The URL can be used to link to this page

Home My WebLink AboutSite Plan - Conservation (429) Activity -. ' TOWN Fee $100.00 INLAND WITLAHD, WATERCO CONSER PLICATION ' APPLICATION 1. "� DAZE RECEIVED MAY 21 1990 Zone I `3 INSTRII3 Windsor ' INLAND WETLANDS AGENCY/ 1. The application* map and plans must be suWK ATIN OR—Me._ together with the fee set forth in the Inland Wetlands, Watercourses and Conservation Regulations, Toga of South ' Windsor. (See Regulations, Section VI). 2. The South Windsor Inland Wetlands, Watercourses and Conservation Regulations should be ' reviond with respect to the standards and criteria for application evaluation. (See Regulations, Sections VIII .- 8). ' 3. The applicant understands that this application is to be considered complete only when all information and documents required by the Agency have been submitted. (See Regulations Section VII). A. APPLICANT'S NAME Services Development Corporation 1 ADDRESS 1077 Gorge Boulevard ' Akron, Ohio- 44309 PHONE: (HOME) (WORK) (216) 384-8184 ' B. LEGAL.OWNER'S NAME: Andre L. Charbonneau - Milton B. & Eleanor C. Bayer ' ADDRESS 311 Felt Road & 46 Kennedy Road . So. Windsor-, CT 06074 So. Windsor, Cr 060/4 Andre L. Charbonneau 644-9188 ' PHONE: (HOME) (T,rORE) Milton B. Bayer 677-4621 (List additional owners, addresses. and phone numbers on back of application). C. IF THE APPLICANT IS NOT THE OWNER OF- TEE SUBJECT PROPERTY, A LETTER BY THE PROPERTY OWNERS) AUTHORIZING THE PROPOSED REGULATED ACTIVITY SET FORTH IN THE APPLICATION MUST ACCOMPANY THIS FORM AND WILL BE PART OF THE APPLICATION. D. PROJECT NAME: (if any) Roadway Package System, Inc./Hartford Distribution Center 1. Contact Person (if further' informatiou is needed).Richard L. Boston, Fuss & O'Neill, Inc. 146 Hartford Road, Manchester,CT 060, Phone - E. THE GEOGRAPHICAL LOCATION Or THE PROPERTY WHICE IS TO BE AFFECTED BY THE PROPOSED ' REGULATED ACTIVITIES INCLUDING A DESCRIPTION OF THE LAND IN SUFFICIENT DETAIL TO ALLOW IDENTIFICATION OF THE PROPERTY ON yy��AATERCO��gg��ggp Towa of South Windsor Tax 'Assessor s arce um ers Z1, 63-22,.73-1; 73-2, 73-15, ' and 73-4 (Partial) _ Northerly side of Sullivan Avenue & easter y side ot Kennedy Roau. See attached partial mapping from official inland wetlands map. 4 ' PAGE 1 1 ' F. NAMES OF ALL ABUTTING PROPERTY OWNERS: (USE SEPARATE SHEET IF NECESSARY) ' See attached listing G. HAVE YOU NOTIFIED ALL ABUTTING PROPERTY OWNERS BY CERTIFIED LETTER THAT AN APPLICATION IS PENDING BEFORE THE AGENCYT. X **(You are required to supply a copy of the letter with the list of the names of the abutters).** ' H. PURPOS2 AND DESCRIPTION OF ALL 'PROPOSED REGULATED ACTIVITY(S) INCLUDING AMOUNT AND TYPES OF FILL AND THE TIIM1 ELEMENT INVOLVED: ' Purpose: 1. Erosion & Sediment Control Pan Review 2. Filling of Wetlands, 8243 sq. ft. c.y. 3. Work within regulatory activity area. ' 4. Adding fill to property for development ,177 c.y.+ I. A CLASS A-2 MAP OF THE PROPERTY DRAWN TO 1•-40•, SHOWING THE ARE& TO BE DEVELOPED, EXTENT ' OF THE WETLANDS AND WATERCOURSES AFFECTED, TOPOGRAPE, MaSTIM AND PROPOSED ACTIVITIES AND NAMES AND LOCATIONS OF ADJACENT PROPERTY OWNERS MUST BE SUBMITTED. ' J. ACREAGE OF WETLANDS AND WATERCOURSES TO BE ALTEREDs 0.18 acres E. ACREAGE OF WETLANDS AND WATERCOURSES TO 0 BE CAE&TED: ' L. LINEAL FEET OF PROPOSED STREAM ALTERATION 0 M. TOTAL LAND AREA OF PROJECT AND PERCENT E WHICH IS WETLANDS:Total land area: 39.10 acres 10.46 acres of delineated wetlands . . / Wetlands: 1.180 N. IDENTIFY ALL OTHER PERMITS OR APPROVALS THAT HAVE BEEN ISSUED, APPLIED FOR, OR REQUIRED WITH RESPECT TO THE PROPOSED ACTIVITY SET FORTH IN THIS APPLICATION. (These may include but not be limited to, local Plaaning' S Zoning, Zoning Board of Appeals, D.E.P. , F.E.M.A. , D.O.T., The Army Corps of Engineers, and any other State, Local or Federal Permits.) ' (See Attached Listing) 0. THE APPLICANT .(01 DESIGNATED REPRES=TATIVE) HEREBY ATTESTS THAT A SIGN WILL BE ppSTED AT THE FOLLOW= ,LOCATIOf/3 Easterly side of Kennedy Road and northerly side of Sullivan Avenue 146 Hartford Road ' by Fuss & O'Neill, Inc. . Manchester, CT 06040 NAME Richard L. Boston ON OR BEFORE THE FOLLOWING DATXs June SIGNATURE: THESE SIGNS MUST BE DISPLAYED CONTINUOUSLY FOR AT LEAST FIVE DAYS PRIOR TO S FOULED MEETING. (See Regulations, Section 6.3a). ' PAGE 2 - 9 _ THE UNDERSIGNED HEREBY APPLIES FOR THE REGULATED ACTIVITIES LISTED IN PARAGRAPg H' A INLAND WETLAND, WATERCOURSES AND CONSERVATION PERMIT FOR THE PROPERTY DESCRIBED ABOVE' POl CONFIRMS THATs EREIN AN1 1. HE IS FAMILIAR WITS TIM CURRENTLY EFMTIVE -INLAND WETLAND, WATERCOURSES AND CONSERVATIO1 REGULATIONS Or TH= TOVY# OF SOUTH WINDSOR. ' 2. HE/SHE UNDERSTANDS THAT AT ANY TIMS DURIM THE REV=.PERIOD. THE AGENCY MAY REQUIRE APPLICANT TO PROVIDE MOBS INFORMATION ABOUT THE WETLANDS AND/OR WATERCOURSES IN QUESTION AND/OR ANY PROPOSED ACTIVITY. ' 3. ALL INFORMATION SU>dMITTED IN THE APPLICATION FOR REVIW SHALL Bs CONSIDERED FACTUAL.THE CASS OF ANTICIPATED ACTMTY, BINDING. A �OW� FAILURS OF THE APPLICANT OANY0OFI HIS/HER AGENTS TO PROVIDS CORRECT INFORMATION. OR PERFORNANCE MMMMING THE LEVELS OF ' ACTIVITY ANTICIPATED, SHALL 8S SUFFICIENT G R�L�►:IaNs ROUNDS FOR REVOCATION OF ANY PERMIT UNDER T8ES1 . 4. BY MAEINifi THIS APPLICATION, THE APPLICANT GIVES PERMISSION TO TU INLAND Wes, WATERCOURSE: AND CONSERVATION COMMISSION METERS AND/OR ITS REPRESE11?A2M TO Rp PORTION$ OF THE PREMISE: WHICH ARE SUBJ=T OF THS APPLICATION FOR THE PORPOSS Oy - THE INSPECTION AND INVESTIGATION AND OTHEMSs EVALUATING THE MERITS OF THE APPLICATIONr BM ' BEFORE AND AFTER A FINAL DECISION HAS BEEN ISSUED. ' Signature of Applicant Date Received and filed at the office of the Pla nning Department this ' dad_of Ricer. L. Boston for Fuss & O'Neill, Inc. Signature of Agent �" ' Date r,tww,►,►�*,tt,►,ter**,r,tw,►,tw�r,rs,r,r,rr*s,►st,rr,►,►,r,►s,rs,r,►r,rr,►,r,►y,►+rt,rt*,r,r*,r,r,t#r,►**,►�,ts#sssa,►ttr,►rs,t#,�**s ' FEE RECEIVED YES_ NO AMOUNT DATE RECEIVED by ' HEARING DATE HEA]k ADV. PERMIT GRANTED DA?S PERMIT DENIED DATE ' PAGX 3 ATTACHMENT FOR - ITEM 'N' INLAND WETLAND & WATERCOURSES AND CONSERVATION APPLICATION 1. Inland Wetlands & Watercourses and Conservation Application #89-79P. ' Approved: December 11, 1989 Approval rescinded: March 19, 1990 Application Reapproved: : April 16, 1990 ' Request by Applicant for approval to be modified - May 21, 1990 ' 2. Inland Wetland & Watercourses and Conservation Application #89-105W. Approval Denied: May 18, 1990. 