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HomeMy WebLinkAbout032-2098-10-000 _ Departm ECEIABL EVALUATION REPORT #1740 z of SIP ti p ty in accordance w o Adm.Code Page 1 of 4 Professional Servlcgt 1 �Q14 Schmitt Soil Testing,Inc. County Attach complete site plan on paper n ' FocWat"o inch Ed m size. Plan must St.Croix include,but not limited to:vertu i a nn� I p�f� BM),direction and percent slope,scale or dim g►fdin di stance to nearest road. Parcel I.D. 1 032-2098-10-000 Please print all information. Re ' d B D Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location Mathys, KarlNanasse, Ryan Govt.Lot SW1 14,SW1/4, S25,T31N, R19W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 712 191 st Ave. 9 1 1 Lindale Meadows city State Zip Code Phone Number ❑ City ❑village EX Town Nearest Road Somerset I WI 1 54025 715-222-9210 Stese�F+-�p 191 St Ave. Z New Construction Use: Z Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD 0 Replacement ❑ Public or commercial-Describe: Parent material Glacial till (Amery Series) Flood plain elevation,if applicable NA ft. General comments Area is suitable for a conventional system with a 0.2 gpd/sgft rate. Possible system elevation for Area 1 is 102.75'(5 trenchs 90' and recommendations: long). An on-site verifacation was done by Ryan Yarrington of St.Croix County Zoning on 5-23-2014. 2 CY) - � 23 /y •r �t�-.r-Q.fwl� d �a�w�. A]Boring# [--]Boring Pit Ground surface elev. 105.22 ft. Depth to limiting factor 92+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 1 0-9 10yr3/3 none sl 2fsbk mvfr gw 3vf if 0.6 1.0 2 9-19 10yr4/3 none sl 2fsbk mvfr gw 2f 0.6 1.0 3 19-32 7.5yr4/4 none sl lmsbk mfr Cs ------ 1 0.4 0.7 4 32-92 5yr4/4 none sl Om mfi ---- ------ 0.2 0.6 BI Boring# Boring Pit Ground surface elev. 106.10 ft. Depth to limiting factor 92+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. "Eff#1 *Eff#2 1 0-11 10yr3/3 none sl 2fsbk mvfr gw 3vf,2f 0.6 1.0 2 11-27 7.5yr4/6 none sl ifsbk mvfr gw 2f 0.4 0.7 3 27-96 7.5yr4/4 none sl Om mfr ---- ------ 0.2 0.6 Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L "Effluent#2=BOD5<_30 mg/L and TSS<_30 mg/L CST Name(Please Print) Signature: S� CST Number Thomas J.Schmitt 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 5/23/2014 715-760-1978 SBD-8330(R.07/00) Property Owner Mat:hys, Karl/Vanasse, Ryan Parcel ID# 032-2098-10-000 Page 2 of 4 Boring C Boring# Z Pit Ground surface elev. 97.87 ft. Depth to limiting factor 31 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-16 10yr3/3 none sl 2mgr mvfr a 2vf 0.6 1.0 2 16-24 10yr3/1 none I 2fsbk mvfr gw ivf 0.6 0.8 3 24-31 10yr4/4 none fsl lmsbk mfr gw ------ 0.2 0.6 4 31-39 7.5yr4/6 c2d 10yr6/6 si imsbk mfr gw ------ 0.4 0.7 10yr6/2 5 39-82 5yr4/4 c2d 1 yr2/6 sl Om M11 ---- ----- 0.2 0.6 Water is seeping from pit wail at 48". FD] []Boring Boring# Pit Ground surface elev. 100.37 ft. Depth to limiting factor 86+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-12 10yr3/3 none sl 2mgr mvfr cs 2vf 0.6 1.0 2 12-23 10yr4/4 none sicl 2fsbk mfr gw 1vf 0.4 0.6 3 23-36 