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016-1063-30-100
epartment of Commerce ~ PRIVATE SEWAGE SYSTEM Suilding Division • t , INSPECTION REPORT ..__ __ AL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 'ermit Holder's Name: City Village X Township Gabbert, Ed Glenwood Townsh' :ST BM Elev: Insp. BM Elev: BM Description: /('U • U /DU~ b ~~'t~/ o SANK INFORMATION ELEVATIO DA A TYPE MANUFACTURER CAPACITY Septic W - Dosing ~ sa ~ Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~~ ~ ~ ~ Dosing ~ ~` t ~ i •S.G Aeration Holding PUMP/SIPHON INFORMATION I~` ~/ Manufacturer ~,~%~~C.XJV Demand GPM Model Number .~~ D Lift 2 Friction Loss System Head TDH Ft ~t~ • (. °t 2. L • s° Z,`F• lob' Forcemain Length t Dia. ~~ Dist. to Well ~ ~j~ n. ~, l s i~ l..T~- SOIL ABSORPTION SYSTEM County: $t. CfOIX Sanitary Permit No: 408238 0 State Plan I ~ ~~~ Parcel Tax No: 016-1063-30-100 STATION BS HI FS ELEV. Be chmark 3 fl ol. ~ - /02. ~ /Ob I BM vet. -t-tvt ~~ ~`~ ~ l6oV' ~• ~'I ~ . d 9 S 6 B g. ewe ~ ~7 ~ •'7 8f% • u S ne C SUHt Outlet ~r' ~- Dt Inlet d Lv / N r ,/ . J Dt Bo~u-- ea ~~ • Dist. Pipe ~~ ,~ 9~•2$ Bot. System (es:~ •`{O •3~ {~. , Final Grade St covgr a z7 ~a-~ ~' Z of -7. a l~ BED/TRENCH Width Length No. Of PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ~~ ~ ~ ~ t ~~~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM EACHING M fact e . INFORMATION C B OR Type Of System: ~ ~~ r T odel Numbe . DISTRIBUTION SYSTEM /Ir.,~,''V r~tk„~a~ -. S•O l•>I.~,, re~_ /K •D. (.i. 1 Header/Manifold ~ ~~ Length ~•~ Dia Z Distribution ~ ~ h ~ Pipe(s) Length `' Dia Spacing 3'o x Hole Size j ~~ Ig x Hole Spacing 3 •~ Vent to Air Intake SOIL COVER L'~ z p~ssure Systems Only xx Mound Or At-Grade Systems Onlv Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bedlfrench Edges Topsoil jj Yes f~ No - [~ Yes ~,' ~: No 'r MM~NT~S: (Include pods dis~~encies, persons present, etc.) Inspection #1:~/ ~ i 6~ Inspec' #2• J~N~~~3~~ ~•,~jc,~fj~.vY~~ ar,~ -~..•h a ~t;ation: 2588 130th Ave Glenwood City, WI 54013 (SE 1/4 SE 1/4 29 T30N R15W) NA Lot 1 ~ Pa el No: 29.30.15.441A10 1.) Alt BM Description =W ttfi~~~~r~~~~~ ~)~ /1A. ~ ~ , ~ C ~ 00 •U)% (~S~ 2.) Bldg sewer length = ~ 8~ - amount of cover = _-- ~) C~ ur ~~, 7 ~ t~ ~ ~ ~ -- n revision Required . Yes No ~ (~t'7r ` ~ ``-~''~rir• Use other side for additional information. ~ ._. 1~ ~ ~~ - -- SBD-6710 (R.3/97) Da Insepctor' i ature ~ ~ Cert. ~'-~~~1~/f„~.v CP~S6J'~ i Safety and Isuilslings riivision ~ ec 201 W. ~';'ashingtt~n Ave., P_O. 13ux 7162 Madison, VJI 53707 - 7162 l~s~partm,~rtt +~f t,`c~n~~r:~~_rrs~ ~~ _ .-L --~Z ,S~TL `~~~ ~~~~~~~~-~~ ~e~-~nit Application r~, acectrd vviih t:;oarutt 83.:' . ~'dis. Adm. Corte, personal iniorrna.tion you provide _ _ tr ty c + 1 .ir ~ urru:t) ~i*rrt-;es Ptivac sky-ei~13 __ I. Apgh ata~.~n Tzsr~rzrzats. st 6 l~, .s rris:zt A1[ it)fo.tnaticz t ~~~`~~~~D Prop/er~ty~(OJw`r/G:r's Name ~jN/ ~~-_ '~~~- Q ~ 2002 .~ _..L2~---- ----_. ~._.. _ -- - - - - --- -- Pmpert/l' Owur's Titatle.;>/Ad.ttE~~s ST. C:~t)IX COUNT`; ~19L ._. ~ _ G~CJ1r'~~° % ~~ ZC~ ~'VG OFFICc _...._ .____.. I . _ -r- ------- - City, State Zip Code Phone Number ~~~ ~~~~~ Ss~~ ~~~7~ Iii. Type of %Sztiltilnl, (d'lres°'sh Gr tl;c~° 4,.1)l+ly.) ~ r~T S~'L~bc/S 3 BK~ 1 ~ . ~a nt( L? ,.et in;~ - ~uu,'~ , r r Flulroon ti -- - -- q ~~1t ~l~.l'. 131fft[.eF~11 - l)i'.S rA IaC /w~ _~(_ w OCR, ~~dayr ,~ ~ on ~-tl~V~ -_9_?._0 III. Z'~_~c of I'crmzt (F 'I .,_€s est;l>.~ P:;c I)t~x. o<r lin e .~.. Numbering is for internal use.) I __. __ _ _- ---- a. ~ .w I 3 U Repl cement of G ^ Addition to ~, he tnvn ` st t t ''.~+4`ez1 _._._ ~ _ _-_ .._._.____.-__-J latzic v~ dv ~-Existin~_ stem ~ I3. ~ ^Gheck if Sanilnry P;•rmit Pre;~k>usly Issued ~ Permit Number IV, Tytz ;tF P4.3`r',"I' Systrtn. t::'htrs. Pdtzznbering is for interna~! use.) •t~1 CJ N,,r --iTr~surize+A =,~rrr~'azw 2' Aaunct 47 ^ Sand Filter t2 t~ I'r~au;rir;r.:o 1! iir~:n+t.td 4r. L-? Holding Tank: 48 ^ Single Pass 'r -{ (1 Tt:•d~ r.te 4 ~ i-i Ftc,tstc 'ltr?mnert lJtiit 4U C Recirculating '4 ihstreh sear T'TZ: at n]~ ? ' z ~ ~ 1A;3C`; -- _ - .. _ --- u. -~-GLy~- _~_ C.'ounty ~~~~~ Site Address _dL_~-f. ! ~o~ ,d Sanitary Permit Number'~~s/ [,heck if Revision / O~ ~~~ State P;an i.D. Num r ~ ~ ~~ Pat~:el Number _ _ d ~~- ! -~ 30~ Property Locati~yyn~ . ~7l ~/ v~ t~4 ~i~; S~ T ~~1, RC~ Lot Nutnber H t)ck Number / K Suixlivision Name CS N tuber ^ Ctty_ ^ VI]lagC ~ Ncal'est Nt,ad ~_e~o' ` ---- ~ ~ ~ (Complete fins; B, if applicable.) For County use _ ~~ Date Issued Sze ^ Comstructed Wetland 51 ^ lhip Line 3U ^C1tlter brstgn r3w+ gpci? ~ ,~ ,x s sl .s r ~:; i I~tsr~ rsa.i Area ,Soil App3ication ~ Percolation Rate I System Elevate Trinal Grade Ts _;;r ~ ' ~~ i F o~~sr~~ Rate(Ga1s.JDay ' ~) ' (Ir:ir7Jinclz) J~ ~e ~. J~ ~j~j~ Efevs[tan I __:r___. --_.~Q~L ---- J~ --__ - I VI. 'I'anl. xz>ro C > t,ct 4 in ! i tal `~ ti` trttter ~__~ Manufacturer -~~Prrfab Sitc Steel Trilxr PIaSCic a ~ t rs ti:;lton; c t C,anks 1 ~ CNncrete ~ Constructed ~Crlass 'r ~ x x tn~ _ t rk f t n_ ; ~~ t L _. __ ___ ._ __..~.-.- -_- __-- --__. _._ T ' ScPtr ar Hul is i. 1 aEik ~ y' L~ stnH (~,nt ~ / ~ ~U'(~ r .__ 1 .- ~ _L_-- --~.~1....._ ___ -._-- -- ------___ ___ ! ~Il. l~eap~rtytl.iiily t taHatrt s.ttt._ ~, it.r tzxsdgrsag tf~!, :~:.'unte restwnsibnlity for instattatlon of the FOWTS s~ho•w+ta on Ilse attached plans. - __.---- i y3utntxs's t;~rtte {f`rt tr ; lurn'x.t a S+i;:ta ~=e MPI~•SPP.S Nunher ~ Husiuess Phone Number ,/~~ ~ ---- . 11'lun:tx'r'; Addr,.,s t5 is et, '.:t>y '..~.:. est. ~_tx?cj j ~rIII. orr~t~t•,`I3ci~.catnnan_t' •sc.r ~r _ _ _.r -tat ~~travtir~ - _.-- _...__ -,-_____._~ 1}ate lssard ing gent Sig a >rovxi i ^ , r ,anit~ry Wermit Fee {includes Uroundwater pi ~svtter L , cr set t'~ti ~ rvw3c; I Ster~ttarge Fee) ,i / i Y.•'Ctt.l'I. 371a- i t 3 ~ SG~~ ~ r . _ -- _.__._ _ _ __ _.~._ __ _ ~~a~ °._~ _._ ~ G~~?-__ _ ___ (No Stamps) U~i+~- i" k. ~,,.~~zs~ t~i~l)rerv:~a~Fte~<~~rtt~ for i'~~raplrro~ax ~~„ _ _ Y~'Ia9't ,~jn.~/• /'"6~y1-6YlGUIt/~.J,7Pif7`~L~ ~ ~J O Irv ~y ~N~ftNG~s A~$~'~)p~,','fi~~( SG~I~A~r~--_~~~~.J4- ~~lr"tJ~ -. _ .._P~- s~~_ .~~ l?.C~!~~ t~M,q-,~IT~n~ s~77~1^cr~s~ I + t i n e;i:: gts. ~-(tsz ?lap Cr:Y^ } on.l+l fur Ilse system ar, .per nn less th;§sa Bl 2 x 1 Y tachrs Ia sloe RAG' J~~ ~ ~dm~ 83. ~3 --'~ • ~ ~atvy ~~li~r; ~ Y~u~ o~ A~ ~~ Movt~a .~ c~-~sr' PRov~,2~y ~ U 1927P Document St. Croix County _ Occupancy Affidavit 2 7 1 684 1 99 KATHLEEN H. YALSH REGISTER OF DEEDS ST. CROIX CO. , tiI e RECEIVED FOR RECORD 07-15-2002 4:25 PM ~ ~~/~ l~K~ ~~+eD ~ ~,Ag Q~ ~' Name - ( caner) Typed or printed being duly sworn ,states, under oath, that: 1. He/she is the owner/part owner of the following parcel of lan located in St. Croix County, Wisconsin, recorded in Volume 03 Page 0 Document Nmunberiabb7`{~ St. Croix County Register of Deeds Office: Name and Retum~dress A parcel of land located in theS C '/. of the ~ %. of Section,,Z ~' ~ ~~ (~RQQt T~0 N - R ~_ W, Town of (r~CN WG1~ , St. Croix t~~ t - i-(u~ f!