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BOA 1972June B, 5:30 P.M. Chanhass iila5e Mall ftibers Present: Anne Neils and Dean Sc.hees' Pleiiier sent: Ward Passe The hearing was called to order by the Chairwoman, Anne Neils, REQUEST FOR VARIANCE - ROBERT P. SWANSON: Robert P. Swanson of Cat er Beach was present to explain a propose two-story addition to his hcase. He requested two variances from Zoning Ordinance No. 47, Section 7.05 3. Side Yard Regulations. One variance for a nine (9) foot two (2) in:•'-h side yard depth and the other variance for a seven (7) foot four (A) in;h side yard depth. Lucille N . Swanson. Lucille Swa l a , o►i of Carver Beach or, the adjoining prapeRy to I.hti amp i i cant, no Llel ation to the applicant, was present at the hearing. She voiced objections to the proposed addition because her belief is the Zoning Ordinance is law, and should remain as law and not be changed. And that there are many unfinished buildings in the Carver Beach area and she did not wart this to happen in her back yard. And she believed that this add-i cion would tinder her view. BLUFF CREEK HIGHLANDS 2ND ADDITION - LOT3: Les Bridger owner of Lot 3, unuff g tan n d itnh_a_ _ iti3icated that he would attend the hearing to request variance for a p-,,oposed house on this lot.. Mr. Bridger was not present at the hearing and did not vile an application, He had indicated that he would request a variance -?rcm Zoning Ordinance No. 47, Section 7.05, 2. Front Yard Regulations. The request would have been for a fifteen (15) foot front yard depth. Plans were available 'for review by the Board Members. Chairwoman Neils and Board Member Scheef reviewed the plans and both unofficially recommended denial, they indicated that no undue hardship was p=-a_:en3b in ineet ing the ordinances minimum thirty (30) foot set -back requirements. REQUEST FOR VARIANCE - ROBERT P. SIIANSON:(continued): Members of the Board cont nue the wetng a the S%_*!non residence to investigate the site of the proposed ade—I tion . Chairwoman Anne Neils recommended denial o• the variance request. She felt that the proposed addition would crowd the area to much. And that Zoning Ordinance No. 47 was put into effect for a purpose. Boars' Member Dean Scheef recommended approval. He felt that the proposed addition would be an asset to the exsisting house. Hearing Adjourned - 7:00 P.M. My Ul na ve 0 to y J r to VILLAGE OF CHANHASSEN Date May 30, 1972 APPEAL FROM RULING OF BUILDING INSPECTOR Filed by Name: Robert Swanson Address: Route 7, Box 716, Excelsior, Minnesota RE: Building permit application dated May 26, 1972, which was duly processed and subsequently denied by the Building Inspector, as per motice of ruling dated May 26, 1972. TO THE BOARD OF ADJUSTMENTS AND APPEALS: The undersigned applicant hereby appeals from the said ruling of the Building Inspector on the following grounds: Existing house is 912" from the property line. The planned addition would be no closer than 9'0" from the property line. Variance $35.00 5:30 P.M. SON able for review at the Village Hall. 17 77 --------- - eul. ne c C7 e bsio ,12;71 w7e?l k- �'oc- s- :7&4, z ".-7" N BO.i.RD QF !v,r member 1►bs = ;man �,:':�� The hearing was called to order by Chairwoman Anne Neils. REQUEST FOR VARIANCE -- BRUCE WATSON ( LOT 10, ELOCR 3, GREENWOOD SHORES) : John Doyle of Living Systems; Inc. arid Craig Larson or' Streeter - Andrus, agents, for Bruce Watson weLe presen-' at the hearing. They were requesting a variance from Ordinance No. 10, Sect.—Drr. 2. Minnesota Individual Sewage Dis osa'' System Code of Mini.minii Standards. Percolation tests performed on 3une 5 an 6, 9 2, by Subterranean Engineering, Inc.. (Addendum f 1), indicated that the natural soils of Lot 10, Block 3, Greenwood Shores, are unsuitable for installation of a conventional the drain field for sanitary sewage disposal. John Doyle and Craig Larson pre- sented plans for an alternate drain field system designed by Sullivan Septic Service, Inc., (Addendum # 2) . Chairwomar. Anne Neils reconunended denial of the variance request, based on the per�zolation tests, and she suggested that they per- form another percolation test. Board Member Ward Passe .recouuneiided denial of the variance request, based on the percolation tests, he suggested that the drain field system proposed by Sullivan Septic Service, Inc. be submitted to the Village Engineers (3choe)1 L. Madson, Inc.) for a reeomnendatic from them (Addendum # 3) . REQUEST FOR VARI-MCE -- LES BRIDGER (LOT 3, BLOCK 1r BLUFF CREEK HIGHLANDS 2ND ADDITION) : Les Bridger and Don . Rer of Don Revier Construction Co. prFsent at the hearing. Les Bridger was requesting a . ax iazice from &caning Ordinance No. 47, Section 7. 05 , 2. Front: Yard Regulations. The request was for_ a twenty (20) toot front yard depth. Les Bridger and Don Revier stated that they were requesting the variance for the reason that if the proposed house was set: baciz to a tront yard depth of thirty (30) feet, extensive concrete block work would be needed on the southern portion of the proposed house because of the hillside condition Of the lot. Les Bridger also staked that he could not change his • house design to a more alaboiate design for a hillside lot because of additional. n liC :.F_n '�i _ •_ a7iT��l1►` ?''i`�',: 1�i� . m - HEARING •-• June 22, 1972 C1 -lei I .. _. c: :� '. __;lr.'.. Wa.' d Passe tabled s � Ct}YniitEIIld >Vj illBcJard V' ' _.i wM ii,' _';-; j 0 A 1� _ The�4 h_,%e ix?tsOJ?'s a .5::.C9wry j,in .f:.� ti"i�:...,�:�<.t! .•i }3� , ��' �';�."_= ill_. � :a _T _. I.LI) OW 1101-e•, to c;re 't'I`} t scouring. pipe was then placed in the licie � a.1:: 0,, s acn _. r.d. it backfi'LITd and tamped, using the :;oi). ex - the hole. Water was ther, added aAV is!i' - i:: r?eces-sa'y� _ff)r ca 4 h.`•ur svtu11'.3tion periot_ -i! saL 1. ;:�i.'.. ;, :"ic .�2 � ,. �5 i t `i:_! .i .. 'i .1@3C J:. t•'?t _, 3Ye}' f..._ '.t'L'.C'";, �:�:I l:" ^„� f�1- 2-� h,L'rS, witl. __-CZ:d_4ngS at 3 S `Fk►E aRc to -xe.: crvaducte:'. fully in 1rixh the t,it. "indiYidual Sevage Disposal. System Code, UbpILV'"nt of Health, '196xt' SOIL Cr'Z_,1, C ` 'Dai k b :-oa-n fine sandy silty, voc is b 0-gnnj CS Moist. Fla: 1, ii.-owA ,i _lty •i_ine sand. (S?4) . We.t. 'a.ndy & cla,rley silt, trace fir," gray'-:. (CL-YL) . ``lastic. ZZtir�a HJI.T, i•�P,;iIil.frJ Hole fully open an' dry 30 hours after ►:olmpletioI1. 6 Brown to dark b''rr: j-�;3e�99sfy3.ns Sankly i7 silt,clayzy Nii�,. , . 3.7V Brc n f it ty Rine to x:adium sand _;. GSM) .. Sa tiara :ed . ' ROLE TERMINVED 1e' bra ish black mildly organ c i:i.rie sandy and clayey silt. (ML-OL) oist- I ° • - S 7r I ' Bravu line, sandy clayey lUt . Test 'Hc l'f,,' T - 3 r fins �- ., p yam. -tiff i •Obae�ived P.a-colata.on--Rate Over Time Interval Prem Start .. _ .... _ i�i �tat�.5 'peT 'iric1i • ... j ..,...,.... f .. 15 Zero Pa: colation Zero I Percolation 35 60 60 . 45 "so Zero Percolation! 60 Zaxo Fercolaticn 4 yt,. 75 ZeTo Porcolat"'J11i Zer-L Percolation 105 I Zorn P<< Xcol at:_C� i so w. 1 60 # Zero Percola t-ion y3 L 7-re Parcolai- .cn 60 120 PercrIatkon 4 7..x� Perso? s? 6- 1513 ................................ A �... _-_...�..._._... In Last R©L��- . ...i�� ...____ tG i o- �..w�®m_-....�r...rs�...� ma.�ao.......ss�....v �,-.,,.<nw.i.� •�...,-�sn - -w..�c.�+�-,�.,-....-e_ -«i The _t40m f xe silts indica,.tm thb� t&C natural sails at this situ are 'Uasuitatic for i-AsullT.-rion of _. CC%ventior. al tilt 3,xa.in gi-il'3 for , sanitary sewage ic"isposall. The Parent underlying soil type at this sit,a , • aAd 1,a the serroundkig I (I S. s' area, .44!i a clayey s It of IOU, permee4llty, 'Chi -is special measures will be required for prop- e-t ane. ;-�a.fe disposal of the sanitary savage generated from the h�•u€.eo Since a soil absorption system is not fea.sit.ia, cons7d•e7atlon should be given to use of a buried steer hold- ing tank -which would have to be pumped out at regular tim4°, intervals. It may be assumed that there could be as much as 400 gal:.ons per day of waste. Thus the steel tank saoul.d be c� S600 to 8000 gallon capacity. It could be ouried horizontally, with a proper pipe and cap for ready + access ba; thA, pumping unit. Alternatively there could be a conventional sep - tic tud: Grid ;i. seepage pit or series of seepage pits of total 4000 gallon capacity. However these pits would also requirs -periodic pumping. SUSTERRMEAN ENGINEERING INC. y ` r fl.A s r. ' �CX�'I1 EiSi.�'�� f!• I'�• Registered Professional Emsin.eer Distzi.bution: 3cc. Mr. 13. Matson Icc L:t,taong S stems, 1n,c •YA..:.7:VFlvnTb�'R:.r :�?IfauG:.l__:. 3.s.:-_,.:as.;.=s="r.:-.1:•�z,.s2..�::'_rs�•: s:.•:.-,.. �.aG "'=rr�--:.esrnD3�6.^._o Yv�..—...�r:f- n .''�iG1� I • �t� 1•-R-ft►dCr� Y fi t• 'ti m .s` `'. OF t h T -� "'= T"; ®!or S. J. 1914- fF`'� e SOIL PERCOLATION TESTS SINGLE -FAMILY -DWELLING CHA HASSEN. MINNESOTa, L.Lor.mr. Bruce Watson ea •ae+ex:: �rac lecvn�e.rmr SUB ERRAMBAN Fdrawn E NGINEIERING INC.Ws ,vouco.,". WN SULTING SOIL ENGINEERS "fie M6 '.NNEAl=0LIS,. MINN. checked job rya. {Pgis .�• W�lG"4f•� � V . AaD�E/V,al�/yi � 2, ., J� �.r•I FSaL LYL L• � �16 V 'S9W A� � � R:b' • �'- �NdN � �. �'T ti �Y � i �`'� r`• 3880 "s-!d4;ii?WA'Y 10; SOUTH WAYZATA, ib W4N.5W9l F. I MMI Sudi + � Pat S. Srrtiavuae E,dw. F. SaMvw rn ems. o 0 54 ca ar3 crx -0 O O 0 e C3. U •r•1 �••i P � r`a � � � L:1 CgJi C3 � = N O C*- U v 4 Lf fig 4-1 a $ x e u Sk OD u &S 4-t U Rim 0 < W ENGiNiiERS AND SURVHt'OAS WILLIAM D. SCHOELL CARLISLE MADSON I PHONE - 50 NINTH AVENUE SOUTH ' HOPKIN4,3. 1AINN-,sorr, 553r' Jane 23, 1971ir • ` ' :Y: •*. Vie.` .• �„i.r4 Mr. Adolph Tessness, Administrator P. Q. Box 147 Gf)antasse:I, Mi In. 55317 Subject. Request toyfuilding Per�l��r&%i t: Block 3, Greenwood Shores - Fr-jce Watson Dear Mr. 'Tel;ssness- Mr. John C. Dovl= of Living Sysiems, Inc, sa'-mitted copies of tree, enclosed soil absorption tests and proposed seviage dis- posAl system layout to .,a Loday *with the. request that it be examined and a rer_om:endation as to its feasibility given to you. As can be noted, there is substantially TLo absorption-_ 120 minutes per inch. Realizing thin, Mr. Doyle had �u11i- van 3epric Service make a In omit tor a proposed sysrem which could give som e;amFlonce; of disposal ,ntil severs aver in- stalled. We believe re is time is icn,r +'o five- ,ears gw-Ay. we Have eaxnial:ted =J.,e Ijosposed li&yo-ut. it consists of about one and one-half times the rormoj xrsorptivn area necessary .tor a sys7am wc,ich would he satisfactory with the miniar-cm satis- ttctory absorption test. It also lass a c,ank dmostream from the field to facilitAte any p�.cmping of excess :iq-lid which might be required. With as poor absorption as this lot ham, normally ws would discourage building a home dependent on such absorption until public sewr became available. However, if the owner agrees to do arty pwVing required when the loosest tatik fills, and also agrees to build tree system as shown, and to hook up to public sever immediately when it breoenes available, we think the Village interest would not be darAged by (such construction at • this t imr. . Very truly yours, SGHs3.g11 & MADSONT, INC. ,t.�s ,8.eo�.e n Is U R ViE-)" ISI "J. % '_"' R Al L P Ociates Iron Moymm--m-t her:ObY GOrti 5- that this is a true and ccrr.,ct representattan ®f of tl e boundaries-, Lot '. Block Bluff Creek Hf�hi;nds Ind Addition, Carver Count,-, Minnesota. And of the 104-1_rtloo of all bufle-Irags, t�nareon, and all visible gncroech- ment�,, iif any.,, ?m-s or an said Ai surveyed by m& this 31st dzy Of May, 1972. COMSSKNUTSON ASSOICIWISCS, INQ rj -F. C HOARD OF ADJUSTMENTS AND APPEALS - HEARING July 1, 1972 - 10:00 A.M. Chanhassen Village Mall Members Present: Anne Neils, ward Passe and Dean Scheff. The hearing was'called to order by Chairwoman, Anne Neils. REQUEST FOR VARIANCE - LES BRIDGER (LOT 3, BLOCK 1, BLUFF CREEK HIGHLANDS 2ND ADDITION) : All members of the Beard met at Lot 3, B oc , Blu t Creek Highlands 2nd A-Mition, to investigate Les Bridgers lot and proposed house loco ,.n. A motion was made by ward Passe and seconded by Dean Scheff to denie the variance on the grounds that the variance request does not keep with the spirit and intent of the ordinance. And that no undue hardship was created by keeping within the regulations of Ordinance No. 47. Motion unanimously approved. REQUEST FOR VARIANCE - DAVID PETERSON (CARVER BEACH): David Peterson was not present at the hearing, due to illness. He was requesting a variance from Ordinance No. 45, Section 2, 2.03 Exsisting Platted Areas. He was requesting a variance to build on a twenty thousand ;'20,000) square foot lot in an area were Ordinance No. 45 requires thirty thousand (30,000) square feet. A motion was made by Dean Scheff and seconded by ward Passe to approve the request for variance because of the unique, and pre- exsisting conditions of the Carver Beach area. And there is a considerable ammount of distance between the proposed house and houses on adjoining lots. Motion unanimously approved. Hearing adjourned - 11:30 A.M William Ballhorn, Secretary FA I Notts: 473 4352" ARLEIGH C. SMITH Rqi9tered Ptofes-simal Ev!zirwcr atId Land Surv�,r 2030 Ea!kr Way_-aE_i F�ulct,rj PLAT OF SURVEY Of PHOPERTY 01 i):Iie 111 7 c —X e 1K.. 7 ver HAPL.11 n/,50117X / E,5 �-.3 6 ILAUREL_ C=TMCA?E,Olr LOCATION OF BUILDING -ClENTiriCATE OF SURVEy I Mret)y certify that on- .