 101.74 C 11-16 7.SYR 4/4 m2d 7.SYR 5/8 cl massive Depth to limiting factor-in. 0 Remarks: Hand boring with spade and 5" hand auger. Chisel plow deep to break up plow pan in Bt horizon Boring # Ap 0 - 7 1 OYR 3/2 NA sil 2msbk mfr as 2vf 0.6 0.8 B2 Ap-d 7 -10 lOYR 3/3 fld 7.SYR 5/8 sil ]mpl mfr cs Ivf 0.4 0.6 Ground Bt 10-18 7.SYR 4/4 m2d 7.SYR 5/8 sicl Imsbk mfr cs ]vf 0 2 0 3 Elev (ft.) . . 101.74 C 18.21 7.SYR 5/3 m2p 7.SYR 5/8 cl massive Depth to limiting factor- in. 0 Kemarks: Hand boring with spade and 5" hand auger. Boring # Ap 0 - 7 l OYR 3/2 NA sil 2msbk mfr as 1 of 0.6 0.8 Pit 4 Ap_d 7 _ g lOYR 3/2 fld 7.SYR 5/8 sil lmpl mfr aw Ivf 0.2 0.3 Ground Bt 8 -14 lOYR 4/4 fld 7.SYR 5/8 sicl Imsbk mfr cw Ivf 0.2 0.3 Elev (ft.) 101.74 2C1 14-29 7.SYR 4/4 m2p 7.SYR 5/8 scl Imsbk mfr cw NA 0.2 0.3 Depth to 2C2 29-32 l OYR 5/2 map 7.SYR 5/8 cl massive limiting factor- in. 0 Evaluated on 15 June 06 s f NORTH i i ~ Fren mes Incorporated 220 ft. of 8, roix Hills SW N1~1135 29 17W Hamm~Ond, St. Croix i \~~ ` mailin address: Scale: 1" = 50' P.O. B x 350 Roberts, WI. 54023 \ 715-7~8-2929 95:44' ~~ T i ~ ~~ ` B P2 \' \~ 9~.4 BHP ~ ~ ` , \ ` 1Q1a4' ~ ~ 98.22' ~ ' ~ ~ ` ~9~.4,4' 2 ~ ~, ~\ 4~,b \`,, BHP1 ~ ~ ` ~1b3,74' ~, BR, LLR = ~ Secondary ~M =top of 3/4" PVC pipe` \ ,, ~p ~ X9.44' lev = 101.4' on top of pipe ~, T 1 ~~, ~~ ~~, 99,.44' ` proposed co bination tank ` ~ , 1, 1000 gallon ~ptic tank ~ , ~~ ' ~~' 600 gallon ddse chamber ~ , „ [3 rimary BM = topof 3/4" P C pipe Flev = 101.74' on~top pipe 0 . 4' ~6% slope ~1~un06i ~ proposed 3 BR propose ` ~ ~ ~~ residence garage ` i ~, Force main len th = 100 feet maximum \ Gottfried Enviro~rnental 9 ~ , Eli M. Gottfried R.S., CSTM, Designer Force main diameter = 2 inches Evaluation: [nte~pretive report i Client: Dave steel, Steel Soil Testing Srv Date: 6 Dec O5; Rev'd 26 Apr 06 i Signature: i -0.2 mi. to 190th Street proposed subdivision road a 1 Y PLAT OF: COUNT T C ~o ~ ~~~~~ g3~5oY >~~~ER'SD~ S:. CROIXCQWLS: 11 Nw~"Nfv e.,i1 s, >rOCY r 111 N'W LCRN '0 9 (FCdA EP„ SEC. 35 ERNisEN Nar ) ~`~'~ Y LOCATED IN PART OF THE SW i/4 OF THE NW 1/4 OF v . SECPON 35, TOWNSHIP 29 NORTH, RANGE 17 WEST, TDWN OF HANMOND, ST. CR01X COUNTY, WISCONSIN; ~ I '~°"~`° BEING OUTLOT 2 OF CROIX HILLS. ~~ ' i ~ Gt 0 I I °. > l01 2 CS6d L 20 PCC_°137 VO u ~~ _ NOR7H LINE CF THE SW I/4 - NW I f4 LOCATION MAP: I n I N 89'29'25' E J219' ' RA (999'S6'44'E) N 89'28'25" E 1293.13' ~~ 1 I R.P. (J2.22 ) - - ' (NOi TO SCALE) -~ i -27175' Z - 684.34' _.._. ___ . - ._ __ __ __. _. - 73104 issa _..._ ;-- ,-- ~ , ' SECTON 35, T29N, Rl1W, C i A 'J' I ICO Ip -- __ 9'm -. --_ .__ __.. _- ~ '.. fY ~yfgCf , 1 40~Q~ T . . . I' I I i I LOT 15 wlp I W I N LOT 10 I „ NNE=107590 ~ ~ ~~%N~ PLA LOCATION HE I ~ I ~ ~~'~ 65109 S.F. . I~~. I HS~os~ 153636 S.F. I I ,„ ~~'~ ~ ~ I I I 1.95 Ac. ~ Sdj~ 3.53 Ac I , x o x c I 6 t IV V ~ W I IZ >i• ' N "n 661H 9iREE1 p s3'j a; Ila iN 06'46'36" W \` N 06'<8'36" W 63.91' p j Q I J sw sE i I ~' : Z ~ I' i i I X71.92' ~ - 1 . . 184.261..__1_.- . - -- ~ 344.68' 3$1.44' - - ---,-. -, -- 2. -- z, I 1 _ 1 E N F. ~ I I. I 53 684Ac I~ I~ ~W I: x 1 I - -- N 86'2409 L 696. I o . . ~~ to sow AVFNI~ (0 N" 0 I I I f i DRAINAGE EASEMENT NOTE N7 AYMLN OR AESIOEN7 SHALL W ANYMMC M7CH MAAD wrzMmX MM wE OIANGE n¢ OPEAAIICM a roE APPAOIf- CCWAfHm51VE MA1EA ORAMACE ANO YA fA09CM PUN YOA PPS RAi 'HIS MLLEIXS BU16 NOi UNllm r0 OJABING UPON. OBSiNULXNG, AERWNG iN1MG, OR EMCAVAMW OA PUNrMG M ANY POND EASFMENIS NA1CR OAMIAf[ OIRNES, WA1EA flENWAYS, WAIm p0.W1tiS, pEI1N$ CA (BASS Y@XGS. GENERAL NOTICE STATEMENT: EAa PANED sr.BAN aN Iws NW iPUQ Is aM.WGi YB sart, Goaln. Alp i01N911P uwS MAES Aw rQaunRn p.[ MANMS, YINMN Eor AS, AIXTS$ ro PAKq E¢I MFaflE RAOIASMC W OE'AWPIG ANY PANLm ff U.W, QMIiALI M A aaA Gamn mwNG ama NM nW APPflpPNAR roM+ Bwm FOR UTILITY EASEMENTS: no Pnt aR IAMm uaES ARE to eE nAGm sxN INAi nw WSiALA1NM MAAO dsrNPS Awr 9AMY srAr6 w oasmm~ Wsw 40NG Ilfl mi INE qt SYNmr UAE NF pSNA67A4f! 6 A G1ANY SIANE XY NIYaIE IS A NNAIICN a YCMCM 1e611 WSCa19N SIANSS UN'fi EAEflIEN6 AS HEAmI Yf FRM AQ FG0. INE UY a PGNUG 6GAts ANX vRIVArtA6umJC uNmES NAUxc A Mpli'G YNVL rXE INEA NOTES: fApli YIeAa . w' (untss ammwY Notml (uEAwMn moo A-aN 90E YIXAtlI =125 flF1A YIBAIX =15 ALL AAIWGS 70 6E fA161AUCIE0IN PflOWYRY MM AXNNAL; FASAIFXIS 41ALL NAN. A E0145Y AAmNG a91NC CA NAIOQN MLL EIEVAINN ncr EESS mAN MG REI ABmL nX KKN wArtR EIEVAAEN SWMI Ic ~ o ll0 I ,. N 88'24 09 E 394.8 ., i ~ EBO = 1077.90 I~ o: Iw : ~ --193.98'_ -_,.:- LOT 11 ~ m I > 9 zW~~' ~ i. D 200.83'-- -- ~ I Ip Q,,• 'a I p o A ~ ' D modal ~ i 164 fi 11 _._ ..220:63 i ~0~ 1~1 ~ OIOCIIS.F. ~I I I I.' I I to Im Iz mI1~Jl1 ' ( L, ~ 71 i cr R, ozo i T 'z N 'M i II ~' rz E a ~~~:: N LOT ~~, ~~ m '~ b A ~ p: I A I~~I ~ I 14 I I LOT 13 M, i I~ _ _ °~ I _ ~I I I _ _ _ II I i I Y,83~ S.F, 11 Im 7329C S ml I :~ 6600 ~ ~I " msNnow~ ' ~ ~ 1 _ - 1 i 60.83_' D ~ ~ 34184 __ _- w~aE-sKEAMMNIM _ ~ _ 1 N 1.b5AC. ~~ 1.b6 AG. n ~ IZ /" _...____ - ._ ____ _ .