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004-1025-60-000
Wisconsin Department of Comm PRIVATE SEWAGE SYSTEM Safety and Building Division - INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, 5.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Mcardle, James & Janet Cad ,Town of CST BM Elev: Insp. BM Elev: BM Description: /ao ~M 1 C5~" TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~5 2 S ,,,., R: s ~ Z4,~ Dosing ~ Asratfen a!'. b ~~ ~ ~~ Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~ ~ 5v ~ 7 S~ t Z~1 r 7 Sc7 -- Dosing ~ '7 Sr, 7 ~t7 .7 ~ ~ .' ~ ~ ~_ Aeration Holding rumrislrrturv IrvrurcmW-I Iturv Manufacturer 1 ~~ Demand l.~O_~ GPfd Model Number ~'t'' b ~'7 TDH Lift ~ Friction Loss 'Y' System Head' TD Ft ~~ ~~ ~ ~. Forcemain Length : Dia. ~ ' Dist. to well 7 ~ ~ SOIL ABSORPTION SYSTEM ELEVATION DATA county: St. Croix Sanitary Permit No: 487945 0 State Plan ID No: ' Parcel Tax No: 004-1025-60-000 Section/Town/Range/Map No: 11.28.15.174 STATION BS HI FS ELEV. Benchmark (~,~`~ 166>>7 /~ Alt. BM c,~t s ~, QCs !O ~ g `~' Bldg. Sewer •~t 7, ~ ~ Zc, stn-lt Inlet ~ .3 ~ ~ ~ St1Ht Outlet ~ ~ I ~.~ I Dtinlet ~~ 9 6 . S Dt Bottom 1'3.75 1 3 . Z 5 Header/Man. ~• (p.,77 ~.~~5 Dist. Pipe ~. ~ ~,~"` 7, Bot. System 7 . ~B `x`1.1 Z. Final Grade 5 •~`~ t!o { . Z5 St Cover ~' `~ C S b ~ 6 Z GCS-air 9.5$ 96.59 BED/TRENCH Width Length , No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS f LJ / SU ~~ ~~ "~~ \ ~ ~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR ~ Type Of S tem: ~ ~L f ~~ ~„~~ ~~~ UNIT Model Number. \y DISTRIBUTION SYSTEM I[Go~..~Y Header/Manifold ~~ Distribution ~ / , I x Hole Size =~ x Hole Spacing Ve to Air Intak~./ ~ ~ Pipe(s) ~ `t ~ ~ fZ ~ i Di L S ~J3Z 3 ' c7^~^~ ~ ~G.~ Length Dia ng ength a pac SOIL COVER Y Prassurp Svsfpmw C1nly YY Mnund Or At-Grade Systems OnIV Depth Over ~ Depth Over xx Depth of xx Seeded/Sod ed xx Mulched BedlTrench Center ~ ~ 3 ~ Bedrrrench Edges ~` Topsoil a ~.., ~ _ es No J -- ..~ No __, COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~/ L~ / 6~ Inspection #2: / / Location: 404 315th Stre t Wilson, WI 54027 SE 1/4 SW 1/4 11 T28N R15W) 40 acres Lot G~ t~+t.~ u~ Parcel No: 11.28.15.174 1.) Alt BM Description = ~~~ ~ ~ ~6 ~~ ~ ~' GoJu~~ P'p~ Q(t 2.) Bldg sewer length = 2~ ~ t"J ~~ L~e.. -amount of cover = ~~ ,~, _ _ __ __ P{an revision Required? I =! Yes i _ o I i ii Use other side for additional informati n. i . ~ ~ ~~~ ~~ i Date SBD-6710 (R.3/97) r, s.~ _ Insepctor"s S' nature Z. 53 vk -- ~, ~ ~~~ ;_i Cert. No. Safety and Buildings Division County _ J ~ , 201 V14~'Vashington Ave., P.O. Box 7162 iseonsin ~ adison, WI 53707 - 7162 r (to be filled in by Co ) Sanitary Permit Num 0 q g~ ~~ Department of Commerce I Sanitary P'e~it lica on S e Plan LD. Numbe / z / 69`1 ~ = ~'~' ~ personal m o In accord with Comm 83.21, Wis. Adm. Code ion yot ~g~IHe ~ O 20~~ /0 9 d / ~ ~ ~ S ~ , s15 econd ur oses Privac Law b d f ~ (t xm Pr ect Address (if different than mailing address) . p y , may e use or s ary p I. Application Information -Please Print All Information ST. CROIX GO.U~i `~ ~ /~S/ ~` Jy ~h ~~ Property Owner's Name Parcel # Lot # Block # ,--- v/1 ~C /~r~ P Db -- la z5' ^ 6a - ovo Address Property wner's Mailing / ion ~ ~efe Property Locat /- / ~ ~ ! 5 7/~! `SJ,L r J ~'/. Section ~ l ~ ~ '/. City, State ' ~ Zip Cod e Phone Number , , / ~ ~ ! ~~// / / ~'7U `ib ~/ - 35I -13~~ ~ ucle e) T N; R ~~~or~ (check all that apply) e of Buildin T II yp g . ~ ^ 1 or 2 Family Dwelling -Number of Bedrooms f-e ~ ,~ Subdivision Name CSM Number scribe Use ~ /'~ t i -D /C i ^ P bli 0 ~ c ommerc a e u ^ State Owned -Describe Use I SS ce ^City_^Village Township of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A' .New System ^ Replacement System g Tank Replacement Only ^ Treatment/Holdin ^ Otlter 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 ~~ ~ ~ ~~j 1 / 6~ N. T of POWTS S stem: Check all that a 1 ^ Non -Pressurized In-Ground ^ Mound > 24 in. of suitable soil ~ Mound < 24 in. of suitable soil ^ 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 ^ Grave -less P' ^ Other (explain) t, Z • J~ O V. Dis etsal/TreatmentAres Information: /$O lD _ Desi n Ftow (gpd) ~ Design Soil Application Rate(gpdsfl ispersal Area Required (sf) ispersal Area Proposed (sf) System Elevation r C~~•6o 60 ,fl Q, VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Ta,ilcs Septic or Holding Tank o ~ r , Aerobic Treatment Unit G Ihsing Chamber '--' ~~b VII. Responsibility Statement- [, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plu is Name (Print) ` Plu is Signature ~ MP/I~v PB.SNumber Business Phone Number Plum 's Address (Street, City, State, Zip Cod ~ 1 f ~l~ ~~,'/aGh ~tf2 GcJd l~~ Gv~ ~~ 2 ~ VIII. Count /De artment Use Onl Approved ^ Disapproved Sanitary Permit Fee i rcludes Groundwater Date Issued Issuing Agent Signatur (No Stamps) ^ O n Reasonn for~enial Surchar a Fee g ) ~D' S IO ~~O ~ iX. Conditions p rovaU ease+tgfer-DisRpp+~aval 3\ p_ ~~;~ ~ C ~J _ ~ ~ ~ . ~, ~- SYSTEM OWN~R~ ~ -- ~ a ~~_~// ~ ~~ n~t~, 1 Septic tank effluent filter d 0~+ et 77~-t'f , - ~- an ~ ~, I dispersal cell must all be serviced /maintained ~~~ ta.~4.0 N~ as per management plan provided by plumber . 2. All setback requirements must he maintained ~~„nt,uw4.~JY~~~ nP t:~`~ . as per applicable code/ordinar~t;~~; I .-~ /n . i ~~~ ~~ ~oK wtMCh complete putts (to me county omy) tf~ the system on paper not teas man aut x u mcoes m stze ry SBD-6398 (R. 01/03) ~rec~,y,~ C~ GoT .e at,.. 5,..,~, Dot 2.co(p ) .5~ /dew YVI~.t,~.-~ ~0et~ ~,,~, ~'>L-t,ere, / . o~~~:, > zs~ ~o ~- ~.G, mailin address: 3840 sgood Ave. N. Stillw ter, MN. 55082 O 715-3 1-1369 ~~ O~ T •\ ~y a..` ~:..,~ ® wio~ 4" (~4,~~ ~~.~ ~llo ~ q b~~ ~~ ~(('' yf..~ (~ }~w~ ~' ` oM c1~ N /~ ~(ab.~~\ I \\~\ NORTH Scale: 1" = 40' 3 o C` ~ x .. I i X t I I I i C I C ~I I I -t field load I I I ~ t .1 ~` i f i i a~ i _~ M N ¢' L O to 0 '~ O ~ _~ commerce.wi.gov isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.wi.govlsb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary November 16, 2005 CUST ID No. 222774 HENRY F GROTE CERTIFIED SOIL TESTING E4366 353RD AVE MENOMONIE WI 54751 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/16/2007 Identification Numbers Transaction ID No. 1216947 SITE: Site ID No. 690107 Jim & Jan McArdle Please refer to both identification numbers, 315th Street 'above, in~all corres ondence with the a enq Town of Cady St~Croix County SE1/4, SW1/4, 511, T28N, R15W FOR: Description: Proposed Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1051563 Maintenance required; 600 GPD Flow rate; 6 in Soil minimum depth to limiting factor from original grade System(s): 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); 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: • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD-10691-P(N.O1I01). • The pressure network is to be constructed in accordance with publications SBD-10706-P(NO1/O1) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems -Version 2.0" andlor the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81)". • 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. Stats. • 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. Stats. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. APPROVED HENRY F GROTE Owner Responsibilities: Page 2 11/16/2005 • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval: • Comm 83.52(1)(a) -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. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • 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. 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. Asper 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, L~~ Gerard M. Swim POWTS Plan Reviewer -Integrated Services (608)-789-7892, Mon. -Fri. 7:30 am to 4:15 pm jswim@commerce.state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7G33 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Roger L Timm ,Timm Excavating (Plans Mailed To) Jim and Jan McArdle- Mound Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Mound, SBD-10691-P (01 /01) Pressure Distribution, SBD-10706-P (O1/O1) Location: SE'/4, SW'/4, Sec. 11, T 28 N, R 15 W Town: Cady County: St. Croix Date: November 11, 2005 Owner: Jim & Jan McArdle Address: 3840 Osgood Ave., N. ` ~`~a#, ~ 1 i ~~~~~~' , Stillwater, MN 55082 ~`~Gfl-NSIy'', ~ ``` NRY F• ,i Designer: He y Grot ~ ~~ HE~oTE ,. =* g M~.'~~!S~~ Si nature: ~ -- License: WI D - 1699-007 ~~i~ j~Ei 1G~~~`~ Attachments: SBD-10577 -Plan Approval Application SBD-8330 State on-site inspection report Soil saturation determination approval letter, Trans # 1065039 Page 1: cover 2: design criteria & calculations 3: plot plan 4: system cross section ukYAR7MEN E7Y AND BUILDINGS 5 : plan view, lateral detail p-vlsloN of 6: pump tank exit detail 7: pump curve SEE GOR ES ONDENCE 8: system management 8a: construction addendum page 1 of 8 RECEIVED NOV 1 2 2005 SAFETY & BUILDINGS . Design Criteria ~~'~ Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mglL < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg/L ~' Bedrooms x 100 gal/bedroom/day x 1.5 ~ 'g'° gallons/day hydraulic load Design Calculations In situ designed loading rate `~ ~ ~ s~ gallons/sq. ft. per day Depth to estimated high ground water ~~ ~ in. Depth to bedrock ~ Z ~ in. Cross slope at system ~ 2 ~~ Force main length ~ ~ ° ft. of ~ in. Manifold/header length ~'~'~ ft. of in. Drain-back ~ ~•`t 3 gallons Lateral length ~` @ ~l.i ft. of ~ ~Z in. Lateral elevation . ~ `~ ~ b ft. @ bottom of lateral ~ // Lateral hole size ! 3,z in. @ 3b. ° in. ( ~ ~ ° ft.) Spacing ~s' holes/lateral s~ holes total Lateral volume ~ 3.s Z4' gallons Total lateral discharge rate ~ ~ ~ ° gallons/minute @ ~ ~ ~ ft. head Network pressure compensation losses ~ ~ ° ~ ft. Elevation difference ~ ~ ~O ft. Friction loss < <~~ ft. @ z~ gallons/minute Total dynamic head ~ ~ ~~ z- ft. Pump/si~p l4on ~ ~ gpm @ ~ 5 ft. of head ~ Manufacturer ~ °'"` ~ ~ g ~- ~ Model # C ~' ~ 4- Dose volume ~ d ~~4' gallons Lift/si~}4on tanker ~ ~ ~ ~-~ ~S~ gallons Septic tank ~ ~ ~ ~ `^' ~~' ~ z-'~ ~ ~'-'° gallons Effluent filter ~ ~,L ~ ~ -~ ~o ~i n ~ ~^~ ~ ` ° ~ 2z- ~ 4 ~ (~ Measurement pump on and off Height alarm from tank bottom Reserve capacity specs.calcs.res 5'. o in. b ~ ~ in. 4z~ ~ ~ gallons <r t` r 1.-~~-~ ll~ ~d Page ~- of w Z~~ 4 °~ - `~- ~Q ~llo ~ qb, ~qb,6~ ~ ~ ~ow~~.,,r proposed ~ '' \ 46R `~~ `~~ esidence -- ' . ~ -~ ,, ~ Lib S ~. ' ~ ~ ~ ~roposed ~- ~-,r...~ ~-~ ~ ~ o ` Z°` ~ ~ ~ ~ it 2 garage q ~ ~„„~1 •~~ ~ ~'~ C.°~ e \ ~ ~ ~ 2.95' w a:i.. I \ -, > zs~ ~"°~. Prim. BM = 3/4" PVC \~ ` \ ~~~ ~~, Elev on PVC =100.0' constructedf ~ ~• •~ ` . ~. Sec. BM = 3/4" PVC flow ~/ ~ ~. Elev = 100.25' on PVC / ~- McArdle, Jan and Jim - ~° diversion ditch SE SW 11 2815W ~ ~GbbS Cady, St. Croix `~~~~ 40 Acres - (`~ ~.vS mailing address: I ~ ~i,,~ ~~-{-°,~ 3840 Osgood Ave. N. ~ o Stillwater, MN. 55082 S I ~ o •S~~ ~~(„•0.1-~°..,. 715-351-1369 NORTH Scale: 1" = 40' _ 3 0~ ~ x ~ ~ - I I x I I I I i I i a~ ~~ a~ ~I ,~ 1< I I I field load ~ i a~ t ai ¢' L o 0 '~ o ------y „ ` (~ '~Z'~1It w`e-S~~~ h~vX y~OC.~ ~~ OV V~M! LF~ ~~~ `p.~,~Ow Zu nn ~ 11 aft c.v • Q ~ ,1 ~ t1tTy \ to + o,p t ~ t 1 1 2~5 ' 2.4.8 ~'~ 3 \ h 1 ~a~ ` \ b i~bco;, ~~ o ~ z Sw~ °'1~'" wvw.~ Qb•~ \Z.O ~~ {. '~ 3~.1 J o~t~. ~ ac1~ ~~ ayk.~a.X \O~~ p.~ 3~ ... i .