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HomeMy WebLinkAbout008-1060-30-300commerce.wi.gov a isconsi,n Department_of Commerce Date of Inspection: June 27, 2006 Project Name:. Albu Use: New Residence Legal Description: NW, NE, Site Number: 683529 Subdivision: Lot 3, CSM V. 16, Municipality:. Town of Eau Gall County: St. Croix Plan Transaction Number: 9 Sanitary Permit Number: 4 Wastewater Flow: 450gpd (3 Bedroom) Persons Present: K. Grabau '3aldwin, WI 54002 Soil Tester Name and Address: :li Gottfried, CST 221981 24 '/ Graham Ave :au Claire, WI 54701 Name and Address: Lydia Albu This inspection was completed pursuant to s. 145.20 (3) (b) Wis. Stats., as part of the annual audit of the St. Croix County Private Onsite Wastewater Treatment System program. The following code discrepancies were noted at this site and require attention by the installing plumber. 1. An up slope surface water diversion was not installed as per the approvals for this project. Surface water ponds along the up slope edge of the mound and will overload the basal area of the mound possibly causing toe seepage along the down slope toe. An up slope surface water diversion shall be installed and the soil surface immediately up slope of the mound where topsoil was scraped off shall be made to drain around the mound. 2. The manhole risers on the dose tank are allowing groundwater to seep into the tank. The risers shall be made water tight by removal, cleaning and reinstalling them. 3. The effluent line between the septic tank and dose tank may be allowing groundwater to infiltrate. A steady stream of water was heard failing into the tank at an estimated rate of 300-400 gallons per day. The plumber needs to immediately determine the source of the water and take corrective action. Such action may include pressure testing the effluent pipe to ensure water tightness. 4. An LB fitting was used instead of an electrical junction box at the dose tank. The electrical service shall be compliant with NEC 300 and Comm 16.28 Wis. Adm. Code. The enclosure for the junction box shall be rated for wet locations (e.g. NEMA 3 enclosure). 5. All above grade manhole covers shall be secured with a padlock with the key removed. Please see that the above discrepancies are corrected by August 31, 2006, and all work must be done at the plumber's own expense. The plumber will need to contact either the county inspector or me for an inspection of the corrected installation. This is the second notice regarding these conditions. The first one being issued on April 13, 2005. Please contact me if you have any questions regarding this report. Otherwise I will assume that you understand what needs to be done to make this system code compliant. Leroy G. nsky,' astewat Speciaiist ~ " leroy.jansky(c~wiscosnin.gov E-mail 715/726-2544 Voice 715/726-2549 Fax INSPECTION REPORT SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 ~asl Spruce Slreel Chippewa Falls, WI 54729 www.commerce.state.wi. us/sb (715)726-2544 Plumber Name and Address: Dale E. Hudson, MP 220853 820 Main Street CEIVED P` 4386 r ' I JUL 2 6 2006 ST. CROIX COUNTY cc: ,,County ~ Plumber ^ CST ^ Owner ^ Other RECEt~/E~ commerce.wfi.gov isconsin DNS Department of Commerce Date of Inspection: April 13, 2005 Project Name: Albin Use: New Residence Legal Description: NW, NE, 21, 28, 16W Site Number: 6$3529 Subdivision: Lot 3, CSM V. 16, P. 4386 Municipality: Town of Eau Galle County: St. Croix Plan Transaction Number: 998298 Sanitary Permit Number: 453365 Wastewater Flow: 450gpd (3 Bedroom) Persons Present: K. Grabau PI RE(~~tl~ 2 2Q0 ST. CROIX%lSl1NT~ Y AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street Chippewa Falls, WI 54729 www. commerce.state.wi.us/sb (715) 726-2544 Dale E. Hudson, MP 220853 820 Main Street Baldwin, WI 54002 Certified Soil Tester Name and Address: Eli Gottfried, CST 221981 124 '/z Graham Ave Eau Claire, WI 54701 Owner Name and Address: Lydia Albu This n was completed pursuant to s. 145.20 (3) (b) Wis. Stats., as part of the annual audit of the Polk County, rivate Onsite .Wastewater Treatment System program. The following code discrepancies were noted at this site and require attention by the installing plumber. 1. An up slope surface water diversion was not installed as per the approvals for this project. Surface water ponds along the up slope edge of the mound and will overload the basal area of the mound possibly causing toe seepage along the down slope toe. An up slope surface water diversion shall be installed and the soil surface immediately up slope of the mound where topsoil was scraped off shall be made. to drain around the mound. 2. The manhole risers on the dose tank are allowing groundwater to seep into the tank. The risers shall be made water tight by removal, cleaning and reinstalling them. 3. The effluent line between the septic tank and dose tank may be allowing groundwater to infiltrate. A steady stream of water was heard falling into the tank at an estimated rate of 300-400 gallons per day. The plumber needs to immediately determine the source of the water and take corrective action. Such action may include pressure testing the effluent pipe to ensure water tightness. 4. An LB fitting was used instead of an electrical junction box at the dose tank. The electrical service shall be compliant with NEC 300 and Comm 16.28 Wis. Adm. Code. The enclosure for the junction box shall be rated for wet locations (e.g. NEMA 3 enclosure). 5. All above grade manhole covers shall be secured with a padlock with the key remaved. Please see that the above discrepancies are corrected by May 13, 2005, and all work must be done at the plumber's own expense. The plumber will need to contact either the county inspector or me for an inspection of the corrected installation. If you have any questions regarding this report, please contact me. eroy G. nsky, W ewater S cialist Ljansky commerce.state.wi.us E-mail 715/726-2544 Voice 715/726-2549 Fax cc: County Plumber ^ CST ~$[Owner ^ Other Wisconsin Department of Commerce Safety and Building Division PRIVAT,~ SWAGE SYSTEM INSPgCTION~ REPORT GENERAL INFORMATION ~ (ATTwCH TO PERMIT) Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)l. Permit Holder's Name: City Village X Township Albu, L dia Eau Galle Townshi CST BM Elev: Insp. BM Elev: BM Description: ~ ~ n j~~ l a~ ~ ~ C~ i ~ TANK INFORMATION TYPE Se Ic MANUFACTURER r ,~ ~ CAPACITY _ io Dosing r ~~„t~.-.. x ~ 7 ~4L ~. TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~ /~ ~ ' ~~ / ~ I~ ~ Dosing /~ ; ,~/~ e ` /~; ~ 7 ~~~ ; ___. Aeration ,~r Holding ~~- - - ` PUMP/SIPHON INFORMATION~~ ~ Manufacturer ~ ~ ~ DP and ~~ Model Number ~ S ~- r.2 -(~Z. TDH Lift, ` F ictio os~ System Head 7` TDH Ft Force a ~/ Dia. Z 1 Dist. to Well .` ~~ / ELEVATION DATA County: $t. CfOIX Sanitary Permit No: 453365 0 State Plan ID No: Parcel Tax No: 008-1060-30-300 Section/Town/RangeQvlap No: 21.28.16.306A30 STATION BS 13 . `7 3 HI / / ,3 7 FS ELEV. oc~ Benchmark , Alt. BM Bldg. Sewer ~,~ wi •~3 SUHt Inlet ~ -~_Z /Q~ . St/Ht Outlet ~• ,5~ ~ p~' / Dt Inlet ^ '~ ~~ (,tom ~I .~sw g ~ ~ ~ ~ Dt Bottom ~ ~ Z~ • Header/Man. `~ 31 / ~9 . ti Dist. Pipe Bot. System ~• 4.7 ~ I ~~ . 1 Final Grade ~ ~1 ~ /U , `t St Cover ISTC>~ :~.r~~ /~ ~3 . ~ A -3~ 2.33` 2.3~ 2.36 ~ ~b• ii // (~ ~ I'l'S-P~ls SOIL ABSORP~F91~ SYSTEM f J~d~o' /,f,~~ ~~.~- ~'c4fi ok_ gpy~2!1.d7~2~ ~~_ BED/TRENCH DIMENSIONS Width / LL Length ~ No. Of Trenche PIT DIMENSIONS \ f Pits Inside Dia. `~ Liquid Depth ,Zli --CC77 ( . SETBACK INFORMATION SYSTEM TO P/L BLDG G WELL LAKE/STREAM EACH HAMBER Manufactur r. ^ ~ ~~~ T O ~ , ype f ystem: /~ L~ l ~ ~~^ ~ .'l t J ~^ UNIT el N~~mhar V . , . DISTRIBUTION SYSTEM II A(> _ (,~ ~.>c.L~., nL Header/Manifold II ^~'~ Distribution ' f I Pipe(s) u ~ x Hole Size "~ r I x Hole Spacing ~ / r Vent to Air Intake ~ th ` Dia Z Len th ~ Len '~ Di ~ Z S i ~ / , J ~ z ~ ~ .a g g a ng ~ pac , 8 1 Z. yS ~'ic SOIL COVER x Pressure Systems Onlv xx Mound Or At-Grade Systems Onlv ~,,~.Yl.~..- Depth Over / Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center ~~ Bed/Trench Edges ~ Topsoil ~ ~~ • _ Yes [~ No ~ ~ .,r,~~ es ~ ° -ii No COMMENTS: (Include code discrepencies, persons present, etc.) Inspectio #1: S~PC / ~lspection #2: / / ~'C,.,~ P/a,.~ -ok Location: 2375 30th Ave Baldwin, WI 54002 (NW 1/4 NE 1/4 21 T28N R16W NA Lot / Parcel No: 21.28.16.306A30 1.) Alt BM Description = S `~~~~-- G`~ ~ ~'' ~~~ti. n. ~ ~~ t•-~~c ~CS C ;i` 2.) Bldg sewer length = ,'3L.t. ~ -amount of cover = ~ ~ ~' Plan revision Required? Yes ~I No Use other side for additional information. SBD-6710 (R.3/97) C ,` 1` ~~~ Date L_I1- Cert. No. ~- Safety and Buildin;~,s Division County ~~ , ' ' X 201 W. Washington Ave., P.O. Box 7162 ~ D I ` ~~~~ Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) I ~~0 (608) 266-3 151 5 3 3 ~vS Department of Commerce State Plan I.D. Number Sanitary Permit Application /~,a ~~5- =-~-~,,~5 i ersonal information you provide de Wi Adm C 83 21 h C d i , p s. . o . , omm Itt accor w t may be used for secondary purposes Privacy Law, s15.04(1 Xm) n mailing address) ha Project Address (if different t , . ' y ~ ~ m ~ .wl~~~ 1. Application Information-PleasePrintAtlInformation ~~~~ 30~/VY~. Property Owner'c Name ~ L of 'a .~' ~~ ~ :~, v ~ ~~~ ~ ~i 2074 ,Parcel # Lot # Block # e ~ r--. Property wnte~r''s Mailing Address /~ r ~ „ , ! , ~ ~ ~'V' ~ L< 1` ~ ~~ - Property Location Y., ~'h, Section City, State /~ / ~) Zip Code ~ ~ /~~ / on"'°e Ni7Ptlber"'--"~-~- ~ p J/(cucle } ~'- ~- - I~I.~Type of Buiidin check afl that apply) ~ ~- n ~6+~++~0[ f B d N b " t CSM Num ' 16 r s er o e um I or 2 Family Dwelling - L '1 ~` ~D G P Y38ro /. 65z~ 6 ~ ' ^ PublidCommercial -Describe Us k ) ~ ~ r ^City_^Village ownship of~ u ~a ^ State Owned -Describe Use Vv1.~ l • III. Type of Permit: (Check only one box on line A. ~ Complete line B if applicablE}~-' ~ O ~ ~ 0(p0 - O - C3D 30(~~ - A' New System ^ Replacement System ^ TreatmendHolding Tank Replacement Only ^ Other Modification to Existing System B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. T of POWTS S stem: Ch k all that a 1 Sand Filter ^ Pas l ^ Si ^ e s ng At-Grade ^ Non -Pressurized In-Ground _ it ~ Mound < 24 in. of suitable soil Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Gravel-less Pipe ^ Other (explain) V. Dis etsaVTreatment Area Information: p. Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation ~ ~ p o '~j 11 /. O ~~1~ 'i~'g~ V!. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel i r Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic Holding Tank DOD ~,r / ~ ~ ~" obic Treatment Unit sin Chamber -1 D )rp f~ VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWYS shown on the attached plans. Plumber's Name (Print) Plumbe ' Signatur~ ~` MP/MPRS Number Business Phone Number a ~G ~ ut~S vt-.. ~~D~~~ 7~'~- ~g~ - 33°7 Plumber's Addre s (Street, Cilty, State, Zip Code) ~-~ I ) , l ~~0~~ 1 Gl'~ I~ Lc/~' ~ ~a " ~ i ~ a / ' ~ ~ i R ~a~ s' ~/ VIII. Count ~/De artme se Onl roved Sanitary Permit Fee ~ncludes Groundwater Date Issued I ruin gent Signature (No Stamps) ed ^ Disa o A pp ppr v , Surcharge Fee) ~ ~-y~ ~ ~ ~ ,~ ^ Owner Given Reason for Denial Jv IX. Conditions of Approval/Reasons for Disapproval ~` /~~ Pste~l ~ /t n ~. SYSTEM OWNER: ) ~MO~~ 1 Septic tank, effluent #ilter end ~ C•~"t^~""~- ~~ dispersal cell must all be serviced / mail~tained ~ / i5 °~~ as per management plan provided by plumber. ~-.. t 2. All setback requirements must be maintained ~ h 5~. ~~Q S 1n~F~-tu(~rle+^, •) __ _ _ as per applicable code/ordinances. `] - .i.-- a t n - /1 i....A-. i.. cis. Attreh compkte pram (to the county Dory) for roe syrrem tiw paps. ~~• R SBD-6398 (R. 01/03) ~ u 5 ~ tNo ~~-t~l.R~- ~6De~~n u I ~ , = Cl `IiPZ`3' ~ ~n.vtS a t:~Ci e+~ l't U e~ ~ c~'r-, lz .s. , ~,, ~Q ,~p'~,°v°`:~ Ia,~~ (/ .~ O~ E. 9e`-- 6 6 6 V OL 16 PAGE 4386 HATHLEEN H. 1iALSH REGISTER OF DEEDS ST. CROI}t CO., MI RECEIVED FOR RECORD 10-03-2002 9:00 Ari CER T 1 F ! ED SURVEY MAP COPY FEE : a. ea PAGES: 2 LOCATED !N THE NW ! i4 OF THE NE 1 /4 OF SECT ! ON 2 ! , T28N, R 16W, , TOWN OF EAU GAL L E, ST.CROlX COUNTY, WISCONSIN. PREPARED FOR: NOTE: BEARINGS ARE PETER S TENS REFERENCED TO THE NORTH L !NE OF THE NE li4. CST. CR01 X COUNTY COORDINATE SYSTEM). N l /4 CORNER of sECrloN z 1. , .UNPL!4 TTEO LANDS CFOUND 2" IRON PlPE). •..._ .......-. z .~ , w~ ~~ ¢n ~~ r- v ~: p: ~ z. V ~= ~: p; o ~; N ~: Q: J a: z; ti ~' N M ~ ~ 0 h Q SM4LL TRACT .3QTN_ AVE:. 2srJ.so' S86 ° 29' -s8¢.°29' 00" ~_ - ~~ E " 929. 79' R°SBB356.02' g- _^ 6`-`68' -. 376 p 56"E - p~ NORTH L !NE OF THE NE !~4 86°29' 00"W~ 1305. 8p O ~ $ S86°29' 30"E it~ 33. 04929. B6' rn u~ ~.. .M ...'..... O O 66. OB' rn ....... . . C, S, M, ao ro ...........- _ w ~ ROUSE^ DR 1 YE I//GHIVAY ~ M ~ ~SE TRACK L 1NE ~ .m $ ...c..gr.:.r. ~, .. OT 2 ~ 66 voL r5 - z o " `°"°' ~ -.....•'..- "' "' ° LOT 3 °~ _ ~ p~q~E ~ 1 ~~ o ,~ d' 6.82 ACRES 296, 868 SO. FT. „`O,~ v 8. 52 ACRES z ; ~ cn o 6. 43 AC. EXC. R/W ,~ 371, 247 SO. FT. R=N8B°57' S6"W~ 278, 9T! SO. FT. ~ 8. 26 AC. EXC. ~ ~ 376. 00' g RIGHT-OF-WAY ~ t>): o z S$6°29' 00`E g ;0 339, 63! SO. FT o1 m L~: m 3 T6. ! 7' 5 / / 63' Sri m o `" '~ z' Q: ~ ~ --i S88°29' 00'E . 887. 80' O g g N M W J~ m g ~ -1 ~ .~ I9. f 844 l9. 34 842, !/"" ~•'+ if t eJ--- N! pW O 4 N ~,~ .. ~I~ O'bi Z~ S 1/4 CORNER C SECTION 2 I. C F SURVEY NA I L J. ° ~ o. z W: N l-; w ~- ' Q: ~ ~: 4~ ~~ 2 ~: ~ ~ ~ n ,,, _ ~ ~ Q ~-~-PJ~ `` \I ~~ i'~ Jeri Sri e.c~( 2~ c ~ --J~~~ LEGEND O ~ SET 1" O.D X 24" IRON PIPE WE'!GNlNG !. l3LBS PER L !NEAR FOOT. • FOUND 3/4" IRON R£-BAR. ® - FOUND !" O. D. JRON PIPE. !°-300' R RECORD DATA O !50 300 600 SHEET ! OF 2 2002060 THIS INSTRUMENT DRAFTED BY J!M WEBER APPROVED ST. CROiX COUNTY _- Plannino Zoning and Parks Committee ocT o s zooz If not recorged within 30 days pf approval date approval shall be ~~aSgO!!Fw,.l3uR find void .<_. ~.. - _ , ,1.' --- '• `~' , ~ 5 -~ SPFI; ' ; `~ LLY JAMES B~g~, -1804 LANDMARK SURVEYING DATED .~-+~..~Z3_ Za0'~_ Vol . 7 6 Page u386 ' cort~merce.wi.gov ^ ^ ~scons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary June 24, 2004 CUST ID No.42258 ELI M GOTTFRIED GOTTFRIED ENVIRONMENTAL 124 1/2 GRAHAM AVE PO BOX 1645 EAU CLAIRE WI 54702-1645 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/24/2006 SITE: Lydia Albu 30TH Ave Town of Eau Galle St Croix County NW1/4, NE1/4, S21, T28N, R16W Lot: 3, ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Identification Numbers Transaction ID No. 1007559 Site ID No. 683529 Please refer to both identification numbers, above, in all comes ondence with the a enc . FOR: Description: Proposed Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 963069 Maintenance required; 450 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.O1/O1). • The EZflow units must be installed in accordance with the manufacturer's printed instructions, the plan approval and Comm 83, Wis. Adm. Code system sizing criteria. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. • 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" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81)" • The distribution pipes being inserted into the 4" corrugated pipe located in the EZflow product shall have one out of every five orifices installed at the 6 o'clock position. The remaining four orifices shall be installed at the 12 o'clock position. The lateral(s) shall slope back to the force main to ensure total drainage a8er every dose. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • Please see Lero Jans 's Inte retive Determination A royal Letter for additional site re ar 'o requirements. A cony of the letter is included with this approval. ~'. Cc3n~~%~rafzadly ELI M GOTTFRIED Page 2 6/24/04 • 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 private sewage system 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. • 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. • Comm 83.22(7) - 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. Owner Responsibilities: • 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 andior 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. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure,. or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Gerard M. Swim POWTS Plan Reviewer -Integrated Services (608}-789-7892, Mon. -Fri. 7:30 am to 4:15 pm j swim@commerce.state.wi.us Fee Required $ 1.75.00 Fee. Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 ., GOTTFRIED ENVIRONMENTAL t~'~ic~ 124-I/2 Graham Ave., P.O. Box 1645 Eau Claire, Wisconsin 54702-1645 ~~ phone: 715-833-1400; fax: 715-833-1381; email: elicstma;c~te.~ S~c~~~~j,..l„~~~ June 6, 2004 To whom it may concern: Attached please find the mound design for the Albu 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. O1/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, ~~ /Uti C~~ *~ GF nn ~~ O v~ `y;• °~s ~~'I Eli M. Gottfried Registered Sanitarian, CSTM, Licensed Designer Private Sewage System Plan Index/Checklist Plan ID#: NA Owner's Name: Lydia Albu Legal Description: Address: NW NE 21 28 16, lot 3 c(o Boldt's Plumbing and Heating, Dale Hudson, 820 Main Street, Baldwin, WI. 54002 City/Village/Town: County: Eau Galle St. Croix ~~ Page # Included '~8e copies I of 9 xxxx Site lay-out 2 of 9 xxxx Mound Cross-section 2b of 9 xxxx Diversion Trench 3 of 9 xxxx Lateral lay-out 4a of 9 xxxx Tank Cross section - 4b of 9 xxxx Additional Specs 5 of 9 xxxx Pump Curve 6a of 9 xxxx Soil and Site Evaluation bb of 9 xxxx Soil and site Evaluation 7 of 9 xxxx Plot plan 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/O1) and the Pressure Distribution Manual for POWTS (SBD-10706-P) (ROl/O1) Plumber/Designer Credential # Eli M. Gottfried 240410 Address City St. "Lip 124-112 Graham Av Eau Claire WI 54701 Signature Comments/Special Instructions Return by Mail ^ Fax Letter to County/ Submitter Fax number: ^ Call for Pick-up ^ Other •~w1DGL11«I~~ .•' SON '• ~~~ ... o~ • ELI M.. ~' •: * ~' GOT('FRIED No. 1310 Signature • ~` ~ ' re+ . D~eG ~~y`-'--d 1 • •~ ~~~unnn~• For Office Use Oniy ~ w.. ` pEPARTME FETY AND BUILDINGS p1VIS!ON ~ ~ NpENCE SEE GORRES Additions: 8 of 9 -Management Plan 9 of 9 -Management Plan Attachments: 1) Application 2) Soil and Site n 3) Plot Plan 4) fee r , ,--- - - - -- - - - - -I ~ ~ a~ ~~ m ~ °~ m ~ c = ~ ~ ~ ~ o U ~~ ~ N~~ a~ ~ M ~ O x U C y0., ~ ~ !]. X O O N ~ ~ _ ~ U L ~' Q' ~ N m (~ Q ~~ Q~ N Q U C~ Q- O N ~ ~ ~ ~ N ~ N ~ r ~ O II Q" ~7 ~ C ~ N ~ QO Q ~ ~.~"' ~ O O C ~ V ~ O~ O N~ sZ a' ~ -p O O O~ ~~ O O C O-N~ N'~ O Ica ~N O ~~ ~ ~. O ~ ~... Z+ QO 00 ~ L M O W N ~' _ ?~ C N ~ ~`-(fl ~~ ~ ~ N OM ~ Cnc~J~ ~ ~ ~ ~ O p ca ~ ~ ~ Q- X O ~ '~ N ~ O ~ O N, E~~ u~~i~U iri ~ c ~°~ chi 00 ~ U N ~NlA ~lL'p+-' ~ M (6 ~ U' O O ~ ~ Z~ ~ O W ~~ O ~ ~ ~ i ~ ~ = m ~ ~ t 1 m ~ ~ ~ ~ ~ ~ ~ (E ~(0 O N N (1f r )M ~M ~ ~ QZW ~ U~oOmti 1 ~ O ~ O N O ~ O ~ O _ - - - - _ O i ~ ~ ~ N ~' - - -0- - - - - _ e _ CO O _ _ N O Q ~ ~~ ~ ~ M ~ ~ ~ O -- ------ t1~ Q. ~ ~~0~~ ~ ~ ~ ~ ~ ~p ~ ~ N °`s Qie-~ ~ p O .r ~- - -- 1~. rO ~ O O s= L2 --- ---- ---- -- - - - ~'0 O {1 U t ~~~ ~ C N C O • L O ~ = I I ~ _- N O Z v ~' ~ o ~ Q C C1, o0 ~ N H p q .p b is U y o N c 'b ~ ~ ~ v~ c ~ .