__ i i M~ wwn.Y ,; I j~ 11 ,°', °, I i'~ D, ~ - a S 89'42'58" W 468.61, _'~( ,p 1 I I~ ,Cl~ m W --y-- , Im I ~ 'f s' -' ~'' -~ --W 66TH STREET + ~ ~~ I I~ - s6; _ -11 - - - I - ~ Im ~ Yg. / - - - -- - - i ~j1' I w I~ i I I~ ~ ti3 ,~ ~ ~ \ ~ I~ '~ ID-0' ~ 'I I I ~ ~ ~~~~~ ~~ tig0~ ~ I I ~ ~ sB7~2's9'w 'I i S 89'25'10" W I 'I J Y~A~" ~ ti ~/~ ~ for L L4L~ e6.23' I 60.00' io CENIER o- I I i' Aah / SOi k (Rq%MLLT EASENENi I I '~ I ! I __ 6ti,~ E_ j I N 00'34'50" W / Q-'' S~ I} I m ~._S 69'25'10" W ~w - ~ ~~~\~~ I r~ o e 146.62 °'' w. i ~ ~' _... _._ -._-- ~ ~, LEGEND: _ .~-. 16116: ~ 12 L I I I CR~IZ H~ 331 t'I ~7 ~J W I/4 CCRNEA, SEC. 3S (FOUND 2 3/8' O.D. IAON PIPE) CURVE DATA TABLE: NJNBER RAD:llS (FFI AAL IENGM (Fr) IXLiA ANENE giOSG lCNG1N (Fi) I [IA.W gFCGTOR fANCENi M 1MIGENf Wi CI IJ1C0 203.J0 1654'CB' 101,11 S 7615'55' W I S B9'R'SB' W 5674X'51' W C2 X700 17A41 16'76'1X' 168.X9 5 76tlT01' W 5 674851' k S 8975'10' W -- - - AOADNAY SEIBACNS ~ ppOppSEp pA11CWAY lOCA1N161 ~gCOk~ ---------- -12' anon EASEMENr xwt x~+ wAtER EIfVAN11X -.-- -- CMAMAC{ EASENENi UIE EHO LOXEBi BUB-MG OPENNG Q poD~ELr>~E Q Ift!4X4REY JN CpIXtt NUIUNEM R,A. RECdOED AS 521X9 tYY' (FgMO AS NOIEB) WGC96glE 4 MI4 1 Fg1N01' MOX PIPE ~ FOIRID S//' BY IB' N1011 PIN ~~ ' Q FOUN01 I//' 9Y 18' IRON 9N ~~/~~Fi SI J/1' 9r la' ~~RCN PIN sGALL.1.® ~ wr. I so Ees./Fi. a Au o;NER Eor ccRNEAs G AB 6X 16a Al BEARNCS ASE REfEflP.NCfOID AR WE51 TINE OF Bff NMI/1 AS9AIm 10 BEAA S 0111'50' [. CRAfiEO BY: x'fF NttLI NUNPHREY ENGMFFRMG SHEET I OF 1 St. Grobc. County AEROBIC TREATMENT UNIT (ATUj SERVICING AGREEMENT Putt Trattsat~ion Nurttbee' - . .. ~r~ ~~ L, Da hen ~_ r, Name - ([?~ttex) ~ ar prjnteil ~8 ~Y ~~• autos. wader oaW, that: 1. i~alahe is toe oRraenlpact owner of the followiag pst+eal of laad loud in Si" t;roix Coemty, Wiscottsta.. to Volume per DocumentlQutanber.Crnix Covttty Rehr IIVI IIIII IIRI NIII NIN NII IIII,I Ihl IIII 882575 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 1OJ09J2008 10:15AM ,AGREEMENT E%EMPi t - REC FEE: 11.00 PAGES: 1 of Deals Office: A patce3 of land located in the_~ r/. of the NW r/s of Sectiotl """""° "'"°" "°°"" ~" ~5~T~_N-Ry~_W,Townof ~t~rs ~~~ 3 Ha~,timond , 5t. Croix Coanty, Wisconsin, being 1° X ~ . g~~wi M o/1' duly dewed as follot~s (tneletda lot no. ttad aabdivisiodCSM or ~ ~ o mailed legal ~): Gr0 i X if/ 11 s L o -I- q ~' ~" _ . ~ 2 ~ ~`~ ZZ ~~ ~' l~t~~ t~tt~n 1 ~ - ~ W Do Z alolw~nlw~~ 5 At en k~daoemantb fire cuunt)I b ierlrs a pandt for a POYrTS sq~fippee rrper em Aerobia Tiednruk tJtdean the e~bo~radaaalbsd tab. wsgiaetadorttreiioaowinQ: 1. ownar.veas b ooMorm q .~ app~iCe61s raquTraaMrMr d 4barnw a'ty tbs. lldia. Oade.talaYnd b Aarohte Traabaerd IJtdet (A{U) read tin rasiMerwros ~aquftarnplsfsrtM proposed ~r$ ~ dr+dh WssteMnbrTiarMarsre lsdr-sAopl- Ntbs arwnrteis b trace the P~OrYi3 and Hitt pivPuyr seaAasd fp wrpoAte b eMdtrt ~tassi by ~ gosawaafal tadt ar the Dapett~aetrt~d aadbre e atrsM • Israran traalh Mss+srd as dseaibMd to s Z54~6R 81Ma.. ~ ! salt R~ ~ seak~es rnrdsab. ltrs ehaipae M aasssaad w piaoiMd ~ ~Q6A oa the tact li w a apeobl amt for aument 2 :ftra ewarr press Mt ardMaltr a asMraed adMr a tiaerwad f"OMfia oniMsitwr for the ftrs d ttra s~dsaa rite POYIrl9 apdatsira~r ~ ps~form Pubda IMpsatww aad ~asfdearaoe as w4iNd fyM warU~aaraad tfra Oglar~siwd, NrcMrdlp, tartaaR thstisdtoc Mw brewer, eMc4kai aarrUds. aad tsesbPSrd tfllt apsrsMop sad ats~s dapfit 7twsa iagrsc/orrs ws a be scirsdulsd avaY d raordha for tM firer tea yeas of operdoaa+rd yearygwaeNsr. 3. 71q awNr ay~aea b coratrCtfira PQellfi5 ariatek~er irnarar~alehl epee antr a~atfiracdor-d tre baattrrent rrrt acrd b aadrdekr pw udt eo as to act aeita s 1slarsa irudlb brsrard as dentibd to s Z64.6q, sl~s 4• ~~pfaypsdo~wnoswop>torispaifNrsafCanw~socarar<POilM1'Be~MaWlnsr~rrs~iNSfospadoAclro~pectloasdtirsaompoaarbw ~ e~aoidn~p scene h a ew.rer .psr~isd b1- sr. adopaianorrt a d agost ~netta's d~ ~ d mar arsinOMMrros assnkMp. , s. TMkap.sawRwtiraadaiaefrdtaiha~ta.awpallo.ws~ow~lStsrtAsaoaaondt~+oiwisowtifinsttrsclhsss~ohk~..d.ernu,R aaeonprsswnasterat~ Iasddilarr.~ids~awtaa4rbeaa~ediq-wepolgandwosrdlrrYssidaer~rasonr~lhrefeaaoabfiris .pce.areaciAa.d~+a.n..rwairlarr~ ~ltawM.rrr+.ottrs a.rtNerior.bUsdoloenirad Ar rekwRas 1otUSpropereir. 7. Tidy agiaaraud shr><a brdir<f span ttw awrMr, tie hslrs d tin awrstr', and astlgMas d M areNr. Tao asfesrtdsdt 1sr0adtAds agiaeraaat is ttrs tbglMirrd 9.adr. and tiraaprasrasrttatrsN ba raosrdetd b s nrsarrer rrat+Mlf psaaR rrs aaisMros dtha agiawarad tuba dslsardasd by rater.rra. to Mra pa,Pug-.rd.r.7MaAwnbic7hafir.dtbiefa ia~.a. ~! 1 of 1 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerlBuyer r. Mr. Dennis Dobson Mailing Address Property Address City/State LEGAL DESCRIPTION Parcel Identification Number ~Q,~$ ' Z ~ ~' ~ ~ ~ ° ~~~~ Property Location sw '/a , Nw '/a ,Sec. ~_, T ~_N R~_W, Town of uammc~n ~ Subdivision Croix H i 11 s ,Lot # 9 Certified Survey Map # -"~ Volume --+-' ,Page # Warranty Deed # X ~ $ -l I -1 ©~ , Volume~C ,Page #~ Spec house g}~¢X no Lot lines identifiable yes_ X~~ SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in 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. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certif cation form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal 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. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal 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 Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe amaze the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. ,~ ~. Number of bedrooms F o u r .~~ ~~~ SIGNATURE OF APPLIC (S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. *** ~Inchide with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. 1320 Franklin St., Baldwin, fi~i 54002 (Verification required from Planning & Zoning Department for new construction.) (REV. 08/05) State Bar of Wisconsin Form 1-2003 WARRANTY DEED Document Number p Document Name THIS DEED, made between French Homes, Inc., a Wisconsin Corporation _ _ ("Grantor," whether one or more), and Dennis L. Dobson Jr. and Jean M. Dobson, husband and wife ("Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): Lot 9, Plat of Croix Hills First Addition in the Town of Hammond, St. Croix County, WiSC0n81ri g4 1 904 KATHLEEN H. NALSH REGISTER OF DEEDS ST. GROIX CO. , NI RECEIVED FOR RECORD 01105!2007 09:45Ati NARRAFt1'Y DEED EXEMPT # REC FEE: 11.00 TRANS FEE: 189.50 COPY FEE: CC FEE: PAGES: 1 Recording Area Name and Return Address River Valley Abstract ~& TiUe, Inc. 1200 Hosfotd Street, Snite 201 Hudson, WI 54016 File tk: 2692082 !/ Part of 018-1077-40-000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: Easements, restrictions and rights-of--way of record, if any. Dated January 3, 2007 French Homes, Inc. (SEAL) ~1 ~Jt,~ ~~ (SEAL) * * Troy French -President (SEAL) (SEAL) * * Signatures} authenticated on ACKNOWLEDGMENT s STATE OF WISCONSIN ~' ' r TITLE: MEMBER STATE BAR`~~~9~~~'7IN (If not, authorized by Wis. Stat. § 706.06) THIS INSTRUMENT DRAFTED BY: Attorne~Doug Berg 1200 Hosford Street, Suite 201 Hudson, WI 54016 • St. Croix ) SS. COUNTY ) Personally came before me on January 3, 200? the above-named Troy French -President to me known to be the person(s) who executed the foregoing i t and acknowl th same. * „~-,.~fr.., ~ n,. Notary PubljgJ Sate of Wisconsin ~/ My Commission (is permanent) (expires: Z,- ~~j' ~ ) (Signatm'ea may be anfbendcated or acknowledged BotL sre not neceaasryJ NOTE: TH[S IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED ®2003 STATE BAR OF WISCONSIN FORM NO.1-2003 • Type name below signatures. toff tvrr ".. . ~ ~~SCOn~fn ~ O ~L EVALUATION RE RT ~ a nc~ widh C n#In 85, aQGs. Ad .Code Department of Commerce ~--~-~~°L ;, . , ,. 4 ~' , , I I I U ~ Division of Safety and Buildings s Attach com lets site Ian on a r not less than 8 z x County P P P pe ~91n hIR~II~Y St. C inctude, but not limited to: vertical and horizontal referen point (OM), direction and percent slope, scale or dimensions, north arrow, and to Parcel I.D. j' Please print all information, evie _ Personal information you provide may be used for secondary purposes (Privacy l.aw, s. 15.04 (1) (m)). '~jY~ye, Property Owner Property Location French Homes, Inc. Govt. Lot na SW1/4, NW1/4, S Property Owner's MaiNng Address L # Block # Subd. Name or CSM# P.O. Box 350 na Croix Hills City State Zip Code Phone Number ~ Village ®Town Roberts WI 54023 715-718-2929 Hammond New Construction Use: ~ Residential /Number of bedrooms 4 Code derived design flow rate ^ Replacement ^ Public or commercial -Describe: na #1819 Page 1 of 3 Steel's Soil Service, Inc. ~b 190Th St 600 GPD ~} ~"y" b Parent material Silty sediment and underlying reddish sandy loam till General comments A+ 0 Mound Design, system elevation 101.63ft based on and recommendations: site area wi ou first contacting soil tester due to poor soi G1_ ! _ ~'` _ ~ i _ n_ _ i Flood plain elevation, if applicable na tt. contour line elevation 98.70ft. No deviation from Boring # ~ Ground surface elev. 98. ft. De th to limitin factor 11 `min. ® ~_ P 9 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/fl= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-11 10yr3/2 none sil 2msbk mfr aw 2vf .6 .8 2 11-15 7.5yr4/4 fid 7.5yr5/6 sicl lmpl mfr aw 1vf .0 .2 3 15-29 7.Syr4/6 c2d 7.5yr5/6 scl om na as ivf .0 .0 4 29-42 7.Syr4/6 mp3 7.5yr5/6 cl om na na na .0 .0 5 % Gravel in Horizon # 2. a Boring # ~ Ground surface elev. 98.70 tt. De th to limitin factor 8 ~ in. ~ P 9 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "EtfM1 'Eft#2 1 0-8 10yr3/2 none sil 2msbk mfr an- 2vf .6 .8 2 8-11 5yr4/4 f1d 7.5yr5/6 sicl lmsbk mfr gw 1vf .2 .3 3 ii-33 10yr5/3 c2d 7.5yr5/6 sd om na na na .0 .0 5 % Gravel in Horizon # 2. "` Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BODS < 30 mg/L and TSS <_30 mg/L CST Name (Please Print) nature^~ ' ! , '~~ CST Number David J. Steel ~~ ~ 248956 Address Stes!'s Soil Service, lnc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 12/6/2005 715-760-0347 Propgrty Owner ~ French Homes, Inc. Parcel ID # Pending Page 2 of 3 ~~ Boring # ^ Ground surface elev. 97.50 ft. Depth to limiting factor 10 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. 