3. Inland Wetland & Watercourses and Conservation Application #89-104P ' Approval Denied: May 18, 1990 4. Planning & Zoning Site Development Plan Application #89-104P ' Submitted: December 18, 1989 Withdrawn: April 24, 1990 5. Planning & Zoning Site Development Plan Application #90-34P Submitted: April -24, 1990 Approval: Pending 6. STC Certificate application #132-8912-04 Application submitted: December 18, 1989 Certificate Approval #1015: February 21, 1990 Modification to Certificate Approval: Pending (Requested May 2, 1990) ' Corres. File 89-356 0521A90RB • jJ O QWu N O jn W Q p wry vcm if, in c N ' F- Z � O wa V N V 8 Np -it cr. Z Z wu Z.� Ii Z W O ~O Q O V _ z Q 1 .. = zcoo00 a o m o � ®oa. Va) _u Z O - W ?0 Q z V♦� W N MSW, m pW V O H Z Z O Lt. JO m _aQO 0 a. W ¢ . • z v o W. raw NoaJ � N. 0 o _33~ _ 3 z ' D� ow - o m J p w w = zz3 � WO - L ti Q O 0 W Z O Y ? 0 cr 1- � N f : Z — O J (DO itW. Y O a Z LL Q M N tt N a. D7 10 Q U. (V _ so ' AFAR � •. • i '•• :: • �• ,:� '' . • •:;. Z ® , • :.• t 0.0 .. ..' i7Wtoapt :to• ri•• sop VV .iA a =Z :t:. •. ... .. .. .. r.1,�j r tr! r• , .. • ,:,i, �\tt,1�1j,•.jlfit••+� Y�f}��1Y� tt\1i1' SS •,•�•• •• .• ` •• •:': •�':: •Z•� d • :•••• •�rii�M:t' 1 ��:'.f•'�I•:,',}.ji't '� •, , • •,• . •, •,• j• ,.,, " .. 1�'Z •� .,•;• •t: t1� r�l�i�li�11'�: ,, :fl:•'iVlt}+`.,L\�\rs:i �', ,;•• •. , •• ••••'•H , •.I ♦• 4jl • • •, =O !— ;• J U •• • • •,, tt • ^, ••• • •,• • • -so so, �I ♦ ••, so y ••�•' • ♦• ,• .„ , (L0j / a Is r: Is ;. .....• . ., • ,., �, V7, ,. ,� • ,, •.,. •:o:• �• ' •'j •••• •••:•, • :•:• so 0 • / •._,•• • •• • I • ,•,S., • • .;,of •• • • • • • ••• • • r • 1 • • 1 so s /. sIs •t . . . •so *too $, %$- . to I.% 6001. {, I •• ,• ,• , •• , •,• •,•6,0 so • • • 1 '�G . .,. . .••r 'j I 1 e47 so • 1 ��i • .;so • • • Is STATEWIDE INLAND WETLAND &�:,WATERCOURSE' ACTIVITY REPORTING FORM (See instructions on back) In accordance with the requirements._of Section 22a-39-14 of the,Regulations. of Connecticut-State Agencies, this form is to be completed for -each action.- ompleted forms for all reportable actions during a calendar month shall be ailed .to the Commissioner by the local agency no later than `the 15th day,-'of he month following the month in which the action was taken._ TOWN: South Windsor A. LOCATION: (Attach an 81 by 11 inch photocopy at the original scale. of the appropriate USES Quad Map with the project site outlined. B. USGS QUAD MAP NAME OR UNIT: Manchester Quadrangle-Map Services Development Corporation 1 3. APPLICANT'S OR VIOLATOR'S NAME: 1077 Gorge Boulevard, Akron , "Ohio'`-44309 . 4. PROJECT NAME (If any) :Roadway Package Systems; Inc./Hartd Distribution Center 15. ACTIVITY TYPE CODE (See list of codes 'in instructions) : . . ... . . . . . . [ 1 ] If Type Code is 13 "other," describe the type of activity: 6. ACTIVITY PURPOSE CODE (See list of codes in instructions) : . . .. . . . . . . . [ D ] 7. ACREAGE OF WETLANDS AND WATERCOURSES ALTERED (or proposed to be altered) : (for all agency-actions-0-- permits d� ial an e f rce i�-)----- - - - - - - (AFury `ine an y Q.oam" 37, - 38.64 acres) A. Soil type(s) (If Available) .(Walpole Loam, 0.37% res,46 Ac ), . [ .18 ACRES] Delineated Wetlands . .. [ .46 acres] B. Only if soil type is not available specify area altered as ollows: ' Swamp. . . . . . . . . . . [ N/ ACRES] Marsh. . . . . . . . . . . [ ACRES] Bog. . . . . . . . . . . . . [ —ACRES] Open water. . . . . . [—ACRES] 8. ACREAGE OF WETLANDS OR WATERCOURSES CREATED: . . . . . . . . . . . . . . . . [ 0 ACRES] 9. LINEAR FEET OF STREAM ALTERATION: . . . . . . . . . . . . . . . . . . . . . . . . ... .{ 0 FEET] 10. TOTAL ACREAGE OF PROJECT SITE: . . . . . . . . . . . . . . . . . . . 39.10 ACRES]. * * For Local Wetland Agency Use Only * For State Use Only * 11. REPORTING MONTH: ' * GIS CODE: 12. ,PUBLIC HEARING HELD: YES NO * ' 13. ACTION: -(Circle. only one action) * * A: permit issued B. permit- denied ' C. permit extension/amendment * * D. map amendment E. enforcement * L * * F. jurisdictional ruling 14. .AGENT: * DATE RECEIVED * Tax Assessors Property ' Parcel Number Owner Railroad Conrail Freight ' 95 Washington Street Suite 218 Canton, MA 02021-4086 Highway R.W.W. State of Connecticut Route 194 D.O.T. District I 1107 Cromwell ' Rocky Hill, CT 06067 73-6 Culbro Corporation ' P.O. Box 480 Bloomfield, CT 06002 64-3 Culbro Corporation ' P.O. Box 480 Bloomfield, CT ' 06002 73-7 William & Anna Barton 313 Troy Road East Windsor, CT 06088 ' 73-11 William & Anna Barton 313 Troy Road East Windsor, CT 06088 ' 73-12 Terry H. & Sandra Files 151 Troy Road South Windsor, CT 06074 73-13 Anna Wisniewski ' - 118 Troy Road South Windsor, CT 06074 72-17 Red Star Express Lines of Auburn, Inc. ' #2450 Wright Avenue Auburn, New York 13021 ' 72-4 Mr. Andrea Charbonneau 311 Felt Road South Windsor, CT 06074 72-3 John J. Shea & Michael Buscemi 500 Sullivan Avenue South Windsor, CT 06074 ' 72-25 Marjorie A. & William F. Mayett P.O. Box 505 Brood Brook, CT 06016 Page 1 of 2 Tax Assessors Property Parcel Number Owner 72-23 Cardinal Industries, Inc. 38 Park Street - Vernon, CT 06066 63-1 JRD Realty ' 481 Sullivan Avenue South Windsor, CT 06074 63-2 JRD Realty 481 Sullivan Avenue South Windsor, CT 06074 ' 63-3 Gerber Scientific, Inc. 83 Gerber Road ' South Windsor, CT 06074 63-20 Mr. John J. Woodcock, Jr. 34 Woodcock Drive ' South Windsor, CT 06074 63-22 Milton B. & Eleanor Bayer ' 46 Kennedy Road South Windsor, CT 06074 63-23 Mr. John J. Woodcock, Jr. 34 Woodcock Drive South Windsor, CT 06074 ' 63-19 Mr. John J. Woodcock, Jr. 34 Woodcock Drive South Windsor, CT 06074 ' 63-18 Rex Lumber Company Box N South Windsor, CT 06074 ' 63-14 Rex Lumber Company Box N South Windsor, CT 06074 64-8 Handy & Harman 850 Third Avenue ' New York, NY 10022 Page 2 of 2 Corres. File. 89-350 ' 0521B90RB WI4DSOR' Cur o .