~ ' d ° rx o .ti '' = • - '~ v o „ x W o c 0 ~ Q Q N ~ w ~ ~ ~ ~ iO C7 a] W U (~ v~ -~ i 1 I I I I I I 1 I \ N C ~ O O O ~ O O ~ ~ O ~ O N t"". C II O ~ O ~'' O ~ II W m ~{ 1 ' ~ GOTTFRIEl~ ENVIRONMENTAL For: Albu ~ ~ Date: June 4, 2004; Revised 23 June 2004 ' NOT TO SCALE ~ K L -~ - - I~ .a ~ ° A is ow ~r ~r ~ force main observation pipe distribution pipe observation pipe EZFIow unit approved synthetic fabric 6" topsoil ASTM-C33 FI G medium sand- - - - - - - - - - ® F E D tilled area rade maximum slope: 6% Dimensions: (feet) Loading rate in ASTM C-33 sand = 1.0 gpd/sgft.; 450 gpd / 1.0 = 450 sgft. A = 4.0' B = 120', divided into 60 feet lengths (6 sections) on either side of the manifold Model numbers: EZ1203H - 12 sections = 360 sf; EZ0601A - 24 sections = 120 sf; Total sf = 480 sf K = 13.89' ''"-~ L = 142.78' J = 10.17 -based on a 3:1 slope I = 30.36' -based on 5:1 slope W = 44.53' D = 2.50' = 30 inches sand fill E = 2.75' = 33 inches sand fill F = 1.00' G = 0.5' H = 1.0' Basal Loading Rate: 450 /((120)(34.36)) = 0.11; Linear Loading Rate: 4.00 See additional information on up-slope sizing and diversion ditch -page 2b of 9 p. 2 of 9 GOTTFRIED ENY'IRONMENTAL c / 16 Gradientto blend into i natural landscape S T W X B DIVERSION DITCH DETAIL A=1ft. B=Sft. C = 144 ft. D = 1 ft. 5:1 slope ali around ditch except stormwater outlet from ditch. Stormwaterto be diverted around south end of mound soil absorption system. B II -~ A- Y B B Grade Elevations: Trench Elevations: 5= 107.46 ft. 5= 105.21ft.,A=1.Oft,B=6.25ft,D=1.25 ft. T = 107.46 ft. T = 105.46 ft. W = 107.46 ft. W = 105.71 ft. X = 107.46 ft. X = 105.96 ft. Y = 107.46 ft Y = 106.21 ft. Z= 107.46 ft. Z= 106.46ft.,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 1.25 feet = 15 inches. Page 2b of 9 GOTTFRIED EN~IRONMENTA~ PIPE LAY-OUT NOT TO SCALE Endcap TO SIDEWALL z Q v p ENDCAP o:l TO ENDWALL ~ Tom, X/2 X "X" SPACES MUST BE EQUALLY SPACED. "Y" SPACE IS VARIABLE AS NOTED ON PLAN. ALL HOLES MUST POINT DOWN. LAST HOLE MUST BE NEAR ENDCAP. access cover For: Albu Date: June 4, 2004; Revised 23 June 2004 Hole density per cell = <12sgft.; 450sgft / 12 sgft /hole = 37.5 holes. Proposed holes = 22 per pipe. D'+stance from manifold to last hole = 58.5 feet = 702 inches. EZFIow length = 60 ft. = 720 inches P (ft) = 62 ft to turnup from manifold. Last hole is 24 inches inside of EZFIow on end before turn-up. First hole is 15.625 (15-5/16 inches) inches from manifold. X (in) = 32.5625" = 32-9/16" Y (in) = 32-9/16" -distance from last hole to next to last hole hole dia (in) = 3/16; q = 11.79*d(exp2)*2.5(expl/2) = 0.655 lateral dia (in) = 1-1/2; manifold dia (in) = 2 force main dia (in) = 2; # holes/pipe = ~ 22 invert elev of laterals (ft) =109.46' force main length (ft) = 120' max. GPM = 28.82 friction (ft)= 2.03 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 (RO1lO1) and the Pressure Distribution Manual for POWTS SBD-10706-P (RO1/O1) pipe end view Page 3 of 9 GOTTFRIED ENVIRONMENTAL vent pipe 6 in. minimum 18 in. mimimum baffle water tight seals Zabel fil er 3" of bedding under tank For: Albu; date: June 4, 2004; Revised 23 June 2004 SEE FOLLOWING PAGE (PAGE 4b OF 5) FOR ADDITIONAL NOTES Internal dim length: 147" width: 67" liq. dep: 42" Pump: Goulds Model: WE03M Switch: Manual Tank Manufacturer: Huffcutt Tank Size (gallons) 1000/600 nominal; Actual capacity of dose chamber = 627 gallons Gallons per inch: 14.93 Alarm Manufacturer: SJ Electro Model Number: Tank Alert I Switch type: mercury Minimum Discharge Rate (gpm): 28.82 Sx's void volume = 0.092 * 2 * 58.5 *5 = 53.82 Force main void volume = 120 * 0.164 = 19.68 Code calls for dose to be < 20% of Daily Wastewater Flow & > Sx's the void vol of the laterals =between 53.82 and 90 gallons. Dose: 75 gallons; Doses per day: -6 (including 19.68 gallon void from force main). junction bo vent cap t2 in. rttin ,conduit minimum _ / i ', I Quick Disconnect t~ ~ i i outlet A ~ ~~I 1 I ~. ~ - alarm B ~ - ~ ~ on tf4" a hole t I - 1 J °ff pump D conaete block Capacities: Depth inches gallons A 20.97 313.12 B 2 29.86 C 5.02 75.00 D 14 209.02 Bottom of pump tank = 94.16' Elev of pump = 95.58' Elevation of laterals = 109.46' Vertical dif. between pump off and dist. pipe: 13.88 ft Minimum network supply pressure: 1.3 x 2.5 = 3.25 ft. 120 ft. Force main =friction : 2.03ft. Total dynamic head: 19.16 ft. OUTLET SIDE OF SEPTIC TANK MUST BE EQUIPPED WITH ZABEL FILTER, MODEL A100 DRUM 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. Page 4 of 9 Page of 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 c~~emicals 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 pertormance 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) Fllter should be inspected periodically throughout the year; 2) For new construction, the tank(s) should be pumped prior to occupancy. Filter should be inspected for latex paint contamination if affl~ innf Icval hac roarharl the la~tal nf~h~fltar nrinr fin nrr•i ~n nrv POWTS INSTALLER Name Boldt`s Plumbing Phone 715-684-3378 POWTS MAINTAINER Name Eli Gottfried Phone 715-833-1400 SEPTAGE SERVICING OPERATOR PUMPER) Name Phone LOCAL REGULATORY AUTHORITY Name St Croix County Phone 715-386-4680 ~ ELI M GOTTFRIED Page 2 6!1104 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 stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Leroy G. Jansky, Wastewater Specialist Integrated Services Bureau (715)726-2544 Voice 1 j ansky@c ommerce. state.wi.us Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Boldts Plumbing and Heating Inc Leroy G Jansky, Wastewater Specialist, (715) 726-2544 e~ -` commerce.wi.gov isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601-1831 rDD #: ~soa~ 2s4-arr~ www.commerce.state.wi.us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles. Secretary June O1, 2004 OUST ID No. 42258 ELI M GOTTFRIED GOTTFRIED ENVIRONMENTAL 124 1/2 GRAHAM AVE PO BOX 1645 EAU CLAIRE WI 54702-1645 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/01/2006 SITE: Lydia Albu Town of Eau Galle, St Croix County NW 1/4, NE 1/4, 521, T28N, R16 Lot: 3, CSM Vol. 16, Page 4386 Identification Numbers \ Transaction ID No. 998298 Site 1D No. 683529 Please refer to both identification numbers;. above, in all correspondence with the aR~n~, FOR: Object oil Saturation Determina ' Regulated Object ID No.: 958137 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to Comm 85.60 (2), Wis. Adm. Code to estimate the depth to seasonal soil saturation based on an interpretative determination. This approval and determination negates the requirement in Com 85.30 (2) (b), Wis. Adm. Code to designate the ground surface as the highest level of saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. At least 30 inches of sand lift on top of a 6 inches minimum of unsaturated in-situ soil for adequate treatment and dispersal is required. 3.. .The basal soil application rate shall be 0.2 gpd/fi^2, and the linear loading rate 4.0 gpd/foot. 4. Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum that is weakly structured and slowly permeable. 5. Landscaping up slope of the mound shall be incorporated into the mound design to divert surface water drainage around the mound system. System side slopes shall be at least 4:1 to help prevent surface water from ponding immediately up slope of the mound. 6. A constructed waterway shall be built up slope of the mound structure to divert overland and near subsurface flow away from the mound system site. 7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change of if saturated conditions were observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 9. A copy of this approval letter and attachments must accompany the mound system plans for this site. ELI M GOTTFRIED Page 2 6/1/04 ~~ 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 may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, /~-. Leroy G. Ja @, Wastewater Speci ist Integrated Services Bureau (715)7Z6-2544 Voice ljansky@commerce. state. wi.us Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 WiSMART code: 7b33 cc: Boldts Plumbing and Heating Inc Leroy G Jansky, Wastewater Specialist, (715) 726-2544 ,~ R GOTTFRIED ENVIRONMENTAL 124 Graham Ave., Eau Claire, WI 54701; 715-833-1400 telephone: 715-833-1400; fax: 715-833-1381; email: elicstm(a,sbcglobal.net INTERPRETATIVE REPORT May 6, 2004 t 9 9 ~ ~ ~ ~ Proper owner: Lydia Albu c/o Boldt's Plumbing and Heating 820 Main Street P.O.W.T.S. Baldwin, WI. 54002 Conditionally 715-684-3378 Attention: Dale Hudson Legal Description lot 3, NW NE 21 28 16W Eau Galle, St. Croix County ,APPROVED DEPARTMENT OF COMMERCE DIVIS~ N OF SAFETY AND BUI INGS E COR~ESPOND~NCE INTRODUCTION On 22 April 2004, a soil test and evaluation was conducted by this soil tester on the property described above. The soil test was done in response to a request by the plumbing contractor, Dale Hudson of Boldt's Plumbing and Heating, as part of the development of this parcel for a residence. RATIONAL~FOR THE INTERPRETIVE REPORT High and low chroma features in the soil as compared with matrix soil colors are considered as indicators of seasonal saturation in the State of Wisconsin. Department of Commerce Comm 81.01 (118) states: "High groundwater" means zones of soil saturation which include perched water tables, shallow regional groundwater tables or aquifers, or zones that are seasonally, periodically or permanently saturated. Comm 81.01 (119) further defines evidence of seasonal saturation in the soils: "High groundwater elevation" means the higher of either the elevation to which the soil is saturated when observed as a free water surface, or the elevation to which the soil has been seasonally or periodically saturated as indicated by the highest elevation of redoximorphic features in the soils. At least 36 inches of soil separation is required between the bottom of the soil absorption system and the redoximorphic soil features in most types of soils (Table 83.44-3, Department of Commerce). Where this does not exist, an above ground SAS must be constructed (i.e. mound or At-Grade). The initial determination of this site has found the site to be unsuitable for mound type septic systems (Soil Absorption System), as per WAC Comm 85.30(2)(a) and (b). This code section mandates that: 1. Redoximorphic features be used as an indicator of seasonal saturation in the soils. 2. Redoximorphic features appearing at depths of within 4 inches of the bottom of the A horizon shall be interpreted as seasonal saturation occurring at ground surface ("Unless determined otherwise..., the highest elevation of seasonal soil saturation shall be the ground surface where redoximorphic features are present within 4 inches of the bottom of the A horizon.") Although Comm 85.30(2)(b) mandates that redoximorphic features within 4 inches of the A horizon be interpreted as seasonal saturation to ground surface, Comm 85.60(2)(a) allows for an interpretive determination of the soil conditions and depth to seasonal saturation should this condition exist. This section states in part: "A written report by a certified soil tester evaluating and interpreting redoximorphic soil features ... may be submitted to the department in lieu of high groundwater determination data. The written report shall conclusively demonstrate that the existing soil morphological features or color patterns are not indicative of current conditions of periodic soil saturation." This is the basis for the current report. GEOLOGICAL H-STORY The soils observed on site suggest that the area has been influenced by glaciation. Soils appear to be loess (fine-textured, wind blown soil), underlain by glacial till. The subsurface formation in St. Croix County consists of the Prairie Du Chien Group (dolomite and sandy dolomite). Depth to bedrock ranges from 0 - 15 meters (Brown, B.A. (1988)). This formation is of Ordovician origin (Paleozoic era 425 mya). Dolomite appears to have been laid during the early Ordovician period, while the sandstone was laid during the late part of the period (Paull, R.K. and Paull, R.A. (1977)). Glaciation of St. Croix County occurred many times during the history of the earth, although the most recent glaciation, during the Pleistocene epoch (approximately 1 million to 10,000 years before present), is the most apparent. There were several stages of glacial advance, the most recent being the Wisconsinan stage. This was the result of the advance of the Superior Lobe and, from this, the Chippewa Lobe (Martin, L. (1965). The Physical Geology of Wisconsin. University of Wisconsin Press, Madison, Wisconsin). St. Croix County appears to be part of the geographical province of the Western Upland. As noted by Paull et al (Paull, R.K., R.A. Paull (1977) Geology of Wisconsin and Upper Michigan. Kendall /Hunt Publishing Company, Dubuque, IA), "The Paleozoic rocks ... are the retreating erosional edges of marine sediments that once extended across the Northern Highland.... Late Cambrian seas washed over the Precambrian erosional surface to deposit more than 1,000 feet of sandstone, with minor amounts of interbedded dolomite." 2 'r r The St. Croix River has its origin in the Northern Highlands and its resistant Precambrian rock. The loess deposits in St. Croix County appear to be the result of the westerly winds carrying fine textured soils easterly to the eastern bluffs of the river and beyond. The glacial till present as parent material in the subsoil of the Albu site is most likely the result of deposit from the Superior Lobe (Chippewa Lobe) material. Loess, present as soil of the Ap horizon, may be the result of the influence of the wind-blown fines of the St Croix River floodplain. DESCRIPTION OF THE SITE The parcel of land under investigation lays on lot 3 in the NE NW 21 28 16W Eau Galle, St. Croix County. The land is immediately south of 30th Avenue, approximately 0.3 miles west of County Trunk Highway BB. The lot occupies 352 feet of frontage along 30th Avenue and extends south from 30th Avenue approximately 1000 feet. The land consists of irregularly shaped rolling hills indicative of ground moraines. Slopes range from 2 to 6 percent. The site rises approximately forty feet in most areas and then decreases in elevation. Maximum height of the land surface is 1260 above MSL. Lowest elevation appears to be 1200 above MSL. The proposed mound site is located approximately 200 feet north of the south property line. The mound is sited on the highest elevation practical on the site, although the land continues to rise west of the west property line. Soils are composed of silt loam underlain by clay loam. Soils were evaluated down to a depth of approximately 25 inches. Soil survey maps for the area indicate that the taxonomic classification of soils on site are either Typic Glossoboralfs (Santiago series) or Glossaquic Hapludolfs (Vlasaty series). Both soil types are found on ground moraines. Both have silt loam sola. Santiago series soils are underlain by sandy loam. Vlasaty series soils are underlain by clay loam. See attached topographic map with approximate location of proposed Soil Absorption System. LOCAL HYDROLOGY As noted on the accompanying topographic map, the proposed dispersal site is situated on a gentle slope of approximately 6%. Drainageways exist (see soil survey map p. 86 attached), although they do not impact the proposed SAS site. Runoff presumably occurs off this site down to the drainageway. The site may be on a hydrologic divide. It appears to be centrally located between 2 rivers. The Eau Galle River lays approximately 3 miles to the east; the Rush River is approximately 3 miles to the west. Surface topography indicates that, with a few exceptions, this area is higher than surrounding land. The topographic maps consulted for this report do not indicate any wetland areas in the vicinity R of the proposed mound dispersal system. No naturally occurring areas of standing water were observed in the area of the proposed mound POWTS. SOIL MAPPING OF THE AREA Direct soil mapping of this area by this soil tester indicates that, taxonomically, this soil is an Aquic Glossoboralf or Glossaquic Hapludolf as noted above. Aquic Glossoboralfs have a boric temperature regime with elluvial and illuvial horizons which are saturated at some time during the year (as evidenced by the redoximorphic features). According to the St Croix County Soil Survey book, native vegetation for this area was primarily white pine, red oak, and sugar maple. According to the National Audubon Society Field Guide to North American Trees (Eastern Region), (copyright 1998, Chanticleer Press Inc., NY, NY), white pine grows in well-drained soils. Red Oak (also known as Scarlet Oak and Black Oak), grows in upland ridges and slopes. Sugar Maple grows in upland moist soils. All 3 types of trees therefore, appear to grow in well- drained or moderately well-drained soils. As noted in the CST Soil and Site Evaluation, clay loam and sandy clay loam was encountered in all pits in the vicinity of the proposed SAS. Depth to these layers varied from 8 to 10 inches. Redoximorphic features (an indication of seasonal saturation) were encountered at a113 evaluation points immediately below the Ap horizon. These features first appeared as faint structures and then increased in intensity and concentration in the lower horizons. SIGNIFICANCE OF REPORTED SOIL COND-TIONS AND SURFACE WATER FLOW General surface water flow in the area appear to be primarily vertical for the first 6 inches as a result of the relatively permeable upper horizons. Permeability is moderately slow in the subsoil and is most likely perching above the dense sandy clay loam subsoil. Soil structure may have been impacted as a result of extensive cultivation of these sites, although moderate structure is present in the Ap horizon (2mgr). Aeration of the upper horizon is evidenced by the presence of roots as well as 1 f worm channels. The effects of compaction may be present in the Bt horizon. Soil colors as noted by this soil tester were l OYR 3/2 from 0-8". This dark, grayish brown color is darker than the gleyed colors one would associate with a more aquic condition. At the same time, it is lighter (i.e. has a higher value) than more organic, and more acidic, soils present under histic soil conditions. This suggests that water movement does occur through the topsoil. The lack of redoximorphic features in this layer suggests that the soils are not saturated for more than 7 consecutive days. In addition, the lack of prominent redoximorphic features in the bottom of the A horizon indicates that saturation for an extended period of time is not significant. Although water movement apparently occurs through the topsoil, there is concern that the weak structure in the lower horizons may result in perching conditions. Also present in the lower horizons are prominent redoximorphic features, suggesting saturated soil conditions for a significant period of time. These conditions can be addressed by decreasing the linear loading rate and basal loading rate on the in situ soil. 4 'S a No puddled or massive soils were observed in the area of the proposed SAS to a depth of 8 inches. However, dense, moist firm soils were present. This situation must be addressed in the overall design and construction of the dispersal cell. Close inspection of the Ap horizon did not indicate the presence of redoximorphic features in this horizon. This suggests that although there is not an A+4 situation, there is adequate depth in the A horizon (approximately 8 inches) to maintain a suitable distance between the bottom of the SAS and the limiting factor and thus to allow for the placement of a mound SAS as per code. 