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HomeMy WebLinkAbout020-1479-14-000 ST c oix co N AM-4 PLANNING & ZONING November 19, 2009 Kernon Bast c/o Edina Realty, Inc. 400 South 2nd Street Hudson, WI 54016 Code Administrat RE: Compliance deposit refunds for Cottonwood South '07 Tots 715- 386 -4680 Section 36, Town of Hudson Land Information Planning Dear Mr. Bast: 715- 386 -4674 recently reviewed the Board of Adjustment Decision for the above subdivision while Real P,ope, processing a sanitary permit application and noted that you have compliance deposits that 715-3: 677 may be eligible for refund. According to Condition #5: Re. cling "The plan shall be accompanied by a $100 nonrefundable staff review fee and a cash -386-4675 compliance deposit for the lot. The compliance deposit for the six lots under construction shall be $1,100 each, and the compliance deposit for the remaining lots in the subdivision shall be $300 each. The cash compliance deposit will be held by the Zoning Administrator until construction is complete, permanent vegetation has been established, and the project is found to be in compliance with the conditions of this approval, at which time the deposit will be refunded in full. Upon completing construction on each lot, the applicant shall submit to the Zoning Administrator photos of the completed construction and certification from the project engineer that the construction has been completed as approved to serve as proof of compliance." Our sanitary database records show eight (8) permits were issued whose POWTS have been installed and inspected. However, there are some non - compliance issues that must be resolved before lots 2 and lot 24 will be considered "complete ". We need to obtain elevations and documentation of the building sewer and tanks that were installed on lot 24 without county inspection and the mound on lot 2 does not meet the required setback from the north lot line. When we have received photos that document completion of construction on each lot, your F } deposit refunds will be processed. S'. - ely, Pam Quinn Zoning Specialist Cc: Brian & Molly Hayes, lot 24 property owners Andre Buechner, lot 2 property owner Sr CRO /X COUNTY GOVERNMENT CENTER 110 1 CARM /CHAFE ROAD, HUDSON, WI 54016 . . . US H 715 - 386 -4686 FAX PZ @CO SAINT- CRO /X W/ WWW. CO.SAINT-CROIX.WI.US Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety any Building Division INSPECTION REPORT Sanitary Permit No: • ( ATTACH TO PERMIT) 515277 0 GENERAL INFORMATION 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: Bast, Kernon J. Hudson, Town of 020- 1479 -40 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: j 5 / 3 36.29.19.3035 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic „ , / / , Be nchmark 3 j07 O /DO+s Dosing � Alt. 2 (:USA Aeration Blde.,.Se etpr , ‘.1:1:610143' � = �►2fc r % a/. t 49CS V DI Y/t/ - 'was vn av �1. ( g'f 9 du r Holding ; St/Ht Inlet /. SCI-! TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L ■EEL B LDG Vent to Air Intake ROAD Dt Inlet VA J /� , ', Septic / 0 ) Dt Bottom 5�ttuir.--vlS4 ” Dosing ,------- Leader/ n. a. f t l fart � 1 1 d p Z, 2- Aeration \ Di ti t. Pipr��z 4 X t6, r , _' '"J' 5- 4° I ' � Holding Bot. System _ • PUMP /SIPHON INFORMATION N Fi al ra f / 4 / • Manufacturer �� Demand St Cover f f S 2 Z .� ��� GPM QY - /0(--(3 Model Number . TDH Lift Friction Loss d TDH Ft c r \I I- r� _ a (LQ ot S. i Forcemai - Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width 1 Lengt No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. ( Liquid Depth DIMENSIONS 3 r!�i e>.- �� SETBACK SYSTEM TO P/L ig BLDG WEI LAKE /STREAM EACHING 1 Manu (� / INFORMATION ,�_ _ 0 50' L L} r T eOf CHAMBER OR,, 'S�O/ Q / "V U 1V . G9 'OD , Model Number. DISTR UTION SYSTEM . Q . ader/ ifold Dist ribution (�/ .r kf i, x Hole Size x Hole Spacing Vent to it Intake / /� Pipes c i U / / ----- / Length ' O Dia Lengt Dia Spac > � 4 o tri— SO COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Lj �St1'i i s� Depth Over e / Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center ed/Trench Edges - -- Topsoil Yes El No 0 Yes rj No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / F / / 6 Inspection #2: / / ' O Location: 604 Schwalen Drive Hudson, WI - / 5 4 . 