� 0� / o ;•1($y.�...�, u \ ar� �.. °. o�...o. .p +`+�.w��' _�•TRI y r • • ;•. • ,,,�. �• 7�, , o �,0;`' , '' =°'r:=sa aae�vz=ha•sa_..,>s >ssa ERA 47 0 0 p 0 0.00• � �w.r ,� 0� �O q? a ° ° .. � .�, 1�� i,r.:�.. .. Y .•A0 O.. N a'°,�4•r O•�. f '.Y O N cl co •;�' 0 = °� Al �II•r ' . • "'' ,•per ` ' �� •l��'` ' .t! i+ 0 • .•� • 1, I ( ��•J�- �i1 ///� ,�, �f '�Q/fr d \J.� .I ?� ' ® � , .l, • E+ � •'(0� � MM �' 17; ;J r`i,�l i o0i I•,•'�� let .� �yy.••d•• 1 '� �p,F.r {,' �..� ,,If.:•r 0�� '_...%•'11 • � ° � Oo 1! � � �•� 11•�l �• ('•/ � I C:• N(1,1 I/! ( }'j° �!�,•••.�, A � � 7 t'� t•,I,� � •'• 1t� 1S .�I 1 ��l 'J• \�j l;�.Ns:s� �, ��J �� • A3,.0 � ^III e � � I p �� , �, �,; ( ��/jj I . .�� • . to � ', � # ;' S 0'• $i �' � ( �� a�� :. •.'•r +�'--.t rj � '`��• , r>j1`� O V O ,� � � /'„ ,�.C,O °,i ��• j �,it I �•:1.�u = ox O I— W I , ' �F,' ( o•% 1" bN. 11;`'!a ..,....... I i1` �� ': x'�..l ' `^ CD Z. M �F./j �.` I, •,� /11). •ir �r 1y/ 1� .� Cn Z s V �I 1 • f i !'•r o r. J �\\` O Z pN 1,�• ,0° /'ll rlr l:�'`J��' p� D r -r� o r I}• a O i�' r.---. D L �• � ', �� n tD' ~'� . it, �.a:.•, :•I )1, ((," O mm D < -f 4 cn Cl) ,.1, —�1 0 �' � � � 4 p i v 0. Z CA D Z C `ro 1 �1 I •J„FS •• '• •0d I i 0 r ZM CD ITI z n N .�'o., ' ►� ? �'�ao �i ° • ••" .'J� =;P O n ` m °1,) I:L .. �i °a 11 /i'��•� B °o.. i i ^� / ;• a.. off . 0 C: CAI C6 MNG ws• :.,Y, _: Y ... .5 s (263)478=2765. _ i6O �N b2#li� ,' ' , N111 b »,ctiNN cfilcut bs4go (�3l 29s-03o NAMAN goA(i MARLObp�UGN,GCSNN�CTIcUt 06424 ::sptefnber 11, 1989 ' . 013 t 89 ' ervices, Inc, ao�dir�y �_$ loll- -•dorgp_ Boulevard box 88 Of fi bH 44309-0088- Atti .Af Paul d: ccaro3 p .E. ' Manao0r Construction near Mr' t V#ccaro: ' please find attached our 'report'-cohtaihitig the results of our geotechnical investjoation for the Acre TractT located bn was ' Sulk#Vdit Avenue in South Wihdsor; performed in accordance -with your rptter p1Ah89id3tednAugust August .2j 1g89� -and 'our subsequent 1 ' _ g� 198g� -. - _ • . subsurface di1 cohtiit#bfis are cons#det�ed - f&vo abl 1N sdinMaey, fnf support of pedpottd building load sn shdtl�dnbe rabns ofiipac= ' fbbt#ftg ' type fbundat#cShs, Such fodti g ted �=ee�dr'aining s granul a.r fill pl aced above the grbuidwater tablet. nesign - recommendations and discussed in further detail ' i fA- secti o_h,.ry :bf` this report t- We appeo- reeiate .the opportunity of working ithanduwen#ook thd forward -techfiMl investigatioh phase o;ttththerdesigh and construction u dur -With b g do wi y oh ati s to dui�:� - In further question ' iti the tneaHtime; should you have phases:- please do not hesitate to contact rdquif�e additional - information; siiicefely ybuetj ' MAfthiA, 1LS INGf INC4 ' -,A OWAdi' PhD . tf eote• nical Department J V.C. r ranC- At' soucy� ` ' -AkAiA�#mph T _ .t tug�uaAR:..€XRloRAtloN - - - - d at the s i t� the P6 ty- tast� bbr#tags (Ai to G3� w d dMije � ' 1etatian-.::-and depth -- . 6f which were prbpds�d by Roadway Set�vites�_ }tnc. VI-g 3) . twenty test borings wbre cahribd : : sevefl' { ) - .feet below top .df existing grade ah.d the rtmainitig twenty -re car't�ied twenty (26) feet below top of bait#ng Ntsa @, - :: thbsrs borings- were ppr'foVmed with a truck Mounted as w i1:'�s' a 'tractbr mounted rig using hdlldw=stetd auger of wash ' acid '=.Ming- �tethniquet, Continuous split-spoon sampling . was pbrfewd until the previously #Went#tined depths were reached, �ifide ho ~Pefusai was encountered at a daptweak substratum; Feet whet dj quite to this cohtfaryj • ual to evidehtt'd --by a standar'd penetratioh retistance N eq was o-htounteeddi three test borings wehe. drilied --- ' -td gfeatht<• depths; Y —•---- g w.es• drilled tb .a depth of sixty ohe feet and a half ' .�- �.(r;i,_5.) �6elbw tbp�-tlf existing_grade� Rig was dri i l bd to a depth dt seventy one feet and a ' r half .O1,5) below tbp of existing -grade; and# tl wat drilled to a depth of fifty one feet and a half ' (51�5.).:below trip: of existing grade, (N - is defihed- as the number Of blows required td drive a spin=-Weill � type satapl a spobh havi-hg a - standard size - 2 in ' outside diatheter and .1-3/8" .iu§idb diaideter = a distance of otie fbdt ifttd the soils when driven by a hammer' weighing 140 lb ,.- and allowed td fail 3o - iti peg blowy ' aefusai was bneoutitered at tit ithee of the three afbitm fltioned test bbeings4 test boring logs are presented ' in Appdndix A .}j 1 4Yt , #�t Yet•. •. - e • • Y M. st pIotJ c in Wee to per'foem an in-situ visual tnspactibti of tha t5ii 3 profile .and -obtain undisturbed soil §d, mples.; . two test. pit§;• °Tpi and 'tp ; were- excavated - within the f6otprifit bf the ' "foposed 'building, M was excavated in the vicinity Sf t�gt : eeing-1d4 -whereas tP2 was excavated fifteen (i5� :feet td ttih Nd th-.of test -boring Oa in b6tfi cases; excav tibt pi;bc��d d ' uhti l ground water" was encbuhtef6d, See table 2 . fbi• t t p.i:ts data, LAbgRAURY tMING to - aid in soil classificatibn and evaivatioh -.of var#otts engineerifty properties ] tho following laboratory test's were performed at Materials Testing; inc, facilities: . #abbeatdey gradation •analyses were pei=for`ined 'ofiJive (5) selecte& -soi 1 samples recovered fi bm the test- bbr.i.gs, Geaphical results of grain site ariaiyset :°.as: we11 . .as ' various parameters are presented in Appe-114 .,81 -- ~ tests for water-- content were pbrforiaeA bii nine (q) sc#ected soil saldples- recovered from the _test_' b fing'st Results are presented in table 3; uncnhfined undrairied cbmpretsion strength tests 'Wet e ' ,:_,"performed oh seven samples recovered. r ffe6m::the. test borings, Results are presented ih Table Atteeberg limits were established for twa t2� selected soil - samples recovered from the test borings, Results ' ar'e presented in Table 5f dalifornia gearifig Ratio (tag) test was run :b" a sbil sample obtaided from test pit Ms CBR values were 845 -and lot t rasai1 a r. s �! _ -!.