—Li.,: lit ct,� It' n%§& a SUFVeY 0 !.hc P.;1()VJ!uraticsn,.f tt&t: bj,.jjj,,,,g .11taki .,21,1 -pal 4m the above deacr.csed pro, ft)- and that the loz ation 101;Lf of swd buildip-W is correLtly sh_,.%,n on the auove plat T� BOARD OF ADJUSTMENTS AND APPEALS August 5,1972 - 9:00 A.M. Chanhassen Village mall Members Present: Anne Neils and Ward Passe Member Absent: Dean Scheff The hearing was called to order by the Chairwoman, Anne Neil:., REQUEST FOR VARIANCE - JAMES J. LaFAVE: James LaFave was pres-nt to explain a one-story addition to his house on lots 3211 b 32.2 Carver Beach. Ile requested one variance from Zoning Ordinance No. 47, Section 7.05, 3. Side Yard Regulations. The variance request was for a six (6) foot side yard depth. The board continued the hearing at lots 3211 a 3212 Carver Beach to invest igate the site of the proposed addition. Chairwoman Anne Neils and Board Member Ward Passe recommended approval of the variance request. There is no sewage disposal system on this property that meets the requirements of Village Ordinance No. 10. The board members felt that this house should not be occupied untill such a time that sewer is available or an f� accepted sewage disposal system is constructed. Hearing Adjourned - 10:00 Ctl BOARD OF ADJUSTMENTS AIZD APPEALS September 15, 1972 - 9:00 A.M. Chanhassen Village Hall Members Present: Anne Neils, Ward Passe and Dean Scheff. The hearing �.,as called to order by the Chairwoman, Anne Neils. REQUEST FOR 17A.RIANCE - DON FOWLER: Don Fowler, Lots 6 and 7 Sunset 771""e—W, was request-ing a variance for building a garage. He requesred a variance from Zoning Ordinance No. 47, Section 7.05, 2. Front Yard Regulations. The variance is for a ter) (10) foot front yard setback for the garage. Mr. Fowler indicated that he would have problems locating the garage further back on the property because the elevation drops off sharply. A motion was made by Dean Scheff and seconded by Anne Neils to approve the variance request under the condition that the garage doors face onto the hard surfaced driveway in frout of the house and not onto State Highway No. 101. Motion un- animously approved. REQUEST FOR VARIANCE - DWIGHT I.MiKER: YAAght Imker of Carver Beach was requesting a variance from Ordinance Lo. 45, Section 2.03. Be was requesting a variance to build a house on Lots 1889 to 1893 Carver Beach, the building site is approximately eight thousand (8,000) square feet whereas the Ordinance re- quires a building sits of thirty thousand (30,000) square feet. A motion was made by Ward Passe and seconded by Dean Scheff to deny the request for variance. The Board Members felt that this was not an adequate ammount of square -footage of land on which to build a house. Motion unanimously approved. Hearing adjourned - 10:00 A.M. William Ballhorn, Secretary 91-0 avy 'Pur Y 1� ;py :44C�' Ptll� 1 0 lv� Yz cl- B'JARD OF ADJUSTMELITS AND APPEALS 1.eptember 30, 1972 - 9:00 A.M. Chanhassen Village Hall Members Present: Anne Aeils, Dean Scheff and ward Passe. The hearing was called to order by the Chairwoman, Anne Neils. REQUEST FOR VARIANCE - WILLIAM HUNTINGTON: Mrs. Carol Hunting on was present requesting a variance from Ordinance No. 45, Section 2.03. She was requesting a variance to build a house on Lots 1391 - 1400 Carver Beach, the build- ing site is approximately 17,500 square feet whereas the Ordinance requires 30,000 square feet. A motion was made by Dean Scheff and seconded by Ward Passe to approve the request for variance. The Board Members felt that the variance request should be approved because of the uniqueness of the situation and because the property is surrounded on three sides by roads. Motion unanimously approved. Hearing adjourned - 10:00 A.M. William Ballhorn, Secretary VILLAGE OF CHANHASSEN NOTICE OF HEARING BEFORE THE BOARD OF ADJUSTMENTS AND APPEALS An appeal has been filed with the Zoning Administrator for variance of Ordinance No. 47. The Board of Adjustments and Appeals will conduct a hearing of this appeal on September 30, 1972 _, 9:00 A.M. at the Village Hall. APPLICANT: William Huntington PLANS: 1 set of building plans and 1 plot plan. VILLAGE OF CHANHASSEN APBLICATION FOR VARIANCE Date Filed September 22, 1972 Fee Paid 35.00 Hearing Set For September 30, 1972 Applicant William Huntington Phone Address Route 2, Box 95 Legal description of property Carver Beach Lots 1391 - 1400 Variance requested from Ordinance # 45 From which section of the Ordinance do you seek a variance? Section 2.03 why? To build a house on approximately 17,500 square feet. Carol E. Huntington Signature of Applicant Application should be supplemented with maps, plans or other additional data which may aid the Board of Adjustments and Appeals in the analysis of the proposed project. VILLAGE OF CHANHASSEN APIBLICATION FOR VARIANCE Date Filed Fee Paid Hearing Set F%� A licant ' 1% /.�i,�;G�c�� r��.�'�-�.C� � Phone Address_ �a "te- --2 � 9s Legal description of property, Variance requested from Ordinance # �S From which section of the Ordinance do you seek a variance? W'hy?e i� 5 g ture of App c %pplication should be supplemented with maps, plans or other additional data which may aid Ln the analysis of the proposed project. t 0 0 6-4,E)A,E 8L=Ar,,V Pa . af;ARD OF ADJUS-i"i-I-E-111TS 11,11IND i,,.PPIEALS - PTARVT; November 4, 1972 - )QJj,) Chanhassen Vill'age 1-fall k I Members Present: An,,,se Nei 's end Peiri Scheff eitrd asse People present at thts hearing - NAME Mr. & firs. Richard Piagert Mr. R. L. Frederick Mr. Charles Neft ADDRESS 301 Ist No., Hopkins Route 1, Chaska Route 1, Chaska RE2UEST FORIARIANCE - RICHARD RILURT: Richard Rievert was present tcj requeilf—a- vari- nce rom Tri—ce-IfUT.41-5, Section 2.�J2, Uri latted Land-s. Mr. Riegert purchased one and one-eiath (1 1/8) acres for Mr. RleZert at that time did, not knah, thalt. there was an Ordinance rPqu1?itiwj Unplatted Lands,, (Ordinance No. .45", requiring two and one-half f2 112) acres for a bvildfty site. PAIr. fleft and Mr. Riegert explained what the property in question Is 'land 'tacked on three sides ky exsistilriq house?-, abutting, the property and bordered on the fourth side by a private res- idential road. Roard ftmber Dean Scheff made a motion and Chairworiwn Anne Neils seconded to table any decision unt{ll inure, Information couldf be gathered and Board Member Ward, Passe could be reached For a decis-1ccn. Hearing. Adjouriled -- 9:45 A.1N. November 11, 1972: Board Member Dean 'Scheff made a motion and Board Member Wrd Passe s�conc;zd to recomend approv41 of the variance request to the Council. The Board flea )err felt that the request should be approved because of the unique and pre-existing conditions that caused this narticular property to be I -and locked og all four sides. Bill blailhorn, SecrptaTy w 4 Y � d.,S, p E I f yf; Fy s .. 1 ASS � 3 .• ! �. k--� �;, S AS .y ' �ktt��.TER;'D. ,I q ,GRIEPENTROC: 1, CnK �t,92t {{�� ••yy6.. zt? 629 P - p _ J:j��JJ�; r r r llllS y 1 of i N• ' �' rr't t2 A} + Qtas',_ Neftrc 1 s ID fn It CD _j 03 C is s, fia d .;egert is -;u ] A!1 G W :, ' r y I,PB£8 , �' Iz A7 e 42 Y ' -10 yet, .gyp IT Yi. - _ mom:' F `0d�v.i':,� :�.'�+ � I-'r •riP^^.'.,.:..2:fII',a.-«'s'C-6:'r��`,',i@R.•1C:'22...,. Y"Ft'PS*T."=.!'.:".!'Y.S3 ��.:._-..•.,.n ' , r�. .... ,.`. :"�",., .... - .. �" .'YSr,nx-•n. A� i a C r No C r <r} October 25, 1972 $35. 00 November 4, 1972 Richard Riegert 935- 5314 301 1st St. No., Hopkins, Mn. The Norht 150.0 feet of the South 360.0 feet of the East one-half of the West one-half of the Southeast Quarter of the Northwest (E 1/2 of W 1/2 of SE 1/4 of Nw 1/4) of Section 24, 1 1/8 Acres 45 2.02 Bouqht it from Daniel M. Weller with the understanding that we w re going to build a house on it not knowing that there was an ording!�ce for unplatted Him land. Board of Adjustments and Appeals VILLAGE OF CHANHASSEN NOTICE OF HEARING BEFORE THE BOARD OF ADJUSTMENTS AND APPEALS An appeal has been filed with the Zoning Administrator for variance of Ordinance No. 45, Section 2.02. The Board of Adjustments and Appeals will conduct a hearing of this appeal on: November 4, 1972 , 9:00 A.M. , at the Village Hall. APPLICANT: Richard Riegert PLANS: Plot Plan. z� .l El rD ru U) -s rD Eg 0 r+ z 0 x J• rL rD �J co W A 7© J• m r) s N it W 0y W I J• rD - N O fi N m 150, 4. BOARD OF ADJUSTMENTS AND APPEALS December 23 1972 - 9:30 A.M. Chanhassen Village Hall Members Present: Anne Neils, Dean Scheff and Ward Passe. The hearing was called to order by the Chairwoman, Anne Neils. - REQUEST FOR VARIANCE - JOHN PHILLIPS: Mr. Phillips was present to request a variance from Ordinance No: 47, (Zoning Ordinance), Section 7.05 (2.), Front Yard Regulations.. Mr. Phillips was requesting a variance for a twenty-four foot (24'.) front yard depth for a pro- posed house on Lot I Block 1, Bluff Creek Highlands 2nd Addition,. (Addendum.1). Mr. Phillips is requestin the variance for the reasons stated in his Application for Variance, ?Addendum 2). A motion was made by Dean Scheff and seconded by Ward Passe to recommend approval of.the variance request to preserve:the natural beauty of'. the landscape and provide a natural sound barrier from State Highway, No: 101. Motion unanimously approved. Hearing adjourned r 9.:45 A.M. William Ballnorn - Secretary , \'ADDENDUM 1 n SS BL i 5Ac it •V � � J J �� / r , �l I �2.1 l a /,v lob f all N LO le, Orr? AIL a b 3 > iN N a o� >>U`8',y C: N / C: 26 30 — — /0000. o ti 25006 Uti/�/ 1 `� 1 bl / a c c'e Jv 6, 66 ho 00 1 ' I I ADDENDUM Z VILLAGE of CHANHASSEN AP&LICATION FOR VARIANCE Date Filed December 12, 1972 Fee Paid 35.00 Hearing Set For December 23, 1972 Home = Work Applicant John Ph i 11 i ps Phone445-1163 540i2-1-GG 628 Gorman St., Shakopee, Minn. Address P -____-- Legal description of property Lot 1 Block 1 , Bluff Creek Highlands 2nd Add'n. Variance requested from ordinance # 47 From which section of the Ordinance do you seek a variance? Section 7.05(2.) Front Yard Regulations Why? It is hereby requested that the structure be allowed to extend six (6) feet into thirty (30) foot boundary back from property line. This would position house twenty-four (24) feet back from property line, or eighty-four (84) feet from center point of cul-de-sac. This is requested for the purpose of conserving trees and therefore avoiding erosion patterns, also this would shorten drivewqy, which would further prevent erosion. And preserve the natural beauty of the landscape. It is also aSked that the additional hardship of, added expense, due to the placing of the structure further into the hillside, be avoided by granting the requested variance. Granting said variance 7 ' would also facilitate owner with-�"''`" a .gnature of Applicant natural sound barrier from State Hwy. 101, i.e. trees which could be left in the back area. Application should be supplemented with maps, plans or other additional data which may aid the gnaw! �f n�austments and Appeals in the analysis of the proposed project. 