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018-2003-12-000
I I i I n ~ 1 ~n O S ~' N c A 3 t~D p o N o n ~ ~ c N v I 3 ~ cn z D fD cp D N ~ Q. C ~ .. m II o W ~ ~- Q N I I N a I Z 0 I ~ O o ~ W I °' c ~ z ~ ~ _ N N ~. I I I I s~cc~'i~'n~~m°~~a a d ~.`< ~ c0 ~ 'g ~ ? ~. a ~ ~ m D ~• (O z ~ Q N O- (~ „~ ~ ( ~' o ~ ~ ~~p'-cmy G' , °' m ,~up N 0~~~ 7 O O N O VOi I o ~ a~ ~,am -x^vi ~ m m ?v ~ ~ 0 3 n.~ vii (O ~ N Vl O S G'1 q C S y y a m? O S ~ . V CD .~ ~ ~ fD N C O ~ ~~' m ~ m wm o 3 I x ~•~ m~ ~ ~~ ~ ~~ ~m m~ ~ ~' ~ q3 ~ ~ ~ N N 7 O ~ ~ 2 ° ° ~ ° ~ ~~ I ;~ ~ a ~ - ~c u a~fl;cn ~vd I ~ •S (n 7 7 ~ (D D. y I o fD O i p i c ~ ~ ~ ~ ~ ~ 'v -o `° ;.. o~-v O ~ N Cfl n ~ c e. d O O A W N ~ N N A A N N ~ v v o ~ d •~ .. ~^ w~i C OD z ~ o ~ v, ~ C N N N f~D C .~~. ~. -~ N ~ N ._: a D o 7 O. ~ ~ °' 3 o' o ^' 3 ~! z F W T C 3 a ~ d o 3 n 3 ep .o c d ~ ~ ~ ~ OD 3tND N O ~ O v a co Q ~ N °o y S N ~ c 3 ;-• N j 0 3 O z g x p Z ~ A GZ,' ~ C ~ < CNO ~ z z ~ m ~ d ~. A'+ R O A~ p 0 ~• O ~~yy,~,,,~ • v~ s fi A W 0 A ti ti p0 ti A ti ti a v, ya ..~ y Wisconsin Department o7 Commei e Safety and Building Division PRIVATE SEWAGE SYSTEM INSPECTION- REPORT GENERAL INFORMATION (ATTACH TO PERMIT) 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: / 0 0 ~ ~ Insp. BM Elev: l ~ ~ BM Description: ~ [; _ ~ ~ C:e~.w ~ ~-° / TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic / ~~--~ Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic } ~ /~ ~ ZO Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Numbe TDH Lift F ~ i Loss System Head T Ft Forcemain ength Dia. Dist. to Well ELEVATION DATA county: St. Croix Sanitary Permit No: 453025 0 State Plan ID No: Parcel Tax No: 018-2003-12-000 Section/Town/Range/Map No: 18.29.17.906 STATION BS HI FS ELEV. Benchmark ~ 9~ 0 „nd ~J0 ~~ ` Alt. BM ~O 1. Bldg. Sewer g• 7S ~ 0 0 r 23 St/Ht Inlet U.SS ~! SUHt Outlet ,~ ~~~ ~ p ~~ 0 Dt Inlet f~ ~ Dt Bottom Header/Man. ~ ~___-- ,~ ~,~ ,'j Dist. Pi ea~ (~ 13 Bot. System Final Grade ~ ~,.~ S, S~y~+ ~~3 ~U B ~ 0 St Cover ~ 1'7r~/ ~1 ~ T / D ~. ~' SOIL ABSORPTION SYSTEM I `~ / (' D.l',E' '~ U -t~aX BED/TRENCH DIMENSIONS Width 'f" Length ~ -6 _6 No. Of Trenches ~~ PIT DIMENSIONS No. Of Pits Inside Oia. Liquid Depth SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM ACHING Man rer: 11 ~ / r ~ INFORMATION CHAMBER OR '' ~ ~r (ROIJI' l t -r Ty e Of System: ~i~ /ly n ~y~/~-' 6y(Cfr( / 7 '] ~^ t \ t Q / UNIT ry Model Number: DISTRIBUTION SYSTEM ~(,~„/ -{~ .dtilr~m ~~o~0ir~~r ,Y,.'~ ~,[//mi~f" .nf/i~~m~,•11/l~ .~.nc~ G~t.~/h-.GP/1. v!-~.~ Header/Manifold Distribution x Hole Si e Hole Spacing Vent to Air Intake .` ,, / h ~ `j ~ ~ ~' Length Dia Lengt Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Onlv ,~d Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center ~~ ~ ~ Bed/Trench Edges Topsoil Yes No ~ Yes o k -rl u COMMENTS: (Inclu ode discrepencies, persons present, etc.) Inspection #1:__~-' / Z" / Inspection #2: I / location: 1552 97th Avenue Hammond,fWl 54015 (NW 1/4 NE 1/4 18 T29N R17W~1 rick Bottom Overlook Lot 2 Parcel No: 18.29.1~7.9L06 1.) Alt BM Description = ~~Z~~7 ~~~ Z~tM ~~ ~ c~T,3~Qly (pQi1.~ Kam{ 9 ~1.~,3' 2.) Bldg sewer length =2z-/~ ~-6~yyt,V,~~to~,s' -~ f ~~~ d~ /~~Ls~',(,~~t~ ~ /L~2 -amount of cover =~ 3 , _ 0 ~ ~~~ ~vsll~ ~Ay`~""L~,-ti- T~-~.e~ ~'~-1 9 ~ (,tiT / ~~~ P ~ c~ Plan revision Required? Yes No Z ~~jL / ~r~ Use other side for additional information. ~ ~ ~~ ~ ~(.liYtit-` _ _ l~lP~-~T __.._ Date Insepctor's Sign~tur Cert. No. SBD-6710 (R.3/97) ~~ ~~~5 n „ ,/ ~, ~ mn N ~~~ S~?,fiF!~Z~L% Y(~" /7 ~~~ 7 Comm 85.30 WISCONSIN ADMINISTRATIVE CODE 212 in Cha ter 3 of the Soil Survey Manual, USDA, October, 1993, t COmtn~85,,40. Evaluation n:po ~ ,~(#~ s~ ;, \ ` o ~ ' excep w ere mo s c apter. °n,~p eXpYg rt shall be prepared an~submi to ~ie govern; (c) A soil profile description to substantiate soil application mentalunit~ha, ' urisdictrottu~q~t;~e~opQpl~~~oftimgvalua_ ~g j . - ` rates shall include at least ali of the followin o hological ~' «. ~ bon and associated t ~~irt"fbrri: information for eac so zon or layer: (2) Sol[. REPORT cERTIFICAT1oN AND RMAT. (a),~~1 ev alua ~~ 1. Thickness in inches or decimal feet. ~ ~ . tion -w~+*s."