~y d County, Wisconsin, being duly described as follows (include lot no. and ~.S~.,p„~L ~+'t/'~• ~~~d subdivision/CSM or detailed legal description): 1.,,p lI ~ tJol. 15' ~~G~ 4~1~~ o~C• S, ~'1 bt b - ta~3-3o owner of the above described property, I acknowledge that the septic system serving this residence is sized for a bedroom home, or a design flow of hfSU d. The design flow is calculated by assuming 150 gpd for 2 individuals per bedroom. There are currently ~ occupants living in this residence; ~ occupants are permitted based on the design flow. Therefore the septic system serving this residence is code compliant. However, I understand that if there are intentions to exceed the number of permitted occupants, the system will need to be modified to accomodate any increased wastewater flows and/or contaminant loads. I also acknowledge that I will make this information available to any future parties interested in purchasing this property. • Dated this ~~~ day of J V (~ a~~ *~ T * ~ g ~-- AUTHENTICATION Signature(s) authenitcated this day of TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stats.) ~, •, " ~ ~'. THIS INSTRUMENT WAS DRAFTED ~ '• ~~ ~ ,V ~~ ~ w.~~e d t2. ~ get RT' ~~~~ ~.'~~ ~~ m t. •~i-,~ (Signatures may be authenticated or necessary.) "THIS PAGE IS ~t .A•~ -,t. ACKNOWLEDGMENT STATE OF WISCONSIN ) )ss. St. Croix County. ) Personally came before me this ~S day of~~ O Z the above named f to me known to lme the person(s) who executed the foregoing instrument and acknowledge the same. Notary Public, State of Wlsconsln My Comm~s ion is permanent. If not, state expiration date: Date: AFFIDAVIT EXEMPT # REC FEE : 11.00 TRANS FEE: COPY FEE: 2.00 CERT COPY FEE: PAGES: 1 DOCUMENT - DO NOT REMOVE" This in/ormation must be completed by submitter. document title. name & return address. and PIN (if required). Other information such as the granting clauses, leagal description, etc. maybe placed on this Brst page of the document or may be placed on additional pages of the document. Note: Use of this cover page adds one page to your document and 52.00 to the recording fee. Wisconsin Statutes, 59.517. i~consi n Department of Commerce June 27, 2002 CUST ID No.242514 ~~ ~ 1 2002 Safety an 1340 E GREEN BAY S' SHAWANQ TDD #: {tid8 www.commerce.stc www.wis Scott McCallum, Philip Edw. Albert, ATTN: POWTS Inspector TODD C FEATHERSTONE FEATHERSTONE EXCAVATING INC 368 TOWER RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/27/2004 SITE: Ed Gabbert 13 Ct Town of Glenwood St Croix County SE1/4, SE1/4, S24, T30N, R15W FOR: Please refer to both identifia numbers, above, in all correspondence with the agE Description: Mound System For Ed Gabbert Object Type; POWT System Regulated Object ID No.; 857089 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: Comm 83.43(8)(1) Provide and maintain a minimum 5' setback from the property line to the POWTS treatment component per Table 83.43-1. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/instal lotion/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. ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMIGHAEL RD HUDSON WI 54016 ~ Identification Numbers Transaction ID No. 761975 Site ID No. 646472 .,~~~v~ 14 ~Z~Oti ~~~ ~ ~, ~--~ ~~~ MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: GABBERT Owner's Name: ED GABBERT Owner's Address: 167 E HUSKY, N. ST PAUL , MN. Legal Description: SE1/4 SE1/4 S29 T30N R15W Township: GLENWOOD County: ST CROIX Subdivision Name: ~ s~ ~x Lot Number: 1 Block Number: f/'b/ l~ P~ j//r~ Parcel I.D. Number: 018-1063-30 ~d~ ~ Plan Transaction No.: ~°~~ e 1 Index and title P tiona~ty dl ag e~n, D Page 2 Data entry v Page 3 Mound drawings pRO RCE ~ Page 4 Lateral and dose tank M~ jMENt pF COM t`a~ ~ F ~ ~ Page 5 Pump specifications D QN OF ~~ ~ Page 6 Management plan ~ Page 7 System and maintenance specificati ., _ ~~~pENCE l ~~s~-~' $~E- ~~R b` ~ ~~ ~ s ~ G ~.~, L r~ 5 -~ ~ Designer: TODD FEATHERSTONE License Number: 242514 Date: 06/11/02 Phone Number: 715-381-1704 Signature: __ Version 2.82 (10/5100) ~ Page 1 of °ifF~IERSTONE 71538&8865 Tot KEITH WIIKINSON Date' 8/27/2002 Tlme' 11'59'18 AM Page 2 of 2 • .-: }.. r 1 ---- • - 1. ~ -- .. -- - .~_ - - .~ .._ f - ~ • T r i -1 ~ " .I I i ~ ' - fl ~ -- -- ~- __~ _ -~ _ .....I V...I _..... ~ _._ . _ L . .. _ _ 1 . - I . ~--~ - - -- ..__ - . ~ ~ -1__ ~ . _ ~__ L_ _ ~.__~-- ~ - t ._.. . i, ..- , --__~ . ~ ~ __ ~ 1 ._ l L_ I l _ r .._~ I .~~ ...... . .---- ._._~ . ~ ~. i _. _ I ...-.._ ~ __- , . - _ _ I _... ~~.--~ - ~ ~ _..._l._.. ._._J ~ ~ , ..I --- ~ .. _~__. i ... ~ . I . _ i ~_..~-- ~.. ~ _ - ~ .. .1 .. ti ; --- -- ~.. I I I J.. . . -~--•-f I ~ ' --- . - . . ;~ ~ l , , I -- ~ - - -- ._., . - ---- - i----- - -, - ----1 --- -~ --- .. f ~ . - --; _-~ ._. .. ~'~ i _ Sul . ._. , .. ~._ . ~ 1 ~ . _.. ._ ... . ~ `- - - . . ~ I _._ T I : ~ _ - f -- r ~ - _..-... L _..... ....- - ---- .. _.. ~ I ... _ l .. .. .... -.I _. ~ ..._.. . .~ ... - i - ..- ~ ~ _- M ... I _. _- ~_ - ..~ -.1 _ --- - _..~ .- - .--- ._ .... . - __. - - I ._ _. f ,. ~ ~ ~ . ~.- -- - . • ~ . ~ ~ - .- --~- ~ .~= - --- _ -.. 1_ I I -_ - -- . ~ . - . ... ~ . •, . _ . - , i - ~ .. .~ . i ~ . I . ~ -- I a . I - I ~ . . I --- . ~ f ----r ~ - { . f _ _... . - ' I __ ~ __. ._... - ._..... f - I r I r . _._ - , ~ . -. .. ~ - . - -. . .~ - .~ - - ~ f _ - - ~ ~ .. _,~_ .; - - -- --..._ - - --.._, ._....1 ___ ,. _.. f t.. - _. - .... - -I ..._ ~ _ ~ _ ._. . r----- _ w .._. . ....... . -- --- ----- i ~•--- ~ I ~-._ I - --._- ~ . w.~ ... .. _ .. _ .... .. I _ .~ . - - ' _ - -- - ~ - l - - ~ -- .. i M , ' _ ~ ' I i - _. - -~ -- ~ 1 .. - - . - .. - -- ' -- ..~ r , ~ _..__r-. -- ~ - -- ` I - --- -_ . _ ~ __ ._a -•- r . ~ - ~- . .. a _ ~. .. .. - . -- . .- _ - _ . - o - I - -- -- f + I I . f f f ~ v 1 . _ _ ~ I . ~ h 4 _ ~,•`~ .. -. J ~ .. _ .. Q R l ~ ~- ~ L. i _ ~ ~- .~ L ...._ - T' •-- - - --- T .. ~ ..._ 8L _-. ..... SU ~ - ._ -...- ' --- - --- -._ ...- _. ~ - _ ~ I _- ~.. . ~ .$ _ j ~ - -- - ---i- - I - -- ~-- -- - - •! .. ---- ! ~~-•- ~ -- ~ ' --- ~- ._ - -~---~ - - + f I ~ I i . f I I F_. ; ~ ~ . I ~ I- - - - ------ . I f I ~ ~ I f a ~ ~ ~ i t ; . . I I ~-- - I I -- ~. L 1 I ~ f ~ f ~ .. Mound and Pressure Distribution Component Design Design Worksheet Site Information R Residential or Commercial Design (R or C) 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150°~6) 450.00 Design Flow (gpd) 9.00 Site Slope (%) 97.00 Contour Line Elevation (ft) 18.00 Depth to Limiting Factor (in) 0.50 In-situ Soil Application Rate (gpd/ft2) Note: Sand fill (D) calculations assume a Table 83.443 in-situ loll treatment for fecal coliform of ~= 36 inches. Distribution Cell Information _ 75. Dispersal Cell Length Along Contour (ft) = B.00 Cell Width (ft) - -~ 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) Influent Wastewater Quality (1 or 2) Are the laterals the highest int Pressure Disribution Information C Center or End Manifold (C or E) 3.00 Lateral Spacing (ft) 4 Number of Laterals 0.125 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) _ 2.00 Forcemain Diameter (in) _ _ orcemain Length (ft) __ _ ~~- _ 7400 Pump Tank Elevation (ft) 6.50 System Head (ft) x 1.3 r 7• S~ 23.67 Vertical Lift (ft) 1.79 Friction Loss (ft) 31.96 Total Dynamic Head (ft) Lateral Diameter Selection in. dial o tions ~_ choice __.........