9ADDENDUM 2 VILLAGE OF CHANHASSEN APBLICATION FOR VARIANCE Date Filed December 12, 1972 Fee Paid 35.00 Hearing Set For December 23, 1972 Applicant John Phillips Home = Work Phone445-1163 540-2100 Address 628 Gorman St., Shakopee, Minn. Legal description of property Lot 1 Block 1 , Bluff Creek Highlands 2nd Add'n. Variance requested from Ordinance # 47 From which section of the Ordinance do you seek a variance? Section 7.05(2.) Front Yard Regulations Why? It is hereby requested that the structure be allowed to extend six (6) feet into thirty (30) foot boundary back from property line. This would position house twenty-four (24) feet back from property line, or eighty-four (84) feet from center point of cul-de-sac. This is requested for the purpose of conservinn trees and therefore avoiding erosion patterns, also this would shorten drivewqy, which would further prevent erosion. And preserve the natural beauty of the landscape. It is also asked that the additional hardship of, added expense, due to the placing of the structure further into the hillside, be avoided by granting the requested variance. Granting said variance r dA would also facilitate owner with natural sound barrier from State Hwy X11 gnatu.... Applicant 101, i.e. trees which could be left in the back area. Application should be supplemented with maps, plans or other additional data which may aid thepeals in the analysis of the proposed project. B.OAP,D OF ADJUSTMENTS AND APPEALS - HEARING March 24, 1973 - 9:30 A.M. Chanhassen Village Hall Members Present: Anne Neils and Dean Scheff People present at the hearing: NAME ADDRESS John Havli3- Jr. 513 ChaiView, Chanhassen Arthur Kerber 511 Chan View, Chanhassen REQUEST FOR VARIANCE - JOHN HAVLIK JR.: John Havlik Jr. was present at the hearing to request a variance from Ordinance No. 47, Section 7.05, 2. Front Yard Regulations. Mr. Havlik was requesting a variance to build a garage on the west side of his house. The garage would be a twenty-six (26) foot (depth) by thirty (30) foot (length) attached garage, with the garage doors facing south. The variance request was for thirteen and one-half (13 1/2) feet which would give him a sixteen and one-half (16 1/ 2) foot front yard depth from his property line facing Laredo Drive. A motion was made by Dean Scheff and seconded by Anne Neils to recommend approval of the variance. -request, under the condition that the garage be built as described in the variance request. Hearing adjourned - 10:00 A.M. William Ballhorn, Secretary VILLAGE OF CHANHASSEN NOTICE OF HEARING BEFORE THE BOARD OF ADJUSTMENTS AND APPEALS An appeal has been filed with the Zoning Administrator for variance of Zoning Ordinance No. 47. The Board of Adjustments and Appeals will conduct a hearing of this appeal on March 24, 1973 9:30 A.M. at the Village Hall. APPLICANT: John Havlik Jr. PLANS; Copy of 1964 Application for Building Permit VILLAGE OF CHANHASSEN APB LICCATION FOR VARIANCE /, ; Date Filed / Fee Paid �, - s ; 0-0 Hearing Set For 0-/7 Applicant -At d Phone % V.- Address Le 1 descriptio of property n % �- Variance requested from Ordinance #�47 From which section of the Ordinance do you seek a variance? Why?�% - z LIPty... L.410 (.t.C.- 2� G%^ IRLT 3� vQ /j J 91 _)�tnl �lL'tGQ �J�' LZc� f -G64, A),-Utd �} n ✓ - �, : gnature of ApplA46nt At Application should be supplemented with maps, plans or other additional data which may aid the Cop,,,, of 1964 Application for Bldg. Permit in the analysis of the proposed project. sower corn. 15.63 APPLICATION IFOR BUILDING gT ordhse.value February 22, 1964 only 14,400 ,00 fie........... Village ; Count 1................ ................ ...-..................................................... ........................ ...Total.:.... 2� Villa&e:...............................»of. Ch tlh, ss n.............................................in, the Uouu;ll of of the ............................ ...._. ............oax: er........,............ �tit�rlt; uj'.1/icrrcr�+r/n.: ; The undersigned applicant whose address is ............. D.AX...3.�....; ha�,t�;as.sen,...�lirycu�s.ata. .»....... ..». for and on behalf of...J rr,. ohn..M,11amlik...J............................................_ _..... w1wse, address is Hopkins.i. Minnesota..............................................:........:.»..................h0l(lby rtlrirtirx for if lnY';riii ,l .. ............. . .................. . Build...a...apK...h9uae............................... ».».................................................................................................................. I ....... ....:..... (Build, Install, add to, alter, r.pYlr, ulovc, wreck, Ytl (6611 Illij' 4) fe b1e1/(lL7Lji dcxrrlbcd ux follows: kind of runatrur•/iorrr.......... ,��rr�,fl.S�dS'�...W.OA4�...�ram ..................... ................ ..»................. F ..................................................:............................................................................................................................................................................I......................., front or width in feet....... 44..................; We or lvngith in feet ............. ..A ....... .......; height Lit feet....... 4................. .; • square feet 1a074 Sale ft. No. of stories............a.....................: contents in cuN4 and .... ... ........................................—,...... ... upon that eerlclin tract of land described as follows.- Lot ......... I .......... . ...................; Jllr,ok........... I .... 3............................... ; cldiliun............................ "Scholer's Second Addition to „Chanhassen',! ........... :.............................................. ».... ..........; plat ur a.... ....... ... ... which is of the followirr•d size and a.rra; width ........... ...100i� .......................fert; lengl/r....... ...................... area................13a.1�±?r...5.quare...f eet..................................................................................................... ,..................................1................ and said building to be known a•8 No ..................................... Streetri,%IdS:pm'..§.... t: X'.vwt........................................... subdivision and IiercbJ a.brecs heat, in cage such, permit is yrranted, that insaid .....:.:............................................................ ..... all work which shall be, done and all -materials which shall be used shall romply with the plat" and specifications therefor herewith submitted and With 1 ord,'n etas of said.........Villa&�.............. That the S� - II3 �........_.........._.........._..».. applicable. thereto. general contractor is.............................................................I....... OOG../ DR�'�11•.1� .4.Y11 RF..ALIRKS 9$6A+-_ f �r de ri d�+; m. ;7. It %W-A)S-M 1�J � rl 4 W FUYV RG �'S+vrK1KL.K. i' A V C9 U S R �oJ ��1T►o+l ® scale: 1" - 301 ............................................................ (Build, InOtAll, add to, alter. repair. Move., wreck, an cline maY ue) 11 .......... 4.t aaaax.d....wn . ................ I .................. I . .. . ............. ej, bjj.jjdjj&,U duateribed us follows: kind 0/ ron4trw,ha ..................................... ................................................................................... I ....................................................... ..... I .......................... I ----------------------- p-ojj,t ap width in .................... ; side or length in feet ............... 9.4 ....... . ....... ; height if'& feet....... 9 .................. . ...... 1.).g74j.qA.Jt�t ........... I ......................... No. of stories.......... I ..................... ; contents in cubic and square feet .... —, ...... upon thttt eel -min tract of land described as follows: Lot ......... I ................. I ................... ; Bl"ek ................3.. .............. ............... "Scholer's Second Addition. to....(.;.hanh.A ............................................................. . ........ ... .......... plator addition .......................................................................................... which, is of tite followill.,V size upid area.; zv;dth ............. ... ..................... fee ....... iN M.8 ............... ........ fad; 13.J45 �q�rq...f p§!t ............................... 4 ............................................................................... .................. .................................. area ............ ..... §�q and said, buildinC) to be known a,8 Yo ..................................... Street ....►--trv-d ........................................... subdivision in said ...... .............. ; and hei-eby a6rees that, in case mch permit is granted, that all work ";;wl�h*,*6hall'*be"done "and *"all materials ivhizh"shall be used Shall romply with the plans and la m-itted and WithSfffiLlt�ortne?ices of said .......... 91 ........................... specifications therefor herewith sub applicable thereto. That the Lfenera I contractor is ............................. A ................................. ............................ ...... . .......................... 7 DET.41bS -4-VI) BF-41-IRK-5 qp!� Al- �`. "C—. v. CP moo r eq VA —I--r26 e) 0o qc V%—% % 0 -03 r 7 9 im v 6146 0 4-!5 4S Z� I a 0 Oo. 7J • Sch er scale: 1,11 -301 BENCH: hydrant at N.E. corner of St. Andrew's St. and Sandra Lane . 986.89 Lot 1, Block 3, "Scholer's Second Addition.to Chanhasse SCHOLER, INC. ,4ppuoa^4 or Own%v. 4 4 BOARD OF ADJUSTMENTS AND APPEALS - PUBLIC HEARING June 16, 1973 - 9:30 A.M. Chanhassen Village Hall Members Present: Anne Neils, Dean Scheff and Nicholas Waritz. The hearing was called to order by the Chairwoman, Anne Neils. REQUEST FOR VARIANCE - RONALD G. SCHROER: Ronald Schroer was present at the hearing to request a variance from Ordinance No. 47, Section 7.05, 3. Side Yard Regulations. Mr. Schroer was requesting a variance to build a garage on the south side of his house. The garage would be twenty-four (24) foot by twenty-four (24) foot attached garage, with the garage doors facing west. The variance request is for one -foot, eight inches which would give him a eight foot, four inch (8'-4") side yard depth from his property line to the south. A motion was made by Nicholas Waritz and seconded by Anne Neils to recommend approval of the variance request, the size of the garage can not be reduced because of the exsisting fireplace in the proposed garage area and the approval of the request would not be detrimental to adjacent property owners. Hearing adjourned - 10:30 A.M. William Ballhorn, Secretary �' w 0 Y y c4 t Qa L� � o � r+ � VILLAGE OF CHANHASSEN APBLICATION FOR VARIANCE Date Filed & - / -�_-,? Fee Paid, e Hearing Set For Applicant �( o i+l/,?.CD Phone IC74f — Z7 Address (�.�z/ 1-471 y; Legal description of property - � �5 ',� MV.11,17W %�E1611 Variance requested from Ordinance 4 From which section of the Ordinance do you seek a variance? 7,4*5- -:5r vli Why? I would like to build a 241X241 attached garage on the south end of my house. I feel that a garage of this size is necessary for the followin, reasons: 1. The fireplace chimney is located on the outside of the house in the area of the proposed gar5.e and will take up 21" of the proposed area. 2. I am planninM a stairway into the bass -went in the proposed garage nid this will take up approximately 31 from the width in this crew. In view of the fact that W neighbors house to th-- South, is located 37' to the would be detrimental, to the adjoining props y or in urioya, to the uroperty rights of othors in the neighborhood. /J/ [ r Application should be supplemented with maps, plans or other l ,7 additional data which may aid the ' �' zv% �� ; - -'� in the analysis of the proposed project: a VILLAGE OF CHANHASSEN TICE OF HEMING BEFORE THE BOARD OF ADJUSTMENTS AND APPEALS appeal has been filed with the Zoning Administrator for riance of Zoning Ordinance No. 47. The Board of Adjustments d Appeals will conduct a hearing of this appeal on June 16, 1973 , 9:30 A.M. Hall. 4WPLICANT- Ronald G. Schroer PLANS: Plot Plan , at the Village � It Mailing List for Board of Adjustments and Appeals, Public Hearing for Ronald G. Schroer, June 16, 1973, 9:30 A.M. James Marr Dorothy Bloss Robert Lembke 6301 Dogwood 8248 York Av. S. 6331 Elm Tree Excelsior, Mn. Mpls., Mn. Excelsior, Mn. L7 131 L13 B2 Lll B3 Roger Uhr 6311 Dogwood Excelsior, Mn. L8 B1 Wallace McKay 6321 Dogwood Excelsior, Mn. L9 Bl Stanley Morgan 6331 Dogwood Excelsior, Mn. L10 Bl Donald Dressler 6341'..Dogwood Excelsior, Mn. Lll 131 William Oestreich 6300 Dogwood Excelsior, Mn. L6 B2 Allen Clapp 6310 Dogwood Excelsior, Mn. L7 B2 Melvin Oestreich 6320 Dogwood Excelsior, Mn. L8 B2 Frank Mitchell 6330 Dogwood Excelsior, Mn. L9 B2 Vernon Drusch 3528 E. 4th St. Duluth, Mn. 55804 L10 B2 Howard Anderson 6331 Elmtree Excelsior, Mn. L14 B2 Jack Stone 6311 Elmtree Excelsior, Mn. L16 B2 Wallace Kirkeby 6301 Elm Tree Excelsior, Mn. L17 B2 John Neveaux 6240 Elm Tree Excelsior, Mn. L5 B3 Richard Clark 6300 Elm Tree Excelsior, Mn. L6 B3 Arland McCaul 6310 Elm Tree Excelsior, Mn. L7 B3 Lawrence Holbach 6320 Elm Tree Excelsior, Mn. L8 B3 Hudson Hollenback 6330 Elm Tree Excelsior, Mn. L9 B3 Harry Funk 6340 Elm Tree Excelsior, Mn. L10 B3 l n Board of .3%djustmnn zs and Appeals-Publ3.c Hearing June 30, 1973-9:30 a.m. Chanhassen Village Hall Members Present: Anne Neils, Dean Scheff, and Nicho):ts waritz People Present: D_-an Burdick, Mrs. Donald Schmeig, and Wayne Ander- -on The hearing was ;:alled to order by the Chairwoman, Anne Neils. Request�for Variance -Dean Burdick: 21r. Dean Burdick was present requesting a vuriance from Or finance No. 47, Section 7.05 (3) . Side yard regulatiiins. Mr. Burdick was requesting a five-foot(5) vari- ance from his II -;`:::+,de yard to the east abutting Donald Schmeig prop- erty, to iju:'ld a garage. Mrs. Donald Schmeig voiced objection to the variance being granted, because the garage should be ten (10) feet from '.;he property line as the ordinance states. The meeti.ng was moved to Mr. Burdick's property for site inspection of the variance request. Dean Snheff made a motion that the variance be granted and the mo- tion •eras seconded by Nicholas Waritz. The motion was amended to read that the recommendation for approval be contingent on Mr. Bur- dich putting gutters on the garage and sloping the driveway in (� sued a manner that water would not run off onto the Donald Schmeig pr .,perty. Meeting adjorned-11:00 a.m. Bill Ballhorn, Secretary 0 a Yi d•. { "F � ♦+ •'tSA !"' +^I`I A•".;"P."1':1 •'a zrr ;�'�L�,r_"Y.3i�� 3sT�' 3i�itSi�,,"� ,.