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HomeMy WebLinkAbout020-1439-39-000t_r~;;,,` ST. CROIX COUNTY ~~' ~'=~-~---- WISCONSIN r ~ ., - -, ~ ~,,` ,,,~„u~~~-,-_ ~~~~s 7.ONING OFFICE - ST. CROIX COUNTY GOVERNMENT CENTER '" - ~. _ ~-~_---~= 1101 Carmichael Road - _~-_ " Hudson, WI 54016-7710 (715) 386-4680 • Fax (715) 386-4686 EROSION CONTROL PLAN Parcel #25.29.19.276 Site: 766 Kilt Court, Lot 39 Indio Ponds (Hudsonl - Owner(sl Under St. Croix County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." Wisconsin Admin. Code Comm. 21.125 requires the building permit applicant and/or landowner to follow erosion control procedures and maintain them until the site has been stabilized. The Owner is responsible for notifying all contractors performing construction on this site that an Erosion & Sediment Control Plan (ESC Plan) is in effect and the following activities will be required in order to maintain compliance with the plan: The primary source for construction site runoff will be the house foundation excavation, driveway, and any soil stockpiled until final grading and stabilization is complete. Septic system excavation/installation creates additional temporary disturbance, but establishing cover on exposed soils will prevent erosion. At a site inspection on 4/6/04, house construction has been underway with no specific control for runoff from soil stockpiles at the top of slope overlooking the adjacent pond. Temporary cover and/or sediment control barriers downslope of the soil stockpiles must be installed immediately. 2. Route contaminated runoff into stabilized vegetated buffer areas by creating temporary diversions graded ALONG CONTOUR between excavated areas and any drainage ditches or waterways (see attached detail for construction of temporary diversions). Make sure no concentrated flow of construction runoff is directed toward the pond. This would be a simple method of containment between house and the >20% slope down to the pond. If builder/excavator grades the site to create temporary diversions (see #2) to contain sediment and leaves adequate vegetative cover to protect areas of concern, installation of silt fence MAY not be necessary. Silt fence or other approved sediment control products will be required if sediment cannot be contained on owner's property with use of diversions and vegetative buffers. The Building Inspector or POWTS Inspector will evaluate ESC plan effectiveness and make recommendations to owner for any action required to comply with applicable regulations. A follow-up inspection will be scheduled with Gary Zappa. 4. Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. This helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 5. Stabilize all disturbed areas with topsoil cover, seed and mulch immediately after final grading. If weather does not permit seed germination, a heavy straw mulch cover will prevent erosion until grass/vegetation can get established. On steep slopes or areas with little topsoil cover, erosion control matting can be applied any time of year and if installed properly, will provide protection even if seed germination is delayed. The owner of record during site construction will be responsible for compliance with the ESC Plan. Please feel free to contact me with questions regarding erosion & sediment control installation. Prepared by: Pam Quinn, Soil Erosion Inspector #665454 Owner acknowledgement of ESC Plan requirements: _/ /2004 RECEIVED APR 1 2 2004 James E. Rusch 250 West 2"d St. ST.CRO~xCQ11NT~ ZONING OFFICE New Richmond, WI 54017 April 11, 2004 Mr. Rod Edinger St. Croix County Zoning Office 1101 Carmichael Road Hudson, WI 54016 Re: Indigo Ponds Grading Permits Letter of November 25, 2003, envelope dated April 7, 2004, sent to James R. Hill Dear Mr. Eslinger, Thank you for your notification of the necessity for grading and filling permits for some of the lots in Indigo Ponds. Judging from the red-ink freehand writing, this might have been sent to me by Ms. Pam Quinn. I am including a copy of your letter with this for your information. My~apology for any inconvenience which this may cause. I am also returning the two original forms to your office since neither myself nor Rosamji, LLC, are owners of the lots in question. We are not house builders and have contracted with both American Classic Homes, 3620 Kinship Grn, Stillwater Township, MN, 55082; and Landsted Homes, 431 2"d St., Hudson, WI 54016, to be the exclusive builders in Indigo Ponds. As the builders, they have the proposed house plans and proposed grading plans, and it is they who apply for the building and sanitary permits. I will be on site at Indigo Ponds on Monday, April 12, and so will forward a copy of this letter, a copy of your letter of November 25, 2003, and a copy of the original permit which was enclosed with your letter, to both of the builders. I hope this is sufficient for your office. If there is anything else which I should do, please contact me at the above address, or at 139 Airport Road, New Richmond, or at (715) 246-9889, or at (715) 246- 9571, or via fax at (715) 246-9974. To send any correspondence about Rosamji or Indigo Ponds through James R. Hill, Inc. simply delays the process. On those projects of the James R. Hill Company for which I am the surveyor, but not the owner, future correspondence should be directed through that office. Thanks for your consideration. Sincerely, / ~~ ~~,~ r~ames E. Rusch RLS 137b CC: Town of Hudson; Brian Wert; American Classic Homes; Landsted Homes; file -,, ~'~~ r~r.~i*. `. 1.~ 1,birv:r. .....r`` , .,. ~~ ~~... November 25, 2003 James Rusch James R Hill, tnc 2500 W County Road 42, Suite 120 Burnsville, MN 55337 ST. CROIX COUNTY WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 (715) 386-4680 • Fax (715) 386-4686 °E: Shoreland Zo~~'sny District,` Indigo Ponds Subdivision Dear Mr. Rusch: Certain lots of Indigo Ponds may require a County Special Exception Permit for filling and gr ing d to their location in the Shoreland Zoning District. The lots include: 36, 7 38 39 40, 41, 45, 46, 47, 49, 50, 51, 52 and 53. Lot 53 is currently un r revs for further subdividing. If the building site is located within 300' of the Ordinary High Water Mark (OHWM), has direct surface water drainage to the ponds and exceeds the grading limit that is allowed by ordinance in the Shoreland area, a Special Exception permit will be required prior to commencement of construction. Affected lots whose building site is beyond 300' from the OHWM of the ponds will not be required to obtain a Special Exception permit. Please note that on these lots an erosion control plan must be reviewed and approved by the Zoning Office befor a is dTfZ~~T aka ry perms or a particular lot. It is preferred that the erosion con ro p an and the sanitary application a su mi e~dto the Zoning Office at the same time to better coordinate our review. If you have questions or concerns, please feel free to contact this office. Si rely, Rod Eslinger Zoning Specialist RErh CC: Town of Hudson, Brian Wert file ,,~~.