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HomeMy WebLinkAbout032-2116-40-000 (2) �\ 0 L § t r 0 � § / b 2 R � G @ � � ¢ � 2 � § � � 2 7 ( ■ k 7 � a§ � # � » � 7 z t } ) \ & § \ w CL m §� E§ b cep # §k 7 \ \o 2 U) � k § k $ .2 ) E£c�E_ P = 2 * )c. I£ Cl) ) j }k\ƒ /§ a2 g of o ƒ/§ $]��\J$ § � w =w¥ \ kf§ ) R g LL \ a . $ § o k a k f Cl) \ 1 2 0 0 t k 2 a a a CL 2 = j u) E k k 2 § k �_ = o § k r = i $ k 2 k / � ■ � � § 2 � � / § # § f a 3 0, E G C:, § § k @ \ k § , - ~ / > k § / 2 « 2 § § 2 3 a m o ) f) ) � ® � ■ " E ,: �2 \ E2� ka§ Q 0 a 2 0 U) 0 ti o C m > 0. 0 ca 0 o 0 I I y c O Z N C _ y O @ N LL c O 'O > ° o Q � i v I Z N C O ai W 'I .. y c F E O O O Z > d al a m �a ai a cn ~ � a @ a) E o io c :? 3 O Z d' I �' c g >. c a z d ° .o c @ @ m fn F- •- a m N L a Z 0 m E E o CL m o CJ �_ L y co _ N a N 3 O y O NCO 2 ai c Nv�O �+ N O N — > ' N L y y 0 (D a —' p Lo C • �O N j a Q �Q69 O IL N CL) 4= N I C 2 O 0' OW N CM4 U O Q O z z a C � y C N E E N c .. Y IL CL b :°. c `° Lo � o O D d c N _ f L H F F - ' U w N r 3 0 0 0 a 0 Z° CL I (3) r 5 o N E O U) J V U) O N Z j p N > W ...r O m ;. a. • O Q 7) Z ` Q O ! f� N N ap N C O C O 'o E O O O O !. U S N v d C) O~ O O O 4 I -w O O N O N C a) w Ci N a) N n a) v C C a) N ..i N M E ,n =3 L ui • ?a O U) d M 0 N Z Y V) O L .. L V1 y m a o a a CL m ,� (D .� c +� E A 0 a 0 in ci P t.--- o Cetv-ca.L-- Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building [!vision Sanitary Permit No: • INSPECTION REPORT 395170 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: 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 Parcel Tax No: Perrault, Dale I Somerset Township 032 - 2116 -40 -000 CST BM Elev: Insp. BM Elev: IBM Description: 1 , TANK INFORMATION ELP DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchm Dosing Alt. BM Aeration Bldg. Sewer .Z qp 2S► Holding St/Ht Inlet c(, Iq 17, 301 D TANK SETBACK INFORMATION St/Ht Outlet 97 ,09 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic \ Z L Dt Bottom Dosing J Header /Man. l0. q(o • Aeration Dist. Pipe I 9 6 .O,f / Holding Bot. System p 9 1 �• �p 7 PUMP /SIPHON INFORMATION Final Grade Manu cturer Demand St Cover GPM Model N ber T Lift Friction Loss I System Head TD Ft F main Length Dia. = ist. to Well SOIL ABSORPTION SYSTEM IS BED/TRENCH Width Length / No. Of Tre ches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L IBlf-DG IWELL LAKE /STREA LEACHING I Manu c er: c INFORMATION CHAMBER OR �. Type Of System: , �! � _ UNI Model Nu er: t/ DISTRIBUTION SYSTEM Header /M ifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length 1I Dia _ L- 1 1� Lengt Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes [] No I ] Yes ]_] No COM M ( �cod� aencies, persons present, etc.) Inspection #1: l / 1 Z / Inspection #2: / / Location: 587 217th Av,v, nue Somerset, WI 54025 (SE 1/4 NE 1/415 T31N R19W) Shadow Pines Lot Parcel No: 15.31.19.1064 1.) Alt BM Description 2.) Bldg sewer length = 3� - amount of cover Plan revision Required? Ye U No Use other side for additiona rmation. s �jS t Date © � Insepctor's Signaturefl� �� Cart. No. SBD -6710 (R.3/97) 11YY • 6;) 1 i Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.2 1, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 Wisconsin Personal information you provide may be used for second purposes p Madison, WI 53707 -7302 Department of Commerce [Privacy Law, s. 15.04(1)(m)] (Submit completed form to county if not state owned.) Attach complete plans (to the county copy only) for the s r not less than 8 -1/2 x 11 inches in size. County State Sanitary Permit Number ❑ Chyek if r$vigiv nEto io s application State Plan I. D. Number I. Application Information - Please Print all Information Location: Property Owner ame .