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HomeMy WebLinkAbout018-2007-12-000Wisconsin Department of Commerce ~ PRIVATE SEWAGE SYSTEM Safety and P_uilding Division ~ • INSPECTION REPORT u GENE~:AL INFORMATION (ATTACH TO PERMIT) ,~}'I"o Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township P.C. Collova Builders, Inc. Hammond Townshi CST BM Elev: Insp. BM Elev: BM Description: C~O.O ~ ~D , ~ f CST~3~~ ~ - ~.,,~.~ ; tYer TANK INFORMATION EL ATIO ATA TYPE MANUFACTURER CAPACITY Septic ~ cu.TT r~ 3~ Dosing ~ ~~ ,~ Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic >~ ~~ / ~ t ~e Dosing > ~ / " ~c -.. ~~ Aeration ~- -. Holding PUMP/SIPHON INFORMATION ~g 0•' ~/ Manufacturer Demand ~ ~-~..->~- GP M t Model Number ~N ~ s Z ~ / 2 0, ~ TDH Lift Friction Loss System ead TDH Ft orcemain Length ( Dia „ . Dist. to well Z SOIL ABSORPTION SYSTEM county: St. Croix Sanitary Permit No: 463106 0 tate Plan ID No: Parcel Tax No: Section/Town/Range/Map No: 05.29.17. STATION BS HI FS ELEV. Benchmark D,f¢o 1a.b DU .~ Alt. BM (•9s oS•6r Bldg. Sewer ~• a - ~ iD r I o 2 -~o SUHt Inlet • ~' ~ f50 • SUHt Outlet Dt Inlet Dt Bottom 13 .Iza , 9~ •u~ Header/Man. ~f'~9 r os.8i' Dist. Pipe ~ ,/ ~~ ` ' O5 ~' ] Bot. System ~ ~ 5~~ ~ - ~ Q Sr . I n l 11 final Grade ,` St Cover `' fl 7 Q ~ • ~ O po.• o•~ 'i~. OZ•(o BED/TRENCH Width f Length N^ ifs++r+e~ 0. PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 ! C2~ I-QS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Ma rer. INFORMATION CHAMBER O Typn Of Sys m: , " ~~ C A+D I ~ ( ! ~ r.~-~ UNIT Mo ber. ~ y 1 z ~ ~ DISTRIBUTION SYSTEM ~~ C~ / ,1-,.e a rar+R-ucl -~ F'/L 1 Header/Manifold q n(1, t~ tt Distribution I / Pipe ~s s) x Hole Size ~~ 5 x Hole Spacing p Vent to Air Intake ~~~ Len th lY Dia g .~ Len th S~ 2fk• is S acin ~ /32. .2 ~ ~L1~ P 9 9 SOIL COVER x Pressure Systems Only zx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Ed es g To soil p ~ Yes [_] No [] Yes ~ No ~_ COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: d ~ / Inspp~tion 2: L) Plo-~...~ ~I-4j ((~1 Location: 1150 167th Street Hammond, WI 54015 (NW 1/4 SE 1/4 5 T29N R17W) Farm View Ridge of 2 P9rcel N 05.29.17. 1.) Alt BM Description = S.T. V~A~,~ ~~f• 2.) Bldg sewer length = -.. ~p ` - amount of cover = t.~Z "{-~.rr-w.~-r. ~ ~ ~ ~"~' ~j~,11 l.~-~ 1 `',~Q l4- - (t' cry orc~_~ ~~`'J rd~f ~i'" ' R q .ems. Ct~ `'` N ~ I ~ r- - -I P re Islon e uired? Yes ~ o ~ / oC. t . 2 """RRR"'""" Use other side for additional information. ~ ~ _~' _ __ _ ___ _ _ __~ ~____-_ ~ _ _ __..1 ~a!e ~ ~~ Insepctors Signature Cert. No. SBD-6710 (R.3/97) 1 . -~~ ' Safety and Buildings Division 201 W Washin ton Av P O B 6 County i ` . g e., . . ox 71 2 ~' I '~ ' Madison WI 53707 7162 S a~~ ,~ , - Sanitary Permit Number (to be filled in by Co.) De artment of Commerce 1- L.~ 3 ~ Sanitary Permit pplication State` Plan 1.D. Num ber In accord with Comm 83.21, Wis. Adm ~1~ ~ ~ maybe used for secondar • - L~ ~ ~ / /~~ ) (~ 6 W / Z ~,t~s , s y Purposes vary ,aw l ject teas (f different than 'ling ) ~ L Application Ltfortnation -Please Print All Inf do ~O " ~ ~ ~~ ~ b ~ NING OFFICE Property Owaer';,A[ame~ ^ (, J P~e1 I.ot # Block # L ~ ~ Qw..~ Property Owners Mailing Addttss `~~/ ~~ City, State tip Code Phone Number 'A+ ~'A, Section .....5 - I vrl~'p ~ i~)~ ~ ~ 7Q. T e of BtWd' ~ 3'P mg (check all that apply) °~- ~ar$ ~ N: B or % ~or 2 Family Dwelling - Number of B ~ Subdivi 'on Name CSM N PublidCommecrial - Desaibe Use / ~ /,~sil,/f ~~/ State Owned -Describe Use Ci ty Village owttship of III. Type of Permit: (Check ody one boz online A. Complete Une B if applicable) A' System Replacement System Treatment/Holding Tank Replacement Only Odrcr Modification b Existing System B • Permit Renewal Permit Revision t7range of Permit Transfer to New list Previous Permit Number and Date Issued Before Exp'uation plums ~,~r IV. T of POWTS S stem: Check all Wert a 1 ~ _ D 2 • ~ Non -PrESSUrized ln-Ground ~ Mound Z ?A in. of suitable soil owul < 24 in. of suitable soil At-Grade Single Pass Sattd Filtex Constructed Wetland Pressurized In-Ground Adding Tank Peat Fdter Aerobic Treahneat Unit Recir~atlating Sand F Recirculating Synthetic Media Filter Lt~ching ~ Line vel-I Pi Other (eat ~) ~ • S lam,/, ' V. D tment Area Information: X // 3 Z,,$U Design Plow (gpd) Design Soil Application Ra Dispersal Area Required (sf) .Dispersal Area Proposed (st) System Elevation/ VI. Tank Info Capadty in Total Number Manufacturer Prefab Site Steel Fbex Plastic Gallons Gallons of Units t7onctete Constructed GIa4s New Facisting Teaks Tanks Septic or Holding Teak Aerobic Trcagneat Uait Dosing f~amb«~ VII. Res nsib7ity Statement- >4 the ility for iactallatioa of the POW75 shown on the attached Plumber "(Print) Plumber's S' MP//MsPRS Numller _ Busirx;ss Phone Nu ~% ~ ~ 9 ~~ - ~~ ~,.~ ~ !~ ' Plumber s Address (street. Ci state VIII. Cou /De artment Use Onl Approved m Sanitary Permit Fee utcludes Groundwater Date Issued t Signatu o Stamps) Surcharge Foe) ? e Owner Given Reason for 3 ~ - / 3, r~r n....,t:~:,. ..e~_ ~r..~__ l~~j -- -----------'-rr'~•"~~.............ava a.aoayyavraa 3) ~ tl~-S Su-~+--c.~ u~~. cQr,h SYSTEM OWNER: ~ , ^ n r" 1 Septic tank, effluent filter and r •~-4C K6-M-~ dispersal cell must all be serviced /maintained ~ ct.4oS oY-~-t`ov. o.nRciL , as per management plan provided by plumber. ~~ ~( " ~~ ,d„ s . _, ~ p "~~ ~ • 2. All setback requirements must be maintained ~ n _ ~`I""~e"°"~~ as per applicable code/ordinances. !12.