�1� :��'�S..i��1.�`l,"ce.,.;� ;"i.��a1 Al'='r•" '". been Z �. 5;: '�v:a.'i': ' .f1 `Cl li'r f.1,i'� A,,Ir-'I:3.a'"s:l 2t:tatoz ".Lf'or --t-UrialICOZ. Of Ioi"!:3nq Cixd:t.riaoce 47 °f.`he Board O a'i!3ix;i.':i.i +' ( t .f`Is appeal or,, June 30, 1973.r 9:30 A.M. rat the vilI , t ,zy�S,it'as"s' Dean C . Burdick Plot Plan VILLAGE MY CIIANW-iSSEN Eau':? I :?- ICATTO)%) FOR V-ARIA&TCE Date Filed (,- / / ') Fee Paid Heacing Set For plicant F AK-) Pa 0-,, 1 a Address Legal description of propar-Ly_ E I -</J/ -- ; VaZA.ance requested from Oz!dinanca i'.-. ?rom wh�',;.ch section of the Ordinance do you seek a variance? k�U (M M e 01CT`' .pplican Tspplical[.-ion should be supplemen�--8d with maps, plans or otha= data w-hich may aid the in the anaXysis of the p-roposed project. Mailing List for Board of Adjustments and Appeals, Public Hearing for Dean C. Burdick, June 30, 1973 , 9730 A.M. 0. F. Iverson 223 Chan View (PO 1) Chanhassen, Mn. Anne Ko l tyk PO 134 Chanhassen, Mn. John Jeurissen 205 Chan View Chanhassen, Mn. Anne Swenson 207 CHan View Chahassen, Mn. Donald 5chmieg Box 397 Chanhassen, Mn. Wayne Anderson 204 Chan View Chanhassen, Mn. Milan Klitzke 202 Chan View Chanhassen, Mn. Gerald Neher 20S' W.-- 77th--"St. Chanhassen, Mn. Charles Kerber 7701 Erie Ave. Chanhassen, Mn. Robert Meuwissen 201 W. 77th St. Chanhassen, Mn. Jerome Kerber 207 W. 77th St. Chanhassen, Mn. Robert Kahl 203 W. 77th St. Chanhassen, Mn. Gary Schulz 7706 Erie Ave. Chanhassen, Mn. Thomas Klingelhutz 225 W. 77th St. Chanhassen, Mn. 1) Due to the kind of roof needed, if and should snow fall from garage, the snow will fall to- ward the east of the garage and north of the house. If not granted five feet (5') variance, it will cause difficulty upon snow removal. 2) Secondly, there will not be enough allowance between the house and garage to motivate two vehicles for proper entry into the garage. We the UNDERSIGNED live within the 200 ft. limits of Dean Burdick and have no objection in having a garage built within the 10 ft. variance of 5 ft. We also would disapprove of the garage placed in any other location other than 5 ft. from lot line 20'x26' and 12 ft. from the house which would cause a misalignment of other garages on this block. 6) We the UNDERSIGNED live within the 200 ft. limits of Dean Burdick and have no objection in having a garage built within the 10 ft. variance of 5 ft. We also would disapprove of the garage placed in any other location other than 5 ft. from lot line 20'x26' and 12 ft. from the house which would cause a misalignment of other garages on this .block. 11� VI.L'L;kG',F, OP C� t D., x r. ...... .1, ... ... ............ 'th o; c -Me Board o' kd o-'L? this- am-)eal On June 30, 197.3 9:30 A.M. -UAIO---� V i 11. I "Fil Dean C. Burdick Plot Plan e- 14 YL 12 i Aw, lv, N I CYI '.' i Li.AGE OF C HAN hAS ,�, r i-' APPLICATION FQii VARIANC17 L)a to Filed Fee Paid 3 �c Hearing Set I or Applicant Ed UC A1-& d N' , U P A M Phor. cj�.j R =3 7 ((o Address `i l c G J-) e e R cA o o c4 'D j? , Iv1t K A MIN&; Leqal desc- , nt or of nrc�per! k , C Y' S l> i <; C- ": -- _ � C.ec Aa �c n f h- t�( ti; �v �� fl 5 M -rA variance requested from Ordinance Secr -7 - o-) From which section of the Ordinance do you seek a variance? 's L _-k) S 5�: en -t- -> . 0 }my? // VANL7— _ ex ST I )I � CA (3/10 A/O ct.) prat ?rce d—&%L,. c( ( P IA'U S Mr. & Mrs. E. Seim Mr. & Mrs. Chas. Andinc `` Rt. 1 798 1 Rt. 1 Box 794 3616 Red Cedar Pt. Road 3631 South Cedar _z Excelsior, MN 55331 Excelsior, MN 55331 i Mr. & Mrs. J. Lock Mr. & Mrs. Ric Anding Rt. 1 ! Rt. 1 Box 792 i 3618 Red Cedar Pt. Road 3633 South Cedar Excelsior, MN 55331 1 Excelsior, HN 55331 Mr & Mrs. R. Keuseman q Mrs. Anne Neils Rt. 1 w' Rt. 7 Box 850 f 3622 Red Cedar Pt. Road 6225 Ridge Road Excelsior, MN 55331 Excelsior, MN 55331 4 ' Mr. & Mrs. E. Uram j Mr. Nick Waritz �! 4700 Deerwood Drive �� Rt. 1 li Minnetonka, MN 55343 I 1271 Bluff Creek Dr. Chaska, MN 55318 I 1 Mr. & Mrs. S. Potts Mr. Dean Scheff Rt. 1 �I Rt. 3 Box 29 3628 Hickory Chaska, -MN 55318 i Excelsior, MN 55331• . 1 Mr. & Mrs. R. Falls Rt. 1 Box 806 3630 Hickory Excelsior, MN 55331 Mr. & Mrs. C . Peterson 2219 Arthur Streetf� Minneapolis, MN r Mr. & Mrs E. Souba w ' 707 South 12th Street `�y `' X" Montevideo, MN Mr. & Mrs. E. Dundrus Rt. 1 ?• '�' o 3627 Red Cedar Pt. Road ; 14:�n N Excelsior MN 55331'y ; of ,''cry -^!`V� �•af+'� •�,,'�•` 'i".•• }; Mr. & Mrs. J.R. Roach I Rt. 1 3629 Red Cedar Pt. ROAD Excelsior, MN 55331 BOARD OF ADJUSTMENTS AND APPEALS - August 4, 1973 The meeting of the Board of Adjustments and Appleals was called to order at 9e4O A.M. Saturday, August 4, 1973. Presnt were Nick Waritz and Anne Neils. Dean Scheff was absent. DANIEL COLICH was not present. Mr. and Mrs. Johnson, neighbors_ o ; the north, were present as were Mr. and Mrs. Gagne. The Johnsons stated that Lake Riley Boulevard is narrow in this area and the proposed garage would block their view -to the south when backing out of their driveway. The application for variance should be signed by the owner of the proper- ty and a more detailed description submitted showing the abutting pro- perty with location of existing buildings as well as a detailed descrip- tion (certified land survey) of the Colich property. The Administrator should contact Mr. Colich. Request tabled. MR. AND MRS. EDWARD N. URAN were present requesting a variance from Sec. 7.05 of Ordinance #47. Discussion followed. The property owned by the Urans is Lot 199DO on Hickory in Red Cedar Point. The lot is 50w on Hickory, 40' at Lake Minnewashta by approximately 156'. A summer cottage and an outhouse are presently on the property. Mr. and Mrs. Uran would like to build a year round house and a detached garage. In odder to do so they would need front and side yard variances. The Development Guide for Red Cedar Point suggests "no future development allowed on 40' lots", yet "standard assessment unit is based on typical 801lot". Mr. Uran feels that the lot will be assessed. The Development Guide further suggests "Any lot which was held in a single ownership of record as of May, 1973, and which does not meet the requirements of the Zoning Code as to area, width, or other open space, may nevertheless be utilized for single-fami- ly detached dwelling purposes provided the measurements of such area, width, or open space are all within 70% of that required (percentage may Vary)" or "Any combination of platted lots under a a single ownership or any portion of a platted lot combined with another under single ownership shall not be sold or developed for a principle permitted use if such sale or development does not mee6 the requirements of this code; said sale and/ or development shall not be permitted except under the terms of a variance to the zoning and platting cades." The Urans would like the Council to state whether the lot is builable or not. Request Tabled. AR /arn VILLAGE OF CHANHASSEN NOTICE OF HEARING BEFORE THE LOAM) OF ADJUSTIVIMNTS AND APPEALS An appeal has been filed with the Zoning Administrator for variance of Zoning ordinance No. 47. The Board of Adjustments and Appeals will conduot a hearing of this appeal on August 18, 1973 r.9:30 a.m.. at the Village Hall. APPLIC ITs Edward N. Uram PLANS., . -Please see attached sheet VILLAGE OF CHANHASSEN APPLICATT'1021 FOR' VARIANCE Fee Paid 3 5 �� Hearing Stilt "Or r'�.pplicant_ A I"t ,._ Phony �,U Address D — Lv_1 r N a —6-',5-3 LI 3 Le.-:;a1 descx iptI.on, of property. � G.J.._� �_� C� c1 A 2 ©► n �- ._�___ A- ALC ..16...LDL. V 11' riance requested f P:om Ordinance 0 Sect 7 - 0% -*r om which section of they Ordinance do you seek a variance?.. U-- Y 00T1-1 0 -3 K1 ST ►„rt CAI i Q _off„_ .. cam" s_c? 4 _r4sJ!� ferc f?q.r?y.. d gnat<ure of Applicant Apply caf'-ion .hi;uild be:: sup}:)lr:`men-U.Id with maps, plans o.A- otilier ,Ad;L.t-'Ll3iial data wh: v'h may :a:idl i.n the ana�ysis of the proposed pxoje ct. VILLAGE OF CHANHASSEN NOTICE OF HEATING BEFORE THE BOARD OF ADJUSTMENTS AND APPEALS An appeal has been filed with the Zoning Administrator for variance of Zoning Ordinance No. 47. The Board of Adjustments and Appeals will conduct a hear-4 ng of this appeal on August 18, 1973 , _ 9:30_a.m. at the Village Hall. APPLICANT: Edward N. Uram PLANS. Please see attached sheet , 1 1 rV (�y� a 1 [�. �rDq 1889 — )893 l CARVER BEACH �11 APPROX. 3o 000i3> � �.1 } 100. 05.' N wPs7�-ems nJd 10 11) o_c - 3 ir.ant:e com 01dzna-ice I Cj_ n W HPCtIOT: -,s 'he nt t' 1�:-e dO you seek a vesrian,:�: .' ,�IYIIjESQ�� c: ts C6C- DS1Y L SS'��C�1%1 1S C E 6 N Z-2) dWif "�71 �� SOIL ENGINEERS 612/854-2200 y o. Mervyn Mindess Robert C. Raugland David I. Alley — Richard J. Schabert Mr. Bruce Watson 11924 James Road Minnetonka, Minnesota 55343 SUBTERRANEAN ENGINEERING INC. 2850 METRO DRIVE, SUITE 130 METRO OFFICE PARK MINNEAPOLIS, MINNESOTA 55420 Job No. S-7268 June 7, 1972 re: Soil Percolation Tests Proposed House N.W. Corner Greenwood Drive and Shawnee Lane Greenwood Shores Chanhassen, Minnesota We were retained to conduct percolation tests at'this property in order to provide criteria for se- lection of a suitable individual sanitary sewage disposal system. PROCEDURE: A total of three C3) soil percolation tests were performed on June 5 and 6, 1972, at the most likely drain - field area,on the lot, which is at the South or front end. In addition, a single 16-foot deep test hole was drilled was drilled with a 4-inch diameter continuous flight au- ger. Th8 purpose of this boring.was to check for the posi- tion of the ground water table, and to identify the deeper SOIL AND FOUNDATION ENGINEERING FIELD LOADING TESTS, ROAD SUBGRADE INVESTIGATIONS, EARTHWORK CONTROL & PAVEMENT DESIGN, MATERIALS TESTING, SUPERVISION AND CONSULTATIONS A subsoil types. The'test hole locations are shown on the enclosed site plan, Drawing No. 1. Each percolation test hole was drilled to 45 inch depth. Three inches of coarse sand was placed in the bottom of the hole to prevent scouring. A 3" diam- eter plastic pipe was then placed in the hole, and the space around it backfilled and tamped, using the soil ex- cavated from the hole. Water was then added and replen- ished as necessary, for a 4 hour saturation period. After saturation the hole was re -filled to a 6" head of water over the bottom, and continued for Zh hours, with readings at 15 minute intervals. The tests were conducted fully in accordance with the provisions of the "Individual Sewage Disposal System Code, Minnesota Department of Health, 1969" . SOIL CONDITIONS: Borehole 1 0' - 131' Dark brown fine sandy silty, roots & organics. (ML-OL). Moist. 111' - 31�' Dark brown silty fine sand..(SM). Wet. 3Y - 16' Brown fine sandy & clayey silt, trace fine gravel. (CL-ML). plastic..Stiff to tough. HOLE TERMINATED No Refusal Hole fully open and dry 30 hours after completion. 