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 7 inches of the Ap horizon in any of the pits evaluated. The soils in this upper 7 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 7 inches (faint) and increasing in intensity (prominent) at lower depths. The faint redox concentrations may have been accompanied by redox depletions in the macropores 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 6%, suggesting that water, does move laterally away from the site. PROPOSALS This soil tester feels that mound systems on these sites would adequately provide effluent treatment and dispersal as long as the follows design conditions are implemented: 1. The construction of the soil absorption system must be in the area designated on the plot plan. 2. Areas lower in the landscape must not be used for a soil absorption system. 5 t L ~ L 3. The distribution cell must be designed very long and narrow with a linear loading rate less than 4.0 gpd/ft. This may limit the number of bedrooms and / or occupancy that can be serviced on the site. 4. At least 2.50 feet of ASTM C-33 sand must be used under the laterals. 5. Maximum hole spacing in laterals must be 30 inches and the hole density must be less than 6 holes per square foot. 6. Slopes around the mound must be 1:4 rather than the traditional 1:3 to increase the toe absorption area. 7. The area upslope of the proposed SAS must be provided with a constructed waterway to divert water around the mound. The purpose of the waterway will be to prevent water from being trapped in the mound. If you have any questions regarding this report, please feel free to contact me at the above address and/or telephone number. Sincerely, - ~~-- ~-, • !mot "~ ~-_~- Eli M. Gottfried Registered Sanitarian (80806), CST (221981), Licensed Designer (1310) 6 ,, REFERENCES 1. Brown, B.A. (1988) Bedrock Geology of Wisconsin (Brown 1988, University of Wisconsin -Extension 2. Martin, L. (1965). The Physical Geology of Wisconsin. University of Wisconsin Press, Madison, Wisconsin 3. Paull, R.K. and Paull, R.A. (1977) Geology of Wisconsin and Upper Michigan. Kendall/Hunt Publishing Company, Dubuque, IA. 4. National Audubon Society Field Guide to North American Trees (Eastern Region): (1998) Chanticleer Press Inc., NY, NY 5. Soil survey of St Croix County (1978). United States Dept of Agriculture Soil Conservation Service and Research Division of the College of Agriculture and Life Sciences, University of Wisconsin. 6. Vepraskas, M.J. (1996) Redoximorphic Features for Identi ping Aquic Conditions, Technical Bulletin 301. North Carolina Agricultural Research Service, North Carolina State University, Raleigh, North Carolina. 7 05/28/2004 09:17 17158331381 GOTTFRIED ENV PAGE 01 ., r and naz7;ow with a linear loading rate 3, 'f'he distribution cell must be desigxaed very long less than 4.0 gpd/~• This may limit the nuznbez of bedrooms and / ox occupancy that can be serviced on the site. 4. At least 2.50 feet of ,ASTM C-33 saxid imust be used ur-dex the laterals. 5. Nlaximuzxi hole spacing in laterals must be 30 inches and the hole dezasity must be less than 6 holes per square foot. 6. Slopes around the mound must be 1:4 rather thaxt the traditional 1:3 to incxease the toe absorption area. 7. The area upslope of the proposed S,AS must be p he waterway will be to preventewat ~to divert water around the mound. The purpose of froze being trapped in the mound. If you have any questions regarding this report, please feel free to contact me at the above address and/or telephone nurriber. Sincerely, Fli M. Gottfried peglstered Sanitarian (80806), CST (22198x), Licextsed pesignex (1310) ADDENDUM ,A, soil test had been conducted on this property prior to this most recent soil test and site assessment. The previous soil test had been. conducted by Adam Schuzztaker in 2002. At that time, Mr. Schuzx,aker had described the site as being suitable for a mound type septic system (>q+g"). pepth to the lizxtxtirtg factor, according to his report, was approxiznatety 16 inches below grade. A, subsequent evaluation by Mr. Shawn Bird in 2003 suggested that the soils ozz site may represent an A,+O situation. Mr. Bird's evaluation point is approximated on the accvrzrpatryirrg plot plan. (revised from a previous plot plan). Subsequent to Mr. Bird's evaluationz, Leroy Jazrsky, Wastewater Specialist for the state of Wisconsin, confirmed that the site was not suitable for a rzxound type septic systerzt due. to the lack of an A+4" situation. Mr. Jansky's report is dated 8 April 2003. Although the soils as reported here also do not meet the A+4" criteria, the present site location and soil evaluation is several feet above the location of tk~e evaluation point of 1vlr. Bird. The position in the landscape of the. present ztxound site and the Pact that water can drain from the site due to slope (5%}, indicates that a zzzouzNd would function adequately on this site. As noted in the 6 05/28/2004 09:17 17158331381 GOTTFRIED ENV PAGE 02 ~ w Y~ Y • ~ body of this report, no redox features were observed in the .A, horizon in tl~e area of the most . current soil test. The exact positions of Mr. Schuznaker's borings and pits is trot known. If Mr. Schunr~aker's observations were cozxect, it has not been confirmed by any subsequent soil evaluation. previous soil evaluations on the site in which redox features were observed in the ~°- horizon appear to have been conducted at lower ele haven etched for onger per~ods of timie.t have been as s~~nificant in these areas and sv water may P 1.. ~ m I~ ++r= U I~ c~ O d \~ ~ d \ ~\ ~.~ ~~ -Q~~~~ ~ ~~~,~~~ Cl3 C~ ~ ~ N i oQO Ir, ~ ~ l Q r- ...__ ~ ~ + ~ ~ ~p O ~ ~ ~~ M ~ ch ~ ~ ~ ` ,...,, .....~._.. ~, Q r` ~ N 'n \~ 1~„hF ~/ ^y4 1 ~ ~,'fI ~~ 3 ~ ~l `~ 1 k 1 l r rye F - A c o h~~ .se ~- a~ `~ ~ ;_ E cu ~ ~ v n C d ~ ~ '~ fC - m o ~ R ~ t~ .c ~ ~ ~ c o tU ~ ~ ~ ~ ~ rn O ~ n, a ~ ~ 11 11 ~,,. 11 ` c~ c~ W E .--, ~ ~ t 0 ~~ CA-C~ N M ~ N ~ O p ~ ` .~ ~p ~_...~ ~ ~ .v c N c c ~ ~ ~ g E cnN~ ~ ~ ~, a~i~?a~a w \ ~M ~ C ~ \ TN ~ J ~ ~~~ C G O llj ~ ~ . .. y ~ ~ a . Z ~ m , , 7 Z ' ~ .~ ` ~ N W ~ c i. o gmti -.,.1 ~~ ~ ,A .- .rte r: .. ~ ... .~.... ..-.. r M. ~ ti ~ ~ f R ~ Q ~ ~ t\~ , ~ O O -n ~ /V' -}` o~ ~, ~ ~ s H ~. ...._..~._.._.._.....____. Q Z :~"~' ~ (_l _ ~ ~4 s `~`w . _ ,..4~ .- ...-~~ . _ _.. ___ _ ~.....~~ _ ._._.w. _ _....__ .. ._ _..w._~. -- -__._._ _ ~__._ _ N ~ ~ O v ~ ~ ~ ~~ ~ ~ ~ b ~ ~ ~ a ~ ~ ~ n N 11 ~ °-'~ ~ 0 c ~ V .o CC ~s ~ ~ y 4> c o`' ~p .P ~ N y ^c V ~ v v~ o e ~ ~ v C7 'a ^~ ,. ~~ (7 F~ 41 V O VN 1~ i ~ ! N ". M ~I •... ~ o~ rn c R. o " p O N K'? ~ o~ rn c n O O ~' O ~ 11 w m 05/28/2004 09:17 17158331381 GOTTFRIED ENV _N l~ ~~ I~ ~ ~ ~ .~ U o ~.~~ o . r.. ~„ N c ~ ~~'~. ~ ~ ~ ~ ~ ~ ~ p Q,~ V ~7 ~ ~ ~ G..~ \ ~ asrav E _~ ~~ ~ 3 ~ ~ \ Q ~ C v ~ .~ ~ ~`" ~cc~y d lnc~iJ2 ~ GO ~' n ~l _ ~ o~ ~~ ~ r ..... •~., .. ~ •~,, N tk ti~a ~ . ~ ~'~~ *~~ , ~ ~ , ~ ~j i V W A; M~ { I d ~ ?< M 0. ~ O „f_, .._...._.. PAGE 03 r ' 4 C © I I ~ p ~ ~ '~ E ~ VJ :~. w V m t0 a cam 1a ~ c•N~° = '-- ~ ~ ~ e o_c O O E co a~ c 'gyp ~ ~ 1 o Q Q a Imo. + eh c7 w + ,~+ ~ ~ Ql r y ~l ~ ~ ~ ~ M '¢ ~ I al ~~ O p ro I I 1 ca C 'C7 L... ~ ~ x } rn N ~ C + 1 ~•c a~~U iri ~ c ~sr c^~ l ~ "~ ~ vN ~ M ~ N2 c ~ ~~(~ ~Cw~•~((~ I .~ ~~W ~~~o~~~ . ..~, i ~ . _. .. _ . _... .. .._.. _ ..._ I ... : _ ... ~ tip ~ .'((•~~~..ti. ~~' • u,, . ~ ;^ ~ti........~. ~~f!'~~~~ -~~~.. t • 1 O - t }-- 1 U , ~ ` ++~-• ` V 1 .~.. _...-_........a~ ..,.. N a ..,.. .___~___ ._.~ . _. N O _ ` N C? 'd ~~ ~ r ~ ~ o _ N N h ~ ~ V E ~i ~ ~ d a o ~ o ~~ ~, ~ - Q ~~ v ° ~ ~ U ~~ .. ~ u 3y ~e W ~ V li7 U /~ \~ +~ 0~0 I 'O c O ,~, C d ~~ .. ~•~ N O i 70r c u Q O_ 0 Q. ~' Q. ~ ~~ W m commerce.wi.gov isconsin Department of Commerce Date of Inspection: April 8, 2003 Project Name: Anderson Use: New -Residential Legal Description: NW-NE-21-28-16W Site Number: NA Subdivision: Lot 3 CSM V. 16 P. 4386 Municipality: Town of Eau Galle County: St. Croix Plan Transaction Number: NA Sanitary Permit Number: NA Wastewater Flow: 450-600 gpd Persons Present: S. Bird INSPECTION REPORT SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street Chippewa Falls, WI 54729 www. commerce.state.wi. us/sb (715) 726-2544 Plumber Name and Address: Certified Soil Tester Name and Address: Adam Schumaker, CST 253309 2113 80`h Street Somerset, WI 54025 Owner Name and Address: Germay Anderson 2321 55~h-Ave. Baldwin, WI 54002 This investigation was requested by Shaun Bird, a certified soil tester and licensed plumber, because of suitable soil discrepancies he noted during a visit to the site prior to bidding on a mound system installation. Mr. Bird felt that there was not suitable soil for an A+4 mound installation: Several hand constructed soil borings were constructed to verify sol conditions. One bore was recorded near CST BM#2 and in the approximate location of CST B-2. 00-05" 10YR 3/2 sil, 2mcr, mfr, cw. 05-10" 10YR 3/2 sil, 1 cpl, mfr, as. 10-16" 10YR 4/4 sil, 2mpl, mfr, cw, with f3f 10YR 5/6 and 5/2 rmfs. 16-20" 10YR 4/4 sicl, with cad 10YR 5/8 and 5/3 rmfs. The soil bring described is not suitable for a mound system since the estimated highest level of soil saturation is the ground surface pursuant to the requirements of Comm 85.30(2)(b), Wis. Adm. Code. Other soil borings had observed redoximorphic features in the A horizon, and may not be suitable for an interpretative determination in accordance with Comm 85.60(2), Wis. Adm. Code. Further, detailed evaluation needs to be conducted to show that the soil and site conditions can support a mound system based on the current design and code requirements. If there are any questions regarding this report, please contact me. Leroy G. Ja ky, Was ater S cialist Ljansky@co merce.s ate.wi.us E-mail 715/726-2544 Voice 715/726-2 49 Fax cc: ®County ^ Plumber ®CST ^ Owner ^ Other 03/29/04 MON 15:48 FAX ?15 386 4686 ST CRX CO ZONING •, c • ~ s peps nt of Cornmerca SOIL EVALUATION F7EPORT niviSibh of S9fely and 9ullding5 t~oo2 Page ~ of `~ In acxoroanoe m1n l;omm ao, ours. Aom...w~s -- - - County ~Q 1 X Attach Cpnplete site plan vn paper not Tess than 8 1!z x 71 inCt-es In size. Plan must include. but not limited to: vertical and bwizontal reference point (8M). direction and Pareet LD. percent 61ope. smile tx dimensions, norUt aaow. and location ami distance !o nearest road. Please print all in~vrrnaUon. Reviewed by pate Perswrsl inrorrr-t-tlon you provide In1Y be we4 -or ses Privacy tsw, a. t5.P4 (t) tm)). ~De1'tY Qva,er P operty Local' rY~ 1 f~Gr ~ ~ L Lvt /~~ 1/4 ~i(/lk/'1/4 S T ~~' N R Gj E (~) ~- PropMny/ ~~ ~ a unp Add~~ ~ ~(~~ 2 s z~~2 81ook tX 5ubd. Name or CSMai City State Zip Code. P ~ tir(;,Clt a>••...: []City ^ Vnage mown Nearest Road 1 w~ I ~--- ('~ N®w Construction Use: Residential / Number of bedrooms Code derived design flow rate y~ ~~: Q ~ _. GPO 0 Replaoetnent Public or oommeraal -Describe: Flood Plain elevation if appllpbla ~// ~"' 1t. parent rrtaterial r a d pscommendations: ~Y~'~ ~ P. ~ L V' ~~0 ~~ (ta rL-~ovtr t t e tl • ~ ~ ~ ~ ~LLL...V.....` JJJ' Ong ~ ~ Boring . ®Pit Ground suttACe etev. ~ ~~ it. DeRlh to limiting factor I, tn• goU Appligti0n Rate l tion dox Descri R Texture Structure Consistence Boundary Roots GP p/ft' Nprizon Depth in. or Dominant Co Munsell p e Du. Sz. Cont. Cobr Gr. Sz. Sh. ~Eife1 •~~ I U-IZ ~ ~+ -' Std ~ bk. m~tr c~ 1v~ . $ 3 t'2-~~ i'7-Z~ I ~ iUy 5 4 ~ CZP ~.S `4~`~ 5 ~ 1 5~1 ~mS4~ ZlrsbK rY1~cr m~ C - _~J . ~ ~ . Z eoring # L] Boring • / Pit Ground surface elev. ,~ (t. Depth to limiting (eCWr _ . r.~-- in• Sa'1 ApplipUOn Rate Morizon Depth Dominant Color Redox Oesuiption Texture Structure Consistence Boundary Roots GPp/ft= •Etfffl "EtT#2 in, Munsell Qu. SZ. Cont. Color Gr_ S>:. Sh. ~ ' ~ ~s trYP jv~' • 5 • ~' m ~ 0-~) lO ~ --• 5 r ~ Z l1 ~t ! r S ~ -- ~ ~ I mfr c ~ -- . ~ . ?~ lL1 5 ~ 2f~ ~ •5 r`y Iy 5 i 2 ~ m-~'r ..~. -- ~ . ~ rnh ~f 3 C~.- • Etlluont Ail = BQDs > 30 W 2Z0 mglL and TSS >30 < 1 SO mgll. id TSS ~ 30 mgll. CST Name (Please Prinq ~ .- Signature w~ CST Number Z53 3c>~? 5~hun-~c~lter r ~~ . ~ ~ Dale !;valuation Conduvted Telep tare Number Adorers ~ ~ ~'3. 4i~'th Cl ~v~w,n~-cad. r. ~t ~J1~.~i ;;w ~~+ ', r'" ~7lj }Ztf 7- ~/oU $' 03/28/04.. SON 16:49 FAX 715 386 4686 ~• ST CRX CO ZONING ~ 003 • ~ '~~. PfopeRy Owner !D. h dtl,iryc 0 ~ Parce11D # ` 6 ~ ~ - Q Boring _ 6onng # q~ . y0 ft. Depth to limiting factor ~ In. ® p;t Ground surface elev. (it)rizon Depth Dominant Color Redox Description Texture Swcture Consistence Bound; {n, iNunse4 tau. Sz. ConL Cplpr Gr. Si. 5h. 1 b-12 r.S - 3i I Zrr,Sbk nr-c~r ~ S Z ~Z-1tp ~~ 5I~' -~ S.1 ~ ~" c~ ~ ~,__~~, ~n..r•~I~I I''.2.Q ~.Syry ly 5 i 17_m k w~''r ...... ^ eor~ne Boring # Ground surface also, ft. Plt F{orizon Depth Dominant Color Rsdox OesGlp6on in. Munseli Qu. SZ. Gont Color Page _ Z of •3- , .~'`~~- Roots GPU~n• "Eff#1 •Eff#iZ ~v~ ~ 5 • S -~, . ~ • ~ $ -- . ~ ~ ~ DePili !0 Ilmiting f2Ctor in. SwcturB Consistence Boundary Gr. Sz. Sh. Boring # ^ t3oring ~ Q Plt Ground surface elev. ~„~ fi. i "Pfh to limiting factor in- HamZph Depth Dominant Color RedoX Deseriptioq Texture SUucture Consistence Boundary ln. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh~ •EtP~1 ~ 'S~ • Effluent #1 = 6DD6 > 30 , Y20 mglt. end TSS >30 ~ 150 rr19~ I 'Effluent #2 = BdDs < 30 n+glL and TSS < 30 mg1l. The Department of Co>zunerce a t mate fonnatrnlea a cuneact th rdepartment at1608-266-31ST o rTTX 608-2t64-8777.5e>:vices or need matertal ui an P ~ ssl~efwtR.o7roo- 03/28/04 MON 15:48 FAX 715 386 4686 ST CRX CO ZONING 1~j004 r ~ - ,,..- PAGE~OF,,,~ .~ NA E ~a~S.Q~ LOT#,1 L~~AL DFSCRIP'I14rI,15L.~ ~ ~11~,~~T ,~•N•B~•-~ E(or}`l~ SCAI.E~ I ~~ = y0 _..... . ,~ BM I ELEVATION ~ d BM 1 DESCRIPTION ~ ~~ ~~ J C, ~" Z ~' .---~- Blvi 2 IJ EVAx'ION 4'v .. BM 2 DESCRIPTION t =-----~---~..._.._.........__._....,~.GG Z Z--..... SYSTEM ELEVATION ae/~G `__ i SYSTEIvI TYPE MO V r10l ~ ~/~~ C i'YI CONTOUR EI.E'VATION ~q ~ i i k ~~~ e ~ ,. ~~ r~ \i ~~ ~'C ~' ~.,, ~, . P~ 03/29/04 MON 15:49 FAX 715 386 4686 r ., J ~ b ' ~ ST CRX CO ZONING /~ 69266 vU~ 76 _..PA~E...... µ388 -- ROISTER QF DY6AS ST, CN078 CO. , yI RECEIVfiD FOR RfiGORD x0-03-2002 9:80 AM CERT l F I ED SURVEY MAP PaG~FEE: Z~e"e~ LOCATED 1N THE AiW !/4 Q~ 7?IE NF !/4 AF SI;CTlgV P1. TYBNr R/8W„ TOWN Of EAU GALIE. ST, CROIx couNrY, WISCONSIN, . RNEFERENCEPlro THEE PATER STENE NORTH L 1NE OF T11E NE r~4, (ST, cRO-x COUNTY COOltOlNATE SYSTEM ), N ,/4 CORNER OF SECTION Z!, 1FwND =. ,Rqv PIPrl. , UNPLATrEO LAN4S ~~T ~ SMALL TRacr -_ N.. q V~ ra, r, eo' .~¢'•~~~-~ ~ SBB~PS' OO•f NOR1N L rNe ~ r,lE Nf +i4 are. D~• ~ 828. ~' W ~a•S1i65p 0e c~' a ~ AjI.JB~ a~ '~Nes•2ypO•W_ ~ _+ s41i ~ x..$..586. 18:30'F o $ 6A~Ga~eP9.68' ~ 1303, 80' ~ $II .G.~..M: w ..........._ . .~,Q~...~_ i•1 Hdl9C0 OW,VI NlCllly~Y~ ~ Jf7e~Cfc llN~._~V. T m ~~j$ xa..,..15 ~~~ LOT p ~ se ~~ x gI h . , ~ s. e~ acRES w ~ LOT 3 b ~ ~„ .PAfiE..41.4$ o h zae, 9e9 9a Fr, : 4 e. 3P ACRES - m y 6.41 AC. EXG. Ri'W "~ ° • ~ + .. r+ 37l,E47 SO. FT. y IR•N JT6 7' S6'9,a 2TB, p71 e0. FT. ~ e. Pe aC: EXC. ~ ~ ~ 188•~~. St RIOHT-Of-War ~ h, Q' ~ JtB. I £ £e $ ~ 339.6Jr So. Fr a~ ~ q: ~ ;* ~: Y4' AO' E 987., 90' _~ ~ 8 ~ ~ ~ -~ ~ ~ W: N ~ 3 x w- ro ~: ~d h m ~ fi,: . ~: ti v ~'' F- 'Q. ~: LOT 4 g ~ z n.: 19.59 ACRES g '~' W 944, 4~2 SO. FT. ; ~ i ~: a a 0 04Yr 28P 90. FT. r. n J P 3' w` o N89'le' op-w z X At~PRgVED N88°3P' Oi'"!Y 1308.66. w plmnnlna Zati~~ ~ o v~i m com~mteo W 8, ~ S01ltN L !NE Or• 7NE NW4Nf ~ OCT O 3 ZOO ~. ~ ..uMP..c4rr~'P..iIA.N.Q~ I ~ G I ~ ' ;tea!' ~~aIMO Milhln JOWy~ of 8 !/4 CORNER DF `,~e~•r.-;,.~.=^nci~~` -mow SURVEY NAlL ). .~ •, ~ J ~ 4~ LEGEND ' ~ r• s~-e ,:~ O 8ET , 0,0 X l4' lRON PIPE K+EleNlNC 1, t3L9s PER L rNEAq FOOT. w.~J '~ ~ • • FWND 3~4' lRON RE-BAR, ~j-~ ~••~~~,,,r :.!' .'A ® • FOUND 1' O.D. IRON PIPE, Q ~`" .M ~•,`*+ ! • „~~• R RECOgD DATA L~ e~ N4RK SURVEYINO O !90 300 600 OaTEO a+\.~ ZOO'Z SHEET i OF 2 ~~"~'? '~"~,0+~ ?ODl080 7NlS 1NSTRUlIENT DRAFlfO 9r J1N Mf8£R Vo1,16 Pscje 4386 C~ 005 -T..a .~___ .-~. _ __ -- ------ ~; ~ f ~ II .: r f I z~ ~ 223 ~, ~------.~ . ~ .~- ~.~` , yam. ~~ ~~ ~ ~Q ~ ~-~--' f _~ .~ ~~ ~~ ~ ~ ~ 4 !'~~ '.~~ ... f ~ '~-~~ ~/ ~''ti.~-~""".~ 1 ~~tijt 't `.J _. __ ~~ ti 0 0,1 0,2 0.3 0.4 0.5 k~a ~ A A_1 A_? A_3 A_C A_5 mi ,il ' Nlit~lBtR 86 ~~ ~~ RgC2 Y~C, ~~ ._A t T~3FA ~ t.~ ' BB ~ t ~~ ~ ~ ~ ~ ~ . ~ ~ ~ 7 -' ~ CoD2 ~ Sa$.L~ i . ` - ~~ A OB ~~~ ~ ~ . ~ Y V 2~1a ~ r ,{ 9 .. G`I~ ~ ~ ... ~ '~~ Y ~ ~ a r 1~g~ '' t ~ f ~ y . ~ ; r _T t " ~ f+3 R . '."`". S~10 •. A7 ~ s~ r, t ~, .t ~, ~ a 4 ~' ~ ~~{ ~ tt. Vag ~... _ < i,~~~- .; ~~ ~. vvv z~ ~ HaA ~/~ ~'~ V FbB F'oB ~~ e ~+ ~ s ,Jf. . F<SA v .c: ?- $ _ w ,~a~ ~ ~~ S ~ ;f~ A ~ ~ ` ' ~. Sr~t ~'.' u5rA :.. ~ ~ GvA ~ A ~ ~ o~ (~i ~~ ~ ~~ ", ~ T' a sr~ ' VaC~~ 'Val _ SaC~ b ~>3G2 r- ~ ~ ~,. rr.:; ` :~Y' j t S~aB SrA r~ .~~ _ .. grA ~ # ~ " ~ }~a- YaB a .~~ CoD2 h xa ~ ~t ~ ~ SrA ~i ~ ~ {. +~ ~ r. 9- 4E ~Vd~~. ~ SaCl k S2B \ ~ ~ Sa * i~ 6^ ~' ` ~ ~ ri~2 4aH ~ ~~ ' °D w ~ p _ ,. ~ v.~B ~ a8 ~ . Sr L ~ N ' N{2B - ' V~ A q . . Rf ~ ~ o ~~ ~ ~ ~ ~ ~~ t, ~" ~` ~ , 7 . ~r~ a Rh~S~ * ~~ ii}3~ f p`~~ ~ '~Cea '. ~ ~~`rq ~ T :.. ~ - ~ v 'ty ~\ ~ ~ - ~ y Sa8 dA ~ v B ~ ~ ~ a ~, ~ : Yd$ G•y ` ¢ RPri4 ` S ~ ~~ '' ~ Z ~i ~ A ~~ ~ 1 .;r, P SrA . AmB ~ ~~ . ~~ ' ` ~ ~ .~ W Ui~ FFlB ~a C~ 3y6 `~ - g S8G2 e? ~ Sau ~ , ~, ~ ~ ~- ~ S?