~'- S) St~ ~'7+~L~ S~ , AttacL complete pleas (to the County only) rot the system oa p; no`t~ ppan uc tl i~n sift ~ Cy~ ~ 1~ ~y VJI L1I L //.+ mac. ..v • r ~r ~~ - ---- -- ' ' PLOT PLAN I+RO]~CT P.C. CpNova Bldra. Inc. ADORESt P.O. Box 4N 130men>cet w 54025 NIVN I ~4 $E I iss 5 ~~ 29 NCR 17 W TOWN Hammond COUNTY ST. CROIX SYSTSM E EL VAT[ON 105.0 !~ B<•,DROQM 3 CONVENTIONAL AT-GRADTr CONVENTIONAL, LIft7 HOLbiNG TANK ~~ 1000 gallons LIFT TANK SIZE D06E TANK lRtZE 630 MOUND XXX SEPTIC 'TANK SAZE -! AOI.pING TANK SIZE LOAD RATE 1.0 AeSORP'IlON AREA 450 Ir „f chsmbcrs none ~, RENCiiMARK V.R.P. TOp Oi sW'vey itpn -_ ~,ggUhtg Y;LEVA1'ION I00' Filter Zabel A- lOQ ^ 1110REF10LB Q wRLL • b,it. P. Same as BencFxnaAc 1 Alternate Benchm$rk Top of t/2" Pipe c~ 100.2' _ 101.5' B-1 10 Scale is 1" = 40' UI11C5S Ot~1C1'W1SC noted Tank is to be propery 49is bedded and provided Slope 412' Property ~.ine (not to ac Diversion with kxkdown covers r with approved warring Area 15' below system is to labels remain undisturbed Wetl is to meet all 3'~~ setbacks found in Property Comm. 83 Llna Not to scale 635' Property LI ne System is to be installed according to recommendations found in 6-2 intereptive design repor ~Pefb Line (not to scale) COPS Pro Town Pro 3 Bedroom House 6•d T etiZ=ZZ i0 SO X00 ~~ . ~.. t t:ommerce.wi.gov isconsin Department of Commerce Safety and Buildings Division 10541 North Ranch Rd Hayward WI 54843 www.commerce.state.wi.us /sb Jim Doyle, Governor Cory L. Nettles, Secretary October 12, 2004 OUST ID No. 226900 SHAUN R BIRD BIRD PLUMBING, INC 1008 192 ND AVE NEW RICHMOND WI 54017 ATTN: Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/12/2006 SITE: PC Collova Bldrs Town of Hammond, St Croix County NW 1/4, SE 1/4, S5, T29N, R17W Lot: 12, Farm View Ridge Transaction ID No. 1060012 Site ID No. 689602 Please refer to both identification numbers, above, in all correspondence with. the FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 980823 Object Type: POWTS Component Manual Regulated Object ID No.: 980828 Maintenance required; 450 GPD Flow rate; System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), and Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1) 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 Dept. per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the higest level of soil saturation when redoxiinorphic features are less than 4 inches below the bottom of the A horizon. 2. The estimated highest level of prolonged soil saturation approved under this determination is 8 inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. 3 . The basal soil application rate for the mound shall be 0.20 gpd/sf, and the linear loading rate 4.0 gpd/ft. 4. Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. 6. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 7. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. '~ i SHAUN R BIRD Page 2 10/12/04 8. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. 9. This system is to be constructed and located in accordance with the approved plans and with the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0" SBD-10706- P (N.O1/O1). 10. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. 11. Proper landscaping of the mound and land surface up slope of the mound is critical to proper operation. See the approved plans for details. 12. This approval is based in part on an interpretive determination approved pursuant to s. Comm 85.60(2), Wis. Adm. Code and must be in compliance with the conditions of that document. 13 . This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD-10691-P(N.O1/O1). 14. The pressure network is to be constructed in accordance with publications SBD-10706-P(NO1/O1) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems -Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81)". 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/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, ~' Leroy G. nsky, W ewate ecialist Integrated Services Bureau (715)726-2544 lj ansky@commerce. state. wi. us Fee Required $ 275.00 Fee Received $ 275.00 Balance Due $ 0.00 ~'JiSMART code: x Y1 t < ,I f Shaun Bird Cover Page ~ X 0 60 01 2~` Bird Plumbing Inc. ~.~ L~~LT S. 1008192nd Ave C~sadit~ot~u~ly New Richmond Wi 54017 ~~ ~'~ 715-246-4516 DEPARTMENT OF COMMERCE DIVI ON 4F SAFETY AND BUILDINGS Date: 09/6/04 EEC RESPQ ENC Owner: P.C. Collova Bldrs. Inc. i Location:NW1/4SE1/4 S5 T29 N,R17W Lot Farmview Ridge System type: Mound System A+0 Manuals Used: Mound Component Manual Version 2.0 (01 /31) Pressure Distribution Manual Version 2.0 (01/31) Page# 1. Cover Page 2-8.Interpretive design report 9. Mound Plot Plan 10.. Mound Cross Section 11. Pipe Cross Section/Pipe Layout 12. Pump Chamber Cross Section 13. Pump Curve 14-15. Maintance and Contigency plan 16-18. S Shaun B Signatul License R~cF~VF SFp ~ U ~ SgFE~,& ?044 B~ pG~• DIV, Interpretive Design for Farm View Ridge Location:Si/2 of NE1/4 of S 5 T29N,R 17W of Hammond, St. Croix Co Lot # 12 Owner: P.C. Collova Bldrs. Da#e : 5/7/04 1. History and Site Background A. New Construction B. Land historically has been farmed for >50 years C. Continues to be farmed D. Vegetation is presently absent, previously a corn field, no appearance of wetlands that one can see. Surround acreage is farmed also. Historically, as determined by the soils series book of St. Croix County, the vegetation would be a sugar maple, red oak, and white pine. All trees that -would need soils that weren't completely saturated but did hold moisture for a extended period of time. E. No record of previous ground water monitoring can be found. 