~ ~ `---~ O -^ i ~: 1 A. K V - G. ~.v~, ~_ ~. z~ ~ ly ti~g ' ~_ .o ._. ._.. _ .2.oa. ~~~ -~Z, 1 ( _ ..,.. 1 X0,4' . ~ '. l V L c..~.~ ~ t~ o~j S ~. v .~ -~+ o h w. ¢.1 1 ~ -~O ~O~ c .... o ~r Y o ~ l~ ~` i ~ (~ I ! V o ~-L'. ~ n,~..J1 L ~1- ati- ...:...~ ~-.n ~ ~ S ~ ~, ~ J .~. C 1 (1 O,L ~C u ~. 1~ `O i ~,~ ~ R'}'Q,N ~ ~ Q .~ 0..i \ ~a+~i7..K. ~ 0~~ ~ -` z~, ~ ~~~ z P((~ ~ z ~~• 4v wi. ~..Q -~ I ( I ~ 4~, ~' • ~SZ ~ o~ .~ o.. ~..~2~. ~ ctn..,, ~~ ow \: »Q. ~ ~ b- o" ~ ~ - o' ~ e. ~.~.~" r~ ~ V o ~}- a ~ ~~ v ~ + at ~F ~i- ~. ~ y. ~./~y~lv~ "~ It ~.. l ~ c b o h ~o~~ ~ ~ 3.~'~ ~~ ,. 2" s. •;h VEtJT CAP '1~~C.Z. VENT PIPE WEATHER PROOF APPROVED LOCK10.1G JUAICTIOIJ BOX MAtJHOLE COVE F. ~ 25~ =ROM DOOR, n ""~~ wAtte.-~~a v WIIJDOW OR FRESH ~Z I ~qd~L AIR IIJTAKE I GRADE Q\u,, ~q~ I 4" COAJDUIT ~--' ~: ~ ~ ' . ~ \~; \ ~ .~ `, 11~ PROVIDE I ----- \_ ( ( AIRTIGHT SEAL ~ I i I V l.` x 7 t S Y. o w. ~ ~Z..1 ~ °•, Ci-t~~..i . ~L S 4'0.V ~T .~ ' I ` ~~`~ I III APPROVED JOIA!TS v o w. ~l7 ~ ~a-1,Q.~. ~ I I I I I W/ PIP E y I II ALARM EXTEAIDIUG 3' I ~ OIJTO SOLID SOIL S-~`~, ~, , I I ors , 1~,~" _ j ~ PUMP-~ '-~ OFF ~l¢.v" ..' Q1~~ ~N BIOCK ~ a~ .._~~ _..._. .__ .._. - ~ o , o ~ ~. ~ --Q 4Z" ~o,Zg ~~ ~-..~. ~..~~o~ g r' • (~ GOULDS PUMPS ~~ III III iiiil~~~ ~~ ~.- _+ Submersible Effluent Pump 3 V / I EP05 APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS • Solids handling capability: 3/a" maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size: 1'/i' NPT, • Mechanical seal: carbon- rota ry/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor: • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • Power cord: 10 foot standard length, 16/3 S1TOW with three prong grounding plug. Optional 20 foot length, 16/3 SJTW with three prong grounding plug (standard on EP05). © 2000 Goulds Pumps Effective February, 2000 83871 • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Available for automatic and manual operation. Auto- matic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ^ EP04 Impeller: Thermoplas- tic Semi-open design with pump out vanes for mechanical seal protection. METERS FEE 10~- 9 z x U_ 6 5 0 ~ a 0 ~- 3 2 1 0 ^EP05 Impeller: Thermoplas- ticenclosed design for improved performance. ^ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ^ Motor Housing: Cast iron for effident heat transfer, strength, and durability. ^ Motor Cover: Thermoplastic cover with integral handle and float switch attachment points. ^ Power Cable: Severe duty rated oil and water resistant. 0 2 4 6 8 CAPACITY ~~.~g ~~ ^ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING ~' Wnadian Standards Assodation (CSA listed model numbers end in "F" or "C".) Goulds Pumps is ISO 9001 Registered. 10 12 m3/h Goulds Pumps ITT Industries 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, Timm Excavating, 715-772- 3214, 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 dose tank or compartment to allow a dose to be accumulated, a pump and controls or automatic siphon, 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 dose 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 mulching may be required to maintain a functional system at start-up. 12. A diversion ditch must be installed upslope of the mound system; the upslope toe of the system must have a final settled slope towards the drainage ditch. The ditch shall have a one foot flat bottom with a slope to the southeast of nominal one percent and 5:1 side slopes. 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 dose tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. System use may require more frequent filter cleaning; initial inspections of the filter should be made every 6 months until a minimum time sequence is determined. 4. Periodic observation pipe inspections should be made by the owner 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 or compromise the drainage ditch. 1 1. Warning: Do not enter septic, dose 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 83.4 (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 8 of 8 9 ~ McArdle Construction Addendum Immediately following mound construction a drainage diversion ditch shall be installed upslope of the mound system. A flat, one foot wide ditch is to be constructed with a nominal one percent slope to the southeast and around the south toe of the mound. Side slopes are to be 5:1. The ditch follows a nominal, original surface contour of 99.1 and begins with a depth below original grade of 1.0 feet and 5 foot wide side slopes. The depth increases at one percent grade and will be approximately 2.5 feet deep near the southwest toe of the mound structure. At this depth the side slopes, which have been gradually tapering wider to accommodate the 5:1 requirement, will be approximately 12.5 feet wide. Elevation of the ditch bottom at the start will be 98.1 and will be approximately 96.6 near the southwest system toe. The ditch will discharge to grade near the center of the south end toe of the mound. If the diversion ditch can be started at an initial surface elevation of 100.6 and end near the southwest toe at surface elevation of 99.1, then a consistent depth of one foot below original grade and consistent side slope widths of 5 feet can be maintained. In either case, settled slopes between the upslope mound toe and the ditch bottom must drain towards the ditch to minimize the impact of any surface drainage on system performance. The ditch bottom and side slopes must be seeded and mulched to minimize erosion potential at the same time as the mound is seeded and mulched. Any erosion damage prior to established seeding must be repaired, and the ditch must be maintained by the owner in as-constructed condition. Page 8a of 8 Safety and Buildings ~ commerce.wi.gov 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 p /+ ~~® -isconsin ~~*'~~~~ _ TDD #: (608) 2648777 www•commerce.wi.gov/sb/ i i Department of Commerce 1;-~k'$ ",` `"~ ,~~Q~ scons www.w n.gov Jim Doyle, Governor Cory L. Nettles, Secretary ST. CROIX October 04, 2004 CUST ID No.42258 ELI M GOTTFRiED GOTTFRIED ENVIItONMENTAL 124 1/2 GRAHAM AVE PO BOX 1645 EAU CLAIRE WI 54702-1645 ATTN.• POWTSInspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/04/2006 SITE: Jim & Jan Mcardle Town of Cady, St Croix County SE 1/4, SW 1/4, 511, T28N, R15W Identification Numbers .......... . Transaction ID No. 1065039 Site ID No. 690107 Please--refer to both identification numbers, above, in,all correspondence with the a ency. FOR: Object Type: Soil Saturafion Determination Regulated Object ID No.: 983314 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 s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the higest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. The estimated highest level of prolonged soil saturation approved under this determination is 6 inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. 3 . The basal soil application rate for the mound shall be 0.2 gpd/sf, and the linear loading rate 4.5 gpd/ft. 4. Chisel plowing to a depth of 12-16 inches immediately prior to sand placement is required to improve vertical water movement into the platy soil solum. 5. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. 6. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 7. 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. 8. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. 9. If the Interpretive Determination Report was accompanied with a plan and an expiration date is shown on this letter, the expiration date only applies to the plans for the design, not to the decision on the Interpretive Determination Report. ELI M GOTTFRIED Page 2 10/4/04 ~ . 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. If plan index sheets were submitted in lieu of additional full plansets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. 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 slats 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 maybe made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, ~~ Leroy G. J sky, Wastewater Sp ' alist Integrated Services Bureau (715)726-2544 Voice (715)726-2549 Fax lj ansky@commerce. state. wi. us Fee Required $ .100.00 Fee Received $ 100.00 Balance Due $ 0.00 _ ___ WS1vlART code: ~b33 cc: Leroy G Jansky, Wastewater Specialist,. (715) 726-2544 '. ~ ~~ ,_ GOTTFRIED ENVIRONMENTAL 124 Graham Ave., Eau Claire, WI 54701; 715-833-1400 telephone: 715-833-1400; fax: 715-833-1381; email: elicstm(a~sbcglobaLnet INTERPRETATIVE REPORT September 10, 2004 Proper owner.: Address: Legal Description Jim and Jan McArdle 3840 Osgood Avenue Stillwater, MN. 55082 SE SW 11 28 15W Cady, St. Croix County RECEIVED SEP 21 2004 SAFETY & BLDGS DIV. 10 650 3 9 INTRODUCTION On 7 September 2004, a soil test and evaluation was conducted by this soil t~ssl~Cj;~,t~i~roperty described above. The soil test, subsequent Interpretive Report, and mou>~d'~~~~~~in response to a request by the soil tester, David Steel, in order to obtain v development of this parcel of land. It is the intention of the prospectii McArdle, to build a 4 bedroom house on this site. DEPARTMENT OF COMMERCE DIVISION OF SAFETY AND BUILDINGS RATIONAL FOR THE INTERPRETIVE REPORT SEE RRESP DENCE 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 following pre-Pleistocene history was gleaned from the following source: Havholm, K. G. (1998) Pre-Quaternary Geological History of Western Wisconsin with an Emphasis on the Cambrian Sandstones: Tri-StatelUniversity of Wisconsin System Geological Field Conference, pages 3-14. During the early Proterozoic Period (700 MYA), large deposits of iron ore were laid down in the region of Minnesota, Wisconsin, and Michigan. This deposition may have been the result of weathering of continental areas or hydrothermal activity in volcanic areas. Chemical changes in the oceans at this time resulted in oxidation of the iron and silicate minerals, resulting in the formation of the silicate-rich iron deposit, taconite. Prior to 1109 MYA, a trough formed through western Wisconsin as a result of subsidence, which eventually filled with basalt. Glacial lobes from the north scoured the iron- and basalt-rich areas imparting a red coloration to the tills. All the pre-Cambrian terrain was eroded to form alow- lying area, which in turn was flooded during the Paleozoic Period (approximately 350 MYA), leaving behind marine and coastal plain sediments. These pre-Cambrian sediments were rich in limestone (marine origin) and quartz. Glacial History of St. Croix County Two geological provinces converge in the northern part of Wisconsin -the Northern Highland and the Central Plain. The Northern Highland is a peneplain resulting from the wearing down of metamorphic rock. As a result of the erosive action of weather and streams, the area is an uplifted plain. Bedrock in this area is Precambrian. This area is part of the Superior Upland, which is an extension of the Canadian Shield. Precambrian bedrock is largely igneous and 2 metamorphic rock. There is a thin layer of Cambrian sandstone/shale (Mount Simon Formation), overlaid by glacial deposits. (Paull, R.K. and Paull, R.A. (1977)). The Central Plain, immediately south of the Northern Highland, is underlain by Cambrian Sandstone. As noted by Martin (1965), this region varies very little in topography. The plains are formed in part by smooth river deposits, lake bottom accumulations (lacustrine