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HomeMy WebLinkAbout018-2019-15-000 6 1 - zo t - /5 - Pc,:A..-v.,crv,, ZC3. z . 17 # S 1 ► 81-17 Y .` ' � • C Ott FIELD INSPECTION & SERVICE REPORT INSTALLATION AUTHORIZED SERVICE PROVIDER it//i),A1/5 fc/4n1rnr»d 4.(,0..vl4- 4t/ci4iree/S, installation Address: 3'/5'-/7 Name?- amr.S e DmPsrn Owner Name: 7oddI C.i 4 5P4r A Street: Mail Address: /x//27 7.L- 4' Mail Address?,cc/sa» /_�,,NC . ( City A ,,y nc4tate (.0/. Zip 6-0/5— /5 City Q5CeoCt. State 0,- Zip 5-5/45-20 Phone Fax Phone(7).5)246-7761 Fax e-mail e-mail ,,4eg.50,'1(J Fr'orr6w—Azi,nd INSTALLATION INFORMATION Model No. Blower Brand and Serial No. Date of Installation Date of last pump-out //oat _ Size /-f- co 6 4/0Y/07 5.e .�. 20/.2- EQUIPMENT DETAILED COMMENTS OF SITE CONDITIONS- OPERATION YES NO MAINTENANCE PERFORMED OR REQUIRED Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating • (if present) r/ Blower(s): �� �j Air Inlet Filter Clean ✓ 07--e.43.1--A-d1 .7� "�'G . (1Q4t.,,4 1 Blower Hood Vents Clear (J - Excessive Noise Excessive Vibration Treatment Unit(s): Unusual Odor f System Vent Purnpout Primary Required: `/ Primary Settling Zone � �js._�f/it%� �O Aerobic Treatment Zone i,J 4? - cjeio EFFLUENT: LIMIT RESULT Estimated Daily Flow pH (Standard Units) 6-9 S.U. Color Clear Temperature Dissolved Oxygen (effluent) 2 m,g/L Odor Slightly A Musty odor VI ..... ..A-4 (not septic v" OWNER SIGNATURE TEC, NICIAN SI •• • ' RE SERVICE DATE '44 i�T r / ' . g Zo / 51 i n #4-10 A–S FIELD INSPECTION & SERVICE REPORT INSTALLATION AUTHORIZED SERVICE PROVIDER O/i ;/ 5 n1Mcn ,Q,c—5kr%4 ;; Nation Address: /0626--/ Name 6mr.5 �!��rn 5�� Owner Name: Street: ii address: /627 Y,106 ijdC Mail Address- ,'e,�inz II// j /4-1Wr:4tale W/. Zip 5W/5 Cit 06cev6a State 4DI. Zip T16-'20 Phen= Fax Phone(7)5�246-7767 Fax email e-mail ;l Fro '-c t4,lid INSTALLATION INFORMATION Model No. Blower Brand and Serial No. Date of Installation Date of last pump-out h/0_0f Size 6cc O p LQUIPNIENT DETAILED COMMENTS OF SITE CONDITIONS– OPERATION YES NO MAINTENANCE PERFORMED OR REQUIRED Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating (if resent Blo��er(s): r Inlet Filter Clean 31c, er Hood Vents Clear _z:essive Noise �:�cessive Vibration Trcaunent Unit (s): Unusual Odor Svstem Vent Pum out Required: Primary Settling Zone =c Treatment Zone EFFLUE�N'T: LIMIT RESULT Estimated Daily Flow t>H (Standard Units) 6-9 S.U. Color Clear Temperature Dissolved Ox en effluent 2 to /L Odor Slightly Musty odor not se t' OWNER SIGNATURE I TEC NICIAN SIQNATURA I SERVICE DATE FIELD INSPECTION & SERVICE REPORT INSTALLATION = AUTHORIZED SERVICE PROVIDER � o/.n� :/ 5 � n7in�n ,4,�.��;.1'�.5% i�✓< u4 tip+ ,� Address: 3 /:5'-1 Name c�,n�.5 !- wrn sen 0,.,,ner Name: Street: `,l:.il .'address: /6 Z7 ; - 4✓C Mail Address 3Sw�icc/sin / ('C 44 s- _ lit 4D/. '/0-241 ate GcJ/. Zi �/.5 City SC�v State Zip 5 'I^on° Fax Phone(7)5J2,/6--7767 Fax - maii e-mail A -FrEccr&-clid nd INSTALLATION INFORMATION del No. Blower Brand and Serial No. Date of Installation Date of last pump-out N�of Size O EQUIPYIENT DETAILED COMMENTS OF SITE CONDITIONS- OPERATION YES NO MAINTENANCE PERFORMED OR REQUIRED Electrical Panel(s) Visual Alarm Operating Alarm Operating (if present) [31o�ser(s): .Air Inlet Filter Clean 3lo\%er Hood Vents Clear Excessive Noise Excessive Vibration Treatment Unit (s): —usual Odor LX S�stern Vent Num out Required: , Primary Settling Zone _aerobic Treatment Zone ( "V. EFFLUENT: LIMIT IRESULT Estimated Daily Flow PH (Standard Units) 6-9 S.U. Color Clear Tem erature i Dissolved Oxygen effluent 2 m /L Odor Slightly Musty odor (not se tic) OWNER SIGNATURE TE INICIAN SIG URE SERVICE DATE .,� Za/3 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety ~nd B ~ Iding Division INSPECTION REPORT t GENERAL INFORMATION (ATTACH TO PERMIT} Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 {i)(m)]. Permit Holder's Name: City Village X Township Rollin Hills of Hammond LLC Hammond, Town of CST BM Elev: Insp. BM Elev: BM Description: -.,~,, ; , ,~ ~ c• ~" p TANK INFORMATION n TYPE MANUFACTURER ~~ CAPACITY Septic ~ i ~_ an ~-- Dosing ']r-...,, s t 25oa Aeration Holding TANK SETBACK INFORMATION TANK TO ~P/4T WELL BLDG. Vent to Air Intake ROAD Sept pt;c C ~' I~ ~ _/_T ~ 3~0' 3~ i a S g Z5 7 ~a~~ > ~cx~ ~ y ~av' .._ Aeration O Holding PUMP/SIPHON INFORMATION !~ ~ _,.L~ Manufacturer /I J Demand ~O J ~ ~J GPM Model Number ~~Q ~ / l~ TDH Lilt A =riction Loss System Head r TDH F ~.~ • Forcemain Lengt / Dia. I/ Dist. to Well ,/ ~. h ~LTTL! Z ~ ~ , SOIL ABSORPTION SYSTEM County: $t. CroiX Sanitary Permit No: 514847 State Plan ID No: Parcel Tax No: 018-2019-15-000 Section/Town/Range/Map No: 29.29.17.1215 ELEVATION DATA ~ , ~f , .~5. yL. ~ ab . 5 Z_ . STATION BS ~•~-r- HI ~t1~ FS ._r-_...._ ELEV. ... ~.. Benchmark ., '° ~ -° '. ~ ,;; ~~..,,.,.~ ~,~- ~~~~rt,~,,~~ 3, ~, l~'7~ , ~~ Alt BM lrJ 2.95 3 . $ gas . z.S Bldg. Sewer SUHt Inlet . ~ 1~f~ W . (pS SUHt Outlet 4.~ ~oa,~5 Dt Inlet Dt Bottom J ~' 71 ~„~ ~ ~ Header/Man. t~` 03 /a~ •55 Dist. Pipe ~ • ~S col . 53 Bot. System /dp. Final Grade S,a 3 /d?. s5 Stover /~~ti L, I G J ~~ / / r V~ Y lUd.~15 ~.~,,'~~-.~., d ' f~~, I ~j-~ . BEDITRENCH DIMENSIONS Width 7, 5 Length ~ /~~ No. Tren es ~ PIT DIMENSIONS No. Of Pits Inside Dia. -~ Liquid Depth ~ SETBACK I F TIO SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING CHAMBER OR Manufacturer: ~ N ORMA N Typ System: ~~ ~,~y / L~"• ~ ~'~ 7 ~~ ~ ~~ UNIT Model Number: `~- DISTRIBUTION SYSTEM /Un(1.4.~ Header/Manifold ~ ~ ~~ Distribution ~, i I Pi e s ' C C x Hole Size ~ ~ , x Hole Spacing ~ Venlt to Fjir Intake ~Q~•~ ~ j,,~ i wv Q ~ , ~ ~J • • -' /• ~ ~` / 2 •~ ~ D Length_ a_,_ Dia Length Spacing J ---- -- _ , SOIL COVER x Pressure Systems Onty xx Mound Or At-Grade Systems Only Depth Over Bed/Trench Center C gs Depth Over Bed/Trench Edges xx Depth of Topsoil ~"' xx SeededlSodded xx Mulched ~. ` . Yes ~ No Yes ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Location: 1627 72nd Ave Hammond, WI -54015 (SW~/4 SW 114 29 T29N R17 ~-}ca dC,c~.. ~ S ~ 1.) Alt BM Description = ~ r 1 ~ ~ ~ s ~ 2.) Bldg sewer length = ~r b Z' -amount of cover = ~~ brJ~• - - ~4 N -- - m revision Required? ^ Yes ~ No 7 ~ T ~ j other side for additional information. ~ I Da Inspection #1:~/ ~ !~'' (~~ Inspection #2: ~ / +~t-~'/ ~-` ,? W) Rolling Hills Farm Lot 15 "~arcel No: 29 9.17.1 5 ~~`~ ~~; _ i i __ Insepctor's Signat Cert. No. 710 {R.3/97) /t ~ ~ ~///O~ ~5 ~J~~ 0/ ( P R-PViS~ nn commerce.wi.gov Safety and Buildings Division county 201 W. Washington Ave., P.O. Box 7162 St. Croix ~ sco n s ~ n Madison, WI 53707-7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce Sanitary Permit Application ' State Transaction/N~,um2ber / ~ ~~ "'/ mmental In accordance with s. Comm. 83.21 {2), Wis. Adm. Code, submission of this form to the prop unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS aze project Address (if different than mailing address) submitted to .the Department of Commerce. Personal information you provide may be used for secondary 1627 72"d Ave. oses in accordance with the Privac Law, s. 15.04 1 m , Stats. I. A lication Information -Please Print All Infor n Property Owner's Name Pazcet # 018-2019-15-000 Rollin Hills of Hammond, LLC -Dave Peters Property Owner's Mailing Address J Property Location 7 J 400 South second Street / ~ G-/ Govt. Lot City, State Zip Code ppp~ Sw'/<,Sw'/o, Section 29 Hudson, WI 54016 6-8236 (circle one) T 29 N R 17 w II. Type of Building (check all that apply) ~t _ i,ot # ; ~ ®1 or 2 Family Dwelling -Number of Bedroo~ /T'~ cC:Sf ~- 15 Subdivision Name Plat of Rolling Hills of Hammond 1,.,•... ^ P Public/Commercial -Describe Use ^ city of / ~ Na ^ State Owned -Describe Use ! CSM Number ^ Village of x'~v ~~~ ~ Na ®Town of Hammond III. Type of Permit: (Check only one box on line A. Complete line B if applicable) `~~ New System Replacement ^ TreatmenUHolding Tank Replacement Only Other Modification to Existing System (explain) -"-'-"~ System B. ^ Permit ®Pertnit Revision ^ Change of ^ Permit Transfer to List Previous Permit N e',~tid ued /~/ Renewal Before Plumber New Owner ~ Ex iration IV. T e of POWTS S stem/Com onentlDevice: Check all that a 1 dJ ^ Non-Pressurized In-Ground ^ Pressurized In-Ground ^ At-G Mound > 'table soil Mound < 24 in. of suitable soil ^ Holding Tank ^ Other Dispersal Component (explain) ®Pretreatment Device (explain)Hoot H-600 `! V. Dis ersaUTreatment Area Information: w Design Flow ( ) 600 Des Soil Application Rate(gpdsf) Disp al Area Requ' ed (sf) f 6'~sq.ft. Dis rsal Area Propose f) s ft. ~ System Elevation 101.00' @ 12" above ~ ~ ~ ~ J ~ ~ 0 ' 0 p • Qp / 10 contour . VI. Tank Info Capacity in Total # of Manufacturer w Gallons Gallons Units ~ ~ ¢ o ~ UU a a~ E- New Tanks Existing Tanks ~ ~_ ~ k' ~ ,WF-„ H H ~ «¢a a Septic or Holding Tank 400 0 + 400 1 ieser Concrete ® ^ ^ ^ Dosing Chamber 2500 0 2500 1 Wieser Concrete VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number Bill Schumaker ,,~,L--- 227990 (715) 386-3121 Plumber's Address (Street, City, State, Zip Code) 1070 Scott Road, Hudson, WI 54016 VII oun /De artment Use Onl pproved _ tsap Permit Fee Date T~sued Issuing A Signature _ easo enial $ O J , OD / ~ / V IX. Conditions of Ap rovaUReasons for Disapproval pp SY$TEMC1~11/NER:; 3' D~i~~ f Ctx.IO~ ~ Pretli~ ~Ct,> vW2~OtJw~• r-•.~ i', Septic tank, et'fluEnt filter and ~f ~~~~ ~ ~~' ('vK~~CI~ ~ dispersal cell must all be servk:es /maintained as per management plan provided by plumber. ~ nn ~ ~ !~„~ 1 _ ~~b~, ~G(~ c,.,.q, jti G 2 Ail setback requirements must be m d ~~ ~"`~O~'•'~"t onS ~ ^- ~^~. i t i . a n a ne ' ' Attach to complete plans for the system and submit to the County ody on paper not less than 8 1/z z 11 inches in size 5~ ~~-- ~ ~ ~.. I`...J ~ ~ ire Ell SBD-6398 (R. OI/07) Valid thru 01/09 0 Sc e a/ : Slo , ~o"E !7 /ot/8 '- ~ ~ e,,,o Lae n~ Ma/1C: TP °~' ?"/°es~ ~G ct~ /e~ /'rtti" ,Qssamtal t/l~!~ ~ ~4~e2' s!",4.S.T. ig. 3a35/~"/u.,~f It . ~. roo o,~' T-/OOrt• /: ~e ~0 6c ba.~, td cat g~ ~P P ~_~, ___ ~~p~~ ~ ~~ 9 s"f~`" /B-4 ~ ~ ~_ Pao pase.~ u~,"cs ar Cor,cr cue ~ ~ c.J Lp,2, saD -n1R,ou..~c,J,~„~bc! 53,98' , acs~~ ~"' ~ ` out/~t fo bc/o/u~~cd. Z"5c%.yo ~rj~' ~ `~' ~ ~4[.Cpl~O ~'i n(~ ~irY~ ~+2t,.`n z~ b c c ~'«' "~ 51C~UecJt'(..rnc~l~ yL"~c.~- ~/ORVC'. A~opose,d Mou.., ~ ci.t y3.WX 6S:tb~ Y ~ o- ~'' ~ ` ~ ~~, ~~ rn~fo So%d round. ~y/7.5'x s/a o' d,'s~usu / ce/% Sx(`~ ~ ~~.I 4~ , ~iB- e °` ~ di5f"r-i6k~."or>/a~~/lSa.t/~yX/B 2T .23-~ ~~.~ , _ U ; 1 ~~ ~ r ~ ~y / ~ , 1~-I' f~u tine /rloccn d rC~jO/'in ~ ~ `! I I 4~f c r G // ~3 Ce//s Q~~ Cort.Sfi'u.l~~ ~ ~ I (F' I ~i~ ,6? 8z Fw~c Qkanit3 PDS-Dd- y-sl 3,~'tssu~C .Dist~i"6 u~E!'o.~ da.I/l c4~ bt in s t~ //cd a ~ COAStN`Gl~7Lh Of Z _d ~iS~LISa.~ C2.//. L'~]CO Plf' X90.89 ~u,~ Le~,L.Me. commerce.wi.gov ^ ^ ~scons~n Department of Commerce Jim Doyle, Governor Richard J. Leinenkugel, Secretary June 02, 2009 CUST ID No. 227990 WILLIAM C SCHUMAKER SCHUMAKER PLUMBING 1070 SCOTT RD HUDSON WI 54016 A7TN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Safety and Buildings 3824 N CREEKSIDE LA HOLMEN Wl 54636 Contact Through Relay www.commerce.wi.gov/sb/ vaww.wisconsin.gov Identification Numbers Transaction ID No. 1670635 SITE: Site ID No. 735502 Rolling Hills of Hammond LLC Please refer to both identification numbers, 1627 72ND Avenue ' abo~~e, in all comes ondenee withahe agency. Town of Hammond St Croix County SW1/4, SW1/4, 529, T29N, R17W Lot: 15,16,17, Subdivision: Rolling Hills Farm FOR: Description: Mound /Common System for Lots 15,16 &17) /Sloping Site Object Type: POWTS Component Manual Regulated Object ID No.: 1176791 Maintenance required; 600 GPD Flow rate; 13 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); Aerobic Treatment Unit, Commercial System, Biofilter CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/02/2011 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, scats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders CO • This system is to be constructed and located in accordance with the enclosed approved plans and with the ~~) component manuals listed above. / C • This approval is for the single 4 bedroom cell without the installation of the pressure distribution valve. (/~. SEE C • A full evaluation per Comm 83.25(2), Wis Adm. Code will need to be conducted whenever a new residence is connected to this POWTS. • The HOOT H 600 unit must be installed in accordance with the manufacture's printed instruction and system sizing criteria found in Comm 83, Wis. Adm. Code. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. • A maintenance and monitoring contract for the HOOT H600 unit is required for as long as the unit is in service. Wn.LiAM C SCHIJMAKER Page 2 6/2/2009 • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption azea. chs. NR 811 & 812c. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. ' • Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • 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: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All pernuts 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 maybe 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, ~~e ~ ~,~ ~~~~ Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday chazles.bratz@wisc onsin. gov Fee Required $ 85.00 Fee Received $ 85.00 Balance Due $ 0.00 WiSMAR'i' code: 7633 cc: James K Thompson , A.C.E. Soil and Site Evaluations Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 ,Friday, 7:00 A.M. To 3:30 P.M. RECEIVED ., MAY ~ 7 2009 SRFE?