`` It: r�D N Property Location 011 114 1/4, S,&-T-j j ,N, R (or Property Owner's Mailing Address ST �►R Lot Num er Block Number 7y y t e C _ tftA City, State Zip Code o Subdivision Name or CSM N ber 'a ' II. Type of Building: (check one) "� %' ❑ City fX 1 or 2 Family Dwelling -No. of Bedrooms :� 6k �� P �'t'` t ❑ Village ❑ Public /Commercial (describe use):_ ski m! OTown of ❑ State -Owned Nearest Road 0 y _ Earc - el Tax Numbe (s III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) A) 1. 3&New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System $) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) NNon- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: I. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation ✓ / ,/ VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the ersigned, assume responsibility for installation 04e POWTS shown on the attached plans. Printk Plumb er's igna ps MP/MPRS No. Business Phone Number mess ( vet City, State Zip C de) c / J- IX. County epartment Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issui Agent Signature (No stamps) [ Approved ❑ Owner Given Initial Adverse Surcharge ) Determination _ ee ZZS Q o (p / X. Conditions of Appr /Reasons fo r Disapprova / r b e /n S�a/l c/ aAj l i6t7ar.& eJ poev tin ah k +A j 1A re r SBD -6398 (R 07/00) Wisconsin Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page 1 of 3 Bureau-of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in sizee0iiii v k st County 1. include, but not limited to: vertical and horizontal reference point (BM d' e' bidfi and `y St. Croix percent slope, scale or dimensions, north arrow, and location and die " ion e res4'&d.� a el I.D. # APPLICANT INFORMATION - Please print all in >lion, �-,� p Revie ad Date Personal information you provide may be used for secondary purposes (Priv w s�1� 04 (1r(m)y. I,L Property Owner cn \ Pngp� , cation Richard Stout \ Q0tGLGAI'F1M 1/4 NE 1/4 T 31 N,R 19 E (or) W Property Owner's Mailing Address t ;'ot #_ _,Block #,, Subd. Name or CSM# 1353 Awatukee Trail '�� i Shadow Pines City State Zip Code Phone Number r_ e ❑ City ❑Village ® Town Nearest Road Hudson ri P 4016 (715 )549-67311 Somerset I 60th Street [2 New Construction Use: [2 Residential / Number of bedrooms a Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow 600 gpd Recommended design loading rate . 7 bed, gpd /ft a ­ trench, gpd /ft Absorption area required 858 bed, ft2 7-,0 trench, ft Maximum design loading rate ' 7 bed, gpd /ft - 8 trench, gpd /ft Recommended infiltration surface elevation(s) See blot plan ft (as referred to site plan benchmark) Additional design /site considerations Parent material CoC2 Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system Z] S ❑ U [iS ❑ u ® S ❑ U ® S ❑ u ❑ S ® U ❑ S R1 U SOIL DESCRIPTION REPORT he�J Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench l odf 1 Q11 1 -0 -4 10yr2/1 -- sil Imabk mfr fs if 'e5 ,6 Z 2 4 -24 1 0yr3 /6 -- sil Imabk mfr fs 1 f Ground 3 4 -41 10yr4/6 -- is 3 mvfr cs -- . 7 .8 2 r elev. 96 ft. 4 41 -86 10yr4/6 Ms osg ml -- -- .7 .8 .� Depth to limiting Q ' factor $a n ' in. Remarks: Boring # 1 -0 -4 10yr2/1 -- sil Amabk mfr fs 1f .5 ;.6 2 2 .4 -24 10yr3/6 sil mabk mfr fs 1f .5 ;.6 .5 3 24-89 10yr4/6 IMS osg ml cs -- .7 8 Ground elev. 94. ft. n 3d , Depth to P \ limiting factor - 8 9 in. Remarks: CST Name (Please Print) Signature Telephone No. .vti 1 1—f- / - 3 Z- Address Date CST Number 1 7C' e c: 4 ec� 4 '� w/' S C'f (-/—/ 7 ~ s'3 PROPERTYOWNER Richard Stout SOIL DESCRIPTION REPORT Page 2_ of I PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 V'tw in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench( 3 1 0 -4 1Oyr2/1 -- it Imabk mfr fs 1f - 8 z 2 -4-24 1 0yr3 /6 sil (mabk mfr fs 1 f � 2 Ground L3 10yr4/6 -- s osg ml cs -- .7 '.8 elev. 95 ft Depth to limiting 3� factor , 89 in. a Remarks: Boring # 1 -4 10yr2/1 -- it Imabk mfr fs 1f 4 2 -24 1 0yr3 /6 -- it Imabk mfr fs 1f . 