~ ~~ ~ ~~I~~ RECEIVED APR 1 2 2004 James E. Rusch 250 West 2na St. New Richmond, WI 54017 April 11, 2004 Mr. Rod Eslinger St. Croix County Zoning Office 1101 Carmichael Road Hudson, WI 54016 ST. CROIX COUNT ZONING OFFICE _ Re: Indigo Ponds Grading Permits Letter of November 25, 2003, envelope dated April 7, 2004, sent to James R. Hill Dear Mr. Eslinger, Thank you for your notification of the necessity for grading and filling permits for some of the lots in Indigo Ponds. Judging from the red-ink freehand writing, this might have been sent to me by Ms. Pam Quinn. I am including a copy of your letter with this for your information. My apology for any inconvenience which this may cause. I am also returning the two original forms to your office since neither myself nor Rosamji, LLC, are owners of the lots in question. We are not house builders and have contracted with both American Classic Homes, 3620 Kinship Grn, Stillwater Township, MN, 55082; and Landsted Homes, 431 2°d St., Hudson, WI 54016, to be the exclusive builders in Indigo Ponds. As the builders, they have the proposed house plans and proposed grading plans, and it is they who apply for the building and sanitary permits. I will be on site at Indigo Ponds on Monday, April 12, and so will forward a copy of this letter, a copy of your letter of November 25, 2003, and a copy of the original permit which was enclosed with your letter, to both of the builders. I hope this is sufficient for your office. If there is anything else which I should do, please contact me at the above address, or at 139 Airport Road, New Richmond, or at (715) 246-9889, or at (715) 246- 9571, or via fax at (715) 246-9974. To send any correspondence about Rosamji or Indigo Ponds through James R. Hill, Inc. simply delays the process. On those projects of the James R. Hill Company for which I am the surveyor, but not the owner, future correspondence should be directed through that office. Thanks for your consideration. Sincerely, -- -~ ~ ` r,,/James E. Rusch RLS 1376 CC: Town of Hudson; Brian Wert; American Classic Homes; Landsted Homes; file ~ 2y74P 117 STATE BAR OF WISCONSIN FORM 2- 2000 WARRANTY DEED THIS DEED, made between Rosamji, LLC , a Wisconsin limited liability company, Grantor, and American Classic Homes, LLC, Grantee. Grantor, for a valuable consideration, convey an warrants to Grantee the following described real estate in St. Croix Cotmty, State of Wisconsin: Lot 39 Plat of Indigo Ponds in the Town of Hudson, St. Croix County, Wisconsin. Recording Area 74964 KATHLEEN H. NALSH REGISTER OF DEEDS ST. CROIX CO. , MfI RECEIVED FOR RECORD 12/15/2003 09:45A![ WARRAN~TYT # EED REC FEE: li. 00 TRARS FEE: 986.00 COPY FEE CC FEE: PAGES: 1 ame and Return Exceptions to warranties: Hu n, WI Easements, restrictions and rights-of--way of record, if any. 41 827 020-1069-50-000 Parcel Identification Number (PIN) This is not homestead property. Dated this 10th day of December, 2003 . ~` Rosamji LLC B l/ Gt;"t.~ B * andra M. Gehrke, partner * M u artne AUTHENTICATION Signature(s) authenticated this 10th day D1ANE M• BARRON * . _ _ ,.~ ~nr~rnn3111 TITLE: MEMBER STATE~,~ (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Edina Realty Title -Doug Berg 400 South Second Street #115, Hudson, WI 54016 (Signatures may be authenticated or acknowledged. Both are not necessary.) "Names ofpersons signing in any capacity must be typed or printed below their signature ACKNOWLEDGMENT STATE OF WISCONSIN ) ST. CROIX COUNTY. ) ss. Personally came before me this December 10, 2003 the above named Sandra M. Gehrke, Partner of Rosamji, LLC and Mary R. Rusch, Partner of Rosamji, LLC to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. i----~ *Di anon Notary Public, State of Wisconsin My cotnnvssion is permanent. (If not, state expiration date: 11/19/2006 ) WARRANTY DEED STATE BAR OF WISCONSIN FORM No.L21100 1 msir~Department of Commerce PRIVATE SEWAGE SYSTEM ., and Buildiny~'Division INSPECTION REPORT GENERAL 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 Rosam~i LLC Hudson Townshi ;ST BM Elev: ~ Insp. BM Elev: BM Description: . o CR~•v ~ ~- f~Z"Q~L - CSI. ~3vw# I SANK IN ORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic Dosing ~I r o- iav r) Aeration w ~ - r Holding TANK SETBACK INFORMATION TANK TO P/L WELL ~ BLDG. Vent to Air Intake _= ROAD Septic / 8 f ~---~ D~ ~' ~ ~~ 30 l Aeration tt ~ , Holding PUMP/SIPHON INFORMATION Manufacturer L D and Ems-Lam'!.- P Model Number ~ ~~Z C~n~ Lift Friction Lo System Head DH Ft Forcemain Length f pia. ,~ Dist. to Well ~ 2 SOIL ABSORPTION SYSTEM I ~ ~ ~,,,~,~,~~ County: St. Croix Sanitary Permit No: 430420 0 State Plan ID No: Parcel Tax No: 020-1439-39-000 Section/Town/Range/Map No: 25.29.19.2765 STATION BS HI FS ELEV. Benchmark w~ndo-kl -~' oo d 3. GZ y~.92 ~ Bldg. Sewer ~.Qj~~ • ~. a ~z• St/Ht Inlet ' SUHt Outlet /~~ qZ• D r Dt Inlet I~-e/ t ( Dt Bottom =rots .,~, g9.i Header/Man ~ I• /J K~ D' ipT S Bot. System final Grad $'s ~-9l St Cover ~ ~0.5~/ t qs gu~~ I ~ • Kl 06 •~r r~ .o t' i ~~ Ib.(, .l ~ ~EBi ENCH DIME Width 3 I Length ~ 8, Z 5 O No. Of Tre ches 3, PIT DIMENSIONS No. Of Pits nside Dia. Liquid Depth SETBACK INFORMATION SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING CHAMBER OR Manuf,~c turer: Y!I 00 ~ ~- T Of S ype ystem: C,.,~ ~. ~ ~ Iz f ~ r~ ~ ~ r~ / ~ 3vls UNIT Model Number: ~ , o DISTRIBUTION SYSTEM ~' Header/Manifold (,( ~S Distribution Pipe(s) x Hole Size x Hole Spacing Vent to Air Intake Length Dia Len pacing SOIL COVER x Pressure Systems ~nlv xx Mnund Or At-Grade Svstems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes ` No Yes No COMIV~~TS: (Include code discrepencies, persons present, etc.) Inspection #1: y / I ~ / D ~ Inspection 2: LocatiNNOn~: 766 Kilt Court Hudson, WI 54016 SE 1/4 NE 1/4 25 T29N R19W) Indigo Ponds Lot 9 Parceo: 25. ~ ~ of ,~Qet~-, ~ ~ l r..lc e.61w'S ~/ ~ ~-U L 1.) Alt BM Description = Q ~~~ ~ n ~~ ~~~~-mil ~~ ~ 2.) Bldg sewer length = y3(>le _f2, w<^reew / /4~ '\ ~ s ~~ "•/ -amount of cover = ~ ~ •• 1, ~ ~ •Vy ` `1F~ (D •S~ r 'S, 9 / __ -_ ~` 0,4,$ Plan revision Required? Yes No ~, p t( ~7~ ~ 1~'.