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HomeMy WebLinkAbout040-1286-00-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Division INSPECTION REPORT Sanitary Permit No: 405111 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: Mitchell, Kent I Troy Township 040 - 1286 -00 -000 CST BM Elev: Insp. BM Ele� BM Description: u If I (30 � 00 •a 3 rte✓ � C� �'�.� TANK INFORMATION U ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark f •�° Db• qv l ot •o Dosing Alt. BM 15'.4H r Aeration Bldg. Sewer 7. 01 8' I 8• Holding St/Ht Inlet H TANK SETBACK INFORMATION St/HtOutlet 2.03 '7% TANK TO P/L WELL BLDG. Vent to Air Intake ) e ROAD Dt Inlet Septic 5 Dt Bottom Dosing Header /Man. Aeration Dist. Pi Holding Bot. Sy m � 13 3. 0 21 Final Grade / PUMP /SIPHON INFORMATION 10 Manufacturer Demand St Cover b GPM /�D Model Numb TDH Lift noss System Head TDH Ft Forcemain ngth i o Well SOIL BSORPTION SYSTEM BED/TRENCH Width I Length I No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3, Z SETBACK SYSTEM TO P/L BLDG IWELL LAKE /STREAM LEACHING Manufac L E INFORMATION CHAMBER OR t�t J Type Of System: �+ I `— UNIT Model Numb DISTRIBUTION SYSTEM Header /Ma 'fold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) TS t Length Dia : Length Dia SOIL OVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded 1 xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil A Yes No Yes [ ! No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1�/ T / Z y li Inspection #2: / Location: 514 Orchard Drive Hudson, WI 54016 (NW 11 //4r,N•.W} 1 R19W) The Orchard Lot 30 Parcel No: 09.28.19.1624 1.) Alt BM Description = -T4 8� 2.) Bldg sewer length = 21' - amount of cover= y t$' Se• 1 cxvev Plan revision Required? jl Yes No / Use other side for additional information. ✓� ___ __ _� _ -_ _ _. _ SBD -6710 (R.3/97) t Date r — ` t S � Insepctor's Signature Cert. No. I yz - 5 e OF -- -------- Tp 04 N, It' If r Fo uA 4 ,tq P, Q/, W,e /AruT . `j q l G 0, '7 �li, 72 = 5 � 7. '7 I (lo O UT, i . .� `7 V� 4 7 d je A D L rt'(A Lot R @ S _ G / X710 .L i Safety and Buildings Divisor C ZOl ql. �ysyhington Ave., P.O. Box 7162 ■ 'sconsin �°� W1 53707 - 7162 ` A ddress 4 mctf*z 1) Q De a�tment of Commerce S -2 9 S d Sanitary Permit Number Sanitary Permit Application t05 ( In accord with Comm g3.21, Ms. Adm. Code, personal atformation You provide ❑ Chock if Revision .v be used for Pri Law sls. 1 m Sate pin I.D. Number L APPS° la"Wil ba - Pkaee Prtnt All Information Parcel Number Property owner's Name C yo . 1 21 ` L k a (( Piny Locatioa Petry Owner Address 7 7 �o I� is✓ O` �� T, o IC /r sss Ze� Lot Number Block Number G zip Code Phone Number / Stare Subdivision Name CSM Number s i zg 6S7 " 77( - gsya �, n V � t DA C� � �.. ocity II. Type of Building (� all that aPp4) f 4s :$ " �' 1 or 2 Pan* Dwelliq - Number of Bedrooms [] Public/ - Describe Use a ownshi �� o ❑ sass Owaea (..