~ ~=- =jUILDINGS RESIDENTIAL CLUSTER SYSTEM DESIGN Residential POWTS Mound W/ HOOT H-600 Aeration Pre-treatment Design and specifications based on Mound Component Manual SBD-10691-P (version 2) INDEX AND TITLE SHEET Project: Rolling Hills Farm -Residential Mound POWTS W/ HOOT H-600 Aeration Treatment Unit serving one single family residence Owner: Rolling Hills of Hammond, LLC 1551 Payne Ave. St. Paul, MN 55101 Legal Description: SW%4 SW%<, Sec. 29, T29N, R17., Town of Hammond, St. Croix Co., WI. Subdivision: Rolling Hills Farm Lot No: 15, 16 & 17 Parcel ID: Lot 15 - 018-2019-15-000 Lot 16 - 018-2019-16-000 Lot 17 - 018-2019-17-000 Plan Transaction ID Number Cover Sheet Page 1 Job Description & Design Overview Page 2 Site Plan Page 3 Mound Detail Page 4 Daily Flow, Surge Volume & Dose Chamber Calculations Page 5 Mound Sizing & Pressure Distribution Network Calculations Page 6 Mound Cross-Section & Lateral Layout Page 7 Lateral layout, Pump Chamber Cross-Section & Pump Curve Page 8 Soil Evaluation Report Pages 9-11 Management Plan Pages 12-14 Maintenance Agreement& Service Pages Contract 15-17 Designer: Bill Schumaker /- ' Signature:~,~c-~~~~I r~~ Date: May 18, 2009 °~a~ta~xlly e~~E~ iT OF COMMERCE ;:TEYAN U :RUGS ~ ~__ DESPONDENCE Credential #: 227990 Phone #: (715) 386-3121 .~ Rolling Hills of Hammond Communal Residential Mound Job Description & Design Overview JOB DESCRIPTION: Rolling Hills Farm is a residential Conservation Development subdivision designed and approved in accordance with St. Croix County Land Use Ordinances, consisting of 771ots on which individual 4 bedroom residences will be placed. Soil conditions at the site require a Mound POWTS. Residences will be clustered into groups of three or four that will then be serviced jointly by one of the twenty-two approved mound sites. DESIGN OVERVIEW: Installation will consist of a Wieser Concrete H-600A treatment tank with a HOOT H-600 aeration treatment plant to collect waste from each residence individually. Treated effluent meeting Comm. 83.44 standards will discharge by gravity to a common 2,500 gal. Wieser Concrete dose chamber. Effluent will be time dosed to the POWTS dispersal component. Duplex pumps will be installed with the second pump acting as backup in case of primary pump failure. Adequate capacity has been built into the dose chamber to accommodate a surge capacity of approximately 2,047.81 gallons represented as the volume between the timer off and the tank inlet. A high water alarm float will be installed to warn of imminent overflow condition. A redundant off float will be installed to prevent pump operation in times of lower demand. The mound has been designed with three separate dispersal cells with each sell serving a single residence. Cells will be constructed and placed in service as each residence is constructed. Effluent dispersal will be rotated between cells by use of a pressure distribution valve as cells #2 and 3 are added. Construction of the POWTS will proceed in three phases that coincide with the construction of the three residences. Phase L Install Hoot to serve first residence and effluent line to pump chamber. Install and cap connection stubs for other residences. Install pump chamber with 1'/z" forcemain to mound as designed. The eastern end of the mound will be extended with an additional 6' of ASTM C-33 sand extending beyond the dispersal cell. The end slope will begin from this point. Cap and seed mound as per code. Phase II: Install Hoot to serve second residence and connect to capped connection stub. Install Quantics pressure distribution valve at forcemain with 2-lobed cam. Remove topsoil cap and any contaminated sand from the eastern end of existing mound. Construct new dispersal cell at 6' from existing cell The eastern end of the mound will be extended with an additional 6' of ASTM C-33 sand before the end slope begins. Cap and seed mound as per code. Phase III: Install Hoot to serve third residence and connect to capped connection stub. Remove two lobed cam from pressure distribution valve and replace with three lobed cam. Construct end slope as per design. Do not add 6' extension to eastern end of mound. Cap and seed mound as per code. Pg. 2 of 17 /~~ ,. ~ ,.. ,,, x. '/ \ i a 0. y r - e ~0a o ~ ~ A P ~ 4p ~ ~ ~ o~ ~~~~~~'~ o ~, 3~~v ~~ ~ ~~ ~~ ~ ~i Q':~~h`p~Q O Q ~ °s ~ ^' t1.ry~ .o n tl~ a ~~ ~' $ ~ ,,~ q ~~~, 7yun9J'"~5,~ 'M ~ .~ .g ~.\ .,. e r ~ v~ ~~ •~ ~ . 'Q ~~ Y~ (~ O v~ D !. ~ O ~ •_~.ax 0 A ~0 w d 0 W 7 55 S~ d /o%Z ~ T1` O ~ ~ ~ ~i W ~~ ~1~ ~~ G,r _.t~~" S e:/ : ~o, ~~ /7 /ot /9 /ot/8 tae ncl~ Mo./K: TP °{ 1-pes~ a eQ l~n~ gisum.cd c/u<` /~iaz If . ~. Toga o r~' T-i401E-. ~~ rOJ. S~ w,P ~~p. c~6n 9S "~'~' /B-lip s ~~ ~ 83,9$ ~ d`S'~ ~ ~ ~ v ~Q b~ y ~ A ~~ ~ ` . P/oposed /r(ou.n d o,~ y.~vtJx roS.cv , o- ~ 4 ~ r ~ S ~~ ~ ~7.5'rs~o o'd,~s~~-rsa/cell. Sx(6) ~ I:}`I ` ~ ~/B-8 a', 5 ~'~~ b cc~r"an /a ~arce,/S at /~X/B, ZS as ~ " ' ~ ~ 1 _ w'/g ., ~,,.~; •cs.s S,oQ ~ eal a.~1. sD. ~./ , z Sp b ~ ` ' 1 ~ ~ . . e v Lo-~cfr+-/ S/Oa c ~ n g U 1 ' it' ~ ` 1 `~~ 1 r ~ ~ t' 1 -;; ~ ~u ~-ie Moan d ~aT~jOP:n E ~ -~ ~ i i Qfif c r G // ~ C.e//S 4r~ ~orLSfi'tcl~~ i ~ 1 ~" 1 1 ! L!~ ~.~~_ ~ . ~_ 1s~r~ /wBz s! ",4. S. T. nl. 303 y/ e~F{'/u •.~ ~` /; ne to 6c b~-~~'cd at g Itil.alC. i,.JC.pz,so0 -rylRPu^~Nc1~~mbcr Occ~/~~ f~ bt/;/u~oycd. Z"Sc1~.'10 /DuIr1~0 ri n ~i~r~c rrt tu`n ~ b t SkaUed ~~~. ~"~c-fi. S/ORJ.C'. FK~'~ Qua.uos PAS-aId- y1/ 3 ~°i''css"~ .~isf-~, 64~+'0.~ dd.!/! ~v be I y S f. //ad Q t ConSti'u6{ach of 2 "a dtspusaJ ce/% ~Y90.89 ~ ~. y o ~' ! 7 Soci.L`~ Lo6~inF. - - - - - DESIGN CALCULATIONS AVERAGE DAILY DESIGN WASTEWATER FLOW CLACULATIONS (PER RESIDENCE): (1 residences)(4 bedrooms/residence)(100 gpd/bedroom) = 400.00 Gpd estimated flow 400.00 Gpd estimated flow x 1.5 = 600.00 Gpd design flow AERATION TREATMENT TANK CAPACITY CALCULATIONS (PER RESIDENCE): Manufacturer & Capacity: Wieser Concrete H600A septic/treatment tank 1. Capacity per HOOT design specifications = 12 hr. ~ 24 hr. retention time. 2. DWF = 600 Gpd 3. 400 gal. trash tank retention time = 16 hrs. 00 minutes (400 gal. capacity/600 Gpd Peak DWF) 4. Baffle to be used at outlet of trash tank. AERATION TREATMENT UNIT CAPACITY CALCULATIONS (PER RESIDENCE): Manufacturer & Capacity: HOOT H600 designed to remove 0.63 - 1.47 Lbs BOD/day Treatment capacity required = 600 Gpd, waste strength assumed at 196 mg/L B.O.D. = 0.98 Lbs BOD/day SURGE CAPACITY (REQUIRED WHEN ALL TREE RESIDENCES ARE CONNECTED): Manufacturer & Capacity: Wieser Concrete WLP2500-MR dump chamber, 41.00" liquid level (w/ outlet plugged) n, 69.44 gal./inch = 2,847.04 gal. actual with duplex pumps SURGE VOLUME -THREE RESIDENCES CONNECTED TO SYSTEM: Daily flow Monday -> Friday estimated at 900 gpd. based on anticipated 4-person occupancy/residence. Daily flow Saturday & Sunday estimated at 1,800.00 gpd. based on anticipated 4-person occupancy/residence. Monda Tuesda Wednesda Thursda Frida Saturda Sunda Carryover sur a volume 1,200.00 900.00 600.00 300.00 000.00 000.00 600.00 Daily estimated flow 900.00 900.00 900.00 900.00 900.00 1,800.00 1,800.00 24 hr. cumulative um volume 1,200.00 1,200.00 1,200.00 1,200.00 1,200.00 1,200.00 1,200.00 Remaining surge volume 900.00 600.00 300.00 000.00 000.00 600.00 1,200.00 DOSE CHAMBER CAPACITY & TIMED DOSE CALCULATIONS: Timed dosing is proposed to allow retention & mitigation of surge flows. Dose timer to activate pump at 4 hr.-00 minute mte~rvals- nlting in 6 doses per 24 hrs. Pumping duration to be set at 2 minutes - 22 seconds per dose. Pump discharge rate to be calculated as installed and timer duratin~ to be recalibrated to provide required dose volume. Duplex pumps to be installed to provide emergency backup in the event of primary pump failure. SIM/Tech STF 100 effluent filter to be installed at duplex pump connection. Manufacturer & Capacity: Wieser Concrete WLP2500 (41.00" , 69.44 gal./inch = 2,847.04 gal. actual) A) High water alarm: 13.25" = 920.08 gal. (reserve capacity) B1) Surge capacity: 15.23" = 1,057.57 gal. B2) Surge warning alarm: 1.00" = 69.44 gal. C) Dose volume + flow back: 1.52" = 105.55 gal. (100.00 gal.)(6 doses/day) = 600.00 gal./day (600.00 gal./6 doses per day) +(.092)(60') = 105.52 gal. dose volume D) Storage/redundant off 10.00" = 694.40 gal. TOTAL: 41.00"= 2,847.04 gal. Pump selection: Duplex x Manufacturer: Goulds Model number: 3885 R Minimum discharge rate rewired: 19.77 gpm Pump will discharge 45.00 gpmf na, 19.99' TDH Control Panel: Orenco MVP-SSF w/ event counter, redundant off float. current sensor & electrical disconnect Pg. 5 of 17 ABSORPTION AREA SIZING 1. Design wastewater load: 600.00 GPD 2 Depth to limiting factor: 13" 3. Land slope: 8.0% 4. Infiltrative capacity of soil at system elev.: 2.0 gpolsq.ft. ASTM C33 med. sand 5. Dispersal cell area required: 300.00 sa. ft. Dispersal cell area proposed: 300.00 sq. ft. Cell width (A) 7.50' Cell length (B) 40.00' MOUND DESIGN 1. Dispersal cell dimensions: Cell width (A) 7.50' Cell length (B} 40.00' [(6.7% deflection)(.00265) + 1] [40.00] = 40.0071' Mound Height: Fill depth (D) 1.00' or 12" Downslope fill depth (E) 1.60' or 19.2" [1.00' + (8%)(7.50')] Depth of aggregate (F) 0.79' or 9'/z" Cap depth (G) 0.50' or 6" Topsoil depth (H) 1.00' or 12" 3. Mound dimensions: (W) Total width 43.04' 5.54' + 7.50' + 30.00' (J) Upslope width 5.54' (1.00' +. 79' + 0.50')(3)(0.81) = 5.54' (L) Total length 65.00' 9.50' +40.00' +(6+9.50')=65.00' (Kl) End slope 9.50' [(1.00' + 1.60')/2 + .79 + 1.0] 3 = 9.28 (I) Downslope width 30.00'(Downslope toe extension req'd.) (IC2) End slope 15.50' (1.60' + .79' + 1)(3)(1.32) = 13.43' 9.28 + 6' sand extension from edge of aggregate to upper edge of end slope SYSTEM ELEVATIONS BASAL AREA Installation Contour elevation: 100.00' Basal area re d: 500.00 s . ft. Dispersal Cell elevation: 101.00' 600.00 gpd 0.4 g . sq.ft./day =1,500 sq.ft. Highest Dist. Network elev.: 101.50' Basal area prov 1,500.00 sq. ft. Pump off elevation: 90.83' (40')(7.50' + 30.00') = 1,500 sq. ft. PRESSURE DISTRIBUTION NETWORK Distribution pipe sizing: Laterals per cell: 6 Lateral length: 18.75' Lateral size: 1'/4" Lateral spacing (s): 2.50' Sidewall separation: 1.25' Orifice size: 1/S" Orifice spacing (x): 2.50' Orifices per lateral: 8 Orifice density: 6.25 2. Distribution network discharge rate: 19.77 gal. /minute (6 laterals)(8 holesJlateral)(0.412 gaUhole) =19.77 gpm 4. Force Main: Diameter: 1'/z" Length: _ Flow rate: 19.77 aly /min. Friction loss: 2.232' 60')(3.72ft./100ft.) 5. Total dynamic head: 18.50' Min. distal supply pressure: 6.50' Vertical lift: 10.67' Friction loss (Forcemain): 2.33' Sim/tech pressure filter: 0.50' Total dynamic head = 19.99' 3. Manifold sizing: ~, . 33 Location Center ~' Length 5.00' ~^ Diameter 1'h" -T ~ Pg. 6 of 17 Mound Pfan View 1 T o- -r -1 _I -1 Mound Component Dimensions Down slope toe extension made. A 7.50 ft E 19.20 in H 1.00 ft K 9.28 ft B 40.00 ft F 9.50 in z 30.00 ft L 58.55 ft D 12.00 in G 0.50 ft J 5.54 ft W 43.04 ft 300.00 (ft2) Dispersal Cell Area 1500.00 (ft2) Basal Area Available 22.50 (gpd/ft) Linear Loading Rate 4.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area 8.0 % Site Slope Geotextile Fabric Cover Shading Key ~ a -~ Dispersal Cell See lateral details on 1[] 0 Topsoil Cap Subsoil Cap c ~ y 1.5 ft ~ ~ •~:.~ ~ •. ••'~~~ •~ ~~ •~ •~ •.••~ •~ •~ • ~ Page 4 for number, i i d f ,,,,,,, ° ~ ~ ' ~ ~ ` ~ ~ ~~ ~ ~ ~ ~ ~ ze, an spac ng o s ASTM C33 Sand ~ ~ . :•.:: ,'~:~ ,~: -:•: : :: . ':: ': . :•:~ F laterals. Laterals are Tilled Layer ~ y 0.5 ft >- ~' Typica(Latera~ '. equally spaced from © Aggregate v c [~ .:':~;:::~:::~:~;;~.=':~ ~:•::~::~~`.~:...:~: I • - the distribution cell's ~- A !~ ~ centerline in the distribution cell (Ax6). Pg.7 of 17 Center Cannectian Lateral Layout Daigram fact; main coruter,0icm via tvv or crass to nur~aid at ang point, •^Turn-upraiballvalWat I4•a(-~~Exf2 cleanoutpluy Holes drilled ott tt-e bottom of 1A¢.lateril. METEPS FEEY 40r• 130•' , I 1 ZD'r-° 35 } 10 ~•• •-• w 3D ]00~._.. g 90'' E S 25 80 • E ~ 70 ZO ~ E a 60 . .. wE F 15 50l••°•• c 401... 10 30~WE s z, ]o~~ . °i' ~ °o 0 Number of Laterals 6 Orifice Diameter lateral Diameter 1.25 in Orifice $packng (X) Lateral Length (P) 18.75 ft Orifices per Lateral Lateral Spacing (S) 2.56 ft Orifice Density latera{ Flow Rate 3.30 gpm Manifold Length System Flvw Rate 19.77 gpm Manifold Diameter Total Dynamiv Head 19.99 ft ~Forcemain Velecity Dace Tan k lnfarmatian EleCtfiCal as per NEC 300 dnd '^-~ Comm 1$,28 WAC Tank component is properly vented Wieser Concrete ire act 2$47.04 Volume 69.44 Manufacturer Gallons gaUinch a B c Dimension Inches Gaflvns a 27,4a 1sa$.z1 B 2:00 13$.88 C 1.52 105.55 D 10.00 694.40 Total 41.00 2$47.04 I `~ G~LJ LD5 PUMPS Submersible Effluent Pump ~~ 3885 T00 ~] E2 tateril5 ar! IdMtlGil s Latrra>ts+ktoro~mahotRVC $thi0 per WMM Iablt 54.30.5 DlsGanneGt Lacking Gaver With warning label and locking device and sealed watertight 4 ln_ min, ,...may, ~- Alternate outlet locatlan FafCemBin diameter ~ 21n. Weep hale or antl- siphon device 1 Pump off elevation (ft) 90.$3 ac~tank elevation {R) 90.00 (E15N _.. }I ,.. ..... ~ ~ ... ~.. ..: ...... ........ ..._... .~.... ._.........._ ......_. ~ ~I .......;...... ._ .. RIE SE S SIZE:'/ R M 3 I i ~ 0: 9, .. _ i ~ .... ~ ....... ~. ... ,. . ..~.:.. .. ' .... .. .. i .. Z .; .. •' -~ - ~ .1 .. _. w.f~ ... ... .. _ ~•. ....-- •• - --~ ..... - , -- •__... .....