`7 .i+.•. ^ice -`+ f.•t .r•s :{ �:. - - .`:: Ub U Ac ...SofL. ANb.TWAtEft_taNbItibNS the sd#1 pr' jf11o, -iot'#rpreted from test borifigs ; pits ind aVaiIAb16 gedl giC data eats be Sequ iitially ' -: . _�=�:• �b�#bQd_�:in� the . fulltlwi_Hg paragraphs 4 ' .fip�b~iL~ averaging a thit;kaeS of six finthd§ aiid neVef' exbeeding bne M -fdots '•: � NAC� b�potits consisting of yellowish = brown will laiainated tand, silt and clay, as much xs twenty �20) =_.fept:y.thick� the high level deposits may actually.: be .gi-�btn�iuvial � - - LAUt #N d�posifis cbrisisting of laminated moderately yes 1 bwi Sh brown clayey silt and sand, parts y varved, .they grade downward into varved lake deposits (yellowish = grdy in- upper part and reddish a brown in lower part) s =fine -thickness of these deposits range front 0 to 150 ' feet _ GLA�iAI. tiLL cbtis#.Stin.g of nohsorted nonsthatifiea M#xtur of clay-r siltj sand, pebbles:, cobbles and ' boulders; Although its ; thickness varies, such till is about twenty feet thick do . the average afd appears reddish a brown =p660LAN filANn AR ctitisitting bf reddish = browh and gray siltstbtle� sandstone. and conglomefates- thaneSeoitS to be general ageteMent among the experts i ::.:. that the toil ih - the area May be described as a Walpole sandy loamy it is a WidtattHherly drained soil , probably gl di-Ai ".till. .'.wnrked oven. depos#is a Cbtttbui� W64 0 ' the bWbek §defaces place the. mock in area at ` depth of =10o ft . ,. , referring to ' the Hatiofial - Vertical Geddetie batuai (NVGD) , 5ifice the greund. .0-levation 1s at Wedxiliately 85& fta , referring t6 the satiie ; datum, thi S places rock at a ddpth of ' appraimately . tat feet Wow grouhd surface, This . is t:owrdborated : by the Batt- that boring hdles reachbd a . - .-depth._=��°11a�-:feet without enCbufiter'ing refusal - s •3 r- s ' •+!-.5-'i :�:-�:tYVY~ rE J:w'�1w�y..: - a.r_: - ::•.yr Y'.Z2}i 4 .r.`. - • . .. R- tJ•.a -'cry.!.` j` r � `.•a• ' "s+ . . '. . fr •-x 'hef=ing ie tAp�enaix A� = baud: yielded datat su6sbil Poof le which are compatible with data. bbtaified from nearby well botingti" iffd � filed with = the. Mate bf' tonfiectituts As ari .exantple� . welt btlri:ng iol. has• yielded the f0.116wing dataf ' U 16 feet; medium td fine sand 16 16 feed gray clay ' 76 164 feet, red el ay and -s i 1 t 164 i 116 feetf rpd silt and fine sand {pebbles 114 feet# r )ck GROUNpWAUR .$TATUS to all test borings and test pits water Ieve.ts woes measured, Readings : are noted on- the boring .togs included in.••"AppendiX . As ' - depth to - groundwat( r, ranged from 3 to . 6 feet) ' eorres anding to approximate t1, 79 to.,tit U9�5 - s shown in liable = i A statistical analysis places the, level: of gr`oundwater'_, at tit 82, with a sample standard deviation of plus of minus • 2 feet. Atctirding-iy, the expected groundwater level should fall " between: f_1,. so; and tit 84: it it - worth noting that water levels at the time . of cdnstruetidn May differ' = and- in all probability: they wi-11 = fe m - the afo ementi oned val ues as w611 , as from. the observed aod PEW ded - values since. : gf;oundwatte . lertels =s-usually- : .fiuetuate `- as a result of .. sever'al factdfs such - as i preCipitationf seasonal 'changel water tev@1 in the neighbdfiing = water bodies] cbnstructinn activities' below greund watefj and several other factoftt R' L 1 Ln ui Q .w + •I.' f;t 1\}),• r � '�. C "SS L(i�J fY+. 1��+. �,t TI{ �• +sit .� ':;.:�;:''i��7;:a. ,� '! . +rl ,K=%• `.LO_WHON GROUNb €UVAftoN b€pTH oT WA#R WATER EUVATION rT A1~ 8511 4.5 81a2 = A3 85.4 3,0 82:4 8516 3s5 82s1 8516 5s0 80s6 4,5 80sfi '. . . . At ; . : = 8540 3 s 5 81:5 - A9 � 84i4 4s0 - so:� Ali' 4.0 8240 82 .. : .._ $6i0. 5.5 80c5 83 . 86&0 85 86 &4 4s5 81s9 g6 85.4 43 80s9 ' 98 8540 5:0 80x0 g10 85a4 5,0 80s4 . b4 8511 4i5 8 2 C1 $64 6.0 80s8 ' 86s0 Co 8210 C3 0 s 4 82s3 C5 86s3 80s4 V 85,4 5.0 ' C9 84s9 5s0 79s9 t4 85.9 40 8119 b3 111,3 5.0 82s3 06 85s4 4s5 8049 bg -85.5 4&$ 81 s o �> 84.4 5.5 78s9 --- b10 4s0 8240 44 860 4.5 83s5 €1 88SO 80:8 6i5 87 ,3 E3 5.0 8140 �5 N : 86s0 82s3 ' €f 86s5 4s2 8g 85s9 5s0 8049 t11 °: : . 85s3 540 80:3 ' 86s2 4.5 8147 1 8947 5110 84 .7 3 8815 510 83i5 p5 8y.6 4s0 83r6 F6 - $712 � 3s0 84s2 " G1 9545 6:0 89s5 G3 89,4 3.0 86i4 ' Tp1 8640 5..0 0 81i0 �p2 86s0 5.0 81s0 TAgL€.j 6aoUNb AND G€OUNb. WAt€ft':€LLVAttoN . N) Y Tpi Location Next to bos•iH*§ hole d4 top Soil (loam) 1 .- 5 ET Gritty Sand (gray) ' Wato-O at 5 VT :. End of p i t ' T�ST�p_tTs tP2 Location 15 PT North of boring hole 0 ' r " 0 i PT fop Soil (loam) 1 _ .5 ET Gritty Sand (gray) ' Watdf at b ET = End of Pit - r TABLE 2 TEST PIT DATA 1 A l .. •..�:��4 s ts(ri �5.'t�� +�-�a"'••rl ua 4T`r.� G �. mois, tuftt - O NG.:,If f WIN tT CONTENTS bd si S2 10 29i1 b4 ' b4 S3 15 45,b - b4 54 20 37s8 ; NCO ts 25 57:1 C3 S2 10 25:1 ' d4 S1 5 29,2 t4 S1 5 27 :8 �5 S1 5 25:8 16M.; TABLE 3 MOISTUaB CONTENT • - t� •L V'�Y � < fit- _ _: _f.. .. - i.=:.y= ., io0 WOR t iv ,r • - . tit ,... f r;-+�C - •; ."tom• :.1%r•r Mr Awl M0. ,...�.,» .,.•,k..._.,..» ION OULUA '..a�a:• - .w w- • Oft tt - .. C tot ties 01 Swth wigor tAl/Ni tA/1tltA- tOAt AAA. «Q_�n blut;L In ca �Aeu�b �AftR eilt+wF�ieM� try! �:1 _.. = -� '.� • _3�.�sc=: .. _:4/5 rttA - �. ., iUAfAlt !l.iVy3e4 At._._�1! t peuA! • IUM n- lM L pit - -- NAUMtA �� ,. �_.--, iABUp! MAttA tlld:��—•� At .na f ��A Ls»•..w(i6UA! • NAWwtA tAl! ... �� .. �. ... a.. ��t tla*i FtA V W1 eaiw i ��t!'s iitllililEA�iaN 6i fNh W EAi�Ni ..,�.. . ... ..._. eM AIItIM 1�� Att UXI- foL.taLM Uii it f- NA. tt�t FlN. Ail. etFtN 1�e�t w tbbit FR rt BtMN lAiN 4AftAi ftAW IN AtlAitti. � �-�. ..�� ...•.,- �.�•... :. 1.0 Tomit - . • - w +p grar�i dine-CoarsetOB Sand L 'Y• `�`�" ems. �•aa �w..f _! .t• - " �V •,ate_• � i+ :.ayt ..r<r sr. �v - - .♦_t,•/'Y• .�/'V•. � any f"' — r 1 '1� At1►�t tV: �SX.