~' r~s sliaIl be prepared in a format ,, „N' 2. Mansell soil color notation. specified by the epartment and this chapter. ~~ (:~" if Note: Soil ti l rt f i bl 3. Soil mottle or redoximorphic feature color, abundance, size eva on repo ua orms n an accepta e format ate available fro~5 the Safety aad Buildings Division, P.O. Box 7162, Madison WI 53707-7162. and contrast. , (b) Certl ~btio~i. 1. Except as provided in subd. 2 each page ' 4. United States Department of Agriculture, USDA, soil tex- , ., , of a soil evaluation report shall bear: ~"~-~- tural class with rock fragment modifiers. a. The on 'nal si afore of the certified soil tester vVho col- 5. Soil strt~ure grade, size and shape. lec ' 6. Soil consistence. ~ b. The certified soildester's identification number;'and ~„" 7. Root abundance and size. ' c. The date the report is signed. ~ 8. Soil boundary. ~~ G When more than one sheet a soil evaluation report is b~d '~I. Occurrence of saturated soil roinwater bed k di toge er into one vo ume, only the title sheet shall: , g , roc or s- turbed soil. a. Be required to be signed, dated and beaz the identification (d) A soil ofile description to substantiate soil characteristics number of the certified soil tester who collected the data; and otherthan fD `application rates shall include the information spec- ' ' b. Cleazly identify all other sheets comprising the bound vol- tt e ~'7 m Paz." (c)1. to 4. and 9. 1. ume. .~1•- ~.:- r l~Ytl. ~'(2) ~ 9NTERP RET ATI©N5." (a) Redoximorphic features or (3), REPOR7'CONTENTS. (a Site ne K 'A site evaluation report shall include at least all of the o owm : 0 ~~ r p mottles shall be irate fed as zones o seaso or riodic soil ~turahon o xCent'aS orovi PB nnrL+r m.1. (z) ~~ , ~ ~Z~ 1. The site's le al descri lion to within 40 acres. ,~~y~ JJ g P ~ , .mil w ~ ~' ~ ` iis`S'">3e~e1'm~ ot~rP+~~e~ ••~•der s. Comm 85.60, the ~ ~~ 2. The date the data was collected. ~ b ~, s t hisllest elevation, afp~py~,,,a~ ~ ~ 'f e h do °r T' f + ~ '-~ ~ 3. A legible and permanent site plan that: (fh~- r ~ ~i ~` sur 9 C w ere t+e ximo p c eatures are present wt u ntT mch es a. Is presented on paper no smaller than 8 '/z inches by 11 o e om o e onion. inches in size. ~, 3) Sou, t:o1.oR PATTERN Ex>a~lioNS. (a) Without filing a b. Is drawn to scale or fully dimensioned. - G~ report under s. Comm 85.60 (2), a".certified soil tester may dis- ~ c. Shows th zee` tent of the site evaluated for soil dispersal or ~' ~s count the followconditions, 'hot ttnl s treatment. i~rcators o seasonally saturate soil: d Location information for all ints under investigation 1. Fossilized soil color patterns formed by historic periodic i1~Cluding structures property lines and other encum rances to e soil saturation. trea ent or d1s al component lacement on a si"fe: '-- 2. A ofile that has an abru textural Chan , consistin Pertinent elevation data, such as: of silt loam or finer tex es over n a ee red a. A reference to, and description of, a rmanent vertical and loamy san or coazser textured soil and mch or ess o nod- Liorizontal reference point or bench mazk fr~ whrc stances ~~ rc y s sot immediately above the coarser material and elevations are de rnea on plan; r; , 3. Redoximo hic features rie fated along ld or d eyed b. The natural, undisturbed surface grade elevation for all soil root , Pj~l, n c~ ~ h /! profile excavations; 4. Residual sandstone co rs. c. The percent and direction of land slope for the site under ,,,, L' " S. Unevenly weathered glacially deposited material, glacially evaluation; ~ y(J~"IJJ deposited material naturally gray in color, or concretionary mate- d. Ground surface contour lines at an interval appropriate for ~ J rial in various stages of decomposition. the conditions present; ~~~, „ 6. Deposits of lime. ~ [~7. Light colored silt or fine sand coatings on soil ped surfaces e. The flood lain elevation, if established, and current surface elevation of any ad acen navt able waters or reservoir; and - ~jV t ~, . " (b) Without filing a report under s. Comm 85.60 (2) for a sped f i f. a existing grade adjacent to the groundwater elevatioA observation pipe the top of the observation i e and the bottom ic s ci te, the department may accept the results of soil saturation , p p , + de;tenninations or of the hydrograph procedure under s. Co 85.60 previously conducted for areas adjacent to t}ie site of the observation ~i~e. "~)'~ t3 `: A soil evaluation report shall include at~lezst that the soil profile descriptions and interpretation soil am(i site nditi s i il f h ' all of ee fo ~1 A l i i ~ on are s m ar or t e s 1c site an e ~ ~ s . s te eva uat on Wort Uursuant to paz.1a). J • 2. The date soil evaluations were conductr~. /L~ SOILCO1.oR PATTERN REPORTS. 