0 1 6 (SE 1/4 SW 1/4 33 T29N Co rwo� 1 S• Lot 14 Pal No: 3303 1.) Alt BM Description = "A Of / `�-E� t �IJ 4-e----/ f �� � 2.) Bldg sewer length = 7 01 ,,""' � u'� P . GiJ►.LLt�.- T �/ - amout of cover = > g , 4 / rr , 1.QJ1� Al ° ('� _ �tr S i .� ; _ Plan revision Required? Yes No 112L-11‘ JQ Use other side for additional information. �' `t � s !/ Date Insepctor's Signature Cert. No. SBD -6710 (R.3/97) . PAID commerce.wlgov Safety and Buildings Division County e— 4 201 W. Washington Ave., P.Q. Box 7162 (. r`� i li tleparbnent of Comsneroe sconsin Madison, WI 53707 -7162 Sanitary Permit Number (to be filled in by Co.) 5/ State Transactinon lei Sanitary Permit Application / � i/ ] In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are Project Address 1 than mailing address) of Commerce. Personal information n r� I' submitted to the Department ^ r" submitted e-1 t f •le purposes in accordance with the Privacy Law, s. 15.04(1Xm), Stats. - _ _ V1 " '^ � ' �� �- 4 , , J L Application Information - Please Print o `► ‘1,--e.,'"9_, '` Property Owner's Narita Parce A(P r l l ' ‚ ' -‚ - .111N 1 6 2010 0 /y79 Pro D owners Marling Address / ST. CROIX COUNTY (' 3 35 1 /c.(, LG ., S X.. _OFFICE Govt. �� � )) 3 6 City, S .:. Zip r 5/-;; r/.,1_42 r/4, Section J VV ) 7p! V T? N; R/ l airCi E e IL ype of Building (check all that apply a k 04 Lt / Subdivision Name .r 2 Family Dwelling- Number of Bedroo � Bt• - LO (4e- ❑ Public/Commercial - Describe Use �--' ❑ City of CSM Number ❑ Village of ❑ State Owned - Describe Use awn of 2 b■ak -Gels w )zz4-zZ- Gx. - -(5 III. Typ of Permit: Check o box on line A. Complete line B if applicable) A. System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ` ❑ Permit Transfer to New ' (� f I Before Expiration I Owner 4 L r� IV , of POWTS System/Component/Device: (Check all that apply) !' c '� ` � • _ n- Pressurized In -Ground ❑ Pressurized In- Ground ❑ At -Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil / ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) 710 / 3 Q /A. +■ 0 �. V. Dispersal/Trea nt Area Information: f 3 • 7 , 6 Z sign , Flow (gpd) Des' Soil Application Rate(gpdsf) Di Area Required (sf) Dispersal Area Pro (sf) 1 System E VI. ank Info Capacity in Total # of Manufacturer 8 Gallons Gallons Units _ New Tanks ' Existing Tanks A A ii. O C. 8 1 _ ,� — �i� , Septic or Holding Tank Dosing Chamber i VII. Responsibility Statement - I, the undersigned, assn : . , nsibilty for Instafatton of the POWTS shown on the attached plans.; PI ryName (Print) Plum. i' gnature WifINIP Number Business Phone Number cc-L, z 7 /J- 0?V6 - yaml4, Plumber's Address (Street, Ci S ip Code ` , C / / ? // • i(. Ie t- �� 1c / / ) D j 11 County/Department Use Only Pemtit Fee ) Approved map even Reason o n t IX. Conditimr$t►tNpi ins for Disapproval 3) e J• ` , / 4 =44- v, w..J Imo we.o... +.'L 1. Septic tank, effluent filter and r�t+� . dispersal cell must all be services / mainta'tne4 wit- {r -L as per management plan provided by plumber. ., A►A° t A Z tl�etbicYttequitet be maintained ssintained y f ,` fj J 44:16 " �' I t lU N 1'e' y p m r e system a subm the Counot le Iaeh st n 6 ) 4 PC14* bf. 6,4tyk".-47) loll- % "- SBD -6398 (R. 01/07) Validt1 1/098 t � � � 6.03e 0 l,L,. lad- � 1 :#-9— • 1 5• 41442 0: rc 3�ce. �!o:s: a.. $ ,tom �° J �D GCybka L PI o....L. , PLOT PLAN • PROJECT Kernon Bast ADDRESS 948 LaBarae Road Hudson Wi 54016 SE 1/4 SW 1 /4S 36 /T 29 N/R 19 W TOWN Hudson COUNTY ST.CROIX MPRS Shaun Bird 226900 DATE BEDROOM 4 CONVENTIONAL XXX IN- GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 872 # of chambers 44 BENCHMARK V.R.P. Top o f telephone pedistal p p al A SSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL * Same as Benchmark SYSTEM ELEVATION 93.3/93.2 7.2' below grade Rentention Pond This pond is very large and deep, tested area is clearly not in the drainage easement nor rentention pond n 10' B-1 • Well is to meet all setbacks required by Scale is 1" = 40' WDNR unless otherwise 45' noted 0% Slope Plans Designed Using 10' 31' Conventional Powts B -3 2 -3' X 88' Cells with >3' spacing Manual Version 2.0 V 45' ■ ' 1/440 B-2 � � DT C J P' I , ' it j - -f - l �' ( 50' a A5L Q * 30 �, ST S �t B.M. 40' 30' o t._.\/,112S ,.-` i r r ?