'Eft#1 •Etf#2 1 0-10 10yr3/2 none sil 2msbk mfr cw 2vf .6 .8 2 10-15 7.5yr4/4 fid 7.5yr5/6 sicl imsbk mfr gw ivf .2 .3 3 15-38 10yr4/6 c2d 7.5yr5/6 scl om na na na .0 .0 5 % Gravel in Horizon # 3. ^ Boring # ^ Ground surface elev. ft. Depth to limiting factor in. ^ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIflz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Efr#t *EtT#2 ^ Boring # ^ Ground surface elev. ft. Depth to limiting factor 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. •Eft#1 'EtI#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <_150 mg/L `Effluent #2 = BODS < 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 (8.07/001 StiECI'S $OA SErViCC. Ir+c. • Legend ~" = 40' ~ ~ Benchmark Ele. 1 Top of 3/4" pvc pipe • =Alt Benchmark Ele. D Top of 3/4" pvc pipe =Borings Boring Elevations B 1 = 98.70 ft B2 = 98.70 ft B3 = 97.50 ft B4 = 0.00 ft 3 of 3 N ~~~ ,z~~~ STEEL'S SOIL SERVICE INC. David J. Steel French Homes Inc. 994 200`" St. CST-POWTSM sw1/4,1vw1/4,S32,T29N,R17w Baldwin, WI 54002 Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347 Croix Hills Lot, S Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. ~~~~o,,z Parcel #: 018-2017-09-000 ~oio8i2oo7 08:48 AM PAGE 1 OF 1 Alt. Parcel #: 35.29.17.1130 018 -TOWN OF HAMMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 10/27/2006 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O - DOBSON, DENNIS L & JEAN M JR DENNIS L & JEAN M JR DOBSON 1320 FRANKLYN ST BALDWIN WI 54002 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description ` 1922 66TH AVE SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 3.670 Plat: 11-014-CROIXHILLSISTADDN 018-06 LOTS 9/15 SEC 35 T29N R17W PT SW NW FKA OL 2 CROIX Block/Condo Bldg: LOT 009 ' HILLS NKA CROIX HILLS 1ST ADDN ( 06) LOT 9 (3.670AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 35-29N-17W SW NW Notes: Parcel History: Date Doc # Vol/Page Type 01/05/2007 841904 WD 10/27/2006 837504 PLAT 01/17/2006 816514 WD 10/25/2004 777851 2681/415 WD more... 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/19/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.670 31,000 0 31,000 NO 05 Totals for 2007: General Property 3.670 31,000 0 31,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 E_~~oo-1~~~,n'-c,1o~r~.-:~~!~ir.~,~~ p~ar~Ersa~ F~;T_~e_d,rg. ail%/?ooe i_ia~1e inn. 1-zoo SONHI 0311V1dNf1 b/L 1S3M1HaON 3H1 d0 3NIl 1S3M (HiaoN) "v a ,40"EL9Z M „OS,b£.00 N w ~,(-~ S~2I,LS HZ06I ,as'sos~ w ,09'90£t M „OS,b£_00 N ,ZS'90ft '' W -44'f0~ - _ -.6b'981---- -,5 C8S1 ~" ,0009 ,ZS'8L9 Ai„ z F A n ~ w ~ ~'+~ ~~ w --.80'845-- ~N -~ '~I'~ z °o_ ~ J OD L~ ° Dm 3 v ~ o w l y3~a° ~ ~'; - 5 f ~ a O J~ O °' w D v_~A ti~ag ~ ti N N I rnm ~ y c0 ~ y N xcm m N aOt u~ I I I I O p= N Irn (NA N I O O n N n UI ~ ~ (T O m f ~ V G m ~ ~ I s+~S°~~ I ~ V W N O lO A '~ iG~` ~ I I O (li I ~G O O -~/ Z I Z 1~ I ,919 i m J O°• I m I ff .ff u, ~ 1 r N p ~ I` I I.OS , w O ~ ~ N~ w o ~ r ui cD I OS 1 W u~vNiy ~ ~ wo ~~ o °D~'y 1 1 ~~ ~ cn W ~~~~ ~ O .^ ~ N I N I~ n T ~ 1 \\ 1~ \ 1 \ TI ~3 NmmN I I N~ \ \ 2 < L m u ti I A °j \ ry V yAao I ~V~N \ \ 2\ `) ~ ~ ~ p c ~/ \ I I ~ 1 \ ~. \\ y ~, A z IC fZ*i Qp - -89-66 t- ~- - - -6®£OZ- - ~ 4 - c w J+\~`vQ \ \ .'+` -' OD ~7 m'< h O W ~ ~ .L C£Ob M „L4,ZZ.00 N _~~ \lar, \ "aw \ W W O A ~ D O b 2 W - .LC£ b 3 „L4,ZZ.00 S , a: o ~ U Qp 2 IOI 'p N ~ , -.00'SZZ ® - - -.LCBL L ®- - o / A ~ \ \ 4 \ ~ ~~'}' ~ n ~ O°u ~ m ~ N ~~~o +s I ~ D ~ 1 ~I I ' I~ ~ ~ ~ ~ ~, A vI Y,~~~ a/ I I - ,Z9'8l£ M „ZO,L 1.00 N J I 1 ~ / , Z ~ z ~ OS ~ ( I.OS ~ ~ m 7 I~ r t% u( w( ; r ~ I N ~ Of O I N ~~..~~ w f w~ A v y ~a N Z ~ W ~.r V I N N ~ ~` Ol y W N N I O z 4+~ ~ N OO j ~~ Iy A A _ mq~ u I i~ f~ O ~ ( A VJ A I m N° o N D N y ~~ -,4Z'8tf M „ZO,L t.00 N-~ I f I m z mN' W Ut ~ ~ ~ I~ ~~ ~~ ~~ _,A I I I N I ~~ r ~ ~ A ~ I ~ ~~ •.m.~ex ~~ Ol ~ Q N ~ I (~ A ~ ~ ~ y ~~ m ~) % ~ --,68'SZ9 M 6Z,Z0.00 N-- ~ ~ ~ ~--------~ ~ J °i- ( ~ SO'489 M „BS,LS.00 N-- ~ ,00'SZZ ,00'6ZZ ,69'tLl- ,00'941 0 99 fl-' ,SO'ZL4 ~ a! f ,£6'60£1 3 ,ZO,Ll.00 S I~~ b/L MN - b/L MS 3H1 ~O 3NIl 1SV3 °~ .~d Z9L6 ~ ID~ ~1~ I saNVi a~.dldNn "°°'•°"" '~ I ,LO'IZfl -+ D o c ~ ~C~ . ~ ' o ~' ~ < ~ ' =~ ~ ~ ~ . 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Burke, Secretary May 22, 2006 CUST ID No. 42258 ELI M GOTTFRIED GOTTFRIED ENVIRONMENTAL 124 1/2 GRAHAM AVE PO BOX 1645 EAU CLAIRE WI 54702-1645 PENDING ONSITE VISIT CONFIRMATION SITE: Troy French -French Homes 190TH St Town of Hammond, 54002 St Croix County SW1/4, NW1/4, S35, T29N, R17W Subdivision: Croix Hills Subdivision FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1077636 Fee Received $ 100.00 WiSMART code: 7633 ~ Identification Numbers ~ Transaction ID No. 1275364 Site ID No. 713333 Please refer to both identification numbers, above, in all correspondence with the This letter serves as a confirmation of receipt of an Interpretive Determination Report for the site identified above. An onsite visit by the assigned Wastewater Specialist is pending dependant upon existing scheduled commitments and suitable weather and site conditions to perform an onsite inspection. If an onsite visit is required, the assigned staff will contact you to set up an appointment to meet at the site. Any plans