deposits), vegetation in swamps, or glacial drift. As stated by Paull et al (1977), the Central Plain lies between the Precambrian rock of the Northland Highland and the younger, more resistant Cambrian sandstone and dolomite. St. Croix County is located on the southern edge of the geological provinces of the Northern Highland and Central Plain (Martin, Lawrence (1965) The Physical Geography of Wisconsin. The University of Wisconsin Press, Madison WI.). Glaciation of St. Croix County occurred many times during the history of the earth.. Due to the highly erosive nature of glacial deposits, little evidence of glaciation from early glaciers is evident. Only the most recent glaciation, occurring during the Pleistocene epoch (approximately 1 million to 10,000 years before present), is readily apparent in Wisconsin. Pleistocene Glaciation There were several stages of glacial advance, the most recent being the Wisconsinan stage. As suggested by rock striations, glacial movement was northeast to southwest. These stages resulted in the advance of the Chippewa Lobe. Within this lobe, there was the Woodfordian advance, which covered the majority of the county. This was followed later by the Altonian advance, which covered the extreme west portion of the county. (Martin, L. (1965). The Physical Geology of Wisconsin. University of Wisconsin Press, Madison, Wisconsin). During the late Wisconsinan glaciation (25,000 - 9,500 YA), the Superior and Chippewa lobes deposited reddish-brown sandy till (Copper Falls Formation) as a result of scouring of Lake Superior, pre-Cambrian sandstone and other iron-rich rocks. Approximately 14,000 YA, the Des Moines lobe advanced into Wisconsin from the northwest, with debris from the Cretaceous shale and carbonate rocks of eastern North Dakota and Southern Manitoba. This advance deposited gray calcareous till of the Trade River Formation. (Syverson, K. M. (1998) Glacial History of Western Wisconsin in Tri-State/Llniversity of Wisconsin System Geological Field Conference, pages 15-28). DESCRIPTION OF THE SITE The parcel of land under investigation lays in the SE 1/4 of the SW '/4 of Section 11, T28N, R15W, Cady Township, St. Croix County. The entire parcel lays west of 315th Street and north of County Road N. Currently the land is follow. Previously, the land was used as farmland. No buildings are present on site. SOIL MAPPING OF THE AREA Direct soil mapping of this area by this soil tester indicates that, taxonomically, this soil is an Typic Glossoboralf. Typic Glossoboralfs have a boric temperature regime with elluvial and illuvial horizons. The soils are somewhat well drained owing to their position in the landscape (convex slopes of approximately 10 percent in this specific case). Redoximorphic features are present in the lower part of the Ap horizon in these soils. Redox features appear to be the result 3 of perching of surface water above the dense clay loam subsoil. However, there is a . 10% slope (approximately) to the east which contributes to the movement of surface water away from the site. There appears to be a lithologic discontinuity in the soil profile. The upper horizons are silty loam and appear to be the result of loess deposits. The lower horizons are composed of sandy clay loam and appear to be the result of glacial till. The glacial till is composed of massive gravelly sandy clay loam. This till has the fine-textured characteristics of Des Moines till, but the colors (SYR 4/4) of Superior lobe influence. Soil survey mapping (Soil Survey of St. Croix County) classifies this soil as Santiago silt loam (SaC2). This series, as noted in the survey, "consists of gently sloping ... well drained soils on ridges and footslopes of ground moraines ... These soils formed in silty and loamy sediment and in the underlying sandy loam till." This soil series is classified as a Typic Glossoboralf. DISCREPENCY WITH PREVIOUS SOIL TEST On 7 Sepetember 2004, a soil test was conducted by David Steel, CST, on this site. Results of this soil test are included in this report. Mr. Steel describes the soil solum as l OYR 3/2 silt loam and the subsoil as l OYR 4/4 sandy loam. The limiting factor, as reported by Mr. g is redoximorphic features starting at 9-10 inches below grade. S~~`' Soil descriptions as reported by Mr. Steel are similar to those reported by this soil tester with the exception that this soil tester has reported weak platey structure in the E horizon. This is followed by a Bt horizon consisting of 7.SYR 4/4 sandy clay loam. Redox features started at approximately 10 inches below grade. Soil ped structure was strong in the Ap horizon with many worm channels. In addition, parent material (glacial till) consisted of sandy clay loam with 5% gravel. LOCAL HYDROLOGY As noted on the accompanying plat map, Cady Creek lays approximately 1 mile west of the site. Local groundwater flow is most likely in this direction. Regional flow may be west towards the St. Croix River (29 miles west of the site). The proposed mound site lays on a high point on the land, although not on the highest point. Immediately north of the proposed mound site is an area of converging slopes and thus, a waterway. It should be noted though that this waterway is not a dominant feature of the landscape and no water was observed. No wetland landscape or landscape characteristic of wetlands was observed in the immediate area of the proposed mound. Soil survey maps for the immediate area did not indicate any areas with Aquic soil regimens. 4 SURFACE WATER FLOW AND SOIL CONDITIONS General surface water flow in the area may be primarily vertical for the first 10 inches (approximately) as a result of the relatively permeable upper horizon. Permeability is moderately slow in the subsoil and is most likely perching above the dense gravelly sandy clay loam subsoil layer. Soil structure in the proposed mound area is strong in the Ap horizon. Macropores are well defined. Thus, water movement, at least in the first 10 inches, will be away from the mound. Large and many worm channels (lm) were observed in the Ap horizon. As noted by Brady and Weil (1990) (Brady, N.C. and Weil, R.R. The Nature and Properties of Soils 13th Ed, Prentice Hall Upper Saddle River, N.J. p. 463), "Earthworms prefer a moist, but well-aerated environment. They do not live under anaerobic conditions..." Weak plat~'y structure was observed in the subsoil. The colors of the subsoil (lOYR 4/3) and the platy. structure, suggest that this is an E horizon. There is the suggestion though that the plate3~ess of this horizon may be due to farming practices. This may or may not be the case. Soil colors as noted by this soil tester were lOYR 3/2 from 0-10" (approximately) in the area of the proposed drainfield. This color is in contrast the characteristic gleyed soil colors of l OYR 5/2 or the organic colors of histic soils, l OYR 2/1. Structure in the Ap horizon was moderate for all the pits observed. The abrupt appearance of redox features in the soil profile suggests that when dense soil conditions are encountered, water remains for a significant period of time. High chroma redox features were encountered in the subsoil starting at 10 inches. Although not reported on the soil report, low chroma regions (areas of iron depletions) were also observed. No puddled or massive soils were observed in the area of the proposed SAS to a depth of 10 inches. DISCUSS/ON Soil water potential is strongly influenced by the structure and texture of soil. A poorly structured fine textured soil will hold a greater amount of water than a strongly structured fine- textured soil. This is due to the fact that water is forced to move through micropores in a poorly structured soil. Micropores have a higher matric potential than do macropores. As a result, water movement is greatest in awell-structured soil with large macropores. Worm channels also promote water movement, contributing both to the number of macropores and also to soil stability (structure). The fact that worms are present in large numbers in this soil suggest that there is good water movement, at least in the horizon (Ap) in which worms are present. Soil colors in the Ap horizon were l OYR 3/2, suggesting that there is a breakdown of organic material. Breakdown of OM is related to good aeration of the soil. Poor aeration, as a result of soil saturation, tends to result in Ap soil colors on the order of lOYR 2/1 or lOYR 212. These colors in the Ap horizon are characteristic of histic soils. The gradual on-set of redoximorphic features in the soil suggest that perching of water does not 5 occur for any appreciable amount of time (water does not perch for more than 7 consecutive days during any rain event). This would also suggest that water is moving relatively rapidly through the Ap horizon. Finally, the fact that the proposed mound is to be located on a slope of 10 to 12% strongly suggests that water will move away from the site. Drainage classes are based on soil position in the landscape. Soils on slopes of 10 to 1 Z% are classified as well-drained soils. The fact that a weakly platey structure does exist in the subsoil,-suggests that there is the potential for perching of water. However, as outlined above, slope, soil structure, plant and animal activity, all suggest that perching in the upper soil horizon is minimal (does not occur for more than a 7 day period for any rain event). HISTIC SOILS 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 auger holes nor 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 (lOYR 2/2). 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 Ap horizon, in spite of the fact that the structure was strong and the pores were therefore large. CONCLUSIONS No redoximorphic features were observed for at least 9 inches of the Ap horizon in any of the hand dug pits evaluated. The soils in this upper 9 inches appeared to be well aerated with the presence of roots and worm channels. Water movement therefore appears to take place in this upper layer. There does not appear to be a condition of ponding for any significant period of time in this upper layer. Redoximorphic concentrations appeared in the soils gradually, starting at approximately 9 inches (faint) and increasing in intensity (prominent) at lower depths. The faint redox concentrations may have been accompanied by redox depletions in the macropores 6 although this was not observed. Given the dark soil colors of the Ap horizon, if redox depletion was present, it would have been visible. In the lower horizons, depletions may have been masked by the more reduced matrix colors. Slopes were approximately 12%, suggesting that water moves laterally away from the site. PROPOSALS This soil tester feels that a mound system on this site would adequately provide effluent treatment and dispersal as long as the following design conditions are implemented: 1. The construction of the soil absorption system must be in the area designated on the plot plan. 2. Areas lower in the landscape must not be used for a soil absorption system. 3. The distribution cell must be designed very long and narrow with a linear loading rate less than or equal to 4.5 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. 5. Maximum hole spacing in laterals must be 30 inches. 