2. Local Hydrology A. The tested area is not in a drainage, and the property drains towards the SW toward a existing drainage, that would be considered seasonal B. Subsurface drainage appears to be occurring, due the lack of mottles in the A horizon and the mottles in the subsoil become more prominent at a lower depth. The drainages are very slight, and no dead furrows appear to be present. The soils area highly erodable but little erosion is taking place. Thus the water must be going somewhere.. The conclusion is the water must be going down into the soil and is being absorbed by the B horizon slowly and also, evaporation is taking place due the structure of the A horizon. After extensive rains lasting a period of 2 weeks occurring the first 2 weeks of June 2004, the tested areas had no ponding of water. Currently, some retention ponds have been built and diversions Z•d eTZ:Zi b0 SO ~~0 upslope toward the road are diverting run-off away from the system. The rention ponds are at a lower elevation, approximately 5' tower than the system. C. Up slope areas are similar, but the subdivision will have drainages created and will divert overland flows away from the tested areas. Also, diversions are to be created up slope of the mounds, upon installation, in order to prevent overland flows and possible divert subsurface drainage away from system. 3. Geomorphology A. The A horizon consists of a moderatelweak silt loam with a granular structure, and the slope can range from a 3% slope to a 10% slope. There really is no E horizon, only a B horizon. The subsoil is a silty clay loam or a clay loam with a weak structure and sometimes is platy. The size is a fine to moderate with a sbk shape. B. Soils survey map (see attached} C. The site has a great potential for evaporation due the southern and south western exposures except during the winter months. Also, the site is unshaded provided maximum sun exposure and also the open area will allow a great deal of wind for the evapotranspiration to occur through plants. The owner is to be advised not to plant trees within 15' of the mound. D. Parent materials consist of a loess overlying a glacial till. This is shown through out the parcel with the underlie stone and clay loams with some gravel deposited across the area. Despite the fine soils present, aggregate did manage to come to the surface from frost heaving over time indicating the deeper sub . soil consists of a glacial till. 4. Soil Disturbance and Modification A. The surfaces are plowed. The subsurface shows that poor farming practices occurred when the soils were tilled under wet conditions. Hence the reason for the platy structure in the sub soil. B. There has been a great deal of tilling on the site consistent with g•d eTZ=Zt b0 SO ~~0 ~ ] •. traditional farming practices. 5. Landscape position: The landscape is slightly sloping with a south by southwest slope. The slopes are between 4% and 8% depending on landscape position. The drainages are just at a slightly lower elevation and gradually rise up normal slope of the sight. (see soil test and attached contour map) 6. Soil Series is the Vlasaty Series. These soils are moderately well drained and consist of a subsoil (E horizon} or horizon (2} that is saturated for Fong periods of time during the year. The soils test shows with mottles present in the sicl/cl underlying the sil foams in the A horizon. The series indicates that farming would be delayed in the spring and after heavy rains, but the A horizon has such a good structure for drainage, one could till the soil after ample rain fall if the soils are given 72 hours or more to dry out as witnessed on Oct.1, heavy rains to Oct. 4th 2004. The soils on the 4th, would be considered plowable by Comm. 83 standards. This series consists of weak structured silt foams and that is not the case for what was found in field. The structure of the A horizon was always moderate and in the sub soil was always a weak to a massive structure. The Vlasaty series -says just the opposite that the sub soil is moderate structure. The moderate structure of the A horizon allows for movement of the horizontal and vertical flows, thus the water does not saturate the soil. The A horizon does not affect the level of soil saturation. 7. No government reports have been found nor is any area in a flood plain. The initial soil boring were found. to be inaccurate and will not be used. The sun light conditions did not allow for the viewing of the mottles properly. 