[) 3 x % 3. �• e Nearest Road ( 1 D � & a✓ s = 11") / lets line B if applicable) III. Type of Permit: (Check only one b" on line A (numbering scheme for internal use). ComP A 1 New 1 2 0 ReQ Sy"M 3 0 Replacement of 6 ❑Addition m or Camq we Tank Od seem stem Permit Number Date Issued B. 0 check if SaninrY pemtit hvviouslY laamd IV. Type of Permit: ( Cb-& all that apply)(namberiDg sc"me is for internal use) ' j gm A #4 44 ,p Non - 2111 Mound 47 ❑ Snead Filter 30 (3 d constructed Wetlu �'� 510 Drip line ❑ In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass Z 3 A� - 30 0 other 43 0 A< -Grade 1�Ae robic T Unit 49 ❑ Rec' V. tment Area Informati Percolation Rate stem Elevation Final Grade (lam) Di Wi spersal Ara Dispersal Area Soil Application Elevation Ded Wi Proposed RaWGals./Dayr/Sq.Ft.) (Min. /Ineh) � It- Q 17 � oD 3 , 1 Site Steel Fiber Plastic Total Number Manufacturer Prefab VI. Tank Info Gpne�' in Coocaete Consuucood Glatt Gallons Gallons of Tanks New P. Taaks Taoko S�goc or Holding Took Z G I w i . i f VII. Responsibility Statement - 1, the uoderdgned, assume respmsibM7 for hystalladon of the POWTS shown on Bu Phone Number PWmber Signaaue MP/Kr" Number Plumber's Name (Friar) .y 3 Plumber Address (Street. City, Star, Zip Code) , /l. V. Coun me ent Use Only Date issued Issuing Agent Signature (No Stamps) VIII. Permit Fee (includes Groundwater Approved 0 Disapproved Surdwqc Fee) vo 0 Owner Given Initial Adverse S M 2 '2z - Deoermination DL Caoditiom of App ros'ans for pproval r w�ucac CJCf26.� -{ oyv4c ,M ct tti n:, -1t ppar Mt ks tla. il/2 :11 laeLes w ale SPn -6398 (R. 05/01) YE e ex ov - A4 - I 25� 1` 1 3. nt . 'T',o �, e�' �/ , 4 Avll� 4 b4 7 L ZI - E, Ac. to 1408 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85 Wis. Adm. Code AC.E. Sol & Site Evaluations Attach complete site plan on paper not less thaq.8% x, -1 1 mdres in size. Plan must Cou St. Crouc include, but not limited to: vertical and hwizohW reference point (BM), direction and percent slope, scale or dimemsions, nalh arrow, and location and duce to nearest road. Parcel I.D. 040- 1039- 70 -000, ID#9.28.17.133A Please pl�*#ll infra on. 11,kieweel By Date Personal information you provide nia�b�sed roc (Privacy LaM 15.04 (1) (m)). 2 �Z Property Owner 9 property Location Miller, Sam °ti a 'l b _ • Lott NW 1M N 1/4 S 9 T 28 NR 19 W Property Owner's Mailing Address ^ r �' r -~ tot # T Bk1dc # Subd. Name or C3tiM! P.O. Box 151 �Rr ���F :, 30 I - - - -- Plat Of Miller's Orchard City Code .",<�C' I City _ j Village ej Town Nearest Road Hudson I WI `6 0f6 1, (74,6-1 - 9 Troy Orchard Dr. & A pple Pine C r. e New Construction Use: iM Residential / Number of bedrooms 4 Code derived design flaw rate 600 GPD Replacerrrsrrt J Public or commercial - Describe: Parent material Glacial outwash Flood plain elevation, if applicable na Germ comments and r+sao n nendations: Recommend installing 2 trenches at 3'x 90.625', using 29 high capacity BioDiffuser infiltrator chambers at system elev. = 93.00'. a Boring # Boring Pit Ground Surface elev. 97.65 R Depth to limiting factor > 126" in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF "Eff#1 1 '0#2 1 0 -7 1Oyr3/2 none sl 2fsbk mvfr gs 2fm 0.5 0.9 2 7 -12 1Oyr4/4 none gr. sl 2fsbk mvfr cs 2f,1m 0.5 0.9 3 12 -24 7.5yr416 none 9r. cos Osg ml cs 1fm 0.7 1.2 4 24 -55 1Oyr5/6 none s Os ml gs - 0.7 1.2 5 5 -9 2 1Oyr5/4 none s Osg ml gw - 0.7 1.2 6 92 -126 1Oyr6 /4 none s Osg ml - - 0.7 1.2 93.a Boring # Boring Pit Ground Surface elev. 97.10 ft. Depth to limiting factor >123 in. Sol Application Rate Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPD/W "Eff#1 "EtT#2 1 0 -12 1Oyr3/2 none sl 2fsbk mvfr gs 2fm 0.5 0.9 2 12 -21 1Oyr4 /4 none gr. sl 2fsbk mvfr cs 20m 0.5 0.9 3 21 -26 7.5yr4/6 none Is Osg ml cs 1fm 0.7 1.2 4 26-40 10 r5/6 none s Osg ml gs - 0.7 1.2 5 40 -73 10yr5/4 none s Osg ml gw - 0.7 1.2 6 73 -123 1Oyr6 /4 none s Osg m - - 0.7 1.2 `?. 