__---- 1.00 x __ _. - 1.25 x X _.~~-~~ 1.50 x ..._._..._.. 2.00 x ~~__ 3.00 x Treatment Tank Information 1000.00 Septic lank Capacity (gal) WLP1000-MR - _~Manufacturer Dose Tank Information 1000:00 Dose Tank Capacity (gal) 27.83 Dose Tank Volume (gal/in) WLP1000-MR Manufacturer In the dlstnbutlon Y network? Enter Y or N If N above, enter the elevation (ft of the highest point. 9.38 ft2/orifice Does the forcemain drain back? ~_ Y ,_~ Enter Y or N 32.62 Forcemain Drainback (gal) 46.90 5x Void Volume (gal) 79.52 Minimum Dose Volume (gal) 19.77 System Demand (gpm) Manifold Diameter Selection in. dia. o tions choice ~ ~ 1.25 x _ 1.50 x ,_,,,,_ 2.00 x x 3.00 .__,~..._.... Gallons/lnch Calculator (optional) .__.__..~_ Total Tank Capacity (gal) ~~~~~~ Total Working Liquid Depth Cn) ~M~...~. gal/in (enter result in cell 648) Effluent Filter Information Zabel _ Filter Manufacturer A100 ~ -Filter Model Number Project: GABBERT Page 2 of ~~ f%~ Mound Plan Mound Component Dimensions A 6.00 ft E 24.48 in B 75,00 ft F 9.25 in D 18,00 in G 0.50 ft 450.00 (ft2) Dispersal Cell Area 6.00 (gpd/ft) Linear Loading Rate Finished Grade 100.27 (ft) 98.50 (ft)-•• F Dispersal Cell Elevation H 1.00ft K 10.62ft z 13.61 ft L 98.25 ft J 6.55ft W 26.15ft 1470.46 (ftZ) Basal Area Available 12.50 (ft) 1/6B Obs. Pipe Placement 9.0 % Site Slope Shading Key ~$ ~'i Topsoil Cap c a Subsoil Cap ©~ °:~~~~°~~~ e w c _~ ~~ ASTM C33 Sand ©: 5 ft ~ ~ 0 [4] %r<<!~ Tilled Layer . © Aggregate ~ o Project: GABBERT See lateral details page 4 for number of laterals, size, and spacing. Laterals are centered in the Ax8 distribution cell. Page 3 of (ft) Lateral Invert 97.00 (ft) Contour Elev ._.- Geotextile Fabric Cover Mound Cross Section View Aggregate Dispersal Area ~~P' Lateral Layout Diagram Forne main connection trio tee or cross to maniFold at ang point P •~Turn-upwdhallvalvaor IFX--4,IEd2~-al2~l alaenoutplug I,I Hiles drilled on the bottom of the lateral. x ~k Number of Laterals 4 Lateral Diameter 1.25 in Lateral Length (P) 36.80 ft Lateral Spacing (S) 3.00 ft Lateral Flow Rate 4.94 gpm System Flow Rate 19.77 gpm Total Dynamic Head 31.96 ft Orifice Diameter Orifice Spacing (~ Orifices per Lateral Orifice Density Manifold Length Manifold Diameter Forcemain Velocity Laterals are identical Laterals d farce main of PvC 6ch 40 per COMM Table 64.30.5 0.125 in 3.20 ft 12 9.38 ft~/orific:e 3.00 ft 2.00 in 2.02 ft/sec Dose Tank Information ~~~~ cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and -.1 Comm 16.28 WAC ~ 4 h. min. Disconnect ---444--- ~_, Tank component is properly vented WLP 1000-MR Ca acit 1000.00 Volume 27.83 Manufacturer Gallons gal/inch ~- A B C D Dimension Inches Gallons A 15.08 419.54 B 2.00 55.66 C 2.86 79.52 D 16.00 445.28 Total 35.93 1000.00 Alarm Manuafacturer LEVEL ALARM ~~ Alarm Model Number DLV Pump Manufacturer ZOELLER ~~ Pump Model Number BN153 ~^ Pump Must Deliver 19.77 gpm at 31.96 ft TDH ~- Aftern~e outlet location Forcemain diameter ~ 2 in. Weep trole oranti- siphon device p~um o_ff elevation (n> 75.33 Dose tank evation (ft) 74.00 Project: GABBERT Page 4 of 9 HEAD CAPACITY Cll4?VE ~^ MODEL 152./153 o= Ww i~ 50 12 / _ ~~~ 2`~•~, O• J h ~ / ~.. ~\: 4 • cA.UT10N All Insfageeerr of coatrola, protccdon deviea aad atkln0 should be done by a puafilkd eeeneed NecVkfan. Alt etacfttea{ and akty coda ahadd be raaoread inciudng the mock scant Nslbnal Eleetrk Code INEC) and the OceupaUonal Sataty end Naito AK t~1~ r, ~. ~- I'i i N'•,liil _-F_~ I .I n~:~ i~twnrf k ~G i ~f;a;v:, G<rl, . ,.~le~s Gal ! Ll~ 7.J _ E9 I6 %? , 211 I 31 5_ t3_ /U lti5 I _ g ' I 44 167 ;:' _ 19i i .. /.~. .. i(r ~ _ 123 << . IJ'j _... r - 9. _.... __... ___......._ ZS AJ .. .i? -.. 1irT ILt.7 -- I -- . ~ 7: , j 8'.: __- 1:~ I ...._... .... .... . I ' ' 42 I ( 4 Vnlvc: S%~.0 P.:l F-5^.~1~4~ ~ ~l. (' 3.~1~n). o,a~ae c ti ~ i 2?j32 ' ~ ,. ,i ' I ~I .. v: t •iL.11liMy+~ ~.._.. 1 3K109~ r 6N153 ~ _115 1 AuW ~ 10.5 I YkMrded _ 2 a 9 ~ SEt.ECTt~N ~aI~IE Et53 230 1 f Non 5.3 ~ f ~ _ 2 or 9 1. S~gle ~ variaDk level float awitdr or double piggy6edc vari~le kvd Moat C BE153 230 S Auto ~5.3 IntAded r tar 3 153 40 152 - 30. ....---•--°-- 20 - ------------ . 10 0 20 40 6U 80 100 GALLONS LITERS ~ -.T ...-- 0 80 160 240 310 F_QW PER MINUfE CONSULT FACTORY FOR SPECIAL APPLICATIONS • Timed dosinr~ panels available. • Electrical alternators, for duplex systems, are available and suppYed with an alarm. • Variable level conird switches are available for controiing single phase systems. • t>aubie pi~ytlack variable level float switches are available for variable level bng arM short cycle trontrds. • Sealed f]wik-f3oK availat>fe for ou~oot installations. See FM1420. • Ova 130°F. {54°G) special quotation required. 1S?liS3 Sades J1SL153, MOOEIS --_-_ bW~eNOn~ ModeITVoNa-Ph Mods __Ampa Slnrplac~ Oupluc_ .; _N152--E,.1151 ; Aron _ 8.5 1 _, _ 2 ar 3 .. _ BN152~ 115 1 Auto 8.6 Arcluded__ 2or3 E152 '239 1 Non 4.3 ~ 2or3 __ __ -_ 1 BE152-, 23D t _ i _.Auto 4.3 Indud~J _ 2or 3 N153~i15 1 Non 10.5 1 _ 2 or 3_ r O [.oektNae.KV 10256-0347 SIflP i% 9649 Cara Run AfanAaWxersor.. I.aursv(Ae. Kr lazrr-±s6f ,~luirrPut~ S~ /9 ~~ rsoz177&2731 ~ 1 teool s2 UMP it . Mtp:/leww.aoafrr.c~om P !O. FAX (502) 774-~21 switch. RB o FM0477. 2. See FMOT12 correct nadeV of Elearical Attetnetor E•Pak. 3. Variable level trot switch 10-0225 used as a coolyd activator, specify duplaz (3) or (4) float a ern. RESERVE POWERED DESI N For unusual conditions a reserve safety factor is engineered into th design of suety Zoeller pump. ........ AMA. Tt7: P.O. t301C 1834 Q copyriynt 200o zoeller co. au rights • • • Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, State. The contents of the aeptb tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating oondiflon of the septk: tank and outlet filter shalt be assessed at least once every 3 years by inspection. The outlet fitter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should rat be removed unbss provisions are made to retain soils in the tank that may slough off the filter when removed from its enclosure. If the finer is equipped wtth an alarm, the flter shall be serviced if the alarm is activated continuously. Intermittent filter alarms mey indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the lank exceeds 1!3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to lie performed to maintain less than maximum scum and sludge axumulation in the lank. The addition of biological or chemical addttives to enhance septic tank performanu is generally not required. However, H such products are used they shall be approved for septic tank use by the Department of Commerce. s~ Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All swttches, alarms, and pumps stradl be tested to verify proper operation. If an effluent finer is installed within the tank tt shall be inspected and serviced es necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shah be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound Is not recommended since soil conpat~ion may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be tteavAy mu~tted for frost protector. Influent quality into the mound system may not exceed 220 mglL GODS, 150 mgILTSS, and 30 mg/L FOG for septic tank effluent or 30 mglL BODS, 30 mglL TSS, 10 mg/L FOG, and 10~ cfu/100 mL for Mghly treated effluent. Influent flow may not exceed maximum design flow apeeified in the permit for this installation. The pressure distribution system is provided wtth a flushing point at the end of each lateral, and it is reCOmmendcd that each lateral be flushed of accumulated solids at (east once every 1 B months. When a pressure test is peformed tt should be compared to the in(<lal test when the system was installed to determine if orifice clogging has occurred and if orifix cloning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Fording levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring addttional, more frequent monitoring. General This system shall be operated in accordance wtth Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with tts' component manual (SBO-10572-P (R. 6199) or SBD-10690-P (N.11/00)] and local or state rules pertaining to system maiMence and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonrant shall be in accordance with Comm 83.33, Wis. Adm. Cade when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continaency Plan If the septic tank or arty of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it vriA be repaired or replaced In tts' present location by increasing basal area if tce leakage occurs or by removing biokogically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintence of this system should be directed to your designer, installer, service provider, county zoning office or kocal health inspector. See Page 7 for the name and tekiphone number of your local POWTS regulator, Project: GABBERT Page 6 off ~~0~~-3~ Mound Svstem Maintenance and Operation Saecifications Service Provider's Name FEATHERSTONE EXC INC Phone -715-381-1704 POWTS Regulator's Name ~ TODD FEATHERSTONE Phone 715-381-1704 stem Flow and Load Parameters Design Flow- Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL service Freauer~cv Septic and Pump Tank Effluent Filler Pump and Controls Alarm Pressure System Mound Other Ins ect and/or service once eve 3 ears Should ins a once a ear and Gean once eve 3 ears Test once eve 3 ears Should test monthl Laterals flushed and sure tested once eve 1.5 ears In ct once eve 3 ears Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted or perforated and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion. Lateral Turn-up Detail Finished •..~~.....•... ............... Grade ~ ...... Project: CaABBERT Page 7 of ~ ~ -scons~n Department of Commerce Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TDD #: (608) 264-8777 www. commerce.state.wi. usJSb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary June 27, 2002 CUST ID No.242514 TODD C FEATHERSTONE FEATHERSTONE EXCAVATING [NC 368 TOWER RD HUDSON WI 54016 C~N1tITI~NAL A~~R~VAL PLAN APPROVAL EXPIRES: 06/27/2004 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SP[A 1101 CARMICHAEL RD HUDSON WI 540!6 r Identification Numbers SITE: Ed Gabbert 13 Ct Town of Glenwood St Croix County SE 1 /4, SE 114, 524, T30N, R 15 W FOR: 3 Description: Mound System For Ed Gabbert Object Type: POWT System Regulated Object .. 089 Transaction ID No. 761975 Site ID No. 646472 Please refer to both identification numbers, above, in all correspondence with the agency. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: Comm 83.43(8)(1) Provide and maintain a minimum 5' setback from the property line to the POWTS treatment component per Table 83.43-I. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construct ion/installation/operation. in granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state slats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. 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. TODD C PEATHERSTONf Sincerely,. ~~ Steven P Dobratz Section Chief ,Integrated Services (715)524-6853 , M-F 7:45 A.m - 4:30 p.m. sdobratz@commerce.state.w i. us Page 2 6/27/02 Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky ,Wastewater Specialist, (715) 726-2544 Ed Gabbert ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer ~~ ~ a ~~~2 ~ Mailing Address ~~ 7 +~ l~v 2 l~~- Div ~ Sf f7 ~~ ~ ~ ~-, t~U ~j ~' Property Addr ~~t~~ ~ ~ ~~ ,/'~(~~'~ ,- ,~.ti~-~p~ (fir ( era icatioa rwuited from Plannw¢ ens for new coaseructi ) c~t~ ~ ~,/ CitylState ~ ~arcel Identification Number ~J / to -' /~ ~., ~ J` ~ !~ - l0 0 r LEGAL DESCRIPTION ~ f Property Location .S~ '/., , .' '/,, Scc.~ _ T~N R ~ J W, Town of ~~ ~ ~~ `~ J Subdivision ~ .Lot # Certified Sarvey Map # _ .Volume ~ S .Page # ~ ~ Warranty Dced # _~ C ~ 7 Y `1 .Volume ~~3 .Page # S' ~ `~' Spec horse D yes O no Lot Lines ideatiSiable ~ yes ~ no SYSTEM 11ZAINTENANCE Imprapex use and maiatena~aoeof yomseptic system could nwlt is its pranadw+e.far'hme to handle wastes. Piaperm~oaanoc consists of pumping oat the septic taalc every thrx years ~ sooaey if nodded by a lieeased pampex. What you put into the system can affect the fim~ of the septic teak ss a tc~eatimeni stage is the waste disposal sysoau. The pmpaty owaex agroes to submh to St. Qronc Zoning Department i eati5~ti~on fora, signed 6y the owner and by : PI~.IP ndphwnberor a liceasedp~m~pervetzfying that (1) the oa~ite wastewatecdisposal system is in proper operating conditionand/or (2) aftaoa and pnmpiag (if naxssa~ry~ the septic taalc is leas than V3 ~fatl of sludge- Uvwe, the tmdersignod have read the above ~ and agroe to maiNaia the private sewage disposal system with the standards sd forth, herein, as set by the Department of C~mcroe wad the Department of Natacal R,esourees; State of Wisconsin. I:eatification stating fat yoar septic system has been maintainod mast be oomplctod and redwood to the St. Ckoix Camty Zoning Office