~ ~ Y'9~ Use other side for additional information. ~'`"`' ~ ~ r ~ ~s~~ SBD-6710 (R.3/97) Date Insepc is i n ~~~j i ~Gt~c~,-vr~- ~ G S 65~ ~t o to •S3 ~S. ~ •- 6~ ~b 1 ~J' ~l~ `~ 9~~. •t~~ ~i n fA p I ~ ' ~ ~; ~ I ~ 0 0 1 I ~ 3 I I 3 I I Z Z j Z Z Z j Z ~ I O? .~ Z Z j Z Z Z j Z I O O m 0 m O O m 0 co W O ~ y O O m 0 m O O In O m I m m o ~ m 0 ° l I m m o ~ ~ o N I ~ fD 0 ~ (D ~ N O ~ -~ r I fD ~ CD O ~ N ~ fD O ~ 7 7 > > (7 ~ 7 7 , 7 a I ~ a n ~ I ~ H a a a a ~ y ~ ~ '~ c/~ Z I ' cn Z D ' cn Z cn Z D A a ' U) Z ' cn Z D cn Z cn Z D ~ D D y ca co D w D ~' a o a D ~ co D ~' ~n D ~ D y > I a > ap o ~ a ' pp n .. c ~ O o ~ W a ( ~ a ~ W a ~ I o . ~ o "' o . ~ o ~ o a . a ~~ o 0 . 0 J O O O O N i ~ O O O O p I ~' ~ I ~ ~ ~ c I m m~ m -n ~ ~~~ rn l T m -fl 'n m~ I w m 3 nfDi d~ ~ N~ I o0i d~ •001• .o°'» ~ ~ I ? a s ~ v ~ v o I ~ ~ a. >- ~ o- !~/ N ~ t7i vZ ~ w ~ y uZ ~ ~ ~ y ~ I ~ ~ 7 fD 7 (D 7 (D 7 tD ~ S1 7 ID 7 N N 7 fD I ~ 0 0 0 0 m .. -~ ~ -~ -~ n a a 3 a a I n I n a C W Z I amp amp ~ o o I ~ ~ ? amp am p I < O ~ N N N < O S fD y (~ O ~~ ~ C O < O 3 (D y N < O ? 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M .. C ~ Z ~c ° ? ~ I N I ~ C ~ (~ ~: a 3 ~ ~ N D o c A Z 0 - ~ ~ »; a _ p ~ 3 l i l ~ ~ N m N Cr a `~° I ~ f Z i 3 a ~ o° :~' Z 3 m ~ fA I ~ G T o. •' I A ba 0 V ti I i °o ~ I ti C A O c v , re ~ 'r to ~° b y ti y -~ ~ .. - EROSION CONTROL PLAN ST. CROIX COUNTY WISCONSIN 7.ONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 (715) 386-4680 • Fax (715) 386-4686 Parcel #25.29.19.2765 Site: 766 Kilt Court, Lot 39 Indi o Ponds Hudson) - Owners Rosam,~i LLC c!o James Rusch Under St. Croiz County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." Wisconsin Admin. Code Comm. 21.125 requires the building permit applicant and/or landowner to follow erosion control procedures and maintain them until the site has been stabilized. The Owner is responsible for notifying all contractors performing construction on this site that an Erosion & Sediment Control Plan (ESC Plan) is in effect and the following activities will be required in order to maintain compliance with the plan: The primary source for construction site runoff will be the house foundation excavation, driveway, and any soil stockpiled until final grading and stabilization is complete. Septic system excavationlinstallation creates additional temporary disturbance, but establishing cover on exposed soils will prevent erosion. At a site inspection on 4!6/04, house construction has been underway with no specific control for runoff from soil stockpiles at the top of slope overlooking the adjacent pond. Temporary cover and/or sediment control barriers downslope of the soil stockpiles must be installed immediately. 2. Route contaminated runoff into stabilized vegetated buffer areas by creating temporary diversions graded ALONG CONTOUR between excavated areas and any drainage ditches or waterways (see attached detail for construction of temporary diversions). Make sure no concentrated flow of construction runoff is directed toward the pond. This would be a simple method of containment between house and the >20% slope down to the pond. If builder/excavator grades the site to create temporary diversions (see #2) to contain sediment and leaves adequate vegetative cover to protect areas of concern, installation of silt fence MAY not be necessary. Silt fence or other approved sediment control products will be required if sediment cannot be contained on owner's property with use of diversions and vegetative buffers. The Building Inspector or POWTS Inspector will evaluate ESC plan effectiveness and make recommendations to owner for any action required to comply with applicable regulations. A follow-up inspection will be scheduled with Gary Zappa. 4. Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. This helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 5. Stabilize all disturbed areas with topsoil cover, seed and mulch immediately after final grading. If weather does not permit seed germination, a heavy straw mulch cover will prevent erosion until grass/vegetation can get established. On steep slopes or areas with little topsoil cover, erosion control matting can be applied any time of year and if installed properly, will provide protection even if seed germination is delayed. The owner of record during site construction will be responsible for compliance with the E5C Plan. Please feel free to contact me with questions regarding erosion & sediment control installation. Prepared bv: Pam Quinn, Soil Erosion Inspector #665054 Owner acknowledgement of ESC Plan requirements: ~ 1~ ~ ~ , _/ /2004 t9- `~ c~ 8- r~ 4- 0- HEAT) CAPACITY CURVE MODEL 152/15. .JN 1J t ~) . 30 --• f 2U 20 40 GQ 80 100 GAILUNS LIItkS -~~•i ~~ 0 t30 160 24U 320 FLOW PER MitJUTC CONSULT FACTORY FOR SPECIAL APPL1CATi0NS • Trrwd dosing panels available. • Eies`orical eltemators, for duplex systems, ere available end supp4led wittl erJ alarm • Variabb oval control switches are available for controilirlg aingk phase rystertu. • Oor~ble pgyybadc variable level float switches are available for variable Jowl b^9 and short rycle controls. Sealed Qwik-Box available for ar6door InstsDaGons. See FM1420. • Over 130"F. (54°C.~ tpeciai quotation requked. iS2l153 tierlPs YoJb-Ph 115 S Yodr Non n / d. iln Jwr 1 Dl,lpla 9 nr 3 11 ,x 1 as Inok(dad ~ 2 or 3 . ... 230 1 h10.n 4.3 1 a 3 2 ..230 1 Au10 4_~ Included , 2 a 3 t1b 1 Non 1 2 of 3 113 ~ Awo 10.6 IncMfdod Z a 7 230 t I~Jon fi.3 1 2 or 3 ~ 230 i flub ~.' ed ' ~ _ 2 or 3 d CA N M ~cfslittlon of corJrrob, proteNon davkaa and rlArlny snoulo >K cone Cy s quMmea Ncentad alaetrlolan. All abcaical end sakly codes should ba foeolwd tncludlnp lha groat ncard Wltio~al Eloclrle Ceda (IIEC- and the Oeoupational ishfy and NaaNh Atl (08HA} lii r1l ~l"~J!1dlC H(4`;'fkPA':IIY •'t ~ RfJN.il~ f'r .IMI' ANIi :;t71.~ItK1\t,; bC'I ~ Sl 1~%Y FfaCJ J.IMI<:fY rilll. r.ftAfG- ;~J I~IL'.ti' :, 1.~ 57 261 :/ 5A1 I:7 • 3.1 !i~ 1.51 i;~ %:1'1 Iti 1.~1 !5Z 701 ~' i3! ` i . G.1 44 lh' ~? i°i ~1c1~ VnPrc: Si?.~ rl. {'1.6rn) r4.C1 ht !Lir:rl .... ._.. ol.coa ~ i i%5i ~~ aI1! ~ ;/32 'Jfj!i I _ ( I ~ •11{ y~.T ~ .. J •;, , s ~ L, t ~~ ~ ~, ~.:~ SELEC7lON dU1Dt: t. $irek p'lpQyback vsriytJl~ fowl IkJet Mdtdl or double Di6GY~~ vergtlq local }loaf switch. Refer to FM0077. 