5yr4/4 none sl imsbk mfr gw ------ 0.4 0.7 4 36-86 5yr4/4 none sl Om mfi ---- ------ 0.2 0.6 F (�Boring E Boring# pit Ground surface elev. ------ ft. Depth to limiting factor 80+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-7 10yr3/3 none sl 2mgr mvfr cs 2vf 0.6 1.0 2 7-20 7.5yr4/6 none scl 2fsbk mfr gw ivf 0.4 0.6 3 20-41 5yr4/6 none . sl lmsbk mfr gw ivf 0.4 0.7 4 41-80 5yr4/4 none sl Om mfi ---- ------ 0.2 0.6 "Effluent#1=BODS>30<220 mg/L and TSS>30<_150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330(R07/00) Schmitt Sod Tom.Im• ............ Page3of5 ...... For: -Conduct4d-by. 4 Coodue", �chrhitt$o8chm test ing, Inc. I N4ne: kaij Mathyo/Ryon V�nas�ee I 4 AdOress: i 712196t AVe. i Somerseti t __-L--1-59$-72nd_S'. City,-Stote, Vq-54025 ewl f�chTqpd, VVI 54017 _4 hope: 7115-160-IjWg PI iO32-'209$-10w1,000 No. I Lid dale MO dows- Date Legal besciiptiqn: 'SWIA_$NV, Ij4 S2$TSIN R19W County To,�nsfib. 0 Pit gacl�h bounty Soioersei,St,,"Croix C F1 I" MIA EIA - 06.00�-Tap oft`2 PVC7pi '_h Al ark 2 Ej�J, �QW cl� _ _ pip $lope= j 2�6 t Y scaje 1-6 A 4. t- A- 4-- -4- .......... 4 t 4 ------------- 4 j �2- + ----------- _--------- T 4 ---------- -J, A 0 'e 7-------- - -------- r 01 ­4_4 -------------- . .. ........ T 4 + A 4 -4 --- 4 )06- ow M 6 - �y K 11 r 5 t i r { Y i t $ s � t t �3 ,yy } v z w 1, t' s I , s x � e r� • • ,F �aR at r > WisconlOn Department of Industry, SOIL AND SITE EVALUATION REPORT Page of Labor and Human Relations O _1 . 'nivision of Safety&Buildings in accord with ILHR 83.05,Wis.Adm. Code COUNTY ,:5;"Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include,but not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.# dimensioned, north arrow,and location and distance to nearest road. 6)32—2I9 - 0-00<D APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION RE DATE Gf�(/Nit�. o2.t3� 7- PROPERTY OWNER: PROPERTY LOCATION - GOVT.LOT 1/4 1/415_,?—T__?/ N,R V(orj PRO ERTY OWNER':S MAILINP ADDRESS LOT BLOC # ISUBD.NAME 0 # LA I ZIP CODE PHONE NUMBER CITY FJVILLAGE 7OWN NEAREY ROAD ] New Construction Use Residential/Number of bedrooms [ ] Ad 'ti on toe fisting building [ ] Replacement [ ] Public or commercial describe -- ` Code derived daily flow-�gpd Recommended design loading rate bed,gpd/ft2_,, trench,gpd/ft2 Absorption area required bed,ft2- trench,ft2 Maximum design loading rate bed,gpd/ft2 '''trench,gpd/ft2 ` Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design/site considerations Parent material Flood plain elevation,if applicable ft S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U=Unsuitable fors stem ZS ❑U E4 ❑U ®S ❑U WS ❑U ❑S ®U ❑S oU SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench Ground elev. 9'�> ft. Depth to ti limiting factor Remarks: kA1 Boring# r Ground - y' elev. ft. Depth to limiting factor >26 Remarks: CST Name:—Please Print Phone: Address: Signature: Dat CST Number. I Parcel #: 032-2098-10-000 06/07/2007 12:20 PM PAGE 1 OF 1 Alt. Parcel#: 25.31.19.943 032-TOWN OF SOMERSET Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner KARL E&MARIE E MATHYS