5 . 6 ,Z 3 4 -8 10yr4/6 -- s osg ml cs -- .7 ,.8 Ground elev. 96 .8 0 43 I y o-8 ; Depth to limiting factor 8( — in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # 1 • 0 -4 1 0yr2 /1 sil I mabk mfr fs 1 f ti �' 2 5 2 .4-36 1 0yr3 /6 sil Imabk mfr fs 1 f �. g ; 3 •Z 3 36 -90 10yr4/6 ms osg ml cs -- .7 ;.8 Ground elev. 94. tt. Depth to limiting factor 9 in. Remar Boring # Ground elev. ft. ' Depth to limiting factor ' Remarks: SBD -8330 (R. 07/96) w So (.9 "= qD l Oeshw.ark I aleu; 100" SV.5re yr, ��,eu g. .yp At r 9� 3d A _.- G 19 0 �._ y �r I ,BM - I� o. a2 •�5 pm 1 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 (POWTS) 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- 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number Number of Bedrooms Design Flow - Peak (gpd) Estimated Flow - Average (gpd) y Septic Tank Capacity (gal) Z o Soil Absorption Component Size (ft /./ Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) Maximum Influent Particle Size in 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 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 R • Management Plan for a Septic Tank and Soil 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 treatment or holding tank for any reason without 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 may be 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 ' t A 62, GA - r _ _ _ ..� __ __. ,., __ l _ __ - __ _ ; _- ,. _ - -_ -- �: -! __ i ___ i _ _' - - '_ _. -_ I __ _ _._ _ _ _ _ _ __ � � _ - _ � i ,, �� -- ._ _ __ I ', ', i - _, _ _ _ __ _. � _ __ __. -- _ _, _. _ ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Mailing Address / y ;���l/� � /�� �S/�5? Property Address (Verification required from Planning Department for new construction) City /State Jjt�0-2A Parcel Identification Number — LE GAL DESCRIPTION Property Location ' /4, y _ '/4, Sec, ,L , TJ/ ^N -R )9 W, Town of Subdivision _p��)„ �S , Lot # `7 Certified Survey Map # , Volume , Page # Warranty Deed# /��i! , Volume Page # Spec house 0 yes ❑ no Lot lines identifiable (9 yes ❑ no SYSTEM MAINTENANCE Improper use and maintenanceof your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment a w d r st gc to the waste system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I /we, 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 sip tem has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 a f the t ee year expi tion /J / Lu, SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) c nts on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the c ope desc9Ej e of a warra nty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. ** Include with this application; a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed ( 07/20/01 14:50 FA% 051104996J PERRAULT GONST Ojos STATE BAR OF WISCONSIN FORM 2 - 1996 WARRANTY DEED R AT14LE OF DEEDS Nlanet 'll 160 p 4PAGE J - O 'j ST. CROIX CO., WI VOI. RECEIM FOR l This Deed, made between - -. ST011 07-20 -2001 2si0 PM I� a D. 6T�DUe and JANLT P. !I - - -� - -- - - WIARWITY *u _ Crantor, EQPT 1 �I and PALE FRANCIS PERRAULT MRT CWT FEEL OVv FEE: TWOS FEE: 167.70 RECOROINB FFE: 10.00 Grantee. '1 DA6ESI 1 ' 1 Grantor, fora valuable cons deredon, conveys and warrants to Grantee the following St. Croix d � c L7, Pro St. Croix Co unt y , WiowO State of Wlsansin I i F ama. i ftu _ h! Lot 7, Plat of Shadow Pines, Town of '� - :' _' ° - - - -- �-- �`- _ -- - -- ' Name and ftNurn Ptltlr6as S ome rs e t , yr nsin. KAAAVW� 9 ST' IJ ii bAkA MN Mar 032- 2118 -40 -coo , teoa Idanl4nellon N urn tae FW 'thts no t homestead p uporty. it (1s) l,IS rwt) i i L it �I J �I IX cepuons to warnnuas: easements, restrictions, rights -of -way and covenants � ii of record. ?