/�1icir all c, -°' gara I I o ork -. Uit`� -eP� ft Pro 4 Bedroom House Pro Town Road I 120' GP v Pro Town Road A Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715- 246 -4516 Date: 6/10/10 Owner: Kernon Bast Location:SE1/4 SW1/4 S36 T29 N,R19W Lot 14 Cottonwood Ridge South Hudson System type: In- ground absorbtion system(conventional) Manuals Used: In- ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4 -5. Maintanance and Contingency Plan 6. Filter Specifications Sheet ;T f. Signature / License number #226900 • PLOT PLAN • PROJECT Kernon Bast ADDRESS 948 LaBarae Road Hudson Wi 54016 SE 1/4 SW 1 /4S 36 /T 29 N/R 19 W TOWN Hudson COUNTY ST.CROIX MPRS Shaun Bird 226900 DATE /12/10 BEDROOM 4 CONVENTIONAL XXX IN- GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 872 # of chambers 44 BENCHMARK V.R.P. Top of telephone pedistal ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL * H. R. P. Same as Benchmark SYSTEM ELEVATION 93.3/93.2 7.2' below grade Rentention Pond This pond is very large and deep, tested area is clearly not in the drainage easement nor rentention pond • Vents 10' • B -1 Well is to meet all Scale is 1" = 40 setbacks required by WDNR unless otherwise 4s' noted 0% Slope Plans Designed Using 10' 31'y Conventional Powts B -3 • 2 -3' X 88' Cells with >3' spacing Manual Version 2.0 • 45' B -2 50' 30' ST B.M. 40' 30' 0' garag Pro 4 Bedroom House Pro Town Road 120' • Pro Town Road Cross Section of Quick 4 Standard -W Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard -W Leaching Chamber with 20.0 ft2 of Area per Chamber 5.8ft ^2 pair of end plates To be >1' above grade - / Finish grade elevation Typical Installation /� 100.6' Vent % Grade Vent 4 ' 4" 4' A -'30/34 Septic Tank 4' Long 1" 5' 4' Long. p Grade at System Elevation 3 4" Grade at System Elevation 3 4" Spacing 5' 2 X 88' Cells Same on other end Observation tubeNent 9.5' -y / A 22 chambers per cell B System elevations: A__93.3 B 93.2 Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. ; .. arge into system is not exceed those required as per Comm. 83 ' ontingen. Plan Option #1. If -, stem fails, determine cause of failure, use alternate area and install new tem in to ed replacement area. Option , 2. Install system at a lower elevation, by removing chambers, removing biomat, and install new system. Option#3. No adequate area is suitable for replacement area, and system elevation cannont be lowered. Install holding tank as last resort. 3. Replace any other failing components as needed. Plumber: Shaun Bird 715 - 246 -4516 St. Croix County Zoning 715 - 386 -4680 Pumper Tom Mondor 715- 246 -5148 Shaun Bird #226900 , . . c,;-- r___,..) ..-,Aiii;-14:,,,,: P ,.._______ :__ il,...,74. ,4 \. Ait -). iVasio- -a , ,4 -yff, fr ... a..... r le k 0 ,--. -, 4,A004_40140:44 — _ _ i --,-, V v fn S o v 7 \Iv' co t 111111 ,I11 1►�It1�► �._,�_'.._ a i a xi 1 1 • _ JI i ,,,,,...................../ Alg■ , ,J . 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D A ! faf�p�6 !f!I!IELDI!I!I�L!I!I!i!I! �, ss�s�sittiOssistiss kai r,as 0 o r T OVONW D stAssks sew _.�s�� - 11c os p d � �l �alliliaiGiil iiillaiGi�il�iahillilhii ,i�l'.i�m "' 0 Z ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer 4. ?. SAs- Mai ?ing Address 90 t404/6E ,pao N w, ' Scfo'f• Pro:,erty Address (o D . Sc. 4'4AL J bite otaso J -. wr v1a6. 60-:-ot co7ra um; (erfcauon required from }lamina & Zoning Department for new construction.) ' City /State __ ¢Eu85o40v Aar Parcel Identification Nutt O/4? 9 lo LEGAL DESCRIPTION ` o p e r t y L o c a t i o n 1St _ , 1 0 J 1/4 Sec. 30 , T 27 NR j W, Town of /tom Subdivision C' rtaxMxab Soar% Lot # 14 - Certified Survey Map # _ , Volume Page # Warranty Deed # / t) , Volume , Page # Spec house no Lot lines idttniftable o na SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its memat a lure to handle wast Proper mainternmcc consists of wing out the septic tank every three years or soma. if needed, by a licensed pampel. Wbat you put into the system can affect the fi;nction of the septic tank as a treatment stage tt tile waste disposal system. Owner maintenance responsibilities are specified in §Cam. 83.52(1) and in Chapter 12 - Si. Croix County Sanitary Ordinance'. The property owner agrees to submit to St. Croix County panning & Zoning Department a certification Forte signed by the owner and by a master plumber, journeyman phurnbe . restricted plumber or a licensed pumper 'verifying