~C2 cc~_ AA ~~ ~ AmpJ ~ ~ ~~ti y~,~ la~cc2 v~g~ ' FoC3 P ~ -~-- ~ dA~ ~ ~ 1 ~a6 Va6 SaC2 ' :~ ReC2 \ N ~ / ~,,, 0. } ~ dA HaA AmD2 Q 1 ~SrA r $aB_ S8G2 + m / - >, ~'S l~/,iscon;in Departtt~ent 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 !h x 11 inches in size. Plan must include, but County Saint Crolx 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 1D # 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 xm)). Properly owner: Property location Lydia Albu c/o Dale Hudson, Boldt's Plumbing and Heating Gov't lot: NW 1/4 NE 1/4 S21 T28N, Rib E (or,~W Property owner's mailing address: Lot ~ Block a sabd. dame or csn-1d 820 Main Street 3 NA NA - 8.52 Acres City /State /I.ip Code Phone number: city Village own Nearest Road Baldwin / W 1 / 54002 715-684-3378 Eau Galle 30`h Avenue ~ New Construction Use ~ Residential/Number of bedrooms 3 Addition to existing building: NA ^ Replacement ^ Public or commercial -describe Code Design Flow Rate: 450 gal/day/ftsq Parent Material: Glacial till General Comments and Recommendations: Soils are somewhat poorly drained Hapludalfs underlain by glacial till. Redox features are the result of perching above the dense till layer. Along narrow mound SAS is recommended for this site (gravel area = 4 ft x 112.5 ft) with 2.50 feet of sand fill). Pits are hand-dug with spade and shovel. Due to the shallow depth to seasonal saturation, an aerobic treatment system is highly recommended. French drain or other type of water diversion is also strongly recommended up slope of the mound. See plot plan. SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FT2 Pit I Eff#1 Eff#2 Ap 0 -10 l OYR 3/3 NA sil 2mgr mfr aw 2f 0.6 0.8 Ground Elev (ft.) Btl 10-17 l OYR 4/3 fl f 7.SYR S/6 sil w c lmpl mfr aw if 0.4 0.6 108.46 Bt2 17-21 lOYR 4/4 m2d 7.SYR S/8 sicl lfsbk mfr as NA 0.2 0.3 Depth to limiting C 21-26 7.SYR 4/4 mad 7.SYR S/8 scl massive f t or- ac in. 0 Remarks: Btl horizon -small areas of clay bridging, worm channels; Bt2 horizon -large amt of clay, 5% gravel Boring # Ap 0 - 8 l OYR 3/3 NA sil 2fgr mfr aw 2f 0.6 0.8 Pit 2 Btl 8 -13 7.SYR 4/3 f2f 7.SYR 5/6 sil w c imsbk mfr aw if 0.4 0.6 Ground Bt2 13-19 7.SYR 4/4 m2d 7.SYR S/8 sicl ]msbk mfr as NA 0.2 0.3 Elev (ft.) 105.46 ~ C ~ 19-25 ~ 7.SYR 5/4 ~ m3p 7.SYR 5/8 ~ scl ~ massive Depth to limiting factor- in. 0 Btl horizon -small areas of clay bridging, worm channels, C - 5% gravel. CST Name: Eli M. Gottfried, Gottfried Environmental Signature: ~,~ d~c ~ 'Tel. No. 715-833-1400 Address: 124-1/2 Graham Ave. Eau Claire, WI. 54701 Date: 22 Apri12004 CST # 221981 • , r SOIL DE$CRIPTI,ON REPORT Property owner ~ Anderson Parcel LD# Boring ~# Pit 3 Horizon Depth in. Dominant Munsell Color Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roos Soil Application Rate GPD/FTZ Eff#t Eff#2 Ap 0 - 7 l OYR 3/3 NA sil 2mgr mfr aw 2f 0.6 0.8 Ground Elev (ft.) Btl 7 -13 lOYR 4/3 f3f 7.SYR 5/6 sil w c lmpl mfr aw ]f 0.5 0.8 106.46 Bt2 13-18 lOYR 4/4 m2d 7.SYR 5/8 sicl lfsbk mfr gw if 0.2 0.3 Depth to limiting C 18-25 7.SYR 4/4 m2p 7.SYR 5/8 scl massive factor- in. 0 Remarks: Btl horizon -small areas of clay bridging, worm channels; Bt2 large amt of clay + 5% gravel; C -high and low chroma redox. Boring # Ground Elev (ft.) llepth to limiting factor- in. Boring # Ground Elev (ft.) Depth to limiting factor-in. Remarks: Boring # Ground Elev (ft.) Depth to limiting factor- in. .~. v~ r c a~ ~ .~ m 3~ m ~ = o' V ~,~\ ~ _ ~ o ~ ~ ° .~. _ ~ ~~ N O X .U ~ fB E OL p ~ ..a _ O N~ ~ ~ ~ U~ fl. X ~ N ~ ~ Q ~ t6 Q U ~ ~ O ~ O N O ~ ~ ~ y ~ ~ ~ U ~ ~ O O ~ E O O Q ~O ~ ~ ~ ~ ~ N ~ ~ d ~ ~ ~ ~ O~ Q~~ ~ U (0 O O•~ 'ON ~ ~-~N.2 C~M ~-~ ° m~ o°o rn u N Jz~ ~mW~ 3~ O i ~ ~•~ ~y ~ o°~ rn~ 4zw •E c~i~aNOmti NCO O ~ > Q- C O CnMJ~I O ~ (0 C ca ~ O ~ •N ~ U 00 ~ L N O ~ O i U ~ O ~ O ~ i c3 ~m 'a N O ~ 4 M tnM O ~ CO `._~ N ~ O I --- .- ~ ..~ O ~ \~ o __------- - - -- ---, ~~ N ~~ % -o-- -----_g_~ NCO O ~ - - N O ; ~~ __~_ ~ Ca - O ~ "~ ~ L M O/ ~ ~~~ / cp ~'~-; ` ~co / ~ ~ fl- O So ~ ~~ ~t ~\ yi ~ ~~• ~ Q-O ~~ O ~~ ..-- s r o U C N L O . ` 2 _~ ~ r ~ O ai z ~ U N ~ { i~ Y~.~ ' • ~ . L ~ ~ I-~ ~..~ ~ a b y U ~ ~ ~ V) ~ ~ ~ ~ ~ ~ ~ '-- ~ -o ~ O ~ O ~ w W ~ ~ ~ i~ ~ Q ~ ~ ~ Q N _ ~ ~ r-+ ~ N N O •.••~ > •^~ cad C7 W W U ~1 ~-- \~ O T bap J_ W N ch C Q N O Q O L C O O O O ~ O r c n 0 0 o O ~~ W m GOTTFRIE~ 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!h•,execpc.com June 6, 2004 To whom it may concern: Attached please find the mound design for the Albu 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/Ol) and the Pressure Distribution Manual for POWTS - SBD-10706 (R. O 1 /01); Z) 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 Private Sewage System Plan Index/Checklist Plan ID#: NA Owner's Name: Lydia Albu Legal Description: Address: NW NE 21 28 16, lot 3 c/o Boldt's Plumbing and Heating, Dale Hudson, 820 Main Street, Baldwin, WI. 54002 City/Village/Town: County: Eau Galle St. Croix Page # Included Three copies 1 of 9 xxxx Site lay-out 2 of 9 xxxx Mound Cross-section 2b of 9 xxxx Diversion Trench 3 of 9 xxxx Lateral lay-out 4a of 9 xxxx Tank Cross section - 46 of 9 xxxx Additional Specs 5 of 9 xxxx Pump Curve 6a of 9 xxxx Soil and Site Evaluation 6b of 9 xxxx Soil and site Evaluation 7 of 9 xxxx Plot plan Comments/Special Instructions Return by Mail ^ Fax Letter to County/ Submitter Fax number: Call for Pick-up ^ Other I, the undersigned, hereby certify that the plans and specitications 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 EfOuent for POWTS (SBD - 10691- P) (R.O1/Ol) and the Pressure Distribution Manual for POWTS (SBD-10706-P) (ROl/01) Plumber/Designer Credential # Eli M. Gottfried 240410 Address City St. Zip 124-1/2 Graham Av Eau Claire WI 54701 i Signature Additions: 8 of 9 -Management Plan 9 of 9 -Management Plan Seal Signature For Office Use Only Attachments: 1) Application 2) Soil and Site n 3) Plot Plan 4) fee r _~ m ~ _ a~ ~ iu m 3 °~ m ~ c = _ ~ ~n .-. o H U ~ ~ ~ ~ ~ ~ "-' N ~ O ~ i - ~ N • O O ~ E ~ ~ C ~ ~ O ~ C M ~ O X U O~ ~ -O Q X O O O O V L O~ ~~ Q~ ~ Q U m~ Q O N ~ ~ ~ ~ N ~ ~ 3 ~ ~_• E _O N Q ~p ~ ~ "O s ~ ~~ ~ ~ Q._ ... ~ O O O `~ U (q O O O O ~ N U 0 0~ ~ N O ~ O (Q ~ N O~ N +_~ ~U~~ti QOOO II L M U II ~ ~ ~ ~ O ~ ~ ~, O ~ ~~ ~ m p Ur N ~ 2 O C4 N~> Q- C O Q.. ~ C (~MJ~ N ~ ~ O p (6 ~ ~ ~ X ~ ~ N ~ OOD N ~ (~oOC..) ~ ~ ~ NCO M O ~ O N ~N(n La ~~ ~ _ ~ ~ ~ ~ 'ON ~ ~'~~.2 O~M O ~~ C ' ~ ~ JZ~ ~mW2 3C0 ~ O i ~ ~ N O 'O to lm~~ ~ ~ ~ ~~ N •tD O td~y N~ ~M tnM ~ r- QZW ~ U~tlOmf~ ~ ~ o ~ O N ~ `~ ~ ~~ ' ~\ O N ~ Q ~ ~ ~ C4 ~~ ~ ~ .Q ~ xo ~ ~ ° - ------,\ ~r, cv ~• n O ~ O 0 ~ S ~ O ~ , L. N r- °' o c n - - - - - - - - - •o ~ o n v `~~°" $ c c 0 . ` o `a I I -_ r f-- Z v ~ ~ o Q ~ ~ ~ a C `n N ~ bD 'p ~ U ~ ~ 'b ~ ~ N C ~ y N o ~ o b ~ o ~ ~ r ~ w W ~ c ~ ~ o. Q b ~ C7 ~ ~ Q N tom.. N W~" ~ ~ C N ~ 7 ~ 00 \ c7 w w v Q v~~ ~ 0 0 ~ ~o °O `- Z o ~ o ~~ c u o ~ O O II W m i~ i I I I I ~I I 1 I I i y '~• i OOTTFRIED ENY'~RONMENTAL For: Albu Date: June 4, 2004 NOT TO SCALE K L f A I EEZFIIo~v urt W ~ PPe apFx[rred syrthetic fabric 5' topsoil AS'TM{,33 H - - - G - \ rr>e3tm sand- - - - - - - _ - - - - \`` ® F E D 't> ~'~ ~~ . .. tilled area maximum slope: 6% Dimensions: (feet) Loading rate in ASTM C-33 sand = 1.0 gpd/sgft.; 450 gpd / 1.0 = 450 sgft. A = 4.0 B = 112.5 K = 13.89 L = 140.28 J = T$:~7 -based on a~:l slope I = 30.36 -based on 5:1 slope W = 4$.53 D = 2.50 = 30 inches sand fill E = 2.75 = 33 inches sand fill F = 1.00 G = 0.5 H = 1.0 Basal Loading Rate: 450 /((112.5)(34.36)) = 0.12; Linear Loading Rate: 4.00 See additional information on np-slope sizing and diversion ditch -page 2b of 9 Page 2 of 9 GOTTFRIED ENVIRONMENTAL c Gradient to blend into - naturallandscape S B T B W T X Y ~I B DIVERSION DITCH DETAIL A=1ft. B=Sft. C = 144 ft. D=1ft. 5:1 slope all around ditch except storm water outlet from ditch. Stormwaterto be diverted around south end of mound soil absorption system. g A'- Grade Elevations: Trench Elevations: 5= 107.46 ft. 5= 105.21ft.,A=1.Oft,B=6.25ft,D=1.25ft. T = 107.46 ft. T = 105.46 ft. W = 107.46 ft. W = 105.71 ft. X = 107.46 ft. X = 105.96 ft. Y = 107.46 ft Y = 106.21 ft. Z= 107.46 ft. Z= 106.46ft.,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 1.25 feet = 15 inches. Page 2b of 9 ' ~ ' ~~ 4 GOTTFRIED ENVIRONMENTAL PIPE LAY-0UT NOT TO SCALE Endcap pipe end view P ENDCAP ~ TO ENDWALL -, X/2 X X Y ~TO SIDEWALL "X"SPACES MUST BE EQUALLY SPACED. "Y" SPACE IS VARIABLE AS NOTED ON PLAN. ALL HOLES MUST POINT DOWN. LAST HOLE MUST BE NEAR ENDCAP. access cover L For: Albu Date: June 4, 2004 Hole density per cell = <12sgft.; 450sgft / 12 sgft /hole = 37.5 holes. Proposed holes = 22 per pipe. Distance from manifold to last hole = 57.75 feet = 57 ft 9 inches = 693 inches. EZFIow length = 60 ft. = 720 inches P (ft) = 62 ft to turnup from manifold. Last hole is 18 inches inside of EZFIow on end before turn-up. First hole is 9 inches from manifold. X (in) = 33" Y (in) = 33" -distance from last hole to next to last hole hole dia (in) = 3/16; q = 11.79*d(exp2)*2.5(expl/2) = 0.655 lateral dia (in) = 1-112; manifold dia (in) = 2 force main dia (in) = 2; # holes/pipe = 22 invert elev of laterals (ft) = 109.46' force main length (ft) = 120' max. GPM = 28.82 friction (ft)= 2.03 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-]0706-P (RO1/01) Page 3 of 9 ' ~~ ~ GOTTFRIED ENVIR~aNMENTAL mEntde ~~p ~ ppe jtnctien ,,~ ~ rr>:nhol 12in rriri artdit bin ninirnm 4' rririmm in rririmm ~ ~9 18in rrirrimm trifle ~ ~~ _ 1 ` ~~I QudcDiscar>~ 1 ~ ~ I ~eker tight seals A ~t ~ ~ I adet Zabel fil 1 I I I i ~ .,,, B - alarm\ ~ II ~ 1!4" hde I I C ~ ll 1 - - J off PAP D atxtaebe tiodc 3' d beddng older tank For: Albu; date: June 4, 2004 SEE FOLLOWING PAGE (PAGE 4b OF 5) FOR ADDITIONAL NOTES [ntemal dim: length: 147" width: 67" liq. dep: 42" Pump: Goulds Model: WE03M Switch: Manual Tank Manufacturer: Tank Size (gallons) Actual capacity of do Gallons per inch: Alarm Manufacturer: Model Number: Switch type: Huffcutt 1000/600 nominal; ~e chamber = 627 gallons 14.93 SJ Electro Tank Alert 1 mercury Minimum Discharge Rate (gpm): 28.03 Code calls for dose to be < 20% of Daily Wastewater Flow & > Sx's the void vol of the laterals =between 53.13 and 90 gallons. Dose: 75 gallons; Doses per day: ~6 (including 19.68 gallon void from force main). z.G~ zC; (C? C Capacities: Depth inches gallons A 20.47 313.12 B 2 29.86 C 5.02 75.00 D 14 209.02 Bottom of pump tank = 94.16' Elev of pump = 95.58' Elevation of laterals = 109.46' Vertical dif. between pump off and dist. pipe: 13.88 ft Minimum network supply pressure: 1.3 x 2.5 = 3.25 ft. 120 ft. Force main =friction : 2.03ft. Total dynamic head: 19.16 ft. OUTLET SIDE OF SEPTIC TANK MUST BE EQUIPPED WITH ZABEL FILTER,. M ODEL A100 DRUM 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. 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 (ROl/O1) Page 4b of 9 ~ ~ ~.~ Y • s PUMP CURVES FOR GOULD S PUMP S r ~~~~~ ~~~ ~r~._ m_~.._ _~_ .,f._.L~, ~ . a „lmw.. ~r .,.-~,. mow. .,... <w,t. ~ .4.. _<x,.,. ry _ _ r- _,,,_ ~ t 1 ~~~ ~ a c e ~ } a x~i~t ~ s '.,~' ~~' `. L ~ 7 f ~ ~-~ ,~~~~ 4w,~, ~ .~~ ,.~~._. ~ _ . , _.{ ` -.m. . .` _ ' . ...5.,,. ,p~ .~ .~._. .. ,-, „3.,.. ~ _ 3 . _ r t ~ .w ~~ } p. ~~~ i ~ ~~ ~ ~~ w. ., i ~.. __ ~ ._ »~. ,.~~...- ..M.^...-P L..- ~~ err ~~aa~~, ~ .. .cam- .~.~.,. .d4~f ~ ~ ~ ~ e .. ., o ~ ~...w~ ,..G-°--,.+d". .. .,,,., ~ i ~~ ~^~ s _.~,rm= _ ~ ~ 1 +--.». ~. r ~~~., .a~g= ..~ _--w_.. y a ~ _ ._°_ __~ _._f _._,,,M,__ +r. -~v..~,. e~.ro 5, . ,7.~u~,~.F.., ~:, ~, -' a i ,. ~.~ .p ._ ,, _. t r...-y 3 ~ t~ fAt? ~p 9G ~~~ ~! 73S3C L ~ '"""~ ----~~.o ~.:..~.~..,~ ,~~,. ~ ~{) ~"" ~Gt~ Page 51~ of 9 N~iscott~in Uapartrytent 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 '/z x 11 inches in size. Plan must include, but County Salrit CrOIX scale or direction and percent slope not limited to: vertical and horizontal reference point (BM) , , dimensions, north arrow, and location and distance to the neazest 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)). Property owner: ' Property location NW ' R16 E (or~N 1/4 NE 1/4 S21 T28N s Plumbing and Heating Lydia Albu c/o Dale Hudson, Boldt , t lot: Gov Property owner's mailing address: Lot # Block # Subd. Name or CSM# 820 Main Street 3 NA NA - 8.52 Acres City /State /Zip Code Phone number: city Village own Nearest Road Baldwin / WI / 54002 715-684-3378 Eau Galle 30`h Avenue ~ New Construction Use ~ ResidentiallNumber of bedrooms 3 Addition to existing building: NA ^ Replacement ^ Public or commercial -describe Code Design Flow Rate: 450 gal/day/ftsq Parent Material: Glacial till General Comments and Recommendations: Soils are somewhat poorly drained Hapludalfs underlain by glacial till. Redox features are the result of perching above the dense till layer. Along narrow mound SAS is recommended for this site (gravel area = 4 ft x 112.5 ft) with 2.50 feet of sand filt). Pits are hand-dug with spade and shovel. Due to the shallow depth to seasonal saturation, an aerobic treatment system is highly recommended. French drain or other type of water diversion is also strongly recommended up slope of the mound. See plot plan. SOIL DESCRIPTION REPORT Boring # Pitt 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 l OYR 313 NA sil 2mgr mfr aw 2f 0.6 0.8 Ground Elev (ft.) Btl ]0-17 lOYR 4/3 flf 7.SYR SI6 sil w c lmpl mfr aw if 0.4 0.6 108.46 Bt2 17-21 lOYR 4/4 m2d 7.SYR 5/8 sicl lfsbk mfr as NA 0.2 0.3 Depth to limiting C 21-26 7.SYR 4/4 mad 7.SYR 5/8 scl massive factor- in. 0 Remarks: Btl horizon -small areas of clay bridging, worm channels; Bt2 horizon -large amt of clay, 5%gravel Boring # Ap 0 - 8 l OYR 3/3 NA sil 2fgr mfr aw 2f 0.6 0.8 Pit 2 Btl 8 -13 7.SYR 4/3 flf 7.SYR 5/6 sil w c lmsbk mfr aw l f 0.4 0.6 Ground Bt2 13-19 7.SYR 4/4 m2d 7.SYR 5/8 sicl Imsbk mfr as NA 0.2 0.3 Elev (R.) 105.46 C 19-25 7.SYR 5/4 map 7.SYR 5/8 scl massive Depth to limiting factor- in. 0 Btl horizon -small areas of clay bridging, worm channels; C - 5%gravel. CST Name: Eli M. Gottfried, Gottfried Environmental Signature: Tel. No. 715-833-1400 Address: 124-1/2 Graham Ave. Eau Claire, WI. 54701 Date: 22 April 2004 CST # 221981 SOIL DESCRIPTION REPORT Prnnnrl~nwnar ! Anrtercnn Parcel ID# Boring # Pit 3 Horizon Depth in. Dominant Munsell Color Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPDIFT2 Eff# 1 Eff#2 Ap 0 - 7 l OYR 3/3 NA sil 2mgr mfr aw 2f 0.6 0.8 Ground Elev (ft.) gtl 7 -l3 lOYR 4/3 f3f 7.SYR 5/6 sil w c lmpl mfr aw if 0.5 0.8 106.46 Bt2 13-18 lOYR 4/4 m2d 7.SYR 5/8 sicl lfsbk mfr gw if 0.2 0.3 Depth to limiting C 18-25 7.SYR 4/4 m2p 7.SYR 5/8 scl massive factor-in. 0 Remarks: Bt 1 horizon -small areas of clay bridging, worm channels; Bt2 large amt of clay + 5% gravel; C -high and low chroma redox. Boring # Ground Elev (ft.) Depth to limiting factor-in. Boring # Ground Elev (ft.) Depth to limiting factor-in. Remarks: Boring # Ground Elev (ft.) Depth to limiting factor- in. { ~ ,t l ~ _~ ~ M W ~ N ~ O O -- ' a~ ~ o O ~ ~ ~C O -_ E cB O X ~ N U ~ C ~ fA O ~ C ~ p ~ ~ ~ ~ Q 3 ~ U ~ N Q U Q O ~ L m ~ to ~ ~ ~ N ~ ~ Q 0 + + ~ ~ O 11 O" 7! E O ~ .Q ~ C ~ N ~ ~ ~ fl- C~ Q- _ ~ ~•~~' f/ O O T C ~ V ~ O~ O O O V O O C ~ O ~' "a E ~ c O .,.... Q' to N 0 0 c- N O O 11 ~ L~.CS] Imo- ~ ~, 000 0 11 L M U ~ ~ O 2 ~ ~~ N O ~ L.O. O m 0U N N M 'O O (~MJ~ N ~ O N~ O p N (B N ~ ~ ~ X ~ ~ O O N N ~ O ~' ~ O ~ ~ M o ~ m U ~ ~ ~ c ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ NCn _ ~av--- ~ ~ ~ O ~ O "ON ~ M ~ ~2 C 3 ~ ~ ° rn ~ JZC~ c ~W~~3~ mo rn o ~ ~ O ~ ~ ~ ca ~m a~OV~ .O O t0 ~y c0 ~ 7 ~"~ to M QZW ~ U~aoml~ 1 ~ ~ ~ O N O ~ 00 ~ O ~ ~ ~ ~ ~~ N \ _--0------ g_ ~~Cfl O - _ _ N ~ M ~ ~~4 ~~ 0 > ~~ ~ O v to Q ~ ~~~ _ ~ N `S QO ~ \ 0 -~- - ~ O ~ . C ~ ~~ N C O .N N O T3 ~' 11 -_ O ~ Z v C E'- a~ ~ ? v o0 o p q ~ ~ £ Q ~ ~ a ~ ~ N ~ ~ ~ ~ ca U ai O .n ~ v W > V1 ~ ~ G ~ f~ C O '- ~ ' 7 ~ ~ o x c w ~ a i `a. W o c O ~ Q Q N ~ ~"' '~"' ~ 7 G y C _ bll C7 W W U Q rn O O C O N O O C Q. N O Q O' -~ O O N O Z O O O N ~ O 11 C O O Q ~ 0 ~ II W m ~~ I I I I \~ I I I I I (~ ~ POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION Owner Lydia Albu Permit # DESIGN PARAMETERS Number of Bedrooms 3 ^ NA Number of Public Facility Units x NA Estimated (average) flow 3 0 0 al/da Design (peak) flow = (Estimated x 1.5) 4 5 0 allda In Situ Soil Application Rate 0.12 al/da /ftZ Standard Influent/Effluent Quality Monthly average` Fats, Oil & Grease (FOG) 530 mg/L Biochemical Oxygen Demand (BODS) 5220 mg/L ^ NA Total Suspended Solids (TSS) 5150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BODS) 530 mg/L Total Suspended Solids (TSS) <_30 mg/L ^ NA Fecal Coliform (geometric mean) 5104 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. 10 0 0 gal Tank Manufacturer Hu f f Cut t ^ NA ^ Septic x Dose ^ Holding vol. 600 gal Effluent Filter Manufacturer Zabel ^ NA Effluent Filter Model A100 Pump Manufacturer GOUldS ^ NA Pump Model WE03M 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) ^ 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 (f~) of tank volume ^ NA ^ When the high water alarm is activated Inspect dispersal cell(s) At least once every: 2 ^month(s) (Maximum 3 years) Xx year(s) ^ NA Clean effluent filter At least once every: 3 ^ month(s) Xx 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 feast 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 ('!~) 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 512 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. GMW (12/02) ~,~ .~, f Page of 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 andJor 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: • A11 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) Fliter should be inspected periodically throughout the year; 2) For new construction, the tank(s) should be pumped prior to occupancy. Filter should be inspected for latex paint contamination if oifl~ ~ r# Icvel M., ..4...A iL... In ..I of fhC £Ifar nrinr fn nrr~ In^n~^ i POWTS INSTALLER Name Boldt's Plumbing Phone 715-684-3378 SEPTAGE SERVICING OPERATOR (PUMPER) Name Phone POWTS MAINTAINER Name Eli Gottfried Phone 715-833-1400 LOCAL REGULATORY AUTHORITY Name St Croix County Phone 715-386-4680 i commerce.wi.gov i ^ iscons~n Departmerrt of Commerce INSPECTION REPORT SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street Chippewa Falls, WI 54729 www.commerce.state.wi. us/sb (715j 726-2544 Date of Inspection: April 8, 2003. Project Namenderson Use: New - esidential Legal Description: NW-NE-21-28-16W Site Number: NA Subdivision: Lot 3 CSM V. 16 P. 4386 Municipality: Town of Eau Galle County: St. Croix Plan Transaction Number: NA Sanitary Permit Number: NA Wastewater Flow; 450-600 gpd Persons Present: S. Bird Plumber Name and Address: Certified Soil Tester Name and Address: Adam Schumaker, CST 253309 2113 80'h. Street Somerset, WI 54025 Owner Name and Address: Germay Anderson 2321 55t" Ave. Baldwin, WI 54002 This investigation was requested by Shaun Bird, a certified soil tester and licensed plumber, because of suitable soil discrepancies he noted during a visit to the site prior to bidding on a mound system installation. Mr. Bird felt that there was not suitable soil for an A+4 mound installation: Several hand constructed soil borings were constructed to verify sol conditions. One bore was recorded near CST BM#2 and in the approximate location of CST B-2. 