� T►E 'I Da Ws aw — (day�o! Jli -�-� 201 (� it Richard 0 Stout Janet P. S tout. !' (SEAL) _— _ _ _ (SEAL) j AUTHENTICATION ACKNOWLEDGMENT Slgruture(s) - -- State of Wisconsim it as. — '--- -- St. Croi _ — Cn q Ili nudwatl ated thh day of ,.. — --- p ■rse(iaVly um■ Were m■ IMs day of I � JUll _ _ _ 2001aboverarnec' R C "a U. St.0 of Janet -- -- ------- _--------- ----- -- ----__...___ I P. Stout TITLE: MEMBER STATE BAR OF W=ONSIN Rf IP Of not, _ me known to the foregatny bCt MAST , lnstn,mallt and a r .� autnurtud by 5706.06, Wis. Stats.) THIS INSTRUMENT WAS ORAFFED BY - - - -- - - - -�' l - - - -- Janet P. Stout -- 1353 A watukee Tr. Hudson, wi .54016 Notary ublia, Stara of WisNnsin My c , mtssl a 1s permar;ent. QF oat, state axptratlon arc. (Sisnatures may be attthen ied tluced or aaknowsed. Both are not �� ..� �.) ' � necessary) •Numof nmar In an munN -' .. _.- ._ � M 6^!^e Ys■Wsl4 typsdaprinad lvlaw dnlr slartsWm �i STATE EAR OF WISCONSIN w,amn>tn Leon manw Ce ft WARRANTY DEED FOAM N■. 2 - 1991 Wasaar, wa. i' 1u VJVI�, ww J I 2 I • 1 0 County Section Corner Monument of Record I 2 Q Set 1 -5/16' x 30' Sold Round Bor ( 2 weighing 4.6 pounce per linen foot. • Set 1' z 24' Iron Pipe weighing o minimum of 1.13 pounds per linear foot. O Found 1' Iron Pipe 0 Found 1' Rod -- Contorting Driveway Y (Approx. Location) Building Setbcck (100' from R.O.M./ y R. Recorded As 75' Existing Wetlands) �I 2 �i THIS INSTRJMENT DRAFTED BY KR1Sl A. EYL AVOT ( 'LATTED�LANpS OWNED ALL LNEAR MEASUREMENTS HAVE BEEN DACE TO - HE NEAREST ONE ( ALL ANGULAR MEASUREMENTS HUNDR EMENTTSMERE MAD TO THE NEAREST FI VE (5) SECONCS Mv0 COMPUTED T:) HE VALUES SHOWN. I ---S8926'46'E 1271.82' - - -- - - --- © " T• W N RO Each parcel shown 0 , 7 this map is subject to State, County and Township laws rule ore ©• - - ' regulations (i.e. wetlands, minimum lot size, --- Na976'46"w 1230.60' -_ - - - w access to parcel, etc.) Before purct•osing or - t = developing any parce con:oct :he St. Croix 246.02' _ _ ' y _ I County Zoning Office and the approoriote `1= 23.57' 1 r t 1 - own Board for advice. 12 U%lry 1 EA5,CMcV7 1 S F 1 1 a 1 < POND F&MdEST RESTRICTIONS 1 I a f70 GRADING " " " " ""' G OR CONSTRU :TION PERVITTED N - HIN -• E ••"' I POND EASEMENTS, / CC 2 1� I( �1 Y 1 u `r J o 131,150 S0. FT, v 307 ACRES Y '00 0 100 N TH 1 1 131,284 SO. FT. m r^ 1 3.01 ACRES SCALE IN G F R CEA i SCALE 100 feet 1 uj n U ` 1 0 Z BEARINGS ARE REFERENCED TO THE NORTH LINE OF THE \ ro lot _, NE 1�4 OF SECTION IS, TC1MlShIP 31 N., iANGE 19 w. n -ICH iS ASSUMED TO BEAR 569'23'33 - E. b1 _ z 1 \s n Cevetooment contains a number of tots eominjted by \ mature oak forest. Cn such lots the Town of Somerset will I I \ require that trees that racy be sub ect to excavation and /pr \ O� construction damage be cpproprictey padded or boarded to 1 \ protect them from b'uising and /or abrasive doril This is \ being requested primarily to prevent the intrusion of oak wilt G \ into the essentially heoltt'y stand of oaks. The Town of Somerset •� further requests that effo -ts be made by to avoid unne:essory \ SC $oil Compaction pound the Dcse of mature oaks. �r At the time of budding permit approval. guidelines 'or tie 204.58' _ . '•194.00• continuing core of this existing forest will De provided 6v new homecwners. — i SOL17H LINE 01 1}t£ S£ 114 OF ME TLAND 7?1� N£ 1/4 (EAST -*f$,r 1/4 LtAC) 25 YR H.W.L. 91837 r Q 3 JOH"WOH