'I'hr cPrtifled Soil tPCtPf ~t.~ 11 3. The site's legal de p on to within 40 acres. // report and describe any soil color pattern exemptions encoun- 4. Soil a scup ons pursuant to s. Comm 85.30 for all fired' soil profile evaluation excavations. (5) DETERMINATION REQUESTS. A Certified soil tester 11~,~ Historye Cr. Register, April, 2000, o. 532, . 7-1-00. request a determination b the governmental t1m or dep ent on a significance o unu so co or patterns as m cators Comm 85.50 "'-Govern review. ); • ; - ~ of soil saturation that may not indicate saturated soil conditions ' ERAI ' (a) A governmental unit sh v1e all soil ev on that will interfere with wastewater treatment. The governmental reP~s and site evaluation reports thin 6' rape g~ unit or de artment ma decline to make such determinations, and (b) Upon completing the review'of a §ti ~ '~eValtl ~rt a ~ defer to e u o soil saturatton determinations pursuan to s. governmental unit shall accept the report, reject the report, request ` Comm 85.60 or some other method to make a determination. additional information or clarification, or require verification History: Cr. Register, April, 2000, No. 532, art. 7-1-00. under sub. (2). Register, April, 2000, No. 532 Safety and Buildings Division GO10ty~ 201 W. Waslliagton Ave., P.O. Box 7082 Permit N nita S Madison, WI 53707 - 7082 ry a ~sCO~s~~ (608) 26 i X546 ~ S 3 O De artment of Commerce rmit Application P i smote PIaaLD.Ni ~- e tary San tn accord with Conan 83.21, Wis. Adm. Code, petsotta] mfo 5.04{ ~ ~ ~ ~/' E ® ~ Privacy law, os oject Address (i _ may be used for secondary ptttp .# l S 5 L I. Apptieatlon Information -Please Print All Information M ,~ ~ ~ ? ~ arce to (1 Property Owner'a Name ~^"~ ,1 / _ _ _,~-J _ CF bIX.COUN(Y -- - r ~ ~ {~ ,~~j, Q Ptnperty l;,otatt Property Owner's Mailin Address City, State Zip Code Phone Number ~ ~~ ~ S ~ l p N; - v A. a otBuilding (check all that apply) ~~.,^^ ~ Sabdivisian~e CSM Number J _ or 2 Family Dwelling -Number of Bedroama (~~//! ` P~jivCotnmercial - Desctibe Usc 1]City_r'Village ownship o ^ State Ownod - Desrn'be Use III. Type otPermit: (Cheek only one box on line A. Complete line IB if applicable) 4 S' 2~ - l Z-- ~~ • q~ System ^ Replacement System ^ TnatmenNHolding Tank Replacemmt Otily A ^ Other Modification to Existing Systan List Previous Permit Number and Date loaned H, O Permit Renewal ~ Permit Revision ^ Change of ^ Permit Transfer to New Before Expiration Plumber Owner IV of POWTS 3 stem: Check aU that a l on Pressurized la-Ground ^ Mouad> 24 in. of suitable soil ^ Mound <24 in. of suitable soil ^ At-Cmde ^ Single Pass Sand Filter O Constructed Wetland ^ Pressurized !n1'ir uad ~ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit Q Rocircularing Sand Filter / ~ ~~ r ^ Gravel-less Pi ^ Ot Recueulatia Synthetic Media Filter hies Cltamber ^ Drip Line Pe her (explain V. DLs eraalrl'reatmentAtea formation: Design Flaw (gpd) Design Soilbn Rate(gpdsn Dispersal Area Required (s0 Dis ~ oa Proposed {sf) Sys~tejm/E'l lion / ' ~ p6 ' / ( ? ' ~ ~ ~j ~, ` o c ~ Capacity is Total Number Manufaenuer 7 VI. Tank Info Prefab Site S Fiber Plastic Concrete Constructed Glass Gallons Gallons of Units New Existing Tanks Tanks Septic or Ho Idiag Taalc Aerobic Tnsatment Unit lbsiag Cumber VII. Reapoaslblll Statement- I, the uadentgn same responsibill for instaLation of the POW'TS ahowa oa the attached plans. Easiness Phone Number Plumber/s Name (Print) Plurabor' re MP/MPRS Number Plumber's Address {Street, City, State, Zlip Code} y, / , If ~ ~ J ~V,,/I~A. Conn / D artment Use Oat uadwator Date Tasued Is ui Agmt Signature o Stamps) r o G Saattary Pmmt F°e ~ dudes lld l~oproved /" - ^ Disapproved [ ' j ~ Surcharge Fee) 2 J v ~ I Owner Given Reason for Denial IX. Conditions of ApprovaUReasons for Disapproval St~ ~ _ ~ ~ 60 _ ~C (3 - C SYSTEM OWNER: ~'~~ 1 Septic tank, effluent filter and ~S~ J-'~ S dispersal cell must all be serviced /maintained as per management plan provided by plumber. maintained 2. All setback b es ) cable code/ordinan as per app Attach Complete plans (to the County only) for the system ea paper sot less than gIF2 :11 )aches la size ~~' _a S8D-b398 (R. 08102) ' PLOT PLAN PROJECT P.C. Collova Bldrs. Inc. ADDRESS P.O. Box 489 Somerset Wi 54025 NE 1/4 NE 1/4S 18 /T 2~ N/R 17 W TOWN Hammond COUNTY ST.CROIX 3/10/04 BEDROOM 3 MPRS Shaun Bird 226900 DATE CONVENTIONAL XXX IN-GROU PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 