2 , 2 - " Effluent #1= BOD y > 30 < 220 mg/L and TSS > < 150 mg/L ' Effl = BOD <30 mg/L and TSS <-W mg/L CST Name (Please Print) Sig CST Number James K. Thompson S•-- -- 3 602 Address AC.E. Soil & Site Evaluations Date valuation Conducted Telephone Number 340 Paulson Lake Lam, Osceola, WI 54020 4/23/01 715- 248 -7767 1g06 Property Owner Miller, Sam Parcel ID # 040 -1039 - 70- 0 I Page 2 of 3 a� #� 0 Pit Ground Surface elev. 95.95 ft. Depth to limiting factor > 122" in. Soil Ap Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots ME *Eff#1 *01#2 1 0-6 1 none sl 2fs mvfr gs 2fm 0.5 0.9 2 6 -12 1Oyr4 /4 none sl 2fsbk mvfr Cs 20m 0.5 0.9 3 12 -18 7. no ne gr.Is Osg ml cs 1fm 0.7 1.2 4 18 -32 10yr5 /6 none s Osg ml gs - 0.7 1.2 5 32-68 1Oyr5/4 none s O ml g w - 0.7 1.2 6 68 -122 1Oyr6 /4 none s Osg ml - - 0.7 1.2 - � � /fir � - -- -- - - - - - -- -_ - - - -- - - -- F Boring 4 � # IM Pd Ground Surface elev. 94.48 ft. Depth to limiting factor >110" in. Sol Apps Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIW *Eff#1 *Eff#2 1 0 -7 1Oyr3 /2 none sl 2 fsbk mvfr gs 2fm 0.5 0.9 2 7 -13 1Oyr4/4 none sl 2fsbk mvfr cs 2f,1m 0.5 0.9 3 13 -18 7.5yr4/6 none Is Osg ml cs 1 fm 0.7 1.2 4 18 -26 1Oyr5 /6 none s Osg ml gs - 0.7 1.2 5 26 1Oyr5 /4 non s Osg ml gw - 0.7 1.2 6 62 -110 1Oyr6 /4 none s Osg ml - - 0.7 1.2 F- s Borir� # Boring IM Pit Ground Surface elev. 93.58 ft. Depth to limiting factor >115 in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-6 1Oyr3 /2 none sl 2fsbk mvfr gs 2fm 0.5 0 2 6 -18 1 Oyr4 /4 none sl 2fsbk mvfr cs 2f i m 0.5 0.9 3 18 -22 7.5yr4/6 none gr.Is Osg ml cs 1fm 0.7 1.2 4 22 -40 1Oyr5 /6 none s Osg ml gs - 0.7 1.2 5 40-65 1Oyr5 /4 non s Osg ml gw - 0.7 1.2 6 65 -115 1Oyr6/4 none s Os ml - - 0.7 1.2 " Effluent #1= BOD 5 > 30 < 220 mg& and TSS >30 < 150 mg/L * Effluent #2 = BM. <30 mg& and TSS <,.0 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 akemate format, please contact the department at 608- 266 -3151 or TTY 608- 264 -8777. I P�. 303 • / 3o fyl ; / /e �� Orc/ia�d < c e, N V7 b2 n � s 6C„ Ll .c t3ehc.4, n'lvrk: . of ,i6 l� \ �e� /Voe r r 0 BioDfffuser SPecificatio y ► (� -- =5 s Chwrdw r- ChwnbW 1 4' Knockout Universal 1 .1 Av ailab l e Si ze s Chamber 11" Stan- 14" High 16" High D y��''y� imensions dard Capacity Capacity 'lam � e � . 1 • 'R1 �. ✓� r � Private On site Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each for maintaining the system within System (POWYS) shall include information and proce dures the parameters of Comm and 84, and the conditions of royal b the department, agent, roved ed plans permits for system are on file at the county or governmental unit. T he a pp zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. C d et Systems SB round Soil Absorption Component Manual for Private Onsite Wastewater 10567 -P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number S Number of Bedrooms G© o