~1. .I . ..1. ~ _ . ..1.. i 1 0 0 3885 ~ • SpLID$ 500 & ._..i .._.... --}- ---- 10 30 40 50 60 70 80 90 100 710 120 ]30 140 1.50 16p C,Fr 5 10 15 20 25 30 3S m~1 r CAPACITY $ a /t~~ Goulds ~L~m f" ps 'I~A~ ~,LIS '8 'II05 ~ ~ '~ I9LL 8irZ gTL %E/3 irU~ST BOOZ/i;0/84 1 • l~ ~... ~.~ ISCUt1SllD i`°' #1939 SOIL EVALUATION REPORT Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1_ _of _3 Division of Safety and'Buildings Steel's Soil Service Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. . _^ - Parcel I.D. O/~- ~~ ~ ~ ~ OQ U Pl ' "" ~ ease pr Personal information you provide may b j ~~ used fd~~cob~i~Privac Law, s. 15.04 (1) (m)). R iewed B ',/ _ Dat I~WY~YL' ~ q ~( (~ l tl Q Property Owner Property Location Rolling Hills Of Hammond LLC. - --- ---- JUL ~ 9 ZOO6 --- Govt. Lot na SW1/4, SW1/4, S29, T29N, R17W Property Owner's Mailing Address Lot # Block # ~ Subd. Name or CSM# 400 2nd st __ _ ST. CROIX COUNTY G 18 i na Rolling Hills Farm /~ `~ / ~-d City Slat Zi Code Phone Number _ !- ~ --_~-_-_ (~ City i~ f~ Village !~ „Town Nearest Road Hudson WI , 54016 715-386-0230 Hammond 160Th St New Construction Use: j ~ Residential / Number of bedrooms __ 4 Code derived design flow rate ___ 600 GPD Replacement Public or commercial -Describe: na J ' Parent material Silt sediment and under) in reddish sand loam till Flood plain elevation, if applicable _ ~a______ ft. _--~- ------- ------ Y 9 - y - General comments Mound design, system elevation 101.01ft based on contour line elevation 99.60ft. Minimum of 17 inches and recommendations: of ASTM C33 mound Sand. Boring # ~_' Boring _~ pit Ground surface elev. _ 98.60 __ ft. Depth to limiting factor 30 in. Soil Application Rate Horizon ~ Depth Dominant Color Redox Description Texture Structure Consistency Boundary Roots GPD/ft~ in. Munsell Qu. Sz. Cont. Color ~ Gr. Sz. Sh. ~ 'Eff#1 'Eff#2 i 1 ! 0-17 10yr3/1 • none - - -- sil 2msbk mfr cs lvf .6 8 - -- ---- - ---1 - -- 2 i 17-30 10yr4/4 j none scl 2msbk mfr gw na .4 ~ 6 3 ~ 30-48 10yr6/6 cd 7.5yr5/6 I sl/sil om na na na .0 0 -1- -- ---- - - ~- -- ~-- 1--------__ I i ~ ~~ -~'----*_-_ -- -~-- ---j- - - --- ~-- - I ~ ^Boring # ~~ Boring - . (~ Pit Ground surface elev. 98.60 ft. Depth to limiting factor 31 in. Soil Application Rate Horizon I Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD/ft' I in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Efrn1 ~Effu2 1 ~~ 0_12 '~ 10yr3/1 _ ~i none sil 2msbk mfr cs 1vf .6 i .8 2 ! 12-24 10yr3/4 - none sic) 2msbk mfr cs na .4 '~ .6 ~ 3 ~ 24-31 ~ 10yr4/4 none scl 2msbk mfr cs na .4 i .6 4 31-40 j 7.5yr4i4 ;- -- fractured :andstoni residuum na na na .0 .0 - --- ---- i ' ~ ~ i 'Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 CST Name (Please Print) Signat e David J. Steel Address Steel's Soil Service 994 200th St. Baldwin, WI 54002 "Effluent #2 = BODS < 30 mglL and TSS < 30 mg/L Date Evaluation Conducted 6/12/2006 248956 Telephone Number 715-760-0347 SBD-B)30 (R.O7f00) Prc~erty Owner Rolling Hills Of Hammond LLC_ _ parcel iD # _Pending __ __ __ _ _ ---- --- ,~ Boring # Boring Pit Ground surface elev. ___.1.00.00. _ ft. Depth to limiting factor 13 in Page _ 2 __of _ 3_ Horizon ~ Depth in. Dominant Color I Redox Description I Texture i Structure Consistence) Boundary ~ Roots i rGPD/ftZ Munsell ~ pu. Sz. Cont. Color ~ i Gr. Sz. Sh. ~ I •Eff#1 ~ 'Eff#z 1 0-11 10yr3/1 none ~ sil ~ 2msbk mfr ~~ cs lvf .6 .8 ---j--- ------rt----- --~--- 2 12-19 10yr4/4 i none ~ sic) 2msbk -- ' --- -~-- ------- ___ _- ------- -- ~ mfr cs ! na ! 4 ~ .6 --- ---i- -----I------ ----1----- -------- 3 , 19-36 10yr6/6 cd 7.5yr5/6 I scl om i ~ na i na na .0 .0 i ~ ____ -1----- -~- ~ ~_ -~---~----- -- u Boring # ~_ Boring Pit Ground surface elev ft. Depth to limiting factor Horizon ~ Depth Dominant Color Redox Description Texture { Structure - Consistence Boundary Roots „ ~.rr,~..a.~.,~~ ,.a« GPD/ftz I in. I Munsell Qu. Sz. Cont. Color I Gc Sz. Sh. -Eff#i •Eff#2 - I ~ I I ----l- -- - ' -- i - I ---- ' I ' --------~- ---- ~ - ~ - i u Boring # ~~ Boring Pit Ground surface elev. _ ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 I i i I I 'Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mgiL "Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (A 07/OG) Steel'S Sal Service STEEL'S SOIL SERVICE David J. Steel Rolling Hills Of Hammond LLC 994 200`'' St. CST-POWTSM swt/4,Sw114,s29,T28N,R17w Baldwin, WI 54002 Lic. #24896 Town of liamma~d, St Croix Co. Direct 715-760-0347 Rolling Hills Farm L.ot 18 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend 1"=40' • =Benchmark Ele. 100.00 ft Top of 314" pvc pipe • =Alt Benchmark Ele. 99.90 ft ~ Top of 3/4" pvc pipe = Borings Boring Elevations B l = 98.60 ft B2 = 98.60 ft B3 = 100.00 ft B4 = 0.00 ft 3of3 N ~~ /-t~l-c.:.i~~~~~_ ~o~ ~~ ~ _5 ~c~, ~~ 5 S r 3 `~ ~~l Rolling Hills Farm, Section 8. Sanitary System notes System Management Management of this system is critical. As a condition of approval of these plans, and issuance of a St. Croix County sanitary permit, this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, or the St. Croix County Zoning Office, 715-38b-4680, should be contacted for assistance. Ge~geral Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume ofwater and the lower the level of contaminants, the better and longer the system will function. This system's components include septic tanks for primary anaerobic treatment with solids/sludge and scum separation to provide filtered effluent to aerobic treatment units. Highly treated effluent from the anaerobic treatment units is collected from the respective lots in a group and flows by gravity to a dose tank. The dose tank allows a dose to be accumulated and morning and evening surge flows to be attenuated. Does tank pumps time dose the daily design load evenly over 24 hours into anadsorption/dispersal component consisting of a Wisconsin mound. The mound system will infiltrate the treated effluent into the in situ soils and recycle the water in a manner to protect ground water quality and public health. I . If the homeowner septic tanks are installed prior to sheet-rock and/or painting, pump all septic tanks before normal use begins to ensure adherence to contaminant load design criteria. 2. Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool; bulk kitchen grease must be recycled outside of the septic system. 5. Installation of garbage disposals is not recommended; if one must be installed, use it sparingly. 6. No paper products other than tissue should go into the system. 7, No chemicals should go into the system. 8. Avoid surge flows of water; for instance spread laundry loads over the week rather than all on one day. 9. Treated septic tank effluent must be less than or equal to the design criteria specified by these plans. 10. If septic, treatment or dose tanks are no Longer used, they must be properly abandoned. Pg. 12 of 17 11. If construction timing and weather could create a frozen infiltration system, weather- . proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. Maintenance 1. The septic tanks must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tanks are pumped, any solids in the bottom of the treatment or dose tank must be pumped, and the filters must be back-washed into the septic tank to remove accumulated material. System use may require more frequent filter cleazung; initial inspections of the septic tank outlet filter should be made every 6 months until a minimum time sequence is determined. 4. The pumping and blower components for this system include alarms which must be installed and remain on separate circuits from the pumps and blowers. If alarms are activated, onsite personnel should notify the licensed plumber responsible for the installation. Minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 5. Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. 6. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 7. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 8. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. 9. Warning: Do not enter septic, dose or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for onsite systems; such monitoring may became necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation of additional treatment components or xepair/replacement of the adsorption/dispersal components maybe necessary. Pg. 13 of 17 General System Specific Maintenance 1. Individual lot septic tank maintenance is the responsibility of individual lot owners. 2. Individual lot septic tanks must be inspected every three years to determine whether or not sludge and scum removal is necessary; this is standard protocol and will typically be monitored with tri-annual reminder letters by St. Croix County Zoning. 3. Additional maintenance requirements may be defined by St. Croix County Zoning at the time of issuance of the appropriate county permit(s). 4. If a filter alarm sounds, the homeowner needs to contact a licensed plumber for any necessary service; filter cleaning and/or tank pumping might be necessary. 5. Homeowners should install water saving appliances and repair any water leaks as soon as possible to minimize system hydraulic loads. 6. The aerobic treatment unit blowers should be periodically checked and the inlet screens cleaned, approximately every six mo ths or after any periods when debris such as leaves or mowed grass might have been air- orne in quantities. 7. The aerobic treatment unit should ne er smell septic; if unusual odor occurs, notify the installing plumber. 8. Annual inspection of sludge depth in a surge, treatment, and pump tanks is recommended. 9. Unusual noise from the blower unit should be referred to the installing plumber. 10. Manufacturer's specifications for initial inspections every six months for two years must be followed; follow-up inspections required at yearly intervals Pumping and Adsorption/Dispersal System l . The installing plumber is responsible for system maintenance for the two year period following installation and system startup; all necessary inspections required by equipment warranties must be conducted. The developer, Rolling Hills of Hammond, LLC, will have initial overall responsibilities for system ownership and maintenance. 2. Each lot grouping will have ownership and maintenance responsibilities for the common pumping system and adsorption/dispersal component serving the lots in their grouping. 3. The Rolling Hills Farm Homeowners Association, once constituted, will have ultimate responsibilities for the pumping and dispersal systems located on common ground. The Homeowners Association will be responsible for ensuring that an appropriately experienced, licensed plumber is under contract to provide any necessary inspections or maintenance beyond the initial two year period. 4. A stated intent of the developer is to have a single, licensed, responsible installer under contract for the initial system installations. This will ensure consistency of installations and provide a common contact for any maintenance concerns. 5. Once all systems are installed, the Homeowners Association is responsible to have a licensed, experienced plumbing contractor under contract to provide any necessary inspections and maintenance. 6. If necessary, the Homeowners Association will have authority to levy assessments on individual lot owners of any grouping if that group fails to maintain their pumping and/or dispersal system in a manner to protect the public health and welfare. Pg. 14 of 17 1 ; r Wastewater Operations Proposal To St. Croix Electric Coop for Rolling Hill Farms March 27, 2007 ASSUMPTIONS The following assumptions were considered: EcoCheck Assumes the Following: 1. EcoCheck will be granted access to the private lots to check septic tank solids levels, the individual FAST unit and related components. 2. EcoCheck will be granted access to the easements for the pump tanks and drainfields for operation purposes. 3. EcoCheck will provide 24/7 emergency services in the event they are needed. Emergency service calls will be responded to as soon as possible. Most service calls are responded to within a 24-hour timeframe. 4. EcoCheck will bill St. Croix Electric for emergency services that are called for by a homeowner in the easement areas or private property. St. Croix Electric will pass on the bill to the Association, depending upon how St. Croix's contract is set up. 5. The duration of this contract is for 5 years. 6. If permit or regulatory changes occur during the contract period, the terms of the contract will be revised to reflect the increase or decrease in monitoring to maintain compliance with permit requirements. 7. Contract price will increase annually based upon the regional consumer price index starting in 2008. The CPI that will be used is "water and sewerage maintenance" for the Midwest region. 8. Mobilization costs are included in the hourly fee charged for emergency services. 9. EcoCheck may need to partner with one of our industry partners to assist in making major repairs. 10. St. Croix Electric will inform EcoCheck when a drainfield initiates operation to schedule for inspection services. 11. St. Croix Electric (or the developer) will notify EcoCheck when a new home becomes occupied after a process is set up between the Developer and St. Croix Electric on how to best communicate this. 12. EcoCheck will notify the Homeowner and Homeowner's Association when septic tanks need to be pumped. St. Croix Electric will receive a courtesy copy. EcoCheck assumes that we will not be scheduling or attending any of the pumping events when they occur. Below are other responsibilities of the Owner: 1. The Owner shall control access by snowmobiles or all terrain vehicles from the wastewater system and other wastewater treatment system components. 