6. Down-slopes must be 1:4 or greater rather than the traditional 1:3. This will effectively 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 or trapped upslope of 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, .~~ ~~~ f ,~~i Eli M. Gottfried Registered Sanitarian (80806), CST (221981), Licensed Designer (1310) 7 REFERENCES 1. Brady, N.C. and Weil, R.R. The Nature and Properties of Soils 13t" Ed, Prentice Hall Upper Saddle River, N.J. p. 463 2. Brown, B.A. (1988) Bedrock Geology of Wisconsin ,University of Wisconsin - Extension, Madison Wisconsin. 3. Havholm, K. G. (1998) Pre-Quaternary Geological History of Western Wisconsin with an Emphasis on the Cambrian Sandstones: Tri-State/LTniversity 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 St Croix (1971). 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/LTniversity of Wisconsin System Geological Field Conference, pages 15-28 9. Soil Survey Staff, U.S. Department of Agriculture (1994) Keys to Soil Taxonomy Sixth Edition, United States Department of Agriculture, Soil Conservation Service. Pocahontas Press Inc., Blacksburg, Virginia. 8 Wisconsin DeparNnent of Commerce Division of Safety and Buildings SOIL AND SITE EVALUATION Page Of in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 % x 11 inches in size. Plan must include, but County St. CrO1X scale or not limited to: vertical and horizontal reference point (BM) direction and percent slope , , dimensions, north arrow, and location and distance to the nearest road. Parcel ID # APPLICANT INFORMATION -Please print all information Reviewed By: Date: Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Properly owner: Property location Jan and Jim McArdle Gov't lot: sE v4 sw t/a sl 1 T 28 N, Rl s Property owner's mailing address: Lot a Block # subs. Name or Cstvru 3840 Osgood Ave. N. NA NA NA City !State /Zip Code Phane number: city Village Town Nearest Road Stillwater /Minnesota / 55082 651-351-1369 Cady 315"' Street ® New Construction Use ^ Residential/Number of bedrooms 4 Addition to existing building: NA ^ Replacement ^ Public or commercial -describe Code Design Flow Rate: 600 gpd Parent Material: glacial till General Comments and Recommendations: Soils are well drained Typic Glossoboralfs (Alfisols) underlain by dense sandy clay loam glacial till. Redox features are the result of perching above the dense clay loam layer. This site is an A+0 design. See accompanying plot plan and text. 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/FTZ Pit 1 EfFNI Eff#2 Ap 0- ]0 IOYR 3/2 NA sil 3fsbk mfr aw 2f 0.6 0.8 Ground E 10-16 lOYR 4/3 fld 7 SYR 5/8 sil lmpl mfr gw NA 0.4 0.6 Elev (ft.) . 96.0 Bt 16-20 7.SYR 4/4 fld 7.SYR 5/8 sil lfsbk mfr NA NA 0.2 0.3 Depth to limiting factor- in. 0 Remarks: Bt horizon 5% gravel. Boring # Ap 0 - 8 l OYR 3/2 NA sil 2msbk mfr aw 2f 0.6 0.8 Pit 2 E 8 -12 l OYR 4/3 fld 7.SYR 5/$ sil 1 fpl mfr aw 1 f 0.4 0.6 Bt 12-18 7.SYR 4/4 fld 7.SYR 5/8 scl lfsbk mfr NA NA 0.2 0.3 Ground Elev (ft.) 92.95 Depth to limiting factor- in. 0 Remarks: Bt horizon 5% gravel. CST Name: Eli M. Gottfried, Gottfried Environmental Signature:~~~t_ ~s~. ~,, Tel. No. 715-833-1400 Address: 124-1/2 Graham Ave. Eau Claire, WI. 54701 Date: 7 September 2004 CST # 221981 T)_,.....~.w..........,... l~.t.. A r.71e SOIL DESCRIPTION REPORT ParrPl 1 i7# Boring # Pita Horizon Depth in. Dominant Munsell Color Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/FT' Eff#1 Efil#2 Ap 0 - 10 l OYR 3/2 NA sil 2msbk mfr aw 2f 0.6 0.8 Ground ft E 10 -15 lOYR 4/3 fld 7.SYR 5/8 sil lmpl mfr as NA 0.4 0.6 Elev ( .) 97.6 gt 15 -20 7.SYR 4/4 mld 7.SYR 5/8 scl ]fsbk mfr NA NA 0.2 0.3 Depth to limiting factor- in. 0 R amarkc• Boring # Horizon Depth in. Dominant Munsell Color Redox description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPll/FT` Effli 1 Eff#2 Ground Elev (ft.) Depth to limiting factor- in. Remarks Boring # Ground Elev (ft.) Depth to limiting factor- in. Remarkc Boring # Horizon Depth in. Dominant Munsell Color Redox description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/FT` Eff# 1 Eff#2 Ground Elev (ft ) . Depth to limitin g factor-in. Remarks: 4 BR garage ~~~~~ 94.6' ~~' 96.6' A ~~ ~ \~,~~ ~ 9~ fi' ~ , ~~~ ~~ ~~ .\ ~~ ~, it 3 clean-out 9 ~ ~ ~ ~ ~ ~ ~ ~ ~ ^ pit 2 \~~ ~~ ~~ 92.95' proposed combination tank ~ \ ` 1250 gallon septic / 750 gallon dose ~ ~ ~ \ ~ \ Prim. BM = 3/4" PVC ~ ,~ ` Elev on PVC = 100.0' / constructed ~ ` pit Sec. BM = 3l4 PVC flow ~ ~\ .Q, ~` Elev =100.25' on PVC ~~ `~ ~~ \ , McArdle, Jan and Jim SE SW 11 28 15W diversion ditch Cady, St. Croix 40 Acres mailing address: 3840 Osgood Ave. N. Stillwater, MN. 55082-3+~ ~-351-1369 C,S J Gottfried Environmental Eli M. Gottfried, R.S., CSTM, Designer Evaluation: Soil test, Int Report, Design Client: Dave Steel, soil tester Date: 7 September 2004 Signature: s NORTH Scale: 1" = 40' N ~I a~ ~I field I I I a~ w ~_ M ai ¢' O 0 .~ O i J iay ke/se ~S 1 e1 / Sfa~e'/ one -th~~ °Pi° V +n C o h~ T i Richord Weber ~ i .. __ __. • f~ i• rr ~~~'~- _ ~ r • • ,r I ~ + ~I ~ ~ ~ ~.-' '~ fl ~s I ~ --~, V ~ "} r `'' --- '`•, ~ ~ 3 ~ %f .~ .~ f t _ _ _ . )-' S1 • ,.. ,. _. ;, 't t3 ~ ~ E .. .. .,- • .~ _ -- . ' ~ .{~' ? _ 5E. __ ,. .• ,.~. . ~^ ~ .. P j'~ _ f f {' ` - - ~, ,i f ,f' ~ : ~ ~ ~# 1 ~~ }I •E ~ ~ ,`~ 5 e e ~„c- _ _ ~ ' ~ ~` --~ _ • ~ '` > > ~? ~ r .:.&a6 t.,:rf~ ~~ 11aC2 AeCp~ • 3rA ~ ,e; _ YeB -_ ~ ~.jr, k ;.~ .Ao8 u I SrA ~ - `, re. - ~~,y~. +N, ~-ASB r P, A~ ~ Va8 SrA.: ~ I i . - ~ ~ .- ° ~~ ` r , q, /1mB V~ ,r ~~ ,-.- 4~ CAB V >:ne s "1 •.SaC2 _~=~ ~ -bmC~. r &A SrA Ar~Z t.'t Fn6 MaB Amp? ~ ;:°Ao8 }s~+ r`'h ^' Vr~B ~ As y~ e w= ' ~ n, F ~ ~ AgB ~ Si~2 Amp2 ,: ~ . c• - ~. I~rA AaC? SrA .` . w ~" ~ /d8B ~ .. J, SaC2 ~ 'Srl1 .b . ,.., ~ stC2 ~ AmD ~' . t MaA t ~., •< t , 3 VrC2 . - ~` , r Am0 .~~ MaB AmG2 N HeA {, - . ~,., „~ ,~ ~ ? Ash As8 ~' -~ ` AmC2 s~:r` ~ y~.' 8 A -. - .- _ AoC2 ~ ~~ , /n-,ti} ' Ma8 W ` ` ~~Aa6 4 _ ~ AsC2 ~ o° j nmG'd ' ~ '4yi ~ '~ ~ ~- ApC WhB a ~ Ma6 y ~_~.~ _ ~ .. AsB -- ~- ~ ~'. SrA AmD2 ~' ~ 2 ~~~2 1 e;~~`' SIA ,:. `` F~q' '' >'A A~1C2 ~ - S~ ~ S~ ~ m a8 a ' ~ ..> M AmC2 ~ ~~4BF 4,r ~ , A~2 * SIA 319 AaG~ a AoB { •s nyr } ~ AmC?• ~ ~` ,~ ,~ . r~ ~ ~ AmC2 g~ ,t re¢ ~" 08 Am6 .~~ }~ ~ • ~ a 3rA y `al~.S! y ~ ~ i•, 1 y~~. Fob R' •M ~I~r• 7 x 5~~_•,~ ttill ` E ~`m~. FoC}~j ~~` c a 51A Ao6 ~ ~ ~ • ~ .~~ ~ " } ' ~ • , ~ SM. gpA y ,~ ` r OmC2 ~•~ , y.~ `7foC2 SI(i •~ Yom" iy a , ~~N~L 1 'u i Ad~i ~x ~ 1toB ~ `• ,.. ~. Fe NoC2 A 2~` ,~ ~ AmB SrA ;' ~ . , ~ , ~ ~ AmC2 ~` ~ aC2 ~ ~ _ ,C1mB ~ . t - S ~ SIB Nc8 !~ ~ i mC ~- _ __ ~ r y. ) h„ e6 ,a , - EmE •' tr- / ~• gyp,.. : ~' Ao8 ,~; ~~'t- •!' SM . ^~... ~•. . '' ,'SrA,~ Ma8 r„ AmC, ~/ y'ti RpC2 ~ ~ Ao8 ~~~. ~ .~•( - x-' Sep'0'9 04 08:49p Steel's Soil Sevice Inc. 715-684-3449 p.l 1527 WisCOnsir+ Departtnertt ~ Ctxnmer~e SOIL EVALUATION REPORT Page I _ of 3 Division of Safety and $aldiags in accordance with Comm 135, Vvis. Adm. Code Steels Soi Service, Inc. Attach xmptete site plan on paper not Tess than 8%: z 11 inches .n size. Plan must County __ St. Croix include, taut no4limrted ta: vertical and horaon~ reference print (t3AAj. dinee0on and Parcel l.D. percent slope, scale a dimensions, north arrow, and location and distance to nearest road. Wease privet a!! irtftrrmafion. Reviewed By Date ~--_ Perscrtat ur(oena6ors you I>~ mar be used tar seoartdary Dui (Privacy leer, s.15.0e (t) (m)). Property Ovmer Property Location ' Fidcen, William 8. Pegi ~_ ____~ Gaut. i.ot na SE 1 f4 SW 1k g t ! T __ 28 N R 15 W Property Owner's Mailing Address Lot # Block # l Subd. Nam or CStiafA 407 310th na ( 80 Acres City State Zip Code Phone Number ._.: City _. VAlage t/ Tovm Nearest Road Wrlson I W! i 54027 715-172-3175 Cady 315Th St New Conatrudiart U~`~ /` Residential ' Number of bedrooms 4 Code tlerived design flow rate __ b00 _ _ , GPD ~.-- Reptaoement - Public or commends! - Oescribexta __ __ __ Parent material Riarrow ridges of end orground-moraines, pitted glacial deft - Food plain elevation, ff applicable ,-_, ___ nat.. _ _ _ General comments and recommendations: AM mound desgn, system elevssitiion 97.94 ft, based on t~ntour line elevation 95.6011. Boring * Boring / Pit Ground Surface elev. _ 96.60 fl. Depth to limiting fador 9 „Yin• ~ Soo Apptlca5on R2Es t10RLOn Cepth C'cmirtant Odor Redox Descri tion Teodure $tfucture Ccutsistence Barndary Roots CaP Olti' l ~ p ~ 'Eff#1 'EffAt2 r in. Murrell ~ Qu. Sz. Cont. Cdor Gr. Sz Sh. i 2 ~ _ ~-9_ ~' 10yr~J2 -- '9-15 ~ _ 1t3yr414 i _. ~-_• none f1f7.5yr56__,_ f ~ -f sil sl 2msbk ~ 2msbk mfr mfr u cs n!a -~ 1vF - Na _ - .6- -l ~ .6 -- 8--- 1.0 ~ -----r--_----- ~- ---- -- -- t - - ---- ---- _ _._- _._ ~ -- __--- ___..~ - •. _._ _ ._ __ I r t ----± ~ ------1--- ----_ l l ~ -_ ~_ -_ ------ 1--- I - i ---- I - - t .. ---- . -- l --- - ~ - -_. .- - I ~ - r -- - ~ ~ ~ Boring ff _ . Boring 10 in• Soil Application I?afe Pit Ground Surface elev. 96,60 ft. C~epth to limiting factor .. Horizon Depth Donirtant Color Redox Description Tezttre Stnrcttrre Consistence Boundary Roots _ _G_P_~(tP.. _ , . I in, ~ Munsel{ Qu. S¢. Copt Cobr Gr. Sz. Sh. ~ •Eff#1 'Eff#1. 1 i 0-10 I i0yr3l2 ~ none sit 2msbk f mfr cs 1f ~ _6 .8 2 ~ 10-18 t 10yr4l4 ~ fif7.5yr56 _~. _ ~ -- sicl _- 2msbk ^_ ` F ntfr II n/a ! -J---- j '''`' tvf - .6 1.0 . - r -- , - - ~ i ------- _1.__ __.~--- _____.~_______..... . -~ •._ ~ -- - ~.--_---~ ----~ .- - --- - -- ~ - - ~ ,- ~ ..--- I - _ __ . _----~ ~ --- r ~ --~ -•...~._-~____•- l 'Effluent #1 = BGCS> 30 < 220 mglL and TSS >30 c 150 mg/L 'Effluent p2 = B17D5 <3G mg/l, and T55 <3o mg2 CST Name (Please Prirn) ,~i Signaturej~+ CS7Numtaer David J. S_teel_ _ ~~'~v,,~_.~ ~ ,~~ 248956 Address Steels Soil Service, inc. -- -- - - --• ~-Date Evatuabon Conducted Telephone Number 994 200th St.. Baldwin. WI 54002 9!7/2004 715-684-5680 Sep 09 04 OE3:49p Steel's Soil Sevice Inc. ?15-684-3449 p~,2, Property Owner EicKen, William & Pegi . ___^_ Parcel ID # _ . - .._-- Page _2 of 3 Boriny # _. Boring 9 295 rt. to limi6n factor g in. p4 Ground Surfaceekv. ___- '__-- -._--- ~~ 9 SdtADPlicationRate Hor¢on I Depth ~ Dominant Cobr Redox Desrxipucn ~ Texp:re ~ Structue Corrsisbence ~ Bount~cy Roots Sh •Eff#1 'Effrk2 Sx Gr Qu. Sz. Card. Color ir_ , Murtsell . . y p..g 1Qy~ c none sil 2msbk _.- mfr ~ cs ( .__ . 1f .6 ~ -.~ I i ----- 8 - . _ _ . ~ --I-- _... ---- - - 2 ------ i 8-20 10yrd/4 j ------ i• - _ ~ f1f7.5yr56 . _.~ sG 2msbk mfr n/a ~ i 1vf .4 I~ I .6 -- ----~------- I I ( { ~..1 ---I----- i ~ ~ - - -- -- - ' --- ... - - -- - ! ~ - - - --~ .._ -- - { I ~ - -- • -- -- j - ~_~ -._._...___._._~~__...__. __....-- i ~ Borng # -- 8onng _ ~ _.._~ Pit Ground Surface elev. fl. Depth to limfing factor in. Spp, App ration Ro-~ hkrr¢on Depth Dominant Cobr Redox pestripfinrt Te>aure Stnx;tsre Consistanoe t3ourdary I Roots GPDIM in. ~ t'Atrr>SeJI fau. Sz. Cock. Color Gr. Sz Sh. I 'Eff#1 'E!ft~2 . i -- ~-- -. _____.r------ i -~~ c . ~ -•----1------ ~ - - -- I, --- I - - ----r- - -- ~-- --- --- _ _^t ' ____._..,._.____.. --a c -~ - ~ ~ ._- ----1 ---, I - - ~- - - ~--- _ 1 _--_ ~ i -~ ~ I -- ~-- ... Boring # -_ Boring _.~ Pit Ground Surface elev. fl. Depth to limiting factor in Soil ppdiCatiat Rate Hor~on Depth in. Dominari CWa Redox Desaiptton Nunsell Qtr. Sz. Cord. Cotpr Texture Stnztue GY. Sz. Sh. Cet~istence ~ Boundary ROWS GPDIQs _-. -- •Eff#i Effat2 I _..~~_.~~~ - - ---- ---- _ ---~ _..._~ -t -; ___. ..~ ~ _ - { j -- - - -- -- __ - ----- ~---i -~ ~-~ ---~-__. - --- _--- .. __. t-- - - _j. ~--- ~~.._ ~.