within 30 days o thegt~hree year expintioa date. ' 1 v'- J C,~~,~ f L~~ B iZ SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all its oa this form are flue to the best of my (our) kno~vlodge. I (we) am (are) the owners) of the property descrr'bod above. by virtue of a warranty decd recorded in ~Legister of Dads Office. SIGNATURE OF APPLICANT DATE ssssss My iafotmation that is mis-npresartodmay result is the sanitary pearls being revoked by the Zoning Department. sss.s. sa Include with this application: a stamped warrarm- deed from the Register of Docds office a copy of the certified survey map if reference is made in the warranty deed STATE EAR OF WISCONSIN FORM 1 - 1998 WA1~,R~~VT? DEED Document Number ~~~• ']] ~( ))JJ PAGE 504 This Deed, made between THOMAS M- AND LAi1RIE J. TONE Grantor, and ELWARD R. AND MARY E. GABBERT JOINT TENANTS ', - Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in ST. CROI% County, State of Wisconsin (the "Property"): ' LOCATED IN PART OF THE SE 1/4 OF THE SE 1/4 OF SECTION 29, T 30 N, R15W, TOWN OF GLENWOOD, ST. CROI% COUNTY, WISCONSIN. LOT 1 VOL. 15, PAGE 4177 of C.S.M. ~y,-~ 3~0 Together with all appurtenant rights, title and interests. 6,6~Es749 NATHI_EEhI H. WAL5H FEGTS~fER C1F DEEDS 5T. f~!"~{QIx CQ. , WI RECEIVED FDR RECORD 12-;'8-001 10:00 AI9 IJARRANTY DEED EXEC9F'T ;i CERT CDF'Y FEE: COPY FEE: TRANSFER FEE: 5.14 RECORDING FEE: 11.00 PAGES: 1 Recording Area Name and Return Address J1 ~ IDWARD R. GABBERT ~` - ~ , 167 E. HURLEY WEST ST. PAUL, MN 55118 016-1063-30 "' ~ ~ Parcel Identification Number (PIN) This homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except ~~ /~ Dated this ~ day of LJ GCeN~~G~ ~~~ v~~ (SEAL) C~(,~,...-t~.~Cy~l+~_ (SEAL) * _ THOMAS M/.1 TO~N/~E - r~G~LC~ C~-.~t.~. (SEAL) * LAIIRI_ E .1. BONE AUTHENTICATION Signature(sj * 1' -~ (SEAL) * ACKNOW ~'~ State of Wiscons ~ n . 'rC authenticated this day of * TITLE: MEMBER STATE BAR OF WISCONSIN (If not, Personally came before ~~ 4~ ~3~A P~ ~2 - ~ - s . ~~.~ day of named to ~, ~ `~ ~ o~" / ~hJ l~~y/ 7 ~ O O 0 O N 0 N m_ Z m ~~ mA ~ ~n a II ~~ 0 1~ 0 lu+l~ ~~ o ~~I Z ;P ~~'~O ~Z o d ~~ ~ ~ ro ~ ~~~~ 0 ' '~ ~~~ O i° ~~ ~c~o ~~ ~~ +) ro ~ ' d ' ~ ~(~ ' V~ 'W I ,0 /./~~ W ,~ ~ _ I ,~ ""Iz ~ ~ ~ ~~ I ~ "~ m f v r z m 0 .#. Q $ ~ ~ g z +n Z D ~{ z m n ~ ~ m ~~ m A ~ Z I ,I 'c~ ,m nm ~Q gz c~ ~ O ^ • f s `~ ~ X A, A mZ ~~ z~ o ~~ ~~ r A o m z Z ~ v v NJ_M__pL~_~`?_t__G© I~[i_rJ_ D NOO°00'00"E 450.02' 417.02' N N ~ rn ca o ~ ~ m - ~~ ~Z - m SOO°00'00"W 458.35' M[vJpdQ_~_t__C~D ~Gr_JD OM9(~L~D _ o ~'l_PC~G14~'G_l~_~_ yy/ ~. v ~y / ~ Es5731 S IREGTSTEk 01= DEEDS ~y~~J~~ r'. ctiozx ca. wz kECEIUE- FOk kECdRD G9-24-2401 iP:45 PM COPY FEE: 3.00 kECl3k-ING FEE: 13.00 PAGES: 2 ST. CROIX COiiNTY Planninn Zoninn and F'~~rks Cc.~'~r^i'1^~ SEP 2 4 200 ff nat recorded w~ii~in 3(> days of approval date ap{~ro:~al shalt be null and void O .ii ,- f- ~Ws ~?a Z~~ _N t>n Z~2Z 'i ,0 ~~ ~_ Z O O ~ mN~ ~m~ 0 N~~ -~ m C n~ ~m O~ R03 o ~, ~~~ `zi'p O ~Za "f~ 'O ~ A ~ i '~ ~~° i i r ' J ~~ ~ ~ i ~I1~ ~ ~ oo ~ ' '~ ~ 'gull m ~~7 ;E7 :N ;~ O ' v ~~ ;~ O ~ i '~ '~ i i i~ inn ' inn ,o '~ I l BEARINGS ARE REFERENCED TO THE SOUTFt UNr rJF TF'E SE ~/4 OF SECTION 29, ASSUMED TO BEAR N90°00'00'W. _ -n -v ao a~ z m m ~SO~Oo Owy~~ _.,, ~ z m -I jm~~='Zn O ~~~ zZ N V '~ '"` ~Q?O_ .~ A ~„ N ~o,o~ ~~ C D ~ W ~ Z ~_~~ r"m m ~~_ ~ ~.: Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT Page ~ of 3 ... Ql...~.V.Vd..VC W.i~i ..,.Vllllll 0.., vVIJ. FI.JI{.. VVY6 County c~ /1~ ~:~ Attach complete site plan on paper not less than S 112 x 11 inches in size. Plan must ~ J V ~T~[ include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.Q, ~ 0/~p "'f'~ ~ 34 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. I t- ~. Please print all informafion. R d by Date Personal information you provide may 5e used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). fr ~~,. 1(e f7 Property Owner ~2 ~~ ~-~- Property Location Govt. Lot J~ 114 -- 1/4 S T G N R S~ E (or~ Property Ow er's MaiNng Address ~ Lot ~ 81ock # Subd. Name o C M u 3 City State Zip Coe Phone Number " ~ ~ ^ City ^ Village Towy~ / (~ Nearest Road S iJ--l~1 SS ~ ~s/) .cam e ~waaz~ New Construction Use Residential /Number of bedrooms Code derived design flow r e ~. 1~ GPD ~ ~/ [] Replacement ^ Public o mmercial -Describe: Parent material 9~~,,~ ~~~ Flood Plain elevation if appli IZIe W~ ~: ft. General comments n ~ Q / ~ ' n/ ~ ~/ ~~.~ and recommendations: ~pc~ n~ t,r.7 I '~ (' ~ ~ ~cc~ ~ ~ ~~ - /~ _? ST •`~, t l l Boring # ~ Boring ~~ S~ _ \`. ~ I j (~ pit t~rouna surface elev. ~ ~ s i n. ueprn ro umning racror f~_ m. Soil Ap lication Rate Horizon Depth Dominant Color Redax Description Texture Structure Consistence Boundary Roots GPDlft~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#2 2 ~ q ~ W -~' ~ ~ Cz~ ~ ~ 3 5 --ryl- rr ' ~~~ ~~~ , 3 .~~ ® Boring # ~ Boring ' ~ CJ ~! Pit Ground surface ele ~~ ft. Depth to limiting factor O in• Soil Appligtion Rate Horizon th De Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' p in, Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •E 'Eff#2 .~ z ~ s~z ~N~- ~ ,-- ~ cs . ~.- ~' _~~ _~ -rc~ a ~n ....,~t " Effluent #1 = BODa > 30 <'lZU mglL ono i 5J Hsu ~ ~ ou myr~. ~„~uc~ ~. n~ - .......5 _ ..~ ~..~. _ ~..- • -- . -- -- ~ - CST Name (Please Print) ~ Sig re G%~~~S Numb_er LLCL N i Address Date Evaluation Conducted Telephone Number lay ~r ~ ~ .~z %~s~ ~ -.z~ o~ ~~ =a 6- ~~r~ ~ SE3[)-8336 (KOli00) Property Owner Parcel ID # Page 'L of ^ Boring ~ 3 Boring # 7 ® Pit Ground surface elev. ft. Depth to limiting factor _~ in. Soil Application Rate Horizon Depth Dominant Golor Redox Description Texture Structure Consistence Boundary Roots GPDIftZ in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. " 'Eff#2 -~3 U ~~- ~ C'~ ~ .. G13 ~~ s /,~ r ~ F ^ Boring # ^ Boring ^ pit Ground surtace elev. it. Depth to limiting factor in. Soil Application Rate Hor+zon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft~ In. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ^ Boring # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Sotl Application Rate tiorizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fN in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eft#1 'Eff#2 'Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < '! 50 mg/L * Effluent #2 =BODE < 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. s[3D•s330 (R.07/0U) Y' Soil Test Plot Plan Project Name Ed Gabbert Sha Address 167 E. Husky N. St. Paul Mn 55118 TM #226900 Lot Subdivision ------- Date 7/28/01 SE ~/4 SE 1/4S 29 T 30 N/R15 W Township Glenwood Boring ~ Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 2" Pipe System Elevation mound *HRpSame as Benchmark Alt. BM Top of Lath Qa 100.8' 130th Ave 4. M F J~" b~-~ MOUND AND PRESSURE DISTRIBUTION C0IAPONENT DESIGN Residential Applicatkm INDEX AND TITLE PAGE Project Name: GABBERT Owner's Name: ED GABBERT Owners Address: 187 E HUSKY N. ST PAUL MN. Legal DescripRion: SE1/4 SE1/4 S29 T30N R75W ~j Township: GLENWOOD ~' C" ~- ..