933 # of chambers 30 ,BENCHMARK V.R.P. Top of Survey Iron ~ $~~/ ASSUME ELEVATION 100° Filter Zabel A-100 ^ BOREHOLE O WELL * H. R. P. Same as Benchmark Plans Designed Using SYSTEM ELEVATION Conventional Powts Manual Version 2.0 Alt. BM Top of 2" Pipe @ 100.0' 96.8' 96.7 4' below grade * - A1L %v-~ 30' 30'_ ~ 30' 205'Property Line Vent >6" of Cover 6' Longll l " Standard Biodiffuser Leaching Chamber with 31.1 ft2 of Area at System Elevation ~~ `I y Tested area has 0% Slope 50' B-3 Well is to meet all setbacks required by WDNR i 2-3' X 94' cells with >3' Spacing 50', rf D Pro 3 Bedroom House ~Q~ tt's 0' ~~ 6"_ d ~~° 100' Sys-~^. ~~-~ `~' s~~ 478' {~ ~ Property ~~ / Line PLOT PLAN PROJECT P.C. Collova Bldrs. lnc. ADDRESS P.O. Box 489 Somerset Wi 54025 ICE 1/4 NE 1/4S 18 /T 2~,! N/R 1,7 W TOWN Hammond COUNTY ST.CROIX MPRS Shaun Bird 226900 DATE3/10/04 BEDROOM 3 CONVENTIONAL XXX IN-GROU PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 933 # of chambers 30 ,BENCHMARK V.R.P. Top of Survey Iron ~ ~~~/ ASSUME ELEVATION 100° Filter Zabel A-100 ^ BOREHOLE O WELL *H.R.P. Same as Benchmark Plans Designed Using SYSTEM ELEVATION 96.8' 96.7 4' below grade Conventional Powts Manual Version 2.0 Alt. BM Top of 2" Pipe @ 100.0' * ~,~ 205'Property Line >6" of Cover Vent Standard Biodiffuser Leaching Chamber with 31.1 ft2 of Area Tested area has 0% Slope 50 11" 6' Long at System Elevation B-3 Well is to meet all setbacks required by WDNR 2-3' X 94' cells with >3' Spacing 50', 3 0' „' .. Lx'.' Pro 3 Bedroom House ........ 30° B-1 Ven~ 30'_ ~ 30' Vents 00' 478' Property Line ~* . VlTisoonsinDeparbnentofCommerce SOIL EVALUATION REPORT Page of Division of Satety and Buildings in accxxtlance ~ ~ C r C'"C D '©t Attach complete site plan on paper rwt less than 81l2 x 11 aches 3i~~Pleh }hiet include, but not Kited to: vertical and horizontal reference ' 'M (BM), directiai and Parcel I.D. 2 - ~D ~ 9 ° 6 - percent slope, scare or dimensions, north arrow. and Iota nand distance to nearest road. p - 200 3 1 • MAY 0 1 2003 Date R b Please print ati informati y t~~t ition ya, rosy ~ u><ea tor:ecaidarr c ' ~, . ;}{~». ~.~~~.e~r~wti , I~ property Owner ZO N I 8,~ ~ T N R E( W 0/ © ~, 1 Govt. Lot 1!4 1!4 S Property Owner' Mailing Address ~ apt # Block # Name or CSMl~ ~,,, s~ zp r.~ Pitons Nimiber ~ a ~ a Town Ne Lv ( ~ New Carsstruction t,se: ! Number of bedrooms Code derived design flow rate .S Cf GPD a o , c or, ' - Desa~e: ~ I^~ ! Jg- ft /Fbod Ptain elevatio Parent material ~ . n if applicable te. ~5~ ~~-/ /~1 ~ ' ~: 5 ~ ~~~~.- a l~ ~a~ ~~ ~ ~ . a ir, . S d u ~ ~/ ~ ,~~`.J S N S~,P.... ~1'-r.~, .n~~ L- rrrr . i ~~r~ d~~~ s s L/ ~ / 7 ~ !BL!/ 9' i~ ~~ # ~ Ong O 11"""' Pit Ground stuface elev. ~! ~' _ ft. Depth to i'arifin9 motor ~ in. ~ Rate Hotiaon Depth; Dorr>ir-~rt Redox Desaiption Texture Sttrx~e Consistence Boundary Roots in. MtmseA Qu. Sz. Cord. Color Gr. Sz. Sh. 'EtT#1 'Etfg2 1 G-f.b 0 ~ ~lz ~--- ,n ~ ~ .,~,~ ~S , ~ . 2 l~ ,~ o ,~-' ~--- ,- - l cv'{` °l6 • ~~ ~-r~ ~~ ~ Borkrg # o Pk Ground surface ele~~~ ` ~it. Depth to limiting facda'~~ in. ~ ~ Floriaon Depth Dorrdriant Redox Description Texture Strtrcdire Consistence Boundary Roots GP DAF ln. Mungelt Qu. Sz. Cord. Color Gr. Sz. Sh. `EtT#1 'E ~-t ~, D ,~ ~r~ .,~- S ~ ~ rn~' ~ S a n, , ~ ,~ .q 2 2 ~ ,(, rS`~ r--. C C ~1 r» s b k rn i^Q t^-' - r , y , ~o ~9~ •~~ Eftgrerit u1= BoD > 30 < 22o mgiL and TSS >30 < 1 50 - EtIIuerd #2 = BOD_ 30 mglL and TSS < 30 mglL (per csT Number i~ gdsires~ Date Evakratiofi Corttkx~ad Telephone Ntirnber ST. CROIX COUNTY, WISCONSIN silt loam; moderate medium granular structure ; very friable ; many roots ; slightly acid; abrupt wavy boundary. X2-4 to 10 inches ; pale brown (10YR 6/3) silt loam ; moderate medium and thin platy structure; friable; common roots; medium acid ; clear wavy boundary. ~&B-10 to 18 inches; pale brown (lOYR 6/3) tongues of silt loam (A2) ; weak thin platy structure; yellowish brown (10YR 5/6) silt loam (Bt) ; moderate medium subangular blocky structure; common medium faint light brownish gray (10YR 6/2) and common medium prominent brownish yellow (10YR 6/6) mottles; friable ; few roots ; strongly acid ; clear wavy boundary. '_IB2t-18 to 25 inches; brown (7.5YR 5/4) loam; common medium distinct light brownish gray (lOYR 6/2) and many fine and medium prominent strong brown (7.5YR 5/8) mottles; moderate medium sub- angular blocky structure; firm; few roots; about 5 percent coarse fragments by volume; thin