2. gee FM0712 for wrred model of Electrical Altemalor E-Pak, 3. VariaW6 level control twitch 10.4225 used es a control eGivator, spodly duphx (3) of (4) float system. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor ie engineered Into the design of every Zoeller pump. - 1(AIL TD: P.R 80X 1eN7 ~ • ~ . iouu>ma, KY /02364341 MaradrdwcrJf 0(. . G sHrr ro- 3010 c~N Ja,rf m,w ~oukvlw. KY ~o2»'~ar ~arurr Puy S,vcF /939 yea,:,,rwwlwf.,afnar.oorn ~ Pl11t~1P !O. /so21 nw!>y+• ~ {aogl ~P FAX (3f~ 1763!1?.t © Copyright 2000 Zoeller Co. AU rights reserved. ~J v ~ ~ 1 ~C!'CBt/I~fl i - ~"_ Sat` stud I3nilc}ings Division County 201 W. W shingtott Ave., P.O. I3ox 7082 ST. CROIX COUNTY l~ rC0/~ c El~~~ ~ M:~c 2oa4 srnl, W 1537[)7 - 7082 Sanitary Permit Number (to be filled in by Co.) Department of Co metes f~~x>zfl{~~ ~ Z.~ San to , ~ ~~ 1' ~z ~ ~d~ic~PP ation ~ s~ Plan }.~. Number ~~,q in accnrd with C olntation ym, provide may tx u~d 1br seaxxiary putposes Privacy lxw, s 15.04(k xm) rro}ed Address (iFdiB'eran than mailiulg address) I. Application lnformatioa - Please Ptint Ali Infarmatiop ~~ G~ /.4 7' !/~2. T _ Pn>perly Owrtar'x Name Parcel # t # 39 AlveJr# ROSAMJI, L.L.C Zo - l`{3 " 39~ ~ ~ 2~-lioS)_ • 1'roperiy Owrt~'s Mailing Adtl4n'~s Property l~ocaticm 2141 CTY RD. C SE v. ME ~s sect;«t 25 _ City, S`tatc; T.ip C:odc Phone Nur~cr . , NEW RICHMOND,_WI 54017 715-248-7071 ~CCa--rch aelc) T 29 N, R19W}ierw II. Type of Building (cht:ck aN that aRP}y) -- Nnmtwr ot'Redrnonls 4 BEDROOMS - N^0"K O e e "{'Y'''^~ Y t 1 or 2 Fnmil Ihvellin Sut~clivision Name C'Sht :~tgat+er y g I- _. __________~ ^rubli~'Couumrcial-C)eacribct;se ~i5 4 g.~S INDIGO PONDS , _ ^ seat~t7..mcxt iil+cUsc__ ___________._-- -__.__.__ . ~ ~ ^ '~ _ ^Vitlage I~T'c»mship or HUDSON ZC~O~ ~ ter t. _.___._.-__----- III. T ype of Permit: (Check only lute boa on lime A. Coetpktc lies B if a plicabic} __..._. _ ~ i~ New System __ -_.. L) ReplacrmaA System ___., __. __. ^ Treatneent~tiuldir~ Tank Replacerrxxa! (Ady ~) Other Mvdificauion to Gxistireg Systern 1} • ~ Permit Renewal _ _ _ . ~Pennit Revision ^ Change of U Fcnnit Tran~'er to New i~d Previaas Peratit Number and Date issued / 13eivre F.~q~iration Ptwtfia Owner ~3~ ~~ ~~~10..3 IV. T of POW" S fr@m: Cheek al} that a i RELOCATE SEPTIC TANK AND INSTALL PUMP TANK Ncm -rseasurited in-Grou®d Lj hfiuind : 24 in ot'suitahle soil ~ Mamd < 24 is of suitable soil ^ Ai-Caadc L1 Single Pass Sand (:,Ih~r Coltimuctad Wetlautt ^ PtessteTi2tle1 Lf-(iramd IJ Holdie~ T:mk IJ Peal Fihar I I Aerdric'iYeNenentUnil ^ Rce.-iswlnting Sand Fdeer (~ Rcxtitt:ulating Synthetic hdaedia Fihar ~i.eadtv+gChamber ~ Drip I,iue ^ Cmtvel-less Pipc ^ Ottser (explau!) '~ Y. lhs rsaUTreatmeat Atra Iefornnation: ZA EL-A1 0 FILTER- 3' X 81.25' TRENCH CELLS = (39) CHAMBERS REQUIRED t)esi~ Flaw (gpd} F~.vipXl Suit Appiicatiom ttatet~d) 1)isperesl Area R~+clnired (ct) niq'er~"1 AmsAn+tueaett~s~ .'ystem Elevation 95.9/FT 600 0.5 1200 1 _ _ _ _~ 1 Z_• `~ 94.9/FT YL '1'aok Info Capacity in Total Number Manufacturer Prefab Site Steel Fits- }'iusiic (ial}oee, . C;alGxts ofiiteitm Concede Conslruded (iiaas New Exastap, T:u~ks T~ks '`~`~`~~~°~r$"~ X 1250 1 WIESER X Aerobic Tnsalrv~•n1 tiei! """"~ `'"`"" t"r X 1000 1 WIESER X for ~ of the T~OWI'S at~o~w. ao tt4c.tbcbed phm• YII. Resptmsi6ility Statetm-ttt- 1, the Plunder's Nana (Print) _ P 's MFrMt'tLS Number tA7siiesty IH~nne 7munfer TODD FEATHERSTONE 242514 ~ ------ 715-381-1704 Plumber's Addre~ (Bared, Cyty, State, ' Code) - _ P.O. BOX 467 HUDSON , WI 54016 YIII. Count )'i?e artmeet Use On ~:lnoroved ~ ~~~ Sanitary Permit Fee odes Grouttthvaier Dete Isufed f ti Agetn Si~at (N tamps) v / 9~a~Lergc r•~) a 3 o ^ Owtwr Given Reaam for Daniat 7 Y~' - -- _ .. _- IX. Conditions of Apprvval/Reasoes for Disappmva} 3 \ ~~ ~ ~ pj ~~ ~ c~sll.t~ CI 1 SYSTEM OWNER; ) --------• 1 Septic tank, effluent fllttir and x~..P~~_ ~~ ~ ~ .~. ~~~q,~ dispersal cell m t ll ~'` I 0 us a 4e serviced t maint~a hgrl ` as per management plan provided by plumber S '~-- t . . ~ 2. All setback requirements must b e maintained as per applicable ti code/ordinances, ~ tit Attach caspk4e plum (b the Caaatj ~) Ar lies sysllnm eo PsPq wd less IFaa ttt z i inties ®a s~m1~ - /~ - ~ - CNJ ~ ~ 6t~t~'~ ~ t1AIL~ ,~,t? ~ . ~ ~~ti~-~r<~ ! ~.. ~ ~ ~ ~ ~ ~. ` ~ 1 ~ ~, 1 ;~ ,. ` ,1~ ~ , ~ I d ~ y ~~ ~ ~ ~ ~ ~ ; ~ t ~~ :3 .. ` ` o J J ~ i 1; `~ ~ t 1, ~ ~ ) f L , f _ t ~ 1 •~ ~ 1 ~, ~. + . 3045'' ~ ///~J ~ ~ \ `~ ~_ __ ~ % i ,~ 5- ~ ~ -- _ I ~~ • .~~ \ ~1 \ ~~ \ ~ 9 r/ / ~ jam, ~ 00 ~ ~ ~.~~ ~~ • ~,~ ~.-,~~;, ST. CROIX COUNTY ~,.• ~. .. - WISCONSIN ~ ..~' - - ~~ ~ ZONING OFFICE "~ ~~~~~~~~~ ~~~~~ ST. CROIX COUNTY GOVERNMENT CENTER _ ,~-.- _~ 1101 Carmichael Road ~ . f ~ -" ~~ Hudson, W 154016-7710 (715) 386-4680 • Fax (715) 386-4686 November 25, 2003 James Rusch James R Hill, Inc 2500 W County Road 42, Suite 120 Burnsville, MN 55337 RE: Shoreland Zoning District /Indigo Ponds Subdivision Dear Mr. Rusch: Certain lots of Indigo Ponds may require a County Special Exception Permit for filling and grading due to their location in the Shoreland Zoning District. The lots include: 36, 37, 38, 39, 40, 41, 45, 46, 47, 49, 50, 51, 52 and 53. Lot 53 is currently under review for further subdividing. If the building site is located within 3 ' (OHWM), has direct surface water drainage to the ponds and exceeds the grading limit that is allowed by ordinance in the Shoreland area, a Special Exception permit will be required prior to commencement of construction. Affected lots whose building site is beyond 300' from the OHWM of the ponds will not be required to obtain a Special Exception permit. Please note that on these lots an erosio ust be reviewed and approved by the Zoning Office before the issuance of a sanitary permit for the pa icu a is preferred that the erosion control plan and the sanitary application be submitted to the Zoning Office at the same time to better coordinate our review. If you have questions or concerns, please feel free to contact this office. Si rely, ~~ ~'r~~ Rod Eslinger Zoning Specialist RE/jh CC: Town of Hudson, Brian Wert file Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety arAt Building Div~ion ,~ ' • • 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: Rosam'i LLC City Village X Township Hudson Townshi CST BM Elev: Insp. BM Elev: 8M Description: TANK IN FORMATION TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM county: St. Croix Sanitary Permit No: 430420 0 State Plan ID No: Parcel Tax No: D ZO ' /~3 g - ~~-GY.Y~ Sectionlrown/Range/Map No. 25.29.19. a7 ELEVATION DATA STATION Benchmark Alt. BM Bldg. Sewer SUHt Inlet St/Ht Outlet Dt Inlet Dt Bottom Header/Man. Dist. Pipe Bot. System Final Grade St Cover BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Svstems Onlv xx Mound Or At-Grade Svstems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched BedlTrench Center Bed/Trench Edges Topsoil ~ Yes ~ No ~ .