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HomeMy WebLinkAbout020-1388-05-000,cousin Department of Commerce PRIVATE SEWAGE SYSTEM afety and Building Divisjon INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Parcnnal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 'ermit Holder's Name: City Village X Township LaCasse Develo ment Hudson Townshi ;ST BM EI~ : Insp. BM Elev: BM Description: [/ ~ ~ ~ Z r ~ TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~4+ w4~ C G ~" Z ~/ Dosing ___ _----- Aeration Holding TenIK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~ 7 { r / I _~ .~--c _ Aeration /~ H g PUMP/SIPHON INFORMATION Manufacturer Model Numbe - ` TDH Lift -° Friction Loss tem He; orcemain Length Dia. Dist. to SOI ORPTION SYSTEM BE RENC Width r Lengt DIM S '~ - SETBACK SYSTEM TO INFORMATION Type Of System: nICT~IQ11T1~1A1 CVCTCM r No. Of Trenches L BLDG WELL tLtVA I IUIV uA I A County: $t. Cf OiX Sanitary Permit No: 395203 State Plan ID No: Parcel Tax No: 020-1388-05-000 STATION BS HI FS ELEV. Benchmark .y / Alt. BM /, ~~ ~ ~ ~ s Bldg. Sewer ~,/, y / Ht Inlet s ?~, .S. t/Ht Outlet ~ 9 ' Dt Inlet Dt Bottom Header/Man. Dist. Pipe ~ 0 9/: 3 92- Bot. System L Ix L !0. Z~O Z ©- 2 Final Grade 3-3 , R ~-~; (S St Cover x OR Inside Dia. Header/Manifold Length ~ 2 Dia_ Distribution Length ! 3 , ~~ Dia ~Spacing~ x Hole Size -- x Hole Spacing ~ Vent to Air Intake G~AII /~!1\/CD __ n____..__ c~..~a~..... A..1.. vv AA •.~.nil !\r O}_(:rar1P_ SVCfPrTIS UnIV Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bedlfrench Edges Topsoil ~ Yes ~ No ~ Yes ~ No COMMENTS: (Include de discrepencies, persons present, etc.) Inspection #1:_~/~/_ 0 / Inspection #2: / / SadiGS Location: 957 fauwl~r~Ryo~a,~F'R /H~ ud(s!on, W1I 514016 (SE 1/4 NE 1/414 T29N R19W) `Field Haven Lot 5 ~ Parcel No: 14.29.19.2379 1.) Alt BM Description = T°'~' eT tvu"`Q~'~'"' y~J ta ~~~ ~ ' "~J ~/ 2.) Bldg sewer length = "~ ~ ~1 ~ S, ScfS~Gl-~ c°a8~~7-n. daft ~ T^*~ ~~~~ - amount of cover = ~. ~ e~ ( // / r~/ /- b~ $~J~ (~/~n+fa ~`~+~.iT's Ott .d~rSCrbCd SO'~ Plan rebision~'Required? Yes N~ ~ Use other side for additional informa on. ~ ~ G Date nsepctor's Signature Cert. No. SBD-6710 (R.3/97) ~~ ~~ Ij~O ~~ ~~~ I~ ~~ 1 ` Safety and Buil gs Divi~ Washington Ave., P.O.'r 71~~'2 201 W County , 5 . ~ ~ s~n Madison, WI 53707 - 7162 -~ tess Site Add a t~ S ~ ~~eon ~ ~ 79~ ~ department of Commerce Sanitary Permit Num r Sanitary Permit Application 3q SZO J In accord with Comm 83.21, Wis. Adm. Code, rsonal information ou.p Pe y . ^ ~ ~ " ^ Check if Revision . ~ '_ ma be used for seco ses Priva I.aw, s15. tit ' • ••.,f i , I. Application Information -Please Print All Information -~,.., , State Plan LD. Number [ `~ i .,© ~ P Owner's Name ~~ ~ t./ EVE P 1 Number Q,1.0 .» i - ~S-tx~~ . z~.15. z Prope Owner's Mailing Address ~ 1 ' ~~~'~ •_`.: tty I,ocatioa ~ , ; S7 (;AGIX y, lV~r,: S T N, R ~ E City, State Zip Code ~Plioae ffitDg4lif' C+~ftCk ! . ~ ` ~ t N r Block Number ~ l '.