O-MATHYS, KARL E&MARIE E 712 191ST AVE SOMERSET WI 54025 Districts: SC =School SP= Special Property Address(es): `=Primary Type Dist# Description *714 191 ST AVE SC 5432 SOMERSET SP 1700 WITC C.o Legal Description: Acres: 3.160 Plat: 2160-LINDALE MEADOWS SEC 25 T31N R19W PT S1/2 SW1/4 LOT 9 Block/Condo Bldg: LOT 09 LINDALE MEADOWS 3.16 AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 25-31N-19W Notes: Parcel History: Date Doc# Vol/Page Type 10/18/1999 612177 1463/469 WD 07/23/1997 1199/442 LC 2007 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 09/02/2003 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.160 48,800 0 48,800 NO Totals for 2007: General Property 3.160 48,800 0 48,800 Woodland 0.000 0 0 Totals for 2006: General Property 3.160 48,800 0 48,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch#: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 —__ter IvLw 1\ll.l l/IIVIIU� YYl J't V l/ /— — — N00 040'07"E 2640.37' R/W N000 23 24"E 66.00' T 66.00' c7 WES LINE OF THE W I/4 ^ - - 676.55 -S,l- H. r% „ 35.Y 1897.82' -- - —,ll� E g m up _ oA/ ; ` y uy �` A Z m '`� /D° w��. /9B90 Z-4 8 FuA I 0� --- �g '� 939 53,, zi10 / X04�0� v 3 a £u m o w r d`.% w O Lo s-�• coo 2G n c, O 00. •SS F \ w O W A O ti o I-p z f 1()d I K �0 00 0 yIN IW '04 , 27 %9•� Gl 'YY -1 M) — '04— S�6, Y I 0 0 r t0 I'-0 9 � , Z N (D 0 O G m z C I< D m v m =$ rr G G t7 C) m I•n I n y 9 N 0 :j ::% I--' m 0 w 1-' N fD t� C1. a A d O N(A D CO 10� IrI� mm A o "w0 -J .� x \ = r = I Ul -1 a Iv pZ� yl I-Is IW 1� �� a N ny N H _ Z EAST LINE OF SWI 14-SW V4 - -1 N N H U 0 1 m A z 1- 0 (D K Z = In v m Ir to 0D " Fl.'W SOO.23'24"W 429.63'.63' o ID Nom_ O)\ N V li to W o IU) _ 11 (D M w 0 -4 I-� cmi m m Io O SIN Iv) D N y F'• Q+ :E1D — — — U o Ia 5 l0 fD 1c1I I< Z „ .z 1 < fn _ w m I BIZ I jr— y ° y ~ G A Jm E F m w 0o m 1114 ,. C- -V O , N000 56'19"E 639.51'REC.AS NO.30'E 626.10'REC-AS 0.30' 593.10 591.76 cn `,t' S01 002'19"W 641.01' A i m A 2 X 1 O !D P m n O 1 I � ° I I� I< va, 0 c D r IL 10 In m ; Z A I I� IF I� o A D U 10 A & I 0 N I iwIn -_ _626.86' wm� - -- -0 A zoo S010 25'44"W 702.14' n ZD EAST LINE OF THE SE I/4 OF THE SW I/4 tMZ m f wm e I� 10 Icy Ir0 IW ,J I. N N 02'17'43" E 274.99' 'CO O A d co q / Y m "0" c c0) G\ oo •moo � � � r+ o o� r ID rn 2 /5 O fC a l 1 c Fr q C •'-P 00 (D r,- 3 ZZ II K 0 (1) a fi N --I D o (D O (D r+ m � (n o � o --I m O(n p ' 17 i tp o C, O V) r* < 30S I IU1 j a Q i00 .�. O O 1r III�� i y O it N rt jl? j ? ^�^ I-o In Ilp +-r CD A Z OD ch u co i 8V IN 0 C ;7, 2 J 00 0 � j i� O U r f � a m o- =,C. (D < 3 3 -_--_—_—_ o �wo (D Fn* 0 � 3 Nfi i 148.22' 429.63' 107.06' D Ln 0 c -------N 00'23'24" E 684.91' ------ 11 � CD O � Ul I OD m ` 3 a cj- r p zo z A O 0 lin W I � z Iz S \ r (D • / D , I r o I� m mI I IN I I .o � rn Ir ID N ` _ Iz u \ iLO , N 0 Oo \ I O ILo Ir I \ '� � m 0 N 1 � J O z f�*1 I D I n I � 1 I 1 I \ I N Op N W m � lY I I I 1 a Iv�� Ivo�opr oak oNaO I o �c o °ja 0 I m•,�'OZ ma v � I � t 0 z I C3 Z I V m I pr d jr f CA IW f I� p [ � Cflb � ! �," MAY 2 0 1996 vY'nn�X�79 ST.CROIX COUNTY D