~ Yes ~~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / / Location: 766 Kilt Court Hudson, WI 54016 (SE 114 NE 1/4 25 T29N R19W Indigo Ponds Lot 39 P~-a-r-ceyl ,N,o: 25.29,'19.1 __~ 1.) Alt BM Description = ~~~f~ t~t~.s~ ~'" w /V / /W ~ ~ > ~j~f~/ 2.) Bldg sewer length = ~ ~ ~~ ~ ~ t ~ ~ i - amount of cover = Plan revision Required? [] Yes ~ No ~ ~ I I Use other side for additional information. ~ L __ ~ ~ ___ - _ SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No. ~ ~ Safety arlcl I3nildings Division 20! W. Washington Ave., P.U. t3ox 7082 C'otuttY ST. CROIX COUNTY i ~ i i iNadi ~;tnt, W { 537U7 - 7U$2 Sanitary Permit Number (tn be filled in by Co.) ~cv s n ' (~OR,2~1~~ ~3~ ~v i department at Commerce Sanitary Permit Application 5ta2e Plan I.D. Number ~ In accord with Ccmun 83.21, Wis. Ain. Code, personal infornrotion you provide ~ trtay ba t~xl for s~aatxittary Ixupcasex Ynvacy taw, s4 ].U4(1 xm) Frojnct Ad~ess tf ttifferettl than mailing adc6~ess) ~ _ _ usnus_nwtn~e~ ronlL i. Appticatitoa Information - Please P ' All t[>~~`)~atf ';_ "~:: ~~~ 7~1 t ~d~~ ~" Pmp~tytA~ra'sivan~ _ _. Parccl7E PENDIN~t~ 9 Afock# ~ ~ • t ,~ ~ ; i ~ `~ ROSAMJI, L.L.C i'sntnatY (hvrter's Mailing Addrtx~ - ~ ;r Pt~opeaty i.ocataon r2l~G~-s.~ 2141 CTY RD. C ~----~=`---- w-• '.----.,.~ SE y. ~',,, se~iitxi 25 City, Stag: -- Zip Cade PLanc Number , NEW RICHMOND WI 54 715-248-7071 T 29 N; R191~Vgorw ~ e of 13utttltng (chtdc al! that apply) tJ ~ G SN L T I yp ~~ xx CT i ar 2 Family Dwelling - Natrdxxd'F3ed<amts 4 BE S ~g~~U-j S~~ sG~ 514i Nt¢nl-er ~~~~~~ //V '~ aaE -1]e~crib i , v i' l ii rC ~ INDIGO ONDS K orsursat , yc tt T e ^ ~~ _ ~ t ~~ ~ D (~ city_Uvitlagc; ~Towttship of HUDSON ------- Ill. T ype of Permit: (Check only cure Mrx oe lit-e A. '~" ~ 1Vew 5 ite{dlacenberri Systam ^ Tteatnw'rd/lioldlag Tank Repiaa-rrtsxt! Ektly ^ ()user Madificat'toae Lo 1J;xzstiieg Sysleni $. ^ FermR FtetlftVdl ^ YtxriLt 1(evisian ^ l'ltatlge of ^ I'ctmit Transfer to New Lim Previous Permit Number and Date Issueyl I;tefarc ExpiraEicxt Ylurrtbesr Owner iV. T r of i'OWTS S trm: Check all that i i ~ Ncm -Yresa~riaed In-(3rex-nd U 1~4cwext > 24 in. of suitat~le sail ^ Mournd < 24 is of suitable soil ^ At-Grade ^ Single Pass Sand Filler ` Constructed Wcsland ^ I~urnod In l o r ^ Filler I ~ Aerobic Tnmimere! Umt ^ Recircxtlalirtg Sand Filler ^ ^ Crravrl-less Pipe: ^ (hher (ea~lainl RcxirnsiafirtgSynthefit:MediaFiNex Ie~chmgf~anrl Y. Dis rsxiCCreact®rtit At~ea lafe-rntati : BEL-A100 TER 3' X 81.25' TRENCH CELLS = (39) CHAMBERS REQUIRED Flow {gpd) Ihsigrs Se7i1 App6raxiwt hate( D area tiequired (9fl niSpsRSal Area Pnrpctsed {st) Syslem Elevation 5.9/FT 1228.5 94.9/F ~Q • 60 0.5 1200 1. "Cank Info Capacity itt Tota! Nturttser _ Matntfattnrer Prefab Sire: S! t'IastiC faJEans C;sEGxes of l irrita Cataete C' ~~ t3ew Extsttng Tusks Tanks septi~~tt~taing;~ X 1250 1 WIESER X Aerobic Treatxetent iTnil t)rtvi.sg ('hamhcr VII. Responsibility 'StAtement- I, ate tt#teltersitaed, at~uoe t2spossaibi7iiY for 6etioea of the It)VV7'S sinrww ew Ile .tVsc6ed ptwa. Plumisier's Name (Print) P Afl'/MP1ZS Number liaain~ws i~nne T~Fumher TODD FEATHERSTONE 242514 ___ - 715-381-1704 - l'lumber's Address (Street, City, State, Ztp C`.adc) P.O. BOX 467 HUDSON , WI 54016 V floe !De arttnertt Ilse Onl ---- :~ppravud U I)isapptuved 5attttary Perna! Fee ( t3rotmdwater Sur~arge Fee) ~ ~ Issiteei (.~. suing Si tautps) ~' ~ ~ ~ ~~%~~~~ ^ O~x Crivea lteascan for Deena! ~p~~ielpprnvaVKrasons for lflsapproval ~ Q ~j ~ (vU U ~ SyS~iY-•~ (/~ vtt S 1 Septic an eat filter and ~ ylt N.t• ~~ Sy y~ L~ yy~'~C~~ !.~ ~ta/ dispersal cell must all be serviced /maintained ~ u,_Q`~-`-/' ~ a ~1,~ _ as per management plan x~rovided;,by plumber. -~G. All setback requirements must be maintained Vto'~' ~ l.(~-2-G~ ~ a S ' as per applicable code/ordinances._~ • ~3. (f 3''~ ~~~ ~~~~~W (QO ~~ ~~' o'n 5yS'I~~ IJUG JD{t1~ auo....--.- 3 ~~:CC,Ql~0~5 , YV-,lltl ~ ~..rr,~C~ ~~.v~t ~nJ wf-~t l1,liY1,~E~ ~ ~~ ptat6 {la tie C'aualy otdy) tar use synem ae piper not teas ihaa stlZ i Il:acl,ca ~ sTme MAN HOLE SEPT/11C ~ ~~ ~u O SYSTEM CROSS SECTION INSPECTION PIPE / 81.25' , _ __~ 95.9, 94.9 93.9 T ~!S D~ SYSTEM ELEV. 13 - 11" BIO DEFUSER CHAMBERS ~ ! ~~~ ._.__. 85' o ~i ~/-. ~ - 11" 13 - 11" BIODEFUSER CHAMBERS ~' r'CIVUIIVh _ SE +/. NE y.,g 25 T 29 N.R 1$YYE LOT 39 ~ NA SUB INDIGO PONDS C V T _ UDSON ~ ~sw ~1a a ~3•~ ~ -- ~Ofi ~-ti S -~ s ys-~~ Tv Q~ ~li~'1'~ ~ ~ \ \ \ ~1 \ 1 . 1 ~ ~ ~ ~ \~ 1 ) ' ~ ~~ ,\ ~ \\ 11 ~ ~ 1 ~ \~ \\~ 1 8,111! 1 i i ,, ~ o -_~. _ ~ ~; . / ' 1 ,1 \1111\ ~ X11 \ l\ / ~ ~\ 1111 ~ ~1\ / -, 1 1' f / / ~~ 111 \11q \1 ~ 1 ~ ~ f ~ ~ ~ 111 \11 ~ ~1 1 ~ ~ i~~ ~ \ ,1 11 f ~ ~ 1 111 1i1 1\1 \ . ~-~ ~ ~ ` ~ ~ 11,1\11~~ 0 8 2a E'er ~ ~ ~-- ,r / . / I ~ o ~ '' ,. ~~~ 1 ~ i ~ ._ - ~ 1 ~ ~ \ ~~ i ~rn ~_~ ~ / o~w ~~ ~~ ~ - ~ Wisconsin Department of Commerce Division of Safetv and Buildings SOIL EVALUATION REPORT ,n ~rnnrrhnno ~ui4F~ r`nmm AF Wic AfIM r]nflA 1351 Page t of 3 Steel Soil Service County Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and honzontal reference point (BM), direction and ' ' ' parcel dlStance to nean~t road. and ~nzlli~Ca~fr percent slope, scale or dimeft fii. Tons; i~~ ar~idi: ending Pleafse prinfall information. Date i Personal information You prov«de may be used for secondary purposes (Pd~cy Law, s. 15.04 (1) (m}). ~ ~ ewe y , v ~ ~ fl `~ " i " Property Owner ~' Property Location ROSAMJI, L.L.C Govt. Lot na SE 1/4 NE 1!4 S 25 T 29 N R 19 W Property Owner's Mailing Addrfess Lot Block # Subd. Name or CSM# 2141 Cty Rd. C r. ~ ~ " ~ _ ° `' 39 na Indigo Ponds City State Zip Code Phone Number ity ~ Village ~ Town Nearest Road New Richmond ~ Wl 54017 715-248-7071 Hudson Highlander Trail _~ New Construction Use: t~ Residential / Number of bedrooms -fit Code derived design flow rate 600 GPD _j Replacement ,J Public orcommercial - Describe:na Parent material Sream terraces and pitted outwash plains Flood plain elevation, if applicable na General comments and recommendations: Conventional system. System elevation 94.95ft, trenches spaced and depth to code 5.OOft below grade. 