•wei a vita �_G�•i'N� t'I�iT ,.... �•�GA1141 ate" 1. i s_r:y` .. .'HdU NO. fYj 4�« - at.�•}I it •�•� ��•i� A:. ��iltai - - - ): ..fit:: s "fkth��` ■4•. +t{�fk��r�H�r=� ` . .-{ , _• _,�. �-•. , Nbl� tJd A-3 � ,it :,� : .. f _ ..._ o ook ..K. -.. Lac tic" �it1(jSt7l .. - o r. �r - 1t11 Ivan.Avgotith . ......�.:...:. _...... CAlIN! lAMtttR CeAE lAR. , —byA ,:g/4! ss /A8Utt8 telAA{ es a " IuA1 IMr„ 'S . rRd» .�.. ' - Af;:�=:1� AFfIA WAS mitt 1 !. t � �"•1�t iAeual w#t!A �ltV.--....�....MOM fit. (.,:�w4....y v tf�uftt •Ite*itil.tA• t ttAul iM W ra. �et�ta •( IAA *Alt#; 44 M.#ft $IN. let tlRtt bu tultt _ �_,Y;..�.�......_ ..,..._ 015 T soil �it�e-coar-sO1 Land -- �. .�.. •�-- 1) BrdrM X . E.0.5: '� •.i. .:�i:+ ..ram i�:a.r • Sao. — ' ' ..fie � / ..4_. �l• ... . � A d �-a - .�i�•.iia. � �r w �M�� 1.., v<lr.rr.� ...I:.t•..•. �:. . .. :. .. o--.... .e• ..,» `Jtr f..cf ..+... .. tttlN` �At:��tq/`..fdL..•. .,Fk ub�lt Nth. oillrs.H,..::. .tAUAI <.. :.. . . tA80Rl:lsfAFA!lsta�-�,..rti�t� : • , - �tl�f':}. �Mil�igE1.= ; EtfeAte f�f1! A� MA =. uE�uA6i!{u#it1 HlteN �. :n�:�lral�riAAa'tRu� •utte lM1u�M�lCL MtaAN! '1tft AA -too �tl�I' _ futAft l t t •111L�a..+.w.��,....�... �- t N6LE Nd.•' .. y�,J.!'r_rlat•�._'ar,:�T.. . 4M.i�..ari•i`.'{..Vi�v OC ION ,_r Offt t ° Ave South N1rtdsch Cfi . ., �... . .....�.: .r tAIIA{ Alt►ttR ' toAt AA.y� bdl_el� R/4!$4-��i1�i l:VAla2 . e1llA9416N! - .. •Ir to i:. :.•a .: a<.....•._.r At IAbefll tfEt ifffA> �WUAI • lilt i.e. iuAt�►et Ilii Y MAuatA .t ._�. Alt I11eO41 $110 (Llrf; At• IIAUUtA FALL_- i t1�UFLt ALM FtA A' ttAl •/ ItAAtA 11lL6 I6lkf11 Mibis bi lilb tNANIt atI lANFI,lA t�� AtuAAR!'ipEl.En�A;Lilt IF {td+t{ +alNa obi !Nib{ti F AtFt14 sit" IIAII44SIANG IA AAtA;Aft. ire f IIA: fffl FIM. A!!. cL AaL N�+ t _... .K.:..,.........w .0.3 T it twti fine sand 16•y1..� ,••dy =a.w "o EAB; sa ` <..s:•.- i^.ter '. ..,.�. !tf' • wh.iai, ��. .JZii a+.w:''••' - !._fit.. - '. �.tw:.r. t♦•wi •iM��.. f1dK wY. - •:< ••tom _ �� tY.wl.iii � w:aM sr..a L.._4 •.i«.r...-� - R ......:.. ., ... �AbeedIVAILt!{ Ift• r•- !;tA11A1-'- l=tNlMs=" •��Allill tBL �r--it NoLE NO. A-5 Ultl '• mot* J. 1�eAt 01OlinD liteA1b -.F�f �INt AtAul!# gl�t�libilieAltl . 1111bN »' {1YtAliia{Ua sit 1 Wt* fµipip�Ali " V1Vitt lilt .wlw.•IMMY•W<•r r•�Y•� °t�r3�1� ' � � �tt�c �•I•,.•.w.,. 1161E K—A,WOO RAW �;" ��• - �utKt��:licit, - � ..:._ S .. . Na INL TA C 0 .ta-k +•. IAOJ Ct ON • _...t-;.......... __v..s_........,..�.r:.. Ott tT~ t OC iION JVuLII F�,l�, Wj Sol'• tt _ .... ..�.._•.. ..�...:..�.I........,....r....,... ttflNt 1AN�iiR.w•cOn2 /AA.• ��I11:$;�/�9^�t4�•�.�.: �AeUee GRA euttrfAtibNt tt}t , >► .`atttA i.e. N; i.. ._ �.. - �At:•�• MUt1• lift MUM 0. kA1IlItA fAtl •' • '- lAAfltr; ItAAi ftA i• thAl 1 ltAAtA ' ALs iatul�tiEttieN of �til: fAllN1• ..::,. ..�,. ..... tNAR elI tAa►UA tl k 110MI IRE E"#t-IStA 1i Ilorr! '"M lkN _6tttN *A;q i4AttA�Ittp/ 111 AItRj tit. ►s M8. ltst !!N. Atl. 1e� IteAEE elI tueN d _ .LI Y_•� 3- •WIa. Mai . — =--' = Brown = Fir1e Codrsd Sand L.r.. 1.0 E40486 =• _+:.ram - - "-- •..•_ ..,.•,. �= -:max;:. i''s..� ..�.: ram'• � .1.� "' jj Wit.. "r1 J�� LPL i-- — •t , / I•:a ?••<'4V I.a1M.i.'M :..ia:l Ywl �.�Z � _.�. fro+�r. +i>:wl�:. �.NswS.. •:.i•,.%_ii.!• {� •.�( ..� :'.0 L •Rr'v salmi•_ •aF. a•.a.•w .::t-i a i. w.i+Y. wi ~r:w+...� G� A, a'— J 1.• HY�� "j-y —9 �teute:lUtftet �e --y. its cite .,MIRA 11aAi.°��+►1 itfgti �- �t teAta � ►��t i��tultN �__u�l�MtiltUltlN Nlfb� ..airra�lo4�l� -u.� the*• JptUlYj\II III Y1Yl lilt Y a..a.,..•N,.I .aril•N..b. .H I« fi Mat �A11� es��tt�, tftEl.k ua . . ,.� 1lQWl1 Vi�1G s - - �4��'.�.�:Jll �..a.� _._.�--��— ..�n..•.� .y - tAoJtc! '+:� •':- t- .}. � �`1 w,awi:a Y,.a.a+sa,:...+:�.•..!�"a.�. Q -01 aftlt�' ` lot via" - __ .f....._rti....-f,,,,..,;...a ..,�..:•«.... N..ce , ` Su11 w' Ave. youth W1 S& tt •�� cast tat lip-• ba Nw.i/4i84—blli hL- L�LOZ lMKS YltlA .Y� • •A�.._+A.wtt.ieaNBl uA! pAua IA6Upi lAltt0 !t : �lltEl� MA! • lift pit A k`lv _ .� .. At«_=W7, Milk lAu�tt. _. -_. ItB�! ftR t` Efiklgl JiMA - tttl6 i6tpElHtAii6M 6# 111h , a. IZA1111i cAtNtt eM 1AN t1A t!r ettta AtuA#A1 11rEl.EdlbA;lk4t 1 t►i�t MS. Wi 'tb. Atl. ib� ItaAct eN tutN Ki aA1a atttA�ftAat U AibAi tt1, •- poet - 0,5 T Soil « 1) Bro�rti median-fine sand L .11f Br tm Brown medi -fine sand — y. =•y 3) Gray-brown clayey-silty sand. 20 0 4 grown fine-coarse sand id• 4� - Is Ad •w.•'� ..aw - — rlr «4.wni. d>� 1YY'Z o...it_ was S•�_ •. ..wv:! a yi.(6i +►,rl+ -►� `.,w .. bftf e.lillNt. iNtll .�lAlIAI ie• -. ,fk .A 6 `M�#1lgtl !illAtl 1�Itt I�lelt! = gR1YR611tuAiEi !1lt6M ` `"'�'�YIiYNfl1lYlN1;::1lll !NtlA �� tP4�tN l! .a°T 'Q\�"•J•�ttN Pi 94.- - . - '\.Mrivy:-..:• rr FwMJa,...,_.rr.. wVw•+_I....Mr1•..w•.rwa...•vM�w.•- �t'�d�S`'��t ffict {.Utlllt��hMli�M�e {ti��y y�,;1r:—++.+%w..iw t �V�� I��.•`�..lYlrr,wj.r• it c Got It • Off1t • atlily +r�. .Saithui 41tidsor E# A . ._ ........� �._._.,.:�.,.:.L�a.••, ..._..,....,-- w fAMPUR GOAt &AA. �... - ...t. - JUU&M. iA6tlRO - `• IUAtAt:t it.li��t�'�,f�-nil�,ri r--�-••..-., �t tt JtltA r NAaatA fit. t4t1 1 [S .-..11t: ~ �AbtlA1 sAtEE Illa �---�.. ..NeUA! NAMMtA #ALL l ».�. ...�...�..... ile#! MA I• tttAt�t ltAAjA w fltt.6 18tkilijapAl bt 181L tAlllli !AM►Lt •. .. :_ . tttAN t AtaWl INEL.taintLlbH it tAe�s e!►t++ t#aAtt dtt tbiti .tN�ttt SimeA1p MAttIIi ltAtil iN A1tA;Nti. ►ee go. f#tj EtM. AEl. let _ �.:...:. ..�:.»_.._._... .- �.0,5. rT _ r gip_ 1) Brame tiediun- itie sand w .f.aeh v - ter: in— Sane aS #1 as 12 2, 1s.,r r --6- .-- —• AX 18.5 4 _�rvwrt medit�4-fine sand r :: •.~=--- .20400 _ Gray clayey-mity sad ♦ A, ♦/MAN rw�..++ - - 4d ��. �;.. _ i ,r.• .,._. fa,. +E�l�Ke 0— .ttM NnIE k�. Z ,....... .,..:...,, � Vile .tAEtxt 'tutN:_ t�t�uxli.,litEtAtE !e fh. t .... ' .. 1 lAf = t1llNti ' eiteAte Erttt J�t.AMA d�iMxetli�Ali1 i<IitiN t:. ....••rA•II AAA °u.. ru�tA IF�utYiAll to V11111 lilt loath Ittf•!INlbd�.�. '• ..w.- ..._.r..�-.•-...... ..' .y . •r+a.Ia..- mot. L 1'f0.i.G��ti' �•.J� �1 � a�4< wY.c r..... ......••�.o.w 06L�.:HV•�•`•..1 4wa3..-r � wLt -iA c to : r-"u• ^ =ice =la,:�-% tAdUct Ma . - .