that were submitted along with the Interpretive Report will be reviewed following a decision on the Interpretive Determination Report. If you have any questions concerning the status of the report and any associated plans, go to www.commerce.wi.gov/SB/SB- DivReviewStatusSearch.html and type in your customer number listed above the mailing address shown above for the status of all plans submitted under that number. ' ELI M GOT'TFRIED Page 2 5/22/2006 ,, ,• - ~ Sincerely, Debbie K Smrcina Customer Service Representative ,Integrated Services (608)785-9352 ,Mon -Fri, 8:00 - 4:00 pm debbie. smrcina@wisconsin. gov cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Troy French ,French Homes Zoning Office St Croix County Spia a j~p/~ ~~::. OIL EVALUATION PORT #1820 ~i Page 1 of 3 Department of Com ~, i accordart~e wi,Nt ~or~m-85, W' Adm. Code Division of Safetv and Buildings ~ 111UU~~ Steel's Soil Service, Inc. - __ _ ""~~-------------•-.._. Attach complete site plan on paper not less than 8%2 11 i~ieCsl~~(Sllft~Tilfust County -- St. Croix include, but not limited to: vertical and horizontal re nce point (BM), direction and D Parcel I percent slope, scale or dimensions, north arrow, an oad. . . Pending Please print aU information. Revie By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)j. Property Owner Property Location French Homes, Inc. Govt. Lot na SW1/4, NW1/4, S35, T29N, R17W Property Owner's Meiling Address Lot # Block # Subd. Name or CSM# ~_~ ~ l U ' ` ( P.O. Box 350 9 na Croix Hills ~ J . City State Zip Code Phone Number ~ City ^ Village ®Town Nearest Road ~-S /~~ Roberts WI 54023 715-718-2929 Hammond 190Th St ®New Construction Use: ~ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ^ Public or commeraal -Describe: na Parent material Silty sediment and underlying reddish sandy loam till Flood plain elevation, if applicable ~ ff• General comments ~,+ 0 Mound Design, system elevation 101.11ft based on contour tine elevation 98.70ft. No deviation from and recommendations: site area with out first contacting soil tester due to oor soil con ins. ~el-2._ ('~nsi ~G ~ ~ J r t~ ~ ~~ d Boring # ^ Boring - ® p~ Ground surtace elev. 9$.70 ff. Depth to limiting factor 11 ~ in. Soil Application Rate Honzon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/ft~ in. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Etf#2 1 0-11 10yr3/2 none sit 2msbk mfr aw 2vf .6 .8 2 11-15 7.Syr4/4 fid 7.5yr5/6 sicl impl mfr aw lvf .0 .2 3 15-29 7.5yr4/6 c2d 7.5yr5/6 scl om na as ivf .0 .0 4 29-42 7.5yr4/6 mp3 7.5yr5/6 cl om na na na .0 .0 5 % Gravel in Horizon #2. ^ 2 9 ^ Boring Borin # ®Pd Ground surface elev. 98.70 ft. Depth to limiting factor 7 ~n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/ft~ in. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. `EffAk1 `Etf#2 1 0-7 10yr3/2 none sit 2msbk mfr cw 2vf .6 .8 2 7-li 7.5yr4/4 fid 7.5yr5/6 sicl imsbk mfr gw ivf .2 .3 3 11-33 10yr5/4 c2d 7.5yr5/6 scl om na na ivf .0 .0 5 % Gravel in Horizon # 2 and Horizon # 3. "Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent = BODS < 30 mg/Land T55 <3U mg/L CST Name (Please Print) ` ~ ignatupe: --- CST Number David J. Steel ~._._.,_ ~...~ ., . !~~ - ~~~ 248956 _._ Address Steel's Soil Service, Inc. ` ate Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 12/6/2005 715-760-0347 ~-j~ 1 Proaerty owner French Homes, Inc. Parcel ID # Pending Page 2 of 3 d Boring # ~ Boring pit Ground surface elev. 96.60 ft. Depth to limiting factor $ 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 0-8 10yr3/2 none sil 2msbk mfr cw 2vf .6 .8 2 8-16 10yr4/4 f1d 7.5yr5/6 sicl imsbk mfr gw ivf .2 .3 3 16-33 10yr5/3 mp3 7.5yr5/6 scl om na na na .0 .0 5 % Gravel in Horizon # 2 and Horizon # 3. ^ Boring # ~ Boring [] pi} Ground surtace elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fts in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •EtT#1 •E1T#2 ^ Boring # ~ Boring [~ p~ Ground surtace elev. ft. Depth to limiting factor 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 •EtF#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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) Sbeel's S°II Sew, IrK. STEEL'S SOIL SERVICE INC. JOTS David J. Steel French Homes Inc. 994 200th St. GO T TFRIED ENVIRONMENTAL 124 Graham Ave., Eau Claire, W[ 54701; 715-833-1400 telephone: 715-833-1400; fax: 715-833-1381; email: elicstm(a~sbcglobal.net INTERPRETATIVE REPORT February 20, 2006 Proper owner: French Homes Incozporated Legal Description: SW NW 35 29 17W Hammond, St. Croix County INTRODUCTION Between l December and 6 December 2005, inclusive, soil evaluations were conducted by me on the property described above. The soil evaluations were done in response to a request by the Certified Soil Tester, Mr. David Steel of Steel's Soil Testing Service, in order to determine the feasibility of constructing mound POWTS on the property. In the locations outlined in this report, soil limitations (depth to seasonal saturation) was higher than that allowed in Comm 83 for the construction of a standard mound. It is the intention of the property owner(s) to subdivide this