10 G:~Ls~^- I~'t a ov 3 Boring # ~ oring 5 120 i R ft Pit Ground Surface elev. 99.9 n. . Depth to limiting factor ate Soil Application Horizon Depth Dominant Color Redox Description Texture Stn~cture Consistence Boundary Roots GP D/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-5 10yr2/1 none I 2msbk dfr cs 1 c .5 .8 2 5-23 10yr4/4 none sl 2msbk dfr gw 1 c .5 .9 3 23-36 7.5yr4/4 none scl 2msbk mfr gw na .4 .6 4 36-60 7.5yr4/4 none sl/cos 2msbk mfr gw na .5 .9 5 60-120 7.5yr4/6 none cos osg mt na na .7 1.6 ~s 9 = : ~'/ 9 - ~. r ~ ._ /_~r. 2 ~ ~ ~ Borin v Boring # ~ g Pit Ground Surface elev. 99.95 ft. Depth to limiting factor 120 in. Sot Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GP *Eff#1 D/ft' *Eff#2 1 0-4 10yr2/1 none I 2msbk dfr cs 1 c .5 .8 2 4-26 10yr4/4 none sil 2msbk dfr gw 1c .5 .8 3 26-39 7.5yr4/4 none scrl 2msbk mfr gw na .4 .6 4 39-60 7.5yr4/4 none Is osg mvfr gw na .7 1.2 5 60-120 7.5yr4/6 none cos osg ml na na .7 1.6 .~ ~ ~ ~ * Effluent #1 = BODS> 30 <_ 220 mg/L and TSS >30 <_ 150 mg/ * Effluent #2 = BODS < 30 mg/Land T5S < 3u mgiL CST Name (Please Print ~•~"~ Signat CST Number David J. Steel --,/ ~~~~ v 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 8/19/2003 715-246-5085 .. j ,_ - ~'~~ ' _~ ..:. I - ~, lj ~,.. = r - . _ _,„ __ ~`' ' ~ e I ~/ ~ ~ ~, ~ ~-~- ~ ! a 6 `1 ~\ ~~ ~ 1 75 0, ~ ~ r' N s 1 iso> , / rte,' .r ~..., s ~ '~ ~ % ; c % , F FJf 1 1 33' ~r 1.00 .. ~,. .. ', '~-, .r //~ . ~ - ' _ ~ ~ 87174 S.F. ~ {t , ~!~ `. - t •095 AC. N.B.P,A.7' ~ ~' rsr ,^ + - J ( / ~ ~ -~ ~ _ - ,,~ BOO ~• \ ~ ~• ~\ ~tr ~ \ . ~`' ~i J , tl~ \ 1 ~ ~ ~ 'i _ f 9- -C4 ~' 7 ~ _ , . ~ ~~ ~ `~'--~-' ~ ~ ~ 87149 S"{.F. ~-" _ ~ i A~ ~ ~~,, ~ ,. t \ . .. C+~' _ "~' ~ , + ~ _ -- ~ r' ~ ~ ~` (2.001 AC.), ~ _ .~/ ~ / ~P~P~'~'~" _\;~,g ~ +~ ~,` l f /~ (1.643 AC N,B.P.A.)- ~ ~. '' ; ~ 1 ~ `~- 355.90' i ~ ~ ! : ~ _ - ~ ~ 01~ t ~ ~ _ ~~.. ' ~ s.. .~- -- ~ 1 f f - ~ _ -'~ o~ '~ ~ t ~ t ~ / ~0 `87,31 3s, :.. ~ ~• tt ! ' "~ 871+45 S.F, ~ ~ S, is a, :'®63 ~ • j / 4, 9S' i ~ ' 1 1 _ r r i . 1 . (2.001 AC.) 'r /~,,~ ,e . _' f y~< ~ ~ ! ~ ~ (1.776 AC. N.B.P.A.~' ~'~ ~/ t t s~ s . j ~ ---- ' r ' i ~ ' ( mod` - - ' ~.,-_ -. i r ~ W i ! + . - } 0 .'r t .'' . 3~. ~~• 1 ~. / t ,,, fi~ 8 ~~so. ~- s , ,' .~ , ~-- •+ ' t ~ ~ ~ 7192 S.F. s f p~ Q ~ O ~, _ .~ r l f f`- ~.'• ~ • } ` ~ ~ 002 AC.~ r ~ ~ 2 ~, V ~,• ~~~~ • ~ ~ r / / q-1 ~ ( ~. w 3 11C. N.B.P.A, . ~ ~ r 1 ~' '~ 0 b~: ~ ~ ~ C74 (1.22 ~ i ~, ~'~ ~'i ~~-- •, ~ . ; , /~ ,. \ / ~ , ~ ~ • f , 2,284 AC. \ f ;~ ~ ~~ ~ ' ~ / f aj ~~ ~ ~ ~ , ' ..-- ` (1.607 AC. N.B.P A.~\ ' %f ~ ~• ~ 67594 S.F: .~: + f ~ ZG / ! i . ~' ft157 AC. N.B.P.A.~ l ~ ~ ' I -~---•-~ ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNBRSH[P CERTIFICATION FORM - Owner/Buyer , ~S/ Mailing Address ~'=~ • %SoX ~/¢ 3 ~ff~57-/nlG~ 5, 1'y1~/ Property Address (Vaifcation required from Planning Departrnent for City/State /~u`flS6^~ ~ Lc~Gsc , Parcel Identification Ntunber LEGAL DESCRIPTION Property Location Sl %., N~ %, Sec. ~ ~ . T 29 i~I-R ~9 W, Town of t~~oso.~/ Subdivision ftio~ v o _ ~ ~/~ s - Lot # -~9 . Cert~ied Sarvey Map # .Volume .Page # warranty Decd # ~ 1 ~ 3~ ~ . Volume Z2Z 3 .Page # 30 ~o spec house ~ yes ^ no ~ Lot lines idsnxifiable ®yes ~. no S"YST~M MAIhI~ANCL . . Iu~xupernse sndnzsiabeeaa~ocofywrscPticsysbemcouldraaltiaiis~uoctoLaaRIIewasbes.Proper ooassa of pampiag oat ltte septic taaic ~ tlase years or soamer; if aeaded by a iioeosed Qomper.:wfn<t you pnt into trite system . can affoct8~e of &e septic tamtc as a aesimmtstage ia:be.vs:ae al.sysocm. ~ - The property owaex ~ to submit.ts St. GYoiz zoning nepacinadmt a o roam, signed by the o~vaec and bar s ~PP~ resuictodpLm~a oc s li~sedpomper ~+iog teat (Ij the aal=site ~vsste~vaterdisposal system is in PmPa ~~ cAaditiae aad/oc (2) aRa inspoction and Pmnpia~g.Cif necessary). the septictadriis kss.than 113 #n1I of shidge. . ~, the addezsigned have read the sbovt:egainaneatssadagree to mameeia ffirePrivate sewage dispossl system with the standards set fott'a, he=r3a,'as set by the of fierce and fhc of Natural R+eaoamcea; State of Wisoonsia.. ststtog that your septic systmtbas boat maiatainod,must be oomplebed sad t+elaomad to the SL t~coix.County Zoning Office a~ithiia 30 of the tt>nee year exp' date. O APP j2,o6 t~swlJ / ~. (.~ ~ ~ . OwNE~t CERTIFICATION I (we) certify that all ststemeats on this farm are tone to the best of my (ont)laiowiedge. I (we) am (are) the owner(s) of the property descr~od above, by virtue of a wari~aaty deed recorded in Register of Deods Office. ~~-r---- ~ 817 o~ SI OF APPI:,I T ~ DATE ss««ss ~ information that is mis-i~epresentodmay result in the sasntary permit being revoked by the Zoning Depactmcnt "'«s«i st Iadude with this application: a stamped warranty deed firom the Register of Deeds office a copy of the certified survey map if reftrewx is wade is the wactnnty deed l=1i_E INEARMATION POWTS OnW,,N_ER'S MANUAL~2& MAN,~-G~MEN~ PLAN Page 1 of f~ ~L r~~~~ Sl~'~S-7E-MGSP-E-C{F~ICATIO S Owner C D,S ~I L, (,,, Permit # Q nESI(~N PARAMETERS G1 Number of Bedrooms ~ 4 ^ NA Number of Public Facility Units Estimated flow (average) al/ a Design flow (peak-, (Estimated x 1.5} 9 0 gal/da Soi! Application Rate .5 al/da /ftZ Star[d Influent/Effluent Quality Monthly average' Fats, Oil & Grease (FOG) 530 mg/L Biochemical Oxygen Demand (BODS) 5220 mg/L ^ NA Total Suspended Solids (TSS) 5150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BOD51 <_30 mg/L Total Suspended Solids (TSS) <_30 mg/L M NA Fecal Coliform (geometric mean) 510° cfu/100m1 Maximum Effluent Particle Size Ye in dia. ^ NA Other. ~rNA "Values typical for domestic wastewater and septic tank afflusn[. NC SCHEDULE 2 Septic Tank Capacity al ^ NA Septic Tank Manufacturer ^ NA Effluent Filter Manufactur ^ NA Effluent Filter Model 0 ^ NA Pump Tank Capacity al ^ NA Pump Tank Manufacturer ^ NA Pump Manufacturer ZOELLER ^ NA Pump Model ^ NA Pretreatment Unit ^ Sand/Gravel Filter ^ Mechanical Aeration ^ Disinfection ^ Peat Filter ^ Wetland ^ Other: ~"~A Dispersal Celt(s) T""-Ground (gravity) ^ At-Grade ^ Drip-Line ^ NA ^ In-Ground (pressurized) ~] Mound ^ Other: Other: ~A Other: ;~ Nq Other: ~ NA MAINTENA E Service Event Service Frequency Inspect condition of tank(s) At feast once every: ^ month(s) (Maximum 3 years) ,~ •~ earls( ^ NA Pump out contents of tank(s) When combined sludg e and scum equals one-third IY31 of tank volume ^ NA Inspect dispersal ce(lls) At least once every: ^ yea~(s)ts) (Maximum 3 years) ^ NA ^ month(s) ^ NA Clean effluent filter At least once every: 1&~earls- ^monthts) ^ NA Ins ect pum um controls & alarm P P. P P At least once every: ^ year(s) ^ monthts) p NA Flush laterals and pressure test At least once every: ^ year(s) Other: At least once every: ^ month(s- ^ year(s) (~NA Other: ULNA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cells} shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third IY,1 or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (4/01 } Page 2 of 2 START UP AND OPERATION For new construcrion, prior to use of the POWTS check treatment tankls) for the presence of painting products or other chemicals • that may impede the treatment process and/or damage the dispersal cell(sl. If high concentrations are detected have the contents of the tank(s1 removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cellls) in one large dose, overloading the cep(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or e{imination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dents{ floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: ~ All piping to tanks and pits shall be disconnected and the abandoned pipe openings seated. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area wilt result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ^ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. i~ r ~h sit as not b n valuated t o `v v lu ion ust perfo ed t ocate ma~ a inst as a last res rt to replace Upon failyr6lsf the~0~1ITS a it and site If no\replac~ent area available a ^ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR fNSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER Name ~~ Phone ~l _ .~ Apr y POWTS MAINTAINER Name FEATHERS Phone 715-381-1704 SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name PINI<Y'S Phone 651-436-5788 Name ST. CROIX COUNTY Phone 7 _3 This document was drafted in compliance with chapter Comm 83.2212lIb)11)Id-&If) and 83.54(11, 121 & 131, Wisconsin Administrative Code. Dc+:ument Number ~ 2223F' 306 ' STATE BAR OF WISCONSIN FORM S - 2000 PERSONAL REPRESENTATIVE'S DEED Judi 1Viccum. as Personal Representative ofthe estate ofFlorence K. Polen ece en r valuable consideration conveys, without warranty, to RosalnN. LLC rantee, the following described real estate in t. roiz oun State of isconsin (the "Property) (if more space is needed, please a addeadum): Please see the attached legal description. ~ 7 1 93m9 KATHLEEN N. MALSH REGISTER OF DEEDS ST. CROIX CO. , MI RECEIVED l:OR RECORD 04/29/2003 03:00PM PERSONAL REPRESENTATIV t:XEl~t it RfiC FEE : 13.00 TBAIIS FEE: 3448:80 GOP7 FEE: CC FEE: PAGES: 2 ~ Recording Area 19 ~ fjb Namo_ and_Relurn Address ' - Edina Realty Tida, • . 400 S. 2nd St., #116 _ Hudson, WI 54018 ~~'/„I~ Personal Representative by this deed does convey to Grantee all ofthe estate and ,_ 1_1'~ ice`['-Gtt~ f L[.f interest in the Property which the Decedent had immediately prioc to Decedent's death, Parcel Identificatan Number (PIPi) and all of the estate and interest in the Property which the Personal Representative has This Is not homestead property. since acquired. (is not) Dated This 28th day of ADril .2003 - Ly.~~~. .--- S~ 1/ e • Judy . Niccuro Personal Representative Personal Representative AUTHENTICATION ~ ACKNOWLEDGMENT Signature(s) Judy .Nlccum ': STATE OF WISCONSIN ) as. ST. CROIX County ) authenticated this 28'" day of A rll 2003 • • Personalty came be[ore me this 28" day of April 2003 the above. named + ~lp.Vf .rjK/ `Judy Nlccum TITLE: MEMBER STATE BAR OF WISCONSM (lf not, A~_ to me known to be the person(s) who executed the foregoing authorized by § T06.06, Wis. Stars.) ~ instrument and acknowledged the same. THIS INSTRUMENT WA5 DRAFTED BY Heywood, Cari & Anderson, S.C, 1200 Hosford St., Suite 106 • P.O. Box 125, Hudson, WI 54016 Notary Public, State of WISCONSINI My Commission is permanent. (If not, stata expiration dale: (Signatures may be authrnticated or acknowledged. Both arc not necessary.) •) ' Names of persons signing in any capacity must be, typed or printed below their signature. STATE 6AR OP WISCONSIN PERSONAL RBPRESENTATtVE'S DEED FOMr No.5-2000 INFO-PRO (600Ki53.202t www.infopmrorms.wm Pascal A: That parcel located in part of the Notthwad Quarter of the Sow Qom, t3te Northeast Quarter of test: Southeast Qttrutar, the Southwest Quttrt+er of t#te Soudteaat Qnart+~, aad~t6a So~cast Quarter of the Southeast Quutet, all itt Station 24, Town 29 North, Range 19 weal. and the Northwest Quarter of the Northeast Quarter, the Northeast Quarter of the Nortbead Quarter, and tho Southwest Quarter of the Northeast Quarter, and the Southeast Qantas of the Nwtha~ ~~- all's Se~Oa 25, Town 29 North, Rango 19 Wort, Town of Hudson, County of St. tyronc, Statc of Wisconsin; fntthet deecn'bed as follows; Beginning at the south quarter corner of said Section 24; tbeacc North 00 dcgz+as 31 minutes OS seconds West, (for the. purposes of t3tis description the Routh Line of said Southeitt Qnrnter . m beat North 89 degt~eos 53 urinates OS accords Wert) along rho Notch-South Quarter line of said Socziari 24, a distance of 158.37 feet; tEumee North 89 degrees Sb inattrtea 47 seconds East a distanco of 794:98 fecx m the point of beginning of a line hereinafts doscribod as "Line A"; tLcaoo North ~ de8t'0Oa 26 aounutns 57 seconds East, along said "Line A", a distance of 1049.28 feet to the point of teanmation of said "Line A"; thcace Notch 47 dogroea 03 miiiutss~07 seconds West a distance of 118.06 feet; thenco North 27 degrees 46 minutes 10 seconds West a distance of 1%.02 feet to the curter lino arf E3+tdlssds Etoad; tfi°nce North 67 degrees 30 minutes 13 seconds East, along said center lint, a distance of 708.39 feet; thoaoe North 67 dogt+ous S6 ttunutas 31 soconds 'East, continuittg alottg said center line, a distaatoe of 674.75 feet to the vv~esterly line of BOUNDARY RILIGE, accardieg ZD the t~ecOrded A1at thoteof; m~ South ~ degt~eea 25 minutes 17 seconds West, along said westerly line, a diataooo of 1826.90 foes to the southwest corns of Lot 7, said BOUNDARY RIDGE; tbeoce North 89 degrees 43 mitunes 38 secotttb West a distance of 66.00 feet to a poitrt 66.00 feet westerly of and perpendicular to said wasaerly line and herainaRer described as "Point A"; tiveoct South 89 degt+oas 36 rolntctss 47 moconds Wont a distance of 961.84 feet to a point 66.00 feet easterly of and pspendicular to said "Line A"; thence North 00 degrees 16 minutes 57 seconds East, parallel arid- said "Line A", a distance of 1036.45 fast; thence Nottb 89 dcgroos 25 iniuutes 43 seconds Fast a distance of 82.43 feet; thence Notch 7? degroos 28 