that (I) lie on -site wastewater disposal system is in proper operating cond tion at dior (2) der insp=tion and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agee to maintain the givate sewage disposal system with the standards set forth, herein, as set by the Department of Cow and the Department of Natural Rte, State of Wisconsin. Certification stating that your sept: system has been maintained nmst be c omleted and returned to the St. Croix County Planning & Zoning Department within 30 days of the tree year expiration date. Uwe certify that all statements on this fora are use to the best of myiour knowledge. liwe am/are the owners; cite property described above, by virene of a warranty deed recorded in Register of Deeds Office. Number , = : it, `>' poet ATU'RE OF ;{-PL (S) DATE ** *Any information that is misrepresented may result in the sanitary perms being revoked by the Planning & Zoning Department. ' *" Include with this application a recorded warranty deed tuna the Register of Deeds Office and a copy of he certified survey map it' reference is made in the warranty deed. .N I -J i s ;I a a a ` t ■ NI O m r 1Q ,.c x I , em • I 1 A.. 1 I u, *" �r m 0 i w ��i Z ° 1 a I f C r�I 1 wr 1 Z i 1 I 11 1..- Al 1 I = o © .oZ -..► 11:a£ I ■ i I P A) 1 ..;- i 0 1 10j i 1 t c1 • 1 1 � ' I I 1 ■ t t 4 1 � rs • )1.4,„, ' __�.__ 169 �t b.'r 1 - I IS'Lt'D LL29 r 1 rl _ 4".0)----- N. H __ _ ____ _ � - — 3AIBO N3WMHOS ,_.._.$ -u . i 1 S CI i ,Z£'8trtr M.LZ,9Z0OON CV I. 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Q q ° 1,imi$'n; M Ho ;� $g ; i , } € igs e {¢ o �d0 IVwai OW W Q g ' 'D' % � 4t e 1 ; §E [3 ; di g € ; a $ �a L ' !We € d ° z ia: 3=09:i1 ° w ,n iiiIi1 `= c'0 $1111133$ PIN' ' Wz z z ° 1/ • 1 " ] °z . i3sZ° .3 3S Y€ g ? g° Woi , h 06E40 i° rit t7;. b E !�Y u , iB OO° ° o n i iii3ii" !i'q$ =¢¢$�3C: S$ QS3j �3ag8`!! �i0 x �wx °mqn W xn :1:131$1°13/ ginlibh 01 uC 6 33416 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO. , WI STATE BAR OF WISCONSIN FORM 2- 2000 RECEIVED FOR RECORD 08/30/2006 01: . Document Number WARRANTY DEED 11 WARRANTY DEED THIS DEED, made between Michael E. Larson and Joann L. Larson, EXEMPT husband and wife, Grantor, and Kernon J. Bast and Donalda J. Speer -Bast, REC FE 13. 00 00 husband and wife, Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee COPY FEE: CC FEE: the following described real estate in St. Croix County, State of Wisconsin: PAGES: 2 SEE ATTACHED EXHIBIT A Recording Area Name and Return Address: Edina Realty Title, Inc. , Suite l l 5 Hudson, Exceptions to warranties: Hudsonson, WI 1 54016 016 Easements, restrictions and rights -of -way of record, if any. 511203 1 1 — •I I —•$ —III 020 - 1109 -60 -000.. 020 - 1109 -90 -100 Parcel Identification Number (PIN) This is homestead property. Dated this 18th day of August, 2006. r ril. ���� •� t, •A - "L i f I * Michael E. Larson * J • L. Larson AUTHENTICATION ACKNOWLEDGMENT Signature(s) Chprj BroWn STATE OF WISCONSIN ) Nptar i QubltCST. CROIX COUNTY. ) ss. authenticated this 18th day of August, 2006 State Of W ►SCOnSI Personally came before me this August 18, 2006 the above * named Michael E. Larson and Joann L. Larson, husband and wife to me known to be the person(s) who executed the TITLE: MEMBER STATE BAR OF WISCONSIN foregoing ' trument and acknowledged the same. (If not, authorized by § 706.06, Wis. Stats.) / 1 / / THIS INSTRUMENT WAS DRAFTED BY *Cheri B own Notary Public, State of Wisconsin • Peterson, Fram & Bergman — Steven H. Bruns My commission is permanent. (If not, state expiration date: • 50 East Fifth Street, St. Paul, MN 55101 3/11/2007 ) (Signatures may be authenticated or acimowledged. Both are not necessary.) *Names of persons signing in any capacity must be typed or printed below their signature WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2 -2000 1 of 2 EXHIBIT A A PARCEL OF LAND LOCATED IN PART OF THE NE ' OF THE SW '/ AND PART OF THE SE % OF THE SW '/ OF SECTION 36, T29N, R19W, TOWN OF HUDSON, AND IN PART OF THE NE 14 OF THE NW '/ OF SECTION 1, T28N, R19W, TOWN OF TROY, ALL IN ST. CROIX COUNTY, WISCONSIN; INCLUDING LOT 1 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 6, PAGE 1642 AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE; MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE S '/ CORNER OF SAID