•,F..�2%E�. a k��? � M..f.N�•=r�..-'•I a,,.•,w=...r. Hsu.•. -i...•.w tr•s.�.••'—+'••I"'�•'-' lion tI a :�. :.,� j4. u1j�vt.Av , W�hdsoh _ .......�. ..: -.. } _ tAltN♦ AARRUA� COAL 66A. baA L lAa1aA6 ��ttA.61ftA�At1aM! . :.. !t!t - �'' -�N-� • IUAiAEE Lltf��{E.�1�11��•* �� •. tilt At fl--�f#t� aAIMA at fit. AAbuae ate 1A IUVu,:.,.,,.._�..� At AI~1 RAMUlA.fit.t....� -�...: _. _ _ ......•.�.,..��..r"..•....I.._ -� PIR6 IatKtlflEAtlea bf lall.� latYflt /laot FtA A" !$A1qq/ lNAN�t .. tAallNl :,:::.< • -• -- 6M AatuFttA �14 fit ttk. AtE. 1#6Aa 1 66A tua ti �t: ecatl+ %lttl MittA4eta,. IA AREA;attt. tL A6t �art --- 0.5 Topsoil fine—Marst said EXXI Scix s•-. ter. w - �. ..-• .spa �i .w.a:� .�.. •1*w a -•.- e x� _ �. - �_ "•lAtiNi #atll •a..--��A uA ta...a.r:,ft Hdt1: kd. �1 /AattlNi-lpAiAl:! �Q�� slta _�_blt/.�+=•�� 't �." . �• AtIu�tA �i►tilllellfuAlti ftifalal `. itlAt E,°Mf 11latb Ef.teAtr !t!I# -> a:aa�••su•i��r` as1� ii.H�''t� A4ittlYillt'' a" Mt11Aki flit 1elMlitl�•!ill/lkltl.�. � � ..»............Y...�..... Fia•Y.'1.�.Yr.••.i.VatYdY<•�.•s/`..r...w•a.•:.• .• ar..'i f•ti.I.k. •- h ..•.4r V ��• W�S� T-vs.-_ -taf'��!i riYf 1!' •1�� •ta' .i. N-I LKifl-i+i'•..vi.�.�W.IA 1,•to, . . ..>,...,,r.,: V14, tic item Unit cull vari.Av�� t t IM V. •_ " a i.a...a.c t.:.+i. tAIINi lAMtltA M COAt 6AA. _W18�+bLu tu- 88/_ 1ASO1tD iA�lA a!ltArEAf18Ml =: t fit HOW u.H kY#c�•t�rnttn�» �-.. 11#t 1A`� m ilk NOW Ri• r:.wn...•. l�t6up! Il��t� ttt+t..-.�.t.._:...-...�:.. .... AEllA r.� . 116UA! gAwNtA fAll. ' .,�. .. �.�., ..,•.. tANNi fAtltlt„_ ik6*! 1tA !' W1 4 '"A�� V flltll UtIlfulatIdi of lilts _ 6N IAa«tA 1I V At{IAAAI 1Ud dLAAj 1616 ti- �ii«! 61. ttil ;lli. AtE. 6t#fp 116Aet did tvitl } +k tltllN ♦Aiq %AtkIA itAtii .IN Aita.if1. �•} Brm ntdiltt4- 1t12 5211a b-acd br tilt }� 1 fo U0484 to y Is : .,..: ,:;sue i ..w.•. � .t: - i f. so- 1• ,.a.K J. ,l a.....Ir-l- �J i•iaLW �:." .l �N eMT' � ... «.ai•`::a..r ham... ,.raNa r'-'raa:�.. v-w`�.••. .• . ._� 1#edNb:�a�lEE! fe, .��Eti. Vill MINA B,2.: t�eNia; : ��M :. = mote . :tif�t_ is A�AuIIA dti�wei�tu��t�_. .!>��..►,a.u�•...••a�`a... '•.:arr •; twahla&ak at't`:`'::1111111.1 -tilt - r'.`s.."._ .�a-.._•...r_+�•_�+`='��7G-_.._::;Z• ' vtwws.+.v•. r al��•t�sting,s ins;: . - -- -,-.._ - +• :. sNtE��- �-�#:2-• Afoir0 ateN ive Cuttlt:Raadway,��r'yitet,tI iE,_ A . = NtyLE Nd di't-1 . .:. :. - •.' �_ r �r - • to ... v_ IINt TRACTO UA tam ACMAN &-OAILUA , .. .•........�. ...r.wr. ,-. arracT �acArrON Cfi f o i�� +� Sullivan Ave. 56uth Windtof, - . cnAt IAA. tiqu sm btu t"+i.:.- fA6Ufs 11fttA 6iitA kfiOAi ttft '.. -. k xii:..Cr and_ ft:::===f. �`�titA:.• �_NMI lilt 1.5.#t h r uNd MAttA il.w_...r.:�... . _� Air .._�.�Y 1f. `itf t!A r•i.i..:ileuA! aAuptA.PALL ... ....�. _..� !Au to itet! ItA .• t6Alyi ltAATA floe fbtatif tiff6k of MU i _ .--: ail llu�ttA ttMc tHANOt UsUAAi lNbt-totA ekltp leli Ii ♦l0#! OtftN IieAtA OA tu6tl fk Atft b0l" *AIR 11ARA+1tA41 HI A604if#. fc� Ma. lift ftll. A!!. tat 0.5 Top Soil J- �_ 1) Brown mediuni ,'sand a. 2) Brown fine - medium sand la 7-* - 3) grown silty fine tand 4) Gray brown Valved clay + silty •� 5 Grey clayey tilty sand 1c.5_.Zfi� to -... 2 .Z 6) Same as 45 .6 _SS 1,5 1.0 31.5` :,3 _ . i.y... i 145 14. .36,5 ' .M_-.yam Ii00 � J_ :Y .'nY .•� i•. ♦•x.-..s.`. rv.� -- .. --. ..4ti _.,s:�::- ,:,_•.: .. � .. , ;� ......' Holt: Nd. --UitA '.eitllAi fNto _... _— tAl1a1 is • .l1 ..._. . = • � , • =J:.'t1 5At0 f I Ht X�.luitA uE t Uge1ltuAlti Nif4 i =`r d1l�AelileA�ia= lit�l caret f fNlp�kCt. : rt VtaE.fttf - �faKilld-41di16�.�. • ... .. ... ..a ... a,...,_.....t.-... ...,.....}.n�»..s. •... atierfiala tetts�gsy lhcf •Y: �ndway., �t�vt� � into - Nil. lra. UtlaEdfi tjiV� .: tlttNtl. ' ' �.. �1�n_t:df. Et �6460.� ..� Aolttt KeC 0 a ....:ra. Ottttty ,, OL t1oN tbutn Windwb i sullivari Avg• s.A3st� GVAG ^} WA W V�•1�� 1tA#!A 6bltA tflaAl ttlt �;,' •'-" t1:.RrMfnd A �A. tt 4 A1ftA �s�MVA!- lift 1.6. fit. IRAUNd •AttA Kit•• t KivatA #f: •-�..�.-... b A#=• ft,-rO-oftA w-w:...pauAl rF. ..... < IL6l1 RA 1'. tcA�tpN a ItAAtA Ittte ietN 1MlAf1/M of WU tA11p1 IAwft.t _ „_... -- 1�61• tfllftN s. -✓.. M . _ : 01l1NAMAttAt it 1 f4MtMb 101. <_ ILO*!-- - Ot�fN OA IIt11t to iteet^ Ae• ttEt tlA. Ate. 11IOt: 116Att bM tnttt 8) Gray tilt stir Flay Ails _ •.� •s ,ie.r �.y 'sue Sam as #8 A. 10) Sam as 19 ' .10 1s5 L 51 � as #10 Z S ��- p.•w aM.i hey ...... - •�-- `.. � s.. ....a...< r ILOL 6lL5— I .Y... �F 3•�• — iti ' L� ..!•Y Mom_ •i Y2 r- .r I"...Y � �i ~-+ w �, M4•J �_ y. .` :t.. ..f..- Y a .s.! .'ta L .►.a"T .•L.. r Lti Mvi•.�'..Y .y i` ,r.n.Sw/.!•a% � if�aV•. 'iI.--- �..G.•M ..>.fi.! ...a=M"".� _- — .. ft . }f ' �•' itlAf��;�NI#ttgl/ ��•!1leAti E�f1t• AAAa1tA :° •-�I�tbMeNtuAitl llfte+l ":d1ftl#bitftlAHt t�i� !gtlA :. ttriwl��tfa tlarAMt tiff .�. - .t .... _w - -.-`_.�rt�..--�j . .. ...�. � .. .-J�..-..r.+✓r-+✓...+.�...�..�w'M.Y.ra...:.."•R.i...•r.Y'..w��- ti1w1 tlti•f lAlbB� =_-�-^�. _ �w...J. w :L_..:.,•.�s...e.�«....•. MdU K ....s...i.—. �.._ Mti� ° ' � ate_:`•- ...: ,. - ,«- . .. . . .. . • �--- t,, �•, tAootct � r�w C�Q� �r'•` }'+' Y 7t.y.:. - - � - ..�a.-...srw'�.Y+.w..�x..r:..s...s.!w...• Al Lot 1014 « o� =.s. suillyari Ave., VWW 1AAUks #At1A all#AaltteMl tot .A HA �1-�.>IS"= •-. At c==�1A s- r MvA! lift 1 11.�}. .,. �.._.. t 14t] lh=. ~!It 1A8Ugt1 *01A ltEif y-^-••.•..•...•. ptuMtA ..�« _.. . A}_,=--�if.�`A!{!A .�..: it8tlAl NAy�tA.tAU . ._ - .. -•�--- - -. • •"^ itef! -ttA !' tis�ll t 1t�ttt Nell tAtlttl IMIAN Af MLA 1A4#Lt tpAN1t .... WINI e* !tu}ttt tt� Atutu+t! INEt.teta to A4 A tte*1. etita iierttt am tn1tl •cN ++tt. etttN *kid Malt,ttAm IA AttiFiltt. feet ' 11A. lfit m. Ate. te Iet - ....:.J...:...r�... ......_ i..� yi • tands little silt $_ _ fine 15,0 2) Btd�ht fr. = .`. Gr#'braw silty fine sand . —3 _.. r --••'r ..,.•. � •�•+� •=N4•--,w i��— - 'i nob 4 Q-44 t h silty fine sand ry0 _ -.• ''fir� w Sty �t� ti2.j+Z �" w _ .a ..a.• ,.tip- �. ...r. x►•+• �•IL. ..err' �. r+ � ... --��. .. M, ..tea... r•.=. .[l�.�.Iy i1Mr• f .t.a•+ 1 .µme.. r•• �-lr. 1.1..1. -.41 .