8. ConclusionslRecommendation A. After consulting with a soil scientist, it is my conclusion that a above mound system will work on this site. Reasons are as follows: 1. After excessive rains for a period of the first 2 weeks of June 2004, I visited the .site and found the A horizon to retain structure and did not smear or ribbon after a 3 day drying time. The structure in the horizon allowed the surface waters to drain into the soil and not saturate the A horizon: The soil was still very friable and would have allowed a plowing b'd eiZ=ZT b0 SO 1~0 the day after it rained. The B horizon was very damp and ribboned easily, suggestion that. water does pass through the A horizon at a rate feasible for a mound system to work. 2. After digging is lower areas in the property and drainages, not on this lot, the A horizon became darker and small mottles were present indicating that the soil was saturated for a period of time. The tested areas showed no signs of saturation occurring in the A horizon. Additional, testing was done in the southern lot line 200' east of the lot in the undisturbed areas and found to have no mottles for at least 4" indicating that if the soils were not farmed, they would probably not be mottled in first 4 inches of the B horizon and pass for a normal mound system. The profiles are described in the adjoining lots 11 and 10 of this subdivision. 3. The mottles in the B horizon become more prominent and distinct as you go deeper indicating a difference in flows are you go deeper. This was not described on the soil test for the report is being used for this description. This shows that the B horizon does take water but as you go deeper the rate does decrease. 4. The B horizon consists of a Silty Clay loam and Clay loam. These soi! types with weak structures will mottle under many conditions even though ground water may not be present. B. Install a mound system with enough sand fill to make the 36" separation require by Comm. 83. A 2.5' sand lift will be used. Designing system to be as long and narrow as possible to provide a low linear loading rate (.2). The cell should be 4' wide and consist of one cell per mound. The grading around the mound will divert run-off away from system. Also, a diversion will be placed up slope to divert run-off and possible some ground that could be present. The diversion will be placed 5' above the mound and will be 12' wide and 6" deep at the top and end up 2' deep at the ends of the diversion. The slope directions help with this. The slope of the diversion will be <4 to 1 in order allow mowing and maintenance. The tilling of the mound should be done when soils are dry and no possibility of ribboning be present. The tilling should go as deep as possible between 14" - 16" " in order to break up the platy structures if S•d eTZ=zi b0 SO ~~0 present and provide maximum infiltration. Some of the other borings in the subdivision did show a weak platy structure that is commonly found in farmed soils that have some seasonal saturation. The toe of the mound will be 15' or greater to compensate for the slow infiltration rate of the subsoil. The horizontal flows of the waste water will have to travel a greater distance thus allowing more time infiltrate the soil. The basal loading rate will be between a 0.2. The linear loading rate will be 4 gpd/ft . The waste water entering the system should meet the standards found in Comm. 83 for domestic flow and will not allow water softener discharge into system. Vegetation should be planted immediately on the mound after installation to prevent erosion. The system should be dosed from the center of the mound to provided even distribution of effluent. The tested areas must remain undisturbed until installation. 9'd eZZ=ZT 40 SO ~~0 05/14/1995 01:42 715-726-2549 5&B CHIPPEt~fA FALLS PAGE 07 ' i't 37~+'~ yJlool~- • '1QfA'~f$LMJ 'zlrQlr,~.v OiJ'kI 3'Yt1~S ~~ si l'~'N rvl Ott ~ ~, • ~i~\ '~`'~'- ~' •~~ •.t .~,~ ~~ ~ ~ ~. , ~ 1~~~~ __~~ r ~ 7P~'~ ie ~ ~~ ~~~ ' L ._ t 65:SQ0 ~-f. / s- - ~. f' l 11321 J.F. I i n ~~ ~` t.'.b Ad. / ~ ~' ~ / 2.5Q~ Ac. kl .~ „~_ o~ ~ V~ ~ ~ ~ ! /~ ~ ~ r srj~.F l ~ ~ ~~ ,~ ~ { ~ ~ ~ 67 ^~ ,~'~~~~` \' ' 1 ~~ ~~\ I ~ ~iS,~ ~ ~ 79032 s.~: '"~ ~ ' 1 -1'\ • ,. , u • ~~ ~ ~, ~ ew ` ~ ~ '~'---1_ ~ tit 0 ~ s.f,~~~, '~° / / ~.. -~. r ~~ ~'' ~ f ~- -. ~ .~. ~~. ; • >, ~ ~~ i~ ~~ ~ ' i ~ ~ t d1 2a ~F~ ~ .' ~ 73Qf a S.F. ~\ 2 Ae. ~~ S.F 86307 ~.F. y~~+~` 1.57 ~~ Zd Wd£0:~ p'8B2 60 84f 'a'1 ~~ ~ ~j G'd eZZ=Zi b0 SO ~~0 ~ r i;;e L'L'V'+~' N 6Z ' 1 .CI is %' ~~~' ,! " ry;: s ~. t ~'S. •~ ..f } _+ •t /a m ro ~ ~ . ~ . ~ . •, .. _ . . -: , '. ... ~ ~ m `\ U ~ N . Q a ~ ' Z L SYN., .~i: : ,:k,.,~~ si { . .:.. .. . x.~+v' E`C`\ . e•d ~£S isays suio~) ~N a i . . ,•7r~ '~V:'x is iA~:. PLOT PLAN PROJECT P.C. Collova Bldrs. lnc. ADDRESS P.O. Box 489 Somerset Wi 54025 NW I/a SE Ilan 5 /T 29 N/R 17 W TOWN Hammond COUNTY ST.CROIX SYSTEM ELEVATION 105.0' BEDROOM 3 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE i 000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 450 # of chanebers non8 ,, BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Fi~tec Zabel A-100 ^BOREHOLE ~ WELL *g,R,p, Same as Benchmark tOl.S' B-1 Alternate Benchmark Top of 1/2" Pipe @ 100.2' B.M. Scale is 1" = 40' unless otherwise noted Tank is to be properly bedded and provided with lockdown covers with approved warning labels 102.5' 49~ Slope Area 15` below system is to remain undisturbed Well is to meet all 344' setbacks found in g _ 2 Property Comm. 83 Line Not to scale 635' Proper#y Line System is to be installed according to recommendations found in intereptive design report Property Line {not to scale) i 412' Property Line (not to scat pro Town Diversion i Pro 3 Bedroom House 6'd ei+Z =Zi b0 SO ~~0 Page Of Cross Section Of A Mound Using A Trench For The Absorption Area. ~t5~-/y1 L-~~- ;" Topsoil gyred Layer Trench Of '2" - Z~° Hggregatie, D ~ „S Ft. 6" Below Pipe. Covered With ._--- Straw, Marsh Nay Or Synthetic Fabric E a ~~ Ft. F . ~~ Ft. _, _. Plan View Of 'found Using A Trench For The Absorption Area J A I r, . S'Ft. t~ i . ~ ~ Ft. Force Main -~~_ Distribution Pipe ~ Observation Pipe o ` B ~ Trench Of ~" - 2~" Aggregate. ~~ K l..13~ Z ~ I ~, Ft. K ~ Ft. W 3C~, ~Ft. g ~„~ 3 Ft, J . ~ . ~, ~ _ Ft. ~0,~~ 13q,~ License Date: Signed: ~ Number: J Ort G5, 04 12: 30p .