3. Test Hole F-1 0' IV Brown to dark brown fine sandy $ clayey silt, roots and organics. (ML-OL). Moist. 1' 3.75' Brown silty fine to medium sand. (SM). Saturated. HOLE TERMINATED Test Hole 'P-2 of - 1t V - 3.75' Test Hole P-3 0' - 1t 1' 3.75' Brownish black mildly organic fine sandy and clayey silt. (ML-OL). Moist. Brown fine sandy & clayey silt. (CL-ML). Plastic. Stiff. HOLE TERMINATED Dark brown silty fine sand, roots $ organics. (SM-OL). Moist. Brown fine sandy & clayey silt, trace fine gravel. (CL-ML). Plastic. Stiff to tough. HOLE TERMINATED PERCOLATION TEST RESULTS: Observed Percolation Rate Over Time Interval - miTft tes' *er .'inch Elapsed Time From. Start of Test - minutes HOLE P-1 HOLE.P-2 HOLE P-3 0 - - - .15 Zero Percolation Zero Percolation 30 30 60 60 . - 60 45 60 Zero Percolation Zero Percolation 60 Zero Percolation 30'. 30 75 Zero Percolation Zero Percolation 60 90 30 60 Zero Percolation 105 Zero Percolation 80 60 120. 60 Zero Percolation 120 135 120 120 Zero Percolation 150 120 240 120 verage ate in Last Hour 120 160 120 f Test "ANALYSIS 'AND 'RECOMMENDATIONS: The test results indicate that the natural soils at this site are unsuitable for installation of a convention- al tile drain field for sanitary sewage disposal. The parent underlying soil type at this site, and in the surrounding 5. area, is a clayey silt of lbw permeability. Thus special measures will be required for prop- er and safe disposal of the sanitary sewage generated from the house. Since a soil absorption system is not feasible, consideration should be given to use of a buried steel hold- ing tank which would nave to be pumped out at regular time intervals. It may be assumed that there could be as much as 400 gallons per day of waste. Thus the steel tank should be of S600 to 8000 gallon capacity. It could be buried horizontally, ' with a proper pipe and cap for ready access by the pumping unit. Alternatively there could be a conventional sep- tic tank and a seepage pit or series of seepage pits of total 4800 gallon capacity. However these pits would also require periodic pumping. SUBTERRANEAN ENGINEERING INC. Mer,, yn ndess Registered Professional Engineer MM/rls Distribution: 3cc. Mr. B. Watson lcc, Living Systems, Inc, lcc. File O el, qF 4-b i AND SUBTERRAN.PAN drawn checked Sl -AM11A F N G 1 N EERI NG INC. 1-f - W. I CONSULTINGL E SOIL s job no. for: u"f.. Br. Watson MINNEAPOLIS., IMINN. el-T-X :c-If441ar CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES ASTM Designation: D 2487 — 66 T AND D 2488 — 66 T Unified Soil Classification System Major divisions Group Typical names symbols yp Laboratory classification eritaria ffi Well -graded gravels, gravel -sand DFo (D30) w C G W C- greater than 4; C= between 1 and 3 c mixtures, little or no fines e u Dlo c Dl pXDzo O ° c :p m m a' - -- --=-- ----- ,{,' h .14 c ° -- T m > U I Poorly graded gravels, gravel- m GP I Not meeting all gradation requirements for GW H M = 1 sand mixtures, little or no fines cr o - d I > U . N 10 w N Q Z c - > d �i iii N c ; I - Silty gravels, gravel -sand -silt °-�' Atterberglimits below "A" a'I ,� GM I mixtures a a U ' ,y line or P.I. less than 4 oZo t7C7m1 N N •V o Z ? I m o GC Clayey gravels, gravel -sand -clay y r m Atterberg limits above "A" m i Q mixtures " . • . line with P.I. greater than 7 C - I rn Q b i O E .� I SW Well -graded sands, gravelly o 0 I C sands, little or no fines 'm u -I o m I c o ca I C o M . i- - +._..------ ---- - a N CD m m m o i 3l .9 I U SP Poorly graded sands, gravelly I o v sands, little or no fines p r ti 0 - r I o p m1 .Cm m I c -- d?^ N m` o C _ E SM Silty sanos• sand -silt mixtures a cv m rn U -4 m a o I Clayey sands, sand -clay mix- E m o Sc Lures i Q I p O y ---- j - —_�_ • Inorganic silts and very fine i sands, rock flour. silty or clay- j I u`pt ML Iey fine sands or clayey silts Above "A" line with P.I. between 4 and 7 are bor- derline cases requiring use of dual symbols D 60 (D 30) 2 Cu=O r 0 greater than 6; Cc=D XD between 1 and 3 10 6,, Not meeting all gradation requirements for SW Atterberg limits below "A" line or P.I. less than 4 Limits plotting in hatched zone with P.I. between 4 and 7 are borderline cases requiring use of dual sym- Atterberg limits above "A" bols. line with P.I. greater than 7 h c I with slight plasticity m ? L For classification of tine -grained Inorganic clays of low to me- -0, q soils and fine fraction of coarse- -0 m dium plasticity, gravelly clays, grained soils. N E CL I sandy clays, silty clays, lean 50i Atterberg Limits plotting in = _ clays hatched area are borderline classi- ry , f. 6 Z L t L `o 2 a J � U � t c a $ '0 S p rcatrons requrnng use of dual 40 r symbols. Organic silts and organic silty OL I clays of low plasticity Equation pl0.73 ILL n20) HT 30 { inorganic silts, micaceous or MH diatomaceous fine sandy or silty soils, elastic silts a - --.-_- 20 .- Inorganic clays of high plas- i CL CH ticity, fat clays i 10, 1{ ----- - q ---- CLM y�\�m \��IMLa dOL, OH Organic clays of medium to - high plasticity, organic silts 0 0 10 20 30 I I Peat and other highly organic Pt soils CH OH artb MH 40 50 60 70 80 90 100 Liquid Limit Plasticity Chart inc. VILLAGE OF CHANHP.SSEN NOTICE OF HEARING BEFORE THE BOARD OF ADJUSTMENTS AND APPEALS An appeal has been filed with the Zoning Administrator for variance of Zoning Ordinance No. 47. The Board of Adjustments and Appeals will conduct a hearing of this appeal orr July 21, 1973 , 10:30 a.m. �, at the Village APPLICANT: Mr. & Mrs. Timothy L. Stone PT.hWV - See attached sheets Vi1:L4GE O i'IL0,NFiA:iSEN APPLICATION FOR VARIANCE Date Filed ( G Fee Paid Hearing Set Foz —�ik&A v_�_�;�(� Applicant_ ��. `n�� -- 'n'�-� G y L • 5 tvrleftone_ Address Legal description of property Variance requested from Ordinance # 41 From which section of the Ordinance do you seek a variance? 7 D,67- Why?_ the kx _ 1� -Ind dglaxd�-- J, Zie! Jf A - �c icant PFT Application should he supplemented with maps, plans or other additional data which may aid the in the analysis of the proposed project. F. C. JAC KS O N LAND SURVEYOR REGISTERED UNDER LAWS 01 STATE OF MINNESOTA LICENSED BY ORDINANCE OF CITY OF 61INNEAPOLIS 3616 EAST 33TH STREET PA 4 4681 7 burbepor's Certificate I --CUESv CERTIFY THAT THE ABOVE IS A TRUE AND OORRECT RAT OI A SURVEY 01 Lot s 659, t,60, 661 and 689 to 700,Carver Mach Addit ion, Carver County,Kinnesota. AS SURVEYED BY M[ TNIl- 3rd. July 1973 - DAY 01- ! �1.0.-- l SIGNED- F. C. J MON. MINNESOTA Mr. La lerne Stovern Rt. 7 Box 758 6640 Iroquois j Excelsior, MN 55331 4r. & Mrs. T.L. Stone .4 Rt. 7 Box 747 i•' ` 6715 Iroquois y�� Excelsior, MN 55331 (, - JP/ Mr. G. Viken Rt. 7 Box 758 6640 Iroquois 7 Excelsior, MN 55331 'r Mr. Gerald Heydt Rt. 7 Box 768 6725 Iroquois Excelsior, MN 55331 Mr. Henry Kober Rt. 7 Box 766 6719 Iroquois Excelsior, MN 55331 1• I t• p- ' f CI V11,11A.GE OF APPLICA:'ION FOR VARIANCE Date Filed Fee Paid Pearing Set Fc.)r_fIa a Applicant ax,W�� _ _ .__._ _ _ Pt�ona 7 _ _ Address /• - — -- -- — — — - - Legal descr:.ption of property—� - v Variance rt-quested from Ordinance # From which section of the Ordinance do you seek a variance? Why?-- k , Signature LI �tppl�ca�:t ApplicaLior should be supplemented wi r-5 :ti :C:- , ccin u: -o additional data whic-ti may aid -he in the ana;.y sis c,f t1 e proposed projee!. VILLAGE OF CHANHASSEN NOTICE OF HEARING BEFORE THE BOARD OF ADJUSTMENTS AND APPEALS An appeal has been filed with the Zoning Administrator for variance of Zoning Ordinance No. 47. The Board of Adjustments and Appeals will conduct a hearing of this appeal on August 4, 1973 , 9:30 a.m. , at the Village Half.. APPLICANT: Mr. Daniel Colich PLANS: Please see attached sheet a Sent notice of Daniel Colich's Board of Adjustments and Appeals hearing to the following people on July 24, 1973: Mr. Daniel Colich Rt. 3 Box 71 Chaska, MN 55318 Mr. Dean Scheff Rt. 3 Box 29 Chaska, MN 55318 Mr. Nick Waritz_ 1271 B1uff.Creek Drive Rt. 1 Chaska, MN 55318 Mrs. Anne Neils 6225 Ridge Road Rt. 7 Bx 850 Excelsior, MN 55331 Mr. Adolph Tessness Box 127 Chanhassen, MN 55317 Mr. Edmond Gagnon Rt. 1 Chaska, MN 55318 Mr. Charles Johnson Rt. 3 Box 70 Chaska, MN 55318 NAME PHONE # r JOB ADDRESS Bq� 21 /&,k e, 61 u,,Q BLDG CODE AREA SALESMAN CONTRACT DAT 47 SIZE FOR OFFICE USE ONLY CONTRACTOR SUSSEL JOB # CONTRACT # 1- -j j 1-JL JOB # 1850 COMO AVE. ST. PAUL CALL: 645-0331 -egal Description- -ot 31k OAcl'n Value Type Const. ❑ In->14y Sussel By Owner Approx. ST,ARTINGS POINTS ONLY S. P. L. S. S. P. L. R.P.L. Alley 01 Al House Street Other 3ouare With Rods Mesh Sod Rem. - By 5-Bag Mix 3-Bag Mix TZfmping No Tam� i pnpl, "g de Point P .1 <' SY r�, .'t-q's h q y'i i•, 1. I h�,;. - / � /t .,)r '! :5" 4 +'\`'M✓',!1 d ',fin ,! �'�,d 41 �'J P• P } Is Mr. Daniel, Colicn w t ., 3 Box 71 �r 7 / � s• IfwY Chaska, MN 55318 x. Mr..Dean Scheff Mr. Charles Johnson' Rt m 3 Box 39 Otte 3 Box. 7-8 Chaska, m.NN 55318 Chaska, MN 55318 Mr. Nick Wary t z Mr. Edmond Gagnon 1272. Bluf-ff Creed D J v Rt. ? M• Chaska, MN 55318 rs' 1 Chaska., MN 55318 tt Mrs. Anne Neils r 6225 Ridge Road Ht. 7 Box 850 Excelsior, %iN 55331 Mr. Adolph Tessness Box 127 Chanhassen, MlV 55317 m ' VTJ'JT AGF OF NOTICF. OF HEARING RFFORF. THE V,, An appeal has been filed wxLh the Zoning A&iinistratur ; variance of Zoning Ordinance No. 47. The Board of Adjustments --; - '' (z ••1 "'T —* a hearing of this appeal can August 25, 1973 9:30 a.m. at the vi 1 i aq� Flail APPLICANT: Daniel Colich PLAN: . Mr. Colich's appearance before the Board of Adjustments and Appeals has been rescheduled for August 25, 1973 at 9:30 a.m. At this time Mr. Colich will have a more detailed description showing the abutting property with locations of existing buildings as well as a certified land survey of his property. �J`i1..1.111: C13:* i': �'.. f'..•`b.ii �: IPPii�'. R ITz:..L kJi.)t RC'i O ' e. D, �Lf.G"ii.i11FA�9 )1S ds, C.1.7 ti.T"'�b:X'tiXJ �) l.aS bC-P-n .1...i I 0. w h 1s hiw ! ZYFFnq Ad* 1FI./.t 3. a-t0A4 ttnce .} i° Zoning Ordinance, 3loi 47. The Board o 6:il-I conduct cl of 4:.lnis ilppea l on August 25, 1973 9:30 a.m. M at 1l"a village. 1) C,.;. kli.�.L„� : Daniel Colich Mr. Colich's appearance before the Board of Adjustments and Appeals hap been rescheduled for August 25, 1973 at 9:30 a.m. VILLAGE OF CHM1ASSEN NOTICE OF HEARING BEFORE THE BOARD OF ADJUSTMENTS AND APPEALS An appeal has been filed with the Zoning Administrator for variance of Zoning Ordinance No. 47. The Board of Adjustments and Appeals will conduct a hearing of this appeal on September 15, 1973 r Hall. APPLICANT: Robert Somers 9:30 a.m. PSG Please see the attached , at the Village (7' VIL';.AGE OF APPLICATION FOR VARIANCE Date Filed 7-3 Fee Paid 34,400 Hearing Set Applicant o g_. (Z T zs Phone 4 "7 4 — 6-3 l (: -,I oif Address 4 C Legal description of property x C ��e�?` so +.i i:te-4 -PR .- variance requested from Ordinance # From which section of the Ordinance do you seek a variance? Why?—b fc A..z +p _ ? .�--..�'t; :s_,2�,Q e—?- _-j- Se .i 16 Ce nI...J c' t'r t _ T-G C _ —W a ^[ to _ Suture of Applicant �J Application show i d he supplemen'Ced with maps, plan - r other additional date whith may aid the � �' � l�� :•�-�,� �/��C�,�-�- in the analysis of the proposed proje.