►'f� JY'.-iM..b � �, - ...P.a ..•.S'-.....WK ti.-�YL...•...,l:.r•.:�.w1,.t.•1:: .. .J, N••sw I�v.� Nyii ..i.4!- i.aM.•ii`LIY-'+. s� Mrs J. v i 1lltir• ;•tililll t iilENx.. �_�EAItAI iA•-_=-�tt. .�.... T IAbtllllltlAlAttae_____r._ �. ,�.... . N.1A1 M1ljlple P'-Ail6AEi f1lit AtAOUA a�tdNlllt�Alti. il�te� - "; ytttlic11i1a#IH fA�l 41404 a�luta�t ttx :�IIa1�Nt ltl! �i�itNb•3 ttlr69tl.d. . . . .�.: .. . • - • • . �- t..•-:=--.:F...•«--�...,. »..Y:..»r,.....-.....,..w ..�at��als ��i1�1'it�r x _�t�' �lltttfi�._� •.;._ -. • . .- • : a . .. io0 RAW bm" -- �._ �.�1 if��,_:.. ,•,.w...r.u�. � N t� Na � -} �leirn+i� .. t •t f..t..f.cx,af� UNZ manc cc fig" t , y s &jjjjY AYE• �011th Windsor tt `. tAltN! lAMfltA ;aAt IAA.L .tisu�� { , ,8 4 $9 .8 4/89 iA6tiR8 ttAflA��UtAVAf 16N!" -• ttlt �—� t="_`�.`•"� �.. ` Af1tA a a�nAf lift I.e. NOW MV •• � NIUMA j " lit 146like 'Non tits -0... HAMMA../Atl �_ •. ��►u�t t._ _ l�e.e �tA !• a,+►1�p1t ltAAtA 11lt t1 16tNttittM1411 6f ICU WINi - eN IAM►ltA ttNt tNANAt Att1AAAl MI-t6tbA4l6i! It IL641 et►tWr (►bAtt 6N tultl M�+r! !tt•tN WO •ARA#OAMI IN *404 4- t't NS tt#t ILA. At!- 1et --~J,• �. Y�+i rf.✓ rkaa •K wfw+L. a,fw. IaK_ •` • .._•r f •: ,. LOX& fti' .• rr .�� _ •!t1Mt .J_� � � .4� • .w `! ..;.i,-. Marc} 1......r - �L ,w•. �� SLL�r 16• .+1_�}f: its` M• t..f:H• ..sue. �� -•' _t aY w:d�:t. .±`Jt _ ty.M ft•� ..+_+,tom '� rt�. ...... sib •"` �*rr _ . 1.r <Yw afr•. S ... t J-/6Pi-.r Ad >\ ..a_i1C e.1. •W Wiif .•.w.• ai-.w eel... ..:i �. • .^ HOU I�euAi-.IU�1AEt-•fe.�-�..:.yit,:y- .b1t1•�,.�..:!.a>tliNi:�.�- fNtR�.��..- �k�flkl ftl •t� ..B-b�, ' ~ ��i#AfNt1' =!ilQAtb �1EIt AtAbItA�_:'":tit►IbNb1llVAlt! iiftON OfAf j, .. ,. " " `': tli�i�l�ttwatiti► 'A1�� Amiga ._ iMll,luutit YtNM!`iilt 11fiU G• _ � i••"S.k .h. ri �w na.r�"�."t... .,r•s. .sr. rc—to FA it _ a.. Off tT -- •- tee TOO14 �,{ r - 1i�1�Y AYE, kuth WirxlI 1.& 1 . _ . ..... -�.. ._. ...: 06111116 SANRLUt yton SAA. bo Wb0A�M$% /�_4 ,- tA$Ukl.§AftA SWAY1116NI y.-„A i 1 , .Ss-- ,: 8 4 NdUA! • llEt I.B. it:z--' � `'1�fffA.c�--b.:.. fit. . 1AbU4i 1�AIt1 tltii j NA IS t A 4 t ,... .., .�.m..,,.. At:.,.. �;:,tf.'� AffE�l: � ...:.NIuA! NAuutA FAtI. - .....w _ »�- . .,�:. � _ .. . . . :...,. �yt�b IAta11i1EftfleN b� ill1.:�- lAIINI �.,. .... IAulttµ• .. ILBSI FtA !' toAl 4 ItAAt4 eA lAU#LtA ��11}yt tNAAlt AtuAARi (Ntt.telAAyLbli iP a�nbt Ma, iltE AtM. Ate. "j I�OAtE 8M disk •iNl 6tFfN tNN 4AttlyitAYl IA AdlAytfl. 0.5 T it . 1 �: • fi J.0 Lirr t� r aw.i• «a .. .'j" OX& • r -r• J* F. Id .>, ++ mow✓ �-�.:.�. Is gk� ...ivt« •• i =e. - V .....-:.may. ..:- •::. ...�. iA6uAi:ltlAiAEl :tb :t-Y4�1fi. dltl. ' �AtiM1 .:� fNt11._._.._ � �EtNf• fb- -t .,.. . . B-8 T, ,< illAt-. :& �filtb lltbAtb 'illt .- AtAU1EA tlFiYN61lfD W Mtdo ' INUI f FtAiiiMl ...vl Val'110 'Reim 1ltf•tItUAd6.6. r .L sl.rw1 _.♦lNns. ..,�.. . . . . - - . . _�. stir€f•. .1.... -too ftatdt tvve Lt1tNi�x�,`:--t�'y��/�. ,._� 1 Nola Ha . 1�_ +.Mi1fi>�I rvA -4,+.} >.rYi t•`tl :t.iri••i.••.> rYYJ. ♦♦I- •�z-.v: Ot • �\ 11 .1LdG.7CS�.i�Aii•3iii�i r.V+a _ ..f...r.•. _ fit aA_: ... }, _ 4. yAOJttt 4 _ 0C 110" sa�t�t u t;asa► ct .�:. e `` tAIiNA �ACu�•LtR~ -loAt AAA. Lim`..., /y �r4 tAsuR�•.A1titA:etltAr�l�tl�ti . _ �t�i ,.. S ... `.••.•».,t • `JtW`1• R�QJ^UjAhL, •` .. t1aHA! fill '.8. `P w. , - ItlAI.LEt 1ELL+1 ttlt��t -rlfrtrl...•.L.-. G�. plaatA 1Ff .._..,.....1JM ]ht. fity 1A61ipi 01tEA _• �It"a�4tA 4 •� ttatfAi NAuutAJALL: -- ' A4 /• HAI it,1�1� #110 14cafMEMA11 ei ISIL tAlINI . . •:+ :. >.. . an IAMPLIA tt t INANAt Att1AAA1 jou.WAA tail /F tterr! treAlt aN Wit) k 6titN �AlN �AttA�Will 111 Aia,aft. febt Is. ffFt Ato. Atl. to AbE �(NI1tt' - - l.11_ tjthM inedittn-find sand •'Y`" -� 7 2) grnwn fine-coars(! �' :....-- �..:.-• .� tea. ;:�.., s� . 3) GrAyA raw clayey silt y Sand la• � wy,�„ ws,..e t,5 :0• �5._ i 1r 2 , , 4) Sam as 13 Sane as #3 !d- f,. .:� .�� .� ••. -- -- y'" .� 6 Sane as 13 . Sanr as 13 65. to.. 36.5.- 1 : Z ti wa>�.4ty.. ice—y.�/. �� K" .,. .�..�•Y�•...r .! ..l..Y....� tHtst.. .—.�lA1141�to -:�tt .... Hd��_Nn.. g-it aaanki fair et ata jtl .L. . trit��ata � �t.taace :� •11AfYarANtYlA/i3`t1i1 Aulat ti:futlt tll•;-.::�fI Mt.�ttit Mat�r�A1S �s c tUfMlt� Noll Rd.-9.:16 • , lob KA M ti v Whom IiA C • y-�.,.J :dr.:� :. .<...� ►AOItGt NQ. _. .. - _. .._ 'tea*itu�t<.:: _�<-'• - - ........x.....��w. off Oc Sui 1 iv N Ave. tooth it WL, ct - - tAsIM� Autltlt teAt &AA. ba AW„8/40 bjA t.;t•'8 4 .•.. i#bUAb'�AtlA 1iitAVAtteM! tilt L...l�._....1 1 ��.'�, ' IUAIM lltf Yie �t r1A� At z= i `. tilt! I.S. ....�..�.� MAMA 4t r'••• -• , 140 lh:, Nt MOO MAtlA tkEil�'^^�' "'•••_`• if :All(k i NAMAJAkk ' .......»...:.. "-' filth M9111111 sA bi illb 11�ufkt t�eee ftA e• E+sAtN+ f+A"ts AlPlAll l4EL EatJSA&Ml 1i iie�+i � ,. e+� IAu►kM t�t �N�tnet 1kA Me. 101 t 1. Ate. Ibt• t/bAtt eA t�itt k��tf blffN itlN MAttAAItApl to Ait1t4E 1. Grsy-bl-oM c1kVey-tilt _ YY. Mlfti Gd' Gray-red silty-clay 14.. 1a5116 71.5— 5 ' ' .=J....:•.r •...+�+.L' � �3 "�'."sue 'a" �` �� _r.+... - - - - V .. w.. � _r. - .-FSJ•... yy .•i:: •-Ii s,i.+l •�. •..�'L W s.<L .. wM.�..Y. _ x ..- ldAlAEf:f8 -ffs. iilti '•MIN! � fNtl1r1e_ v�-.•.}£ NdIE_ Htl. B-io lt60 :�i1�tllltl ' ' !i!l,At!< tttiit ALAttitA YdAirMailtuAlel` 111t1N 'Mat�rl�a1�-��t�t�, it1�r L cutMll.�_� t�c� •fr,��• :,�....., ..1 - t udt_� Na.r�• _ TA cto11 r#OJtCt No. LINE w✓2Ye. w Min.w _ >=:+.�w.n.'h:._.Gk: e...••: ON . Lac toot � .�F V t1dsot�tiv- A � Wi Su1 e�c�t`t�Nt lattrta eottt t,t eAenee �AttA ell#A�tf i8N! ttE! r. r1�+.""4 �•� Yia•aN-•.�4 �t: ft Jack MUAl . lift i.e. "_s - " HAIM fl.fa ��.{,}� �f �.::.a,:. .a.• 140-Ih:, Alt. ueUpb ��1tA Il.f�i�'•a1.CM:.•aa:s r...:+. If. HANAtA FILL- l urtt .• - AL601 ►t# A' W1 1 W—N nub IRM11 1184 if HILi .. MIN1. eft ! 00A tt k cs+ANtt ANAAAI REL EALBAi� 0 If Ite�1! 4t►fN, P �it. __6tFfN i. ireet • as. ttEf M. Att. �1eL ifettE�eN tuiN �clt1 •I{tA+tEAni iN Aibl+lEt. 3L�yF, .J�. ilir_w f�• �ditM-fine sand 7• i) liorwh .l•� +Y i-. -a4 I ��• _ ini.1. wi ..Lr� . f 2 $C�rkl dine Saud . 14.0 ` Z - 3) G�aY silty sand — - —= _ 20,00 4 Gray Silty fine sand z� - AA .h.A� s...a �•er, .tira! .