~ Page Of Distribution Pipe Qetaii For Txo Lateral Network AGCE55 0oY ~~Tt„laN•tiP~~ ~CLtANOUT} ~Noies ~,oca~Q Qn 8ottoar . Are Equslly Spaced ~ ~---PyC Force Main ~t '~ ~ PVC Distribution Pipe Y ~ X ~~ P P ~ Last Note Should Be Next To ~ ~ J rua~-uP koi ~ k0 ~'~' r~ . . p.l P ~ ~, _ Ft. Hole Diameter ~Inch~ X o2 ~ Inches Lateral piameter ~ inch(es) Y t~ ~ Inches ~ Force Main Diameter _ ~- Inches ,i Of Hvles/Pipe a~ Invert Elevation Of Laterals SOS S Ft. / Signed: License Number: Date: , GAS ,, +Iz P~c~~ 0i 3JVd S~~i,~ t7M3ddIH~ 6itS 6b9z-9ZL-SiL Z~=iO 5661/bt/S0 Oct 0'S, 04 12:31 p p.2 R .. SPLCt 720N A~_~ r..-- pUKP =.~r fo0pf w~Xf1ERp `„ G: vEN7 g;PE 7:z" y~N1. AsovE GatwDE ~ JUNC?ION 84X CONDUIT ~ ~~~ FROK DOOR. wINDO~ 4fi SnilT~l FttE?i= ! za tKTwx--E-- ~~ rE~~~,~.,. ~~°""~ t a~~ ~ ~ • f Y 2s~ ~`•~ ~ 1 ~ INLET GAS' ' IiA'1'ER '!'2GIiT SEALS ~ g~L "~"~ ' 11PPA~ED C - ~ SOIL Pc}MP - oFF £L~ • ..~~-- n 1 err ~~~~~ APPROVED MAI~FHOLE COvEIt tI/ PAD iACR 6 u~IfiiC ti,11fEL ~~ KiH . ~gyira~- +r' --- :1~1~ rilE gpLZO SOit HFADI7~6 UR~~ TI-K r COIiCRETE PI1D 9 r wpPROY LrD t /i 1,~~i 1 SP£CZFICAT20N5 ~{r POSES ~'~ Dl1Y =~~' ~'~ ~~ .~ SEFTiC / DasE Fsv~~cx ___..---~ c~,-L. ?MiK riANJ~wC~VRER= ~~ vawnE zNCUsDs ~,.L. _ ~~ s 7, ~ ,,. TlUIK SIZES: REATxC ~ 6A1•• - j11GME~ s+4+~' `....~---~--~-- noses ~„t,-czrxxs = ~'~ ---~ ,3 D rr-L• w~~c IiAi~iFAGZii~tER_t ~' - O f ~. =~1CHL5 ~.~-- hoacL ,p~esR: ~ r~.~•-~: ~ .6 S'xxcH~s = ~~-~L' w~T asOD~ IlelllSER = ' PER I Lnx wt ` gUlZ'['Cft 'Y"YPE: GPK p~liP E AL.~-R!! VxRZ1iG /LS ~ !`~~ct xZQu'=Ra aZSCyARGE RATE ~ - pZS~isuT"i~ p~. _ ~' / ~C pyKP OFF ANn , VERTICAL DIFFERENC~ppLYEPR~s RE 'FT. ~fRZCTIOts FwcTOR M ACr+~ FT/I00 DYNyr1IC fTEAp _= . f~ HIS- FEET FORCE=N x ' ~ ~ - TdTffJ,,-L ~ . wzaTli~--' n~ c's'z'R ,~-- 7, ~ ~~ r~W K : LEN6TK ~ t,~QUT~ ~~'~'~ LNTSRNA3. DIMENSIOAtS O~ pV~P S IGNLD= :l8~ LICEKS£ lsU~iBFR flA: E' P~# ii 3Jdd S~~dd tJM3ddFH~ 8~S 6trSZ-9LL-SIL ZV~iO S66i/9i/S0 • ,~,~. HEAD CAPACITY CURVE MODEL '.152/153 W~ ~-- 4, . w g ~ 50 153 12 40 152 ~ ~ ' o _ ~• ° , ~, 30 z 8 0 20 0 4 10 D 20 40 60 80 100 GALLONS LITERS O 80 160 240 320 FLOW PER MINUTE 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. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik-Box available foroutdoor intitallations. See FM1420. • Over 130°F. (54°C.) special quotation required. 1521153 Series 1521153 MODELS Control Selection Model Volts•Ph Mode Am_ 1f~S Sim lex Du lex N152 115 1 Non 8.5 1 2 or 3 BN152 115 1 Auto 8.5 Included 2 or 3 E152 230 t Non 4.3 1 2 or 3 BE152 230 1 Auto 4.3 Included 2 or 3 N153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Included 2 or 3 E153 230 1 Non 5.3 1 2 or 3 BE153 230 1 Auto 5.3 Included 2or3 O CAUTION: All inatalladon of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be followed including the most recent Natlonal Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE EFFLUENT AND DEWATERING MODEL 152 153 Feet Meters Gal. Liters Gal. Li:ers 5 1.5 69 261 77 291 I 10 3.i 61 231 70 X65 15 4.6 53 201 61 ?31 20 - 6.1 44 167 52 197 25 7.6 34 129 42 159 30 9.1 23 87 33 122 35 10.7 --- --- 22 3;5 40 12.2 -- -- 11 12 j - Lcck Volve: 38.0 Fi. (11.6m) 4m)I~ 44.0 Ft. (1:~ 3 27/ i ~ ~ tz 1/a I 5 1/ I -L SELECTION GUIDE s2 s2 3 sKZOea 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 2. See FM0712 for correct model of Electrical Alternator E-Pak. 3. Variable level control switch 10-0225 used as a control activator, specify duplex (3) or (4) float system. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of everyZoellerpump. MAIL T0: P.O. BOX 16347 `, ~~ ~ ~""'T ''" ` Louisville, KY 40256-0347 Manufacturersof.. Z ~~' ~ SHIP T0: 3649 Cane Run Road W L ® Louisville, KY 40211-1961 Qj,/gL/TYPUMPS ,//NCE ~i9~~/ ° ,. ~ ~~w ,gyp ~O (502) 778-2731. 1(800) 928-PUMP http://www.zoeller.com ,Y,/- FAX (502) 714-3624 © Copyright 2000 Zoeller Co. All rights reserved. - e -. Pane ~ Page of,. /~ r I•conditions are frozen at the infltra6ve surface- iS ~~ ~ excess shat) not occur wt-en sa h' hwater levels. When P~ and may result in the System start u~~eS Pump ~~ may ,~ above nonrat tS ~ef(ogding the cell(s) csal call(s) in one large dose. um tank removed by a Dui w'~ ~ d~~e of etfl , ~pTo BYOB this sctua6on have me ~n~~ a P,v~~ or POVY1'S Maintainer to backup or sucfaoe disd~ !tp~~SLOltn9 P~'~ ~ the effluent pu P e ServtpnS pperatior pilot. 