+" ~~ / ~~ '~' x~ ~ S 'J ~ ,,,/ ~~ ' ,(,~'~` County: ST CROIX _ _ /~f ~, ~/`~ ll.~ ~j ~' /~, Subdivision Name: C s~ ~x - i1' N,~ (Y ber 1 Block Number. _,~Q(1~ PG 3!/ C ~`f Lot Num Parcel LD. Number: 018-1083-30 - °":~~_.`~ Pian Transaction No.: ~~1~5 ~ 1* Page 1 Index and title Cond~ona y O Page 2 Data entry ~ vE Page 3 Page 4 Mound drawings Lateral and dose tank ~~~ ~pE1~ ~„~y~tA~ p~~t't "~'"' Page 5 Pump specifications ~ ~~~~PP ~ pF iAF ~ Page 8 Management plan page 7 System and maintenance spedficat ~ENt 1~ -- '>' ~''`10~~5 Designer: TODD FEATHERSTONE License Number: 242514 Date: 06/11/02 Phone Number. 715-381-1704 Signature: ~~ 6 Page 1 of ..-- Version 2.82 (1015100} ~B/27/02 ' TlILT i5: 24 FAX 715 524 3633 • r i~r Department of Commerce ratne 27, 1002 OUST !1~ ivo_24:L514 TODD C P'FATT~-IE~RSTONE PEATTiE}:tST'C7NE E7:CAVATING ]?IC 368 TOt~'ER I~ I-II1DSl")I~ WT 14016 CUNTjI`TIUNAL Ai'PRUVAL SAFETY & BLTILDINGS ~ 002 ~. Safety and Buildings 1340 E GREEN BAY 5T 5TE 300 ~• SNAWANO WI 54166 TAD #~ (608) 2648777 www. commerce,5tate.wi, uslsk? ~ www.wisoonsin.gov i ~ Scott McCa[Ium, t3overnor ~. Phlllp Edw. Albeet, Secretary I~ i r i,: ~: ATTN.• POWTS b?spector ZONING 01'~~1CL S i CROiX f3UNTY Sl'IA 1101 CARMICHAEL RI) HIJI7SON W~ 5401 G ~: >~~Alv A>~~>~a~vA.i ~'ti1.'l[121~5: asrz7~2ao4 STTE: Ed L;abbert 13 CI:; To:~+'ru ~ji`Glt nwood SE1/4., SEl!4, 524, T30N, R1SW F'OR: L~esctTptio-?; Ivlo:t??.d System F'o~'Fid Gabbert Abject Type: NOWT System Regulated Abject ~ No.: $57089 ,' ;,,'.,., ai{~Slt~~foZ11~1~~.u'IS Trariy4 actign ~ No. 7GI)75 Site II D No. G4G472 ! ~'Tyr'~ elE~~'el^'tabnt'ht~inl.tFt~ati~~tt?~1t5, • _ a~iCrl~ s+]IS'~II GP.Cr~ nFi~.ttp1~ ~att~i tl~e a ~ .. T1e .s~,~brruttal descrried shove has been ?-eviewed for conformance with applical artd Wi.sccinsira 5tatartes. The su.~n,ittaI lass been CONUITIONAI,LY APPROV: chapter I117.41.(.t0?, ~ViscotasiTt Stahttes, is respaaasible for compliaance with all a The fallovting co,~idiiions shall be met Burin; constrnctiat- or installation and pal e Cormo 83.43{B)(i) Previde and maintain a minimum 5' setback froth the p; carnlstanent~~:r Tal;~le i;3.43~I. A copy oftl:e `clpp?'OY~:~i plans, specificatiorL~ sad this litter shall be on-site Burin iatspection'iby authorised representatives of the 1.7eparnnent, which may incude ] regitsed by the state or the local municipality shall be obtained prior to comnien cons~tctic~nlinstallatioi~Joperatian: let gruttitt~ this apprnval the Division of Safety ~c Buildings rc;serves the ribht to conditiora:!ariseshaking tlserrs necessary for code complianc;c_ Asper state sta#s ] shall relle~e the designer of the responsibility for designing a safe building, stru< ingstiries C~ncernirtg dais corresponCience may be made to the at the telephone nt on Ehi5 l;rtterla~:ac3., The :ri>ove'•leit ad~3ressee shall provide a coGy of this litter to the owner and any itast~alatiori, operttort or mairttcrEtncc c;r the Pf3WTS. Ic Wisconsin Adtnusistntive Codes ,D. The owner, as defined in de requirements. to occupancy or usc: sins to th.e POWTS veaunent construction and open to :al inspectors. All permits :meat of squire changes or additions should 1.12(7.), noshing in this review ire, or component. -ber listed below, or at the address who are responsible for the a ~ ~ 9B/27/02~ THLT 15:25 FAX 715 524 3633 SAFETY & BUILDINGS TOnD C FEATf3ERST03~ Sin~E:re?y;'; F ~, 51Cven P 17oUrat Section Chief, Zr~tegrated Serrices ~' (715)524-6853 , M-F 7:45 A.ixt - 4:30 p.m. sdgbrab~cornnae: ce. state. w i. us cc: Leroy G Jsnsicy , ~lastewater Specialist, (715) 726-2544 Ed GsThbert Paa Z b/27/02 Required $ 175.00 Received $ 175.00 wce Due $ 0.00 ~ 003 ,. ., S ~~ ~~~ ~~~ 0b/24/Ol THD 11:20 FA1< 808 261 8899 a ~ SA1~F.L~~1.DS ~-~ -(~~~ 1001 APPLICATION FOR REVIEW P~w"r't,' erP.rs.se.ro~,nrss -Complete atll pttges- $atsty de tluiidlrtptt Dhrlslon ( ) Chaok N Conllrntstlon k oMkrd: () !axed. () mailed BufMU of Itt/aprstad SaMCea 8swtel oounUSS haw bean dabeibd certain authority eo review Plena In pw of Coteurrareea. t*or a oterrnrn pat Ot itrfae eouMiss and tttelr debpsaort cheek our vrstrslts st help:Nrrvrw.osrtutww.eteRa.M.uaJae/9e NOTE: Pereonal intormation you provide may be used for secondary COrttllrrrtetitM Of asslpnrtterit to a reviett-er. purpoeea lPrlvacy law a. 1ti.04{t)(m), Sbls.} Tranaaotken 10: Systemirrttr~ieraaa {~Lhrn{tfai 2. Type of Subrnlttal: f~9 New Pteviotrs Rebisd Tram. ID: - { )Bon t3awratlon ( ) Revision Eatlrnatad compkreon DelOrx Uetsrrrtlnatl0n Repot ( y _ Aaalgrfad Ravlsvrer: t)etarminstkm ( ) Petttlon (attach torn SBD-88ti0) Aaat(ined olTloe: - UO POVIITS man { ) E><pertrnent. approvalY ( ) At Grade ( ) Holding Tank { y Compwtent>vlanual pnduda each carol. your gtoloa of o/tkrea t-Maw: ( ) Nort;xeasurtead In- component manual name, r« and date an 1RIe pegs Of plan) Naxt atralisbls sppoMtrnsnt M ~! oHlDe. Z. 4rurt ~f. 8. ttsyrraed, OrOtartd ( ) Prequrized kr ( ) indivklual site Oeelgn 4. ta~Crossa, a. IAa4toA !. Bhswato. 7. Wauiaahs Around (~ Mound a Prolact into»nation - FUI In dl known t±riormetttort. ~~ ( ) Aaroblc Treatment Unit projaeVBip- Name 4 f~ --- (9 Gt ( )sand Rlter ~~~ Number • Street of protect (K un1°~"~y try¢cabd naarat road) ~ 3 0' 7' f 3G' A[ Q !J'w r ' -reciroufatfng S~ t.apal ossatptto :_ ~ , ~ - 9' ~ f" ( ) Corvshuetsd Wotlend ~ Oou S C V9 Town ~ ( ) ~P ~ ( ) atlter: {, Alter plans are trtviaared, M: ;cheek aU that eppl~ 9uttdinp Type (check orNj: l.aR cuetama~2 9.4 (Grcle nttmtx~` 'Retere to txntamer number from below (~ prraNing, 1 or 2 }arnl1Y ( } Pu01k,M.ornmercial _._,. _ ReVuwt~ arty w11 pick up , 8u9dinp ._._ Msp plans to astome(~2, 3, 4 (circle numba~' ( ) state•cwned 9uudir~ t~alllOns per Day ys 6. CO the lbllowl-yl daatprrerlorwtaA^equesUrrp intomtMlon. Uptlaa tf» cheek boxes when deslprrar, owner or esquasprtp parry b the NtrM to n krtormetten ..t tatstaenitrl .. .. .. . ntifren Su m.r ::...,:,,... :. ~• ' lrs¢1}iratte /a Lest Name Customer Numt-ar Flna Nine last Nsme Cttstomt-r Number J O'`~ / ~~, ~~ ~ ~ ompany Name 1°C Addrose ~ `, Address Cpy Slate (tidiplts) p+4 (6di{pts) ~Y ~l t;~~ `~GC,6 . Ptrorts NunrttK (area code) Fax or Intertfst cell phorw Phone Number (area cods) Fact or Irgemet l,f-' - 4 Check othea k applmtds fY~eck othsn M appl[cable ~ Orrsrsr ~nK .. .; .. Cutltselar .. t ,. , Fled t~stomsrZumbar la;t Rrst Nems last Name (~atomorNtmb~ ~~ e~ camp.ny Name ~P~Y s Addr9sy, Addraee ~ ~ ~ ~~ b6 State ZtP+4 (9Qi0-b) State Zipt~ (6dIDi1c) ~Y ho s Number (aaa cods) Fax or irttemet Phone Number (area Dods) Fax or Iraemel T - 7/ - ! G7 Gtsecit othsp M appNepibls Chaak otlwra Y appikabla ( payer { }Payer { } Olhsr ~~ i ~? MAKE CtECKe PAVAet.E TO t~PT DP COMMEftGii 7tYTAl AYDUNr DUE 's ° .......:.. w.::........ .~ ~ '' ~ ms ~ . . SBri-105'17 (R 1101) TH1S FORM IS VA[1D OAtLY PROM O1K1112001 TO 01/01/2002 1 08/24/01 THU 11:21 FAX 808 281 8899 SAFTEY & $I.DS X002 6. Pima Rsvlew Fees for Pvhra>bs Onsite Wastewater Treatment Systems Type of Praed (CIRCLE TNB APPROPAlATE FEE BELOW) FES t. All tnratrrrent eonrpottergs ors pravlouNy approved under e. Comm 84.10 (2) or (3): oseigrt wastawaMr now of the proposed synam: 1.000 gpd or teas ................................................................................. si ra.oo 1,001- 2,000 gpd ........................................................................................4228.00 2,001 -b,000 fpd .......................................................................................5275.00 greater tlun b,000 gpd .................................................................................59.00 plus SD.06 for each gsllon aver 6000 ~ 2. Ores ar more treatrnont oomponants are not pnvbusty approved under s. Comm 84.70 (2) or (3): (k~dlvldual efts dssigNdevMBon from component menuab and uae of aomponaMs vrMhout product approval): t111s1(p1 wastewater bw of the proposed ayetem: 1.000 9pd or tabs .........................................:..............................................$300.00 1,001 -2,000 gpd ........................................................................................x408.00 2.OOt - 5,000 gpd .............................................. .........................................f)500.OD greater then b,000 gpd......_. ...........................................................................5600.00 plus SO.Ob tar each gaNOn over 6000 gpd HOLDWO TANK.! QNLY 3. Folding tanks prevbuttly approved under s. Comm 84. t0 (2) (S Design wastewater flow d the proposed ayaWm: 5,0001>Pd a Ioes .........................................................................................580.00 soot -,0.000 gpd ......................................................................................stoD.oo greeter t1,an 7ouoogpd .........................................................................._.....s7eo.aD A. Noldktg tanks NOT preyipusly apprarad under e. Cortwn 84.10 (P) of (9} and ells constructed tanks pedpn wastswatsr ikrw of the proposed system: 5,000 gpd a lese .........................................................................................5120.00 S.OOt -10,000 gpd .......................................................................................5200.00 greeker ltter+ 10.000 gpd ...............................................................................5300.00 Exparknarnd Syatsn+ (addltlonal one rims fw) ...................................................................S900A0 Rwlskxm to Approved Plen ..................................................................... S60 00 Fetitlon for Variarme (frbpide roirrt S8D.9890j .. ..........................................................5225.00 .. e_~_~ _ _....~.... ~. _ • nix..., w vd..,.y - - -------.....f75.00 c~srerrnmeuan rsepwc ................................................................................. .-- gubtatrl .................................. Pdorlty Rwkw: Enbr same amount N wtrtotel .................................... Prior approval from s sectlon chief !s requfnd for a prbritr revtetir. B approvst b pratttsd, the priority vrlll be revlserW vdtittn ti rsaya of reaolpR Enter TOTAL (rounded to the rreareat defier) hero ;~ ` ~C~' and an botEoln at FRONT PAGE Note: Fees are pursuant to Ch. Comm 2 and era subject b dtanye anrtuapy; pteaae contact any of the of}bes tiered below brthe most recent copy of this brm. Comm 2 provldea for a penis! fee refund if a plan Ba9ton has not been taken within the 15 days of receipt of alt raquin9d Inbnnatlon. 7. Appointment, sehadultng Mormatlon, and fan 8ubntittd CheckBab. PCWiS schedulhg N not avdabla. Plans ww be esslgned b a revtawr after reoegx of plane. B you wlah b receive croniirmation of 6w assipnsd revlewer,and eetinated oontpietbn date please chadr Ste best h firs upper right comer of the front page. Abo note h t7ua same kreatbn that you can dNignate a bpeceic oaks for review. H you asiact a apedfle aMca your setBrrated oompstron date may b• considerebly 9reaUr than whet vroukl De possible M arw8+er oNice. Sututtntab received winrout a speoao office kullcatad on ttre form may be aaai~ed to oHkxja ether thHn the raoslNng a(bs depending on reviewer avalabl8ty. To obtain a sutxr7RW ctlsrAdat CON the rrtaterlel ardor unk st 606-266181 8 or one of tho fug serviw o8loes Ilatad blow. You may ernali taohnlgl code gtwstlana N waw~nmw W.~ Madleort sisD w•w...,.rr Hayward Saab Let~oesesisD. 'hawano Seep t3rwn say east) tNaufwha! 201 w Waahtngta7 Ave 53703 10541 N Ranch Rd Hayvward W I b4849 4003 N tCtvtey Cou1M Rd t34o E Queen Bay Shawano VYt 84788 2331 Ben LuM Piaos Qtresn Bay,1M 54304 401 Plot Cotxt Waukeehs v~rl 53786 PO Box7t82 eAlbdhor- Vh b3707 7t82 715.634-4870 LeCrosee w1548oi- 1891 71b-624-9828 920-4Q2-6801 7A2~46.880'7 808-286-9t51 Fax: 808-287.9686 Fax: 7t8-834-81b8 Emalt haywsrdsoh0 608.785-9934 Fete 715.57A-3833 EmaN: shswanoeoh0 FAX: 820-492-8804 Emne: greentvsyaohe i=a~c 262.64&8814 6nad: waukeshssch• TDD608-284-5'177 corrtmerce.state.wi.ua Fax: 808.7859390 oornntarce.atatewiue oommsn;a.stats.wi.us oorrrnsros.ehAS.wt.us F_ms!!: rnedieonech® F1naY: laaoasasdte oommsiee.state.wt.ua .wl. z MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Owner's Name: Owner's Address: GABBERT ED GABBERT 167 E HUSKY, N. ST PAUL , MN. Legal Description: SE1/4 SE1/4 S29 T30N R15W Township: GLENWOOD County: ST CROIX Subdivision Name: Lot Number: 1 Parcel I.D. Number: 016-1063-30 Plan Transaction No.: C.f~ l~ Block Number: (/'o/ !~ P~ 3//~ Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 Pump specifications Page 6 Management plan Page 7 System and maintenance specifications ~as~~ ~~~~- Pla-. P~~ q ~- g a-G to... L ~r~ Designer: TODD FEATHERSTONE License Number: Date: 06/11/02 Phone Number: Signature: - Version 2.82 (10/5/00) 242514 715-381-1704 Page 1 of Lateral Layout Diagram Farce main connection via tee or cross to manifold at any paint. I P •= Turn-up aringll calve or IE X~IErrF2 I ^l2il oleenoutplug Holes drilled an the bottom of the lateral. s Number of Laterals 4 Lateral Diameter 1.25 in Lateral Length (P) 36.80 ft Lateral Spacing (S) 3.00 ft Lateral Flow Rate 4.94 gpm System Flow Rate 19.77 gpm Total Dynamic Head 31.96 ft Dose Tank Information Electrical as per NEC 300 and -~ Comm 16.28 WAC ~ Disconnect Orifice Diameter Orifice Spacing (~ Orifices per Lateral Orifice Density Manifold Length Manifold Diameter Forcemain Velocity Laterals are identical Laterals Ft farce main of F°VC Sch 4D per COMM Ta61e 84.3U-5 Tank component is properly vented WLP1000-MR Capacity 1000.00 Volume 27.83 Manufacturer Gallons gal/inch rt A B C D Dimension Inches Gallons A 15.08 419.54 B 2.00 55.66 C 2.86 79.52 D 16.00 445.28 Total 35.93 1000.00 0.1251in 3.201ft 12 9.38 ft2/orifice 3.00 ft 2.001 in 2.021 ft/sec Locking cover with warning label and locking device and sealed watertight 4 in. min. E-- Alternate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device Pum off elevation (ft) 75.33 Do~elevation (ft) 74.00 Alarm Manuafacturer LEVEL ALARM Alarm Model Number DLV Pump Manufacturer ZOELLER Pump Model Number BN153 Pump Must Deliver 19.77 gpm at 31.96 ft TDH Project: GABBERT Page 4 of NEAR CAPACITY CURVE ~^ MODEL 15?