00-05" 10YR 3/2 sil, 2mcr, mfr, cw. 05-10" 10YR 3/2 sil, 1cpl, mfr, as. 10-16" 10YR 4/4 sil, 2mpl, mfr, cw, with f3f 10YR 576 and 5/2 rmfs. 16-20" 10YR 4!4 sic1, with cad 10YR 5/8 and 513 rmfs. The soil bring described is not suitable for a mound system since the estimated highest level of soil saturation is the ground surface pursuant to the requirements of Comm 85.30(2}(b), Wis. Adm. Code. Other soil borings had observed redoximorphic features in the A horizon, and may not be suitable for an interpretative determination in accordance with Comm 85.60(2), Wis. Adm. Code. Further, detailed evaluation needs to be conducted to show that the soil and site conditions can support- a mound system based on the current design and code requirements. If there are any questions regarding this report, please contact me. Leroy G. Ja ky, Was ater S cialist Ljansky@co merce.s ate.wi.us E-mail 715/726-2544 Voice 715/726-2 49 Fax cc: ®County ^ Plumber ®CST ^ Owner ^ Other ,r ~ ~ ~~sc sth Uepa rr r~ of Commerce Division of safety and Buildings r SOIL EVALUATION REPORT ...,..~.,....., ...:~~, rte,....... ac ~~r n.~... ~..,~,. _ Page I of ~. Attach complete site plan on paper not less than 8 12 x 11 inches in size. Plan must County ~.- rp 1 X inGude, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and logtion and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide maybe used for ses (Privaq Law, s. 15.04 (1) (m)). Property Owner `~ P operty Location ~~, G ~ ~'" p ~ vt. Lot /I/r 1/4 ~(jtq f 1/4 S T ~~ N R ~ E (or) Property Owner's Ma ling Address ~(~~ 2 s zQO~ ~ ' t ~ Block # Subd. Name or CSM# 2- 3Z I ~ ~ - , Gity State Zip Code P ~t~;C, ~ ;, . _, z (]City ~ Village [Town Nearest Road ~Cre~,~;~ z ~ <<;~f:,. W ~ ~4d '~' [~ New Construction Use: Residential / Number of bedrooms _~_ Code derived design flow rate N ~ (p Q "d GPD ^ Replacement Public or commercial -Describe: ~/1 ' Parent material i Flood Plain elevation if appligble ~/ ~ T ft. and re~mcernendauons: ~ysf~ m ~ I L V ~ ~~~ • ~ Boring # t^t77ii Boring Lpy pit Ground surface elev: ~ ~~ ft. Depth to limiting factor ~ 1 in. - Soil Appliption Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 I U-IZ I 3 -- ~ 5 it bk m~t`r cs I ~~ . 8 z 12 -1'1 Ib 5 '~ ~ i 1 S hl~ mfr ~ - . 5 $ 3 1'7-z(~ tC~yf 5~4 ~ZP ~•S r~t~~l S~1 sbk ,.Y,~ ~ - 5 Z ~~ # ^ Boring / - 8Pit Ground surface elev. ~~ ft. Depth to limiting factor /~,Q in. Soil Appligtion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ~ o -~ I ~0 13 - .~; I Zm~ fY~1'I- ~s l~' ~ 5 . ~' Z l 1-I I 5 ~! - 5 ;1 ~ ,~-~~r c S - . ~j . ~' -?1~ IC`s Sy 2{~~•5 ryly 5i 2 ~- mfr - - 5 • ~' f ~ r~~ ~ 3 _ ~~ • Effluent #1 =GODS > 30 < 220 mg/L and TSS >30 < 150 mg/L " rd TSS < 30 rrrg/l 253 309 Address Date Evaluation Conducted Telephone Number 2113 ~~ SI-. Sc~mer5e~. ~i ~oZS • ~~~ C7~5 )2~f 7- Boa ~ Sf3n-8330 fR07/00) r .~"` , ~~~.~: Property Owner 1a- h d ~ ~ ~ Page ~ of `~ ~ .~ Parcel ID # /6 ^ Boring # ^ Boring 3 ~ pit Ground surface elev. 9~~0 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Oorrrinant Color Redox Description Texture Stnrcture Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Etf#1 •Ett#2 ~ d-t2 10 r3 - Si 1 2msbk m-~r ~ 5 ~ ~~` • 5 .8 Z 12-I ~ td r5~`-~ ---' S.1 tm r ~ 5 - . 5 . $ 3 tc~-2 t0 ~ ~ ~2P -t.5yrti ly S; J k ter `" _ , 5 • ~' Boring # ^ Boring pit Ground surface elev. ft. Depth to limiting factor in. Sail Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munse{I Qu. Sz. Cont. Golor Gr. Sz. Sh. 'Eff#1 •Eff#2 ^ Boring # ^ Bonng pit Ground surface elev. ft. D~f+th to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIftz in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 • Effluent #1 =GODS > 30 < 220 mg/L and TSS >30 < 150 mglL 'Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Deparhnent of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-E130 (ROTl00) Esc nsih Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT in amnrdanr~ with C:nmm A5 Wic Crlm r~o Page I of `~ Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County ~- r0 I X indude, but not limited to: vertical and horizontal reference point (BM), diredion and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Review by ~ Date • Personal information you provide may be used for ses (Privacy Law, s. 15.04 (1) (m)). - '3 ~ Property Owner -~ P operty Location fie, (<p-C.>r ~ p /\ vt. Lot ~~ ~~ff4 S T ~,~' N R `~ E (or) Prop n ~n2s i a ling Add ~ ~ (~f ~ j ~ ~Q~~ i# Block # Subd. Name or CSM# ~ O- City State Zip Code Ph - ~r% :[City ~ Village [~+Town Nearest Road [~ New Construction Use: Residential /Number of bedrooms ~'~- Code derived design flow rate y.~a ~t!p Q 19 GPD Replacement Public or commerdal -Describe: Parent material i Flood Plain elevation if applipbte _L~L~ ft. General comments ,QQ. ~-{ and recommendations: ~Ys~ ~ ~ ~ L U ' O ~ ~'ar~~ovr 2leJ • 990 Boring # ^ Boring ® pit Ground surface elev: ~ ~~ ft. Depth to limiting factor ~ 1 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I 0-12 ~ 3I ~-' Sit bk m~t`r ~~ I v~ , 8 Z 12'1 Ip 5 '~' ~- i 1 S m~rr ~ - . 5 $ 3 1'7~z~ I(SyrS« czP ~.5 `-f~~f sal sbK t~,~ - . 5 Z Boring # ^ Boring / _ pit Ground surface elev. . (.,~ ft. Depth to limiting factor /~,Q in. Solt Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 l ~'II II 22 1~ 'J ~~ ~l I ~f7'1" _ (~ M{'t'- es ~ ~(~ JV`I• ~ V Z t l- I i r 51~I - S a l n-i~r c g - . 5 .~ -Zo ICS S y 2~P ~ .S ry ~~ 5 i 2 ~ m-~'r -. -- 5 , ~ - tmuem ~~ = tsVUS > su < Z"LU mg/L and 155 >30 < 150 mg/L 'Effluent #2 = BOD_ < 30 ma/L and TSS < 30 moll CST Name (Please Print) ~ Signature CST Number Address ~ ... Date Evaluation Conducted Telephone Number Z1~3 ~'~ ~. Samer~,-~, ~,,~~ 5LtOZ5 .~ _ C7/5)2~F7-~ov~ SBn-8330 (R07/00) t, h . ~ • ) 2 ~ A ~roperty~wner la-V~C ..Ir~o~ ParceIID# 6~ Page of Boring # U Boring ~D 9( ft. . 3 ®Pit Ground surface elev. Horizon Depth Dominant Color Redox Description Texture in. Munsell Qu. Sz. Cont. Color ~ d-t2 Ip r3 Si I 2 12-I ~ l~ SI`~ -' S;1 3 ~~-2`) io ~~ e2p~.5yr~tiy Sil Depth to limiting factor ~n• Structure Consistence Boundary Gr. Sz. Sh. 2msb~ r~r ~ 5 t~r-1 r c S k ter `_ Roots 1 v~ - _ Soil ApplipGon Rate GPD/ftZ 'Eff#1 'Eff#2 . 5 .8 . 5 8 • 5 .~ U Boring Boring # ^ pit Ground surface elev. ft. Depth to limiting factor in. coil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 (J Boring Boring # Ground surface elev. fL Depth to limiting factor in. ^ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 'Effluent #1 = BODS > 30 < 220 mgiL and TSS >30 < 150 mglL ' 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. SBp-8330 (R.07/00) Wisa nsln'Department of Commerce SOIL EVALUATION REPORT Page ~ of 3 Division of Safety and Buildings in arrnManrn with ('.nmm AF VVic Crlm rn~o Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County ~- YO I X include, but not limited to: vertigl and horizontal reference point (BM), direction and Parcel I.D. percent slope, sgle or dimensions, north arrow, and location and distance to nearest road. P/ease print all information. Reviewed by Date Personal information you provide may lie used ror ses (Privacy Law, s. 15.04 (1) (m)). Property Owner _ ~® P operty Location fie, ~9- ~. r .~ r p t/\ vt. Lot N r 114 ~f t~ 114 S T ~~ N R 1 c0 E (or) Property Owner's Ma ling Address ~(~( L ~ 2~0~ t # Block # Subd. Name or CSM# City State Zip Code Ph .hfiir~iber~~~^; ; , ~ City ~ Village [~pTown Nearest Road (~ New Construction Use: Residential / Number of bedrooms _~ Code derived design flow rate yb27 ~(p O ~ GPD Replacement Public or commeraal -Describe: ~1 Parent material i Flood Plain elevation if applitxble i(l/ i7-- ft. General comments ~Ys~t im ~ I L v ~ X00 • ~-G and recommendations: 0 ~ (~at~,~ovr ~2l e~ • 19 ° Boring # ^ Boring ~i ®pit Ground surface elev: ~ ~d fL Depth to limiting factor ~ 1 in. Soil Appliption Rate rizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 I U-1Z M 3 - ~ Sit bk m~`r cs 1 v~' . 8 z 12'1 ~b 5 ~ ~ i 1 ZrrS m~r c - . 5 ~' 3 1~~'Z(~ ~Uyrs cZP ~.5 r`~I~i sal Z sbK ~~t- ~ -- . 5 a Boring # ^ Boring pi( Ground surface elev. . ~ ft. -Depth to limiting factor ~~ in. Soil Appligtion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Z l l -I I r 5~~1 - S; l Z- ,~-~~r- c S - . 5 .~ _~ ICS Sy 2P~•5 r`~ly 5i 2 ~ I m~f- - - 5 . ~ •.... .. . - uvvs ~ JV ~ ccV I~RJIL OIIV ~ JJ /JV _~ r~V myrt_ - tmuenr rrz = rsvus < su mg/L and 155 _< 3u mg/t_ CST Name (Please Print) ,y Signature~,~,~ • ~ CST Number Z> > 3 ~~ S~-. SBI)-8330 (R07l00) ,. r ~ r r~~yL1 ~ ~ scAI.E: l ° = y0 ~ BM 1 ELEVATION ~~• d BM 1 DESCRIPTION ~p~-~'- ~ ~ Q ~G P•~PC '-' _' i BM 2 ELEVATION ~, O~ ~ i ~ 0 D,'~ ~---- ~___ BM 2 DESCRIPTION d 1!C C - --~- --- ~ ~ ~ z SYSTEM ELEVATION ~rJG ` SYSTEM TYPE l-'\0 (1 ~1 ~ S ~/~'j~Cm CONTOiJR ELEVATION ~9 ~ II, ~_.__ i-_-. _ _-- __ __ __ ~~, t!' ~~~.~s 10 ~~ 6~ o° y~. ~o~, 0 ~~ . 7~ ,- ~~ SIGNATURE .~ g~3 ~.., , DATE _;"~~ ~ .~ ~,,.~ ~,rnfL 6 005~~~o~o~ZO-coo 6~~Z~~ ZI•L~S•1~.3o~C3~~d c,v~ I i~l. ! 1 S'~~ L ~~~~.~. SSE ~£ C~~ - 3Q-2A'~ ~ ~b~ ~~ ~ 1 X60 2(. 2.y. ~b •~a'o~'Z o ~. ~, JJ 3 (v,gz aL I~(~I~ bG~ C~a ~~ ~°(~SSd~~~ Db~ X106 d '30 - 3eo Z(.Z~-l~.3Dfo~"~~ ~gzc~~ ,,-- /L' ~` .~ <V t 6552 1 7 KATHLEEN H. WALSH kEGISTER OF DEEDS ST. GROIX CO. WI RECE2VED FOR RECiiRD 48-30-P002 10:20 AM COY FEE• 2.00 RECDRDIHG FEE: 20.00 CERTIFIED SURVEY MAP A PART OF THE NWI/4 OF THE NEI/4. SECTION 21. T28N. R16W. TOWN OF EAU GALLE. ST. CROIX COUNTY. WISCONSIN UNPLATTED LANDS FOUND 2' IRON PIPE N!/A COR. SEC. 21 CIL 30th AVE. .~. ____ :~• •• ~•~~•~• ~ NORTH LINE NEI/4 SEC. ~ 33 S 88'S7'S6'E 2611.45' ., 33;~ 376.00' R 2235.45' /. S88°57'S6'E 376.00' .\ FOUND i NE COR. 21 " IRON PIPE SEC. 21 33.04 33.04' a N ZI Z ~ O Q J ~ J _ °wl~3v~i F- M 4- N Q O J in ~O a •a ~ ~ - •o 0 z z FOUND I- STEEL MARKER S!/4 COR. SEC. 21 -100' BUILbING o SET BACK LINE ' w ~ ~ I ~ a n aW LOT 1 " WI N ~ a J a O l z ~ BEARINGS REFERENCED TO THE NORTH LINE NEI/4 SEC, 21 ( ASSUMED N88'S7'S6'E1 LEGEND ~ SET 3/4' X 24' IRON PIN WT. 1.50 LBS/FT. SCALE I' - 200' 0 !I®00 N LOT AREA 218.194 S0. FT. 5.01 AC. INCLUDING ROAD R-O-W N 88°57'S6'W 376.00' 205.786 50. FT. 4.72 AC. EXCLUDING ' UNPLATTED LANDS ROAD R-O-W o~ ° THIS SURVEY WAS MAD AT.. HE REOI.EST OF PETER STENE APPR~-vr,~ BALDW i N t hYY I SVE ST.CROD000UNTY gw~rgZoninnandParksC^^~^~HnO pH. 715-6843743 au~ 3 o zoa~ {( not roCwd&d wiuun 30 days of LYLE L . ELL I OTT. REGI STf11>~aLRD2AC~L4~YfPeS- 1300 DO HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BBIS~IIQlydggy~S MAP 1S A TRUE AND CORRECT REPRESENTATION OF PART OF THE NWI/4 OF THE NEI/4. OF SECTION 21. T28N. RIbW. TOWN OF EAU GALLE. ST. CROIX COUNTY. WISCONSIN AND DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTH QUARTER CORNER SAID SECTION 21. THENCE S88'S7'S6'E ALONG THE NORTH LINE NEI/4 SAID SECTION 21 376.00 FEET: THENCE S01.46'23'E 581.00 FEET: THENCE N88°57'S6'W 376.00 FEET TO THE NORTH AND SOUTH QUARTER LINE: THENCE N01.46'23'W ALONG SAID QUARTER LINE 581.00 FEET TO THE POINT OF BEGINNING: SAID PARCEL CONTAINS 5.01 ACRES MORE OR LESS. AND IS SUBJEGT 70 ANY EASEMENTS OR RESTRICTIONS OF RECORD. I CERTIFY THAT I HAVE FULLY COMPLIED W17H THE PROVISIONS OF SECTION 236.34 OF THE WISCONSIN REVISED STATUTES AND THE ORDfNANCE OF ST. CROIX COUNTY IN SURVEYING AND MAPPING SAME. EACH PARCEL SHOWN ON THIS MAP IS SUBJECT TO STATE. COUNTY AND TOWNSHIP LAWS. REGULATIONS AND RULES. (i.~. WETLANDS. MINIMUM LOT SIZE ACCESS TO PARCELS ETC.? BEFORE PURCHASING OR DEVELOPING ANY PARCEL CONTACT THE ST. CROIX COUNTY ZONING OFFICE FOR ADVICE. PRIOR TO CONSTRUCTION AN EROSION CONTROL PLAN MUST BE SUBMITTED TO THE ST. CROIX COUNTY PLANNING AND ZONING OFFICE ON EACH LOT. ....~G~ ~.~`GONSlN~~~~ L L. EL/L,IOTT. RLS 1300 ~ ' DATE: 8 Z L /ZOO/ -~~, t.ELI?O15'~'. . . wlE g.t300 W! ihts Instrument drafted by L. ELL20TT •, HU4SON' ,~ ._,~r. Volume ]5 Page 4163 ~ a ~ E.9266Ea VOL 76 ppgg 4386 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 10-03-2002 9:00 Alf ~>rKrtriGU SuKV~>; REC FEE: 13.80 CER T i F i ED StlRVEY MAP pACESF£E: 2. ee LOCATED !N THE NW li4 OF THE NE li4 OF SECTION 2I, T28N, R16W„ TOWN OF EAU GALLS, ST. CRO I X COUNTY, WISCONSIN. lCQI~ BEARINGS ARE PETER STELAE REFERENCED TO THE NORTH L INS OF THE NE (i4. (ST.CROIX COUNTY COORDINATE SYSTEM ). N l i4 CORNER OF SECT ION 2 f. •,UNPL ATTED L gNDS (FOUND 2' IRON PfPE). ••••- SMALL TRACT .30TH 261/. 60' NORTH LINE OF THE NE li4 A VF•.J C .~~29.:~~ ~ ^ ?` 5 fiz29 ~° E .; 828. ~9' \ w I..-V376~Op'6- fo' `~ ~ g//.381 -- +7+'lZ.33~ ~=N86°29~-~s--W~ z ro $ S88°28' 30'f - ~ 33• x'929.86' v, 1305, 8p' '' ~, ,C,S,.M, w . M~ ................. -. a • DRIVE H/CMVAP... ..N. 2 M SETBACK C INS "'~ ~I r*1 S ~ .,,~A.T...l. N Hf7USerp ,~ Qvl` VOL....l5 io%m LOT 2 a 66 ~n ~ ° ' h e . ~ 6. 82 ACRES w ~ LOT 3 ~ ~ ~ 8I ?A. GE.. 41.6 o h 296, e66 so. FT. M ~ 8.52 ACRES -_ m ~ the 6.43 AC. EXC. R/W _ q 3Tl, 247 S0. FT. ~ R-N88°g7' oc 279, 971 S0. FT. ,°. ~ A <n 56"W 8.26 AC. EXC. 2 37e • 00' ° R 1 GHT-OF-WAY ~ 4). O y' ~' S83T$91t07,0 E g g ~ 339, 631 S0. F7 a! a ~ g m Q, S86 29' OO•E 887. 80' o ~ $ N M w J: m " "r: nom _ :- 0: ~: a ~ ~ 3 z ~, ro I-: a o M F. Q: Q: '' LOT 4 a ~~ a- 19.39 ACRES S " ~ Z' 2 ~ ~`~ 844, 442 S0. FT, z 8 i ~: ~ ~ $ !9.34 AC. EXC. RAW y r ~ ~ 842, P62 S0. FT. y a e 35P.33' W h g N86°29' 00'W 2 ~o v~ APPROVED `~ ST. CROIX COUNTY N86°32' 42"W 1306. 66' 1'hannino 2oninn and parka Committee w SOUTH L 1NE OF THE NW-Nf QCT O 3 ~OO $~~ z N i . ~ ..UN. P..4.A.T. T~p...1. ANQs o I ~ If not n'rcgdad w;tnin 30 days of o . M J approval date approval shall ba z~ ~ ~~:isaee:r,;gllgnndvoid S 1 i4 CORNER OF y4Ae~'.:.'r• .-"~ • ,'•' SECT ION 2 !, f FOUND ~.~~;,,.>>.,~ .' SURVEY NA1L 1. ~ ~ 3.. ._- ~~; . LEGEND ~ s ~ , ~; O - SET I" O.D X 24" IRON PIPE WEfGHlNG ~ SpFir ~~ `lcY 1. 13LBS PER L (NEAR F007. `~ ` ~'" o~ ,A• • FOUND 3i4" fRON RE-BAR. ~S•~~rb w,..w•+°..••',.^.,' ® FOUND !' O.D. IRON PIPE. '~, R RECORD DATA JAMES ~EOf'"iNb 1804 !"•300' LANDMARK SURVEYING O ! 50 300 600 DATED .?.+~.~Z3_ Z., o4Z. SHEET i OF 2 aF "~~ `°'~-°'~ 2002060 THIS INSTRUMENT DRAFTED BY JfM WEBER Vo1.76 Page 4386 } i PA GE~OF~ NAME ~.erso,^ T.nT f T TAT D RIPTION N ~ ~ ~ ~ ,S ~~- ~~~ ,~j,g, f(or) `~SU r SCALE:1"= y0 BM 1 ELEVATION ~G• d BM 1 DESCRIPTION ~ pQ ~' f ~~ Q ~ G ~• ~t BM 2 ELEVATION ~'~, C?~ BM 2 DESCRIPTION~oP O ~ ~~OVG D.~pt SYSTEM ELEVATION /GG SYSTEM TYPE_ !I'\0(1 ~1 ~ S~~~Crn CONTOUR ELEVATION qcI ~ _-_._L_.._ __. cGZZ t!' I6 ~~r~/" ~~ ~~. ~~ v J~ SIGNATURE 4~ doe y~ +~' i 1~ ~_ ~k v e ~X~ ~~ ~ ~ ~ ~~ ~~ ~ ~ ~' ~ Gi ~ N ~~ L ~ ^~ G ~~ ~ DATE "" "rd '' °~ ~ .d~ b ~ f -- r- __ _ _ _ _ _ ~-~I .S~ J r ) ~~ 6 9 2 6 6 6 VOL ]6 PAGE_ _._ 4386 KATHLEEN H. MALSH REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR RECORD 10-03-2002 9:00 ATl CERT 1 F 1 ED SURVEY MAP PAGESFES: 2"ee" LOCATED IN THE NW 1/4 OF THE NE 1/4 OF SECTION 21, T28N, R/6W„ TOWN OF EAU GALLE, ST.CROIX COUNTY, WISCONSIN. PREPARED FOR: PETER STELAE BEARINGS ARE REFERENCED TO THE NORTH LINE OF THE NE I /4. (ST. CRO I X COUNTY COORDINATE SYSTEM ). N 1 i4 CORNER OF SECTION 21. UNPL ATTEO LANDS (FOUND 2' IRON P / PE ). . ......................... .... ... SM4LL TRACT .3orH..A. vE`~ S86 2911, 80• NORTH LINE OF THE NE li4 '29 ° • '~>~ ,:~• ~ ^ 517-:> ~ E ; 828. 7s IR•S88.57'S6'Eg' -- _ ~ ~~ ~ `N86°29' W z I 376.00' .: N 511. 8' •, $ se6.29~30• f m . _ ~ 331.33; 33. a's2s. es' o, ' 1305. 6 -'3 W S . ~ ......... ................. C.S,M .. ... ..t W ~f HOUSES DRIVE fl1GNWAY R P T I ~ ~• W Nf a 88.09 -. .. ....... ...lV. 8fTBAGC LINf ^~ r .. Q: I~ ... -. . ... . VOL.,,,J5 ~i.m LOT 2 ~ 66 ~ • g ~ h : _ ~ s. 82 ACRES W 8 LOT 3 l ,P/)G~„ Q J,g,3 o n 296, 868 S0. FT. y 6.43 AC. EXC. Ri1V e o ao "~ °' h 8.52 ACRES 377 247 SO FT h I R• ~ N 37. ~ 6. W x 278, 971 S0. FT. v , . . 8.26 AC. EXC. ~ y: ~ 383 69~ ~•E g $ RIGHT_pF-WAY 359, 63 t S0 FT ~ of N tn; Z• Q: ~ 1 S86°29' 6I1. 63' 00• E B87. 80' n O ~ g . o $ N N " of W ~ Q' ~J; ~~ N h O ~ 2 Q: a: N •,~~ ° 3 z ~: ti : --: ~ a M b ~ W M ~ 1-~; Q: Q` a LOT 4 8 ~ ~` z ' Z ~ w 19.39 ACRES 844, 442 S0. FT. z ,,, 8 2 ~: ~~ $ 18.34 AC. EXC. RAW H ~ e 842, 262 S0. FT. ~ N e 362.33' W ~n g N86.29' 00•W I i 1YB8.3P' 42•W /3~08.66ss wl 1 $+ M SOl/TH L 1NE OF THE ..UN. P..CA. T. TSP ~ ANQS ai m ... , O, m 2~ ~ S 1/4 CORNER OF SECTION 21. (FOUND SURVEY NAIL J, LEGEND O SET 1' 0.0 X P4' IROW PIPE WEIGHING 1. 13L BS PER LINEAR FOOT. • FWND 3i4' IRON RE-BAR. ® FOUND 1' O.D. IRON PfPE. 1•,300• R RECORD DATA O 150 300 600 SHEET 1 OF 2 2002060 THIS INSTRUMENT DRAFTED BY J1N WEBER V01.16 Page 4386 ~m t~ ~~ -m .b A~ g~ ~n mg • fv APPROVED N LANDMARK SURVEY/NO DATED a+\.\~ 20pZ ct~:.,.kq :p-Z-o ST,CRCN000UNTY _ Pannino Zoninn qnd Parks Committee i oCr 0 3 ZOOZ I If not nfcgor~ wilnin 30 days of ! +PProval~• aPProvatshallbe t '~Sf1<sl'f•+!9y(Igndvoh! ~~ae ,.. ~- : . ~ ~ J,. - - , v 4 -~ ''~~ ~ ~ w~;~. M~ `~: JAkES ~. sYEtE' -1804 i~. a Wisconsin Depad~t,of commerce SOIL EVALUATION REPORT Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code .--- Page ( of Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must i d d b t:ounry - Cry f x n u e, ut not limited to: vertipl and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. parcel I.D. Please print all information. Reviewed by Date Personal iMomration you provide may be used for (Privacy law, 5.15.04 (1) (m)). Property Owner ~Ef~~. Location Z ~ F' t'vl !'J~ p ' Govt. of ti ~ 1 /4 /~f t;~/4 S T Z ~ N R E (or W Property Owner s Mailing Address ~UL 2 6 3 ( 5 '+~~- 200 Lot Block # Subd. Name or SM# ~tY State Zip Code one p;X ~~~^I (v ZONII,~G OF ~ W ~ ~ ^ ity ^ Vllage ®Town Nearest Road t FICE I S OD Z ( ~a v a l l t i 30 ~- ~,~ _ ® New Construction Use: ® Residential / Number of bedrooms 3 _ ~ Code derived design flow rate _~.S~J / D O O GPD ^ Replacement ^ Public or commerdal -Describe: Parent material ~% ~ ~ Flood Plain elevation if appligble ~/~~_ ft General comments s v~ /~ ~ ~ ~t V r q 9. / ~ and recommendations: /' T /~~, s G ld~.~UT E~~ fir © Boring # ^ Boring G ®pi( Ground Surtace elev. O • w ft. Depth to limiting factor ~ ~ ~., Horizon Depth in Dominant Color M Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate GPD/ftz . unsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Z 3 `iZ t '~ i Z to `~ (0' 4 -' - F ~-5yr ylCo sr' J Si) Zmabk Z k sbk -fir ~' r!~'~ ~: 5 ~.; ~ 1 ~ - - J 5 . 5 , $ 8 . g Boring # ^ Boring -- Pit Ground surface elev. 9~• 0 0 ff Mnl6 fn Gmitinn ~.,.~,.. I ~1 Horizon Depth i Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Appliption Rate GPD/ftz n. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ~ -IZ IZ ~;~ c5 Ivy _ 5 3 ~ 7 "ZZ y F2 ~ 5 y ~~ I Zn, mg't' -- 5 . ~ • ~fn..e.. - ~~ .ono --5 -- _ - •°~~ ~•^~ • ~~ -~~. ~~ ~~~~~ - tmuern sz = tsUDs < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signatur CST Number --~ ~ Z5 3309 Address c Date Evaluation Conducted Telephone Number 21 i3 fin' ~ • . ~r,P~'S~ l~l ~1t-{!17 c, ~ - ,+r~ . ~ i, , e \ ~ , , , , , .... ~, Jun 07 04 03:45p Don Stickney (651) 501-2409 p.2 r ~ ~ r~ ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGItEEMBNT AND TIFICATION RO1tM Mailing Address Property Address ~-3 ~~ (VeriScation required from Planning Department for new le ~Q~~ Gis'y~ rrµq~ City/State~Q ~~~ ~ ~ ~~~~ ~ , Parcel Identification Ntunber poi'- /ode - 30 -3~0 LEGAL DESCRIPTION ~, 306 A-' 30~ rx sv 1 y r v ~~ b ~ "~--~ ~ •--• Properly Location / /Sec. ~ T ~$ N- W Town of ~t.