Design Flow - Peak (gpd) Estimated Flow - Average (gpd) Septic Tank Capacity (gal) f Z Soil Absorption Component Size (ft) Domestic Type of Wastewater Table 2: Soil Absorption component Tank component So I Abso ption Component Sep I -L Design Flow - Peak (gpd) 1/8 Maximum Influent Particle Size (in) 220 Maximum B00 (mg/L) 150 Maximum TSS (mg /L) Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 y ears Outlet Filter Inspect once a year and clean at least once every 3 y ears Soil Absorption Component Inspect once every 3 years Se tic Tank tanks The septic tank shall be maintained by an individual 'de posed of n accordance with under s. 281.48, Stats. The contents of the septic tank shall be NR 113, Wis. Adm. Code (Servicing Septic orHolddingTrenches, anks, mps esCor Portable Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Restrooms). The operating condition of the se and outlet filter shall be assessed at least .�,� T e outlet filt shall eaned as necessa re to made to once every 3 years by inspection. proper operation. The filter cartrisg sh off the filbterrwheneemoved from s enclosure. If the retain solids in the tank that may g 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 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 Absorption Component Plantings of deep- rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. Th, ; s Q su BcG /oc f -� ,� , ►, Tti� al @Q S ✓S' �S 3 1 • 1 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Koi S u Mailing Address 7 d , -r T. D C .� SSI Z� Property Address S (q c' 2 C M A t., " 1 (Verification required from Planning Department for new construction) City/State H U) : `' ° Ll Parcel Identification Number LEGAL DESCRIPTION Property Location N W ' /., N t) '/., Sec. 2 T L8 N -R Town of `T K= O ,Subdivision T4 � L5 X-C t 14 9 b , Lot # Certified Survey Map # ( ; Volume �, Page # S Warranty Deed # S 3 3 , Volume Page # S , Spec house O yes no Lot lines identifiable l yes 0 no SYSTEM CE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, 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 tin that septic stem has been maintained must be completed and returned to St. Croix County Zoning Office within 30 � 8 your se P day o the three year expiration date. SIGNA TURE OF APPLICANT DATE : rOWNER CERTIFICATION i; {we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the prop6hy,.described above, by virtue of a warranty 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 STATE BAR OF WISCONSIN FORM 2 - 1998 " E-s5r34�9 WARRANTY DEED 'r "1 "f Hl EEN H. WALSH hEGI STEF OF DEEDS YUL .�Uc�7 / Document Number PAGE �2 7 i . CROIX CO., WI Sam E. Miller, a RECEIVED FOR RECORD This Deed, made between Q$ -10 -2001 8:30 AN single person, WARRANTY DEED Grantor, EXEMPT # Kent A. Mitchell and Susan L. Mitchell CEkT COPY FEE: and husband and wife, as survivorship arital COPY FEE: P TRANSFER FEE: 209.70 property, RECORDING FEE: 10.00 Grantee. PAGES: 1 Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin: Name and Return Address �jKent and Susan Mitchell ~,7446 Upper 24th Street North ;Oakdale, MN 55128 040 - 1286 -00 -000 Parcel Identification Number (PIN) This IS not homestead property. (is) (is not) 'I I ±� Lot 30, Plat of The Orchard Subdivision