-~..~ i i - i -'--- - ~ -- - - ._ i ~ Effluent #1 = BOD S> 30 < 220 mg/L and TSS >30 < 150 mgrL 'Effluent #2 =GODS < 30 mg/l_ and TSS`c 30 mg/L "!he 1)eparutrent of Commerce is an equal opportunity service provider and ernploytr. if you nted assistance to acees, services or rt~d material in an alttrnatc formAt. Dleaca apntact, the deparunent ai 608-266-315! or TTY 608-264-$?77. ~ep~Q~9 04 08:50p Steel's Soii Sevice Inc. 715-684-3449 0.3 Page 3 of 3 STEEL'S SOIL SERVICE INC. _ David J. Steel ----- - - - - -- 994 300th St CST-POWYS William & Pegi Ficken Baldwin, Wl 54002 ~ Lie. #248956 SEll4,SW I/4,S11;T2.8N.R15W Bus.(715) 684- $680 Town of Cady, St Croix Co. Fax (715) 684-3449 Legend ~ 1 " = 44' • -Benchmark Eie. t 00.00ft Top of 3/4" PVC Pipe ~ =Alt Benchmakl: Ele. 10U.25ft Top of 3/4" PVCPipe L' =Borings Boring Elevations B 1 =96.60 ft B2=96.60ft 83=92.95ft B4 = OO.OOft ~ r}y~h i _ ,~ -= Y ~~.~~w. _ nil i~ ~~~ ,~ ~ ~ ~~~ 4~°l ~, ~~ ' \ , 1~3~ ~ i ~~~ ~~` ~ k r. c ~ ~~~r ~~ I ;~ 1 ~ ~ ~~ r ~. ~ ~--~" _~ ~i~~c~,~C7rr d~~`~- 3 ~ + Safety and B tl tngs Division County ~ D I ST f 201 W. Washington Ave., P.O. Box 7162 + ,~~0~~, ~ Madison,~I 53707 - 7162 Sani Permit Number (to be filled in by_Co.) 1 Department of Commerce (608) `/ Sanitary Permit Applieatio Stag an l.D. Numbcr In accord with Comm 83.21, Wis. Adm. Code, personal infotmati n' o rovide may be used for secondary purposes Privacy Law, .04 m) Project ddress (if different than mailing address) I. Application Information -Please Print All Informati ~, ~ _ -' r I ~ ~~ ,3/~ Ste' ~ ~~ ~ 1 C; r Propertyer's Name Parcel # Lot # oc ~' Property Owner's Mailing Address `` / ~~ ~ "~ v ~ 3 ~ tj Y ~' ~ ~ ',1i~% Property Location ~O ~ p ,L ~ n ~. W(/ u- (iK Section ) J Lam' +1. ~ ~ '/. City, State ~ Q Zip Code J P/hone NumbeCr / , , f , Type of Building (check all that apply) II . O~ 1~~~ ~ ^ ine C Numbcr Subdivision a N 1 or 2 Family Dwelling -Number of Bedrooms , ~ f ~~ ~ ~ ^ Public/Commercial -Describe Use ~Q/1~ ' " r , ^ State Owned -Describe Use ~~~~~~ssssss ~~'~~' ^City_^Village Township of~ III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A' New System -~, ^ Re lacement S stem p y ^ Treatment/Holdin Tank Re lacemcnt Onl g p Y ^ Other Modification to Existin S stem g Y B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner / ~ IV. T e of POWTS S stem: Check all that a t ~ 07't ^ Non -Pressurized In-Ground )g Mound >_ 24 in. of suitable soil ~ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized ln-Ground ^ Holding Tank ^ Pcat Filter ^ Aerobic Trcatmcnt Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line Gravel c Pipc ^ Other (explain) V. Dis ersaVT'reatment Area Information: ~'. Design Flow (gpd) (D'e~sign Soil App ication R tc(gpdsf) ~j quired (sf) Dispers al Arc a Rc rsal A r ca Proposed (sf) Dis p er System Jlevation /E f ~ ~ p ~ ~T ~ / p ~y ~ ' 7 ~ j VI. Tank Info Capaci in Total Numbcr Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank ~ ~~ ~/~ 7 , {' ~ ~! .. ~ ~ v ~ K/ fit/ Auobic Trcatmcnt Unit r . / W Dosing Chamber "f / ..~ ~ © LQ tement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. VII. Responsibility Sta Plum s Name (Print) ~ Plumb 's Signature MP1N1~ PRS Numbcr Business Phone Number Plumber's ddress (Street, City, State, Zip Code) ~ ~' ~ ~ 02 a~~ ~ tc ~~h VIII. un /De artment Use Onl proved ^ Disapproved Sanitary Permit Fec (includes Groundwater fV Date Issued Issuing A Si a Stamps) Surcharge Fec) dam/ / ~~~ ! ~ U / ~ h ~ ^ Owner Given Reason for Denial IX. Conditions of Approval/Reasons Cor Disapproval ~~ ~~ ~~ L SYSTEM OWNER: I _ -~, ., ~/ 7'~LGar e~~ x ~I ~tirr~'-~73 l~'- ~~,('i~t Gl/~' 1 Septic tank, effluent filter and ~ ~ dispersal cell must all be serviced !maintained / GU%~ /~ ~2~ ra~~~'U`~ Q~~ jy ~J /~ er management Ian provided b lumber ~(,/. ~ as p T 2. ' se ac requirements mus a maintaine ~% I `O J /-~~~'~"~ G~~'~~`~ ~~ ~ ~ ~ ~~~ , code/ordinances bl li . ~ e ca as per app .~ Jn-,I/ ~V Attach compkte plain (to the County only) tqr the system a not ess than 1R 1 inc a in SBD-6398 (R. 01!03) ~> ~~ ` l/ ~ ..,.~ '~ Z X ~ ~~ h ~ r~ ~~} 94.6' f~~l NORTH TS J~ o\° ~ 7 ~ I ~~ti 95:6' ~ ~ ~ \', ~ i~ proposed ~' ~` 9~6' ~ ~ ~,~ I 4 BR u ~ t ,~''e. y Fz' , \ I esidence ~ ~ ~ ~ , C ~ f' /~ ~ x ~g;,,us ~ C~I~r~l ~`'~~,, it 3 - _.~._~ _~ _ ~,~.~~2 _~~. nom ~11~wr.~ roposed ~ l ~ f z clean-out . ' ~ , ~ ~,, S " = 40' ; garage _. _._..._ .._._... p _-_,__. . _ ~~~": .~__......._._ ~ ~ 92.95' I proposed combination tan ~~, `~ ou~,~,,,e I 250 gallon septic / 750 gallon ose ~~` - ... ~ ~ [~ `\ c.C.r':~ ~ -,_Elev-on,-P..VC ,.1._00..0'__ ~___.._.~onstruct _._._ ~ ___.~ pit._ ~ I -e ~ ~2 t ~ `~ 5 Sec. BM = 3/4" PVC ~ ~ ~ .0' `, ~ ~I Elev = 100.25' on PVC ~~ ~ ~~ ~ ~ McArdle, Jan and Jim diversion ditch I SE SW 11 2815W ~ I Cady, St. Croix 40 Acres Gottfried Environmental (n,~y5 p ~ I Eli M. Gottfried, R.S., CSTM, Designer mailing address: Evaluation: Soil test, Int Report, Design ~ ~ ~~ ~'~'S 3840 Osgood Ave. N. Stillwater, MN. 55082 ---- --Clientr-Dave Steel,-soil tester - - - ~ ~~`'`/ ~`~ /'~/~ 715-351-1369 field load Date: 7 September 2004 I Signature: i i a~ M a~ ¢' 0 0 .~ rn 0 G--- L,- n commerce.wLgov isconsin Department of Commerce Safety and buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.wi.gov/sb/ vwvw.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary October 04, 2004 OUST 1D No.42258 ELI M GOTTFRIED GOTTFRIED ENVIRONMENTAL 124 1/2 GRAHAM AVE PO BOX 1645 EAU CLAIRE WI 54702-1645 ATTN: POWTSInspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 ~~ ~~~ h°~ CONDITIONAL APPROVAL Identficatior['Nurnbers PLAN APPROV EXPIRES: 10/04/2006 Transaction ID No. 1065035 Site ID No. 690107 SITE: Jim & Jan M dle Please refer to both ident~cation nu ~ rs Town of Cady, Croix County above,,,in all corresp6ndence J the SE 1/4, SW 1/4, S T28N, R15W a en ,, FOR: Object Type: POWTS ponent Manual Regulated Object 1D No.: 983313 Maintenance required; 6 GPD Flow rate System(s): Mound Compone Manual -Version 2.0, SBD-10691-P (N.O1/O1) , . The submittal described above has been °ewed for conformance with applicab isconsin Administrative Codes and Wisconsin Statutes. The sub has been CONDITIONALLY ROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, responsible for compliance w' all code requirements. No person may engage in or work at plumbin 'n the state unless lice to do so by the Dept. per s.145.06, stats. The following conditions shall be met during co ction or ins tion and pri o 0 or<use: ~ • Proper landscaping of the mound and land su a up slo of the mound is ' 'c er operation. the approved plans for details. • • ' This approval is based in part on an interpretive d urination approved pursu . Co ~ (2), Wis Adm. Code and recorded under transaction n er 1 5039. It is subject to th s t forth in approval. • This system is to be constructed and loca in accordance 'th the approved pl nd Component Manual for Private Onsite astewater Systems rsion 2.0" SBD-106 -P(N O1). • The pressure network is to be cons cted in accordance with p lications SBD-1070 (NO1/O1) "Pressure Distribution Component Manu r Private Onsite Wastewater atment System ersion 2.0" and/or the sizing methods of publication SWMP Publication 9.6 Design of sure Distribution Networks for ST-SAS (01/81)". A copy of the approved p s, specifications and this letter shall be on-site duri construction and open to inspection by authorize epresentatives of the Department, which may include 1 inspectors. All pernuts required by the state the local municipality shall be obtained prior to commence t of ELI M GOTTFRIED Page 2 10/4/04 ` ~ 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 le~t`addressee shall provide a copy of this letter to the owner and any othexs who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Leroy G. J sky, Wast ater Speci st Integrated ervices Bureau (715)726-2544 Office (715)726-2549 Fax ljansky@commerce. state. wi. us cc: Leroy G. Jansky, Wastewater Specialist, (715) 726-2544 A .. ~~ £,: i. s `~ 1 i'. s x -', r \ r ~y ; ~: .~ :t• Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 VitSMAR'I' code: 7fi33 4,,. ~ ~ •i ' : t 1 ~. ~. Private Sewage System Plan Index/Checklist Plan [D#: Owner's Name: NA Jan and Jim McArdle Legal Description: Address: SE SW 11 28 15W 3840 Osgood Ave. N., Stillwater, MN. 55082 City/Village/Town: County: Cady St. Croix Page # Included Three copies 1 of 9 Site lay-out 2a of 9 Mound Cross-section 2b of 9 Dimensions, Footprints 2c of 9 Diversion ditch 3 of 9 Lateral lay-out 4a of 9 Tank Cross section - 4b of 9 Additional Specs 5 of 9 Pump Curve 6a, b of 9 Soil and site Evaluation 7 of 9 Plot plan Comments/Special l nstruction s Return by Mail ^ Fax Letter to County/ Submitter Fax number: ^ Call for Pick-up ^ Other S E r I, the undersigned, hereby certify that the plans and specifications submitted herewith were prepared under my direction and control These plans have been designed according to the criteria set forth in the Mound Component Manual for Septic Tank Effluent for POWTS (SBD - 10691- P) (R.O1/Ol) and the Pressure Distribution Manual for POWTS (SBD-10706-P) (ROl/Ol) Plumber/Desi ner Credential # Eli M. Gottfried 42258 Address City St. 7_ip 124-1/2 Graham Av Eau Claire WI 54701 Signca-t~ure~ ~ ~~ Gam-- ~Fd Additions: 8 of 9 -Management Plan 9 of 9 -Management Plan Attachments: 1) Application 3) Plot Plan 2) Soil and Site n 4) fee :INFO 1 2004 .. * 00 8 o D,- * . ELI M, '•. ~~ Signature ~'~ i~• J~'~"_ 1yJx~=~ mate ~Z ~' ~ .~ ~'~rum+~'~~ 1065035`" For Office Use Only P.0.16~I.T.S. Conditionally q~~~~JED DEPARTMENT OF COMMERCE DI -ON OF SAFETY AND BUILDINGS gEE RRESP ENCE S D1V. 1 ` A . GOTT~'RIED ENVIRONMENTAL 124-1/2 Graham Ave., P.O. Box 1645 Eau Claire, Wisconsin 54702-1645 phone: 715-833-1400; fax: 715-833-1381; email: elicstm~r•,execpc.com September 9, 2004 To whom it may concern: Attached please find the mound design for the McArdle residential property. Please note the following: 1) This mound design is based on the criteria set forth in the Mound Component Manual for POWTS -SBD-10691-P (R. O1/O1) and the Pressure Distribution Manual for POWTS - SBD-10706 (R. Ol/O1); 2) The installer of the proposed mound system is responsible for installation according to this design. The owner is responsible for the operation and maintenance of the system. The owner or owner's agent is required to submit necessary maintenance reports to the appropriate jurisdiction; 3) Routine and preventative maintenance is outlined in Section VIII of the Mound Component Manual; 4) A contingency plan must be implemented in the event that this system should fail. This plan may include: A) attempting to correct the problem and restore the existing mound to daily use; B) leveling the site on which the present mound is located and constructing a new mound system; C) finding a new, undisturbed area for a POWTS. If you have any questions regarding this letter or the accompanying plans, please feel free to contact me. Sincerely, Eli M. Gottfried Registered Sanitarian, CSTM, Licensed Designer „_" /J f 'e 51J`y~~ v2.~.r ~ c'~l Ll v/ s ~ /hV ~/ 5.: (~r~r sal`` ~ ~'''°`~ ~- `u""°'t 1`d ~n.w~ e -~,~ e 5 Ind ~ '. ~ ~{~L ~ ~7 ~~ ~~ ~ ~ ~~ ~~5~~~~, .«- ~ ~~ girls ~ cam,, ~ ~.,, ~ u`'~Y C~ S- r 3-~~-mss ~Z NORTH X f;l ~ t ~~~~ `°1~~ o~~~~ 94.6' _ a, )~ c~J~J`~~( i ~•`~~ 95:6' ~ ~ _ '~'' ~ ~~ ~ proposed' oQ~ f 96,6; ~~ \ ` ' -,, ~ (~tcr.