~` i ; . '" `, ~~ '` ` Subdivision Name CSM Number G ~ ~/~ d 7/s ~-~ II. Type of Building (check all that apply) ^Ciry ~1 or 2 Fanvly Dwelling -Number of Bedrooms ~ ~ '~!A -'L~w~ /~ u"""" ^Village ^ publiclCotnmercial -Describe Use ~ ~ownship ^ Stau Owned Nearest R d - ~~s •s - o o ~ ~--~ ' - III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. For Courrty use 1 New 2 ^ Replacement System 3 ^ Replacement of 6 ^ Addition to S stem Taak On] Ezis ' stem Permit Number Date Issued B. ^ Check if Sanitary Permit Previously Issued lv. Type of Permit: (Check all that apply)(nttmbering scheme is for internal use) 44 ~ Non -Pressurized In-Ground 21^ Mound 47 ^ Sand Filter 50 ^ Constructed WetLlttd ~ ^ pm~z~ ~~,~uad 41 ^ Holding Tank 48 ^ Single Pass 51 ^ Drip Li a 3' x ~g37Sj 45 ^ At-Gtade 46 ^ Aerobic Treatment Unit 49 ^ Recin,~ulating 30 ^ Othec V. D' rsalPl'reatment Area Information: Design Flow (gpd) Dispersal Atea Dispersal Atrz Soil Application Percolation Rate System Elevation Final Grade d l Required proposed S3 / ev on ~ Rate(Gals./DaycSgEF~t,~ (Min•~ch) ~ ~ - q~, 3a VI. Tank Info Capacity in .Total Number Gallons Gallons of Tanks Manufacturer Frefab Site Steel Fiber Plastic Concrete Constructed Glass New Existing Tanks Tanks ' ~ r Holding Tank / O ~ ~ ~~ti , ~ Dosing Clamber Responsibility Statement- I, the undersigned, assume responsibility for ' tion of the POWTS shown on the attached plans. VII . Business Phone Number b ' Plumbe a (Print) gnature Plumber's er RS Num ~~ a3s his- 8~ 9 lumbe/r's ddress (St~r(eet~, City, State, tp Code) ~~~ ~ ~ f VIII. Count /De artment Use Onl Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Approved ^ Disapproved Surcharge Fee) /~ ^ Owner Given htitial Adverse ~~ ~ E~~~ Q~ ~~l.f/d j / d~~--~/,wt~P/~ 0 Determination C nditiQns of ApprovaUReasons for Disapproval `I'~~Gip~~t~y """'t~ l/ 6Yt`e ~ 4 n `~~~ /' _ M-uNvi~na~W.tij,~S I ~aY `{'GtQ. 4Mfq~Vt~t.K~2. ~`~ v~l""`~w(~La..~.~1 u~ ~ t~ ~ S. t Attach rnmplete plaa~ (to the County ody) for the system on paper not Tess flea 8112 x Il tacltea 1o s4xe SBD-6398 (R. OS/O1) _/ao z~~. ~I- ~~- ~~ ~, ~ ~~ ~t~0 ~ ~ S ~-,~ ~ ~~- ~ ~~ ~~ a-,s ~ T,~ ~So- w~-~~ ~~w,/~,,,~5, ~w ~a(V~ z~~~ l ~~~ ~,,~° IW $n'~ ~ A ~.- l ;~ / 6 X ~I~ ~,x a- Y Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings • in accordance with Comm 85, Wis. Adm. Code si Plan must 11 i h i e t l 81/2 l th t county -~. . C r " x nc es n z . an an on paper no ess tach complete site p A inducts, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. percentslope, scale ordimensions, north arrow, and location and distance to nearest road. Please print all information, iewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~ ~ ~ ~~ Property Owner Property Location Govt Lot S E 1!4 N~ 1/4 S I y T 2,9 N R 19 E (or W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 513 C ~ 5 Fietd Haven City State Zip Code Phone Number [] City ^ Vllage ®Town Nearest Road rNu ! 5yo~~ (-I-S )381-5yo5 d o Mc ~cheon [~ New Construction Use: ~' Residential / Number of bedrooms 3 - `'~ Code derived design flow rate YSO /(i!J ~ GPD ^ Replacement ^ Public or commerdal -Describe: ~ ` ' `~- Parent material Cw-I-wo.s i.~ Flood Plain elevation if applicable ~/t!~ l~- • ~`~ ft. General comments SyS~erv~ e.leV. foP i-YQr`crn 4Z. 3a `O'`"~`'~ ~-r{~''-h ci' 1.3Q ~.... e.1~V. +o cencv~QO.loO auwtr ^4Y~~"c-~ $9•Cao "~ ~rC .~• and recommendations: r4 L><- P -~ ~. . s;~l'p• jYj~~ ',F ..