land into 18 lots. Five of the lots were highlighted by Mr. Steel as being unsuitable for standard mounds due to seasonal saturation. The purpose of this report is to present data to support an argument for the construction of mound type septic systems on the lots designated by Mr. Steel as unsuitable for standard mounds. The soils on these lots do not fulfill the requirements of Comm 85.30(2)(a) and (b) (i.e. "A+4 rule"). However, there are factors present that indicate that mounds would function adequately on these lots and that waste water treatment would be adequate to protect groundwater. RATIONALE FOR THE INTERPRETIVE REPORT High and low chroma features in the soil as compared with matrix soil colors are considered as indicators of seasonal saturation in the State of Wisconsin. Department of Commerce Comm 81.01 (118) states: "High groundwater" means zones of soil saturation which include perched water tables, shallow regional groundwater tables or aquifers, or zones that are seasonally, periodically or permanently saturated. Comm 81.01 (119) further defines evidence of seasonal saturation in the soils: "High groundwater elevation" means the higher of either the elevation to which the soil is saturated when observed as a free water surface, or the elevation to which the soil has been seasonally or periodically saturated as indicated by the highest elevation of redoximorphic features in the soils. At least 36 inches of soil separation is required between the bottom of the soil absorption system and the redoximorphic soil features in most types of soils (Table 83.44-3, Department of Commerce). Where this does not exist, an above ground SAS must be constructed (i.e. mound or At-Grade). The initial determination of this site has found the site to be unsuitable for mound type septic systems (Soil Absorption System), as per WAC Comm 85.30(2)(a) and (b). This code section mandates that: 1. Redoximorphic features be used as an indicator of seasonal saturation in the soils. 2. Redoximorphic features appearing at depths of within 4 inches of the bottom of the A horizon shall be interpreted as seasonal saturation occurring at ground surface ("Unless determined otherwise..., the highest elevation of seasonal soil saturation shall be the ground surface where redoximorphic features are present within 4 inches of the bottom of the A horizon.") Although Comm 85.30(2)(b) mandates that redoximorphic features within 4 inches of the A horizon be interpreted as seasonal saturation to ground surface, Comm 85.60(2)(a) allows for an interpretive determination of the soil conditions and depth to seasonal saturation should this condition exist. This section states in part: "A written report by a certified soil tester evaluating and interpreting redoximorphic soil features ... may be submitted to the department in lieu of high groundwater determination data. The written report shall conclusively demonstrate that the existing soil morphological features or color patterns are not indicative of current conditions of periodic soil saturation." This is the basis for the current report. GEOLOGICAL HISTORY The subsurface formation in St. Croix County consists of the Prairie Du Chien Group (dolomite and sandy dolomite). Depth to bedrock ranges from 0 - 15 meters (Brown, B.A. (1988)). This formation is of Ordovician origin (Paleozoic era 425 mya). Dolomite appears to have been laid during the early Ordovician period, while the sandstone was laid during the late part of the period (Paull, R.K. and Paull, R.A. (1977)). Glaciation of St. Croix County occurred many times during the history of the earth, although the most recent glaciation, during the Pleistocene epoch (approximately 1 million to 10,000 years before present), is the most apparent. There were several stages of glacial advance, the most recent being the Wisconsinan stage. This was the result of the advance of the Superior Lobe and, from this, the Chippewa Lobe (Martin, L. (1965). The Physical Geology of Wisconsin. University of Wisconsin Press, Madison, Wisconsin). St. Croix County appears to be part of the geographical province of the Western Upland. As noted by Paull et al (Paull, R.K., R.A. Paull (1977) Geology of Wisconsin and Upper Michi an. Kendall /Hunt Publishing Company, Dubuque, IA), "The Paleozoic rocks ... are the retreating erosional edges of marine sediments that once extended across the Northern Highland.... Late 2 Cambrian seas washed over the Precambrian erosional surface to deposit more than 1,000 feet of sandstone, with minor amounts of interbedded dolomite." The St. Croix River has its origin in the Northern Highlands and its resistant Precambrian rock. The loess deposits in St. Croix County appear to be the result of the westerly winds carrying fine textured soils easterly to the eastern bluffs of the river and beyond. The soils observed on site suggest that the area has been influenced by glaciation. Soils appear to be loess (fine-textured, wind blown soil), underlain by glacial till. The glacial till present as parent material in the subsoil of this site is most likely the result of deposit