~ I ~ 4 BR ~~ ~ mot, ~ 9~.f~' , ~ ~ ~ ~ ~ ~ ;~ ~ esidence '~ ~ ,~ ' , `, c:w~~- ~~' ~,NS z _ ;` I n t-~ _', us roposed ~I~ ~t clean-out 9 . ' \ ~ , ~~' , ~ ~ it 2 Scale: 1" = 40' I garage _ ` ,=1' ``~ ' ~ p~ ~~~. '~, ` ~~ 92.95' o!~- ~ proposed combination tan ~ \ ~ ~ ' ~ ~ `~ ~ ou ~ ~,,, e I ~,,~, 250 gallon septic / 750 gallon~ose ;~` ~ ~ ~ ~ ~ a ~'~~ _ Elev_on PV_C = 1 OO.Q __..-constructed _.___ ~~ _...~ it ~' `~' ~ `~ ~ ~ ~ ~ t~ Sec. BM = 3/4" PVC flow ~ ~ p• .0, ~ .~ I ~I Elev = 100.25' on PVC ~~ `~ ~ .~ ~ / ~ ~ ~ ~; McArdle, Jan and Jim / I > SE SW 11 28 15W diversion ditch ~ Cady, St. Croix ~ ~ ~ ~ ~ ~'~' I ° 40 Acres Gottfried Environmental Gay, p . ~ ~ I o Eli M. Gottfried, R.S., CSTM, Designer ~ •~ malling address: Evaluation: Soil test, Int Report, Design ~ ~v ~'~'' '~'~ ~ p ' . 3840 Osgood Ave. N. Stillwater, MN. 55082 - - Client:-Dave Steel; soil tester - - ! F~'% ~7 i'' /~ e I 715-351-1369 field road Date: 7 September 2004 Signature: ~1 G- 6 ~ 1 ~ ~ For: McArdle , Date: September 9, 2004 NOT TO SCALE f A I EZFlv~v uit ap fxauod syrthetic falxic 6'tapsoil P.SIM-G~i Fi G ~maciun card- - - - - - - _ - - - - 6 F E ~ D \ ... ~ ~} ~~S"'"_ tilled area gra W xi ppe maximum slope: 12% Dimensions: (feet) Loading rate in ASTM C-33 sand = 1.0 gpd/sgft.; 600 gpd / 1.0 = 600 sgft. A = 4.0 B = 150, divided into 75 feet (7 sections of 10'x3' and 1 section of 5'x3')) on either side of the manifold K = 14.25 (3:1 slope on ends of system) L = 178.50 J = 8.82 -based on a 3:1 slope 1= 34.62 -based on 4:1 slope W = 47.44 D = 2.50 = 30 inches sand fill E = 2.98 = 36 inches sand fill F = 1.00 G = 0.5 H = 1.0 Basal Loading Rate: 600 /((150)(38.62)) = 0.10; Linear Loading Rate: 4.00 See additional information on up-slope sizing and diversion ditch -page 2b,c of 9 GOTTFRIED ENVIRONMENTAL Page 2a of 9 K L ' ~ ~ GOTTFRIED ENVIRONMENTAL ~~~,-: Dimensions and Footprints for ~ ~ ~'~ ,sand, and fill n G ,3'v33'-a~-->~~'f7 X ft. -- - --- ------- -- v ft. ~ W ft. sand ft. -__~------ ------ _-- ----------- -- - ------- -- --- -~ __ fi Bed: Dimensions: 150 ft. x 4 ft. Sand: x = 7.72 ft. (based on 3:1 slope) w = 30.62 ft (based on 4:1 slope) u = 11.22 ft (based on 3:1 slope Overall sand footprint = 172.44 ft x 42.34 ft Fill: I = 34.62 ft. J = 8.82 ft. V (K on previous page) = 14.25 ft. Overall fill footprint = 101.12 ft. x 32.22 ft. Sand fill amount: (150'~~ 4' * 2.98' (max)) + (2) * (11.22' * 3.75' (ave) * 4') + (30.62' • 3.98' # 150') + (7.72 * 3.50' * 150') _ Under Under K end Under I end Under J end Total sand fill: 1,788 cf+336.6 cf+ 18,280.14 cf+4,053.0 cf=24,457.74 cf=905.84 yd^3 33% increase : 1,207.76 yd^3 Installer: Sand amount is an estimate only. Please check this figure and compare it to similar sites that you are familiar with. Page 2b of 9 ~~ ~ . ' ~ GOTTFRIED ENVIRONMENTAL c / B Gradient to blend into - naturallandscape ° °- ° ° S ~T W X DIVERSION DITCH DETAIL A = 1 ft. B=Sft. C = 144 ft. D=1ft. 5:1 slope all around ditch except stormwater outlet from ditch. Stormwaterto be diverted around south end of mound soil absorption system. r V A' ------ l 1 ' ~- Y Grade Elevations: Trench Elevations: 5=99.1Oft. 5=96.54,A=1.Oft,B=12.81ft,D=2.56ft. T = 99.10 ft. T = 96.85 ft. W=99.lOft. W-97.16 ft. X=99.lOft. X=97.48 ft. Y=99.10 ft. Y=97.79 ft. Z=99.lOft. Z=98.lOft.,A=1.Oft.,B=S.Oft,D=1.Oft. The bottom of the trench should be smoothed so that water flows evenly from the north to the south end. Total drop from the north end of the diversion ditch to the south end is 1.56 feet = 19 inches. Drop is 1/8" per ft. B ~I Page 2c of 9 . GOTTFRIED ENVIRONMENTAL PIPE LAY-0~ pipe end view NOT TO SCALE Z ~ 'T'{ 1Rk,'b9 c I~ ~?~z ,'" ~ P ' p TO ENDWALL _ ~__ LATERAL t~ ,~ X/2 X X Y ~TO SIDEWALL "X"SPACES MUST BE EQUALLY SPACED. "1^' SPACE IS VARIABLE AS NOTED ON PLAN. ALL HOLES MUST POINT DOWN. LAST HOLE MUST BE NEAR ENDCAP. ess cover ~i.,..~. For: McArdle Date: September 9, 2004 side view of pipe w/turn-up Hole density per cell = <12sgft.; 600sgft / 12 sgft /hole = 50 holes. Proposed holes = 25 per pipe. Distance from manifold to last hole = 73.33 feet = 880 inches. EZFIow length = 75 ft. = 900 inches P (ft) = 77 ft to turnup from manifold. Last hole is 20 inches inside of EZFIow on end before turn-up. First hole is 18 inches from manifold. X (in) = 36" Y (in) = 34" -distance from last hole to next to last hole hole dia (in) = 1/8; q = 11.79*d(exp2)*5.0(expl/2) = 0.412 lateral dia (in) = 1-1/4; manifold dia (in) = 2 force main dia (in) = 2; # holes/pipe = 25 invert elev of laterals (ft) = 99.60' force main length (ft) = 75' max. GPM = 20.60 friction (ft)= 0.68 1) Note that ends of distribution lines must be provided with access boxes. 2) Turn.-up must be long 90 degree sweep or 2 - 45 degree bends Note that calculations on this sheet are based on the Mound Component Manual for POWTS SBD-10691 (RO1/Ol) and the Pressure Distribution Manual for POWTS SBD-10706-P (RO1/O1) Page 3 of 9 . ~ ~ GOTTFRIED ENVIRONMENTAL ~~lPt \~.:ri ~PPe ~~ ~,,~ ~ / ~ rrarttole~ 18in rrlflfrl)11 befifle voter tiglt seals ~ Zabel filter ~~~~~~~ .. ~ ~~ I~12 in rrir Cadut QtidcDiscartact ~ I A ~~ i i I atlet - --- -- i I I ~ ~ .» ~ - alarm B _ ~ _ II ~ 1/4" hole i I ~ __ ~ afl PmP D ~~ l For McArdle; date: September 9, 2004 SEE FOLLOWING PAGE (PAGE 4b OF 5) FOR ADDITIONAL NOTES [nternal dim: length: 155"(average) width: 72" (average) liq. dep: 45" Pump: Little Giant Model: 8E series Switch: Manual Combination Tank Manufacturer: Huffcutt Tank Capacity: 1250 / 750 nominal Actual Capacity: 1258 / 768 Gallons per inch: 17.0 Alarm Manufacturer: SJ Electro Model Number: Tank Alert I Switch type: mercury Minimum Discharge Rate (gpm): 20.60 20% of wasterwater flow = 120 gallons Sx's void vol. Of laterals = 5 * 4 * 0.064 * 78 = 99.84 gallons Void volume = 0.164 * 75 feet = 12.30 Code calls for dose to be > Sx's the void vol of the laterals and <20% of wastewater flow Dose = 99.84 + 12.30 = 112.14 gallons /dose Capacities: Depth inches gallons A 23.58 400.86 B 2 34.00 C 6.60 112.14 D 13 221.00 Bottom of pump tank = 90.00' Elev of pump = 91.33' F,levation of laterals = 99.60' Vertical dif. between pump off and dirt. pipe: 8.27 ft Minimum network supply pressure: 1.3 x 5.0 = 6.50 ft. 75 ft. Force main =friction : 0.68 ft. Total dynamic head: 15.45 ft. OUTLET SIDE OF SEPTIC TANK MUST BE EQUIPPED WITH ZABEL FILTER, MODEL A100 DRU M STYLE FILTER.. Note that Sch 40 PVC 4" ID pipe is to be used for vent pipes and inlet. For inlet and outlet pipes, Sch 40 PVC is to be used for a distance of 3 ft onto firm ground. Note that a smaller pump may be suitable if it can be documented that pump elevation is higher than elevation noted here and / or force main length is less than noted here. Page 4a of 9 Additional Specifications 1) Inlet and outlet pipes from septic tank and dose chamber: Schedule 40 pipe extending 3 feet onto firm ground. Joints must be approved. 2) Seals between tank openings and inlet and outlet pipes must be water tight. 3) Manhole covers must have an approved locking system and approved warning label. 4) Vent pipes must be 4" Schedule 40 PVC. All vent pipes must be 25 feet or greater from doors, windows, and fresh air intakes. 5) The pump and alarm must be on separate circuits. 6) The electrical junction box for the alarm and pump must be weather-proofed. Note that the calculations on sheet 4a of 5 are based on the Mound Component Manual for POWTS SBD-10691. (RO1/O1) and the Pressure Distribution Manual for POWTS SBD- 10706-P (RO1/O1) Page 4b of 9 ~ ~. LITTLE GIANT PUMP -ELIMINATOR -MODEL 8E ~- ~ ~~ ~~ F Aii.7 ~: ~ ___v _., r ~ t m, mN ~x~ .. ~,.~>. .. _ . ~ ., .... a ,. ~ ,,... ., e. ~ ....v .a ~, _R ..... ~... e '. ~ .,.. . a ~ _, r ...-, ~,,. i , ~ a Page 5 of 9 Wisconsin Department of Commerce Division of$afety and Buildings SOIL AND SITE EVALUATION Page of in accordance with Comm 85, Wis. Adm. Code Attach com lete site lan on a er not less than 8 '/z x 11 inches in size. Plan must include, but P p P P County St. CCOIx not limited to: vertical and horizontal reference point (BM) direction and percent slope scale or , , dimensions, north arrow, and location and distance to the nearest road. Parcel ID # APPLICANT INFORMATION -Please print all information Reviewed By: Date: Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04Q)(m)). Property owner: Property location Jan and Jim McArdle Gov't lot: SE 1/4 SW 1/4 S11 T 28 N, RIS W^ Property owner's mailing address: Lot # Bloek # Subd. Name or CSM# 3840 Osgood Ave. N. NA NA NA City /State /Zip Code Phone number: city Village Town Nearest Road Stillwater /Minnesota / 55082 651-351-1369 Cady 315th Street ® New Construction Use ~ ResidentialMumber of bedrooms 4 Addition to existing building: NA ^ Replacement ^ Public or commercial -describe Code Design Flow Rate: 600 gpd Parent Material: glacial till General Comments and Recommendations: Soils are well drained Typic Glossoboralfs (Alfisols) underlain by dense sandy clay loam glacial till. Redox features are the result of perching above the dense clay loam layer. This site is an A+0 design. See accompanying plot plan and text. 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/FTZ Pit 1 EtT# 1 Eff#2 Ap 0- 10 lOYR 3I2 NA sil 3fsbk mfr aw 2f 0.6 0.8 Ground E 10-16 lOYR 4/3 fld 7 SYR 5/8 sil impl mfr gw NA 0.4 0.6 Elev (ft.) . 96.0 Bt 16-20 7.SYR 4/4 fl d 7.SYR 5/8 sil 1 fsbk mfr NA NA 0.2 0.3 Depth to limiting factor- in. 0 Remarks: Bt horizon 5% gravel. Boring # Ap 0 - 8 l OYR 3/2 NA sil 2msbk mfr aw 2f 0.6 0.8 Pit 2 E 8 -12 1 OYR 4/3 fl d 7.SYR 5/8 sil 1 fpl mfr aw 1 f 0.4 0.6 Bt 12-18 7.SYR 4/4 fld 7.SYR 5/8 scl lfsbk mfr NA NA 0.2 0.3 Ground Elev (ft.) 92.95 Depth to limiting factor- in. 0 Remarks: Bt horizon 5% gravel. CST Name: Eli M. Gottfried, Gottfried Environmental Signature: ~` l.Cs ~ ~T-~ ~ "Tel. No. 715-833-1400 Address: 124-](2 Graham Ave. Eau Claire, WI. 54701 Date: 7 September 2004 CST # 221981 ~•~ ~ ~ Pronertv owner McArdle SOIL DESCRIPTION REPORT Parcel ID# Boring # Pif~3 Horizon Depth in. Dominant Munsell Color Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/FTZ Eff#1 Eff#2 Ap 0 - 10 1 OYR 3/2 NA sil 2msbk mfr aw 2f 0.6 0.8 Ground Elev (ft ) g 10 -15 lOYR 4/3 fld 7.SYR 5/8 sil lmpl mfr as NA 0.4 0.6 . 97.6 Bt 15 -20 7.SYR 4/4 mld 7.SYR 5/8 scl lfsbk mfr NA NA 0.2 0.3 Depth to limiting factor- in. 0 Remarks Boring # }iorizon Depth in. Dominant Munsell Color Redox description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/FTZ Eff#I Eft#2 Ground Elev (ft.) Depth to li i m ting factor- in. Remarks: Boring # Ground Flev (ft.) Depth to limiting factor- in. Remarks: Boring # Horizon Depth in. Dominant Munsell Color Redox description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/FT'- Eff# l Eff#2 Ground Elev (ft.) Depth to limiting factor- in. Remarks: ~6 ~ ~ Fm~ 94.6' oho ,, ^~ 95:6' ~ ~i ~ x proposed ~oQ~ ~ 96,.6; ~ ` , 46R \'~ ~ 9~.C~ ~sidence ~ ~ ~ ~~ ' ~ ~ ` , .