2. As-built drawings will be submitted to EcoCheck to assist in operations. 3. A remote telemetry monitoring system or other individual will call out to EcoCheck in the event of an alarm condition. 4. The Owner is required to confirm that the individual homeowners pump the septic tanks as directed by EcoCheck. EcoCheck assumes this responsibility will be communicated to the HOA and a process be set up. This Contract Excludes: 1. Septic tank pumping costs are not included in this proposal. II. PROPOSED ECOCHECK SERVICES: Below are the tasks EcoCheck proposes to provide: WASTEWATER OPERATION SERVICES Below is a detailed breakdown of the tasks EcoCheck is proposing to provide for the site visits. General Operations 1. Perform 2 site visits for the first 2 years of operation and thereafter one site visit. This is applicable to the private and commonly owned wastewater system components. 2. Provide a-mail correspondence on items that arise at the wastewater facilities. 3. Note maintenance activities required at the site and maintain a logbook. 4. Complete reporting to St. Croix Electric on site inspection reports. 5. Provide a year end report detailing system performance and summarizing operation and maintenance conducted during the calendar year. Septic Tank and FAST Unit Operations 1. Check septic tank sludge and scum depths. 2. Determine if tanks need to be pumped. 3. Correspond with homeowner and Homeowners Association on the need to pump the tank. 4. Check to see if the baffles are intact and working properly. 5. Make visual inspections of the FAST unit (assuming a viewing manhole is equipped with the unit). 6. Test voltage supplied to the unit and take an amp draw of the blower (if equipped with an accessible control panel without entering home). 7. Determine if the FAST system needs to be pumped. 8. Perform a visual and audible inspection of the airlift, blower and other mechanical components. 9. Check the air filter of the blower. Clean the filter if possible. 10. Take a water sample to test the strength of the wastewater. This will be used to determine if the system is operating properly. Pump Tank and Drainfield Operation 1. Read elapsed time meters and event counters from pumps (if equipped). 2. Observe components in the control panel for proper operation. 3. Coordinate with the analytical lab for analysis of samples. 4. Test pump operation through amp draws and voltage checks. 5. Adjust equipment settings if necessary. 6. Perform a visual observation of the drainfield. r 7. Check floats for proper operation. ADDITIONAL TASKS 1. Provide service calls as needed. Service calls are events that fall outside of the "Wastewater Operation Services" tasks and need urgent attention (i.e. alarm light is on, a broken pipe was observed, etc).. 2. Perform other services as requested by the Owner that are beyond the scope of this contract. III. COSTS OF ECOCHECK SERVICES Wastewater Operation Services will be invoiced in the month the work is performed. Services are split between work conducted on private property, and work conducted on the commonly owned components. Services will be charged on a lump sum basis in accordance with the schedule below: Work Conducted on Private Property Basic Services for Individual Property Inspections (Septic Tank and FAST Units) Task Hours Subtotal Individual System Inspections 1 $80.00 Project Administration and Reporting 0.25 $20.00 Misc. Project Expenses (analytical tests and misc 1 $40.00 project expenses) Total Cost per Individual Home Inspection* $140.00 * -For the first 2 years, 2 inspections are required. The total annual cost per homeowner is $280 Work Conducted on Commonly Owned Pronerty Basic Services for Each Individual Drainfield Inspection Task Hours Subtotal Community Drainfield and Pump Tank Inspections 3.0 $240.00 _ Project Administration 0.5 $40.00 Misc. Project Expenses (test kits, field equipment, 1 $10.00 mileage) Total Cost per Drainfield Inspection $290.00 Schedule of Costs aer Drainfield Insaection Number of Inspected Drainfields Cost per Range of Costs per Inspection per Visit Inspection* 1-3 Drainfields Inspected $290.00 $290 - $870 _ 4-6 Drainfields Inspected $210.00 $840 - $1,260 7-13 Drainfields Inspected $185.00 $1,295 - $2,405 14-22 Drainfields Inspected $170.00 $2,380 - $3,740 * - EcoCheck recognizes there will be cost efficiencies that can be passed along to St. Croix Electric as new drainfields are placed into service. ~.. Additional Tasks will be charged as stated below: Service Calls (Item 1 under Additional Tasks) will be charged at $100 per event, plus time and materials in accordance with the EcoCheck Standard Billing Rates. Other services (Item 2 under Additional Tasks) will be provided as requested on a time and materials basis in accordance with the EcoCheck Standard Billing Rates. This will include changing out the air filter if it cannot be adequately cleaned or other non- routine maintenance items not included in this scope of work. PROPOSAL ACCEPTANCE - St. Croix Electric Coop for Rolling Hill Farms The Owner accepts this proposal including the attached General Terms and Conditions, and EcoCheck is authorized to proceed with the services described herein. This proposal is valid for 30 days. St. Croix Electric Cooperative .,. ~~~ EcoCheck, Inc. By: Name: ~,~ ~~~~1~psT Name: Title: ~,~$/,pEjyjr/_'~Cp Title: Date: ~~ie JG. ~~ Date: Judy Lissick Sr. Vice President March 27, 2007 ~. ECOCHECK STANDARD 2007 BILLING RATES for WATER AND WASTEWATER OPERATION SERVICES POSITION Project Principal Senior Water/Wastewater Operator Junior Water/Wastewater Operator Field Services Apprentice Operator (Operator in Training) EXPENSES Mileage Field Supplies and Subconsultants Lodging and Subsistence Expenses OTHER OPERATION SERVICES Confined Space Entry Use of HAZMAT Monitoring Equipment STANDARD BILLING RATE $105.00/hour $80.00/hour $70.00/hour $67.50/hour $65.00/hour EMERGENCY SERVICES/SERVICE CALLS* Service Call Labor associated with repairs or services $0.50/mile (prevailing rate) At Cost plus 10% At Cost $75 per entry permit $40/hour (minimum 1 hour) $100 each response Time and Materials in accordance with standard billing rates commerce.wl.~ov Safety and Buildings Division County ~ 201 W. Washington Ave., P.O. Box 7162 Chd' ~}~ 5 ~ sco n s i n Madison, WI 537 -7162 Sanitary Permit Number (to be filled in by Co.) ~rtment of -~ 5 ~ g~ 7 Sanitary Permit Application teTransactionNnmber In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropria e go l 5 Z 3 9 03 unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are project Address (if different than mailing address) submitted to the Department of Commerce. Personal information you provide may be used for secondary /1 ~ Z ~7' 7 es in accordance with the Priv Law, s. 15. 1 m Stars. ~ . # /~ Z ~ I. A lication Information -Please Print All I ormation Property Owner's Name ' ' ; ~ ~ cel # D / 8 - Zp 19 - / $ - 0~7 n ~Ir 5 a v . d ~- ,,,~.,~.~ r e Property Owner's Mailin ddress APR 14 2008 ~ Property Location `~ ~ Z ~ 5 / yd (1 sG e 6,{fr/` s ~-.S'4 AL'~-~1 Govt. Lot City, State Zip Code $1CRrQOUNTY , j ~ '/•, rj ~ '/., Section ~ ~ ~ ~ J -'y ZONING OFFICE (Check one) ~ ~ ~ , ~l ~~N R fy ; T ~ E II. Type of Building (check all that apply) or 2 Family Dwelling - Number of Bedroo /Z ~ / ~ ! C ~" l 7 Su vision Name <~ , ,/r ~ ~ Block # ~I` c~ (- ' (` a ~ 7 , ~~ , ~ , , Public{Commercial -Describe Use ( ~ Gd S~bw~~ , r _ 1 I) City of j~p,hfL, State Owned -Describe Use ~ ! ! CSM Number ~ Village of ~// n ! 7 ~ cJ A ~S' ~ZZ ~ !~ / rJ0 ~~ati ~ ~ Town of ~ fn 1n~ ~ III. Type of Permit: (Check only one box on line A. Complete tine B if applicable) A' New System Replacement TreatmentJHolding Tank Replacement Only Other Modification to Existing System (explain) System B. ~ Permit Permit Revision Change of Permit Transfer to List Previous Permit Number and Date Issued Renewal Before Plumber New Owner ~ Ex iration IV. T e of POWTS S stem/Com ouent/Device: Check all that a Non-Pressurized In-Ground Pressurized In-Ground At-Grade Mound >_ 24 in. of suitable soil Mound < 24 in. of suitable soil ^ Holding Tank ^ Other Dispersal Component (explain) etreatment Device (explain) ~~ `Qf® ~t'~~- ~~ V. Dis ersalfl'reatment Area Information: Design Flow (gpd) Design S ' Rate(gpdsfj Dispersal Area Required (sf) Dispersal Area Propo (sf) System Elevation VI,%~~~nfq,~n /' city in Total # of Manufacturer Material / Gallons Gallons Units New anks Existing Tanks ~ ~~ ~ , ~~ ` n 1 y ~ r 1 ~-~- 7 Septic or Holding Tank i~ e y ~~.!/~ y ~.~ r DosingChaznber -+7S~OQ / 1~~: 2SG`~~ ®~~ VII. Responsibility Statement- I, the undersigted, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print! Pl bergs i tore RS Number Business Phone Number lumber's Address (Street, City, State, Zip Code) ' d ~ ~ ~ ~.~'~ ~ f 4 . III. Coon /De artment Use On _ Approved _ Disapproved Permit Fee Date ssu Issuing ent Signature n for Denial $ 75a ` ~ ~ ~ 15 ~ IX. Conditions of ApprovaUReasons for Disapproval ~J _,,,, _ (~ J~ / n ~ irti /d ~~/,~IDVt.~C,. /.." SIIBTEM 01NN ~ ~` ~, o 3~ C ER ~ ~ , rt- : j -or Se tic tank l~rn t nhe r `~ ' ~V p , uen ~.,,r r and ~.. , ~ ~~-~ 4JC ,a~i.tQ ~ di spersal cell must all be services ! maintaktad as per management plan provided by plumber. ..-~• 1 // ' 2. Afl seffiack requirements must be rr>t~intailfed ((/ M. f~k.. , q,d ii p•r system and submit tb the County only on~p'+aper not Ices than g 1r~ a 11 inches in aiu' mA.rtrJ~t'~~/rp~( P~a.~~ ; 9z .~. t SBD-6398 (R. 01!07) Valid thru 01109 ,~~ ~~,~ ~~5, Y S~'~ o ~~b~a,C ~~~a Q~,S+ ~l w ~ be , n suJa.~•4.~ /6/.43 ` •+~ as needed ~ ~` N~ un•E N w N /ot' /7 i41~.PJr+1.~TP°f'Tl~~ G~ /off Cfrhera /O~.a9 /off !B ,~' 10,5 ,0~" i~ o O S~ stL/ ~ Erf: =io . /. z ~ Q~oeb~,r~^` ~"Sv~, doPJe. Jn~o~of~G~w.(' /01.25' f~eot` j~60o • A c~o~i O n --- -~Ytar-t',t9sn ~' u~, ~ ~yP%~"/~ l~lv4a tcn,`~ s, 1 ~ /o~ I` ~ / 1 . /03.~3~ /~ is ~ AST», 3~~ y e,~ca.,a~ ~ be /n 5~/edt~5gt~<d. -- ~. moo.%e+/l!>ua~icN/Oif • EYi'st: ~9 5'~de elegy Scn • /" ~p• UV ~e~,.) ~rrl.s ts~Ea6/;s/,cdbye'.a~i~m;n~~i ~l.Sfi+~ grade elGdot~io•-~su-.,d ejc'EF'a~o/a.f'rq fo o~,g.'.x,./b•~y!- elu~: of /d0.00: lJ O ~topasrtd t.J:eser~o.,cea.~e ou#/et'~ bt/oJk ed. swy~s<c.~.9, T. ~-9R., P~ ~ ,, ,Lot/S- O!8-.~/9-/S-CC+D ,Cot/6.• 0/8 -~/9-/6-0~ ~0~17~ c~8-~o/9-/7-~ ~fapose.d /~eur~d at ~.~0.r /~/./y ~> so'x iza.it~' d,spsr'sse./eE//, s,~(!e)d:s~;bta.-Eiora lafe~ials e~ ~ 1)'K x (aG•s/2 mf y8 °pry f,•C~S SsOa ccd tel. 8~~ ~~i~a+CS t Spaccd a-¢ 1- SO,• i t tt~i~a,r~~ i-1s~!/~o/tyriSsi'~i~. ,~ 1 ~, ` f .~.~ 5~~ Ski /aE/,h~~RtvreS~~/e/~./ ~e~ P.z~f9 ~~~ G .~ ~ ~ tr ~ r;~ . ~ A a~.„ ~ ~ 1 ~ ~ y ~~ ~A ~ ~ `~ o ~o~ • ti sod ~ ~ ~` ~ ~ ~~~~~o~ ~ ~ ~ ~ ~ p ~~ e~ e ~ ~ . 1 ~ \ ~S °•° ` w ` ;'~\ -''~ ~ ~1f~ - ~a ~ ~ ~ ~ _ ~e ~ " . ... ~ e i i i~ p ~i ~ __~' 'TSR _ - f ~~n4~~ ~ ~. ~O 55•~sx 0 cl. O r1. ~I~ ~I~ G o~ ~~ ~ o e •" ~~ U ~~~ old ~ pia o~ /~~Z ~ °4~ ~ " ~ o ~ ~o ~~ ~'~ ~ ~~$x _ o ~, N ~ ~ ~"~ ~~~ ~~ ~~ z, ~~ ~ w _.~~~ commerce.wi.gov isconsin Department of Commerce Jim Doyle, Governor Jack L. Fischer, A.I.A., Secretary April 04, 2008 CUST ID No. 227990 WILLIAM C SCHUMAKER SCHUMAKER PLUMBING 1070 SCOTT RD HUDSON WI 54016 ATTN: POWT5Inspector ZONING OFFICE ST CRO1X COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Safety and Buildings 3824 N CREEKSIDE LA HOLMEN WI 54636 TDD #: (608) 264-8777 www. commerce.wi.gov/sb/ www.wisconsin.gov Identification Numbers Transaction ID No. 1523903 SITE: Site I'D No. 735502 Rolling Hills of Hammond LLC Please refer to both identification numbers, 72ND Avenue above, in all comes ondence with he a enc . Town of Hammond St Croix County SW1/4, SWl/4, 529, T29N, R17W Lots:15,16 & 17 FOR: Description: Mound /Common System for Lots 15,16 &17)1 Sloping Site Object Type: POWTS Component Manual Regulated Object ID No.: 1176791 Maintenance required; 1,800 GPD Flow rate; 13 in Soil minimum depth to lirriting factor from original grade; System: Mound Component Manual- Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual- Version 2.0, SBD-10706-P (N.O1/01); Aerobic Treatment Unit, Biofilter CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/04/2010 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 todo 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: Reminders • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manuals listed above. • A full evaluation per Comm 83.25(2}, Wis. Adm. Code will need to be conducted whenever a new residence is connected to this POWTS. • Comm 83.22(2)(b)5.b., Wis. Adm. Code reads in part "...plans for a POWTS which serve more than one structure or building shall be accompanied by... a copy of a recorded legal document.that identifies all the parties that have ownership rights and are responsible for the operation and maintenance of the POWTS." When the additional lots are developed, this plan will require a copy of the recorded legal document. • Access to the filter for cleaning must be provided per Comm 84 product approval conditions. APPR SEE • The Hoot H600 unit must be installed in accordance with the manufacture's printed instruction and system sizing criteria found in Comm 83, Wis. Adm. Code. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. WILLIAM C SCHUMAKER Page 2 4/4/2008 • A maintenance and monitoring contract for theHoot H600 unit is required for as long as the unit is in service. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soi] compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a mnimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions ofSec. 145.20(2)(d), Wis, Stat • Comm 83.22(7) A copy of the approved clans, svecifications and this letter shall be on-site during construction and open to inspection b~authorized representatives of the D~artment, which may include local inspectors. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the canponent(s) utilized in the POWTS. . 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. 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, ~~~~ ~bC-~'~ Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday charles.bratz@wisconsin. gov Fee Required $ 225.00 Fee Received $ 225.00 Balance Due $ 0.00 WSMART code:; 7633 cc: James K Thompson , A.C.E. Soil and Site Evaluations Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 ,Friday, 7:00 A.M. To 3:30 P.M. RECEI'VEa r. APR - 2 2008 SAFELY & BUILDINGS RESIDENTIAL CLUSTER SYSTEM DESIGN Residential POWTS Mound W/ HOOT H-600 Aeration Pre-treatment INDEX AND TITLE SHEET Pro' t: Roiling Hills Farm -Residential Mound POWTS Wi HOOT H-600 Aeration Pre-treatment Unit serving four single family residences Owner: Roiling Hitis of Hammond, LLC 1551 Payne Ave. St. Paul, MN 55101 Legal Description: SW%. SW%4, Sec. 29, T29N, R17., Town of Hammond, St. Croix Co., Wi. Subdivision: Rolling Hills Farm Lot No: 15, 161 17 P reel I Lot 15 - 018-2019-15-000 Lot 16 - 018-2019-16-000 Lot 17 -- 018-2019-17-000 Plan Transaction ID Number. Cover Sheet Page 1 Site Plan Page 2 Daily Flow & Design Calculations Page 3 Dose Chamber & Mound Suing Calculations Page 4 Pressure Distribution Network Calculations & Lateral Layout Page 5 Mound Cross-Section Page 6 Pump Chamber Cross-Section 8~ Pump Curve Page 7 POWTS Maintenance Agreement Page 8 POWTS Service Contract Page 9 Attached Soli Evaluaticm Report Page 10 Designer: Bill Schumaker Signature: ~~.~~'--- ,do~,~~--- Credential #: 227990 '~~xlly ~~'D COMMERCE LDINGg ONDEN Phone #: (715) X56-3121 Date: March 29, 2008 Rolling Hills of Hammond Communal Residential Mound Daily Flow & Design Calculations .TnR nF.S('RTPTTnN: Rolling Hills Farm is a residential Conservation Development subdivision designed and approved in accordance with St. Croix County Land Use Ordinances, consisting of 77 lots on which individual 4 bedroom residences will be placed. Residence will be connected clustered into groups of three ar four that will then be serviced by one of the twenty~.wo proposed mound components. PRnPOSAT,: Soil conditions at the site require a Mound POWTS. Installation will consist of a Wieser Concrete H-500A treatment tank with a HOOT H-500 aeration treahrtent plant to collect waste from each residence individually. Treated effiuent meeting Comm. $ .44 standards wi arge y gravity to a common 2,500 gal. Wieser Concrete dose chamber with effluent time dosed to mound dispersal component. Duplex pumps to be installed with second pump acting as backup in case of primary pump failure. Adequate capacity has been bunt into the dose chamber to accommodate a surge capacity of approximately 2,151.64 gallons represented as the volume between the timer off and the tank inlet. A high water alarm float will be installed to wain of imminent overflow condition. A redundant off float will be installed to prevent pump operation in times of lower demand. AVERAGE DAii.Y DESi =N WAST .wATF.R FLOW CLACi1LATiONS: (3 residencesx4 bedrooms/residencex100 gpd/bedroom) =1,~n0.(>n C,~d _ctimated flew 1,200.00 Gpd estimated flow x 1.5 = t ,~ C dec;~ flew AF.RATiON TREATMENT TANK CAPACITY CALCIIi.ATiONS: Manufacturer & Capacity: ~iieser concrete N~IxtA septic/tre.~nr rank 1. Capacity per HOOT design specifications =12 hr. --> 24 hr. retention time. 2. DWF = 600 Gpd 3, 440 gal. trash tank retention time = 16 hrs. 00 minutes (400 gal. capacity/500 Gpd Peak DWF} 4. Baffle to be used at outlet of trash tank, AERATION TREATMENT IINiT CAPACITY CAi.CiJi.ATiONS: Manufacturer & Capacity: NAT HFitNt decigped to remnvel1,53, _ t _471,hc R()t)/ci~v Treatment capacity required = 5t?0 Gpd, waste strength assumed at 196 mg/L B.Q.D. = 0.98 Lbs BODlday ~[IRCE CAPACITY: Manufacturer & Capacity: VlTi~cer Cn cre P .P2it)OI -MR pumz cham(~r, 4 ~n°' tiquld 1 .vet (wl nutlet nl~ed1 .,(~ Fi9 .gal /jn~h_--_ 7.TA47.n4 ~~1- acinalypjth_dtlpl_~_plim~»s SIIRGF. VOL.i1MF.: Actual daily flow Monday --- Friday estimated at 900 gpd. based on anticipated 4-person occupancy/residence,1,800.00 gpd. anticipated volume Saturday & Sunday. Mo da Tuesda Wednes Thurs Frida Saturda Sunda Carryover s e vol e 1 00.04 940.00 600.0 300.00 000 0 000.0 5(!0 00 Daily estimated flow 900. 900.00 900.00 .00 900.00 1 00.00 1 .0 24 hr. cumulative um v lame 1 200.00 1 200 00 1 200.00 1 200.00 1 200.00 1 200.00 1 200.00 Remaining surge volume 9 .00 60 .00 300.00 00. 000.00 600 00 1200.00 Pg. 3 of 10 DnSF. CAAMRF,R CAPACITY & TIMF,D DOSR CALCULATIONS. Timed dosing proposed to allow retention & mitigation of surge flows. Dose timer to activate pump at 2 hr-17 minute intervals resulting in 10.51 doses per 24 hrs. Pumping duration to be set at 2 minutes - 16 seconds per dose. Pump discharge rate to be calculated as installed and timer duration to be recalbrated to provide required dose volume. Duplex pumps to be installed to provide emergency backup in the event of primary pump failure. Manufacturer & Capacity: Wieser Cnn~,rete WI. ~Q {41 ",g (g 44 gal /ink ~,R47 ,(,.gal , . gall E) High water alarm: 13.0 " = m_7 nal_ (reserve capacity) B1&2) Surge capacity: 15 2'1" =~,(L~Z,S'1 C) Surge warning alarm: 1 00" = 69_d4 aal _ C) Dose volume + flow back:- t _7T' = 12 __9t gal. (116.00 ga1.x10.5 doses/day) =1,218.00 gal.lday (1,200.00 gal./5 doses per day) + {.153x40') = 246.52 gal. maximum dose volume (60.42' lateral lengthx5 lateralsx0.064x5) =116.00 gal. + (,163x40') = 122.52 gal. minimum dose volume D) SWragetredundantnff: t o_QSI" = X94,40 gal_ TOTAL,: 4 t nn"= 2 Rd7_ Pump SeleCtiori: Ritp]ex 1~1ZS to he installed with cer_nndTnm» Ming ac hackun in race nfnrimar~r-»~n~~nre Manufacturer: Sonlds Model number: 'ERRS WROSH Minimum discharge rate required: i4- - ~ 2 .~¢r,m Pump will discharge 57_(i(1t gpm-~ 20.9$' 'j'~H Control Panel:. nc 1~(yp-SSF w! ~dan nff flna--t r.~rrrPnt cencnr &,.,fjectriCal rii,~nnnect cwitrh ABSORPTION AREA SI7.ING 1. Design wastewater load: i,R00.00 (iPT~ 2 Depth to limiting factor: 3. Land slope: R_0% 4. Infiltrative capacity of soil at system elev.:20 1.^ ft. ASTM C33 med. Sand 5. Dispersal cell area required: 9ot1_()o c r ±i= Dispersal cell area proposed: '~-o~~- Cell width (A) 7-50' Cell length (B) 122 14' MOUND D .SIGN 1. Dispersal cell dimensions; Cell width (A) 7 50' Cell length (B) ~ 1 ~1' [(5.7% deflectionx.00265) + 1 ] [ 120.00] = i 22.14' 2. Mound Height: Fiil depth (D)1 00' nr i?" Downslope fill depth (E) i . ' nr 192" [1.00' + (8%x7.50')] Depth of aggregate (F) n_75' nr 4" Cap depth (G) 0S0' nr ~+„ Topsoil depth (I-p .1.00' nr 1 ~" 3. Mound dimensions: (V-~ Total width _.43_IIQ_ 5.50' + 7.50' + 30.00' (~ Upslope width S 50, (1.00' +. 7s' + o.so'x3x0.81) = 5.a7' (1) DownsIope width .~Q.QfI'(Downslope toe extension req'd.) (1.60' + .75' + I x3x 1.32) =13,27' (L) Total length 141.14' (122.14')+ (2 X 9.50') =141.14' (K) End slope A 50' [(1.00' + 1.50'u2 + .75 + 1.0] 3 = 9.15 Pg. 4 of 10 SYSTEM F.i,F,VATif7Nfi t~~ ~SAi. AREA Installation Contour elevation:lQ~ ~ ~~ Basal area required: d,5n0,___~_____{>n cn„t~ Dispersal Cell elevation: ~ 1fSo 1,800.00 gpd./0.4 gal.isq.ft./day = 4,500 sq.ft. Highest Dist. Network elev.: _150„ jp~ , ~ Z-•Basal area provided: 4,stln~ ft. Pump off elevation: RR_5(f, (120'x7.50' + 30.00') = 4,500 sq. ft. 1. Distribution pipe sizing: Laterals per cell: Lateral length: Lateral size: Lateral spacing (s): Sidewall separation: Orifice size: Orifice spacing (x): Orifices per lateral: Orifice density: b1L42' ~,~„ 2_S~' L, 5' 1/R„ i' [ 1st hole at 1.405' from manifold) 5.94 2. Distribution network discharge rate: S~gat. /min,rtc (b lateralsx22 holes/latera1x0.41 gal/hole) = 54.12 gpm 3. Manifold sizing: Location ~ f:eutex Length S (NI, Diameter .2 4. Force Main Diameter " Length .4I1'_ Flow rate 54.72 ~al_/min (22 orifices/lateral)(6 lateralsx0.41 gpm Q, 5.0' distal) Friction loss 2 ao, (40'x6.00 ftJ100ft.) 5. Total dynamic hPa~ Min. distal supply pressure 5_ sn' Vertical lift 11 "SR, Friction loss (Forcemain) ,._2 41a' Sim/tech pressure filter {STF-IOOA2) ~ 5n, Total dynamic head = 20 9R' Center Connection Lateral Layout Diagram Force main connection via tee or cross to manifold at any point. Laterals are identical ~' P s • =Turn-up wlbsil valve or f P X-~Ifxt2 ` ~t2~i Laterals if force main of PVC Sch 40 eleanoutplug per GOMM Table 84.30•S Holes driNed on the bottom of the lateral. Number of Laterals Lateral Diameter Lateral Length (P) Lateral Spacing (S) Lateral Flow Rate 6 1.25 in 60.42 ft 2.50 ft 9.06 gpm Orifice Diameter Orifice Spacing (X) Orifices per Lateral Orifice Density Manifold Length 0.125 in 2.81 ft 22 Pg. 5 of 10 6.94 ftz/orifice 5.00 ft Mound Pian and Cross Section Views 1- 1_ . 1~ 10.6 ~Observation~Pipe ®' K . r.•_~_+_•~Tip~,Lr~•••s•,.1'•~.~•+,.••++.••.1.•~.••~~.••!•,*Y,i••.•,.•,.•+.1.4:p,w••.~,. .1,e,s . r. .~.~,~ .,.. * ,.. ~: i L --~ Mound Component Dimensions Down slo a toe extension made. A 7.50 ft E 18.20 in H 1.00 ft K 8.96 ft 8 122.14 ft F 9.25 in I 29.34 ft L 140.07 ft D 11.00 in G 0.50 ft J 5.29 ft W 42.14 ft 916.05 (ft) Dispersal Cell Area 4500.00 (#tz} Basal Area Available 14.74 (gpolft} Linear Loading Rate 12.21 (ft)1i10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.fi9 {ft) I~ .~~f.. 100.92 (ft) -- F Dispersal CeN Elevation . ...... . .. ..... ..... .. .. .• .. ... .. Shading Key [~ ~ Topsoil Cap [~ fffff Subsoil Cap ' • ~ ~ ASTM C33 Sand Titled Layer © a,rtijti Aggregate -~-_ ..~fffft .... ~ ~ H wffffir ~ rfiYrrY~f. G f!!! f f ff !1 lJfff ._ Dispersal Cell 101.42 {ft) Lateral Invert :D ~: ~ 10i $.0 % Site Slope ,,. '~ $. ~ Dispersal Cell ~ ~ . 1.5ft ~'•~''~'_``~ ••1• 4~• ~ ~ T i l l : _ .,,. yp ca Latera 0.5 ft : r *----- A -----~ {ft) Contour Elevation Geotextile Fabric Cover See lateral details on Page 4 for number, size, and spacing of laterals. Laterals are equally spaced from the distribution cell's centerline in the distribution cell {AxB). -T _} -I -I Pg. 6 of 10 ~i Dose Tank Information Electrical as per NEC 300 and -~---~- Comm 16.28 WAC Disconnect ~- Tank component is properly vented Wieser Concrete Ca aci 2847.04 Vo{ume 69.44 Dimension Inches Gallons A B 1&2 1 127.01. C D _ _ 1.76 -10.0 01 12291 694.40 Total _ - _ - - 41.00 2847.04 Manufacturer ~_ Gallons gal/inch A B C D 3" Bedding un er tank. Alarm Manuafacturer SJE Rhombus ~~~---~~ Alarm Model Number Tank Alert SJE1011421 ~ Pump Manufacturer Goulds ~' Pump Model Number 3885 WE05H ~~ GOU LDS PU IVI PS 3885 PROSURANCE AVAILABLE FOR RESIDENTIAL APPLICATIONS. reverse side for specific HP, METE4R~5 FEET , 130 - _ ~ _. voltage, phase and RPM's - E, s M ~ _ available. lzo --- -t-- 3 5 - --•-- 110 ._.~ _ --- ~ - WE2 H Locking cover with warning label and ticking device and sealed watertight 4 in. min. ~--~- outlet location Forcemain diameter 2 in. _Weep hole or anti- siphon device Pump off elevation (ft) 89.83 D, ose tank elevation ft) 89.00 Submersible Effluent Pump _ -. ;_. , _. t SERIES: 3885 :_. _. ._.."_ ;.- __~ +.. T SIZE: 31." SOLIDS ,- .. _ -.-.; ._ RPM: 3500 & ~.;+_ 17 0 _Y -~~SGPM ~ ~ ~ ~-- 5 FT t r-- __~ ~--- - --+ - i- ~ ;_ . . ~_ .. ._.__ ..~ - --- . r ,... .}- ~~ , _~ . ~" NPT discharge, to ----- -~-- _ -+ -:-. .~ ^ Mechanical Seal: SILICON o °o ---;o-~zo 3o ao so L 60 ` 70 { ao ~90 {loo 110 ~ ~ .. ~ - ~-- Pg. 7 of CARBIDE VS. SILICON 1Z0 130 1A0 150 160 GPM CARBIDE sealing faces. o ~ s 10 15 zo zs 30 3s m3lnr Stainless steel metal parts, 54.12 g~f~h3'i1r. FEATURES 30 100 - - -- --- ^ Impeller: Cast iron semi- W 9o wE, ~+--ri i - - , zs open, non-dog with pump-out = 80 ~~ -'- ~- vanes for mechanical seal ~ 70 ---- - protection. Balanced for ; 20 6o Eo N _ . ~ ; smooth operation. Silicon ° '" bronze impeller available as o 1 s so ~Q - -- ~ i ao ---- - an opt on. ~ ^ Casing: Cast iron volute type20.9810 3o wEO.