5 to restore normal levels within the pump tank.. a manually ope~ng the Rt~P ~~ ~. po not drive or pack over, or otherwise disturb or txxnpatx, over tanks and dispersal po not drive or park vehicles ~ any mound or at-grade soil absorption area. the area wtthin 15 feet down slops from the wastewater stream may impn~ve the performance and Prolong the life rte butts; condoms; cotton swabs; degreasers; dental floss; diapers; Reduction or•el'imination of the folk~nS - efin s, asoline; 9n~;. herbicides; meat of the POVYTS: antibk~6cs n dra-lrt-{ ~ p~ } ~~r {tyit and vegetable pe 9 ' g d-~fedattts; fat; founda6o bn roducts: pestiddes: sanitary napidns; tampons:.and Mrater safterter brine. ~,ps; moons; 04 ~ ' g P ABANOOAI~MENT taken out of service the following Steps stint ~ ~~' to InsurB that the YYhen the POVYTS fails and/or is':Pe~~ in ~PI~Ce ~ ~_ Comm 83.33, Y~'saonsin Administrative Code: system is pn~dY and safeiY abandon and the abandoned Pipe openings sealed. • AG PIPin9 ~ tanks and pits shall ~be disoonneded disposed of by a Septage Serndng Operator. The oontenis of atf tanks and ptts shall be removed and property its shat[ be excavated and removed or their covers removed and the void space After pumping, all tanks and p fitted with soil. gravel or another inert solid material. . aired the following measures have been, or must be taken, to provide a code CONTINGENCY PLAN If the POVYTS fails and cannot btw ~P compliant mptaoement system: O A suitable rep~~t~ has been evaluated and may be utilized for the location of a repta~oema~nQ should not absorP~n system The rep cement area should be protected sect structure. [ot tines and wells. Failure to be infringed upon by required setbacks from existing and propo noted the replacement area vrrA result i s must comply with the'rules ndeffect at that 6me~blrsh a su'Rab e P replacement area. Replacement system p A suitable replacement area is not ayaitabl as a las resort o rr place 'the failed POWTSn9 advances in PO technology a holding tank may be installed a suitable replacement area- Upon failure of the POWTS a soli and The site has not been evaluated to identify site evaluation must be p bO to~~ a suitable replacement area- If no replacement area is available a_ holding tank may be installed ~ a last resort to replace the failed POW(&. removal of the biomat at ound and at~rade soR absorption systems may be reconstructed in pt~ ~ it~~gn effect at that time. the infiltrative surface. Reoonsbuctions of such systems must comply «WARNING» SEP11C, PUMP AND OTHER TR~.ATMENT TANFCS MAY M' T~K U DER ANY C RC MSTANCES~ D TH MAYGEN- 00 NOT' ENTER A BEPTiC, PUMP OR OTHER TREATME RESULT.. RESCUE OF A PERSGN FROM THE INTERIOR OF A TANK MAY BE D(FFICtJLT OR IMPOSSIBLE. ADDITIONAL COMMENTS Powys MatNTAINER POVYTS 1NSTAL,LER Name i , Name w~ ~I Phone ,;~., ~ Phone / ~,"'- L b^" ct/`S•- LOCAL. REGULATORY AUTHORITY SEPTAGE SERViCIPIG OPERATOR PUMPER Agency ~ ~' ~ c ~ Name ~? ~ Phone ~ .i ~ ~ '" Phone ? / J~~ Z '' This doarment metes the staffs tithe Grteen take. Marquette and Waushara County 2on(ng and Sanitation agendes. This aoaxnent was dialled by Cede. Use of this doarment does not me mL+imum requusments of tit Gomm 832?(Z)Nxf)(d1~(~ and 83.SS(1}. (2) ~ (3). Wisconsin,gdnzlnistra~ GMW r~011 gparantae the performance of the ppVVTS_ -' . • Page _!___ of SOIL EVALUATION REPORT Wisconsin Department of Commerce Divisior, of Safety and Buildings in accordance with Comm 85. Wis. Adm. Code County r,~ g _/ late site plan on paper not less than 8 1!2 x 11 incheBMs'~ee~o and( Parcel i•D. T` Attach come indude, but not limited to: vertical and horizontal reference po ( ~ Date percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Reviewed by Please print all information. w, s. (5.04 (>> (m)1- ou rovide may be used for secondary Purposes (Privacy La Personal irdocmaeion y P Property Location t,~ J~ ,U ~T ~ ~ N R E (or W Pr~rty~ter' i ~ Govt. Lot ' • ~ 1/4l • 114 S /~~'~~'v Lot # Block # Subd~Name or CSM# Property Mailing Address _ / ~ ~ -- ~ /' ~^- /' ~~ ° ""~ j~ Vllage Town Nearest Ro ~ State Zip Code Phone Number ^ Cfly ~ ~ O~ ~-. ~Y ' Code derived design flow rate New Construction Use. Residential / Number of bedrooms - Public or commeraal -Describe: ~ ~ ft. Replacement ~ plood Plain elevation if applicable ' ~ nil - `nom S Parent material Gel ^~ /v s ~ and recommendations: / 5~ 5 y~v ~ ~ P/ /t.~'~ ~'T ~~ Q Boring factor ~ in• Soit ication Rate Ong # ~ ft. Depth to limiting ~' Pit Ground surface elev. GPDIff ~~J Roots Horizon Depth Dominant Odor Redox Description Texture Structure Consistence Boundary •Eff#1 I `Eff#2 Gr. Sz Sh. in. Munsell Qu. Sz. Cont Color ` ~ ~ ~ ~ [~ ,mss ~ z ~ z ~ ,~ ~ ?6~ ~, ~ ~~ [, Boring ~ ~• Soil olication Rate Depth to limiting fador ~ GPD/fft: ~~ # ' ~t Pit Ground surface ele~ ft. Roots Redox Description Texture Structure Consistence Boundary .E~1 •Eff>r2 Horizon Depth Dominant Cd Gr. Sz Sh. in. Munsell Qu. Sz. Cont Color ~ a ~ f~ ~~J~ ,/ r .~ ,"'" . 3 2. Z~ i, ~'S~ LZc-~ J~ N • Effluent #1 = BOD > 30 ;220 >~L ana TSS >~ '~ 150 CST blame (Please Pri>1ti) Bird Plumbing, Inc. Shaun Bird Address 1008 192nd Ave, New Richmond, WI 540.._ • Effluent #2 = B 30D0 ~< mg/L and TSS < 30 mglL CST Number 226900 Telephone Number Date Evaluation Conducted ~~ 5_246-4516 r "• w fb~ .Page ~ of Parcel ID # Property Owner Boring / ) ,~_ in. Bonng #~. ~'' Ground surface elev. ! ~ L ° ft• Depth to limiting factor Soil I"nation Ra L~1~ •l~. ,Pit Roots GPD/ff ;H~n Dept pominanf Colo Redox pescription Texture Structure Consisterce Boundary •Eff#1 'Eff#2 Gr. Sz. Sh. ~ ~ in.. Munsell Qu. 5z Cont. Color ~ I ~' ~ J~ ~~ -~- ^ Boring ^ Boring # ft, Depth to limiting factor ~- in• Soil Application Rate ^ Pit Ground surface elev. GPDIff Texture Structure Consistence Boundary Roots Horizon Depth Dominant Odor Redox Description •ES#1 'Ett#2 Gr. Sz Sh. in. Munsell Qu. Sz Cont.