\ ~~ `~ ~ \\ \ it3 ~ ~~ ~ ` roposed ~, garage clean-out 9 ~ ~ ~ ~ ~ ^ pit 2 ` \ ~ 92.95' \, proposed combination tank ~ ~ , ~ `~ 1250 gallon septic / 750 gallon dose ~~ ,~ ~\ Prim. BM = 3/4" PVC ~° ~ ~,~ `~ Elev on PVC = 100.0' constructed ~ \ pit Sec. BM = 3/4" PVC flow ~ ~ Q, Elev = 100.25' on PVC ~~ `~ ~~ McArdle, Jan and Jim / , SE SW 11 28 15W diversion ditch Cady, St. Croix 40 Acres mailing address: 3840 Osgood Ave. N. Stillwater, MN. 55082 715-351-1369 Gottfried Environmental Eli M. Gottfried, R.S., CSTM, Designer Evaluation: Soil test, Int Report, Design Client: Dave Steel, soil tester Date: 7 September 2004 Signature: a NORTH Scale: 1" = 40' X i I I X I I i I ~I C a~ ~I I field a~ ~_ M 0 o 0 Q~ 3~ ~_ . i- ' comrnerce.wi.gov ~~0~~~ Departmern of Commerce SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street C a Falls, WI 54729 INSPECTION REPORT omm state.wi.us/sb Date of Inspection: September 27, 2004 Project Name: McArdle Use: Residential, New 3 Bedroom Home Legal Description: SE, SW, 11, 28, 15W Site Number: Subdivision: NA Municipality: Town of Cady County: St. Croix Plan Transaction Number: 1065039 Sanitary Permit Number:. NA Wastewater Flow: 450 gpd Persons Present: E. Gottfried, K. Grabau Plumber Name and Address: Unknown Certified Soil Tester Name and Ad Eli Gottfried, CST 42258 PO Box 1645 Eau Claire WI 54702 Owner Name and Address: Jim and Jan McArdle 3840 Osgood Ave N. Stillwater MN 55082 ~~~ ~;~~~ d Z~~T`L~,tt ~ ~. ~~l/Q dyes ~~ ~F~ r . ~. 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/or 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. Several soil borings were evaluated and it was determined that the depth to seasonal soil saturation was very near the bottom of the topsoil (A) horizon. No redox features were observed in the A horizon. At least one of the soil borings had no seasonal wetness indicators within 3-4 inches of the bottom of the A horizon. ---- to oveLCOme limitations of a high level of_ seasonal soil _saturation_and slow _.._ _ - - _ permeability, .the linear loading rate should not exceed 4.5 gpd/ft and the basal wastewater application rate sou not exceed 0.2 gpd/ft2. The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 30 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. 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. In addition, an up slope drainage ditch should be considered if it is determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the mound site. If there are any questions regarding this report, please contact me. eroy G. ansky, astewat Specialist cc: Ljansky comm ce.sfate.v i.us E-mail 715/726-2544 Voice 715/726-2549 Fax ~ County CST ^ Other _ ^ Plumber ^ Owner ~ A~ '1 ~°-" 1527 ~~~~~i~~~O1L EVALUATION REPORT Page 1 of s Wisconsin Department of Comm ce Division of Safety and Buildings ~ ~ ~ a~ccgrdartg¢,yvith C mm 85, Wis. Adm. Code Steel's Soil Service, Inc. ? LLU~~t County Attach complete site plan on aper not less than 8'/ x 11 inches ins' .Plan must St. Croix include, but not limited to: ve ' 1 arx~~h~at (BM) direction and Parcel I.D. percent slope, scale or d' ions, n and di nce to nearest road. Please pnn a vie Dat Persons iMwmatron you provide ~Y ~ used for secondary purposes (Privacy Law, s.15.04 (t) (m)). ~i 2 ~ ~ C~ Property Owner Property Location Ficken, William & Pegi Govt. lot na SE 1/4 SW 1/4 S 11 T 28 N R IS W Property Owner's Mailing Address Lot # Block # Subd. Name or C 407 310th na 80 Acres City State Zip Code Phone Number ~ City Village ~ Town Nearest Road Wilson ~ WI 54027 715-772-3175 Cady 315Th St II~ New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate -J Replacement Public or commercial - Describe:na Parent material Narrow ridges of end or ground moraines, pitted glacial drift Flood plain elevation, if applicable General comments and recommendations: A+4 mound design, system elevation 97.94 ft, based on contour line elevation 95.60 tt. 600 GPD na Boring # ~ Boring ~ Pit Ground Surface elev. 96.60 ft. Depth to limiting factor 9 in• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fr= in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/2 none sil 2msbk mfr cs 1vf .6 .8 2 9-15 10yr4/4 f1f7.5yr56 sl 2msbk mfr n/a n/a .6 1.0 Boring # Boring Pit Ground Surface elev. 96.60 ff. Depth to limiting factor 10 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/2 none sil 2msbk mfr cs 1f .6 .8 2 10-18 10yr4/4 f1f7.5yr56 sicl 2msbk mfr n/a 1vf .6 1.0 * Effluent #1 = BODS> 30 <_ 220 mg1L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signatur~n CST Number David J. Steel ~ 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St., Baldwin, WI 54002 9/7/2004 715-684-5680 • Property Owner Ficken, William & Pei Parcel ID # Page 2 of 3 Boring # Boring Pit Ground Surtace elev. 9.295 ft. Depth to limiting factor $ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Coat Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/2 none sil 2msbk mfr cs 1f .6 .8 2 8-20 10yr4/4 f1f7.5yr56 scl 2msbk mfr n/a 1vf .4 .6 ^ Boring # ~ Boring _j Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eft#2 ^ Boring # --~ Boring ~ Pit Ground Surface elev. ft. Depth to limiting factor in. ~~ Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#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 608-2648777. 'f William & Pegi Ficken SE1/4,SW1/4,S11,T28N,R15W Town of Cady, St Croix Co. ~~ ~~,,~, ~` ~4 "1 hG/ ~~~ c~~ / ~r a~~g~~ ' Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel CST-POWYS Lic. #248956 994 200th St Baldwin, Wl 54002 Bus.(715) 684- 5680 Fax (715) 684-3449 Legend 1" = 40' • =Benchmark Ele. 100.OOft Top of 314" PVC Pipe • =Alt Benchmark Ele. 100.25ft Top of 3/4" PVCPipe ^ =Borings Boring Elevations B 1 = 96.60 ft BZ = 96.60 ft B3 = 92.95 ft B4 = OO.OOft ~,°'1 ~, 9~~~ ~~ ~ ~3' ~~~ o~^ ~ ~7~ to . ~~~ o Al~~ ~,s~+~ ~~, > 7 b Z.~ ~~~ ~iel~~Trd~ev'~ ~~ ~(~ V -~ ~C~ll ly i ` !~/ Pam Quinn ' From: Jansky, Leroy [Ijansky@commerce.state.wi.us] Sent: Monday, September 27, 2004 7:32 AM To: Pam Quinn; Kevin Grabau Subject: A+0 Onsites Sept 27 Sorry for the short notice on this, but times were not 100°s confirmed when I left on F ' 12:30 p.m. NLcArdle site, SE-SW-11-28-15W, Town of Cady (Eli Gottfried P~j ~~ 2:00 p.m. PC Collova Builders, NW-SE-5-29-17W, Town of Nammn/n~d~,(~hau Bird ~~~~`/'" " CST) ~~;~ Leroy G. Jansky, Wastewater Specialist DComm - Safety and Buildings 13 East Spruce Street Chippewa Falls, WI 54729 (715) 726-2544 Office (715) 828-5902 Cell (715) 726-2549 Fax S li~ 1 '.~v Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT in accordance with Comm 85, Wis. Adm. Code 1502 Page 1 of 6 Steel's Soil Service, Inc. County Attach complete site plan on paper not less than 8'/2 x 11 inches in s¢e. Plan must 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 nearest mad. . . Pending Pease print all information. ~.. ~ Reviewed By Date ~I vacy , s.15.04 (1) (m)). Personal information you provide m be used Property Owner Property Location Ficken, William & Pegi ,, , Govt. Lot na SE 1/4 SW 1/4 S 11 T 28 N R 15 W Properly Owner's Mailing Address ` ' ° Lot # Block # Subd. Name or CSM# 407 310th ~. na na 40 Acres City Stat Zip ~~~Pt~~~Nlerf>~r J City ~ Village i~ Town Nearest Road Wilson ~ WI y 715-772-3175 Cady 315Th St New Construction Use: Residential / Number of bedrooms 4 ,W„f Replacement Public or commercial - Describe:na Parent material Narrow ridges of end or ground moraines, pitted glacial drift General comments and recommendations: Borings to find possible A+0 mound site. Code derived design flow rate Flood plain elevation, if applicable 600 GPD na Boring # -~ Boring ~ Pit Ground Surface elev. 0 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-12 10yr3/1 f1f 7.5yr5/6 1 2msbk mfr cs 1f .6 .8 2 12-19 10yr5/4 f2d 7.5yr5/6 sicl 2msbk mfr gw 1vf .4 .6 3 19-48 5yr4/4 c1 d 7.5yr5/6 sl 2msbk mfr na na .6 1.0 Boring # .~ Boring ~j Pit Ground Surface elev. 0 ft. Depth to limiting factor 0 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIft~ in. Munself Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-11 10yr3/1 f1f 7.5yr5/6 sit 2msbk mfr cs 1f .6 .8 2 11-30 5yr4/4 f2d 7.5yr5/6 sl 2msbk mfr na na .6 1.0 * Effluent #1 = BODS> 30 <_ 220 mg/Land TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/Land TSS < 30 mg/L CST Name (Please Print) ture: ~`° CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St., Baldwin, WI 54002 8/6/2004 715-684-5680 • Property owner Ficken, William & Pegi Parcel ID # Pending Page 2 of 6 Boring # ~ Boring i~ Pit Ground Surface elev. 0 ff. Depth to limiting factor 0 in. Soil Application Rate Horizon th De Dominant Color Redox Description Texture Structure Consistence Boundary Roots p in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ~~~ *Ef~2 1 0-9 10yr3/1 f1f 7.5yr5/6 sil 2msbk mfr cs 1f .6 .8 2 9-19 7.5yr4/4 c2d 7.5yr5/6 sl 2msbk mfr na na .6 1.0 Boring # ~ Boring ~+,-J Pit Ground Surface elev. 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 10yr3/1 f1f 7.5yr5/6 sil 2msbk mfr cs 1f .6 .8 2 8-16 5yr4/4 c2d 7.5yr5/6 sl 2msbk mfr na na .6 1.0 Boring # J Boring ~/ Pit Ground Surface elev. 0 ft. Depth to limiting factor p 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 0-11 10yr3/1 f1f 7.5yr5/6 sil 2msbk mfr cs 1f .6 .8 2 11-30 5yr4/4 c2d 7.5yr5/6 sicl 2msbk mfr na na .4 .6 "Effluent #1 = BODS> 30 < 220 mg/Land TSS >30 < 150 mg/L "Effluent #2 = BODS < 30 mg/Land 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. Property Owner Ficken, William & Peggy Parcel ID # Pending Page 3 of 6 Boring # Boring Pit Ground Surface elev. 0 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon th De Dominant Color Redox Description Texture Structure Consistence Boundary Roots p in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/1 f1f 7.5yr5/6 sil 2msbk mfr cs 1f .6 .8 2 8-16 10yr5/4 f2d 7.5yr5/6 sicl 2msbk mfr gw na .4 .6 3 16-36 7.5yr4/4 c2d 7.5yr5/6 scl 2msbk mfr na na .4 .6 Boring # Boring Y' Pit Ground Surface elev. 0 ft. Depth to limiting factor 0 in. Soil Appliption 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 0-9 10yr3/1 f1f 7.5yr5/6 sil 2msbk mfr cs 1f .6 .8 2 9-16 10yr5/4 f2d 7.5yr5/6 sicl 2msbk mfr gw 1vf .4 .6 3 16-28 5yr4/4 c2d 7.5yr5/6 scl 2msbk mfr na na .4 .6 $^ Boring # Boring Pit Ground Surface elev. 0 ft. Depth to limiting factor $ in. Soil Applkation 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 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 8-16 10yr5/4 c2d 7.5yr5/6 sicl 2msbk mfr na na .4 .6 * 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. Property Owner Ficken, William & Pegti Parcel ID # Pending Page 4 of 6 Boring # ~ Boring Pit Ground Surface elev. 0 ft. Depth to limiting factor 19 in. ~~ gpplication Rate Horizon th De Dominant Color Redox Description Texture Structure Consistence Boundary Roots P p in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 10-19 10yr5/4 none sicl 2msbk mfr cs na .4 .6 3 19-36 7.5yr4/4 c2d 7.5yr5/6 sl 2msbk mfr na na .6 1.0 ~ Q Boring # ~ Boring Pit Ground Surface elev. .0 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 0-8 10yr3/1 f1f 7.5yr5l6 sil 2msbk mfr cs 1f .6 .8 2 8-24 10yr5/4 c2d 7.5yr5/6 sicl 2msbk mfr na na .4 .6 11 Boring # :.~ Boring Pit Ground Surface elev. 0 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 0-10 10yr3/1 f1f 7.5yr5/6 sil 2msbk mfr cs 1f .6 .8 2 10-19 10yr5/4 c2d 7.5yr5/6 sici 2msbk mfr cs na .4 .6 3 19-36 7.5yr4/4 c2d 7.5yr5/6 scl 2msbk mfr na na .4 .6 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/Land 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. Property Owner Ficken, William & Pegi Parcel ID # Pending Page 5 of 6 ~ 2 Boring # --~ Boring Pit Ground Surface elev. 0 ft. Depth to limiting factor 10 in. Soil Application Rate Horizon th De Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD p in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 10-19 10yr5/4 f1d 7.5yr5/6 sicl 2msbk mfr gw na .4 .6 3 19-36 7.5yr4/4 c2d 7.5yr5/6 scl 2msbk mfr na na .4 .6 13 Boring # Boring 1-~' Pit Ground Surface elev. 0 ft. Depth to limiting factor 0 in. Soil Appl'~cation 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 0-8 10yr3/1 f1f 7.5yr5/6 sil 2msbk mfr cs 1f .6 .8 2 8-30 10yr5/4 c2d 7.5yr5/6 scl 2msbk mfr na na .4 .6 14 Boring # :.:~ Boring Pit Ground Surface elev. 