-,~' far r, ::.a~ i t' Boring # ^ Boring 4~',, z~N of Q~ 3d ~" ,~ ,,. ® pit Ground surface elev. ft. Depth to limiting factor - I I Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounda '~ f7oots GP Dlft= in. Munsell Qu. Sz. Cont Cobr Gr. Sz. Sh. ~'~t'..- -- *Eff#1 *Eff#2 d-I I I r -- ~ I ZrY, cs Z-~ ~ 5 . ~ Z r/-z Iv I - SL 2 k -~,- cs I v~ ~ 5 9 ~ ~ 3 2 a`~ u ~ ~~ Boring # ~ Boring ® pit Ground surface elev. _9z, 8u ft. Depth to limiting factor _ I 1 ~~ in. Soil lication Rate Horizon Depth Dominant Color Redox Description Textune Structure Consistence Boundary Roots GP D/fl? in. Munsell Qu. Sz. Cont Cobr Gr. Sz. Sh. *Eff#1 *Eff#2 I o-lo ~ r -- S~1 2 c5 2~ .g 2- 10 - 5 10 r I 5 2 -~ c s I v y . 5 .~ * Effluent #1 =SODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/t. and TSS < 30 mglL CST Name (Please Print) Signature ~ /C~ST~ u~rnb^eC f-,~~n-, ~'~hi~ rrK~ ker- ~~ ~~~/ <-J .7 .emu 7 Address Date Evaluation Conducted Telephone Number 2-/J3 ~J7'-' ~ '~rr~r~-~ rc ~~ S`1 ~ 3 -/ -o ~ ~7~~ )Z~7- y~~ Property Owner LG CG~~P Parcel ID # Page 2. of J a Boring # ~ Boring ® Pit Ground surface elev. ~Z • $~ ft. Depth to limiting factor in. Soil licatian Rate Horizon Depth Dominant Color Redox Descxiption Texture Structure Consistence Boundary Rooffi GP D1fP in. MunseA Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#'I `Ef~2 l o-lo to ~ /3 - Sid 2nr,c~bk r~ c Z~ .5 .8 2 ~a - 3 to I S~ 2 rns bk rr~r c s I v y , 5 9 3 33-1 t 1 - ms vs ar I - _ - ~ ~ • Z a Boring # ~ Boring ^ pit Ground surface elev. ft. Depth to limiting factor in. Soil licetron Rate Horizon Depth Dominant Color Redox Descxiption Texture Structure Consistence Boundary Roots GP D/f~ in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 *Eff#2 Boring # ^ Bonng Ground surface env. ft. Depth to limiting factor in. ^ Pit Soil ication Rate Horizon Depth Dominant Color Redox Description .Texture Structure Consistence Boundary Roots GP D/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 'Effluent #1 = BODS > 30 _< 220 mgll and TSS >30 < 150 mg/L ` Effluent #2 =GODS < 30 mg/i, and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-2648777. SBD-5330 (R.07/W) _ . PAGE~OF~_ NAME G«C u s5 t LOT# LEGAL DESCRIPTIONS E '/<N U4 S I T Zq' N R / E or SCALE: I "_ .~~,~ BM I ELEVATION /4d • ~ BM I DESCRIPTION hai ~ I A I Z "3ox~l~~i c ~~s F-~r BM 2 ELEVATION /UO • C1 BM2DE5CRIPTIONVtGc.'I i',~IK~~~~ora.ldorClus(^~r' SYSTEM ELEVATION ~o (- 9 Z •,~ 0 Locy ~r t'~ 3O ALTERNATE ELEVATION •%P r0•~,pl.uw-~ r' X y. G o -~ /y ' CONTOUR ELEVATION ~Z• ~o, Qy.oo~ 9S. 2 d a~c,~.~. ~ I ~t s I~ap e ~P~~ 5i~ W I~ W a 1 ti~ 1 A~ 0-Z esY'^Z' --~ B-~ ~. 9a .~ Q` x J , ~o ~v A g-3 ^ ~~ v a 3 -~-a~ Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In-Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWYS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In-Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- Table 1: System Design Specifications Sanitary Permit Number 39SZ~3 Number of Bedrooms Design Flow -Peak (gpd) Q Estimated Flow -Average (gpd) O Septic Tank Capacity (gal) O Soil Absorption Component Size (ft2) Type of Wastewater Domestic Table 2: Soil Absorption Component -Limits of Reliable Operation Septic Tank Component Soil Absorption Com onent Design Flow -Peak (gpd) / S `f Maximum Influent Particle Size (in) 1/8 Maximum BOD5 (mg/L) 220 Maximum TSS (mg/L) 150 Tab le 3: Maintenance Schedule Septic Tank Inspect and/or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Septic Tank and Soi{ Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other freatment or holding tank for any reason withouf being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank maybe difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 Management Plan for a Septic Tank and Soil AbsocPtton Component Plantings of deep-rooted trees and shn~bs directly Duet a witht~ ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. ~u~d.~~^~,~ f ~,.~ ~- a.~.- ~~ ~~ 62 .~--0- ~~ P,~ ~ c ~~s~ a~ ~ - ~ 9y.~ Leis) 3g~-y~g~ S'1' C1tOIX COUNTY SGl''I'IC 'TANK MAIN'1'LNANCL AGRLLMI?N'I' AND OWNLRSI111' CLR'1'IhICA`I'ION DORM Owner/Buyer G. AGE ~.S,P ,Q~ I r 4 tr v 1P~~at~ Mailing Address ~'? ~ G~cc~'tT l~ ~ ,~L! ~~ A V ~ Property Address (VeriCcaliou required lion I'lamring Ucparlnrcnl fur ucw conslnrclion City/Slate ~~(~ ~ ~,~,~(~ ~ ('erect Identilicaliun Nunrtrer ~~~ - I~G~Q , 7~ ~®C~ LEGAL DCSCRII''I'ION ~ 1 Properly Location $1G~ '/,, ~~'/,, 5cc. /~ , '1' ZQ N-It_~W, 'Town of _ l~~.r.dS*-sc~ ,% , SuUdivision _I- i ~t~_~t~l~~.-~ Lol l1 Certlfietl Survey Mstp ~E Vulunrc Page tl Wttrruuly Decd tE ~ ~~ ~~7 ,Volume ,_-,L(~, ~02 , Pa6c # Spec Douse O yes tJ~ no I_ot lines irlcntiliahlc ~ yes U no 5~YS'1'LM MA1N'I'ENANCL Gnproper use and maiulenauccof your scplic syslenr could result in its pren-ahne failure to Dandle wastes. Prnpernraiuterrance consists of punupiug out lire septic tack every Duce years ar sooner, if needed by a licensed pumper. Wlral you put into lire system eau affect We futrctiou of tho septic leak as a UcaUucnt stage in lire waste disposal syslenr. The property owner agrees to aubruit to 5t. Croix Zoning Dcparlnrent a certification form, sighed by We owner and by a mastt:rpluwber, jounreyrnau plunrbcr, restricted plumber or a licensed pumper verifying that (I) tiro ou-silo waslewaterdisposal system is iu proper operating condition and/or (2) slier inspection and puurping (if necessary), the scplic lank is less than 1/3 full of sludge. Uwe, the uadcwigucd have read We above requirements and agree to maintain the private sewage disposal system wiW We standards set forth, herein, as set by the Department of Grnuuercc and the Ucparlnrcnt of Natural Resources, Slap: of Wisconsin. Cettifi.catiou staling first your septic system Iras been maintained roust be completed and returned to tl-e SL Croix County Zoning Office withig30 days tiro three yea expiration dale. ~ l~d/UI . SIG A ~ ~ AI'I'LICAN'1' UA'I'Lr OWN)VR CLRTIhICATION I (we) certify that all slalcrncnts ou this fi~rur arc Uuc to the best of my (riur) knowledge. I (wc) am (are) tho owner(s) of the operly described hove, by virtue of a warranty decd recorded in Kcgislcr uC Dccds Otticc. ~/~lol '. SIGNATUR>? O A LICAN'I' UATL *''**** Any information that is mis-represented uray result iu (hc sanitary permit being revoked by lire Zottittg Departrueut.'