-Color Boring Bonng # Ground surface elev. _______- K• Depth to limiting factor ____~_- in. Soil ication Ra ^ Pit Roots GPDlif Texture Structure Consistence. Boundary Horizon Depth Dominant Col Redox Desaiption. •E~1 'EtT#2 Qu. Sz Cont. Color Gr. Sz Sh. in. Munsell I ~ 'Effluent #2 = BODS <_ 30 mg/L and TSS ~ 30 mgfl. Effluent #~ = BOD; > 30 _< 220 ~ and TSS >30 < 750 mall_ ual o ortunity service provider and employer. If you need assistance to access services or The Department of Commerce is an eq pp lease contact the department at 608-266-3151 or TIY 608-264-8777• need material in an alternate format, p seoasw (e-crop) ~J ~. _ P`~ Soll Test Plot Pl Project Name P.C. Collova Bldrs. Inc. un Bird Address P.O. Box 489 Somerset Wi 54025 CSTM #226900 Lot 12 Subdivision Farm View Ridge Date 5/8/04 NW 1/4 SE 1/4S 5 T 29 N/R17 W Township Hammond [] Boring ~ Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 105.0' *ryRpSame as Benchmark Alternate Benchmark Top of 1/2" Pipe @ 100.2' ~-- 412' Property Line 102. 101.5' B-~ Scale is 1" = 40' unless otherwise noted 4°~ sip 3 44' Property Nne 635' Property Line 0 B-2 . ~ K s state of Wisconsin INSPECTION Leroy G. Jansky Department of commerce Department of Commerce Safety & t3uild'Ings Division REPORT 13 E. Spruce Street Bureau of Feld Operations Chippewa F81tS, WI 54729 Inspection Date ~ /~ ~7.~~ 7~-44 9 ~ t ~ Personal information you provide may be used for secondary purposes [P ' cy s.1 (1 Name of Premises Address Or Legal Description i.L1y/Township County Nw s~ - S - ~-9-~7~ P. C . C ~%~.~vA- ~ u I ~ U 1=~ Lrtif~, i--~ r (i ~ RM tai 2 I-~i~aa.~-tu~0 S i , C ~o ~,~r Master Plumber Name and Address Master Plumber Firm Name and Address Plan LD. No. J^'If.I1SYII1@-^ °Ir~mhwr~SOItT@ster s F-~A.u n) !3~ ~e ~ ~s~-- Z Owner's Name and Address F',C ~ Sr.,G~C.JV~~ ~t#)i_~~~~ Sanitary Permit No. Licensed Person's Name(s) and License Number(s) ~5.• ~~ i ;~..~ ~ l~J~iS ~ ~-/~!f'1. ~~ Cc: _ -a i ,t ~ r ~ ~ d Jo yz 4~6 . „ _ „ _ iv' f~ _ ~~~~ ~/~ sr~~ vf=.~ sL..~~c. ~r ~~ fit=- n ' aG,!< h f/ l/mar ~`!? !t_ ilJ ccJ ~' 4A/ v, ~_ ~ f'~~-fit ~z M__ ~x_ ~ ~_ ~9-t°Ft-1 ~.~~w ~a-+~ ~ _ __ ~-~ 0 .GI?~/~{f M/~.K., L/~v~a2.-_l..a~-n,NC h'•A,~.. - Page ~_ of Copies to: \thatapply~ Original: seD-s~s~ cR•lyss) District ~ S&B ~ Plumber ~ Owner Signature of Plumbing Consultant/Priv~e Sewage County/~'~licallnsp. 'Other '" /=/i.~= SOIL EVALUATION REPORT Pager--or Wisconsin Department of Commerce Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County ~ fi Attach complete site plan on paper not less than S 112 x 11 inches in size. Plan must indude, but not limited to: ver>tcal and horizontal reference point (BM), direction and Parcel 1.0. Date percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Reviewed by Please print all Information. u es (Privacy w, s. 15 t) (m)). Paraonal irdormation You provide may be used for secondary P rPOa 5~ -,--,-- Location A/w Property Owner 4 f"" I ~_.. ~ ~ I`": , . `J. , Go .dot ' ~ l/ar 114 S ~T ~ / N R E (or W Lot Biock # Subd. me a CSM# Property Mailing Address ~ ~ , : r> ~ ..._ ~ T fy~. ll' ~~ /s'i~„~t! ~ ^ ~Ilage Tovvn Nearest Ro ~, State + Zip Code Phone Number ^ nY -j] GPD Code derived design fl rate New Construction Us Residential /Number of bedrooms ___ ____ i ^ Replacement ~ ~~ Public or commerdal -Describe: --~-- ~~ ~ g !~ D~1 .-~- ~, n~ s S Flood Plain elevation if pplicable Parent material / ~ 1 General oomneMs e. ! C~ ,~ ~ 1" ~" ~~ ~„~ ~,. . and recommendations: ,~ y~~.~ ,e (~/r,,c~tiw.. ~ u~` vl ~~,(~ ~ i ~~ ~~ ~ ~" v o~ ~ ~ ' Boring Boring # ~ ~~~ ~ _~~ ft. Depth to limiting f dor in. Soil lication Rate Pit Ground surface elev~"~,`.'-- nsistence Boundary Roots PD/ff f{p~ort Depth Dominant Cdor Redox Description Texture Sdvcture •Eff#1 •Eff#2 Gr. Sz. Sh. in. Munsell Qu. Sz. Cont. Color ~ CS Z J~-„l ' l- ~~ ~ ~~ # ` ~1 pot ~ Ground surface ele~~'--- ft• Depth to limiting fador ~ ~• Soil liption Rate - Roots GPD/ft'- Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary `Eff#1 'Efft#2 Gr. Sz. Sh. in. Munsell Qu. Sz. Coni Color / ~ J~ ^ ~ ~ ~7 ~7 / 3~L / _ ~ pG f/~ off- TSS >30 < 150 'Effluent #2 = BOD <_ 30 mg/L and TSS < 30 rttg(L • Effluent #1 = BOD > 30 : 220 mg/L ~ CST Number CST Nams (please Printl 226900 Bird Plumbing, Inc. Shaun Bird Tele hone Number Date Evaluation Conducted P Address ~~ ~yC~ C/ 715-246-4516 -1008 192nd Ave, New Richmond, WI 540 O ~. /a-f- 1~. Parcel ID # Page .~ ~ Property Owner Boring / Bonng # " \ I Ground surface elev. ! D Z ~ ft. Depth to limiting factor in• Soil icatiaon Ra ~4. _ Pit Texture Sdvcture Consistence Boundary Roots GPDlPf Horizon Depth Dominant Color Redox pescription •Eff#1 'Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. e.j- ^ Boring a Boring # in• Soil ication Rate ^ Pit Ground surface elev. R Depth to limiting factor Roots GPD/ff Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary •Eff#1 'Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bing # ~ Bonng to limiting factor in. ^ Pit Ground surface elev. ~• Depth Soil ication Ra Texture Structure Consistence. Boundary Roots GPD/fP Horizon Depth Dominant Col Redox pescripNon. •Etf#1 'Etf#2 in. Munsell Qu. Sz. Copt Color Gr. Sz. Sh. > c and TSS >30 < 150 mglL. ' Effluent #2 =BODE < 30 mglL and TSS <_ 30 mgll Effluent #1 = BODE 30 _220 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 department at 608-266-3151 or TTY 608-264-8777. sao.taw pe.uroo) • ~ r . ~ -, Project Name Soil Test Plot Pl P.C. Collova Bldrs. Inc. un Bird Address P.O. Box 489 /~ Somerset Wi 54025 CSTM #226900 Lot 12 Subdivision Farm View Ridge Date 5/8/04 N W 1/4 SE 1/4S 5 T 29 N/R1 ~ W Township Hammond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 105.0' *HRpSameasBenchmark Alternate Benchmark Top of 1/2" Pipe @ 100.2' 412' Property Line 102. 