~ .~<<'. Subdivision ~ ~C r'-P .~ .Lot # ~ Certftied Sarvey Map # ~ °f 2 6 ~¢ (a .Volume ~~ Page # ~.~g~C' `WatYanty Deed # ~~,~ ~~`~ .Volume ~ ~9~ • Page # ~-~ Spec house yes ^ no Lot lines identifiable ~ yes ^ no SYSTEM ~VJ~ENANCE Improper use and maintenanceof your septic system could result in its premature failure to handle wastes. Proper maintenance cousiata of pumping out the septic task every three years or sooner, if needed by a licensed pumper What you put into the system can affect the function of the septic tank as a treatmecrrt stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner snd by a masterph~mber, joumcyman plumber, restrictedplumber or a licensed pumper verifying that (1) the on-site rvastewaterdisposal sYstan is in proper operating condition aad/or (2) after inspection and pumping (if necessary), the septic taalc is less than lt3 foil of sludge. I/wc, the andersigaed have read the above regairemcnts and agree to maiatain the private sewage disposal system with the standards set forth, herein, as set by the Depariment of Commerce and the Deparhnent of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must I-c completed and returned to the St. Croix Couaty Zoning Office within 30 days the three year irati d e { / / OF PLICANT DATE OWNER CERTIFICATION` I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the tty descn~ed a , b c of a warranty deed recorded;a Register of Deeds Office. !~~ OF APPLI DATE sts•~s "`*««~« Any information that is mis-represented may result in the sanitary permit being revoked by the Zoniag Department. «« Ltdnde with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made is the warranty decd P 636 U, 2~fi~'2~`p~ 63 STATE BAR OF WISCONSIN FORM 1 - 2000 Documemxumber WARRANTY DEED This Deed, made between Peter E. stene, a sincle person Grantor, Grantee. Grantor, for a valuable consideration, conveys to Gramee the following described real estate in st. Croix County, State of Wisconsin (the "Property") (if more space is needed, please attach addendllm): Lot 3 of Certified Survey Map filed October 3, 2002 in Volume 16 of Certified Survey Maps, P_age~43~86, sd Document No 692666 located in the NW %t of the tzE ~s o ec ion 1, ownship 28, Range 16 Weat, Town of Eau C~alle pE~-/flbo -3'J ~3oa Together with all appurtenant rights, title and interests. KATHLEEN H. MALSH REGISTER OF DEEDS ST. CROIX G0, , MlI RECEIVED FOR RECORD 01/1612004 08:10A[1 MARRAHTY DEED ExEMRT I REC FEE: 11.00 TRANS FEE: 17?.00 COPY FEE: CC FEE: PAGES: 1 Area Name and Return Address Edina Title Edina Realty Title 400 S. 2nd St., #i15 Hudson, WI 54016 ooe-lo ~s- Parcel I tification Number (PIN) is not homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except Roadways, Easements, and Restrictions of Record. 2003 , AUTHENTICATION Signature(s) authenticated this day of , KaY V. Palm * Netarv PL61ic TITLE: MEMBER STATE BAR 8~i~pconsin (If not, authorized by §706.06, Wis. Stars.) THIS INSTRUMENT WAS DRAFTED BY Michael H. Forecki, Attorney Eau Claire, Wisconsin (Signatures may be authenticated ar acknowledged. Both are not necessarv.l ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. 3t. Croix County. ) Personally came before me this 19th day of December 2003 the above Warned Peter E. Stene to me known to be the person who executed the forego~Ig ins n an k~wledged the same. Notary Public, State of Wisconsin My Commission is permanent. (If not, state expiration date: 'Names of persons signing in any capacity must be typed or printed below their signature. WARRANTY DEED STATE BAR OF WISCONSIN FORM No. r-2000 orney Michael H Forecki 1830 Brackett Ave, Eau Claire W I 34701.4627 >ne: (713) 835-3029 Fax: (715) 835-4112 Title One Premier Group T7567175.ZFX FYOduced with ZipFOtm"" by RE Formstdet, LLC 18025 Fifteen Mila Road, Clinton Township, M'ahigan 48035, (800) 383-9805 ~~ • . , ,n 6`32666 VOL 16 PAGE 4386 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO. , WI RECEIVED FOR REGORD 10-@3-2002 9:00 A?'1 ~,cnc I it tr.sl 5uxvlux REC FE£ : 13. 00 CERTIFIED SURVEY MAP pAGESFEE : 2.Oe LOCATED 1 N TNf NW ! /4 OF THE NE ! /4 OF SEC t I ON 2 J , T28N, R ! sW, , TOWN OF EAU GAL L E, ST. CROIX COUNTY, WISCONSIN. PRF'PARED FOR : NOTE : BEARINGS ARE PETER STENE REFERENCED TO THE NORTH L JNE OF THE NE J/4. (ST. CROJX COUNTY COORDfNATE SYSTEM). N f /4 CORN£R OF SECT ! ON 2 f . .. UNPL A tTEp LANDS CFOUND 2" IRON PlPE). ••- ...... ' SMALL TRACT 3.~? TH.. A VE. 2s I I.60' NoR TJi LINE OF THE NE 1 /4 .~.°~s' ~t^ ~ ~ S8s"29' p0° E :929. rs• ~ R°S88°35T' S6"Eg ~ iv _~ ~-' °29' 5%1.38 33P•33~, N86 00=W 2 j 376. 00' ~ g S86°29' 30",e _ 33. 04'929, 86' ~p~ 1305. BO J h ~ .m ..... .. O ~ 66. 08' O) ~ gl _ . DRIVE HIGHWAY ~ p~j ~ ~ •gETBACK L !N£ ~ ~' ~ rzTl w ...~.Q7...~. M HOU3E~ ~ Q ~j ~ .~04 .... ~ 5 ~ ~ ~ L o r 2 ~ 66 ~ ~ ° ' n _ ~ 6. 82 ACRES w o C = g( .1'A. GE..4/.b~ o ~ 29s, 868 SO. FT. ~ ao 8. oT ~ - m ti ho 6. 43 AC. EXC. R/W ~ h 371,247 SO. FT. = A h +R=NB;;s TO'056"W ~ 278, 9T I SO. FT. ~ 8. 26 AC. EXC. ~ A _ ° R f GHT-OF-WAY ~ t>): g ~: ~ S86 29' 00`E g g ~ 359, 63! SO. FT m N ~; m z~ ~ ses°2s• N C7; ~' N ~o g $ ~ ~; v N ~_ to ~p W ~: F-: ~ v ^~ -_- 4: L oT 4 g ° ~ a 4= /9.39 ACRES a ° w Z' 2 ~ 4r 844, 442 SO. FT. S ? _~ ~ ~ -Q, $ I9. 34 AC. EXC. R/W H ~ e ~ 842, 262 SO. FT. h ~ 0 35 .33' W ~ $ N$6.29' 00"W ~ ~ 2 i /VBt3°32' 42`W 130"~"g,66 W _ SOUTH L /NE OF THE O N Q ..UN. ,E'.4..A ,T. T~'D...4 A. NDS OjM z~ S 1/4 CORNER OF SECTION 2!. CFOUND SURVEY NA 1 L ). LEGEND O = SET 1" O.D X 24" IRON PIPE WEIGHING J. 13LBS PER LINEAR FOOT. • - FOUND 3/4" IRON RE-BAR. ® FOUND !" O. D. IRON PIPE. 1 " °300' R - RECORD DATA O !50 300 600 SHEET 1 OF 2 2002060 TH1S fNSTRUMENT DRAFTED BY J1M WEBER Vo1.76 rage 4386 1 APPROVED ST. CROIX COUNTY no Zoninn snd parks Committee OC T 0 3 2002 I not ~'ded witnirt 30 days of a ravel date approval shall 4 ~ ~~A~~!4 "6e» Atl.4f,~nd v0td Q,4 .. ~. ; ~. ~/r,:r.:.~ :.~,~. S- i ;. ~, +n,.;. ,' JAMES A7°°siEiif'ii~'~ 1804 L ANOMARK SURVEY f NG DATED J-+~ `~~:5.~._?aCsL. ~GOULDS PUMPS Submersible Effluent Pump WE Series PROSURANCE AVAILABLE FOR RESIDENTIAL APPLICATIONS. APPLICATIONS Specifically designed for the following uses: • Homes • Farms • Trailer courts • Motels • Schools • Hospitals • Industry • Effluent systems SPECIFICATIONS Pump • Solids handling capabilities: 3/d' maximum. • Discharge size: 2"NPT. • Capacities: up to 140 GPM. • Total heads: up to 128 feet TDH. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • See order numbers on reverse side for specific HP, voltage, phase and RPM's available. FEATURES ^ Impeller: Cast iron, semi- open, non-clog with pump-out vanes for mechanical seal protection. Balanced for smooth operation. Silicon bronze impeller available as an option. ^ Casing: Cast iron volute type for maximum efficiency. 2"NPT discharge. ^ Mechanical Seal: SILICON CARBIDE VS. SILICON CARBIDE sealing faces. Stainless steel metal parts, BUNA-N elastomers. Single phase (60 Hz): • Capadtor start motors for maximum starting torque. • Built-in overload with automatic reset. • STTOW or STOW severe duty oil and water resistant power cords. •'/3 and'h HP models have NEMAthree prong grounding plugs. • 3I4 HP and larger units have bare lead cord ends. Three phase (60 Hz): • Class 10 overload protection must be provided in separately ordered starter unit. • STOW power cords al{ have bare lead cord ends. ^ Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, can be operated continuously without damage when fully submerged. ^ Bearings: Upper and lower heavy duty ball bearing construction. ^ Power Cable: Severe duty rated, oil and water resistant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. Standard cord is 20'. Optional lengths are available. ^ 0-ring: Assures positive sealing against contaminants and oil leakage. AGENCY LISTINGS s 1' ® restea m uL n8 ~,a an 2z.z 1 os standards By Canadian Standards Jusodalion C US ~ #LR38549 Goulds Pumps is f50 9001 Registered. - _ - -- -- --- -- _-- ---- - - - --_ - _ - - -- - -- -. _ SERIES: WE SIZE:'J: SOLIDS - ---- -- ---- --- --- ---- --- _ --- -- -- - -- - - --- --- _-- -- RPM: 3500 & 7 0 -~ - _- -- - -- -- -- -- - -- --- ---~SGPM - - -- - - - -- _- _ - __- -- -- - - - _ - --- -- -- 5 FT - - _ - - - -- u- _- - --- _- -- _- - --_ - -- -- -- -- --- -- --- --- -- --- ---- --- -- --- -- -- --- -- -- - -- - -6 -- -- -- --- - - -- ---- -- --- --- ---- --- ---- -- - --- -- --- - -- --- --- _- --- --__ 0 10 20 ~0 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM 0 5 10 15 20 caPaaTy 35 m3/hr Goulds Pumps ©2003 Goulds Pumps rTT Industries Effective July, 2003 vwvw.gculds.com ~ 63885 ^ Shaft: Corrosion-resistant, stainless steel. Threaded design. Locknut on all models to guard against component damage on accidental reverse rotation. ^ Fasteners: 300 series stainless steel. ^ Capable of running dry without damage to components. ^ Designed for continuous operation when fully submerged. MOTORS ^ Fully submerged in high- gradeturbine oil for lubrication and efficient heat transfer. ^ Class B insulation on '/~-1'/z HP models. ^ Class F insulation on 2 HP models. METERS FEET 40 130 120 35 110 30 100 90 w 25 80 ~ 70 a zo } 60 0 a 15 50 ~ 40 10 3 5 20 10 0~ 0 Dose Tank Information Locking covervdthwarning label and locking device and sealed watertight Electrical as per NEC 300 and ---- Comm 1628 WAC ~ 4 in. min. Disconnect - ~~ Tank component is property vented Wieser WLP 750 Ca acit 750.36 Volume 20.28 Manufacturer Gallons gal/inch A B C D Dimension Inches Gallons A 18.37 372.53 B 2.00 40.56 C 4.63 93.91 D ____ __ _ 12.00 ~ 243.36 Total _ , 37.00 750.36 Bedding under tank. Alarm Manuafacturer (Leve_IAr_m__~_____ __ _____ __._ _________.____,' Alarm Model Number' DLV _ _~-- Pump Manufacturer !Goulds Pump Model Number WE03M Pump Must Deliver 22.62 gpm at 20.23 ft TDH E- Alternate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device P, ump off elevation (ft) 1---~-- 95.16 Dank elevation (ft) 94.16 gg-. Z~ Project: Lydia Albu 3 bedroom residential mound Page 4 of 9 - --~ commerce.wi:gov • isconsin Department of Commerce June O1, 2004 OUST ID No. 42258 ELI M GOTTFRIED GOTTFRIED ENVIRONMENTAL 124 1/2 GRAHAM AVE PO BOX 1645 EAU CLAIRE WI 54702-1645 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/01/2006 SITE: Lydia Albu Town of Eau Galle, St Croix County NW 1/4, NE 1/4, S21, T28N, R16 Lot: 3, CSM Vol. 16, Page 4386 ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi.us/sb www.wisconsin.gov Jim Ooyle, Governor Cory L. Nettles, Secretary Identcfreaton Numbers Transaction ID No. 998298 Site ID No. 683529 Please refer to both identification numbers; above, in all correspondence with the a en .. FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 958137 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: L Approval is hereby granted pursuant to Comm 85.60 (2), Wis. Adm. Code to estimate the depth to seasonal soil saturation based on an interpretative determination. This approval and determination negates the requirement in Com 85.30 (2) (b), Wis. Adm. Code to designate the ground surface as the highest level of saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. At least 30 inches of sand lift on top of a 6 inches minimum of unsaturated in-situ soil for adequate treatment and dispersal is required. 3.. .The basal soil application rate shall be 0.2 gpd/ft^2, and the linear loading rate 4.0 gpd/foot. 4. Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum that is weakly structured and slowly permeable. 5. Landscaping up slope of the mound shall be incorporated into the mound design to divert surface water drainage around the mound system. System side slopes shall be at least 4:1 to help prevent surface water from ponding immediately uP slope of the mound. 6. A constructed waterway shall be built up slope of the mound structure to divert overland and near subsurface flow away from the mound system site. 7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change of if saturated conditions were observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 9. A copy of this approval letter and attachments must accompany the mound system plans for this site. ~°. ELI M GOTTFRIED Page 2 6/1/04 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 may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, /~ Leroy G. J sky, Wastewater Speci ist Integrated Services Bureau (715)726-2544 Voice lj ansky@commerce. state. wi. us Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 WiSIvIART.code: '7b3'3 cc: Boldts Plumbing and Heating Inc 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~sbcglobal.net INTERPRETATIVE REPORT May 6, 2004 E 9 9 ~ ~ 9 ~ Proper owner: Lydia Albu c/o Boldt's Plumbing and Heating 820 Main Street P O W T S Baldwin, WI. 54002 715-684-3378 Attention: Dale Hudson Legal Description: lot 3, NW NE 21 28 16W Eau Galle, St. Croix County ... Conditionally ,APPROVED DEPARTMENT OF COMMERCE DIVIS~ N OF SAFETY AND BUI INGS E COR~ESPONC~NCE INTRODUCTION On 22 April 2004, a soil test and evaluation was conducted by this soil tester on the property described above. The soil test was done in response to a request by the plumbing contractor, Dale Hudson of Boldt's Plumbing and Heating, as part of the development of this parcel for a residence. RATIONAL FOR THE INTERPRETIVE REPORT High and low chroma features in the soil as compared with matrix soil colors are considered as indicators of seasonal saturation in the State of Wisconsin. Department of Commerce Comm 81.01 (118) states: "High groundwater" means zones of soil saturation which include perched water tables, shallow regional groundwater tables or aquifers, or zones that are seasonally, periodically or permanently saturated. Comm 81.01 (119) further defines evidence of seasonal saturation in the soils: "High groundwater elevation" means the higher of either the elevation to which the soil is saturated when observed as a free water surface, or the elevation to which the soil has been seasonally or periodically saturated as indicated by the highest elevation of redoximorphic features in the soils. At least 36 inches of soil separation is required between the bottom of the soil absorption system and the redoximorphic soil features in most types of soils (Table 83.44-3, Department of Commerce). Where this does not exist, an above ground SAS must be constructed (i.e. mound or At-Grade). The initial determination of this site has found the site to be unsuitable for mound type septic systems (Soil Absorption System), as per WAC Comm 85.30(2)(a) and (b). This code section mandates that: 1. Redoximorphic features be used as an indicator of seasonal saturation in the soils. 2. Redoximorphic features appearing at depths of within 4 inches of the bottom of the A horizon shall be interpreted as seasonal saturation occurring at ground surface ("Unless determined otherwise..., the highest elevation of seasonal soil saturation shall be the ground surface where redoximorphic features are present within 4 inches of the bottom of the A horizon.") Although Comm 85.30(2}(b) mandates that redoximorphic features within 4 inches of the A horizon be interpreted as seasonal saturation to ground surface, Comm 85.60(2)(a) allows for an interpretive determination of the soil conditions and depth to seasonal saturation should this condition exist. This section states in part: "A written report by a certified soil tester evaluating and interpreting redoximorphic soil features ... may be submitted to the department in lieu of high groundwater determination data. The written report shall conclusively demonstrate that the existing soil morphological features or color patterns are not indicative of current conditions of periodic soil saturation." This is the basis for the current report. GEOLOGICAL HISTORY The soils observed on site suggest that the area has been influenced by glaciation. Soils appear to be loess (fine-textured, wind blown soil), underlain by glacial till. The subsurface formation in St. Croix County consists of the Prairie Du Chien Group (dolomite and sandy dolomite). Depth to bedrock ranges from 0 - 15 meters (Brown, B.A. (1988)). This formation is of Ordovician origin (Paleozoic era 425 mya). Dolomite appears to have been laid during the early Ordovician period, while the sandstone was laid during the late part of the period (Paull, R.K. and Paull, R.A. (1977)). Glaciation of St. Croix County occurred many times during the history of the earth, although the most recent glaciation, during the Pleistocene epoch (approximately 1 million to 10,000 years before present), is the most apparent. There were several stages of glacial advance, the most recent being the Wisconsinan stage. This was the result of the advance of the Superior Lobe and, from this, the Chippewa Lobe (Martin, L. (1965). The Physical Geology of Wisconsin. University of Wisconsin Press, Madison, Wisconsin). St. Croix County appears to be part of the geographical province of the Western Upland. As noted by Paull et al (Paull, R.K., R.A. Paull (1977) Geology of Wisconsin and Upper Michigan. Kendall /Hunt Publishing Company, Dubuque, IA), "The Paleozoic rocks ... are the retreating erosional edges of marine sediments that once extended across the Northern Highland.... Late Cambrian seas washed over the Precambrian erosional surface to deposit more than 1,000 feet of sandstone, with minor amounts of interbedded dolomite." 