} for maximum efficiency. T D H s - - i~ General Terms and Conditions L Ca G A This is ~ts~RSEIv1E1V'T Fc Cnon~iva (CONSULTANT) and (OPERATOIt~, 9o~-Y refarrad to es the SERVI PIidVIDERS.. Tho CONSULTANT inLeada m bava ag+roemants with a third party such as a Iromeowtietra .associorr ( which Is herein referred w as the Prime Agttrarnptt and which provides for rite CONSULTANT to provide services. The OPERATOR shall perform services in acwatdatrtx with the terms aad conditions of the AGENT as desots'bad; harm as the CUAjSULTAN!"S iaadepe~nd~ service prm~ide~r. and ahaU be respa~os~lo Efts the means ankl tnetb~ods used in pprEomtusg rheas services. The CONSULTANT shaft •be the general adminisDrator and cocrdinatae• of OPERA7bR'S services for tyre Client. The parties' Amt includes these "Gaeersi Teams and Conxl{Cioaa" aad Nra attached "Wastewater Pr+op~osal" dated March 8, 2A07. Thsso Gerterai Terms and Cpnditimrts shall take preoed~tx over aay i~otrsistent or contm#i~i' provisions cwntained itr any proposal,ioo~nhsct, pu-r.haea 4rtiear, regniaition, aottceto~p-~ocaed, or 3~7ce doam~ant rogmding ~PERATOR's services. If ~Y of; these General Ter~gts and Conditions are determined bo be invalid or unenforceable in whota ~ part by a court of 7, the rpnaining provisions hereof shall remain in Gill fora and etfe~t and ba binding ttpare the partite hatx~o. T'+~ 3ERViCE PROVIDERS agroe to reform this AGR'$~NT' Do raplaoe aqy such Invalid or rmenlbroeable provision wide a va#id and exiforceable provi~oa that as alosaly ~ possible expresses rho i~ticat of the stricken parovi~on. i Thaw Genepal T'erme and CcexlRionrv shau stavivo the completion of the services under this ,AGREEAdt3NT and the Domination of this A{~RI3E1+dEN'I' flu aqX cstuce. Z. 81'~DARD OFl'ffi~+'ORMANCB All servtdes of OPERATOR:md its affiliates, sub diaries, indaperidmt profaesio~nai associa4os, txnnattltanis~ and ~ required ~ry this AGRE~iT will be parfoaned in a tnasonable and pradant meriner ice acxotdaaoe with ganarat(y accepted wastewater operatotr industry~practica Ail estimates, t+occunmendstlons, opinions; and dods~s of OPERATOR wiU ba made apart they bests of the lnfonmation available to OPERATOR and OPERATOR'S experience, tscbnical qualifications, and profcesiot~al judgmemt. OPERATOR wattaata end mpresenta that h possesses all required liariscs for the s~ervioes it is to provide, and that ~ posseceas the expe~ianco, techudtcsl qualifications end ptofassional judgnes>t to perfptm all of the teaks sod sevies far which it lies bed ruined by CONSULTANT. . r THERE ARE NO WARRANTIES OF IMtBRCHANTABIIITY OR FITNESS FOR A PA~iTICULAR PURPOSE OR ANY OTHP,R ~GVARItA.NiZES OR GUARANTEES WHATSOEVER, EXPRESSED OR IMPLIED, WTTH RESPECT TO ANY SERVI ?ERFORMtiD dR MATERIAIJS PROVIDED UNDER THE AGREEMENT OTHER THAN AS EXPRESSLY PROVID~D 11rT THIS PARAGRAPH 2 OR IN PARAGRAPH 22 ("ASSIGNMENT'S ]3ELOq~. . 3~. ~I~rOI(;ES Invoit~ will ba ~ periodioelly try the OPERATOR to the CONSULTANT cwatoiman'ly ~ s manthty basis). The CONSULTANT will pay thq OPERATOR within thiaiy (30) days of the rims the CONSULLTANI' has received the invoice. lmoicea dine to•be paid in Umited States Dollars. If fire CONSULTANT fails m make any+paymait due to flea OPERATOR within thiFiy (30) days afDer rpoeipt of invoice, the amounts due the OPERATOR will be iaara8aed at des rate of 1.0%per moritli fratn the said thirtieth day, addidat, OPERATOR, may ether giving sawn (?)days writDen?notioe~ suspend services under this AGREEI~¢ENT tmti'l dPERAR has bean paid is full dbr ati services, axpereses, and cirargea., ~. csAxt~isouw~~a . Arty prop'psal with: proposed ~ oonsNnste OPERATOR'S a~timatfoa to perform the services inquired to oamplate the seavlces as OPERATOR ~ it to be deSned. For these pr~eds involving ooncapdtal or process development cervices, adivitks otDen are not Rdiy definable is the iniaat plaaning. In ~+ evaer, ce rho projux progt+ea~es,;tlm facts developed may dieters a a6anga intha services to ba ~, which may alter the scope.. OPERATOR will inform :CONSULTANT of such situatierrs so that changes in scope aad'ac(justmanta to the tires of perfbnmance of the services, whew or net by say ordrr, and aquitabb ~rismoset shall be made, and the Agrecerant modified accxrdingiy. Where the of PaY under the Agtt+ememt is based upon cost neimbwsaneatt (a~., hourly rata, time arat maDetials, dircet parsomrel axpemse, or per diem), the provisions of 'SU~aisgrsph a shell apply pin addition. to the provisiorm of subparagrhphs b and d. a. Diretx oasts, eutcluding tt~vel and subsistence, inehtde an upchatga of 1496 for handling apd adminisDradoa h. Tha mitenmtan time t for dxatgiaig fmldvuork is fear (4) bouts unless apoafic~ll~ addressed in the prnpocel. The minifputni tome sogtnoit charging wagic dana at anry of OPERATOR'S offices is one~half hour. a If a ljaup sum fee is expences era included es part of the lump sum fee. Otharanse pmjad related office wipanceS such as Shipping, oomarwrication, ertbaoctors, prttit;ing and repe~on. oempubar se,~vicxs, supplies and equiprvemt wail be calcatladed' whh a lg9!a mark up. Travel surd subslstsnae expanses of parswmal whew on bra oonaecDOd with the Projgct art: reimbursabia at cost. The use of rausabie field and sappaat equipment owned by OPERATOR wilt be biitod at pra~estermined trace. ~ >PKxorosav>~cOq»cxs~tvicES: Below ~,re the tasks EcoCheck praposes to provide: ~ `~ g~ O_p~~L4~ SF,R~~S_ Belo~~w detailed b akdown of the tasks F..coCheck is proposing to provide for the site visits. ~ ' ,• I, erfiran 2 site visits per iraixfield for the first 2 dears of operntion and thereafter one site vast. 2. ~'rovide a-mail Fon~espondence on items that arise~at the wastewater.facilities. 3. Note rnaintenat~ce activities required at the. site an~ maintain a Icfigbook. 4. complete repotting to St. Croix Electric on site inspection reporfs. • 5. Provide a ycar~ end report detailing system performance and summarizing operation end maintenance conducted during the calendar year. Pn_ _tt~P ++k ,held Operation 1. elapsed t~{ne meters and event cowNaers from; pwmps (if egi}iPi~)• 2. observe com nests in the control panel far proper operation. 3. coordinate with the analytical lab for analysis of samples. 4. ;Gear puump operation through amp draws and volta~e checks. 5. ,(adjust equipm~nt settings if ttecessary. 6. ~'erfarm a visuajl observation of the drainfield. ?. Check floats for proper operation. 1 provide service calls as needed. Service calls are events that fa11 outside of fihe Wastewater Ojperation Services" tasks and need urgent attention {i.e. alarm light is on, a broken pipe was observed, etc). ' 2. 1?erform other services as requested by the Own ` that are beyond the scope of this contract. III. COSTS OF EtCOCIiECK SERVICES Waste~ater Operatn Servk~cs will be invoiced in a month the work is performed. Service will be charg on a lump sum basis in accordan with the scl}edule below: Basic Servtees fort Each IndividnAl D ' kt In an , Task Hours Subtotal Cor~uni Drainf~e d and Pum Tank Ins 'ors 3.0 $240.00 Pro ec~ Administration 0.3 $40.04 lvlisc }Project Expen$es {test kits, field equipment, 1 $10.40 f 3mil e ~ Seld L~spectiun Il- ~otal cost t~er $Z90.t10 -- r ~ , ~ ^ • N er of Inspected Drainfields Cost per Range o~ Costs per Inspection er Visit Ins tion* -3 Drainfields spected $290.00 ;$290_-_5870 -6 Drainfields Xns ected $210.00 840 - $1 2b0 7 13 Drainfields~Ins ted $185.00 $ ,295 - $2 405 1 -22 Drainfields Inspected $170.00 $2,380 - $3,740___ * - Eco~'heck recognizes there wilt be cost e„~`iciencies that can be passQd along to St. Croix Electrici as new drainf elds are placed into service. i Additi ~ ai Tasks willbe charged as stated below: • ~ervice Calls (item 1 under Additional Tasks) will be charged ~~t $100 per event, plus dime and materials in accordance with the EcoCheck Standard Billing Rates. • ether services (Item 2 under Additional Tasks) will be provided~as requested on a time and materials basis in accordance with the EcoCheck Standard Billing Rates. This will include changing out the air filter if it cannot be adequately cleaned or other non- poutine maintertance items not included in this scope of work, PROPOSAL ACCEP~'ANCE - St. Croix Electric Coop for Rolling dill Farms The Owner accepts this proposal including the attached General Terms and Conditions, and EcoCheck is. authorized to proceed with the. services described herein. -This proposal is valid for 30 d~ys. St. Crow Electric Cogperative EcoCheck, Inc. By: Name: Title: Date: ; By: ~~ Mar Pend amt J Name: Judy Lissick' C~ Title: Sr. Vice President March 20 ~ 2007 pate: March 20 2007 w~ Po~~"s ~~~ ~5~" Z~S 5x75 2 ~~ ` ~ - ~7/SCQftSI,tD SOIL EVALUATION REPORT #1939 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page _I __of _ 3__ Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not Tess than 8Y~ x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and ___ St. Croix _ ___ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. ~ f~-~ ~ ~ ~ ~ Q ~i~ Please pr' - Personal information you provide may b Nroperty Owner Rolling Hills Of Hammond LLC. Property Owner's Mailing Address 400 2nd st_~ City Stat Hudson y WIC 54016 715-386-0230 R iewed B Dat q /( law, s. 15.Od (1) (m)). ~i(~(/yiiri- ~ G V Property Location Govt. Lot na SW1l4, SW1l4, S29, T29N, R17W Lot # ~ Block # JSubd. Name or CSM# ^ 18 1 na RoNing Hills Farm /~ 'l l ~-d ~_j City [~ Village ~;_~~ Town Nearest Road ___ Hammond ~ 160Th St New Construction Use: ;<' Residential /Number of bedrooms 4 Code derived design flow rate _ 600 GPD _ ~' Replacement _~ Public or commercial -Describe: na __ Parent material Silty sediment and underlying reddish sandy loam till Flood plain elevation, if applicable na ft. ~~eneral comments Mound design, system elevation 101.01ft based on contour line elevation 99.60ft. Minimum of 17 inches and recommendations: of ASTM C33 mound sand. I 1 I Boring # ~ ~ Boring L-.J I, :;~ pit Ground surface elev. ytS.bU ft. Depth to limiting factor 30 ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPDJft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-17 10yr3J1 none sil 2msbk mfr cs ivf .6 .8 2 17-30 ' 10yr4/4 - none scl 2msbk mfr gw na .4 .6 3 30-48 10yr6/6 cd 7.Syr5/6 slJsil ~ om _~ na na na .0 ~ .0 a Boring # ~ Boring pit Ground surface elev. 98.60 ft. Depth to limiting factor 31 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPDfft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-12 10yr3/1 none sil 2msbk mfr cs ivf .b .8 2 12-24 10yr3j4 none sicl 2msbk mfr cs na .4 ~ .6 3 24-31 10yr4J4 none scl 2msbk mfr cs na .4 .6 4 31-40 7.5yr4/4 fractured andstonf residuum na na na .0 .0 `Effluent #1 = BOD 5> 30 < 220 mglL and 7SS >30 < 150 mglL `Effluent #2 =GODS < 30 mglL and TSS < 30 mg1L CST Name (Please Print) Signat a CST Number David J. Steel 248956 Address Steel's Soil Service ~ Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 6/12/2006 715-760-0347 SBD-8330 (R.0)/00) used fcF~~cp~~j~Privac JUL 1 9 2006 ST, CRdIX COUNTY i Cod~,Phone Number i?rc~erty Owner Rolling Hi!}s Of Hammond_LLC_ _ __ parcel iD # __?endin~_ __ __ _ _____ __ __ `, Page _ 2 of _ 3 .~ Boring # ~~ Boring ~ ~` Depth to limiting factor 100.00 ft -}~ Pit Ground surface elev i ____ . i ,• ~_; . n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence ' Boundary ~ Roots GPDJft= in. Munsell ~ Qu. Sz. Cont. Color i Gr. Sz. Sh. 'Eff#t `Eff#2 1 0-ii 10yr3/1 none sii 2msbk mfr cs lvf .6 .8 2 12-19 10yr4(4 _ none sicl I 2msbk mfr cs na .4 .6 3 i ( 19-36 10yr6J6 --- -- cd 7.5yr5/6 -- - -+ _ sci -- om na - na na .0 .0 Boring # L Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Etf#t •Etf#2 I Boring # ~ Boring ^ Pit ~rouna surtace elev. n. veptn to umi[mg racror in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. 5h. •Eff#1 •Efr#2 'Effluent #1 = BODS> 30 < 220 mgtL and TSS >30 <150 mg1L 'Effluent #2 = BODS < 30 mg1L and TSS <30 mgll 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 deparhnent at 608-266-3151 or TTY 608-264-8777. (R.07r00) steels Sal service .. .~ STEEL'S SOIL SERVICE David 1. Steel Rolling Hills Of Hammond LLC 994 200` St. CST-Pt~WTSM Sw1~4,sw1~4,s29,T28N,R17w Baldwin, WI 54002 Lic. #24895b Town of Hammond, St Croix Co. Direct 715-7b0-0347 Rolling Hills Farm Lot 18 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend I" = 40' • =Benchmark Ele. 100.00 ft Top of 314" pvc pipe • =Alt Benchmark Ele. 99.90 ft ' ^ Top of 3/4" pvc pipe =Borings Boring Elevations B I = 9s.6a ft B2 = 98.60 ft B3 = 100.00 ft B4 = 0.00 ft 3 of 3 N /mod- ~o i_n~r ~~ ~o ~-,~-c~ ~~,~ S 35' X61 Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT in accordance with Comm 85, Wis. Adm. Code #1939 Page 1 of 3 Steel's Soil Service Attach complete site plan on paper not less than 8%s x 11 inches in size. Plan must i l d t li it d t l b t rti d h i l f t i BM di i County St. Croix nc u no m o: ve e, u e ca an or zon re erence po a nt ( ), rect on and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ,rn Parcel LD. ~~ -02 ~ l ~- ~ ~U U ~ P/ease pr Personal information you provide may used fdZA~oll~,~ulp4Sr~l{Privac Law, s. 15.04 (1) (mp. R iewed B Dat ~~ ~ Gr . ~~ Property Owner Property Location Rolling Hills Of Hammond LLC. JUL 1 9 ZO06 Govt. Lot na SW1/4, SW1f4, S29, T29N, R17W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# ~ `j~ ~ ~ 400 2nd st ST. CROIX COUNTY 18 na Rolling Hills Farm / o -- City Stat i ode Phone Number ^ City ^ Village `~ Town Nearest Road Hudson WI 54016 715-386-0230 Hammond 160Th St ^ New Construction Use: ^ Residential ! Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ^ Public orcommercial -Describe: na Parent material Silty sediment and underlying reddish sandy loam tilt Flood plain elevation, if applicable na ft. General comments Mound design, system elevation 101.01ft based on contour line elevation 99.60ft. Minimum of 17 inches and recommendations: of ASTM C33 mound sand. Boring # ^ Boring ^ Pit Ground surface elev. 98.60 ft. Depth to limiting factor 30 in. Soil Application Rate Horizon Depth .Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPDfft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#'I 'Eff1/'2 1 0-17 10yr3/1 none stl 2msbk mfr cs 1vf .6 .8 2 17-30 10yr4/4 none scl 2msbk mfr gw na .4 .6 3 30-48 10yr6/6 cd 7.5yr5/6 sl/sil om na na na .0 .0 I ' ~ R~~;,,,, ~ ^ Boring ` ,.,y ~ Ground surface elev. 98.60 ft. De th to limitin factor 31 in. ^ Pit P 9 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPDlft~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EfF#2 1 0-12 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8 2 12-24 10yr3/4 none sicl 2msbk mfr cs na .4 .6 3 24-31 10yr4/4 none sct 2msbk mfr cs na .4 .6 4 31-40 7.5yr4/4 fractured ;andston~ residuum na na na .0 .0 "Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mglL 'Effluent #2 = BODS < 30 mgfL and TSS <30 mg1L CST Name (Please Print) ~~~" ^ signature cs i Number David J. Steel 1/ , 248956 Address Steel's Soil Service ~ Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 6/12/2006 715-760-0347 SHD-8330 (R.07l00) Hills Of Hammond LLC. Parcel ID # Pending Boring /'~'\ Page 2 of 3 s pit Ground surface elev. 100.00 ft. Depth to limiting factor 13 in. Soil Application Rate Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Ef(#2 10yr3/i none sil 2msbk mfr cs ivf .6 .8 10yr4/4 none sicl 2msbk mfr cs na .4 .6 10yr6/6 cd 7.Syr5J6 scl om na na na .0 .0 Boring uvnny a ^ pit Ground surface elev. ft. epth to im~ting actor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eif#z Boring # ~ Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate rizon 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 #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS ~ 30 mg/L meat 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. Steers Soli Service STEEL S SOIL SERVICE David J. Steel Rolling Hills Of Hammond LLC 994 200`t' St. CST-POWTSM swl/4,Sw1J4,s29,T28N,R17w Baldwin, WI 54002 Lic. #24$956 Town of Hammond, St Croix Co. Direct 715-760-0347 Rolling Hills Farm Lot 1$ Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend 1" = 40' • =Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • =Alt Benchmark Ele. 99.90 ft ^ Top of 3/4" pvc pipe =Borings Boring Elevations B 1 = 98.60 ft B2 = 98.60 ft B3 = 100.00 ft B4 = 0.00 ft 3of3 N /.~ ~- co rnQr ~~ ~~r f („~ 3~, i ., i ~ -~ -c~ 16~ , owNER ROLLING HILLS FARM ROLLING HIlL6 OF NAMMOND, LLC pTTN: OAY9 PETI'HEIS 400 9. SECOND 6tFl&ET ~ IOCATEO IN THE OF NWt /4 OF THE SWtlA, THE NEY74 OP THE SWtf4, PART OF THE SW t(4 OF NUtl60N. W104bt8 SWt(4, AND PART OF THE SE114 OF THE SWt/4 ALL IN SECTION 28, ANO PART OF THE WISCONSIN. SURVEYOR p NW114 OF SECTION 32, ALL IN T28N, R17W, TOWN OF {iAMMOND, ST. CROIX COUNTY, / ~ - EDX4N C. PLANIIM 55tgqy ' I t LOT 41 ~.. ~ H.W.L. x040.8 ~ t NOMHIAND 9URVCriN0.1NC. `~ m d I f ~ i .1 SEE SHEET 1 `_ `. ~'•~,.; ., r.~- I s' n 00•AHWY•90.1 P.0. 90%14 QAW~ ` I 1 0 \ .__ peyuuisnwenAxO .. '~ , ;~~ 1 4 2°y-..J RO9ERT9, W1 01029 GGG { i 'p _^ i .\ \ ( ~.. - _ PHONE 7/0-74W1719 B~Q~ {II ~ ~"' LOT 4D ` ' iAX 716-7aa,7,• ~~ i _- ~~ ___. \ _ ._ ___ ___ j1 a• e `! ! I o ~~_ ~-- - ~ 3 ~ ~'. ~~ 'a~'9 ~( '~ EE SHEET Z ENGINEER w ~ 'a LO 3~ ~ I _ 1 ...... _. oT .....2a A~UTttH coNSULnNO ANtl ~' ~ ~ l ~ Ip ~ ~ LOT 39 \" ~ "" - _ _, _ ._. A660CIA7E6 ~ ~~ _Y..-~"" 60 4 OF'rxExtR Of lHe aw N~! ~~ 1.\ z~A' L' 27 28Y0 ENLOE STREET ~~ .I~ i- ~ I~ ..-_ t"-"1 -NOnm uxEENmear.7mlNEa Ml~ ~~ __, P~;t~ LO `~; LOTS NVO9lJN, Wi 04018 ~-._ -_ ~ ~~ V B ~ r~ , `N a ( ~~ ~ 2 W I$ I (. . J ~Y i OUTIOT 2 MATCH LINE SEE SHEET 2, p~, I ~ •# .a Awo 7, ~ LiLr~ ~N: 1x l0T °~'~~,3t i'1 f ,Ig ~ ~~ ) raso,uasort LOT 24 - ~ V•^' .. d ` ~, t`~,a~ g 13 4 T ,~~ \ ~ MATCH LINE SEE SHEET t & LOT ti ti 1 ~~ ct~ ~-f ~ LOT G'I ~ ~ ~' ~ 21r X 72 ~ ~ ~ ~ry 1~ a -' C~~o2' ~., ~ u ; 86 ~ w \ y ,eP'1~ "~ ~~ MATCH UNE BEE SHEET 4 dal } 6 ~ ~k °., ~'. H.w.L. tsse.• ~ ~ 1 ~ ~ a s - ty"s '.._ _._ „; ~ \ `~~. \~ \ BTORMWATER i4' 'r ~~ y 'o~'~~- \-,. c`~~ `LOT, j '" ~ ~ ~ ~ , k.\ `~' ' M4N~&MPNT .` i ~' ~.~°` _k ~ a,~ ` ,3 ~ 11 .1 \ LOT SEE $HBET 4 G... ~ I OUTLOT 3 ..~ 1., ,,. 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Xw.oN.+a,. _ t, 5 tOO' OPEeN1ePt0 SCALE IN FEET 3D0 s too R00 gH 9 OF 6 SNEE1 T28N, R1TW Hoot Aerobic systems -Hoot Aerobic System 4 ~,h~= i 1 ~ , Page 1 of 2 Treatment Blowers Controls Disinfection Disposal Pumt~s Performance Industr~Affiliations President Bush Ranch Crystal Springs Recxcle/Reuse Drip Irrigation ~ Research & Development Alabama Arizona California Colorado Florida Kansas Louisiana Missouri Oklahoma Texas Other/Inquir NSF Listing Tank Drawings Floatation Calcs Performance Data Nutrient Data CBOD Loading Drip Desi Contact Us Get Acrobat Reader Homeowners Manual Maintenance Items to Avoid Medication Warning Water Softener Info Troublesho~ TO E-MAIL HOOT Hoot Hoot BNR LA Hoot Louisiana Hoot Commercial Help Me Choose Paae HOOT SYSTEM TREATMENT PROCES: ,_, The efficient five-stage HOOT treatment system is designed with 1. Pretreatment tank where influent enters. 2. Aeration chamber where oxygen is pumped into the waste water. 3. Clarifier chamber where the clear, odorless effluent rises. 4. Chlorinator where the clear effluent passes through for disinfection. 5. Holding tank for disinfected* effluent ready for discharge. 6. Extremely quiet, efficient aerator and pump. 7. Unique solid-state HOOT Control Center monitors and controls the 8. Discharge Pump The HOOT Aerobic Treatment System is a complete five-stage, one ~ treatment system. This feature-packed aerobic treatment system opei municipal treatment plant. o The simple one-piece design of the Hoot System saves installatioi money. http://www.hootsystems.com/systems/hoot.html 4/15/2008 Campc,nents Environmental Dealers Engine Hoot Aerobic systems -Hoot Aerobic System k ~ Page 2 of 2 o Along-life, state of the art computer manages the system. It open for efficient, effective low cost operation. o The Hoot System computer monitors and verifies that every comp properly, without opening the system. It is much more than an idiot lig o Committed to the protection of the environment, we have made th preferred wastewater treatment system when there is no sewer conne poor soil conditions or there isn't enough space for a traditional syster o With our Warranty we stand behind the Hoot Aerobic Treatment S percent longer than the industry standard. We can do this because of design and manufacture. o Contact your local Hoot Aerobic Treatment System Area Re~resE more information. Site design by CPU Grahics. Inc • Copywrite by Hoot Aerobic Systems, Inc. 2005 http://www.hootsystems.com/systems/hoot.html 4/15/2008 commerce.wi.gov isconsin Department of Commerce March 11, 2008 SAFETY AND BUILDINGS DIVISION Plumbing Product Review P.O. Box 2658 Madison, Wisconsin 53701-2658 Jim Doyle, Governor Jack L. Fischer, A.f.A., Secretary HOOT SYSTEMS HOOT SYSTEMS, LLC BRIAN McOUESTION BRIAN McOUESTION 10507 W HUBBARD AV 2885 HWY 14E WAUWATOSA WI 53226 LAKE CHANCES LA 70607 Re: Description: SEWAGE TREATMENT SYSTEMS, AERATED (also see SEWAGE TREATMENT APPARATUS) Manufacturer: HOOT SYSTEMS, LLC Product Name: H-SERIES HOOT Model Number(s): H-600-A (MAX. DWF 600 GPD) Product File No: 20080077 The specifications and/or plans for this plumbing product have been reviewed and determined to be in compliance with chapters Comm 82 through 84, Wisconsin Administrative Code, and Chapters 145 and 160, Wisconsin Statutes. The Department hereby issues an approval based on the Wisconsin Statutes and the Wisconsin Administrative Code. This approval is valid until the end of March 2013. This approval is contingent upon compliance with the following stipulations}: • This tank must be designed to withstand the pressures to which it will be subjected. • The manufacturer must keep at the manufacturing plant a set of plans and specifications bearing the department's stamp of approval. The plans and specifications must be open to inspection by an authorized representative of the department. • This product may not receive backwash discharge from a water softener. Water softener backwash discharge must be discharged in another method acceptable to chs. Comm 82 and 83, Wis. Admin. Code. • The maximum daily wastewater flow, which may discharge through this product, is 600 gallons per day. • When this product receives wastewater from dwellings, it will produce an effluent quality with a maximum monthly average value for BOD5 of less than or equal to 30 mg/L, TSS of less than or equal to 30 mg/L TSS and F.O.G. of less than 30 mg/L and fecal coliform of less than or equal to 10,000 cfu/100m1. • Plan review for the installation of this product must be obtained from the department in accordance with s. Comm 82.20 (1) of the Wis. Adm. Code. • This product must have installed adepartment-approved effluent filter capable of filtering particles of 1/8 inch in size or larger. SBD-10564-E (N.10/97) File Ref: 08007704.DOC HOOT SYSTEMS Page 2 March 11, 2008 Table 1 Maintenance, Inspection, Pumping Requirements PRODUCT/ (Models) H-600 (600 gal/day) Initial/Startup Inspection/ Maintenance 2-yr. service agreement w/manufacturer Ongoing Pumping Cycle And/Or Requirements 2-yr. pumping (trash tank only), unless more restrictive my local or state regulation; for aeration chamber, see inspection results Back-Wash Cycle N/A Effluent Performance Levels NSF-40 Class I BOD5 Credit For Downsizing Distribution Area YES Fecal Credit For Reduction Of Vertical Separation YES Additional Comments none The department is in no way endorsing this product or any advertising, and is not responsible for any situation which may result from its use. Sincerely, Jean M. MacCubbin, CST Engineering Consultant--Plumbing Product Reviewer Commerce; Safety & Buildings Div. PO Box 2658 201 W Washington Ave. Madison WI 53703-2658 Phone: 608-266-0955; Fax: 608-283-7456 E-mail; Jean.MacCubbinQa wisconsin.gov •' ~, F,wwv rai'+E wt~ci~an. Fbw rat+E w. •~959b' Ta#a! ~isad la~s:~.5 T1~t S~m/Ttth fll~r, with ~"~ un damn and rnaun~ lawn. a~owa !1~ ~ scta~n !o bar ~d in o~raNon. ~rov~ci{Mr~ ntiax~rnum n~rt~~rtcrt L-rt~aw~ ~,~ with ~u~ma#oh~d ,par~ormincae ~ T7rt fi7iar air ~ ~ tie 3~l7 t#~tbn~ 77~ p~f~vr»~~ pct s c~ua ##tta~n# wf~h law~d~ 7'55 . la~p~in~ ~at~r~ Jurfzv~d~ .e,~tam fiun~ at std wfth . ~ halm. ~t ~ 3 ~N-r~ err dlavn~hrr and 18 nc~ti~ foog wilEh a 59.52 s Ih~h ~n ar+~a T~ 1iv~~r 4f916 aptn araa d~ ~ ,p-KS 83.5 or~r p-a~ rnlr~uta of f psf. W~Ir fi~atunES t~ce ttarsM ~n a ~ ctag~nd screen wig! ka~p tht ~ w~N pra~f+e~+ad and Enp~rirwr~rs and ~ now h~r~r dt~ #~ cyffar i s~i~ aa~. !o assu~s ~ w8 ~ K d~pnad naw and in ~ht ft~tttM't. Thy 5trn/TtNt i4~F~rr retn br usad ~h bath ~+rsfdential and ~r+am~nneunrlal a~pp~r~ian~r. S7rF-~L?O 2~3.S72D~°I F~St '$~' s~crc-an: A4,9~_GF~+~I'J.~ I~SJ air ,21 PS! ww~,g-~rnt~c~h.c~a~r ~$$-;3~,'~-~?,~Q ~tnt~~,~.r,~-t Title St. Croix County AEROBIC TREATMENT UNIT {ATU) SERVICING AGREEMENT State Plan T/r~ansaction Number - Name - (Owner) Typed or printed Being duly sworn, states, under oath, that: 1. He/she is the owner/part owner of the following parcel of land located in St. Croix County, Wisconsin, recorded in Volume - - Page - Document Number~.7/Y.~St. Croix County Register of Deeds Office: A parcel of land located in the~~ '/a of the.Sw'/4 of Section ~ 9 , T a `~ N - R _/~_ W, Town of i~ , St. Croix County, Wisconsin, being duly described as follows (include lot no. and sub?d(iv~isr~ioyn/CSM or detailed legal description):~~.~ /~ a~~~L~¢E \/ i~~~? Agreement Date: -~.S ~8 ! 111111 VIII !1111 VIII VIII IIII{ IIII 111111 Iill IIII s~~~~~ KATHLEEN H. WAtSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 04/15/2008 08:30AM AGREEMENT EXEMPT N REC FEE: 11.00 PAGES: 1 and Return Atld s v~v GG ~= ,~~ .Qs ~t/A SAE G c.DSd~/ lrl! ~ ,r'ya'/(o As an inducement to the county to issue a sanitary permit for a POWTS equipped with an Aerobic Treatment Unft on the above-described property, we agree to do the following: 1. Owner agrees to conform to all applicable requirements of Comm 83, Wis. Adm. Code relating to Aerobic Treatment Units (ATU) and the maintenance requirements for the proposed POWTS (Private Onstte Wastewater Treatment System) technology. if the owner faits bD have the POWTS and ATU properly serviced in response to orders issued by the governmental unit or the Department of Commerce to prevent or abate a human health hazard as describetl in a. 254.59, Stets., the governmental unit (Town) may enter upon the property and service the tank or cause to have the tank to be serviced and charge the owner by placing the charges on the tax bill as a special assessment for current services rendered. The charges will be assessed as prescribed by s. 88.0703, Stets. 2. The owner agrees to maintain a contract with a licensed POWTS maintainer for the Iifa of the system. The POWTS maintainer will perform periodic inspections and maintenance as required by the manufacturer and the Department, including, but not limited to: the blower, elechieai controls, and treatment unit operation and sludge depth. These inspections are to be scheduled every 8 months for the first two years of operation and yearly thereafter. 3. The owner agrees to contact the POWTS maintainer immediately upon any malfunction of the treatment unit and to maintain the unit so as to not create a human health hazard as described in s. 254.59, Stets. 4. Tha owner recognizes that the county, Department of Commerce, or POWTS maintainer may make periodic inspections of the components to complete performance monetoring of the unit. 5. The owner or the owner's agent agrees to report to the department or designated agent at the completion of each inspection, maintenance or servicing event in a manner specified by the department or designated agent within f0 business days from the date of inspection, maintenance or servicing. 6. Thts agreement will remain in effect only until the county office responsible for the regulation of POWTS certifies that the aerobic treatment unit no longer serves the property. In addition, this agreement may be cancelled by executing and recording said cartiflcation with reference to this agreement in such manner which will permit the existence of the cert~cation to be determined by reference to the property. 