from the Superior Lobe (Chippewa Lobe) material. Loess, present as soil of the Ap horizon, may be the result of the influence of the wind-blown fines of the St Croix River floodplain. LOCAL HYDROLOGY The Northern Highland in general, is characteristically an area of lakes, swamps and bogs. It is the primary recharge area for the major rivers in the area -the St Croix River and the Chippewa River (Paull, R.K. and Paull, R.A. (1977). The Central Plain is relatively flat or rolling hills and receives many of the waters originating in the Northern Highland. As noted on the accompanying topographic map, locally, the land surface has a gentle slope to the west on the west side of County Road F. The property itself appears to lay on a plateau, so that land east, north, and west of the property decreases in slope. The immediate area around the proposed mound system slopes west approximately 3%. Seasonal creeks are located east and southwest of the property and flow south to north or south to northwest. The topographic map consulted for this report does not indicate any wetland areas in the immediate vicinity of the proposed mound SAS. No naturally occurring areas of standing water were observed in the immediate area of the proposed mound SAS. SOIL MAPPING OF THE AREA Information on the soil series and soil characteristics for this area was gleaned from the St Croix County Soil Survey (Soil Conservation Service, 1978) and Keys to Soil Taxonomy (Soil Survey Staff, US Department of Agriculture 6~" Edition, 1994). Soils in this area have been designated Typic Glossoboralfs by the Soil Conservation Service. This has been confirmed by direct observation of the soils (see soil report attached). Typic Glossoboralfs are alfisols with: 1) a texture finer than loamy fine sand in 1 or more horizons above the argillic horizon; 2) a glossic horizon; 3) a cryic temperature regime; 4) elluvial and illuvial horizons. Soil series designation for this soil is Freeon (FoB). The soil series publication describes this soil type as "moderately well-drained soils." The drainage designation is most likely due to the fact that these soils are found on slopes of approximately 6%. The soil survey further describes this soil type as being found on "low ridges and foot slopes of ground moraines" and "They formed in silty sediment and the underlying reddish sandy loam till." This interpretation is consistent with the soils observed by me. As noted in the CST Soil and Site Evaluation, sandy clay loam was encountered in pits in the vicinity of the proposed SAS as shallow as 20 inches. Seasonal saturation (perched water table) appears to be the result of perching above this sandy clay loam horizon. Thus, this is not a true water table. As noted in the soil reports and in the body of this report, subsoils were present which had platy structure. In some cases, the platiness was due to natural causes (resulting in an E horizon). In some cases, the plantiness was found in the Bt horizon, suggesting that this was the result of plowing (plowpan or plowsole). WATER FLOW /N THE TOPSOIL AND SUBSOIL General surface water flow in the area appears to be primarily vertical for the first 9inches as a result of the well-structured, permeable, upper horizons. No redoximorphic features were observed in this horizon in the area of the proposed mound systems. Soil colors, although dark (lOYR 3/2) do not indicate that this horizon is anoxic. The sloping sites (4% to 6%) indicate that there is lateral water movement away from the proposed mound areas. This in turn, indicates that effluent will not pond under the respective systems. No puddled or massive soils were observed in the area of the proposed SAS's. Close inspection of the Ap horizons in the immediate areas of the proposed mounds did not indicate the presence of redoximorphic features. This suggests that although there is not an A+4 situation, there is adequate depth in the Ap horizons (approximately 9inches) to allow for the placement of mound SAS's. HISTIC / HYDRIC SOILS Note that the following discussion deals with histic soils as opposed to hydric soils. Both soils are saturated for extended periods of time. However, "histic" refers to saturated soils with high organic matter content. "Hydric" refers to soils that are saturated for extended periods of time, but may or may not have high organic content. "Hydric" conditions are synonymous with Aquic conditions. The reference in the first part of this discussion to histic soils is in order to identify the soils on site as being Aquic, but not histic. Keys to Soil Taxonomy (1994) defines a histic epipedon as follows: "... It consists of organic soil material ... if the soil has not been plowed. If the soil has been plowed, the epipedon normally has a high content of organic matter ... The histic epipedon either has aquic conditions for some time in most years or has been artificially drained." The Keys to Soil Taxonomy defines aquic conditions as: "those [soils] which currently experience continuous or periodic saturation and reduction.... Saturation is characterized by zero or positive pressure in the soil-water and can generally be determined by observing free water in an unlined auger hole." In neither the auger holes nor in the shallow hand-dug pits was standing water observed in the epipedon. In addition, soil colors in the epipedon were not those characteristic of organic soils (1 OYR 2/ 1). 