--t J Fkon7"i t 740D P-RG t.ii A E 2.r ♦��! Board of Adjustments and Appeals September 15, 1973 Chanhassen Village Hall PERSON'S PRESENT: Frank Kurvers, Nick Waritz and Willard Johnson HEARING: Robert Somers Variance Because of the sharp incline of the property the Board considers this to be a hardship. A motion was made by Willard Johnson and seconded by Nick Waritz to grant a variance of 18 ft. front yeard setback and with the stipulation that the partially construc- ted boat house be cleaned up, the back yard be cleaned up, and the grading completed before a permit will be issued. This motion was unanimously approved by Frank Kurvers, Nick Waritz and Willard Johnson. Ci 4 VILLAGE OF CHANHASSEN Date June 9, 1972 APPEAL FROM RULING OF BUILDING INSPECTOR Filed by Name: David B. Peterson Address: 8941 Portland Ave. So., Bloomington, Minn. 55420 RE: Building permit application dated June 8, 1972, which was duly processed and subsequently denied by the Building Inspector, as per notice of ruling dated June 8, 1972. TO THE BOARD OF ADJUSTMENTS AND APPEALS: The undersigned applicant hereby appeals from the said ruling of the Building Inspector on the following grounds. Request variance from 30,000 square feet to the exsisting 20,000 square footage of said lot for a building permit. The land was platted before new ordinance -.was issued. Also request variance to install an individual sewage disposal system in an area where the percolation rate for water to fall 1 inch exceeds the maximum allowable time of 60 minutes. Variance $35.00 Building •- • OEM CFiArs 1SEN NOTICE OF HEARING BEFORE THE BOARD OF ADJUSTMENTS AND APPEALS An appeal has been filed with the Zoning Administrator for variance of Zoning Ordinance No. 47. The Beard of Ad_ustments and Appeals uil.a conduct a hearing of this appeal on June 22, 1972 , 5:30 P.M. at the Village Hall. APPLICANT: David B , Peterson PLANS: --Building plans -and 2ercolation tests available for review at the Villare Hail. 36 s$N GINEEftING ANALYSES AND REPORTS SOIL TESTING OF M I N N E S O T A, INC. CONSTRUCTION QUALITY CONTROL 147 WEST 78 STREET BLOOMIN'GTON, MINN. 55420 INSPECTION DESIGN NORTHBROOK OFFICE: MICHAEL L. LARSON 1 III PFINGSTEN ROAD, NORTHBROOK. ILLINOIS 60062, P.O. BOX 266, PHONE 272.6520 ROBERT W. WEINFURTER JOHN P. GNAEDINGER CLYDE N. BAKER, JR GERALD R. OLSON HAROLD C. HALL May 18, 1972 Mr. David Peterson 8941 Portland Avenue South Bloomington, Minnesota 55420 Re: Soil Percolation Test - House Lot West 67th Street Carver Beach Chanhassen, Minnesota We were retained by Mr. David Peterson to perform percolation tests at the above property to meet the requirements of the Minnesota Department of Health. SITE DESCRIPTION: The residential lot investigated is situated on the north side of West 67th Street about midway in the block bounded on the east by Nez Perce Avenue and an existing residential house (number 803) is located just west of the property. There is a slight downward gradient of the lot surface in the north direction. The maximum vertical difference in elevation within the site is about 3 feet. The site is covered by a short growth of grass and also several small trees. In the general area drainage is towards the west and a hill is located north of the proposed site. A swamp is located approximately 500 feet southeast of the property with the water level estimated to.be approximately 10 to 15 feet above the ground surface of the residential lot investigated. PROCEDURE: The percolation tests were performed on May 10, 11, 12, 13, 17 and 18, 1972 and the procedure was in accordance with methods designated by the --r Minnesota Department of Health, 1971. The test hole locations are shown on the sketch plan of the site, Drawing No. 1. A supplementary hole 4 was augered on May 12, 1972 on the front portion of the lot and the water level was observed on May 13. Two additional holes 5 and 6 were augered on May 17 for supplementary percolation test data obtained from tests made on May 18. On May 10, 1972 three 4 inch diameter holes were drilled in the north central part of the lot. The elevation of the ground surface in this area was approximately a foot or two below the street surface. Two holes were drilled to the conventional depth of about 42 inches (holes 1 and 2). After the drilling was completed, the loose material was removed and two inches of fine gravel was placed in the bottom of the holes to prevent scouring. Water had seeped into hole 1 to a depth of about 1 1/2 inches above the bottom of the hole after 1/2 hour, and 2 inches of water above the bottom was observed about 1/4 hour later in hole 2. Water was then added to a level of 12 inches above the top of the gravel in accordance with the state procedure. After an overnight soaking period, -water was observed standing to a depth of 5 inches above the top of the gravel in hole 1; and water was also observed standing to a depth of 15 inches above the top of the gravel in hole 2. The water level was adjusted to 6 inches above the top of the gravel. An attempt was made to measure the drop in the water level at 30 minute time intervals over a period of 4 hours. Hole 3 was drilled to a depth of 6 feet below present ground surface to observe the location of the water table. The water level observed in hole 3 was 2.2 feet below present ground surface 1 1/2 hours after completion of the boring. Hole 4 was drilled to a depth of 8 feet below present ground surface and the water level observed was 5.2 feet below present ground surface upon completion, 5.4 feet 24 hours after completion, and 5.6 feet 6 days after completion. Two supplementary holes (5 and 6) were also drilled to a depth of 14 inches and percolation tests were performed. Both holes were dry after an overnight Soil Testing of Minnesota, Inc. soaking period and were refilled with water to a point approximately 6 inches above the top of the gravel. The drop in water level was measured at 30 minute intervals over a period of 4 hours. The soils encountered in the test holes were: HOLE 1 0 - 6" Black organic silty clay topsoil, trace fine gravel. (OL). Slightly plastic. 6" - 3.7' Light brown with gray pockets silty to sandy clay, trace fine gravel. (CL). Plastic. HOLE TERMINATED HOLE 2 0 - 3' Black organic silty clay topsoil, trace sand. (OL). Plastic. 3' - 3.5' Dark brown with black pockets silty clay, trace sand. (CL). Plastic. HOLE TERMINATED HOLE 3 0 - 1.5' Black organic clayey to sandy silt topsoil. (OL). Wet. 1.5'- 3.7' Grayish brown silty clay, trace gravel: (CL). Plastic. 3.7'- 6' Light brown silty to sandy clay, trace fine gravel. (CL). Plastic. HOLE TERMINATED HOLE 4 0 - 3" Topsoil and sod. 3" - 5' Light to dark brown silty clay, trace sand, fine gravel and roots. (CL-Fill). Plastic. 5' - 6' Black organic silty clay, trace gravel. (OL). Plastic. 5' - 8' Dark brown clayey sand, trace gravel. (SC). Saturated. HOLE TERMINATED Soil Testing of Minnesota, IncJ HOLE 5 0 - 2" Topsoil and sod. 2" - 1.2' Brown silty to sandy clay fill, trace gravel and roots. (CL-Fill). Slightly plastic. HOLE TERMINATED 0 - 5" Topsoil and sod. 5" - 1.2' Black to dark brown silty clay, trace sand, fine gravel and roots. (CL-Fill). Slightly plastic. HOLE TERMINATED During the percolation tests, there was no drop in the water level in hole 1; in fact there was a rise of about 6 inches in the water level in hole 2 in about 2 1/2 hours when the tests were terminated. Based upon these observations, the soil in the central or north portion of the lot near holes 1 and 2 is not suitable for an individual sewage disposal system utilizing a subsurface disposal field since the.percolation rate for the water to fall 1 inch exceeds the maximum allowable time of 60 mintes. In fact there was no percolation in either hole 1 or 2. Furthermore the bottom of the drain field trench must be located'at least 4 feet above the water table. Since the water table is approximately 3 feet or so below the present ground surface, this requirement would not be satisfied. Supplementary percolation tests were then made in the southern portion of the lot at holes 5 and 6. The time in minutes for the water to drop 1 inch was determined to be as follows: Soil Testing of Minnesota, Inc. Time for 1" drop in water level Elapsed time - minutes - minutes HOLE 5 HOLE 6 0 - 30 Infinity 20 30 - 60 60 40 60 - 90 40 40 90 - 120 60 24 120 - 150 80 40 150 - 180 80 30 180 - 210 80 30 210 - 240 40 30 TEST TERMINATED Based upon these observations, the soil in the southerly or front portion of the lot at holes 5 and 6 is suitable for an individual sewage disposal system utilizing a subsurface disposal field. A percolation rate of 60 minutes per inch should be used for design purposes. Since the water level observed at hole 4 was about 5.5 feet below present ground surface, the bottom of the drain field trench would have to be raised a minimum of 4 feet above the water level to about 1.5 feet below present ground surface. This would require fill in the area so that a preferred depth of cover of tile lines is 2 feet. Also the bottom of the tile trenches shall extend not less than 1 foot into the original soil. The provisions of the "Ordinance and Code Regulating Individual Sewage Disposal Systems" (1971) as recommended by the Minnesota Department of Health should be followed. The septic tank should also be installed in accordance with the same 1971 Minn- esota Department of Health Ordinance and Code. For a three bedroom house, the recommended minimum liquid tank capacity is 900 gallons or 300 gallons equivalent capacity per bedroom. Soil Testing of Minnesota, Inc. For a percolation rate of 60 minutes per inch, 330 square feet of absorption area is required per bedroom. For a three bedroom house 990 square feet of absorption area would be required. With the tile drain field, 330 lineal feet of trench having a bottom width of -36 inches and a spacing of 7.5 feet center to center of the lines is recommended. The slope of the tile drain lines should not exceed 6 inches in 100 feet. Typical details are shown in Figure 1. The septic tank should be placed not closer than 10 feet to the new house or property line or closer than 50 feet to any source of domestic water supply. If a well is to be used for domestic water supply, the the field should not be closer than 50 feet to the well. Also the tile field should be placed not closer than 20 feet to the new house or 10 feet to the property line. If there are any questions with regard to this report, please do not hesitate to contact us. SOIL TESTING OF MINNESOTA, INC. A"- � p Michael L. Larson Registered Professional Engineer Cly e,N. Baker, Jr. Chief Engineer 3 cc: Mr. David Peterson 1 cc: STS, Inc., Northbrook 1 cc: File 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATED �' 1`3 -7z REG. NO. 9 `'1 Soil 'resting of Minnesota, Inc. I 0 0 O N I � N pq o pq �Ln � I I� rd • I rc1 O •r 1 00 ul • 0• O U1 Ili 4a .v W La ; OW J Q �o z � I ■ Id G zI I«IMI�Ip 1 FIGURE I TILE BED DETAILS Allow for settlement Space pipe 01 Earth and cover lop Earth backfill E E backlill with tarpaper 41, ti I e p. 21 gravel Max. ravel e " o!stone cru shed in'100*1 _min. 181- CROSS SECTION LONGITUDINAL SECTION ABSORPTION TRENCH UNIFIED SOIL CLAS INCLUDING IDENTIFICATION FIELD IDENTIFICATION PROCEDURES GROUP SYMOW TYPICAL NAMES (Excluding particles larger than 3 inches and basing fractions on estimated weights) a � • u Wi0e range in groin size and substantial amounts Gly Well graded gravels, gravel -sand mixtures at all Intermediate particle sizes little or no fines Predominantly One size Ora range of Sizes : ! : i = ~ GP Poorly graded gravels, gravel -sand mixtures, J vJ J with some intermediate sizes missing, tittle or n0 tines + O 11 0 a ! � C = o u H w `a : • Non -plastic fines (for site ntihcohon procedures G Silty gravels, poorly graded gravel - sand- j c = c « ' ;r ! see ML below) silt mixtures O `o •= 0 13 % « J Plastic fines (for identification procedures GC Clayey gravels., poorly graded gravel - sand - n xf =_ E Vi' n S Z'" • M e S c see CL below). clay mixtures. • v v r e [ w wo v Wide range in groin sites and substantial SW Well graded sands, gravelly sands; IiN!e or W p e ft + «_ Z c amounts of all intermediate particle sizes. no fines in t -V i E P [ • �• r t w o w 2 _ Predominantly one size or a range of Sizes with — Poorly graded sands, gravelly sands; little or • p a w 8 O + V some Intermediate sizes missing 9P no fines p 0 + e`, '- s • Jr• Non-pladtic fines Per identification procedures see YL below). SM Silty sands, poorly graded sand -silt mixtures « -_ r — .= va Plastic floes (for identification procedures SC Clayey sands, poorly graded sand -clay mixtures • o e« _ `'x u'o 1 o a u see CL below). — • IDENTIFICATION PROCEDURES ON FRACTION SMALLER THAN No. 40 SIEVE SIZE w; � DRY STRENGTH D)LATANOT TOUGHNESS. _ (CRUSHING (REACTION (CONSISTENCY CHARACTERISTICS) TO SNAKING) NEAR PLASTIC LIMIT) • B • w x- None to slight Oulck to slow None AIL Inorgoic silts and very tine sands, rock flour, si o • i n or cla yey fine sands with slight plasticity Inorganic clays of low to medium plasticity, gray 2 = v g • .v .jp _. 