7. This agreement shalt be binding upon the owner, the hairs of the owner, and assignees of the owner. The owner shall Submit this agreement to the Register of Deeds, and the agreement shall be recorded in a manner that will permit the existence of the agreement to be determined by reference to the property where the Aerobic Treatment Unit Is installed. Own s) Name(s) -Please Print e r( Subs/cr~ibed and swam to before me on this date: ~ ~ + ~ .!/~~/~ ~ ~~ " i~~O~ G~i~E Nola ' e~~~/j-+~wner's Signatur/e/ s,/)^/ (// ot P b N ary lj~' r ez~„~~ r f' T ~u T / , -` ~ / f J ' I G ammental Unit Official Name. Title -Please Print bly~6onrrt-iasiorrF~es - ~ y ra,>•~o ~e . ,~~ ' -t .~- `ra. fr.' ~ z~ tic ~ t e~:~t.,n: c.;a..,t %~c!:i~ ,3 ~ ~ a ~" . Go mmen nit cial Signs re Drafted by: ' S~.J'~{o; ~ Go,,,,u Q u r~erso~lnrormayon you-pre~ride may oe used Tor seconuary purposes trrtvacy;~aw s. 'ro.u4u,lplpH E ~ "THIS PAGE !S PART OF THl3 LEGAL DOCUMENT - DO NOT REMOVE" f1 This information must be completed by submitter. document title. name & Tatum address. and ~Q( (Jrrequlred). Other Informaflon such as the granting clauses, legs! description, etc, may be placed on this fast papa of the document or may ba placed on addltlorra/ pages of the documem. p(Qj@; Use o/ this cover page adds one page to your document and ,j,Z,OR to the reco-dina lea- utn_~¢r.. cr-'•a°° R° "'' ~ V a ~ OwnerBuyer ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM ~G'li U G-- ~~ ~~Y d 1^ ~a.v.w. Mailing Address yQ~4 2~v~ o~ -S~Sd ~ 7`l ~~~ Asa ~ tel. ~ e~~l o~l~ Property Address ~ (l?~-~ ~oZ ~ J~#- U-~, ~ (Verification required from Planning & Zoning Department for new construction.) CitylState Parcel Identification Number b 1 ~ - ZD f `j -* ~$ - 6~"~ LEGAL DESCRIPTION Property Location S'GJ '/4 ,sue '/4 ,Sec. ~ Q , T ~ l N R~ ~ W, Town of ~/.~ ~,-> >,.z o~ Subdivision /i s l/;;v o~li;'~/s ~ac rr rr~ ,Lot # /S~ . ~. ~;ertitied Survey Map # ,Volume ,Page # Warranty Deed # ,Volume ,Page # Spec house yes ~ Lot lines identifiable ye no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Cammerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & `Coning Department within 30 days of the three year expiration date. I/we certify that all statements on this form aze true to the best of my/our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Numbe o bedrooms !` SIGNATURE OF APPLIC T(S) / 9 /~~ DATE **~. ny information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. *** Inch~e with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if refereCe is made in the warranty deed. (RF.'V 08/05) ~ r - Document Number TRUSTEE'S DEED William F. Hued, Jr., as Trustee of the William F. Hueg. Jr. Trust dated April 3. 2002, as amended, for valuable consideration conveys without warranty to Rolling Hills ofHammond LLC a Minnesota Limited Liability Company, Grantee, the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Legal description attached hereto as Exhibit "A" Recording Area Parcel Identification Number (PIN) Name and Return Address Ediaa Realty Title, Inc. 400 South Second Street Suite 115 Hudson, WI 54016 018-1065-20-000,018-1065-30-000 018-1065-40-025,018-1065-50-000, 018-1070-70-000.018-1070-60-000. 018-1071-00-000 Dated this °~ ~ day of Nt /M W~- 2006 --* ---~ - Trustee AUTHENTICATION * William F. Hueg, Jr. Trustee ACKNOWLEDGMENT 82 1 x+35 KATHLEEN H. kALSH REGISTER OF DEEDS ST. CROIR CO., MI RECEIVED FOR RECORD 03/24/2006 12:45PM TRUSTEES DEED EXEMPT # REC FEE: 13.00 TRANS FEE: 7184.40 COPY FEE: CC FEE: PAGES: 2 S ignatuce(s) STATE OF ~ t ~ •r CQ ~ ~ (•~' 1 ~ County authenticated this day of * TITLE: MEMBER STATE BAR OF WISCONSIN ([f not, _ _ ___ _____ _ __ authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY _ __ Brent R Johnson __ _ _ Lommen Abdo Law Ftrm, Hudson, Wisconsin ~~ (Signatures may be authenticated or acknowledged. Both are not necessary.) _) ss. Personally came before me this o~ (~_ day of ~~{~~__ __ , 2006 the above named William F. Hueg, Jr., as Trustee of the William F. Hueg, Jr_ Trust dated Apri13, 2002, as amended to me known to be the person(s) who executed the foregoing instrument and acknowledged th 3ame. ~f * Notary Public, State of ~~~ f f ` _ _ My Commission is permanent. (If not, state expiration date: ' Names of persons signing in any capacity must be typed or printed below their signature. THIS IS ANON-STANDARD FORM TRGSTEE'S DEED 1 of 2 ^'".r!:7 oprofoms.com r:,i~.. ~ R11CHElKOKOS ` ~ ~- ~~- k1V WMMISSION t DD 505583 7, ' r ' a` ~, EXPIRES: JarNary 16 2010 aitlc Unoawrbrs e'ItMU Nahr a d . ; :.'; " y a, e 13 ~~ EXHIBIT A PARCEL 1: Located in the NW '/. of the SW '/., the NE '/, of the SW '/,, part of the SW 'h of the SW 'h, and part of the SE '/. of the SW '/., all in Section 29, T29N, R17W, Town of Hammond, St. Croix County, Wisconsin; described as follows: Beginning at the West '/, Corner of said Section 29; thence N89°47'59"E, along the east -west %, line of said section, 2620.29 feet to the north -south '/, line of said section; thence S00° 12'21"E, along said north -south '/. line, 2632.15 feet to the South'/, Comer of said section; thence N89°57'56"W, along the south line of the SW '/. of said section, 468.83 feet to the east line of Certified Survey Map recorded in Volume 19, Page 4988 at the St. Croix County Register of Deeds Office; thence N00°02'04"E, along said east line, 445.13 feet to the north line of said Certified Survey Map; thence N89°57'56"W, along said north line, 1621.71 feet to the west line of said Certified Survey Map; thence 800°02'04"W, along said west line, 445.13 feet to the south line of said SW %,; thence N89°57'56"W, along last said south line, 528.25 feet to the Southwest Corner of said section; thence N00°14'20"W, along the west line of the SW '/, of said section, 2621.42 feet to the point of beginning. AND Located in part of tl<ie NW '/. of the NW %,, part of the NE '/, of the NW '/,, and the SE '/. of the NW '/. of Section 32, T29N, R17W, Town of Hammond, St. Croix County, Wisconsin; described as follows: Beginning at the North % Comer of said Section 32; thence S00°07'13"W, along the north -south '/, line of said section, 2636.28 feet to the east -west '/, line of said section; thence S89°53' 19"W, along said east -west %. line, 1311.14 feet to the west line of the E '/: of the NW '/. of said section; thence N00°09'29"E, along said west line, 1979.71 feet to the south line of the N '1~ of said NW '/, of the NW '/.; thence 889°59'53"W, along said south line, 1309.83 feet to the west line of the NW.'/, of said section; thence N00°11'44"E, along said west line, 650.74 feet to the Northwest Comer of said Section 32; thence S89°57'Sb"E, along the north line of the NW '/, of said section, 528.25 feet to the west line of Certified Survey Map recorded in Volume 19, page 4988 at the St. Croix County Register of Deeds Office; thence S00°02'04"W along said west line, 11.86 feet to the south line of said Certified Survey Map; thence 888°40'45"E, along said southerly line, 1443.70 feet; thence N89°07'15"E, along said southerly line, 178.40 feet to the east line of said Certified Survey Map; thence N00°02'04"E, along said east line, 41.43 feet to the north line of the NW '/. of said section; thence 889°57'56"E, along said north line, 468.83 feet to the point of beginning. AND PARCEL 2: Together with a 40 foot Agricultural Access Easement, over and across part of the SW '/, of Section 29, Township 29N, Range 17W, Town of Hammond, St. Croix County, Wisconsin, the centerline of which is described as follows: Commencing at the southwest corner of the SW '/. of said Section 29; thence East, assumed bearing, along the south line of said SW '/,, a distance of 1830.76 feet; thence NO1 °17' 11"E, a distance of 8.90 feet to the north right of way line of County Trunk Highway "T', being the point of beginning of the centerline to be described; thence N21°00'00"W, a distance of 63.21 feet; thence N02°14'34"E, a distance of 237.00 feet; thence N45°00'00"W, a distance of 28.98 feet; thence N88°54'38"W, a distance of 537.90 feet; thence N82°57'49"W, a distance of 191.82 feet; thence N41°28'55"W, a distance of 44.95 feet; thence North, a distance of 52.52 feet to the north line of the south 445.13 feet of the SW '/, of said Section 29, and there terminating. 2 of 2 Parcel #: 018-2019-15-000 Alt. Parcel #: 29.29.17.1215 018 -TOWN OF HAMMOND Current j~ ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 02/05/2007 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner 0 -ROLLING HILLS OF HAMMOND LLC ROLLING HILLS OF HAMMOND LLC 1551 PAYNE AVE ST PAUL MN 55101 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description * 1627 72ND AVE SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 0.000 Plat: 11-019-ROLLING HILLS FARM 018-07 SEC 29 T29N R17W PT SW SW BEING ROLLING Block/Condo Bldg: LOT 15 HILLS FARM LOT 15 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 29-29N-17W SW SW Notes: Parcel History: Date Doc # Vol/Page Type 02/05/2007 843836 11/19 PLAT 05/02/2006 821435 TD 10/21 /2003 744420 2441 /56 OC ~nn4 ci ~nnnnepv Bill #: Fair Market Value: Assessed with: 0 Valuations: Description Class Acres Land Totals for 2008: General Property 0.000 0 Woodland 0.000 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: 04/15/2008 08:21 AM PAGE 1 OF 1 Last Changed: 02/13/2007 Improve Total State Reason 0 0 0 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 I~~1o`~ ,L ~~~~~~ EcoCheck ,~,nn / / ~/^ 11347 North Avenue, Suite 4 / ~ ~ , lJ" Chisago City, MN 55013 ~ W I ~ ' ~ ~' ~ ,~'-~ ~~ ~ C~d Phone: 651-257-3511 /1`! Fax: 651-257-4490 ~,~ 2~ r ~7 Wastewater Operation and Maintenance Inspection Summary U ~~'" G Rollin Hills Farm ~,~, g Z ~+'' h /~ 1 ~, D I Residence at 1627 72nd Avenue Septic Tank and HOOT System Operations Frequency Check septic tank sludge and scum depths 1 /year X Completed Not Completed Check baffles to ensure they are properly fastened I /year X Completed Not Completed Perform visual observation of the HOOT system l /year X Completed Not Completed Test voltage to the HOOT control panel 1 /year Completed X n/a Check HOOT system sludge level 1 /year X Completed Not Completed Perform visual inspection of the airlift 1 /year X Completed Not Completed Perform an audible inspection of the airlift 1 /year X Completed Not Completed Check air filter of the blower 1 /year Completed X n/a Test strength of wastewater 1 /year X Completed Not Completed Findings of Inspection Do septic tanks need to be pumped? Yes X No Are baffles intact and working properly? X Yes No HOOT Unit working properly? X Yes No Any follow-up necessary for St. Croix Electric? X Yes No Any follow-up necessary for JW EcoCheck (service provider)? Yes X No Any follow-up necessary for the homeowner? Yes X No Field Notes: T~nlc ScumScum Denth Slud a Deoth Septic Tank 1 l6 HOOT Tank 0 0 Comments EcoCheck found a FAST system was not installed. Rather a HOOT system was installed. Performed maintenance and check of the svstem. Blower was a Trov H-450A System was working properly upon inspection. Need to confirm with Owner that a new technology has been installed that is different than the FAST s stem. Using the HOOT system is acceptable, however will be more difficult to obtain spare parts with different technologies installed. Future Maintenance Needs Homeowner .- "We're more than just operators...." Providing experienced water and wastewater operations, maintenance, and management services to homeowners associations, local governments, and residential developers. EcoCheck 11347 North Avenue, Suite 4 Chicago City, MN 55013 Phone: 651-257-3511 Fax: 651-257-4490 Wastewater Operation and Maintenance Inspection Summary Rolling Bills Farm Drain>field Servicing 1627 72nd Avenue Drainfleld Operations Frequency Read elapsed time meters and event counters from control panel l 1 year Completed X n/a Observe components in panel for proper operation l /year X Completed Not Completed Test pump amp draws 1 /year X Compieted Not Completed Test voltage supplied to pumps 1 /year X Completed Not Completed Observe settings of the panel 1 /year X Completed Not Completed Perform a visual observation of the disposal field 1 /year X Completed Not Completed Observe alarm for proper operation 1 f year X Completed Not Completed Findings of Inspection Event counters and elapsed time meters operational? Yes X n/a Panel components working properly? Yes X No Amp draws in line with expectations? Yes X No Supplied voltage within tolerances? X Yes No Panel settings OK? Yes X No Disposal field working properly? Yes X No Alarm working properly in test mode? Yes X No Any follow-up required by JW EcoCheck X Yes No Any follow-up required by St. Croix Electric? X Yes No Field Notes: T>~ Event Counter Amn Draw Volta¢e Timer on Timer ot~' Pump # 1 COULD NOT DO COULD NOT DO COULD NOT DO COUTA NOT DO COULD NOT DO Pump #2 COUCD NOT DO COULD NOT DO COULD NOT DO COULD NOT DO COULD NOT DO Comments and found a blown wiring issue inside the panel or with the float wires. The panel is not ooeratioa and is accumulatin¢ effluent from the home. There aooears to be about 5-7 davs of Future Maintenance Needs The installation contractor needs to troubleshoot the control panel and fix the problems described above. utren to contractor, once thev contact "We're more than just operators...." Providing experienced water and wastewater operations, maintenance, and management services to homeowners associations, local governments, and residential developers.