in the Town of Troy, St. Croix County, Wisconsin. j Exceptions to warranties: i Subject to easements, reservations and restrictions of record. t 4 ' HIGHWAY SETBACK THE ORCHARD, AS PER WISCONSIN ADMINISTRATIVE CODE TRANS 233 NO IMPROVEMENTS OR LOCATED IN PART OF THE NORTHWEST 1/4 c STRUCTURES ARE ALLOWED BETWEEN THE RIGHT - OF - WAY AND THE SETBACK PART OF THE SOUTHWEST 1/4 OF THE NOW LINE IMPROVEMENTS INCLUDE BUT ARE NOT LIMITED TO SIGNS, PARKING LOTS, 5 OF CERTIFIED SURVEY MAP RECORDED IN PARALLEL DRIVEWAYS, WELLS, SEPTIC SYSTEMS, DRAINAGE FACILITIES, ETC.. IT PART OF THE NORTHWEST 1/4 OF THE SOU' BEING EXPRESSLY INTENDED THAT THESE RESTRICTIONS SHALL CONSTITUTE A 5 OF CERTIFIED SURVEY MAP RECORDED IN RESTRICTION FOR THE BENEFIT OF THE PUBLIC ACCORDING TO SECTION 236.293, PART OF THE NORTHEAST 1/4 OF THE NOR1 WISCONSIN STATUTES AND SHALL BE ENFORCEABLE BY THE DEPARTMENT OF THE NORTHWEST 1/4 OF THE NORTHEAST 1, TRANSPORTATION. CONTACT THE WISCONSIN DEPARTMENT OF TRANSPORTATION NORTH. RANGE 19 WEST. TOWN OF TROY, S1 DISTRICT OFFICE FOR INFORMATION. THE PHONE NUMBER MAYBE OBTAINED BY CONTACTING YOUR COUNTY HIGHWAY DEPARTMENT. i I I I I I I I FOUND 3' ALIMINUM j � I I CORNER 9 ST i SM j NORTH LINE NW 11/4 SECTION 9 2666. 5' S89'12'35 "W 287.60 IPs.9s 316.45 2E1.ss 151.0 252.60 / 55• POND HWE - 854.20' 4f E N 0111' E / r24' E 1 - LOT 28 of / / 1 5 iStoY� // ' � LOT 29 °^ LOT 32 // // 3 // , N s E ., T 114513 Sq. Ft. CSM_L�OT I / OT 31 k / 109052 Sq. Ft. ' 2.63 Ac. VOL_ 9 PAGE 2603 / // // / / / 2.50 Ac. T= 1 N.B. 1.98 AC. o / / / / 1 / N.B. 2.06 AC. L N.B. 86124 sq. N 1 119902 Sq. Ft. N I // // / I y / N.B. 89629 sq. fl J c I 2.75 Ac. m 109 - - - - -- - / N.B. 2.41 AC. w V N.B. 105181 sq. fl. N.B. 2.33 AC. W N.B. 101345 sq. fl. t C:) b - _770_12' -- ___86.71' / N N ---- ------ - --- -- _ \ L OT/9 0 0 ® DEauren m FUT RO A 1 895953" W®��� ��\ // T TMEP"s"E 66' EASEMEN l� -� 2 28.4 - o "N 893953" \ 109035 S Ft. / / S 78 N -- 169.14 - 292.02 - - - -� \ \ \\ 2.50 Ac. / // T //�//�� E 10 N -' ?�� \ N.B. 2.50 AC. / J3 8 LO ■ ICY / N.B. 109035 sq. ft. / /��yy�y4�/ ! �. TEMPORARY CUL -DE -SAC � 117229 Sq. Ft. \ // �ryC / EASEMENT REMOVE UPON 1,) 2.69 AC. y .y WESTERLY EXTENSION OF o LOT 9 \\ * g \\ / /,� s''/ 9',. 10968 Sq. Ft. ; ROAD rn N.B. 2.57 AC. \ �. \ / �•`' / y� ' Ac. Z N.B. 111750 sq. ft. \ �. `/ �d.7 ..� /bi 1 .1 9 `tr'4/ I i ` - 20126' Sbv.Y2S`11' ~ ` y, \ * / / / ` - `6• 211. F$17 E U tib \ w �f N.B. 2.36 AC. 5� ow. \ 4 n T . \\ N.B. 102923 sq. ft. �h \LOT 10 �•, Z 740;' N ^� _112 q' S Ft. \\ \4� 228.61'-- - - 687 >4 J 2. 9 Ac. ® \ s n - - - - - - 0 r W \ N.B. 59 AC. n J I Lu S87 34'25 "E N.B. 112747 sq. ft. N I rn DEEDED BY I49,41 SO 54'33 "W 1 °h LOT 11 ' L,l 6 L / e� 3 N LOT 81 �'Z o o 26 \ 171954 Sq. Ft. 0 1 4 111626 Sq. fit. - -- 3.9 Ac. o 1J 2.56 Ac. \ 148.76' N89'46'50 "E r - J N.B. 3.95 AC. I CSM VOL_5 _ i0 I N.B. 171954 sq. ft. Z 2 N. PAGE 1300 85.25' N32'19'4 "W L 0 N cn aM VOL 1 N N.B. 2.56 AC. to f N.B. 111626 s ft. Z H iA Z M 01 0 co 502.64' -- 0 -- - - - - - - - - -- - 106.. ' - - - - - 250.31' N88'57'07 "E 100.00' Noo so's4 ~W - - COUNTY HIGHWAY FF R.A. 512.30' 8*57. 7" _ _ - 512.29' S88'ST07 ~ W - - - - - - - --- i - - - - 235.64' - - - - 276.65' + MATrN I INF