FILED SURVEYOR'S RECOR ApR2 9 1996 CERTIFIED SURVEY MAP Z ,1NLEENH.WALSH Located in Part of the Southwest Quarter of the Southwest Quarter and part of the B C�olx�peeW, S Southeast Quarter of the Southwest Quarter all in Section 25, Township 31 North, Range 19 West, Town of Somerset, St. Croix County, Wisconsin. �` X. Being Lot 7 of Certified Survey Map recorded in Volume 10 Page 2775 WEST LINE OF THE SW 1/4 WEST 1/4 CORNER SEC. 25 -" --- N 00'40'07" E 2640.37'--- - ST�d. �35�` . . r Ir- Prepared for and at the request of 1 W/S 1-01 10 Lindole Development Corporation II A� U , I 0 10 in i-1 964 192nd Avenue p©�i i. New Richmond, WI 54017 o 4T DOUGLAS I s J I� ua M q - 45 \�O ��, �� 0 �(3. ? Drafted by. James M. Brault HUD S � , �\�\�00., oP M w ` o � 3 0 o c x ,rn� M N m I' r- Icn 00 a O Z IM I�I (6 L4 �3 0 1< I 1 I M 3 P- RD Z jI0 0 0 Z N 7 y o v 43 E 00 I r 3 n� N 0217 ' �o 274.99 Co� 5- a D c CO — — — — — — — oo`W 0 I Z IC o 3 cD c.n I(— Uj n i do -n I D w c r I ° 1� , in A v a' 9 � OD ii 3 3 Cq I I `O v m I m CD Z Gi V 1 IC7 W C3 M � M M 1-0 ;� " as o iQ1� (n 00 z (p 0) L71 111 „� I I 1r `� �z m fv 1 Z I U (n w - 0 1 4' iN I� ` O 10 - - - - I I� 10) 1 -� I o - - - I(/) 1 I� 1 m Q < I I Ir- �- I. 10 w 429.63' - Z\ I i� �'� N 00'23'24" E -' 0 \ O {' GRAPHIC SCALE D 1 O 0 50 150 300 450 600 01 I� Z jN W 00 .il= N 00 — — — —I— — — I L4 01 j I ( IN FEET ) a Ir- �' I Ir A 1 inch = 300 ft. ID O of "10 II N °IZ I IP00 a ICD I� > U) D m I �� �� PPROVED � m R=N 00'30'E 626.10' =\- i �I N 00'56'19" E �i v I N �' Z V) 639.51'-- - o I /� ,Q�` O �- -590.69'-- ,C N V ") 1 APR 2,9. +'W i ((n Tt D (n U) X r - --641.012-- K 0 � C)� 111 i S 01'02'19" W i ` ST. C#9OIX CO UtJri' M o O u R=N 00'30'E 593.10' 1' I z Z 0 c° c," co oreprohensive! sacs' o n, i z m N� 1 ,� ° Zoning and m cn 0 i Ir- i o o Parks Commit D o 0 Uq iO 1 V f ;o o r-- 1f;ect recarcia f A <I I I 1 0 � N �s A N I within 30 d414 0 0 � m Z i i I I `� i+ f ,apprOV;M a 0- tTl M t I O0 1 / 0 Z -- ---626.86 --- I i �Pprovw thall'bb a. N 1 O wa,t� 1t vnuf m ; S. 1/4 CORNER SEC. 25 __ z z -702.14 - m 0 9 JOB # 3195 S 01*25'44" W rn p A & E LAND SURVEYING CD rn PHONE # (715) 246-4319 EAST LINE OF THE SE 1/4 OF THE SW 1/4 � m _` P.O. BOX 325 NOTE: The parcels shown on this map are subject to State, County and Township 109 EAST 3RD STREET laws, rules and regulations ( i.e. wetlands, minimum lot size, access to parcel, NEW RICHMOND, WI 54017 etc.). Before purchasing or developing any parcel, contact the ,,St. Croix County Zoning Office and the appropriate Town Board for advice. Sheet 1 of 2 VOLUME 11 PAGE 3085 070 110 JAF Ta 1 968 CERTIFIED SURVEY MAP Located in part of the South Half of the Southwest Quarter of Z Section 25, Township 31 North, Range 19 West, Town of Somerset, St. Croix County, Wisconsin. Bearings are referenced Prepared for and at the request of: to the west line of the Lindale Development Corporation SW'-, assumed to bear 964 192nd Avenue N00 040107"E. New Richmond, WI 54017 /— — - N00040'07"E 2640.37' - - - -� R/W N000 23'24"E 66.00'.