****** ** Include with tlrls application: a stamped warranty decd trout the Register of Deeds ofTice a copy of the certified survey crap if reference is made iu lire warranty deed Y~~ 1s12Pp<<414 STATE BAR OF WISCONSIN FORM 2 - 1999 Document Number WARRANTY DEED This Deed, made between John W. Moravec and Mary A_ Moravec, husband and wife, Grantor, and LaCasse Development, Inc. _ ^ _ _,__ Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix__ _ _ County, State of Wisconsin (if more space is needed, please attach addendum): E1/2 ofSEl/4 ofNEl/4 of Section 14-29-19, St. Croix County, Wisconsin. Recording Area 641954 Y.ATNLE~N H. WALSH kEGISTER OF DEEDS 5T. CROIX C~.~ WI kECEIVED fOk REC~tD 04-03-2001 2:30 DM YARRANTY DEED EXE!ID1 N ' CENT COPY FEE: COpY fEE: TRANSFER fEE: 924.00 RECORDING fEE: 10.00 PAGES: - 1 Name and Return Address The RiverBank 880 Sixth Street North Hudson, WI 54016 020-10_20-70-000 _ _ __ _ _ __ Pared Identification Number (PIN) This is homestead property. (is) 11ia1dQ Exceptions to warranties: Easements, restrictions and rights-of--way of record, if any. Dated this ~~ _ day of March _ __ _, 2001 • J n W. Moravec ~~j [.~LlT2~~1C1' i _ } Marv A. raves _ __. _. _ AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ..-. .. _ --. _. - _.. _.. _._ St. Croix County ) - , ---- - authenticated this _- _day of _ ___ ~ -- --_ Personally came before me this ,3ZJ~_ day of March 2001 the above named --- '- -- - -`"- - John W. Moravec and Mary A. Moravec, husband and wife, TITLE: MEMBER STATE BAR OF WISCONSIN tQ,rtt ~ n he the person(s) who executed the foregoing (!f not, _ _ _ _ --- --- `~~~ytr~p owledged the same. authorized by ~ 706AG, Wis. Statr'.) .~ ' ~y~'~- - -- --- - ~-- - THIS INSTRUMENT WAS DRAFTED BY _ ! _~, _ __ -__._.----.- Attorney Kristina Ogland - _ 7tG NDtary Cu hc. Stz:c• of Wisconsin _ _ _ _ _ _ ~~ qty r;oa m, ctor, t`pcrmanent. (lf not, state expiration date: Hudson WI 54016 _' (Signatures may he authenticated or acknowledged. Both are not necessary.p"~ `~ ~ tv~?~~ ~'t F~'l ~ ~ -~rJ~ ~) ~~ _ « Names of persons signing in any capacity must he typed or printed below theirs ~e - -- Wormation Pralessbrwls CanDany, F o0 655202 ~ STATE BAR OF W ISCt~M~ffM' `~ WARRANTY DEED FORA NO.2.1999 M ~~ r- ~ -_ ~\ ~y ~ \ ~ •~ M1NiMUM FfRST FLOOR \ ~ ~ ELEVATION OF 936.00 EXISTING :ENq' -~ '\ AI '~\ \ •'Fj ~ ' V,2o~ ~ SHED -\ ~ \ ~~ \ y 50Q~~ ~~\ `~ \ •j~ '1 96.68, N89°44'43"W 191.42' WATER \ \~ C5 IG AREA •\ , `~ \ \• ~\ 1•~~ ~~ 1 ~ EXISTING 1 `, ; I ! SHED I I ~ 3't 1 I I 33' 33' ~ ~ EXISTING r~ S CONCRETE ~ ~ r I ~ ~ I ! EXISTING STRUCTURES r N 3.00 I ~ '~ N ( TO BE REMOVED ~ I r 6 n 6"E 264.41' I ~ c`nv ~ N ~ I 2,219 ACRES ~ ~ I ~ I i I~~~ f I 96,659 SQ FT ti j CQ j~ I i j r~~ l i S89°2754°V1/ 327.1 T p` I~©jJ I© I • r I I I I r~ Z Z o I ....- .~~ ~'r ~ W L~ i ~ r ~ ~. I 33' 33' ~ ~ I 0 I ~~ ( ~` ~ 9 8 S FT `~ N ,CRES I ~`, !• ~~` •1 mac. ~ SQ FT' I. 1 1`.~ 1` ~`~~~ ~ p~`; ~ CENTER OF 80' RADIUS 1 1 __ TEMPORARY CUL-DE-SAC ~~ 1\ ```~`.~ \\ ``~, ,* ~Zc .- ~ ~' ~ ~~ \ EASEMENT TO BE '' -\ ;~~ ~ .. ~ EXTINGUISHED ~ ~ ` ~ ~ `' • • UPON ROAD EXTENSION. .\ ` \~ ~~ N 5'iT' ~~ \.•\ \.\ ~` --` - 0.14' -. - -- Z ~ .` ~ ~ w 3h'` • •.\ ~ C3 `~ `~~ 89°44'43"W 160.14'- ~ ~ ,~ -~,~ _ 3~9 \ '~ ~~ ~~`. S89°44'43"E 16014'° w ..\ '~` ` Z •` '1. W ~~ 3 ~ryg. 2.859 ACRES =~ 124,520 SQ FT ~O^ 4' °~` 2.674 ACRES _~~' 116,492 SQ FT ELEVAf1AON OF 9 B~OUR H.W.I 463.81' ~~ 288.82' ~ __ STORMWATER PONDING AREA r~ % ~_ 63.iT ~,~ 111.82' rn eo BENCHMARK TOP OF ~--•,gf..UMiNUM MONUMENT ELEV 934.39 ---