2 The St. Croix River has its origin in the Northern Highlands and its resistant Precambrian rock. The loess deposits in St. Croix County appear to be the result of the westerly winds carrying fine textured soils easterly to the eastern bluffs of the river and beyond. The glacial till present as parent material in the subsoil of the Albu site is most likely the result of deposit from the Superior Lobe (Chippewa Lobe) material. Loess, present as soil of the Ap horizon, may be the result of the influence of the wind-blown fines of the St Croix River floodplain. DESCRIPTION OF THE SITE The parcel of land under investigation lays on lot 3 in the NE NW 21 28 16W Eau Galle, St. Croix County. The land is immediately south of 30th Avenue, approximately 0.3 miles west of County Trunk Highway BB. The lot occupies 352 feet of frontage along 30th Avenue and extends south from 30th Avenue approximately 1000 feet. The land consists of irregularly shaped rolling hills indicative of ground moraines. Slopes range from 2 to 6 percent. The site rises approximately forty feet in most areas and then decreases in elevation. Maximum height of the land surface is 1260 above MSL. Lowest elevation appears to be 1200 above MSL. The proposed mound site is located approximately 200 feet north of the south property line. The mound is sited on the highest elevation practical on the site, although the land continues to rise west of the west property line. Soils are composed of silt loam underlain by clay loam. Soils were evaluated down to a depth of approximately 25 inches. Soil survey maps for the area indicate that the taxonomic classification of soils on site are either Typic Glossoboralfs (Santiago series) or Glossaquic Hapludolfs (Vlasaty series). Both soil types are found on ground moraines. Both have silt loam Bola. Santiago series soils are underlain by sandy loam. Vlasaty series soils are underlain by clay loam. See attached topographic map with approximate location of proposed Soil Absorption System. LOCAL HYDROLOGY As noted on the accompanying topographic map, the proposed dispersal site is situated on a gentle slope of approximately 6%. Drainageways exist (see soil survey map p. 86 attached), although they do not impact the proposed SAS site. Runoff presumably occurs off this site down to the drainageway. The site may be on a hydrologic divide. It appears to be centrally located between 2 rivers. The Eau Galle River lays approximately 3 miles to the east; the Rush River is approximately 3 miles to the west. Surface topography indicates that, with a few exceptions, this area is higher than surrounding land. The topographic maps consulted for this report do not indicate any wetland areas in the vicinity 3 of the proposed mound dispersal system. No naturally occurring areas of standing water were observed in the area of the proposed mound POWTS. SOIL MAPPING OF THE AREA Direct soil mapping of this area by this soil tester indicates that, taxonomically, this soil is an Aquic Glossoboralf or Glossaquic Hapludolf as noted above. Aquic Glossoboralfs have a boric temperature regime with elluvial and illuvial horizons which are saturated at some time during the year (as evidenced by the redoximorphic features). According to the St Croix County Soil Survey book, native vegetation for this area was primarily white pine, red oak, and sugar maple. According to the National Audubon Society Field Guide to North American Trees (Eastern Region), (copyright 1998, Chanticleer Press Inc., NY, NY), white pine grows in well-drained soils. Red Oak (also known as Scarlet Oak and Black Oak), grows in upland ridges and slopes. Sugar Maple grows in upland moist soils. All 3 types of trees therefore, appear to grow in well- drained or moderately well-drained soils. As noted in the CST Soil and Site Evaluation, clay loam and sandy clay loam was encountered in all pits in the vicinity of the proposed SAS. Depth to these layers varied from 8 to 10 inches. Redoximorphic features (an indication of seasonal saturation) were encountered at all 3 evaluation points immediately below the Ap horizon. These features first appeared as faint structures and then increased in intensity and concentration in the lower horizons. SIGNIFICANCE OF REPORTED SOIL CONDITIONS AND SURFACE WATER FLOW General surface water flow in the area appear to be primarily vertical for the first 6 inches as a result of the relatively permeable upper horizons. Permeability is moderately slow in the subsoil and is most likely perching above the dense sandy clay loam subsoil. Soil structure may have been impacted as a result of extensive cultivation of these sites, although moderate structure is present in the Ap horizon (2mgr). Aeration of the upper horizon is evidenced by the presence of roots as well as 1 f worm channels. The effects of compaction may be present in the Bt horizon. Soil colors as noted by this soil tester were l OYR 3/2 from 0-8". This dark, grayish brown color is darker than the gleyed colors one would associate with a more aquic condition. At the same time, it is lighter (i.e. has a higher value) than more organic, and more acidic, soils present under histic soil conditions. This suggests that water movement does occur through the topsoil. The lack of redoximorphic features in this layer suggests that the soils are not saturated for more than 7 consecutive days. In addition, the lack of prominent redoximorphic features in the bottom of the A horizon indicates that saturation for an extended period of time is not significant. Although water movement apparently occurs through the topsoil, there is concern that the weak structure in the lower horizons may result in perching conditions. Also present in the lower horizons are prominent redoximorphic features, suggesting saturated soil conditions for a significant period of time. These conditions can be addressed by decreasing the linear loading rate and basal loading rate on the in situ soil. 4 No puddled or massive soils were observed in the area of the proposed SAS to a depth of 8 inches. However, dense, moist firm soils were present. This situation must be addressed in the overall design and construction of the dispersal cell. Close inspection of the Ap horizon did not indicate the presence of redoximorphic features in this horizon. This suggests that although there is not an A+4 situation, there is adequate depth in the A horizon (approximately 8 inches} to maintain a suitable distance between the bottom of the SAS and the limiting factor and thus to allow for the placement of a mound SAS as per code. 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 7 inches of the Ap horizon in any of the pits evaluated. The soils in this upper 7 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 7 inches (faint) and increasing in intensity (prominent) at lower depths. The faint redox concentrations may have been accompanied by redox depletions in the macropores 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 6%, suggesting that water, does move laterally away from the site. PROPOSALS This soil tester feels that mound systems on these sites would adequately provide effluent treatment and dispersal as long as the follows design conditions are implemented: 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. 5 3. The distribution cell must be designed very long and narrow with a linear loading rate less than 4.0 gpd/ft. This may limit the number of bedrooms and / or occupancy that can be serviced on the site. 4. At least 2.50 feet of ASTM C-33 sand must be used under the laterals. 5. Maximum hole spacing in laterals must be 30 inches and the hole density must be less than 6 holes per square foot. 6. Slopes around the mound must be 1:4 rather than the traditional 1:3 to increase the toe absorption area. 7. The area upslope of the proposed SAS must be provided with a constructed waterway to divert water around the mound. The purpose of the waterway will be to prevent water from being trapped in the mound. If you have any questions regarding this report, please feel free to contact me at the above address and/or telephone number. Sincerely, Eli M. Gottfried Registered Sanitarian (80806), CST (221981), Licensed Designer (1310) 6 REFERENCES 1. Brown, B.A. (1988) Bedrock Geology of Wisconsin (Brown 1988, University of Wisconsin -Extension 2. Martin, L. (1965). The Physical Geology of Wisconsin. University of Wisconsin Press, Madison, Wisconsin 3. Paull, R.K. and Paull, R.A. (1977) Geology of Wisconsin and Upper Michigan. Kendall/Hunt Publishing Company, Dubuque, IA. 4. National Audubon Society Field Guide to North American Trees (Eastern Region): (1998) Chanticleer Press Inc., NY, NY 5. Soil survey of St Croix County (1978). United States Dept of Agriculture Soil Conservation Service and Research Division of the College of Agriculture and Life Sciences, University of Wisconsin. 6. Vepraskas, M.J. (1996) Redoximor~phic Features for Identifying Aquic Conditions, Technical Bulletin 301. North Carolina Agricultural Research Service, North Carolina State University, Raleigh, North Carolina. 7 05/28/2004 09:17 17158331381 GOTTFRIED ENV PAGE 01 and narirow with a linear loadin ha lean 3, The distribution cell must be designed very long less ,than 4.0 gpd/ft. 'T'his may limit the nutztber of bedrooms and ~ ox occupan Y be serviced on the site. 4. At least 2.50 feet of ,AS'f M C-33 sand icnust be used uztdex the laterals. ~, lvlaxiraunt hole spacing in laterals must be 30 inches and the hole density must be less than 6 holes per square foot. 6. Slopes around the mound must be 1:4 rather than the traditional 7 :3 to increase the toe absorptiozt area. 7. The area upslope of the proposed S,AS must be provided with a constructed waterway to divert water around the mound. The purpose of the waterway will be to prevent water from being trapped in the mound. If ou have any questions regarding this xepot~, please feel free to contact me at the above Y address and/or telephone nuxribex. Sincerely, Z'.~.. ,ate - ~c ~,,,-.-' ~ Fli Nt. Gottfried Registered Sanitarian (80806), CST (221981), Licezxsed Aesignex (1310) ADDENDUM A soil test had been conducted on this property prior to this must recent soil test and site assessment. The previous sail test had been conducted by Adam Sclxuxnaker in 2002. At that time, Mr. SchuAnaker had' described the site as being suitable for a mound type septic system (>A+q"). depth to the lizrtxting factor, accordirxg to -his report, was ap~roxizztately 16 inches below grade. A, subsequent evaluation by Mr. Shawn Bird in, 2003 suggested that the soils on site may represent an A,-+-0 situation. Mr. Bird's evaluation point is approximated on the accompanying plot plan (revised from a previous plot plan). Subsequent to Mr. Bird's evaluation, Leroy Jansky, Wastewater Specialist for the state of Wisconsin, confirmed that the site was not suitable for a mound type septic systenn due. to the lack of an A+4" situation. Mr. Jansky's report is dated 8 April 2003. Although the soils as reported here also do not meet the A+4" criteria, the present site location and soil evaluation is several feet above the locations of the evalustio~n point of Ivlr. Bird. The position in the landscape of the. pz~esertt mound site altd the fact that water can drain from the site due to slope (5%), indicates that a around would function adequately on this site. As noted in the 6 co m I~ to .Q c~ 3 ~ .g Q "~ Q, ~ d ~ ~ 'O y ~ II d. \ N Q .~ 'a 'cr w n~ ~~~ tnr~i a~ a'i i 0 0o r,~ W Q ~ ~ ~ m ~ ~ ~ ~ M H M ~ r C1. ~ O ~M A~ ^, M~ I ~ R O ~ N .~ O ~ '~' 1-- ~" ~~ ~ ~~ ~!~ ~~ t T ,~ G~ f ' ~ c~ ~ ~ E ro ~ +~ U C ~ y ~ VJ N E c -°o q ~ c ~ °' N O ~ °n c o a `" ~ co q _c ..- cv 11 II .a.' c ~ N ~ c :o ~ E w ~. „ o h.~-a a~ c~ ~ .r ~ ~ ~i ~ c V Q ~ w m 10 a C,Vf 4 ~ a cp a. ~o~~,-v ~ co ~ ao~ly `~ ". 11 E M ~ W :. Cq ~. C~ ai Jr Z G7 7 Q2W ~ - ~~ ' ., c c o 3 c ~ ~ ~ w- ~~ ~ H~ ~~M ~pLLJ'~'C cm N" ~ v ~ O c>3 N l0 ~ f~, ~a4mti I ~ 'y~,~ ,,r",,• g ~ ~~. c ~ n N . °~ ~ ~i h ~ o 00 ~ ~ v6i v Q O v G7 ~ 'n g g Fa N M Y 5 ~ _ ~ ~Ve A ta}1 V o ~' n. M O x ~ ~ 'o ~W ~ U "'' N (f) ~ N ~ \.• O r 'q I~ .~ i ~ ! c~ • . ~n'~.,• ~ 'i ,.•~~ 4 ~ Q? G R a d T _ ....... ~ $...~r., O d / N ~? / a O N ~ G 11 a b_ O ~' (~, ~ O 11 W commerce.wi.gov ^ ^ isconsin Department of Commerce INSPECTION REPORT SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street Chippewa Falls, WI 54729 www.commerce.state.wi. us/sb (715) 726-2544 Date of Inspection: April 8, 2003 Project Name: Anderson Use: New -Residential Legal Description: NW-NE-21-28-16W Site Number: NA Subdivision: Lot 3 CSM V. 16 P. 4386 Municipality: Town of Eau Galle County: St. Croix Plan Transaction Number: NA Sanitary Permit Number: NA Wastewater Flow: 450-600 gpd Persons Present: S. Bird Plumber Name and Address: Certified Soil Tester Name and Address: Adam Schumaker, CST 253309 2113 80th Street Somerset, WI 54025 Owner Name and Address: Germay Anderson 2321 55th Ave. Baldwin, WI 54002 This investigation was requested by Shaun Bird, a certified soil tester and licensed plumber, because of suitable soil discrepancies he noted during a visit to the site prior to bidding on a mound system installation. Mr. Bird felt that there was not suitable soil for an A+4 mound installation: Several hand constructed soil borings-were constructed to verify sol conditions. One bore was recorded near CST BM#2 and in the approximate location of CST B-2. 00-05" 10YR 3/2 sil, 2mcr, mfr, cw. 05-10" 10YR 3/2 sil, 1 cpl, mfr,. as. 10-16" 10YR 4/4 sil, 2mpl, mfr, cw, with f3f 10YR 5/6 and 5/2 rmfs. 16-20" 10YR 4/4 sicl, with cad 10YR 5/8 and 5/3 rmfs. The soil bring described is not suitable for a mound system since the estimated highest level of soil saturation is the ground surtace pursuant to the requirements of Comm 85.30(2)(b), Wis. Adm. Code. Other soil borings had observed redoximorphic features in the A horizon, and may not be suitable for an interpretative determination in accordance with Comm 85.60(2), Wis. Adm. Code. Further, detailed evaluation needs to be conducted to show that the soil and site conditions can support a mound system based on the current design and code requirements. If there are any questions regarding this report, please contact me. Leroy G. Ja ky, Was ater S cialist Ljansky@co merce.s ate.wi.us E-mail 715/726-2544 Voice 715/726-2 49 Fax cc: County ^ Plumber ®CST ^ Owner ^ Other 03/28/04 MON 1b:48 FAX 71b 386 4686 ST CRX CO ZONING I~j002 •. pep tot Cornmerca r.:..:.:......v carsw end Elulldinas SOtL EVALUATION REPORT - ~ -- - - - - In acxordanee with Comm 85, t/YiS. Aam. was C,o~tY Attach oweptele site Dian on Paper not less than 8112 X 11 inches In size. Plan must trtdude. but not 5mttad to: vertical and haitontal reference point (BM), dueetion and Paroet l.D. Percent 61ope, sale or dimenswns, north aROw, and lopUon and distance to nearest road Please print 811 inf{ormatlOn. Reviewed by PerearWl intoitnaUon you provide msY de used ror es P~acy Lew• s. t5.P4 (t) (m)). property pHmer = [~ P operty Lvca t>r -e.r ~ ~ 1. lot r 1/4 ~(j(,J1/4 $ prvperq- eri Ma ling Address ~UL 2 s z~~2 ~i 81ock # Subd. Name or a ~Z I .~'S ~ ~'j ~~ State Zip e P OrC(j~ ar,.. ,, pClty ~ Yllage [~Potvn W~ Page I of 3 ro•lx pate G~~' T ~$' N R (p E (orI Nearest Road r New Conabuction Use: Residents 1 Numbsr of bedrooms ~"r:L• Code derived design 11ow rate y6~ / ~ C? -v _. GPC Rnl PuWiC or oornmercial - Desutbe: ' Flood Plain elevation It applicable ~!/1 ~7" _ ft. parent rtt4terial r ~In ro~eommendatt«,s: ~Ys~ 1'l"~ ~ ~ ~G V ~ ~0~ • ~ . ` L7 sorinq ` ~~ ~ ®pit Ground surface elev. ~ ~~ tt. Depth to IiMltinq factor t ~~ In- ~ q~rgGon Rata }tprizon Depth pomin8nt Color Redox Description Tp,Xlure Structure Consistence t3ounddry ROOtS GPD/tt= •EtHt1 '~fflt2 in. Mtmsell Qu. Sz. Cont. Color Gr. Sr. Sh. ~ I 8 I 0-'12 31 -" Sit. ? Yak m•~r cs v . 3 t7-Z(~ IUti s 4• c~•P ~.s ~tlt•f sit 2trsbk try ~" - • ~ a 6crtng # ~ eorinq Ground surface elev. ~~ (t. ® Pit !,, Depth to limiting f8C10r _ I"'--- ~. Sa'1 Application Rate Horizon Depth Dominant Color Redox OesaipGon Texture 54vcture Consistence Boundary Roofs •E~GPOHt Etfi#Z in• MunseU Qu. Sr. Cant. Cdor ' Gr_ Sz. Sh. ~ '' n•rP ~~ 1v'~ • 5 ' ~ Z 0-tl lO ~ --~ 5 l1 ~t I r S ~ -- 3 ~ J m r r-r-~- c S ~ • ~ . ~ YD~ ~~ V C~.- • Emue<tt ~~ ~ eoDs > so W zzo mglL snd Tss >30 < ~ so tr+g-l. id Tss ~ 30 ~ _ ~_.. ~ r signature 1 CST NtJmber _ n w ~ .w•.F •......~~ • ---°. 5ck,utnoJlter i'' : ` : ~•• • NtAnber Addr85s Dale E~aludtion Conducted 'ielep 21 l3 $U''~ S~. Sc~me„r5~e-~ tsJ~ 9~40Z~ ;,~: ;.~~ .. ~~ ; ~° ~7~~ Z~F 7- X00 $ SRl).8350 (R07/DO) 03/28/04 MON 1b:48 FAX 71b 386 4686 ST CRX CO ZONING 0 003 r-''~. ~ ~'`~.. ..~ - ~~. Page ellD # 6 ~ r _ 2 of J ~~-~~'~. PtopeRy pwner p ~ p - Pa - Q Boring Q/,Qn - gor+ng # Ground surface elev. ~ it Depth to limiting (actor In. Pit $oil ApPliption Fiats ~~ Depth poRdnant tpbr Redax Oescriptx>n Texture SWcture Consistence Boundary Roofs . GPDtftz "E1f#1 *EffiF2 tn. M~,git tau. Si. Cunt Cola Gr. SZ. Sh. bk n-~-~r ~ 5 1 v~ Z 5 1 b-t2 O r.~ - ms 3i i . ',S ita~Z (O S ~ CZf~,.syry ly S; ~ k w,k'r boring 1« ~ 80r~9 GrOUnd surface elev. Pit ft. DePih to limiting factor in. Soil Application Rate F{p~zon QepUr Dominant Color Rsdox Despiption Te~clure Strudure Consistence Boundary Ro0t5 GI'Drft~ •8ff#1 'Eff~2 MunSell Qu. SZ. Gont Color ici. Gr. Sz. Sh. Boring # ^ ~~ rfaoe elev. 0 Pit Ground su _ - ft I ~PO'- to IimiGng fador m• •t Gption Rate Sa App s RedOle DescripGa+ Wvrizon t)epth Dominant Color Texture Structure Consistence Boundary Roots ~ GPWft •Etf~1 •Eft#2 Gr. Sz. 5h. ln, Munsell Qu. Sa. Copt Coin Effluent #1 = 60D~ > 30 , ZZO mgll and TSS >30 ~ 150 mgrL I 'Effluent #2 = 80D~ < 30 rngll. and TSS < 30 m9n- The Deparbrent of Commerce is an equal opportuttity service p ~ ider and employer. If you need assistance to access services yr need material is as alternate format, please contact th~ department at 608-266-3151 or TTX 608-2ty4-8777. sspa~wtr~otrow 03/29/04 MON 16:49 FAX 71b 386 4686 ST CRX CO ZONING f~J004 .-- SCALE: ~ ° = y0 BM 1 ELEVATION ~ d BM 1 DESCRIPTION,'~pa ~ ~~ ~" ~ ~ ~- P "Pt EZvi 2 EL EVA'X'ION 4'v BM 2 DESCKIPTION~,,,~ , "" t SYSTEM ELEVATION ~(~G ` SYSTEM TYPE-__- M.OtJ {1 ~ _ ~y(*~ ~ CONTOUR ELEVATION `~9 ~ ._0.1__~._.. ~~ i .._._._..__J_._._.._... ... _....... *G~l~ 10 }~ ~~ • ~~ ~1~" ~~~ \ ~° ~~ Jk x~ ~~ - ~ ~•~ . ~ ~ ~ ti ~~ ~ ~~ ~~ ~~ `~ ~ . ~~„ , ~ ~ ~~ SIGNATURE TE `~ ~`' +~ r~ l ~ ~~+-~ 6~' • • 03/29/04 MON 15:49 FAX 71b 386 4686 ST CRX CO ZONING f~j005 ~.. 6a926E"6 RF~IS~TER Oi DtCDS ST. CkOxX CO.. YI RECEIVfiD FOR R&GpRD d0-03-2002 9:00 AM CENT l f / E0 SURVEY MAP ~~~ ~ o.: ". n~ ` CORY FEE: 3.00 tOCATED IN THE NW I/O OF THE NE 1/4 Or= SECtIOW tl, rE6N R/BW,. TONY! tJF EA1! GALLS. 9T,CROIx COUNTr, W19CONSIN. .~FP~RED FOR: NOTE: BEaRrNGS ARE PETER S7ENE NoRiHEI NF of TH NE r~4. (sr.cROlx COUNTY COOROrNATE s rsTfM1, N N4 CORNER Olr S£Cilt7w tI. UNPLAT7Ep LAN rrwNO t' rRgY P1PCI. :••.: , , D$ i ..... ......... .~OTf /.. q y~ y ~' t ~r eo' NoR m L !NE a~ ~ R ~ ~~st `oo''° a~ s sjl.ss'-' ,:~ ~NSS~29. ~.W ~l 8o te• 30'£ i8 as. a•fts. ie' m r3pJ. Qp• s si g n . , -: s, ez acRES w g L QT 3 v ~ E ~, .PAfiE.. q /!3S o n rii, eii ea fr, n Q e. aP ACRES ~ ^~ y i. {! AC. EXC. RrIV n 871.E47 9G FT ~ ~ )R•Nii' r•~•f,a zte,prr aaFT. ~ B. EA AO: EXC. ^ '~ . ~. ' see ~,pp.F R/(,F/T-OP-war ~ ~ t+H g ~ 4f. JT6. ! ~ $ 8 338.65 r SO. F7 at a ~ ,,, Q' Y " a-LS8' o'~ny- ~ -ey '~' 986 Ib' op' E f67.80" ~ g 8 ~ ~ ~ -+: r„ .:1. - - L1: N b ~ ' ~ ~ ~~ tV Fw.: p . 7e ~ i-: '~: '' LOT 4 s g ~ a /9. 3a ACRES z• - W 844, 442 SO. FT. ; $ z ~' '7i , ~ 78. J4 AC. EXC. R/W h j o e4z,zit so.Fr. q ~~ 3P 3' ~ W n NBB~te'op~w z X N At~PROVEp N96~3P'4P"fy 1308.66' ~hrMdnaZan~MtOPidmC~ommtl~ge w stwnr LINE aF ~~ ryy,-A,E OCT 4 3 20pZ ~~~ I b ~ ~ H hot ^~oopsd •rithM JO diyl of ~ ~ aDptorM i01o iPProval shall W ~glplt(tygy~ 1~9:+d wb 8 !/4 CORNER OF ```1,~-r:-;~~,r- 9ECT I ON Y 1. t POUND ~ ,,....,,,~ :- -. , _~"';~ SURVEY NAlL I. `~~ . p 8ET I. O.D X t4' IRDN PIPF pElfiNINC ~< 1^ii~. !. 