101.5' B-1 Scale is 1" = 40' unless otherwise noted 4°r Slc 3 44' Property Line P`~•` 3, 635' Property Line B-2 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHII' CERTIFICATION FORM OwnerBuyer P. C. Collova Builders, Inc. Mailing Address PO Box 489, Somerset, WI 54025 Property Address City/State 115 0 c,,J (Verification required from Planning Department for ne construction.) Hammond, WI LEGAL DESCRIPTION Parcel Identification Number Property Location ~ '/4 , SE '/4 ,Sec. 5 , T 29 N R 1 ~ W, Town of Subdivision Farm view Ridge Certified Survey Map # Warranty Deed # Hammond Lot # ~_. Volume ,Page # Volume ,Page # Spec house U yes ~ no Lot lines identifiable J yes U no SYSTEM MAINTENANCE 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. The property owner agrees to submit to St. Croix County 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. Ifwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of W isconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning De ent within 30 days of the three year expiration date. P. C. COLLOVA BUILDERS, INC. ~/36/~ SIGNATURE OF APPLICANT (715) 247-2742 DATE P.O. Box 489 SOMERSET, WISCONSIN 54025 OWNER CERTIFICATION Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the r erty described above, by virtue of a warranty deed recorded in Register of Deeds Office. P. C. COLLOVA BUILDERS, INC. ~/~/~ (715) 247-2742 DATE SIGNATURE OF APPLICANT P.O. Box 489 SOMERSET, WISCONSIN 54025 ****** Any information that is misrepresented may result in the sanitary permit being revoked by the Zoning Department. ****** Include with this application a stamped warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. QOM P C COLLOVA BLDRS, INC PHOhJE N0, : 715 247 2747 • ` 5'TA1'E flAR OF WfSC:ONSiti i~OFZ.1i .` • 1994 I W.~A~'Y DCED 1 Document Nu+»ber This Peed, made between ~4ich el B, ytat~ch3l1 anti naflawn ?Wlarsitall husband and wit' - ~ p, C. Cop vsi Inc.. a Minnesoc1 C tiro Grantee. Grantor, for a valuable consideration, convt:ys end warrans to Grantee tt>e faIIoMring described real estate in St- Croix t;ounfy, 5ta!e of WiSCOrLStn ~ (if mere space. is receded, please attach adcieadum): I See Attactsed ~tfibit "A" ,~ 8c;ardin~ Area Jun. 29 2004 12:12PM P1 a K .~~,~ a tinny arrd R~nitn Address 013~1QU8-6t1-d00; 018-i~948-81)-1)00 ~ X118- AO&90-a00: CIS-l0iA-8 9-ia20.10.1100 Purt:l fdentiltca[%on Uuiuhrr ;PIN) 1 THis i5 eat hoztx:stead propetr; (iS) (iS t:Ot) ' E;,cepsioos to •Narranties: ~sements, restrictions a~a. rigit.zs-of-way of retard, ii snv., er~*•-~ day of 14arch 'Q(i•t Lsted rltis ./~ --- -°- ~ - ---- - ~ticttae! B. Marhsall AL"T?`f~NTICATIOi` 5isrratur~(s) Miehaei B. J3arshall aad Baws+ ~iarshsit, husband and wile .~ ,Yn, authenticated this ~ day or ?iiarclJ , '''tea • I{ristias Ogland t _ TITIJi: MEMBER STA'Y~ 9AR 6F WISCONSIN authorized by 3 106.06, Wis. $rars.) THIS L~iSTBUMENT W 2il DRAFT cD 13Y Attotaey ICristioa Ogtaad Hndson. Wi 54016 „_ (S'~naturcs ,m+y zY aruhantlcatr~ or anknewledfea. Suca a:e not o~esstuy.l A L 1C.4G W LEDG VIEN'I' STAi'E Ol _ } 1 ;5, County } Personally Cartic Ce1'ure the this day of the above t~v~cct to ma known to be the perstm(sl who executed the foregoing iriStrwtlt'Ix and acYnowledged the same, t Yatary Public, Smte of -___.__ .. ,y ----.------ ?ifs Cutrfntissiou is pei-tnanert. (If not, state :xpiration dace: .) " f'1Ef77Ca of persons Sig3iltY in any capacity trust bi Npmd or printed below V]tli: bistwture. ;nrorm9tlon Proieuiomts Ca.. rand du tdC.:Yl $7A^.'tt3AA OF W7SCOtYSLY 11a1~5-ZlL*t WARR.1Nt'Y A~ FORK Nu.: -1999 w z J Z O ~ ~ U QI ~ J OI F-- JI ~ a ~ zl o ~ ~ I F- O . Z .n 00 N w ~- N 0 0 z DRAINAGE EASEMENT w ,. _ _ _ , ~_ ~ ~ N I~ o,~ o~ z ~_ ~ ~ ~ ~ '~ / \\\\ I z ~I 61 54 AcF I ~ ~ I 37 \\~ IU! 38 NI ~ I I 67584 S. F. I` ~.o B.M. TOP OF 3/4" , I ~,,, 78323 S.F. IRON PIN ELEVATION O 0~~ ~ , ` 1.55 Ac. \ 1.80 Ac. 1094.34' ~j2 „ E / ~ 1 1 ~ ~'~\ 7~j'3~~~ ~ ~ \ ~ ~ ~ ~ HWE =1099.f;' \ \ HWE =1099 N ~ ~ ~ ~ LBO =1101.6 I I ~\ \ LBO =1101. ~ ~ ~ \ ~ ~ ~\ \ FDRAINAGE I~ \\\ \\ C~ \ ~ \\ ~24~ASEMENT N 13 \ ~ , ?, \~ \~ ~ ~ \\\ _ 66640 S.F. ~ 1.53 Ac. GJ1/ ~ \\ O~f \~~ \ r'- -L2s \\~i ~' I ~p Dc1% / ~ % \ ~ ~ N \ ~n ~ ~ • D~`Z/ / ~~ N I o5i / ~s ~ ~ \ / ~ _ 103346 S. F. .~'~ ~ .' 2 / 2.37 Ac. .~~''~ Z ~,j/%, oti, ~ o ~ ~ 9 ao ~ ti~// / ~ O ~ ~ p I I 65635 S °~ 1.51 Ac ^o~oa ~~,`ti% ,~/ 11 ~ / / 10 J ~I ~,~ ~~ ~/~/ , // 101928 S.F. ~~ / 68373 ScF. ~ w • N ~,l ~ ~~ /~ ~ 2.34 Ac. ~ / 1.57 A ~ I I _ ~r / rnl m / ~HWE =1082.6' ~ / / ~ I I ~ ~' I / /~ LBO =1084.6 ~ / ,- o I I / -1253.64 I ~ ~ 129.37' ~ 379.02 ~ 227.61 ~ ~ S 1 /4 CORNER, SECTION 5, FOUND 1" STEEL SURVEY MARKER >~' ROGER LYNN HtANPFIREY S-2188 WOODVILLE ~ ~'~., WIS. _r UNPLATTED LANDS v~ ST. 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