SECTION 36 BEING THE N ' CORNER OF SAID SECTION 1; THENCE S00 °26'27 "E, ALONG THE NORTH -SOUTH % LINE OF SAID SECTION 1, 24.00 FEET; THENCE N45 °18'02 "W 34.02 FEET TO THE SOUTH LINE OF THE SW ' OF SAID SECTION 36; THENCE S89 °50'23 "W, ALONG SAID SOUTH LINE, 1268.60 FEET; THENCE N44 °48'35 "W 33.73 FEET TO THE WEST LINE OF THE E %z OF THE SW % OF SAID SECTION 36; THENCE N00 °32'26 "E, ALONG SAID WEST LINE, 1480.62 FEET TO THE CENTERLINE OF COUNTY TRUNK HIGHWAY `N" AND A PONIT ON A 1999.00 FOOT RADIUS CURVE, CONCAVE SOUTHERLY, WHOSE CENTRAL ANGLE MEASURES 2 °43'02 ", WHOSE CHORD BEARS S79 °16'37 "E AND MEASURES 94.79 FEET; THENCE EASTERLY, ALONG THE ARC OF SAID CENTERLINE AND SAID CURVE, 94.80 FEET TO THE POINT OF TANGENCY; THENCE S77 °55'06 "E, ALONG SAID CENTERLINE, 967.65 FEET; THENCE S76 °47'47 "E, ALONG SAID CENTERLINE, 280.04 FEET TO THE NORTH -SOUTH '/ LINE OF SAID SECTION 36; THENCE SO0 °27'05 "W, ALONG LAST SAID '/ LINE, 1216.78 FEET TO THE POINT OF BEGINNING. NOTE: Lot 1 of Certified Survey Map filed April 8, 1986 in Volume "6 ", page 1642, as Document No. 410755 is included in the above described lands. 2 of 2 Stcrncicircl Erosiori Control Plan for 1- & 2- Family Dwelling Construction Sites According to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, soil erosion control information needs to be included on the plot plan which is submitted and approved prior to the issuance of building permits for 1- & 2-family dwelling units in those jurisdictions where the soil erosion control provisions of the Uniform Dwelling Code are enforced. This Standard Erosion Control Plan is provided to assist in meeting this requirement. Instructions: 1. Complete this plan by filling in requested information, completing the site diagram and marking appropriate boxes on the inside of this form. 2. In completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading. Water runoff patterns can change significantly as a site is reshaped. 3. Submit this plan at the time of building permit application. PROJECT LOCATION LOT �'� GO} Saari - -ToCl dr .) Please indicate north BUILDER UWE • BAST eCAO *,eRI► OWNER K,a/WM Bar by completing the arrow. WORKSHEET COMPLETED BY ?Mika BAST' DATE +6 111 / SITE DIAGRAM — N Scale: 1 inch = CIO feet 1 HhIHIHhII IiIIIlIlI ll 1F EROION ■■■11 CO 1111■■■■■ ■ .. �. 1110 :1 ■■M:1■1111■%MENI �■ ■■ N ■■ LEGEND ■ ■u1�imormlor` `. ■ lo■■ ■: �I 1111 PROPERTY �U■■■■ mourammi/ LINE bi11 ■ ■ ■1MAI % ■ ■/ /■■■ ■11ES ►\■■.11■ imuseu 11iI.i�■/4 ■11 ■ ■ ■∎1∎14��M ■ ■■ DRAINAGE NAG •■ ■ ■ ■ ■■11MEor 411■ ■ ■ ■ ■ ■ ► ■ ∎i r�Il DRAINAGE 11111111111111111REMINIERINEr I■ ■1111■ ■t ■WA11■ .S■ INI TD TEMPORARY 11T2i ■ / %tIif / /11111114 ■any■' /■wM1 11A DIVERSION [ �� ■ ■ ■1���fi�. / ■ ■lMi ■/!Wi ■[M■ ■ W! i t n 1111 ■1111dMI16.1 ■1111It ■11 "41 - --� FINISHED RDRAINAGE 3Z i DRAINAGE ■..� ■� ■' 111111' /.11rJ111'i.11l;/11• ■0mmoLs LIMITS OF WIPL V111111r. 1 ■1111-:.t i Ea fik// ■ ■1111��11�.\ ■ ■ // ■t= 33ii1/% ■■ ■,mil F.M " f G A11111 ■11■ ■►\■■ ►\ /:i ■11 ■IMAIMi1 ■ b� U111111V \1111 \ 511■ ■► 4111MEIAME 1111■ ■ms's• ■ - - 11 •- -•-• STRAW ■ r�� +: %11'1111►11■■1111■■■►11E�'!711■■■■ BALES / I 1111MWAIIIMIZ M■I•I! AidNIP APAPi:1 ■ ■ ■// GRAVEL V 11« s 1st■ ■ ■■ ommu■■ e etaium Nu ■■ a rmumu vi11 ■■ unan izrard (rmom m O SPECIFICATION ■ ■1 ■1111illiir11■II■1111.■MIC■111tl rola TREE HhIHUFI!i1HIHk!HI PRESERVATION 1111 ■ ■�w�1y1111/ta111111 ■11 ■ ■11 11 �����:�� STOCKPILED ■ ■�■ I ��� r���l ����� i � SOIL ... i1i� ■i.�:r■■■ ■■re■■� /1 ■11 INDr Ea ■1111n11■■11■■11■11 1 . PAID Wrsconsin Department ofCommerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County 5 / ` (1 l Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. � � �� �� � r ,/ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. r `' Please print all information. Revi ed by / / 4 Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ( / I 00/ 6 Property Owner Property Location / h e c ,to / C Govt. Lot $ 1/454 S3 bT 29N R /7 E (•00 Property Owner's Mailing Address 7 Lot # Block # Subd. Name or CSM# /f / � /4 l3a t C� z` — Z Ze'vot.t' 4 -s City State Zip Code hone Number ❑ City Village 'mown Neares Ro //L 1 t /; I 7' e /4 ( ) /7 c / .t I ) New Construction Us Residential / Number of bedrooms Code d - i = • design flow rate 6o a GPD ❑ Replacement ❑ Public or commer« -I - D= - '- _ II Parent material f �t / i� lood Plain eleva on if applicable ���� ft. General comments / a ? . dec.