minutes 43 seconds East a distance of 343.87 feet; thence North 83 dep+ocs 18 minutes 47 aocouds Bast a diata>zco of 201.86 foot; thence North 58 degrees 53 ininutea 32 seconds East a distaaoo of 263:23 foot;. t~-ce North 54 degrana .19 mu-ntes 28 seconds East a distance of 112.69 feet; thence Nordt 42 degmes 13 minutes 44 seconds East a distance of 46.55 foot W a point 66.00 feat araAra'Iy of and parpoudicular to saki vvnstarly line of BOUNDARY RIDGE; thence South 00 dragures 25 minutes 17 socoatds Wear. Pacalbl'""th said westerly line of BOUNDARY RIDGE, a distance of 1370.64 feet m raid "Point. A"; thence South 89 degrees 43 minutes 38 seconds East a distance of 66/00 fod W said southwest corner of Lot 7; theuoo South 00 degrees 2S tninatcs 17 seconds Weal along said westerly line of BOUNDARY RIDC3E, a distance of i 63.55 feet 14 tb~e Nosth lice of said .Nortiuad Quartos of Section 25; thence South 89 dcgrocs 53 minutes OS seconds East, along the north line of said Northeast Quarter and the south tine of $(11UNDARY~ tZiEX'E, a distance of 760.75 feet to the northeast corns' of said Northeast Quarter, thereto Soutfl Qa degrees 29 alitwtes 03 seconds blast; along the east line of said NoNteart ~Qttartet, a distance of 2616.18 feet to the southeast cotiser of said Northeast Quarter; thence South 84 degrees 25 minutes 58 seconds West, alotlg the south line of said Nath~east Qnarter, distance of 2606.35 foot to the sotuttwast corner of said Northeast Quarter: thence North 00 aegreea 2a mit~utas to aeconda went, along rho west lino of said Northeast Quarts, a diatancc of 2647.29 foot to the point of begitming, St. Crainc County, Wisconaia, mccept ~ part described ar follows: Ali of the Soutbwroai '/. of the Northeast'/. sad also the West SSO Feet of the Southeast'/. of the Nortltoast'/.sad Also tlu South Z50 feet of tbee Southeast %. of the Northeast'/ti except @te West 550 Feet; all in Section ZS, Township 29 North, Rsutge 19, Town of Hudson, St Croix County, Wiscoatin. 01~l~ do-loto~-~~-G~o, ~o-~`~~~-~v-r~o~, ao-ir~~ - y~-~ ~o-~a~~~-~ ~Oj /D~o9- V~~V OVA ~N 10~ / ` lV t/`~-( ~V !L!~ I~ VV'V~ ~~I O~ 7 ~~rt~~. Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must St. Croix 1259 Page 1 of 3 Steel Soil Service inGude, but not limded to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north snow, and location and distance to nearest road. Parcel I.D. p ing Please pri _ ~, Reviewed By Date //`` Personal information you provide may used for aipj,~~~Pri~y Law, s 15.04 (1) (m)). C U Property Owner ~ Properly Location ROSAMJI, L.L.C ~Y~ r' '~ Govt Lot na SE 1/4 NE 1/4 S 5 T 29 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2141 Cty Rd. C ST~. t ?Gi.X ~ r~;~n~1~~. 39 na Indigo Ponds City State.. ji2~4ie' }~iiirfiti~r ~ ~ _f City ~ Village 1I Town Nearest Road New Richmond ~ WI 54017 715-248-7071 Hudson Highlander Trail 1/ New Construction Use: yj Residential ! Number of bedrooms 4 Code derived design flow rate `j Replacement ~ Public or commercial -Describe: Parent material Sream terraces and pitted outwash plains Flood plain elevation, if applicable General comments ~ ~ U S ~ ~-- ~m~~ and recommendations: mound design, system elevation 102.25 ft, based on conto line elevation 101.25 ft 4 600 GPD na Boring # J Boring 1/' Pit Ground Surface elev. 101.55 ft . Depth to limiting factor 120 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GP *Eff#1 D/ft~ *Eff#2 1 0-5 10yr2/1 none 1 2msbk mfr cs 1 c .5 .8 2 5-23 10yr4/4 none sl 2msbk mfr gw 1 c .5 .9 3 23-36 7.5yr4/4 none scl 2msbk mfr gw na .4 .6 4 36-60 7.5yr4/4 none sl/cos 2msbk mfr gw na .5 .9 5 60-120 7.5yr4/4 none cos osg ml na na .7 1.6 Boring # ~ Boring ff Pit Ground Surface elev. 101.55 ft. Depth to limiting factor 42 in. Soil Application Rate Horizon Depth in. Dominant Cobr Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GP *Eff#1 D/ft2 *Eff#2 1 0-6 10yr2/1 none I 2msbk mfr gw 1 c .5 .8 2 6-29 10yr3/4 none sl 1msbk mfr cs 1c .4 .6 3 29-42 10 4/4 none scl 2msbk mfr gw na .4 .6 42-55 7.5yr4/4 c2d7.5yr5/6 scl 2msbk mfr gw na .4 .6 5 55-72 7.5yr4/4 c2d7.5yr5/6 cos/sl 2msbk mfr na na .5 .9 Effluent #1 = BODS> 30 <_ 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 3D mg/L. and i 55 < su mgi~ :,ST Name (Please Print) ~ ature: CST Number David J. Steel 248956 4ddress Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG New Richmond, WI 54017 4/29/2003 715-246-5085 i ,500 _ ti- -- , ~ ~ ;~ ` ' % , N ~ J ~ ; ~ , , _ ~ _; ~_ .\ - t .m . / ~ - ar) _ i ~ - - ~` V { ~ ~ ~~, \~ 75x ~~ 5 ,- j~~ i K ,, ~~ 0 ~ ,-.: ~! S X50' ~ ~ ~" _ ~ ~ ; ~ m ~ _ __ '- X33' 'n ~" Ct. ~ / l '• .,- ~ ~ _ _ /~ 87174 S.F. - .. ~ ~, t / ' ~n 0' 9`-= _ - _ -` ,`(2.001 AC.) -- - J ` /,-/~~,>- _ - -"- - - ~ .(1.095 AC. N.B.P.A.) ~ ` ! ., cr _ \ 1 ;'. / _ ~ ~•' ~' oy,~- ` , ~~ ~,, / ~ 35,23,`` ~` '\\ \ / _ _ ~' ?60'~ ~ J~ /" ~ /' 1 \` ~ `\ 43: ~9- - ~~ l• 668 ~ ' 1. ~''~' ~ $7149 S.F. - QG~,~ .\` \ ` .~ \ t' ---- ~ ~J ~ ~ ~ (2.001 AC.)~ "~ ' ~/ ~ / 1~~~t~, o ,$.9 ' ~ ~. \', f/ i /~ (1.643 ACS N.B.P.A.). Opp, ~0. ~'"; l = c` -p _ ~ •qa, • ~ ! - _ ~ ~ ~• ~ ~. 355.90' , , ! /, •~- q~ r•~:~ ` . ~ r d S ~. f i p 0'~ _ ~~ i / - / %~ ,.~' ~ ~ i i ~j/ ~ 98.97- --• . )~ - • -~+~' ~ .. ~_ '• !I ( r 1.38 ~ / r / ` 1,. __-~ 23.3 , ``.. '~ 87.3 5 L Q i t ` ~ !~3 ~ 87145 $.F i ~ ' r ! / 4. 5, 9S' ~ ~ '_ `r ' ~ : (2.001 AC.) ~ ,. - ;' ' . j- j . -B~. ` ;• ~ ~ r r---- ; ~L / . ,, ~ I~ (1.776 AC. N.B.P,A.~ f'-, , /f~ f ', - ~ '` - -~\ ,; ~ r •r. .~ •~ 1 3 J 0 50 ~~ ~ / l .cn. ~ 331 6$' ~ ~ ft j' f ~ ~ ; / ~~ - ~ r' ~' '` ~ -..' 7192 S, r ry 1 2 '~ ~/~ -'~~ `/o: - ,. `~ /"'' / ~~ ~ .~ ,` ~ :i ~~ /(2.002 AG.) j / ~ ~_ ~" ~~ ~ , ~., . ~ , t~° ~ c ~~ ~~ '~ (1.223 AC. N.B.P.A.~ ~ ;p, '~- ~~~06- ~O', '~i~ ~, r ~ , ~ ~ ~, / %; ; i/ ' g0 % ~ '' see _- ~ J f / •` _ ' ~ j ~ 'J`~~ .6 ~3J ~~1~ .. ~ ~ ,/ 995 2 S.F. ~ ~ ~. ~ \~~ , ~ / /~/ ~ ~ / ~ _ ~~~ v` ~ (2.284 AC.)` -- 1.607 AG ~ ~/ f ~ . ,j / / f ',: ~~ "~~ . ~ (2091 AC.) \. -., / ~ \ ~ ~ M / ~~~ ~' AC. N.B.P.A.} ~ ' ! i i \ ~ ! /~ r .f ~ (1.157 I ~G r ! 1 - ~: , ~, ~ ~,~~ Jessie Nve Subject: Featherstone, Rosamji, Indigo Lot 39, 430420 Location: Hudson Start: Thu 4/15/2004 1:30 PM End: Thu 4/15/2004 2:30 PM Recurrence: (none) 020-1439-39-000 25.29.19.2765 766 Kilt Court ~. - osion c of requir d er letter t de eloper -the k fo non-compli nce -Gk~eck d'stan e to O W for shor land Wing and erosio controls f r the site. House cori~truc on is de ay a of M ch 2004 -Ad u ~p/dose ank, and ge in place of tank instal ns. ,b-~" ~~ ~~ ~ ~-~- ~ Y~~ ~~~~ ~s ~~~ ~ ~~ ~'