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 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 8-24 7.5yr4/4 c2d 7.5yr5/6 sl 2msbk mfr na na .4 .6 * Effluent #1 = BOD 5> 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. Property Owner Ficken, William & Pegi Parcel ID # Pending Page 6 of 6 Boring 15 Boring # Nuj Pit Ground Surface elev. 0 ft. Depth to limiting factor 9 in. Consistence Boundary Roots t St Soil Application Rate PD Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture ure mc Gr. Sz. Sh. Et7#2 *Eff#1 1 0-9 10yr3/2 none sil 2msbk mfr cs 1f .6 .8 2 9-15 10yr4/4 c1d 7.5yr5/6 sl 2msbk mfr na na .6 1.0 16 Boring # ~ Boring 11' Pit Ground Surface elev. 0 ft. Depth to limiting factor 10 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots *Eff#1 P *Eff#2 1 0-10 10yr3/2 none sil 2msbk mfr cs 1 f .6 .8 2 10-18 10yr4/4 c1d 7.5yr5/6 sl 2msbk mfr na 1vf .6 1.0 ~ 7 Boring # J Boring i~ Pit Ground Surface elev. 0 ft. Depth to limiting factor $ in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots `Eff#1 PD Eff#2 1 0-8 10yr3/2 none sil Zmsbk mfr cs 1f .6 .8 2 8-20 10yr4/4 c1d 7.5yr5/6 scl 2msbk mfr na 1vf .4 .6 * Effluent #1 = BODS> 30 < 220 mg/Land TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/Land TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access servrces or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. OCT 03 2005 09:30 FR ACKSP LAW FIRM 612 339 7655 TO 17157723216 P.03 FROM PLANESMAN CONSTRUCTION FAX N0. 715?494065 Oct. td3 2005 09:21AM P2 sT. ~ROyx co>~rni7'Y SI?P'C[f.'. ~l'ANK MAIN"1'H\TANCL~ AJ;rKI;P..M~;V7' AND ()WNI:>;5I.171' CI.:R7'II~IC~1'I'1UN FORM Owner/}3uycr .~f~/r7~ES L•. -r- ter- ~.' J~e~~~l~ Mailing nddress I ~S l t~~ ~D ~t ~--}-C.(.~ 5 Orl.~ ~~- 5~-f O ~ '. _,r~ ~ --~---~ F'roprrrly Addtc:ss ~~''~--F 3~~ ~"~~ ~F}17 ~GU L~.~ ~ " ~~- y (Vatlficatioa ttxZulred frotu 1'1~ining Jlx'Loning Dap~rtmcnt for new constrttetiou.) 1 City/Suite ~ ~ tSoJv ~ ridre;el IdEnlilication Number ~U 7 - `U Z~ ~~c~ I.E(xAI, bESCR1(pTIQ~T Pt'operly t„c~catiukl5 ti ~/ , ~ [!a , Scc. ~_~ T !.~ N R~~7V, ].'own of c~l- Subdivision ~° ~, Cer>GiflEd Surrey MJap # ~~ Lot #G Volume , Pt3,ge # Wr3tranty Deed # ~._ ~ ~ ~ ~'l~ ~ Vplu e Z - ~ m ~, Page # ~Z3 ,• Spec house yes nq i~t lines id[:atifiable yes ao S~T~;1V1 MAINTENANCE AND OWNER CX~ T1F'ICATI0~1 l[tfpmprz use and roaintenaace of your ~[epric ay¢tem Could Cesult in i[s prernaiure fialurts rn h:u[dle; wastes. Proper maialcnance Cgnsi9t9 of pumyitlg out the r~)tic ttin6 every three ycaro qr sooner, if n , the syslcm cast lffee[ the function of the xerric [anl; yc a ire;ittnonC stagy ~n the waste dt'Spgg 1 system. Own ~~aln[Wana~neyo u per lnro re&ponsibilities am Rp~ificd in §('ornm~ 83.52(1) and ir[ Ghaprer [ 2 - St. Goix Coun[y $xrsitary Or[tinancc. The yR)pg[y owner trees to subtnir rU SI. Croix (:Dents PlannJn6 ~ Zoni owr~t (utd by a masrar plumber. ~ottrne ztg Department a oerditCalion fOr]kk, signed Dy nc~ w[tstewn~ur d;v yrnah plumber, res[t'ietcd plumber or a llcense~ei pumper verifying chat (Z) the on-site Posal system is in proper opernring candittion and/or (2) &thrinspoction s,od pumping (irhuceseary), the septic tanl: i~ less than L/3 full oP r~lurige. l/we, the undersibnad have tsad the above,~q,,yuircmanrp and spree to mtziataia ttu ptivatc Sewage di9posal system with the s[a~dprds sra[ fclr[F~, h[:r~in, [!S Aet by the OeP"rlIIlc~it of C:ornmeux and tl[p DupnrcmaYYt of Natural Re~4[[rces, SLa[e of Wlsu~rlsin. G'enifJca[iun stating Thflt your smpcjo syslern has lf~;a maintained must be corslph;ted and ret[u~[ad to ells S[. Croix Gounly Planing d~ +ning T)eltiArtmuat witF~in 30 days of ttt~ Ihrce year expirtt[ion dare, i/we oenify tha[ all stator>aen[s un this form arc true to ch[s boat of my/our knowled~c, I/we axt~/[[ro the ovuac:t(s) of the property cl[:scribad Rbove, py vi~u of a a flrrnnty deed morded in 12ogxRter of I,~dods Of'flca, Nuknber of bedJrooms ~_ r n ... SIGNA'!'URE OIL ,gppl~C.'A1VT('~) ~/,,~/ 05 I7A 1'I: '" Any infof[na[iop that is rnisre rasenrod P mnyresult in tha s~nitar Y permit belktg revoked by [he Planning & Zoning Department. ~~x laelude wJtll this application a reeordod WarrnntY deed Prt~m [tte 12egiRtur of Da«ir Office and ~ Dopy or" tlw ~tr9]ieci Aurvcy rr~~ 1 f refare~tcu ig aaade in the warrut,ty dcrd, (R]i v. 48/03 PAGE 212 ~ RCUD AT 101311005 9:17;19 AM ~Cendral Daylight Time)"SVR;SEC011a ~ DNf3;1134' CSlD:71iT49ao65 ~ naQJ'<rlrlu bntn.oe-~n,.~~ *~ TOTAL PAGE.03 ~* POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page~of Z/ FILE INFORMATION Owner Jan and Jim McArdle Permit # DESIGN PARAMETERS Number of Bedrooms 4 ^ NA Number of Public Facility Units x NA Estimated (average) flow 4 0 0 al/da Design (peak) flow = (Estimated x 1.5) 6 0 0 al/da In Situ Soil Application Rate 0.10 al/da /ft2 Standard Influent/Effluent Quality Monthly average" Fats, Oil & Grease (FOG) <30 mg/L Biochemical Oxygen Demand (BODs) <_220 mg/L ^ NA Total Suspended Solids (TSS) <150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BODs) <30 mg/L Total Suspended Solids (TSS) <_30 mg/L A Fecal Coliform (geometric mean) _<10° cfu/100m1 Maximum Effluent Particle Size '~ in dia. ^ NA Other: ^ NA *Values typical for domestic wastewater and septic tank effluent. SYSTEM SPECIFICATIONS Tank Manufacturer Huffcutt ^NA x Septic ^ Dose ^ Holding vol. 12 5 0 / 7 5 0 gal Tank Manufacturer Huff cutt ^ NA ^ Septic x Dose ^ Holding vol. 7 5 0 gal Effluent Filter Manufacturer Z abe 1 ^ NA Effluent Filter Model A10 0 Pump Little Giant ^ NA ~Aani ifartfi irar Pump Model 8 E Pretreatment Unit x NA ^ Sand/Gravel Filter ^ Peat Filter ^ Mechanical Aeration ^ Wetland ^ Disinfection ^ Other: Manufacturer Dispersal Cell(s) ^ NA ^ In-Ground (gravity) ^ In-Ground (pressurized) p At-Grade xx Mound ^ Drip-Line ^ Other: Other: ^ NA Other: ^ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: 2 ^ month(s) Maximum 3 years) x ear s) ^ NA Pump out contents of tank(s) ^ When combined sludge and scum equals one-third (~) of tank volume ^ When the high water alarm is activated ^ NA Inspect dispersal cell(s) At least once every: 2 ^month(s) (Maximum 3 years) x year(s) ^ NA Clean effluent filter At least once every: 3 ^ month(s) X year(s) ^ NA Inspect pump, pump controls & alarm At least once every: 2 ^month(s) Xx year(s) ^ NA Flush laterals and pressure test At least once every: 2 ^ month(s) xx year(s) x NA Other: At least once every: ^ month(s) ^ year(s) x NA Other: x NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator (pumper). Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and a check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any treatment tank equals one-third ('f3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of <_12 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. S GMW (12102) • Page yof ~~ START UP AND OPERATION ~ , For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other 'chemicals that may impede the treatment process and/or damage the soil dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During extended power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose and may overload them resulting in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) discharge; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ^ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ^ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ^ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. xx Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. «WARNING» SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS 1) Filter should be inspected periodically during the year; 2) For new construction, the tank(s) should be pumped prior to occupancy. Filter should be inspected for latex paint contamination if effluent level has reached the level of the filter prior to occupancy. POWTS INSTALLER Name Phone SEPTAGE SERVICING OPERATOR (PUMPER Name Phone POWTS MAINTAINER Name David Steel Phone 715-684-5680 LOCAL REGULATORY AUTHORITY Name St Croix County Phone 9 ~ ~' Parce! #: 004-1025-60-000 10/19/2005 10:04 AM PAGE 1 OF 1 Alt. Parcel #: ~ 1.28.15.174 004 -TOWN OF CADY Current LX I ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-owner O -MCARDLE, JAMES L & JANET L JAMES L & JANET L MCARDLE 3840 OSGOOD AVE N STILLWATER MN 55082 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description SC 5586 SPRING VALLEY SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 40.000 Plat: N/A-NOT AVAILABLE SEC 11 T28N R15W 40A SE SW Block/Condo Bldg: Tract(s): (Sec-Twn-Rng 401/4 1601/4) 11-28N-15W Notes: Parcel History: Date Doc # Vol/Page Type 09/13/2005 806243 2887/020 EZ-U 10/14/2004 776991 2675/523 WD 05/10/2002 678609 1888/134 QC 09/16/1998 587157 1357/360 WD mon... 9f1A~ CI IMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Description Class UNDEVELOPED G5 AGRICULTURAL FOREST G5M Totals for 2005: General Property Woodland Totals for 2004: General Property Woodland Last Changed: 09/07/2005 Acres Land Improve Total State Reason 34.000 21,800 0 21,800 NO 6.000 9,000 0 9,000 NO 40.000 30,800 0 30,800 0.000 0 0 40.000 3,400 0 3,400 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch #: PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 U 26?SP 523 STATE BAR OF WISCONSIN FORM 2 - 1998 WARRANTY DEED This Deed, made between Pegi M. Ficken, a single person Grantor, and James L. McArdle and Janet L. McArdle, as husband and wife as survivorship marital property Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin: 7 7 6 9 1 KATHLEEN N. MALSH REGISTER DF D£EDS ST. CROIX CO. , MI RECEIVED FOR RECORD 10/14/2004 09:40AK t~/ARRANTY DEED 1:1fEMPT # REC FEE: 11.00 TRANS FEE: 555.00 COPY FEE: CC FEE: PAGES: 1 Recording Area Name and Return Address James and Janet McArdle A >< 3gyo OsGooD 1irvE K ~~ I l 1,t~ a to r, y/Y1 Ili S S OS ~ 0o4-]oas-6o Parcel Identification Number (PIN) This is not homestead property. (is not) The Southeast 1/4 of the Southwest `/., Section 11, Township 28 North, Range 15 West, Town of Cady, St. Croix County, Wisconsin. Exceptions to warranties: easements, restrictions, and roadways of record. Dated this( /e7 _ s -,2004 * AUTHENTICATION Siettattere(s) authenticated this day of * TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by &706.06, Wis. Stars.) THIS INSTRUMENT WAS DRAFTED BY Louis J. Andrew Jr. Andrew Law Oftices S.C. (Sisnatures may be authenticated or acknowledged. Both are not of persons signing in any capacity must be typed or WARRANTY DEED * PeQi .Ficken * ACKNOWLEDGMENT 5TATE OF /lJ `~ ) ss. ~~ e~..--- Cottntv. ) Pe son~Il came before me this _ ~dav of ~e / , 2004 the above named Pesi M. Ficken, a single person to me known to be the person(s) who ex gl instrument and acknowledged the s~ T AMY No. 0181 salon Ettpkes Oec. ; ~~ - ~r .~~ * Notate Public, State of My Commission is permanent. (If not, state expiration date: J STATE BAR OF WISCONSIN FORM No. 2 - ]998 end du l.ec, Wl 800-655-2021