13185 PER t INfAR f007. : ' • • FOUND 3~4' IRON RC•~fAR. ~ ~~~~~~,,.•~;. ~ ;~• • • FOUND 1. O.D. IRON PIPE. O .•.. .N r•.~~' r••3pp• R • RECOliP DATA LANOK~K JflRVEYIRpia 0 1'p 300 600 par¢p J..\~Z3~Zoo'Z SNEE7 1 OF 2 ~'~"~ 'o"~~0~`- t00[oio MIS rNSi'RVtIfNT ORAf•TEO eY ,Irtw NEBER Vol. t ~ ps je 4386 ~ ~ ,. ~--~' ~ ~ • i~ ~,, X23 ----r---~ f +r ~ ~ ~~~ ~~~ ~ ~ r~ ~ ~ ~~~ ~-~^ ~ ~ r ~ I~ ~ '~~ ~r~ t ,l '' i - ~ '1 f la y^F ~~ ~ '` - - - ~ "- ~~ 1 ! ~r~s ~~ t~ ~ ~ ~ ~ ~ ~~ -- 0 0.1 0.2 0.3 0.4 0.5 km A A.1 A_9 A_3 A_4 A_ri ~i °;~T NUMBER 86 -~~ .. '~ r ~ ~' t RgC~ _ Y$~~ . ~ ~ ~r ~ f t '~ _ ~, ij ` "~ ~ _ I i `'_- eo a' ~t ~ ~ ~ ~`-~ ~~ ~` sae., '~`~~ 3 ~~ , - ~ r ti; Va8 ~ ~' s~; ~ ~a1~ ~° i~ VaCZ Ao8 ~" ~ ~ ~ ~, ~ .Y C. h y ~ a ~ f ~ t~ ~~ ?, 'FoB vR .~ ~, ~~- 1 kfOA _ -,Y oB' 4 ~. _ ~. a j ~3.i ESA K 1"'4~~ . ~. SrA ~ ~ - ~ '!~ ~a6 ~ Sad t ~ z ~~_ V/,isconsin lh:Partment 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 I I inches in size. Plan must include, but County Saint Croix 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 TD # 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 xm)). Property owner: Property location Lydia Albu c/o Dale Hudson, Boldt's Plumbing and Heating Gov't lot: NW 1/4 NE 1/4 S21 T28N, R16 E (or~1 Property owner's mailing address: Lot a Block a Subd. Name or CSMN 820 Main Street 3 NA NA - 8.52 Acres City /Stale / Z,ip Code Phone number. city Village own Nearest Road Baldwin / WI / 54002 715-684-3378 Eau Galle 30`"Avenue ~ New Construction Use ~ ResidentialMumber of bedrooms 3 Addition to existing building: NA ^ Replacement ^ Public orcommercial -describe Code Design Flow Rate: 450 gal/day/ftsq Parent Material: Glacial till General Comments and Recommendations: Soils are somewhat poorly drained 13apludalfs underlain by glacial till. Redox features are the result of perching above the dense till layer. Along narrow mound SAS is recommended for this site (gravel area = 4 ft x 112.5 ft) with 2.50 feet of sand fill). Pits are hand-dug with spade and shovel. Due to the shallow depth to seasonal saturation, an aerobic treatment system is highly recommended. French drain or other type of water diversion is also strongly recommended up slope of the mound. See plot plan. SOIL DESCRIPTION REPORT Boring # Horiwn 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 I Etftll Eff#2 Ap 0 -10 l OYR 3/3 NA sil 2mgr mfr aw 2f 0.6 0.8 Ground Elev (ft.) Btl 10-17 1 OYR 4/3 fl f 7.SYR 5/6 sil w c lmpl mfr aw l f 0.4 0.6 108.46 Bt2 17-21 lOYR 4/4 m2d 7.SYR 5/8 sicl lfsbk mfr as NA 0.2 0.3 Depth to limiting C 21-26 7.SYR 4/4 mad 7.SYR 5/8 scl massive f actor- in. 0 Remarks: Btl horizon -small areas of clay bridging, worm channels; Bt2 horizon - lazge amt of clay, 5% gravel Boring # Ap 0 - 8 1 OYR 3/3 NA sil 2fgr mfr aw 2f 0.6 0.8 Pit 2 Btl 8 -13 7.SYR 4/3 flf 7.SYR 5/6 sil w c lmsbk mfr aw if 0.4 0.6 Ground Bt2 13-19 7.SYR 4/4 m2d 7.SYR 5/8 sicl lmsbk mfr as NA 0.2 0.3 Elev (ft.) 105 46 C 19-25 7.SYR 5/4 map 7.SYR 5/8 sel massive Depth to limiting factor- in. 0 Btl horizon - small areas of clay bridging, worm channels; C - 5% gravel. CST Name: Eli M. Gottfried, Gottfried Environmental Signature: ~ ,~ ~ Tel. No. 715-833-1400 Address: 124-1/2 Graham Ave. Eau Claire, WI. 54701 Date: 22 Apri12004 CST # 221981 .. SOIL DESCRIPTION REPORT 'roperty owner Anderson Pazcel ID# Boring # Pit 3 Horiwn Depth in. Dominant Mansell Color Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/FTZ EtFN I Eff712 Ap 0 - 7 l OYR 3/3 NA sil 2mgr mfr aw 2f 0.6 0.8 Ground Elev (ft.) Btl 7 -13 lOYR 4/3 f3f 7.SYR 5/6 sil w c lmpl mfr aw If 0.5 0.8 106.46 gt2 13- 18 1 OYR 4/4 m2d 7.SYR 5/8 sicl I fsbk mfr gw t f 0.2 0.3 Depth to limiting C 18-25 7.SYR 4/4 m2p 7.SYR 5/8 scl massive factor- in. 0 Remarks: Btl horizon -small areas of clay bridging, worm channels; Bt2 large amt of clay + 5% gravel; C -high and low chroma redox. Boring # Ground Elev (ft.) Depth to limiting factor- in. Boring # Ground Elev (ft.) Depth to limiting factor- in. Remarks: Boring # Ground Elev (ft.) Depth to limiting factor-in. c a~ °' ~ ~ 3 m ~ 2 U ~ ~ ~ o •~- ~ o ~ No \ Y N i:~ ~ O O ~ N N O O K 0 0~ Eola~Q ~o ~ { ~~~ V ~ ~ ~ ~ O Q ~ N ' ' N~ ~QN s= -p t6 O U O,C O 4) t1') . n~.C~ti 000 II t' 3cc~Z' N °°c°D ~~ ~ (A i~ J ~ a~ °" ~ O ~ E - ca C_ O N O ~ N O U O ~ O U rn c ~ _ ~ ~ Q M ~ ~ O (6 O- x ~ ~ O O ~ O .-. ~'' N N ~- d 'O ~-' ~ C ~zC~ cm ~~~~ ~_ ~ ~ QZW (a O ~ v (a N tB r O00mti r D U' O O O C ~ m ~ M ~ O ~ i 2 N ~ O - ~~~ ~ r O ~ ~ ~ - - - - - - ~\/~ ~ \ ~~CO N i~ ---0------~_ O i N '~~' O j ~ ~\ O~ ~ Q ~ ~ _ ~ ~~'CO .~ ca ~• Q, 0 ~ \ ~. 0 / '~ `~ r O _~ U C N C O N N O 2 F- O z °~ ~ U cn "O C ~ . v s-. ~ ^p ~ Q ~ ~ ~ ... a ~ ~ ~ b U ~ ° ~ ~ v~ ~ ~ ~ ~ ~ O ~ °~ ,O ~ b ~ °o N ~ w ~ x o W a i , ~ N ~ ~ ' A N ~ N C7 W W U A ~~~ O 00 r bA J a i W N M O O C p. j O O Q, O- O '~~. C O O ~ O ~ O w c n o ~ o to o II W m GO TTFRIED 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!riexecac.com June 6, 2004 To whom it may concern: Attached please find the mound design for the Albu 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. O 1 /01) and the Pressure Distribution Manual for POWTS - SBD-10706 (R. O 1 /01); 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 Private Sewage System Plan Index/Checklist Plan ID#: NA Owner's Name: Lydia Albu Legal Description: Address: NW NE 21 28 16, lot 3 c/o Boldt's Plumbing and Heating, Dale Hudson, 820 Main Street, Baldwin, WI. 54002 City/Village/Town: County: Eau Galle St. Croix Page # Included Three copies 1 of 9 xxxx Site lay-out 2 of 9 xxxx Mound Cross-section 26 of 9 xxxx Diversion Trench 3 of 9 xxxx Lateral lay-out 4a of 9 xxxx Tank Cross section - 46 of 9 xxxx Additional Specs 5 of 9 xxxx Pump Curve 6a of 9 xxxx Soil and Site Evaluation 66 of 9 xxxx Soil and site Evaluation 7 of 9 xxxx Plot plan 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.01/O1) and the Pressure Distribution Manual for POWTS (SBD-10706-P) (RO1/O1) Plumber/Desi ner Credential # Eli M. Gottfried 240410 Address City St. Zip 124-1/2 Graham Av Eau Claire WI 54701 Signature Additions: 8 of 9 -Management Plan 9 of 9 -Management Plan Comments/Special Instructions ^x Return by Mail ^ Fax Letter to County/ Submitter Fax number: ^ Call for Pick-up ^ Other Seal Signature Date For Office Use Only Attachments: I) Application 2) Soil and Site n 3) Plot Plan 4) fee N ~ ~ 2 p C O ~ 3 ~ _ ~-" -p p. ~ p C O U .. . . ~~ o ""' N 'a ~ ~o O L.. O ~ ~ Y L N a i ''~ ~ fa ~ N C O N .~ C~ vpi O ~ C M p O X V ~ O C yN, E p L 'a Q X O +• O -p rs cv °- .3 V cv y.. v m N Q ~ °~ c>s ~ N :~ o 3 ~ ~ o ~ 3° n Eo 3 ~ v i E c -°a ~ t °-~ n QQ ~ oo~ ~~ cno~o gt~~f` 00~ II ` M U II ~ O ~.C ~N ~ O~~ ~;0, m °U ~ Nch -v O Q O Q C (nMJ~ N N ~ O p f0 d. X O ~ .~ C~ ~ N~ O ~ O N O O E N M .~-: ~~ N N M Op i N(q ~a.'a~ ~ ~ ~ ~ U 'a3N ~ 'O'.N..= O~M ~ ~ w ~' ~ N~ .O.C~ n~ _ ~ °'• ~ZC~ cmW~ 3m a> ~ ~ ~ mO--°~ ~m NM ~ O ~ ~~ ~ ~ O tON Nr- QZW E c~~ooml~ ~ ` o ~ O N O ~ M ~ O _ - - - - - - - - , O ~~ i~ ~ ~ ~ ~~ N ~~ ,,---o-- ---- q_ ~~c0 O _ _ N ~ ~ M ~ ~ , Q .~ O ~ O Q ~ ~ ~ r'~Y.~ to O M ~ap~s- ~ ~ ~ ~ ~ \ \ ~ `c0 ~ 'e3 a o , c ~- o`s' ~ ~ o ` , ~ ~ n °' o s= Q - - - - - - - - - N'o - o Q C i ~~ ~ N .L. C O N O ~ ~ ~' O z °~ ~ EL ~ ~ o ~ ~' E Q .~ n. ~ y N ~ ~ U ~ ~ p ~ y G ~ v~ c ~' c y d a o ~ == . b v o .G ~ o fn ~ v L7.7 p ~ id Q abi O 7 A ~~ N ~ ~ _ ~ d ~ C7 W [l U A v~ ~ O O O ~ O M ~ ~ O ~ O II ~ O O~ Q ~ O ~ I~ W m 1~ I i i 'i GOTTFRIED ENVIRONMENTAL For: Albu Date: June 4, 2004 NOT TO SGALE K ' ~ L ,~ f 0 - - - - 'Sa'FZFIO~ "- A W -- --~ I forcerran - - observatim (ipe dstrib~tim ppe absevation ppe Fhlv~v uit approved syrtFetic fabric 6' topsail ASTM-C33 H - - - - G - ~meriun sard-- - - - - - - - - - - - 6 F E D tilled area maximum slope: 6% Dimensions: (feet) Loading rate in ASTM C-33 sand = l .0 gpd/sgft.; 450 gpd / 1.0 = 450 sgft. A = 4.0 B = 112.5 K = 13.89 L = 140.28 J = 1$~7 -based on a~:l slope I = 30.36 -based on 5:1 slope W = 4.53 D = 2.50 = 30 inches sand fill E = 2.75 = 33 inches sand fill F = 1.00 G = 0.5 H = 1.0 Basal Loading Rate: 450 /((112.5)(34.36)) = 0.12; Linear Loading Rate: 4.00 See additional informa tion on up-slope sizing and diversion ditch -page 2b of 9 Page 2 of 9 GOTTERIED ENVIRONMENTAL c / B B Gradient to blend into natural landscape S T W X Y B B I 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. B - -' A~ Grade Elevations: Trench Elevations: 5= 107.46 ft. 5=105.21ft.,A=1.Oft,B=6.25ft,D=1.25 ft. T = 107.46 ft. T = 105.46 ft. W = 107.46 ft. W = 105.71 ft. X = 107.46 ft. X = 105.96 ft. Y = 107.46 ft Y = 106.21 ft. Z= 107.46 ft. Z=106.46ft.,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 1.25 feet = 15 inches. Page 2b of 9 GOTTFRIED ENVIRON~VIENTAL PIPE LAY-0UT pipe end view NOT TO SCALE Z Endcap ~ P ENDCAP p TO ENDWALL X/2 X X Y TO SIDEWALL "X"SPACES MUST BE EQUALLY SPACED. "Y" SPACE IS VARIABLE AS NOTED ON PLAN. ALL HOLES MUST POINT DOWN. LAST HOLE MUST BE NEAR ENDCAP. access cover ends side view oFpipe w/ tum-up - - - - ange For: Albu Date: June 4, 2004 Hole density per cell = <12sgft.; 450sgft 112 sgft /hole = 37.5 holes. Proposed holes = 22 per pipe. Distance from manifold to last hole = 57.75 feet = 57 ft 9 inches = 693 inches. EZFIow length = 60 ft. = 720 inches P (ft) = 62 ft to turnup from manifold. Last hole is 18 inches inside of EZFIow on end before turn-up. First hole is 9 inches from manifold. X (in) = 33" Y (in) = 33" -distance from last hole to next to last hole hole dia (in) = 3/16; q = 11.79*d(exp2)*2.5(expl/2) = 0.655 lateral dia (in) = 1-1/2; manifold dia (in) = 2 force main dia (in) = 2; # holes/pipe = 22 invert elev of laterals (ft) = 109.46' force main length (ft) = 120' max. GPM = 28.82 friction (ft)= 2.03 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 (R01/O1) and the Pressure Distribution Manual for POWTS SBD-10706-P (RO1/O1) Page 3 of 9 GOTTFRIED ENVIRONMENTAL 18 in ~ PPa 6 in rririmm 4' rririmm baffle ~ ~~ ~~ I (kidcDisoorr~ect I ~ ~ i wefQr tiglt seals A ~ i i i ~ Zahelfil I iil ~ - i alarm i I - ~ aff PmP D oo'Crele dock 3' of boding aide tank For: Alba; date: June 4, 2004 SEE FOLLOWING PAGE (PAGE 4b OF 5) FOR ADDITIONAL NOTES [ntemal dim: length: 147" width: 67" liq. dep: 42" Pump: Goulds Model: WE03M Switch: Manual Tank Manufacturer: Huffcutt Tank Size (gallons) 1000/600 nominal; Actual capacity of dose chamber = 627 gallons Gallons per inch: 14.93 Alarm Manufacturer: SJ Electro Model Number: Tank Alert 1 Switch type: mercury Minimum Discharge Rate (gpm): 28.03 Code calls for dose to be < 20% of Daily Wastewater Flow & > Sx's the void vol of the laterals =between 53.13 and 90 gallons. Dose: 75 gallons; Doses per day: ~6 (including 19.68 gallon void from force main). Capacities: Depth A B C D Bottom of pump tank = Elev of pump = Elevation of laterals = .. ~ ~~ Cafldllt 12in mri T in rririmm 94.16' 95.58' 109.46' Vertical dif. between pump off and dist. pipe: 13.88 ft Minimum network supply pressure: 1.3 x 2.5 = 3.25 ft. 120 ft. Force main =friction : 2.03ft. Total dynamic head: 19.16 ft. OUTLET SIDE OF SEPTIC TANK MUST BE EQUIPPED WITH ZABEL FILTER, MODEL A100 DRUM 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. inches gallons 20.97 313.12 2 29.86 5.02 75.00 14 209.02 atilet hde 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/Ol) and the Pressure Distribution Manual for POWTS SBD- 10746-P (ROl/Ol) Page 4b of 9 PUMP CURVES FOR GOULDS PUMPS I~I~i'f£ Lir SiC3 1 1t~ ~~ ~~ 3 _. ~. ~ ~~ .--mot, ~ ,.~.~. r ~ i ~ ~ i _ ` t ~ ~ M/Yl~ ~~~ ~ r ! 'Y'om J +-;+.~~ ~~ f ~ } ...,~.,~, „.y ,,... e ~{{ ~i ~ ~ e i ~~ ~ }`n..- ,.. F ~ l ` 1 wrr ~+vsw~~ ~~....~ a 5 iff .. 11 w,~.yr. Q,A vH , a ~ 1 ~ r ~ ~. ~~ r ~, .~ j "- .~.,,... + F. F ~ ,y... ..~ "q .,.. ~~ F ~ <.~... .r..,, . ~ 1 .w... z i i p 4 ate.. ". ..... .w. 4 i ~ F ~ , B ~ _~, ~~. ~ z.,,y ,,,®, q' ~, s s C .~.~ ~~ ~ ~ ~ 'rt ° I~ f t ~ a ~ t ~ ~ ~ ~ V ! ~ ~ • ~ L • ~ 4 ..W„jw'°„r DIY ~Vrrx rs. i .+!-....,K u1~+` ] r } ~ t Page 51! of 9 V~`isconsin Department 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 1 l inches in size. Plan must include, but CO1mty Saint Croix direction and percent slope scale or oint (BM) al and horizontal reference : verti it t li d t , , p m e c no o 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(ixm)). Property owner: ' Property location NW ' R16 E r~ 1/4 NE 1/4 S21 T28N s Plumbing and Heating Lydia Albu c/o Dale Hudson, Boldt (o , Gov t lot: Property owner's mailing address: Lot # 131ock # Subd. Name or CSM# 820 Main Street 3 NA NA - 8.52 Acres City /State /Zip Code Phone number: city Village own Nearest Road Baldwin / WI / 54002 715-684-3378 Eau Galle 30`h Avenue ~ New Construction Use ~ Residential/Number ofbedrooms 3 Addition to existing building: NA ^ Replacement ^ Public or commercial -describe Code Design Flow Rate: 450 gallday/ftsq Parent Material: Glacial till General Comments and Recommendations: Soils are somewhat poorly drained Hapludalfs underlain by glacial till. Redox features are the result of perching above the dense till layer. Along narrow mound SAS is recommended for this site (gravel area = 4 ft x 112.5 ft) with 2.50 feet of sand fill). Pits are hand-dug with spade and shovel. Due to the shallow depth to seasonal saturation, an aerobic treatment system is highly recommended. French drain or other type of water diversion is also strongly recommended up slope of the mound. See plot plan. SOIL DESCRIPTION KEYUK'1 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 Eff#1 Eff#2 Ap 0 -]0 1 OYR 3/3 NA sil 2mg mfr aw 2f 0.6 0.8 Ground Elev (ft.) Btl ]0-17 IOYR 4/3 flf 7.SYR 5/6 sil w c lmpl mfr aw if 0.4 0.6 108.46 Bt2 17-21 l OYR 4/4 m2d 7.SYR 5/8 sicl 1 fsbk mfr as NA 0.2 0.3 Depth to limiting C 21-26 7.SYR 4/4 mad 7.SYR 5/8 scl massive factor- in. 0 Remarks: Btl horizon -small areas of clay bridging, worm channels; Bt2 horizon -large amt of clay, S% gravel Boring # Ap 0 - 8 l OYR 3/3 NA sil 2fgr mfr aw 2f 0.6 0.8 Pit 2 Btl 8 -13 7.SYR 4/3 f2f 7.SYR 5/6 sil w c lmsbk mfr aw ] f 0.4 0.6 Ground Bt2 13-19 7.SYR 4/4 m2d 7.SYR 5/8 sicl lmsbk mfr as NA 0.2 0.3 Elev (ft.) 105 46 C 19-25 7.SYR 5/4 map 7.SYR 5/8 scl massive Depth to limiting factor- in. 0 Btl horizon -small areas of clay bridging, worm channels; C - 5% gravel. CST Name: Eli M. Gottfried, Gottfried Environmental Signature: Tel. No. 715-833-1400 Address: 124-1/2 Graham Ave. Eau Claire, WI. 54701 Date: 22 Apri12004 CST # 221981 SOIL DESCRIPTION REPORT 'ro owner Anderson PazcelID# 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 EflN2 Ap 0 - 7 lOYR 3/3 NA sil 2mgr mfr aw 2f 0.6 0.8 Ground Elev (ft ) gtl 7 -13 lOYR 413 f3f 7.SYR 516 sil w c lmpl mfr aw if 0.5 0.8 . 106.46 g~ 13-18 lOYR 4/4 m2d 7.SYR 5/8 sicl ifsbk mfr gw if 0.2 0.3 Depth to limitin C 18-25 7.SYR 4/4 m2p 7.SYR 5/8 scl massive g factor- in. 0 Remarks: Bt 1 horizon -small areas of clav brid~inQ, worm channels; Bt2 IarQe amt of clay + 5% gravel; C -high and low chroma redox. Boring # Ground Elev (ft.) Depth to limiting factor- in. Boring # Ground E1ev (ft.) Depth to limiting factor- in. Remarks: Boring # Ground Elev (ft.) Depth to limiting factor- in. ~ ~ 3~ L M~ ~ .~ W 2 c C O N O U ~ ~ ~ ~ ~ W M ,a O X CJ c~ E 'a Q x O p N~ ~ ~ U .~ `= a O (O m (B Q ~ ~ Q~ O fl.U a0 ~ 3 n a 7i E c a ~ ~ •~m Q- E o ' a~.~-~ a~ ~ v~ o o c (n o~ o rn a~~ av-~ ~ o_ ~. ~ co,a3 c r- N o ~ ca ~ Q"~~.flti oo°o ° ~ M ~ ° ~ ~, a~ 3•c ~ n ~ o°~ ~m m °~ ~ NM ~ ~ a ~ a (~ M J~ ~ N~ O p (B N ~ O ~ O N\ ~ ~ ~ ~ X ~ N ~ o ~•~ ~~U ~ ~ c ~~ c`~i ~ ~ ~ ~ ~ o O O N .r-. ~ fn ~ ~ '~ L -v N ~ ~ '.N-. 2 c ch 3 N' p Cfl ~ J W O O~ .O ~ o~p i~ ~ ~ Z~ cmW~ 3cO lm~~ ~ O ~ ~~ O ~N O fBN (O~ )M NM ~ ~ ~ QZ W ~ UDOOmt~ 1 ~ ~ ~ O N O ~' M ~ O - - - - - - _ O ~'~ \ ~ ~ ~ N ~~ ,._--o-------q_ NCO O _ _ N O ¢ ~ `~ IS') ~ ~_ ~ ~~(p M~ ~ ap _ ______ ~ Fr .~. ~ L!') fB ~`' O.O ~ O O ~ S ~ p~, ~ ~ r O C a - - - - - - - - - - - N OO O a U ~~ a y C .•. C O . O N O "~ ~~ ~ ^ ` W O Z ~ r ~' _> G d o ~ ~ A 0 ~ a C y N ~ ,OD b ~ G U '~ ~ y ~ vi ~ ~ ~ N y. ~ o ~ . ~ ~ o . o C ~ N f1. ^ Q N ~ ,g C7 d N ~ C7 W W U Q in ~ O O O N O M r ~ O ~ O y ~ ~~ O a.. O O ''' O~ W ~ C G m 1~ 1 I I i I ~~ i I I I I I POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION Owner Lydia Albu Permit # DESIGN PARAMETERS Number of Bedrooms 3 ^ NA Number of Public Facility Units x NA Estimated (average) flow 3 0 0 al/da Design (peak) flow = (Estimated x 1.5) 4 5 0 al/da In Situ Soil Application Rate 0.12 al/da /ft2 Standard Influent/Effluent Quality Monthly average* Fats, Oil & Grease (FOG) 530 mg/L Biochemical Oxygen Demand (BODs) 6220 mg/L ^ NA Total Suspended Solids (TSS) x150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BODs) 530 mg/L Total Suspended Solids (TSS) 530 mg/L ^ NA Fecal Coliform (geometric mean) 510' cfu/100m1 Maximum Effluent Particle Size ~ in dia. ^ NA Other: ^ NA "Values typical for domestic wastewater and septic tank effluent. SYSTEM SPECIFICATIONS Tank Manufacturer Huf fcutt ^ NA x Septic ^ Dose ^ Holding vol. 10 0 0 gal Tank Manufacturer Huffcutt ^ NA ^ Septic x Dose ^ Holding vol. 600 gal Effluent Filter Manufacturer Zabel ^ NA Effluent Filter Model A10 0 Pump Manufacturer Goulds ^ NA Pump Model WE 0 3M 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) ^ At-Grade xx Mound ^ Drip-Line ^ Other: Other: ^ NA Other: ^ NA MAINTENANCE SCHEDULE Service Event Service Fn;quency Ins ct condition of tanks Pe () At least once eve 2 ^ month(s) (Maximum 3 years) ry~ x ear s ^ NA ^ When combined sludge and scum equals one-third (3~) of tank volume ^ NA Pump out contents of tank(s) ^ When the high water alarm is activated Ins ect dis ersal cells P P () At least once eve 2 ^month(s) (Maximum 3 years) ry~ Xx year(s) ^ NA Clean effluent filter ^ month(s) At least once every: 3 Xx year(s) ^ NA Ins ect um um controls & alarm P P P P P At least once eve 2 ^ month(s) ry~ Xx year(s) ^ NA Flush laterals and ressure test P At least once eve 2 ^ month(s) ry~ 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 (~) 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 512 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. GMW (12/02) Page of START UP ANb 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 pertormance 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: p 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. «WARNtNG» 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) Fliter should be inspected periodically throughout the year; 2) For new construction, the tank(s) should be pumped prior to occupancy. Filter should be inspected for latex paint contamination if nHl~ icn4 Icvcl hie rc~rhai'I fha laval of fha filfor nrinr fn nn i ~n nr~. POWTS INSTALLER Name Boldt's Plumbing Phone 715-684-3378 POWTS MAINTAINER Name Eli Gottfried Phone 715-833-1400 SEPTAGE SERVICING OPERATOR PUMPER Name Phone LOCAL REGULATORY AUTHORITY Name St Croix County Phone 715-386-4680