& and recommendations: JUN 1 6 201( " System Type i.L�� ST. CROI) l�l o 73. 3/ 73 �k airri_. ► ■ ING & ZONING or 1 Boring # Hum V9 4 El Boring f Z1 pit Ground surface elev. J 6 D • ft. Depth to limiting factor / in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 I o -qq _, -� - sy 7 ,,ify / -i 1,7%, cs A / yil. . - 4 • g ‘/ r -Ie ■ - ' r / / /v/ii .✓1 5 ....) ... „ : „-----,1' qi.(42 ill ivi zot 1 g` / ( if (1 // # ❑ Boring /� ez2. Boring Pit Ground surface elev. /®D` 6 ft. Depth to limiting factor /d' in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff#2 o - ,.-- -;- ' — — Z �f $ ja , 3/z_ s /a, A. e ti�,le - ‘ - S' , - 5g r s/y - e/ ,?.,144/2 ,r fw .,,,,e , y - _ .2'/r7 ," V.14 — 1 $ " o5 ,,,/ kvJ14 /) - 7 / 6 • 63.3 _—)( 1 • Effluent #1 = BOD > 30 < 220 mg/L and TSS 30 < 150 _ ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Sig j . - CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address ate Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 5401 / 1. — / ,/r/ / 715- 246 -4516 Property Owner _ Parcel ID # Page of Boring # p Boring Pit Ground surface elev. f 66 $ ft. Depth to limiting factor 7 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0 - 3 .6 ` N — _ Z 36- I AOr 31z.. s, % _,>' y. »l,' e./' .14/x ' te b"' 3 yS - 6G /6',/-37V �� / c2r;, /-' 71; FC� ■t/Jri , `l , - Boring # ❑Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 ❑ Boring Boring # Ground surface elev ft. Depth to limiting factor in. ❑ Pit Ground Application Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BO; < 30 mg/L 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 -264 -8777. SBD -8330 (8.6/00) Property Owner _ Parcel ID # Page of v Boring # ❑ Boring ,/ pit Ground surface elev. I I U 1 > > ft. Depth to limiting factor 7 / Z in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 *Eff#2 1 0 -3L --- R 1/ - — -- -- -_._. 2 3,- /0 3/L ----. s, % r' 47 6°' %rre,4 ' ,$) 3 . YS-6G /0 rS /7 , / Ill, ..ii, 4� ,t/2i>� , `/ `/ 1,a - /yg/ ,,,( -°------ O S' ,,V j •✓/ ' 7 /b C 9.) J ii Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff° in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/fV in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 • Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD < 30 mg/L 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 -264 -8777. SBD -8330 (8.6/00) • • Soil Test Plot Pla Project Name Kernon Bast Sh-, ' Bird Address 948 LaBarge Rd Hudson Wi 54016 T: TM #226900 Lot i4 Subdivision Cottonwood Ridge S. Date 6/14/10 SE 1/4 S W 1/4S 36 T 29 N /R19 W Township Hudson Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Telephone Pedistal System Elevation 93.3/93.2 *HRpSame as Benchmark Rentention Pond This pond is very large and deep, tested area is clearly not in the drainage easement nor rentention pond 10' B -1 • Scale is 1" = 40' unless otherwise 4s' noted 0% Slope 10' 30' • B -3 7 45' B -2 • 30' B.M. 40' 30' A garage Pro 4 Bedroom House Pro Town Road 120' • Pro Town Road i e = r G . I l t - I I I! , I 2, - W ,. il '� -1 ��� ..I I 2NIIW1ii 111 :1 5 Ma 6" 0.rInneC0811. mss++ i,c a- r f t 1 tvxrl oh • ,,,acrd onvmno, — 88 n S 1 ill --�- i - I II -- 1 b- - T � !1 1 ice . l? 4s-rJ � c ,_, waTp14 Yerde I i 1:tr I � ;I 7 .----- r - -� -- i L � Design: r 2 rL_ T. :�✓ may`.., 3. • • ■ / 1a It' 1--,c ,,xl I � .. I Tilt '' • io Way _ 7. 1.1 _ ' �. • i . MCI .p ' 1 - i _ ▪ � i . i till, I NI $ JT k iJ' AM I I SEC WKS PM 3 -TU' ilo 0. soy. I I I 2 _____ - rl'e I y .va � 314." e'e i by l Onion ,t,,,, �/'� -17. �, _. 7 D'a" L.T ,y ... • , NlRMS. _ ...M.SC. ? mC,4....:+.NW1e c "..... 0 , . ,., , 11-1a r z - sy t_4 b g R R i o � . MUM-DM "AIN, �J >.— }, `._ 0 I 6 11 1 �1 0 — . , j I Li-m.' I.__ �y� + 1 -4 Ad3v 4p -2 I .+.n¢•. uD of j r. 36'0 `.'d, (As' {f. Was 9Lro I 1 RATE l 10'C' 143 He . HT • I __..e _Art • J - �'d Hd'nw \ . CC —_ K`_ 'se I i � �� � d WrL -� —' 1. /. • 1 I i 1 I_ j I I ! I ' x - I I / — 1 ! r - _'— .._..__._ _ II (I 1 ! 8.ra..�. v',� '''rig ��'�'� _.2Y�_r. RG IPD � 'I � I /� ' a corn ? - � 1 �a�° L \ 9 ° R4 I air !n1_ —I ' 1 t gKw Milo' a� . b /t � r 1 i h 1 ` ■ ;24:, i r r---E1 Bedsits n' _ . f .. • or federal permits and approvals, including but not limited to a County sanitary permit and a Town building permit. 