patchy clay films; strongly acid; clear wavy boundary. IIB3-25 to 32 inches; reddish brown (5YR 4/4) heavy sandy loam; few fine prominent light brownish gray (10YR 6/2) and few fine prominent strong brown (?.5YR 5/8) mottles; weak medium and coarse sub- angular blocky structure ; friable ; about 10 percent coarse fragments ; strongly acid; clear wavy boundary. IIC-32 to 60 inches; yellowish red (5YR 4/6) sandy loam; few fine and medium distinct strong brown (7.5YR 5/8) mottles; mas- sive; friable; about 5 percent coarse fragments by volume; medium acid. ~e solum ranges from 30 to 42 inches in thickness. silty mantle is 15 to 30 inches thick. In uncultivated ~.s the A horizon is black and 2 to 4 inches thick. In ivated areas, the Ap horizon is dark gray or dark rish brown and 6 to 10 inches thick. lie IIC horizon is a sandy loam or light loam. The and IIC horizons are 5 to 20 percent coarse frag- ~ts. The B horizon is strongly acid and the C horizon odium acid. t gnor soils are near Adolph and Freeon soils. They Slightly better drained than Adolph soils and lack ay colors typical of Adolph soils. They are more drained than Freeon soils. Magnor silt loam, 1 to 6 percent slopes. This in drainageways and depressions of ground es. Most areas are oblong or elongated and range 5 to 120 acres in size. uded with this soil in mapping are small areas of and Freeon soils. soil has a seasonal high, perched water table at of 1 to 3 feet. Runoff is slow, and the hazard of is slight. The soil is ponded or flooded in some `'during wet seasons. Shallow surface ditches, .`diversions and waterways help remove runoff ;Tile drains help lower the perched water table. 39 Where file drainage is used, loose sand can enter file lines unless precautions are taken to prevent this. Most areas of this soil are used for pasture and woodland. Some areas are in corn, oats, and hay. Where excess water is removed and filth is maintained, this soil is moderately well spited to most crops. Capability unit IIw-4 ; woodland group 202. Nickin Series The Nickin series consists of gently sloping to moderately steep, well drained soils on ridges and foot slopes of sandstone uplands that are covered by a thin mantle of glacial till. These soils formed in silty sedi- ment and the underlying loamy glacial till that in turn are underlain by loose sand weathered from sandstone bedrock. Native vegetation was prairie grasses or oak savanna. In a representative profile the surface layer is about 11 inches of very dazk brown silt loam. The subsoil is about 23 inches thick. It is dark brown, friable silt loam in the upper part and dark brown, friable and very friable loam and sandy loam in the lower part. The substratum, to a depth of about 60 inches, is eery pale brown sand. Available water capacity is moderate, and perme- ability is moderate in the subsoil and moderately rapid in the substratum. Natural fertility is medium. The organic matter content of the surface layer is high. Most areas of these soils are cultivated. The gently sloping and sloping soils are used for corn, oats, and alfalfa. The moderately steep soils are used for hay, pasture, or woodland. Representative profile of Nickin silt loam, 6 to 12 percent slopes, eroded, in a cultivated field, 2?0 yazds east and 220 yazds north of southwest corner of SEtI~. sec. 36, T. 30 N., R. 18 ~V.: Ap-0 to 8 inches; very dark brown (lOYB 2/2) silt loam, high fine sand content; weak fine and medium subangular blocky structure; friable; many roots; slightly acid ; abrupt smooth boundary. A12-8 to 11 inches ;very dark brown (lOYR 2/2) silt loam ; weak medium and fine sub- angular blocky structure ; friable ; many roots; slightly acid; clear wavy boundary. B1-11 to 16 inches; dark brown (7.5YIt 4/4) silt loam; weak medium and fine subangular blocky structure ; friable ; common roots ; slightly acid; clear smooth boundary. B21t-16 to 23 inches; dark brown (7.5YR 4/4) h- T" silt loam ; moderate medium sub- C ~/ ~ angu az blocky stricture; friable; com- h~S mop roots ; thin patchy clay films ; medium acid; clear wavy boundary. IIB22t-23 to 29 inches; dark brown (7.5Yx 4/4) loam, high silt content; moderate medium and coarse subangular blocky structure ; friable ; common roots ; thin patchy clay films ;about 15 percent gravel by volume ; strongly acid ; clear wavy boundary. IIB3-29 to 34 inches; dark brown (7.5YR 4/4) s~nd~loam ; weak medium and an az IOCK sLrnCLUr ----- ~=L.