- -,-66.00'- - WEST LINE OF THE SW 1/4 w!A to _ —6--�,— -" N i0� 676.55 S.T. H.°;% 1 35 1897.82' 8 — U _ y£ rn .ZZ/ `W°d w` `r S, w-4a / z A faA I � .___ g ° 993/95 zzz0 g ro '9 3 cu /yw rm 2s , yo ijd _ J Ko �C�ry Asa ,.a 1:�,, ors° o 0 0 8:�Uj v r► 0, m, w O C)N -•� x t O y �• i Z , 01 O I� I< In r 6, 1 / T... 1 m p 100• -C m loo o OIN IO o 25 g56 ! O rn — "- —�Q=- !�` 56.5 !' O O • Q� = Ln 7D Z 1 O Il M N O G G M 1 z �� 1< In y n C N o• 0 n � � � M M Z w o 10) 1O I� L" CO uD CO v a °=f N �n (D -_ p Q P. � 0 = V W 0 -� 3 W F-' Z m I� I� mrn N o F' cDi� -1 A k W f I A W a o LA m y o Oi 0 m p n a _ Z AST LINE OF SWI/4-SWV4 `�` N N• Vi 1 H V G O a°Z = Al o r 1 10 (D v (D r W In n p m Ir b a) Z 00 y W 500.23'24"W 429.83' T 1-1 ro I D J O I n N y +w . W m y n 74 I� Itr o �H 0 1_ N z Ir 1CD 10 m ±� m = io G G m y m -� y w w PPR 1 E� if— rn co aD 1 N A — r- A 3 N .3r y j N 0 , CD `0 I L, N00°56'19"E 639.51' 0 N �t > a DN 4 AN l { , 941 [ REO.. NO.30'E 626.10' y • 0' 593.10' ° o 591.76' T-nl 'n `,r' S01°02'19"W 64 I,01' -- „- $,. CoN01 COUNTY rt a Xv o :crryrchens a Plannic �-0 I< ' Zonin and ILA iG) 10 ICS = , Ps:ks Co mittev I A 10D 1 r- 100 M _ a If not r orded Within days of approv I date approvdl half be �����F � --- 6 2 6.66' Wait +void " 1994 0` 0 °25'44"W 702 14' JAMES O'CONNELL ix ST LINE OF THE SE I/4 OF THE SW 1/4 8891, rOtOE�ds z DRAFTED BY DJZ VOLUME 10 PACE 2775 iv : l 4�z /DZo is �Y'd A 7r 517969 51'7969 CERTIFIED SURVEY MAP LOCATED IN TILE SIV 1/4 OF TIIE SIV 1/4 OF SECTION 25, T. 31 N. , R. 19 W. , TOW14 OF SOMERSET, ST. CROIX COUNTY, WISCONSIN. OWNER LEGEND LINDA EL ILERS Found Aluminum County Section Corner Monument 223 -- 13TH STREET • Found 1 " Iron Pipe HUDSON, WI 54016 o Set 1 " x 24" Iron Pipe weighing 1 . 68 pounds per linear foot. UNPLATTED _ LANDS S88 1147'47"E SURVEYED BY: _ 1 1 8. 29' -NORTH LINE OF RON J01•iNSON LAND SURVEYING S 1/2 OF SW 1/4 OF SEC.25-31-19. P. 0. BOX 194 NORTH AMERY, IVVII55442b0001 s �►���VVCV8-2601 o o '91 'r z \V,\ 0" \ I I00 ki 1 7 Iz o o SCALE- 0 0 50' 100' 150' ST. CROIX COUNTY I> w ,omprehensive Plannir Im Zoning and Ip /) 'LO Ln O ITI PP-,-'(s 0-ics Committee I rn `'t' cn 131, 266 SQUARE FEET H li not recorded is d Cn 3.01 ACRES within 30 days of „A i� Cn approval date D approval shad be �/- o � O ' W 1/4 CORNER SECTION 25, T.31 N., R.19 W. � �l t r1 M ED Ir O��G O 0 \` .3 O, Iz co Ip N 10 1 ° I� °\� 0 5� 00_\� .'2 0° o I �RIGHT-OF- N (0. �-t Cn tt7 M a i 0 5 � O S89'19'53"E 59.39' G P "'6 Q 133.40 ' 0 _ S890 19x53`�E` ARC:95 15 o N i o o _ 1 PRIVATE R4AD-w P� �' ��Qi�' 15 Cz _- 5 FALEID 'n Q' w q_N89°19�53"W 33.0 N AO A _ 139.68' JUN 1 7 19946-- 9 -M� JAMES 0' CONNELL A w Z Register ofows o (� I C. S. M: St Croix Co.,W► 0 'n _ - - - - i - V. 9� P. 2436 N. L N Radius Central Angle Chord Bearing Chord Length w Ln CURVEQi� 167,00' ' 32 043'07" S74°18'33. 5"W 94. 07 ' I ' CURVE 233.00' 32° 43107" S74°1$'33. 5"W 131.2 5 ' (� S W CORNER SECTION R Tangent Bearings for Curve 1 and 2 : S57 057'00"W ^` �\ T. 31 N., R.19 W. N89019'S3'IV This instrument was drafted by Ronald F. Johnson VOLUME 10 PAGE 2776 '