5 Medium to high None to very slow Medium GL cloys, sandy clays, Silly clays, lean clays d O J J ! Slight 10 medium Slow Slight OL Organic silts and Organs[ silt -clays of low O N xf r Z plasticity 1- W rr Z b Slight to medium Slow to none Slight to medium MH Inorganic silts, micaceous or diatemaceous fine E r o sandy or silty soils, elastic silts 4 E e s h u E i i v Hi 9 Y high g High very None High G CH Inorganic cloys of high plasticity, tot cloys. � • w F J • I J O r Medium to high None to very slow Slight to medium OH Organic clays of medium t0 high plasticity. HIGHLY ORGANIC SOILS Readily identified by color, odor, spongy feel and Pt Peat and Other highly organic soils. frequently by fibrous texture. b QoundarT classifications:- Soils possessing characteristics of two groups are designated by combinations of group symbols. For example Gw-GC, i R All sieve sizes on this chart are US. standard. FIELD IDENTIFICATION PROCEDURES FOR FINE i These procedures are to be performed on the minus No. 40 sieve size particles is not intended; Simply remove by hand the coarse particles that interfere w DILATANCY (Reaction to shaking) DRY STRENGTH (Crushing characteristics) After removing particles larger than No. 40 sieve size, prepare a pat After removing particles larger than No 40 sieve size, of moist soil With a volume of about one-half cubic inch. Add enough pat of soil to the consistency of putty, adding water : water if necessary to make the soil soft but not sticky. necessary_ Allow the pat to dry completely by oven Place the pat in the Open palm of one hand and shake horizontally, or air drying, and Then test its strength by breakin striking vigorously against the Other hand several times. A positive crumbling between the fingers. This strength is am reaction consists of the appearance of water on the surface of the pat of the character and quantity of the colloidal troctio which Changes to a livery consistency and becomes glossy. When the contained in the soil The dry strength increases r sample is squeezed between the fingers, the water and gloss disappear increasing plasticity from the surface, the pat stiffens, and finally it crocks or crumbles. High dry strength is Characteristic for clays of the CH The rapidity of appearance of water during shaking and Of its A typical inorganic sift possesses only very slight disappearance during squeezing assist in identifying the character of strength. Silty time sands and silts have about the the fines in a soil. slight dry strength, but can be distinguished by the VYry fine clean sands give the quickest and most distinct reaction whereas when powdering the dried specimen. Fine sand tool a plastic clay has no reaction. Inorganic silts, such as a typical rock whereas a typical silt has the Smooth feel of flour. flour, show d moderately quick reaction. If ADOPTED IT -CORPS OF ENGINEERS AND BUREAU OF RECLAMATION-JANUARY I95E Unified soil classi UNIFIED SOIL CLASSIFICATION INCLUDING IDENTIFICATION AND DESCRIPTION TYPICAL NAMES INFORMATION REQUIRED FOR DESCRIBING SOILS Well graded gravels, gravel -sand mixtures little or no tines Poorly graded gravels, gravel -sand mixtures, little or no fines Silty grovels, poorly graded gravel -sond- silt mixtures Clayey gravels; poorly graded gravel- sand cloy mixtures. Well graded sands, gravelly sands; litt4 or no fines Poorly graded sands, gravelly sands; little or no fines Silty sands, poorly graded sand -silt mixtures Clayey sands, poorly graded sand -clay mixtures Inorganic silts and very fine sands, rock flour, silty or clayey fine sands with slight plasticity Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays Organic silts and organic silt -clays of low plasticity. Inorganic silts, micactous or diatemaceous fine sandy or silty soils, elastic silts Inorganic clays of high plasticity, tot clays. Organic clays of medium to high plasticity, Peat and other highly organic soils Give typical name, indicate approximate percentages of sand and grovel, mai, size, angularity, surface condition, and hardness of the coarse groins, local or geologic name and other pertinent descriptive information, and symbol in parentheses For undisturbed soils add information on stratification, degree of compact ness, cementation, moisture conditions and drainage characteristics EXAMPLE: - Silty sand, gravelly , about 20% hard, angular gravel particles i-in maximum size; rounded oird subongufar sand grains coarse to fine, about i5%non- plastic fines with low dry strength, well compacted and mo st in place, alluvial sand, ISM) Give typical name; indicate degree and character of plasticity, amount and maximum size of coarse grains, color in wet condition, odor if any, local or geologic name, and other pertinent descriptive information; and symbol in parentheses. For undisturbed soils add information on structure, stratification consistency in undisturbed and remolded states, moisture and drainage conditions EXAM►LE - Clayey tilt, brown slightly plastic; small percentage of fine sand, - - numerous vertical root holes; firm and dry in place; 104ss;(ML) )mbinations of group symbols For example Gw-GC, well graded gravel -sand mixture with cloy binder. LABORATORY CLASSIFICATION CRITERIA Cu ' Greater than 4 o ' c o Cc IDsale Betwren one and 1 Oro • Dxp Not meeting all gradation requirements for Gw � o c c 9 `o S Atterberg limits below 11' line, E — N — a PI less than 4 Above i lint with E, N y o' PI between 4 and 7 are borderline cases `0 4 Z o Atterberg limits above' line requiring use of dual 0 0 ' — t u o n With PI greater than 7 symbols Cu 04� Greater than 6 c b c o a E t Cc ` Oo� Between and one 1 -- Not meeting all gradation requirements for SW a oP w S n { a c e n a Atterberg limits below "A' lint Above 'l' tine with or Pt less than 4 PI -between 4 and 7 IE F f are borderline cases Atterberg limits above 'A! line i J requiring use of dual 0 0 with PI greater than 7 symbols LD IDENTIFICATION PROCEDURES FOR FINE GRAINED SOILS OR FRACTIONS performed on the minus No. 40 slew* Size particles, approximately M in For field classification purposes, screening emove by hand the coarse particles that interfere with the tests. STRENGTH (Crushing characteristics) "er removing particles larger than No 40 sieve size, maid a lot of soil to the consistency of putty, adding water if Hcessory. Allow the pat to dry completely by oven, sun, ir air drying, and then test its strength by breaking and :rumbling between the fingers This strength is measure if the character and quantity of the colloidal traction :ontained in the sail The dry strength increases with ncreosing plasticity h dry strength is characteristic for clays of the CH group s typical inorganic sift possesses only very slight dry ;trength. Silty time sands and silts have about the some ifight dry strength, but can be distinguished by the feel when powdering the dried specimen. Fine sand feels gritty whereas a typical sift has the smooth feel of flour D D ess�eeee�f�es'• WARfffffw @WAN fff�� feeesrws e�ffff� Ewa, _ essese�ffffon� 'eiiiiii'll'eeee�eeee�es>_� es, es, wa_ � w� � e� a wa•� w� MMEN � es, es, eee�w eeew es, � was wffe� i... ME=� was xss w P !O W W IF >b 100 LIaDID LIMIT PLASTICITY CHART FOR LOSOfATOOT CLAS6Ir1CATIOe Or rife eeAifee SOILS TOUGHNESS (Consistency near plastic limit) After removing particles larger than the NO 40 sieve size, a specimen of soil about one-half inch cubo in size is molded to the consistency of putty. If too dry, water must be added and if sticky, the specimen should be spread out in a thin layer and allowed to lose some moisture by evaporation Then the specimen is rolled out by hand on a smooth surface or between the palms into a thread about one -eighth inch in diameter. The thread is then folded and rerolled repeatedly During this manipulation the moisture content is gradually reduced and the specimen stiffens, finally loses its plasticity, and crumbles when the plastic limit is reached. Alter the thread crumbles, the pieces should be lumped together and a slight kneading action continued until the lump crumbles The tougher the thread near the plastic limit and the stiffer the lump when it finally crumbles, the more patent is the colloidal cloy fraction in the soil. Weakness of the thread at the plastic limit and quick loss of coherence of the lump below the plastic limit indicate either inorganic clay of low plasticity, or materials such as kaolin -type clays and organic cloys which occur below the A -line Highly organic clays have a very weak and spongy feel of the plastic limit. Unified soil classification chart 103-D-347 VILLAGE OF CHANHASSE2 DICE OF HEARING BEFORE TKE BOARD OF AT)JUSTMENTS AND APPEALS appeal has been filed with the Zoning Administrator for riance of Zoning Ordinance No. 47. The Board of Adjustments I Appeals will conduct a hea.- -7 appeal on July 21., 1973 _ 9:30 a.m. at the Village ll. 'LICAN`i James B. & Particia A. Bixler DNS: Please see attached letter APPLICATION FOR VARIANCE Date Filed Fee Paid Hearing Set For' Appli's— James B Fart' ... _, : bi xler Phone ' 633-7369 Address:, 2700 17th street New Brighton,,,,inn Legal description of propert;% 2111 Crestview Drive Variance requested from Ordinance # 47 From which section of the Ordinance do you seek a variance? 7 why?_ Please refer to attact,ed letter and site plan Applicatiosi should be supplemented with maps, plans or other additional data which may aid the in the anakysis of , ':P propoged project, E ELF BIRD FOOD - LAWNSEED EXCELSIOR FARM and GARDEN STORE 357 SECOND STREET EXCELSIOR, MINNESOTA 55331 Phone 612— 474-7030 Twin Cities Distributor for Tuffy's Pet Foods To: The Village of Chanhassen Planning Commission Subject: Variance Request; Sec. 7.05; Rear Yard set back lines. Sirs; IN Tiff"S DOG AND CAT FOODS June 29, 1973 Ord. #47; Front and We, James B. and Patricia A. Bixler, are seeking a variance on our lot to accomodate our planned new home. The existing physical conditionsof our lot does not make the construction of our home possible. As shown on our site plan, we are attempting to build our home on an angle of not more than 450. This will allow us to make the most of our new property. Our intent is to gain p#ysical and visual use of a rear yard area. This can not be done if the house were set parallel to the street. To do this we are asking for a variance on section 7.05, para. 2 and 4, to one of the following requests. 1. Minimum set back from the front property line to 25 feet, Minimum set back from the rear line 15 feet. 2. 1kinimum st back from the front property line to 27 feet. Minimum set back from the rear line to 18 feet. Let me add that because of the angle on which the house will sit on the property, only a cornor of the house will be within the minimums asked resulting in very few squarefeet being in- volved. The rear of the existing property is a mass of spruce trees and elm trees with under growth approximately seven feet high. The visual barrier it affords will not be removed or destroyed. THE LAWN AND GARDEN CENTER FOR THE MINNETONKA AREA HAHN • JACOBSEN • McCULLOCH 0 HUDSON • SCOTTS • ORTHO • FERTILOME • NK • PRIDE EXCELSIOR ' FARM and GARDEN STORE TIUFRS erm 357 SECOND STREET BIRD FOOD - LAWNSEED EXCELSIOR, MINNESOTA 55331 DOG AND CAT FOODS Phone 612— 474-7030 Twin Cities Distributor for Tuffy's Pet Foods cont' d fm page 1 We feel that the angle at which the house has been placed is the most desiable location on the site and a location which best suites the lots existion restrictions and also our requirements We feel that when the Village of Chanhassen platted the property and zoned the lot R-1 they could forsee some problems for the construction of a new home. We also feel that our request is not unreasonable in that we are looking to build our home to conform to the best possible use of our land. The home wa are building will be in the 55-60 thousand dollar range. We have Richfield Dank and Trust granting the first mortgage. Our builder is anxious to build our home, and I'am sure the Village Of Chanhassen wants this type of planning and construction done on all new construction within the village. Thank you for your consideration on this variance. We look forward to the day we will be a part of the village. Very truly yo �sO I Soo James B. bix er THE LAWN AND GARDEN CENTER FOR THE MINNETONKA AREA HAHN • JACOBSEN 0 McCULLOCH 0 HUDSON • SCOTTS 0 ORTHO • FERTILOME • NK • PRIDE ,. W. Andrews �•r. u _ ems. 66ZO Ga:.pin Blvd. Excelsior, MN 55331 i Ir. & Mrs. A. D'Ailly 2150 Crestview Drive Rt. 5 Box 226A Excelsior, MN 55331 �1 Mr. & Mrs. H. Bang 2110 Crestview Drive Rt. 5 Box 217 Excelsior, MN 55331 ' Mr. & Mrs. A. Reese 2080 Crestview Drive F? Excelsior, MN 55331 Mr. & Mrs. I. Eidem 2050 Crestview Drive Rt. 5 Box 214 Excelsior, MN 55331 rI Mrs. Richard Relf i Rt. 5. Box 214 .excelsior, MN 55331 f ,•t -4511� I Mr. & Mrs. C. Nicholson 2051 Crestview Rt. 5 Box 217 A t ,1 Excelsior, MN 55331 I Mr. & Mrs. D. Nikolai 6570 Galpin Blvd. Excelsior, MN 55331 Mr. & Mrs. E. Mattson 2020 Crestview Rt. 5 Box 217 C Excelsior, MN 55331 '. Mr. & Mrs. J. Bixler 2700 17th 5t. N.W. New Brighton, MN J A i lAt F- 41e, 11, )'f p Loper t. S.:1 /.x ,w.a:id;ice re.,lue-sted from Ordinarce Mich Rpetion of the OrOinance do you seek a variar-,c�?