-` common roo ; a _u 5 p4*-rp*- ^~~°' '"' ,auz alnaapouc :lualuoa IIIS u~tu ~p ~g•L) unnoaq : saltaut tit of L-'ITZg •Baspunoq uloouxs tan uznlpauz : slooa uouzucoa : atgn }anals ~xaotq antn,~ungns n~uol stul olut pualxa (Ig) /P '~i~g"L) untioaq : aanlanals ~paul alnaapoul . (tip) lualuoa lies of (8/g '2i1~0i) umoaq : saltaui L of ~,-5~8~' •~faspunoq ~dnags : p[as ~tlu~iis : slooa uoul ~nta~ : satnusa.~ uznipauz ~Inann of aanlanals ~~taotq antn3usgns uzn :ann :lualuoa ltts ItStu `uxnot (ti/P umoaq Itst~fsa8 ~[anp : sauaut g of 0-d~ tit 6i "2I `"N OE 'y `gT 'gas `~/i~S ~o aauaoa Isam o ulnos spas~f OOT Pus Isla spank 008 `papo ca luaaaad tit of g `xatduzoa o$tlu~-stulnup I° uloa; `uznot niulnu~ ~o atgoad antlnluasaada~ •spoonn pun aanlsnd ut s daals pus daals ~talnaapoy~ 'n~in~in Pus `s~.no aan sttos ~utdots of ~utdots dilua~ aul ~o IsoIN. •ulntpauT st ~flttilaa~ InanlnN •tanna~ I~us it ut ptdsa pus ttosgns aul ut alnaapoul st ~ItTlgs pus `alsaapoul si ~fltandsa aalnnn atgntinn~~' •tanna~ pus puns umoaq ~uoals si `salt gut ~n ~o uldap n o3 `uznl~ealsgns guy 'land aa:~not ulnot puss atgnta~ ~faan `umoaq pun land aan [dn ulnot atgnta~ `unnoaq st II '~tatul saltaut gti In'~gs ins guy •uxsot unnoaq ;o saltaut ti Inogn st a~ ~fnt ;qns guy •uTnot umoaq IlstBna.~ ~tanp to sagas ~i g st aaBst aas;ans aul atgoad antlnluasaadaa n I:I •Kno paa pun `atdnuz al.~ns ~Ilunn ~fiulsuz ssm uotlsla$an antlnN 'tansa~ pu :q ulntaapun sttos ~Cuxsot aan asauy 'suistd Itssn~.ln ;o seacn pus sulntd usnnnlno uo sttos pautsap [ia o~ ~utdots ~ftlua~ ~o slsisuoa sataas ntuxnup al.;y •uaoa ;o lunouzs paltluit s pun `n3in~in `slno of palms st tios ally •palsntltna aan ttos siul 3° snag a ~ x°~ ui I P° st uotsoaa ~o paszsu aul Pus `IUntpaul stusu3 a.xoul •luaaaad tiT ao luaaaad g usltl ssat gas sadots aaaltm snags mad s pus `ulnnptsaa auolspuss aul uc gas spunq ~fa~fsta aaaun~ snaan mad s laa~ g ao g Inogs 3° uldap s Is Kaoapaq auolsauTtt ~q utniaapun si ttos aul aaaltm snags ma; g gas papntaut ost~ 'silos llamar pus pustay ~o ssaaneaa~n~ mad s pus `uzsot ~fpuss aug st aa~fst aan~.I~s as n auu snaan auTOS aan ~utddnux ut ttos stul ul• P P i I •sataas aul ;o antlnluesaadaaosn P~o~ aa~uBippus aul snu Itos stay •azis ut sagos Oti I Boa a au suss paln.~uota ao ~uotgo aan snags Isoy~ '~[ P q °I P uzoa paaattlnam puss ~q utntaapun st pus sauia ao a punoa~ 3o sadois look pus sa~pix uo st lion stay 'p p ~aadote laaaaa tij oI q tusol itta ut~ai~ Z~aK •dnoa~ pustpoonn n o pauStssn lou : ~-aII Itun ~ltitgsdn~ •Iuauxa~susul pooh ~o saolas~ Iunlaodult gas aanlanals Itos ,~ututnl -uisuz pus uotsoaa ~utttoaluo~ 'agog ao~ pasn ~tluanbaa~ st II 's3in~in Pus `slno `agog of palms oasnaalnlls Ti~tm st Itos guy 'l~lneilina aan ttos stltl ~ •IUBIts st uotsoaa ~o panznu aul Pus `snots st young •luaaaad g unltl aaouz ao luaaaad ti unltl ssat gas sadots aaaltnn snags ma3 s Pus `uxnnpisaa auolspuss aul ut aan spunq ~fa~fnta aaalt aoa a n auomsaulli ~fq`lucst 9 0l g Inogn 3° Itldap n In K P q I -aapun st ttos aul aaaltn~ snags ttnucs nna~ s a a~P~ a isaa ost~7 •s~snna~nuisap ut silos utKatN u~ t ue ~I o Is~aas -pout ~o snags pus `silos llamap P P i ~' ~ IIsuzs mad s `uxsot ~fpues aug st aa~fnt gas ins au n auu~ n snags autos gas ~uiddn Si sj si Itosi ns aul punpaaKalul o •aaKatltl ~ilu i q nn st atlunux ~fltis aul `paaotoa aa~asp pus .xaxatul ~tlu~tis sI aa~nt aan~ans aul Inq `sataas au} ;o antlnluasaadaa sn pegtaasap auo aul of anttcuts atgoad s ssu ttos stay I sagas Og of OI uTOa~ exusa saiaa5 stui~suQ azis u, n~ gat ao ,~uotgo gas snaan Isoy~ 'K~a •dnoa.~ puntpoom n of ssn lou : ti-,aAI Stun ~lttigndn~ •luauxa~nusuz pooh lan; lusl.IOduxt us st uotsoaa ,~utttoaluo~ •aarilsrd :su of palms ttann ~ftalsaapoul st Inq sdoaa nn.oa of s ~taood sI Itos stay 'papoonn aan snaan auloS 'past ao aanlssct ao; pasn aan Itos siul ;o snaan Isojj~t, gas st uotsoaa 3o panznlt aul Pus `pidna st ~oa:ng •luaaaad 0~ usltl aaoul ao luaaaad ~I unl~l ssat ;adots aaaunn snaan ttnuzs ma; s gas papntau~ ost~ °, anal aaouz 3o u~dap s 3s Kaoapaq auolsai:utt ~q :apun aan Inul sttos ~o swan ttnuzs n1a; n pus `ulnot ;s st aa~fst aan~.Ins aul aaau~n snaan nna~ n `1-~apoaa Inas st ttos aul aaaunn snaa~e xanuoa Ilnuls pus sttou~t eggs itnuxs aan ~utddnut ut ttos stul ulim Papn [auI •aauutul aan Iiosq iIS pun euI ~ltis aul Pun `paaotoa aaluSti pus aauutul ~ [lug?is a~fnt aas~ans aul Inq `sazaas aul ~o antlsluasaadaa ~agiaasap auo alt3 0l asttults atT~oad s ssu ttos ~tuy •azis ut sagas 08 0l 'y uloa~ na pun punoa ao pals~uota gas snaan Isoy~ •spuntdn }spans o sttouK pun sadotsuieo~ut aisi Itos sclty poaa °sa~ote luaa.xad pti oI Zi ` I •dno.