4 Vepraskas (1996) points out 3 possible redoximorphic conditions: 1. Redox depletions around macropores and redox concentrations within the matrix; 2. Redox concentrations around macropores and redox depletions within the matrix; 3. Combination of the 2 conditions. Each of the 3 conditions has a unique etiology. Condition 1 will occur, according to Vepraskas, in situations where there is perching above a dense and slowly permeable layer. Such appears to be the condition described on the site outlined in this report. However, redox depletions were not observed in the macropores in the A horizon. DISCUSSION AND CONCLUSION General surface water flow in the area may be primarily vertical for the first 6 inches (approximately) as a result of the relatively permeable upper horizons. Permeability is moderately slow in the subsoil and is most likely perching above the dense silty clay loam and clay loam subsoil layers. Slopes of 3% west indicate that water movement is away from the mound area. This slope ensures that effluent will not pond under the system. Groundwater monitoring data, although not suitable for submission as evidence in itself that groundwater does not rise to within 6 inches of the surface, suggests that this does not take place for extended periods of time. Topographic maps and soil series maps do not indicate that this is a wetland area or an area of water accumulation. Areas where evidence of seasonal saturation was noted in the 0 to 5 inch range of the A horizon (B 1 - Sinches) is an area immediately south of the driveway. Water from the driveway contributes to an excessive amount of water in the area. In addition, this is an area of compacted soils. Compacted soils have few macropores. The predominant method of water infiltration is through the micropores. Micropores have a high matric potential, which in turn, limits water movement. PROPOSALS This soil tester feels that a mound system on this site would adequately provide effluent treatment and dispersal as long as the follows design conditions are implemented: 1. The construction of the soil absorption system must be in the area designated on the plot plans. 2. Areas lower in the landscape must not be used for soil absorption systems. The distribution cell must be designed very long and narrow with a linear loading rate less than 4.0 gpd/ft. This may limit the number of bedrooms and / or occupancy that can be serviced on the site. .~ 4. At least 2.50 feet of ASTM C-33 sand must be used under the laterals for the proposed system. 5. Maximum hole spacing in laterals must be 30 inches. 6. Slopes around the mound must be 1:4 rather than the traditional 1:3 to increase the toe absorption area. 7. The area upslope of the proposed SAS must be provided with a constructed waterway to divert water around the mound. The purpose of the waterway will be to prevent water from being trapped in the mound. If you have any questions regarding this report, please feel free to contact me at the above address and/or telephone number. Sincerely, Eli M. Gottfried Registered Sanitarian (80806), CST (221981), Licensed Designer (1310) 6 ..~ /~ ~:-. '`' A m+ Soil series map showing the approximate location of the proposed lot and the soil series designation for the area. Note that the soils are classified as Freeon (FoB) which is a Typic Glossoboralf. Seasonal creeks are located north and east of the proposed mound site. Flows are east-northeast and south, respectively. 7 •~ ~ i+ ~ REFERENCES 1. Brady, N.C. and Weil, R.R. The Nature and Properties of Soils 13th Ed, Prentice Hall Upper Saddle River, N.J. p. 463 2. Brown, B.A. (1988) Bedrock Geology of Wisconsin (Brown 1988, University of Wisconsin -Extension 3. Havholm, K. G. (1998) Pre-Quaternary Geological History of Western Wisconsin with an Emphasis on the Cambrian Sandstones: Tri-State/University of Wisconsin System Geological Field Conference, pages 3-14. 4. Martin, L. (1965). The Physical Geology of Wisconsin. University of Wisconsin Press, Madison, Wisconsin 5. Paull, R.K. and Paull, R.A. (1977) Geology of Wisconsin and Upper Michigan. Kendall/Hunt Publishing Company, Dubuque, IA. 6. National Audubon Society Field Guide to North American Trees (Eastern Region): (1998) Chanticleer Press Inc., NY, NY 7. Soil survey of Chippewa County (1978). United States Dept of Agriculture Soil Conservation Service and Research Division of the College of Agriculture and Life Sciences, University of Wisconsin. 8. Syverson, K. M. (1998) Glacial History of Western Wisconsin in Tri-State/University of Wisconsin System Geological Field Conference, pages 15-28 9. Vepraskas, M. (1996) Redoximorphic Features for Identifying Aquic Conditions. North Carolina Research Service. North Carolina State University. Raleigh, North Carolina. Technical Bulletin 301. 9