_~15.~ ~w ~ t~ 50 'F3 12-1 40 152 a ~ ' \ w ,~ ~ 30--x------------- z 8 >- 2c- -------------- Q 4 10- 20 40 fiU $0 100 """~' 0 80 160 240 320 F~04Y PER MINUfE CONSULT FACTORY FOR SPECIAL APPLICATIONS • Timed dosing panels available. • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controlling single phase systems. • Ueuble piggyback variable level Boat switches are available for variable level long and short cycle controls. • Sealed Qwik-Box available for outdoor installations. See FM1420. • Over 130°F. {54°C }special quotation required. f 52!153 Series 157!153 MOOELS _ __ __ Control $electlon~ Model i Volts-Ph Mode __Amps Simplex ~ Duplex N`•52--;__t;__115 1 Ran 8.5 J1 2or3___ ----- - BN152 F 175 1 i Auto _ 8.5 Included_ 2 or 3 Et52 233 1 Non 4,3 1 2or3 BEt52 230 1 Auto 4.3 Included 2or3 t -----------------..... -- - - Nt53 115 1 Non_~0.5 t _^2or3_ 6N153'. 115 1 Auto ' 10.5 i Inducted 2 or 3 1 --- --- Et53 230 1 ~ Non 5.3~ 1 2or3 Bf?53 23<3-, i Auto ~5.3 Inducted i 2or3 d CAUTION All Installation of controls, promotion devices and wiring should be done 6y a qualified licensed Necdtcian. Ail etedricaf and safety codes should be followed including tha most ream National flectric Coda (NEC) and the Occupational Safety and Health Act {OSHA}. I>I ~ rr'~.11i1 ~,; ,,., 49clr~r:, ,;~I. ,.~le', Gal. i Cl~ . - _.. ~ z b" - 2.51 /U ! 26S _ -~.~ J0; F.1 ~ 73;- 5 ' 4.1 157 `~7 j 19 i . 9.' Z,i 8; i3 iii: I:.i -- -- I 77 8'.: _ _-- '• ~ 42 i 1a.~ ---- -~- G 'dolor,: ;~.0 P.. tl",~.5m)~44C FI. ('3-•1:ri). Ota508 } .i .?%~ 8~ ~;, , i - f j --- ~;' - L~.'I~. ~i;1!-~ I ~-~ _~ I ~^ f I' ~~G !~~ ~ _.ef, u -.. - .i F- _ •~r. SELECTION GUIOE 1. Single pggy ck variable level float switch or double piggyback variable level float switch. Refer to Fh90477. 2. See FM0712 r correct madei of Etecvical Alternator E•Pak. 3. Variable level ontrol switch 10-0225 used as a control activator, specify duplex (3) ar (4) float sy em. RESERVE POWERED DESI N For unusual conditions a reserve safety factor is engineered into th design of every Zoeller pump. MAn ro: P.o. sox 1634 Z , l.otuviHe, KY 40256-0347 1,4avulacturer; of.. Q Skip T0: 3649 Cane Run R ~~ ~ ~ f aWSV1Jl@, KY 4(1211-?961 p~~,7-~P~t,PS S~cf I999~ http://www.zoettei.com PUIYJ/~ CO (~~1 7 t=AX(502) 78704-63624 P MP Q Copyright 2000 Zoeller Co. All rights res ed. t2 • ~~ ~J • Mound System Maintenance and Operation Specifications Service Provider's Name FEATHERSTONE EXC INC Phone 715-381-1704 POWTS Regulator's Name TODD FEATHERSTONE Phone 715-381-1704 System Flow and Load Parameters Design Flow -Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 300 gpd Maximum BODS 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Inspect and/or service once eve 3 ears Should inspect once a year and clean once every 3 years Test once eve 3 ears Should test month) Laterals flushed and pressure tested once every 1.5 ears Ins ect once every 3 ears Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted or perforated and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion. Finished ..~~~~,~~~...• Grade \ ~1 ~ 6" Diameter Lawn Sprinkler Valve Box Distribution Lateral ............... Threaded Cleanout Plug or Ball Valve Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: GABBERT Page 7 of Lateral Turn-up Detail ' _ _ - I _ -- -- - _ I - - -- -- - -- ---- I --~ - --- - -- -- --- - -- r t - -~- -- - ~ . r - - ' b ley - 1 `- ~ ~ - _ ,. - - - - - - - - - - - ~ w I_. ~ _ / N __ ~ ( , - _ - _. '~ I W _ f _ ~ ~ _ - ~ 1 ` ___ ~ _ _ - I - I - ~ 1 ~ - ~ - - - ~--, _ f --- _~ -1 _ _ _ -- ~ ~ -_ -- - _ ~ - ( -ij - - - ~ - - - - - - ~ _ __ - - - g - ~ ~ - ~ ~ , 4 _ , ~ - L - _ _ _ T ~ BL SU n i _ - ~ f ~ -- - - - 4 ---1 - ~ - -- I ~ ~ _ - -~ -- - -1 - - ~ ~ ~ _. ~ - - E ~ - - -~ , f - ~ - s ~~ _- } f _ I __ - ~ ~ ~ (( f t ~ _ f ~ t _~ __ --- ~ ~ ~ ~-- - l _ ~ T ~ ~ I - ~ 1f - i ~ __ I ~ - f ~ ~ - _ ~ - - I t ~ ~ ----t E r - t as~ommeroe 5011. EVALUATION REP4R~ Wtetansin Dsptrtmer! Dlvtston Of t3efery ^nC 6utldtnga IH aooordsnCe wltt+ Comm Sti. Wls. /4dm. Cods Gpunry C`~' ~ Atmch oomplsbt bite Also on paper not leas than 8 112 x 11 Indt•s in size. Plan moat c7 indude, but nCt limltad to: Vewcel and hortsontal teferonee point t8M), dlreCtion and Paraei t.D~ peroent slope. scale or diMSpsiona, north >MO1M, and location and distance to nearest rued. Reviewed by p~eo prfnt ell !nlonmsdorr. be used for s~0ondary P~Po~s ~'^"°~ law. s. 15.a< (1) (m)l• Pesone- intem+stion you provide m6y mPo~Y ~~~ rov+rtY ar [/~~, Govt. Lot's" 114 .~ 114 S `r' ~' ~ (~ lot # , # &ubd. Name or Page ~ ^'7--- ~..~.~ T3CJ N R ~~ !~ (o~ Nssroat Road nI~ taPo ~j~yy ~~pn }teeidentlal l Number Of tledr00m9 Code doriwd deetgn flow rate Rupaoernent / Q ubllo merciAl - Describe: 1 f{• Patent material ,_~ L~ -- ~ F(aod Plain elevation N atop--cable General carttfteftte ~ ~,~, f, ~ '~ ~; ~ - and retxrrntrteftdallons: ~Du-~c,c7 t t3ortng # ^ florJnp a ~. Plt Ground surface elev.1~ h. lhpth to ttrttiting factor in• qt Rea nnnal.~~nra ReY~nrtaN ROOta F~orizon Depth Dominaint Color Rsaox ueacnpnvn in. MunesN Du. Sz. Cont. Color ~ ~ ~ 3 ~ a,•W ~ ~- ~---. _ - - 'Ef l~1 Gr. Sz. 3h. .- rf'1- (/ ~ N 119 !/ 1 I,~ . . r lc7C I ~n8 # ~ ~rtrlg / air Ground sufisce ere c~ i ft. Depth t0 limiting factor ~„_ in. SOiI ApDUCiflOlt~RitfRita Horizon Depth In. Dominant Color Muneell ftedox Description Qu. Sz. Cont. Color Texture Structure Gr. Si Sh. Consistenoa Boundary Roob GapD •Efr#•1 /R' 'Etf#2 ./~ 3l~ CS w-- ~ ~ ,~ , y ,r, _ ~. ~~~ ~ ~ ~ ~ ~ _~ w . ow n ~ •an .....n ~nA TCQ t '1n HtA11 C.ST Name (Plea ~ti Addr@SS a 30 c'L2U m9~L ano ~ as ~av ~ ia~ u@y~. _...__._...- __-a. -- - Date Evaluation Conducted Telephone Number ~~ ~ ~- ~ - ~ , .. • Soil Test Plot Plan Project Nerve Ed Gabbert Address 167 E. Husky N. St. Paul Mn 55118 ATM #226900 Lot Subdivision ------- Dade 7~28~~1 S E 1 /4 S E 1 /4S 29 T 30 N/R~ 5 W Township Glenwood Boring Q Weil PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 2" Pipe System Elevation mound *HRpSame as Benchmark Alt. BM Top of Lath @ 100.8' 130th Ave 4 ~'~ ~c