~ pii:Qpoonn acl~ISSn lou : ti-aIII Stun ~lttigsdn~ •luauza~nunul I uotsoaa ~uI} ioaluo~ pun adsus ut ant a a auo s ass uzoa~ paaaltlnann puss ~q utntaapun aan -p q I P o sad Ia uo aan Itos stul ~o snags Inul saulnaoul punoa~ ; P~LUeo ,~ ~e ui a~ --gal~i ISO •sadoie ~uaa.iaS os our a u ul uozt,~o ~ paaotoa aa~tanp `aaxalul an~it ~ cauy silos IlaMapluu suoziaou asa I anal ~nio Pun Puss ssat sutnluoa u lu s Tos ~ supun aa~talul sI Inul uoztaou ~ un ann Ufa y ' [. I°itid ~o suoztaou ~ pus g aul anal IannaS ssat sutnluoa uoztaolt ~ ataltl Pus lies ssat sureluoa uoztaou g ataus 'sttos I°tiid Pus `llan~ap `punta~ anau gas stptas iunipauz sI uoz n `Ian ~ ~uoa s of Ptas ~fi3 uoiis sI uozl a • aan g us as ux ° ul -puns paluauzaa IKnann q utntaapuri st pun aulolsaa s uzoa paaaltlnam puns si uoztaolt ~ guy •sauo sa oa ~ iq ad uaaaad gi of g st uoztaolt SII us pus sa q I xalltl sauaul Oti of Oi ulnot ao uznot Ills unnoaq Kanp ao `umoaq Kanp Haan `Kantq si uoztaolt y guy •~Iatltl sauaut 08 0l gi st atlunul ~fltis aql saantd Isoul uI •ssauKatul ui saltaut 68 0l SZ uzoa~ saSuna uxntos guy 'plan uxntpaul : asoot : pauisa~ at~uts . p= u s~ (8/L 2i~01) unnoaq atnd ~faan : saua ~a puri a ~8-~JIII I P .. Bnsnn Idnags `.plan ~ft~uoals : auxnton i ~~ ~o aolan~ Iunlaodult us s, A~A?IRS 'II05 OP . . ,, ~~t l~- Paroei ID # Pam ^ ~n8 l3oring # ~, Pit Ground surface elev,~~" ~ ~- Death to r raaor in. SaN Rate Horizon Depth Lbminant Redox Description Texdae Stnx~e Consistence Boundary RaoM GP D1fF in. MunseB t]u. Sz. Cont. Color Gr. Sz. Sh. 'Eti#1 'Eff#2 rt~'1-` oa~" ~ ~' ~ ~~ _ - , ~ # ^> 112.,, ~ ^ Pit Gnwnd surface elev. 8. Depih to raniting factor in. Sod Rabe Horizon Depth Dominant Redox Desai~ion Texhne Shucdae Consistence Boundary Raots GP DIfF tn. MunseN t1u. Sz. Cora. Color Cx. Sz. Sh. 'EB#1 'Eft#2 oeo~# ^ ^ Pit Grand surtace elev. ft. Dapftt to raruting racbor in. sod Rye Horizon Depth Dominant Redox Desa~tion. Texdrre Str+rcWte Cor~stence Botmd~r Roots GPDAF in. Mures Qu. Sz Cora. Color Gr. Sz Sh. 'EB#1 'Eif#2 ' Effluent #1 = BODs > 30 <_ 220 mglL and TSS >30 < 150 mglL ' Efliuent #2 = BODs < 30 mglL and TSS < 30 mglL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-2648777. ssaa~ocR-~o- ~~ ~~ ,. Soil Test Plot Plan ;~ Project Name P.C. Collova Bldrs. Inc. Shaun Address P.O. Box 487 Somerset Wi 54025 M #226900 Lot 12 Subdivision Crick Bolton Dat 12/4/02 1 /4 NE 1 /4S 18 T 29 N/R17 W Township Hammond Boring 0 Well PL Property Line County ST. CROIX VRP Assume Elevation 100 ft.= Top of Survey Iron ~- 3ystem Elevation 96.8' *HRPSame as Benchmark It. BM --Top of 2" Pipe @ 100.0' ~- 205'Pronertv Line .M.g .M. 30' _$ 1= 30' Tested area has 0% Slope 50' B-3 100' .~ a 00 Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4.Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 Contingency Plan O tion #1. If system fails, determine cause of failure, use alternate area and install new system in tested replacement area. Op ' n #2. Install system at a lower elevation, by removing chambers, removing biomat, an install new system. Op ' #3. No adequate area is suitable for replacement area, and system elevation cannont be lowered. Install holding tank as last resort. 3. Replace any other failing components as needed. Plumber: Shaun Bird 715-246-4516 St. Croix County Zoning 715-386-4680 Pumper Tom Mondor 715-246-5148 Shaun Bird #226900 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer P. C. Collova Builders, Inc. P O Box 489 Somerset, WI 54025 Mailing Address Property Address ~ ~ ~ } ©~, ~ ~~ ~~~ (Verification required from Planning Department for new const~uctio~~n) City/State 6~ ~ ~ parcel Identification Numbe~{~~!