_ lqnature NMI May 17, 1973 Mrs. James LaFave 5137 Hanover Road Mound, Minnesota 55364 S.M.E. Job No. 90153 Re: Soil Percolation Tests - House Lot Lots 3211 and 3212 West 70th Street, east of Carver Beach Road Carver County Chanhassen, Minnesota We were retained by Mrs. James LaFave to perform percolation tests at the above property 1.n accordance with the regyl-r,ements of the Minnesota Department of Health. SITE DESCRIPTION The residential lot investigated is situated on the north side of West 70.th Street,g east of Carver Beach Road. A lake is located 150 to 200 feet east of the existing house located on the property. The ,lake is at the base of a mild slope and the water level is estimated to be approximately 25 to 30 feet below the elevation of the ground surface where the borings were Laken. There is"a downward, gradient of the ground surface in an easterly direction. We understand anew addition is proposed at the north end of the house. The lot is covered by a,short growth of grass. There are several trees located on the lot and also a line of trees along the north and west edge of the property. SOIL & MATERIALS ENGINEERS, INC. 0 7900 77TH AVENUE NORTH,MINNEAPOLIS, MINNESOTA 55445 0 (612) 425-6478 S \LAN ERSON• P,E. JAMES H.OVERTOOM Affiliate of RE. JOiIN AGNAEOINGER P,E, STr, CONLULTAfiTS,LiA. CI.Y0i: N. DAK01, JR., P.C. 4U1`10UI.TING EtiG ,1LE.Rv `v :Rvy E a•r a ady 7 7w 'ON IDNIMvida I 711vcl C.MHO -z L HV-d 0 .)V, nor Ael NMVMC3 C-r[06 IOZ HVd GAejej SOLUL3C *S,-IW ejosquu,W uassequeqo q0eag laAteo_zjzC 2 11Z� S401 Aa z1va -ON slse_L U0!let0:)-19d L!-OS CN0101AME U ON I 'S%d33N I ON3 SIV I 0iVW 2 111 OS OZ Id 0 1-M� ,z5 xI I Lam is esnoH 6u I I s I X3 d ld UOII!PPV pa;odojjd.,. , ci- 7', 0z 10� /1, -2- n n n e• r 11 1 l n r. The percolation tests were performed on May 10 and 11, 1973, and the procedure was in accordance with methods designated by the Minnesota Department of Health, 1971. The boring locations are shown on the sketch plan of the site, Drawing No. 1. On May 10, 1973 three 4 inch diameter holes were drilled in the north part of the lot. The elevation of the ground surface in this area was approxi- mately at the same level as the road surface. The holes were drilled to the conventional depth of 42 inches (borings 1 and 2). After drilling was completed, the loose material was removed and 2 inches of fine gravel was placed in the bottom of the holes to prevent scouring. Water was then added to a level of 12 inches above the top of the gravel. After an overnight. soaking period, both holes were dry and were refilled to a point approximately 6 inches above the top of the gravel. Since the drop in water was less than 6 inches in the first 30 minutes after the overnight soaking period, the drop in water level was measured at 30 minute time intervals over•a period of 4 hours. Boring 3 was drilled to a depth of 71 feet below present ground. surface to determine'if the water table was less than that depth. The hole was open and dry upon completion and 24 hours later. The soils encountered in the borings were: BORING 1 0 - 1.0' Brownishblack organic silty sand topsoil. (OL). Damp. 1.0 3.5' Reddish brown to -brown sandy clay -to clayey sand, trace gravel. (CL-SC).. Damp. BORING TERMINATED, i -3- BORING 2 3 1.0' Brownish black organic silty sand topsoil. (OL). Damp. 1.0 - 3.5 Reddish brown to brown sandy clay to clayey..sand, trace gravel. (CL-SC): Damp.. BORING TERMINATED BORING 3 0 - 1.0' Brownish black silty to clayey sand topsoil. (OL). Darnp. ..0 - 4.0'. Reddish brown to brown sandy clay to clayey sand, trace gravel. (CL-SC). Wet. 4.0 - 5.0' Brown clayey gravelly sand. (SC). Damp. 5.0 6.5' Light reddish brown silty sand, trace gravel. (SM). Damp. 6.5 - 7.5' Light brown silty clay, trace sand and gravel. (CL). Plastic. BORING TERMINATED The time in minutes -for the water to drop one inch was determined to be as follows. Elapsed Time - Minutes Time for 1 inch drop in -water level - minutes Boring 1 Borinr 2 3 - 30 34.3 13.4 30 - 6o 34.3 15.0 60 - 90 30.0 15.0 90 - 120' 34.3 12.0 . 120 - 150 40.0 17.2 150 - 186 40.0 13.4 180 - 210 30.0 13.4 210 - 240 24.0 14.1 TEST TERMINATED Based upon these observations, the soil in the north portion of the -lot is suitable for an individual sewage disposal -system utilizing a sub- surface disposal field. A percolation rate of 45 minutes per inch should be used for design purposes in this area. The provisions of the "Ordinance and Code Regulating individual Sewage Disposal Systems", (1971) as recommended by the Minnesota Department of Health should be followed. Local ordinances, .if applicable, should also be investi- gated and followed. The septic tank should be installed in accordance with the same 1971 Minnesota Department of Health Ordinance and Code. For a three bedroom house, the recommended minimum liquid tank capacity is 900 gallons or 300 gallons equivalent capacity per bedroom. For a two bedroom house, the recommended minimum liquid tank capacity is 750 gallons, or 375 gallons equivalent capacity per bedroom. For a percolation rate of 45 minutes per inch, 300 square feet of absorption area is required per bedroom. For a three bedroom house, 900 square feet of absorption area would be required. With the the drain field, 300 lineal feet of trench having a bottom width of 36 inches and a .spacing of 7.5 feet center to center of the lines is recommended. The slope of the tile drain lines should not exceed 6 inches in 100 feet. Typical details are shown on Figure 1. if the house contains two bedrooms, 600 square feet of absorption area would be required. With the the drain field, 200 lineal feet of trench having a bottom width of 36 inches and a'spacing of 7.5 feet center to center of the lines is recommended. According to the State Code, the septic tank should be placed not closer than 10 feet to the new house or property line or closer than 50 feet to any source of domestic water supply. If a well is to be used for domestic water supply, the tile field should be placed not closer than 50 feet to the well. Also, the the field should be placed not closer than 20 feet to the new house or 10 feet to the property line. Local ordinances should also be checked for similar requirements. Variances may be required. Furthermore, Minnesota Conservation Regulation 72, Relating to Statewide Standards and Criteria for Management of Shoreland Areas of Minnesota requires that septic tanks and soil absorption fields be located at distances greater than 50 feet from lakes and streams (75 feet from Recreational Development Lakes and 150 feet from Natural Environment Lakes and Streams). Information relative to the classification of lakes and streams is available at the county courthouse of the county where the lake is located. If there are any' with' regard to this report; please do not hesitate to contact us. Yours very truly, SOIL & MATERIALS ENGINEERS, INC. Michael L. Larson F� istered Professional Engineer Dennis M. Anderson Registered Professional Engineer Dist:. 3 cc: Mrs. James LaFave 1 cc:. S.T.S:, Northbrook l cc: Files /dlh I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROrESSIONAL ENGINEER UNDER 'IHE LAWS OF THE STATE OF gQMINNESOTA. DAjp _ 1 " 7 '� REG. NO. 2 r • r • FIGr GURI 1 TILE BED DETAILS 0, „ Allow for stlllemenl ` rltf0 Space pipe Ill- ill Earth and Cover lop Earth hatklill Epe�, 6aCklill with larpaper mot'' ,I �I ''• '• d" Ills •: 1 or,crush.td r�•', Gravel'; ;Max, slope"in 100' ' min, 18"_I max. 36" I� CROSS SECTION LONGITUDINAL SECTION ABSORPTION TRENCH •... «...+r.r•rA w.�w�wf.,« .w..�rrW.r+w....h•.►...�r�r1.�.a..�rr•�w..,Nr.«�w'w w,..r�+w+�hw... . 1 'Y�!�• ....WNW•., .... _.. 1 Group Typical names Laboratory classification criteria !' Major divisions symbols - _-- iDso1� Well -graded gravels, gravel -sand D60 between 1 and 3 )), C greater than 4; C� Dt u N c c o GW mixtures, little or no fines c oX06o _ Dio `E o— ' - — ---- _ — -- — b O i C Poorly graded gravels, gravel- $ `- Not meeting all gradation requirements for G W v = •N GP sand mixtures, little or no fines = Cr N y !•} ti° v N d N a U --- i a o O -- N U) Co N c d Silty gravels, gravel -sand -silt : " Atterberg limits below "A" Ir' j c C o - GM mixtures c line or P.I. less than 4 Above "A" line with P.I. a N d Li = N 11 y 3 u = o (go a a between 4 and 7 are bor- t @ o .� " Z 0 > decline cases requiring use ' > L e Clayey gravels, gravel -sand clay N m N Atterberg limits above "A" of dual symbols c i z m o• G C mixtures c +• line with P.I. greater than 7 i Q. co ro Well -graded sands, gravel! Y o o DFo (D30)2 > '+-. C - greater than 6; Cc=between 1 and 3 i: c v SW sands, little or no fines u-- i i pto DtoXD6o p I U m O �.'-. -- - -- --- _I 1 tl n c f0 @ C v — Poorly graded sands, gravelly C �_ Not meeting all gradation requiremer�v� for SW16 _ N t J SP sands, little or no fines I o i O w Y O N i C C OZ C`I- C U jI II w w c d a c Atterberg limits below "A" c = o SM Silty sands, sand -silt mifixtures s, a.L' D.- � line or P.I. less than 4 Limits plotting in hatched M a o N U') zone with P.I. between 4 li .� _ y N and 7 are boCL rderline casesE o m v -- requiring use of dual sym- ? = o M o Clayey sands, sand clay mix- Y Y M d o ° Atterberg limits above „A„ bols. 1 N Q. Sc o. = -0 2 in line with P.I. greater than 7 tunes 0 li Q Inorganic silts and very fine sands, rock flour, silty or clay- ML ey fine sands or clayey silts 60 c with slight plasticity co m Inorganic clays of low to me- dium plasticity, gravelly clays, 5C 2 Y CL sandy clays, silty clays, lean 00 N ^ clays cv , v Z ° Organic silts and organic silty 4( s OL clays of low plasticity x r C o 3( m Inorganic 'silts, micaceous or 2 d y ti LO MH diatomaceous fine sandy or a ' M silty soils, elastic silts O s 21 u M Inorganic clays of high plas- o ro rn CH ticity, fat clays co1 y a Organic clays of medium to OH high plasticity, organic silts o i ? 2 Peat and other highly organic o Pt soils = 0 For classification of fine-grained soils and fine fraction ofcoarse- grained soils.Atterberg Limits plotting li•li•SWIC �F— hatched area are borderline classi- F—symbols.�= NWI�� 0 10 20 30 4U ou ou lu Liquid Limit Plasticity Chart 0 j� GENERAL NOYES 1950 Chica,,o lvild'srcr Cod® Soil Ciassiaicationz ara Usod Whore MoMd DRILUNG & SAMPLEMG SYMBOLS S S a Split -Spoon — i +/a" 1. ©., 2" O. D., oxccpt whoro no'©d S r s Shelby Tube-2" O. D., except whoro i,oted PA i Power Auger Samplo DD a Diamond Bit—Nk DX: AXs Ca a Carvolay Sit — NXs Us AXa OS s Osterberg Sarnplor-3" Shelby iubo I s a Housol Samplor WS a Wash Sampl® ." a lash Tail I` 0 i Rock Sit WO Washout ,Strndard "IN1" Ponotrations Mows pot foot of a 140 pound haaamor falling 30 inchoa on a 2 inch OD split spoon, o xcept whoro notod. MITER LEVEL MEASUREMENT SYMBOLS `J'JL a Water Level WCl s Wok Cave In DCi a Dry Cave In WS i While Sampling WD s While Drilling OCR s aefor© Casing Removal ACR a - Aftar Casing Removal AO i After Loring Water lovols indicated on the boring logs are the levels moasurod in the boring at th© time:. indicated. In pervious soils, the indicated elevations are considered roliablo Ground water lovols. In impervious soils, the accurato determination of ground water olovationss is not possible in oven soveral days observation, and additional evidence an ground water olova- tions must be sought. CLASSIFICATION COIIE'SIONLESS SOILS "Trace" 1 % to 10% "i race to corm©" 10% to 20% "Some" : 26% to35% "Sand" i 35% to 50% Loose : 0 to 9 Blows Modium Dense 10 to 29 Blows or Donso s 30 to 59 alows equivalent Vor,i Dense. i is 60 alows GENERAL N0 7 ZS COHESIVE SOILS If clay content is sufficient so that clay domincaor. soil properties, then clay becomes the principle noun with the other ma;or soil constituon-, ws modifier; i.e., silty clay. Other minor soil con- stituents may be added according to cicss,iflc"- tion breakdown for cohosionioss soils; i.o., silty clay, trace to some sand, trace proved. Soft 0.00 — 0.59 tons/fit' Stiff 0.60 -- 0.99 tons;/ 01 Tough 1.00 — 1.99 tons;/f't2 Very tough 2.00 -- 3.99 9Qrb„/;;2 Hard s ? 4.00 toat /,12 SOIL & MATERIALS ENGINEERS; INC. 7900 77th Avenue North Minneapolis, Minnesota y