3. Within 30 days of this approval or at such later time as weather permits but no later than 60 days, the applicant shall install silt fencing and other erosion control measures as deemed necessary by the Zoning Administrator on the lots already under construction (specifically Lots 5, 12, 20, 23 and 24). The applicant shall also remove sediments from the ditch adjacent to Lots 12 and 14, and stabilize the erosion occurring on the banks of Pond 4 adjacent to Lot 20. The applicant shall notify the Zoning Administrator when this has been completed. 4. The applicant shall be responsible for inspecting and maintaining the erosion control measures and establishing permanent vegetation on each lot until ownership is transferred, at which time the new property owner shall be responsible. -104 Pe i Se /sT 5. Prior to commencing construction on each lot, the applicant shall submit to and have approved by the Zoning Administrator a construction plan and checklist including but not limited to a project narrative, construction schedule, contractor list and contact information, and site plan with erosion control measures as outlined in the application. hon. The plan shall also include additional Pp p nal information on the grading limits, location of temporary stockpiles, winter cessation plans, and temporary seeding to control erosion. The plan shall be accompanied by a $100 nonrefundable staff review fee and a cash compliance deposit for the lot. The compliance deposit for the six lots under construction shall be $1,100 each, and the compliance deposit for the remaining lots in the subdivision shall be $300 each. The cash compliance deposit will be held by the Zoning Administrator until construction is complete, permanent vegetation has been established, and the project is found to be in compliance with the conditions of this approval, at which time the deposit will be refunded in full. Upon completing construction on each lot, the applicant shall submit to the Zoning Administrator photos of the completed construction and certification from the project engineer that the construction has been completed as approved to serve as proof of compliance. Within 30 days of this decision, the applicant shall submit after - the -fact construction plans, review fees, and compliance deposits for the six lots already under construction. 6. Prior to commencing construction on each lot, the applicant shall install the erosion control measures in accordance with the approved plans. During construction, the smallest amount of bare ground shall be exposed for as short a time as possible. Upon completing construction, temporary ground cover such as mulch shall be used, until permanent cover has successfully established. Phosphorous fertilizers shall not be used to establish and maintain vegetation on the disturbed area of the site, unless a soil test confirms that phosphorous is needed. 7. Any minor change or addition to the project, includin g but not limited to the location of each home site on the plat and changes to the erosion control measures on each lot, shall require review and approval by the Zoning Administrator prior to making the change or addition. Any major change or addition to the originally approved plan will have to go through the special exception approval process. 8. The applicant shall have ten (10) years from the date of this approval to complete construction on Lots 1 -25. Failure to do so shall result in expiration of the special exception permit. If the special exception permit expires or ownership of a lot or lots is transferred before construction is complete, the applicant or new property owner will be required to secure a new special exception permit before starting 3 2., - . • Wisconsin SOIL EVALUATION REPORT #2000 Department of Commerce in accordance with Comm 85, Wis. Adm. Code P age 1 of 3 Division of Safety and Buildings .r--- -' -- *" ---.. Steel's 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 horizontal reference point (BM), direction and ��� percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 02- /y g Please print all inform, • % 1 D Review y Date Personal information you provide may be us: i or s�r GaVetr'rivacy La , s. 15.04 (1) (m)). I r # /j 7/010 Property Owner 6 1ertY Location Bast, Kernon . I Q 6 2�� . Lot na SE1 /4 W1/4, S36, T29N, R19W Property Owner's Mailing Address COON �Y Block # Subd. Name or CSM# 948 Labarge Rd. ST CROIX 4 na Cottonwood Ridge South City State Zip ' ode Phone ■ • : ❑ City [ Village ❑ Town Nearest Road Hudson j WI 1 540 • 1 715 386 - 7775 Hudson 1 Cty Rd N ❑� New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial - Describe: na Parent material outwash plains and stream terraces Flood plain elevation, if applicable na ft. General comments Conventional system, system elevation 95.35. Trenches spaced and depth to code 3.75ft below grade. and recommendations: 1 Boring # ❑ Boring Pit Ground surface elev. 99.50 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff #1 *Eff#2 1 0 -14 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 14 -22 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 22 -27 7.5yr4/4 none grcos osg mvfr gw na .7 1.6 4 27 -110 7.5yr4/6 none ms osg ml na na .7 1.6 ) c j it 1 0.s 4 1 2 Boring # ❑ Boring ❑ Pit Ground surface elev. 98.10 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -17 10yr3/1 none sil 2msbk mfr cs if .6 .8 2 17 -24 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 24 -34 7.5yr4/4 none grcos osg mvfr gw na .7 1.6 4 34 -110 7.5yr4/6 none ms osg ml na na .7 1.6 / 615, 3 33 * Effluent #1 = BOD 5 > 30 < 220 mg /L and S S >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L CST Name (Please Print) nat CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 10/13/2006 715 - 760 - 0347 SBD -8330 (R.07 /00) • ' V Property Owner Bast, Kernon Parcel ID # Pending Page 2 of 3 • 3 Boring # ❑ Boring ❑ Pit Ground surface elev. 98.90 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff #1 *Eff#2 1 0 -10 10yr3/1 none sil 2msbk mfr cs if .6 .8 2 10 -18 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 18 -80 7.5yr4/4 none grcos osg mvfr gw na .7 1.6 4 80 -110 7.5yr4/6 none ms osg ml na na .7 1.6 V/ ------- ,i Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring El Boring oring # ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff #2 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 <150 mg /L * Effluent #2 = BOD < 30 mg /L 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 - 264 -8777. SBD (R.07 /00) Steel's Soil Service • STEEL'S SOIL SERVICE 3 of 3 David J. Steel Kernon Bast 994 200 St. CST - POWTSM SE1 /4,SW1/4,S36,T29N,R19W Baldwin, WI 54002 Lic. #248956 Town of Hudson, St Croix Co. Direct 715- 760 -0347 Cottonwood Ridge South, Lot 14 Fax 715- 684 -3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1 = 40' • = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.90 ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B1 = 99.50 ft B2= 98.10 ft B3 = 98.90 ft B4 = 0.00 ft �o ( jvr / 3 X6 8 zy, lv 57°10- • 156247•. ft �d �N L1. C .B.A.= 1.:'C. aif'. JM NTYSECTION LB0= 1040. +0 MO!' UMENT FOUND 69. , 2 'IPE , OUND X 'IPE SUND 1036.2 1039.4 aR Ft. ND " 1Ri N REBAR SET, WEIGHING � 17 .t . u 3. 20 6 P:R R L FOOT 'C rk 0 2.60 Acres / ' MARKER FOUND in ra 113304 sq. ft )WAY SETBACK LINE 5 a 1 r . C.B.A. = 1.6 .6 AC Q 2 .39 Acres OTHERWISE SHOWN) r11 LBO =1 04 r 103959 sq. ft ss r ;' S C.B.A. = 1.7 AC. 9,2 < 01 „ _ , ( E LB004200 C f9 B -- 6'u, X M 0„, 1039.0 IES) ° ' - -- 5 °c 2fl6.01 °' .ED DRI n Q 1036.4 P _ d'�p Q, - �i�PT D� °iri 1._ � ss iN �. -, �C BCRi DES ?4 15' +�: \ 40� .D. ONTOUR `� AWL- 1036.00 .�''i PCN I f = ,i i , ` k ‘' ,69 2.6 2 6'' C \I - 'El I I \\\: ON T OUR of I - �� _EVAT(ON N \ - 1 0.5' Z f i 9 WE POND EPTH 15' `� \ n BOR PIT DEPTH f� OUS BUILDABLEAR� X r BUILDING OPENING ELEVATION 1 :44,. I 11,:,:,..,.. '4 A X 1036.8 ,RY HIGH WATER MARK g _ - - X X -- -- - - 1 035.6 ` -- `° , .i 1 1 - 205. 4' 20 .95 206.5-1' j X 1037.1 IIII r ,} X - - ; 1039.2 1 6 1039.3 1 Acres ) t X 1.2 2.19 Acres X 92827 sq. ft ■ ' 95390 sq. ft 4 s G = 1.8 AG. 0 ui C.B.A. -1.3 AC. w L80= 1042 N LBO = 1042.00 c2 2.14 Acres I 93096 sq. ft 2 11 C.B.A. = 1.8 AC. . =NT SHALL DO ANYTHING 1040.6 X LBO = 1042.00 X (ITH OR CHANGE THE 1038.6 X 1 ED COMPREHENSIVE WATER `` 04; N PLAN FOR THIS PLAT. THIS 1039 5 • :D TO BUILDING UPON, 6 ' 1 LLING, OREXCAVATIONG OR • AREAS OR EASEMENTS, (..13 WATER RUNWAYS, WATER S SEEDINGS. X 1040.4 \ 213.72 205.92' 206.48' ..... ..... sE1316.60 �. i N89 °50'2; S ARE TO BE PLACED SUCH )ULD DISTURB ANY SURVEY -.,. N ALONG ANY LOT LINE OR