~ LEGAL DESCRIPTION Property Location %,, ~~. r/s, Sec. ~, T~N-R~~, To~ Subdivision ~ ~2c~o3- i2- ~~ 9°~ Lot # ~. -- -~ ~ Certified Survey Map # ,Volume ,Page # Warranty Deed # _ ~ ~~~ ~ Volume Page # Spec house yes ^ no Lot lines identifiable~F~~s ^ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result is 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 Zoning Department a certification form, signed by the owner- and by a masterplumber, journeymanplumber, restrictedplumber or a liceasedpumperverifyingthat (1) the on-site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 da o the a ar expiration date. P. C. COLLOVA BUILDERS, INC. 3 /IO / O~{ SIGNA OF APPLICANT (715) 247-2742 DATE P.O. Box 489 SOMERSET, WISCONSIN 54025 OWNER CERTIFICATION I (we) c 'fy that all statements oa this form are hue to the best of my (our) knowledge. I (we) am (are) the owner(s) of d s bed above, by virtue of a warranty deed recorded in Register of Deeds Office. P. C. COLLOVA BUILDERS, INC. ~ ~ SIGNA OF APPIICANT (715) 247-2742 DATE P.O. I3ox 488 ~~A~IrRSE7, WISt±ONSIN 54025 ****** Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. ****** r" ** Include with this application: a stamped warranty deed from the Registec of Deeds office a copy of the certified survey map if reference is made in the warranty deed t r U 1950P 52.81 ~, STATE BAR OF WISCONSIN FORM 1-1998 I WARRANTY DEED I _ Documt;,rtt Number t This Deed, made between John J Dalton and Carolyn G. Dalton, husband and wffe .Grantor, and P. C. Cdlova Builders. Inc. .Grantee. Grantor, for a valuable oonsideratlon conveys to Grantee the following described real estate in St. Croix County State of Wisconsin (the "Property'): 687^c4Z KATNLEEB R. MALSH REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR RECORD 08-16-2002 4:.00 AM E>tDPT tt ~ REC FEE= 13.00 TRANS FEE: 1155.00 COPY FEE: CERT COPY FEE: PAGES: 2 Area See Exhibit A attached hereto PI C/Colbva Bulldeta, Ina. x +~,jpttt AvMUe mood , WI 54013 t~ O)8-1039-20-•000 / 018-1039-LO Of 018 1039 80 000 Percalldentlfleatlon Numbet(PIN) Thla la not homestead property. (is) (Is not) Together with all appurtenant rights, tfve and Interests. none Grantor warrants that the title to the Properties good, Indefeasible in simple fee and free and clear of encumbrances except Gated this 15th day of Auoust• 2002• (S~) /j A~_ (SEAL) / /. .f.e~~ /•Y/ i • hn J. Iton arolyn G. alton (SEAL) (SEAL) A IO~~~C ~ ~,TE OF WlSCO~ Slflnattue(s) .~~~~ cr~~ ~ tN'A authentkated tftb ~~ ~C TITLE: MEMBER STATE BAR OF WISCONSIN (If not, , authorized by §706.06, Wis. Stets) THIS INSTRUMENT WAS DRAFTED BY Coldwell Banker Bumet 1301 Coulee Road Hudson, WI 54016 22470 (Signatures may be atnhentlcated or acknowledged. Both are not necessary.) Wwr„ee of oeraens sfanlna in env CanaClN must be typed ACKNOWLEDGMENT State of W(sconsin, } ss. sc cr~~t county Personalty came before me this 1~`jti day of Pucwt ~,Q03 the above mad J a and arol 0 Iton an nd Wif . ~ w5-~i ~ Notary Public, State of Wlswnsin My commba)on b pe anent. (If not. state expiration date: rJy ., their STATE BAR OF WISCONSIN yyA~ANTy pEEp FORM No.1-1998 Wisconsin Legal Blank Co, Inc. Milwaukee, Wis. e~,I.CG~ P.~ N-~ ~V E c2~boK C o l~ 2 -- --- ---.....~.o...:: part of the NE'/. of the NE '/, and in part of the NW '/. of the NE Y, and in part of the SVtl.'/, of . the NE ~/. of Section 18, Township 29 North, Range 17 West, Town of Hammond, St. ~rotx County, Wisconsin and more partkulaAy described as: Beginning at the Northeast comer of Bald Section 18; thence S89.33'31"W 372;01 feet along ~e North Ilne of the NE'/. of said gedlcm 18~ thence S89'33'31"W along the North Tine of the NE '/, of said Section 18 775.94 f9et; tlyance S00°52'23'E 250,00 feet; thence S89'33'31M/ 966.24 feet; thence S00°52'23"E 420.00: feet; thence S89°33'31 °W 528.00 feet; thence Sop°52'23'E elon of said Section 18 1311.77 feet; thence N89'33'39"E 626,33 feet then N00°°31'25 ~3~0 23 feet; thence N89°33'24"E 692.78 feet thence N00°S2'23"bl/ NE'/. 330.31 feet; thence N89°33'24"E along the South ltne~ a NE~/.8ofithe NE s 94g Og the thence N00'S2'24"VI/ 1321.19 feet t0 the Point of Beginning. feet; i .:: . ~~ ; . . ~~ ,. ~; ; ~:: :,, .~.t :. ~=j'~ fit{;KSt • :, ~ . , ~ ; ;, ' as: . i. ''4 ~' .. ~ y ~ ... ~~. ~ ~ ~1;~ .. it CATION MAP NOT TO SCALE) TION 18, T29N, R17W, OCATION o NORTH 1 /4 °' ° CORNER, ~ • ~ rv'v SECTION 18, °° w T29N, R17W. U. S. HVY'f 12 -ER,ENCED TO THE NORTH ~T 1 /4 OF SECTION 18, ~ AS N 89'33'31" E. CONSTRUCTED IN PROXIMITY .NTS SHALL HAVE A ~JDOW WELL ELEVATION NOT T ABOVE THE HIGH WATER 205.03' LOT 12 9 6 S.F. 2.26 Ac. UNPL " TTED LANDS N 89'33'31" E 5~b.v.,~ 206. ^'' I --- - 1 LOT 11 98425 S.F. 2.26 Ac. ~o 0 IfV A V Un v I i ~~~ L80 ~ 101 B' O f 80' TEMPORARY CUL-DE-SAC EASEMENT. TO BE REMOVED UPON WESTERLY • EXTENSION OF ROADWAY. S 88'28'50" E 125.36' N e °0 86.54 cr o t O~ N ~ ~3. ~. 206-_~ ~.. . N ~~ Z ~ Z ~r f ".~ J Irn ~ N ° vw D ~ Ir Z I° L - - 3~ 206.00' __ 37" W 412.32' u - - - a~- ~37• E 412.32' ~ w •Q0~ ~ i~62 154.00' -- ---~ ~ r --~ I I~ ~ N LOT 14 N ~`'= 67497 S.F. N !o ~ N I ~' LOT 15 IV ~ 67405 S. F. Iw _ .