•ar.. � �• JL� ' �� K.wJ.�- /+.�... 'rs. vA a :.-• <►1 �•w•.: :....-, —. •,e'� s..s1+•.A . .•.a:.Wa. ..Fit- �. s - '.• ♦... lbMtAe! to tllEl stAIM , fAIN �!aflxl to �,tt Ndt,f tid. b-Q •,.. FYY a .. —.t . IAt i t6AII it fit A lfultA : UFt dNbtlttsAitl :NiteN ...,u/�Yaul�w��•��ia.a UIa�• l6la�uaU/ •�4ala� Uri W w i I soh.• /` (t7 .r.1 Nlat i�is 'f stitig�:�lt�t r`utl�t� tt�ici tic t � :..:t•- .....a..., ,Wild O.A. 06Lk Nd �- io� il4 Cielt� tY. rad cT x0.• �ti/.♦ •i•+/:•-..r...aw."f.r•...'..Y.♦..rM•..4.T•.�h• 'O• et flax -�.� :f==- - Su11�v AVQ. .$ottttt 4iltidsol• tt ..r tAltx� tAMtL1AN'COAt RAA.- • l#lure 1AftA 61!lArttieA! flit zt3SA_: LSS_:� , At•_.�...} _;Atfl111: -1�uA! • llft ia. �� i� 1 l; Apt IAauaA iAtt# 1U ---- pApatA HtuutA ALt � _ . ..........�..•----•• .:�` 1�at t 1L"1 FtA V "A041 1tAltiR M - 111111.6 MtkIIIJIMIAN .ai !lilt EAlIN/ < ; :«.�• --� - aA MOW tit ONO Ata1AA1 IptL.tblb MA& it sto" '�lek IteAeE am tulti VIA. - Simi quill.SMAI14Aiil to A404011. 8r-awltii -oo�t-s� said 1strdfh silty titre sand .4' Brdh silty fine sand 4 SS �5� 0.1. ..20.0_ Z0:00. !d_ --y_ rr�. may•• . is— Is Ad iAbuNl=laAlAlt '.fe •� ffJ• b1t1. ��e_�;l1lIAI Iy�1NlNt4•.;...y.•e�IN! to, �tl: — ,•- - .• Yam' - - , = ��ate��e+eatte tA:�:-� u�E�NelltuAlli -ll�teM . 411li► '4111 deli lib•!.ttlidcl A.N. ..- _.._ �.. w....._...V...:...:..� toy Rawbiziv tUTAii� !I[yL� i1a —. Y., fit j t1�3. �� ,.e.�w ,.t•<�. ., -� =-= ' � Iii �` — a ►IlO�ttT NQ •.... _ ..IINt• - ��Mi11Ci011 AtALot TION Wirtdsol- �. I - �u113v ave, tOti - - tAsfNt Gunn coAt AA tittswl__8/8�89•.iit4�tt..8 ..,. LAluke MIA SIRAMIGAl ttlt ._,• a `_-..�'�_. NOW tLt4 It Aft[A s MUAl lift 1.1. �=+ 1 '�•Alt..., _::• aauAl atautA �t _�� U6848 UfIA tlE�� •• .. At. NAwu(AJILL..,: .-•. ' _ .... - . . .'. iAU�Et . �1.6#1 FtA r telAl / /tAl,l fltl6 i/tktifiEAtil� as le1f.1 ._.... bit 611O A tl t tNAgtt AtutAtl INELEM^Lail ii IL6+1 6t►ta ► �`►t. 6ttIN ►eat MS• 41►t IIM. A!!: �Ae,t l/eAt't'"8t«teft) filth ilftAl IliqG UI A�3 if ... -. -••� 0:5. T soi 1 .f4 •. off. 1R' .��1�� I fine-coarse '�r n, n.A•Y 2) grrlti fine-coarse sand —_ 2_ . ,it 1L fi " 3) Grey silty fitie sand 4.-- _ 20.00 4 Gray silty tine sand trace of clay '.aiwM.. � .�•N4 .II. Ss la••• Lam. ..rsi1 .y• � µ•me. _... IAdvAl lUAIMI .fe fft•. 1lft/• •tR!'Ikl . 1 tNtN y�-._ «�AliNl 46t .:Fi: -3 ,. l�/�t ¢':af�etatl � elteAte }I�it • . A�XfA A OHM IMAM fltteN =:: Il/lr�eiltd111i'lul. l111l1 . tl•falk+lAt VIVAkt lilt Lim IIH•!Ma CO. .�-,.. __ --�•�• •- -� ......_-_�l.�w♦A:i-•aWMt•_ •Pwi..M••.RWir/_�< YL•.i - atertais�=t�stin�I:i�cl.• � . . .. . . . .: -' • .. . . �N��fi-.r_1.<.6�� 00 #Aten"THv �utAli -�� d ay rl�t��,t , �� ,..�.1:.� 1 ROLE Rd.�-�_.c- _. ,• aces Na Iwc ;pNte tee .,. ' `. ,nit �i�.♦� :a'r_. 't•ist�:w.t...vw...-r♦•-.:.:.-e:-,✓•..r••.. •s..:•....--.• •.ww• 1.• _ .. ..--.....•.+.+�•rr... - { ON �bA1lUA Af N _.00 �but A TI Wi idWi.sultiv6ei vg, {i ...,�_.-�., _�.... ..,. .. J M! HlANr t11' eoee .,►� NuIml- $...._��—8-b hL8/.7./$9.J cAmoke *AftA 8AltA 1tlaliA fiit tyW.:j >....s�:; �.�__•.., Af it . Alf r IMUAI as LCa ._s " NOW Rif lPkit -6170 -•. �. aAuutA +It .- L b Ilt WUKI siuA - It• f. AiftA :UduA1 NAIIptA ?All, ......�._. .•,r �A ei � �� lAaflt Ila411 HA t' E6A)q/ Will 11l16 ISM11161fill $I tilt, aN 11MIA• tlJ�t tNANAt AtuAAR1 1QtL.tdOjk4L6t1 it ire et Aa_ it#1 1<to. Ate. b poi I1aAet ep tulti �N;�I Atif" fit" 40tki RAIIA IA A01i M. _ +' ems_ .:._. �..✓- 0�5 T o s o i l Brown medium sand S.. 1,. 1.,. .6.,5 f� ..•. —" -„- 2 Bhowh fire-coarse sand AL s 16,0 3) Gray 'silt some fine sand •ice- -..J•s .Yt t.1_ IL ,0 20.( 20,0 4) - Grey silt some fine sand jr� t: aOiBs .T 1 ' _ JJ <�_•irfX' rkVli .L'.. -i.1< All w.sl i«. _+w•y off _ . _ «•'l.<•1•L. n•r•N .:f'4♦ •�tr1 ..sYf' •.�M.. .Y41•r f.�,t i. .i.•t+T:+ - - ' yy♦"'- 1._."�• .V.Vr ..iw�' .4♦J4n�•ki� t - �� i..:L �.111ti•F' -Y7�•tN.. w M► Vi A.•.•I.-API. •:r • .N• -< ✓ r.K.t •• wwiJ. •Ii9ii• to!•Y- 6.aYc •:. .\�., ..(�,{.a.• • r.�.: lAeeKd luRiAEI �a�• ifs titre' - A.lAllrt! 1.ftltN� —�MINI fa >� .„it Ntit.t< Na. c- _ .�_ t. AAlaU �41eeAtl � Milt AktultA . 4E1bkeNfuAlti ilffeA • � , dlrrNeuidA/t�:71u1lpleA ff<fali ILL -A.V1t1kt tilt NO,I W418M A.A. ... ...._r....._:......,:..• ....�.,......_._.;..._.... . I • atwets Tatingl nits. sit��t-.._ ba Raton btqv� tucxtl ftgadway,. �ry�E� ,,inc,..._, _..r_, : ObL@61 4±� tttlfbti•l;l Cfi b5�6b - .�•• •� - : ........ oMte o o 6otttt a ,_ =�c 0 • ... •~ OC TON offset ;�t stniivari Am sbutk Nilidtot f�tf - - A N i ! AM ltA �toAt GA .•:8 8 89 bW.�".i..••8 8 89, +awl- bst t et�t f . iAautt.:�Af A trEt ` :M ...�.fi:.- . �..._ �.� Af •-•-M! °' AtfEA MauAf Ittt I.U. _"_>;•, - �.LI. H =_., tuAiAtt tlt.t :. xiE.6i�ound.�- ff. Af 4tA ae�Al pAaMM �t .; b sit. 4kand #AItA tltl?�••`=0" }...,.:, I+AmM CALL._.• " -� - lAuflf If.NH ►tA t• ttiffgA ;Pt.#Olt tt lftLb IAtNtiNIMAN Q WU tAii;Nl , .. aN IAMPL4 t� t t AtuAM INELWAA�OIS Ai'et�t= tit. ffea AS. Ittt W. Aft. t 1►eeet eN ttu a�tN +iAtt+ti ltAat f=I ftattR=tt1. Jopsoil Brown medium fine sand �.. 2jD Id A 7.0 LOX. ' •—r" � •Ail ..,«.. �� :�*� :sip •-� 4,j-, .;,.... .�..., ... ...ter: ... .M.. - YiMa .JIV. ..ill..! l�N.i � h. •>./ -.3.M ,..♦ • ..'....4_Ii !% i> •.jam•MS w/i +W.. rll.. � NN w.rjiuM.If/. ....•.�. �V µy.t..w.. L•rLY w/ r•. r ',./.+. - iwv .s.riJ•-.: .a le..n ..p.._.....n....rr...•i.•'•.,w. ..:. .v'.. ' •�� lAnuAl lutEA!! f8�--•:«�Iff. Vito '•HIM _ fNtN••�.�.iEAliMt id-W-��-�� NdLt:�,Ntl. .C—i 111Ai rl+ ��atas elleAte EI�If. Ai.AtHA 1i0tdUellluAlle HIM . �• dtt�ffifllYttlA t�i1 la�et lalutrraAll Ulfrttil lilt 11A�ltf•!�W/N�.0. •.v. __. ...�. .-... .. -.- ;�.. .. .• ...' :.._.. . -.- �wt.Mwl.+I•'..4s.<1+v..w.• •,,,y„_A..✓... ...M..w.wrw ., .ter+:•+ .r...«:..._+.' . .s •wt.+.w.....•wa%.•..+..k:• s00ttatt" Drive_ LL �j. �r[.]� •;r M. • <JV a.tlw•I••i..1"..•Iw.•.L�M+.... {��.r _ `�'.1 =s•!a l+.rid.Y•vl..•r.i • i. M iI/M a.i� . • '« -tRtOlt AOJttt �. .r ..,.R....... »....,. •;t.•.y�. ��': �W.y�:..,. .1.4•... ..+..Ate' t O LOC t10N Sui 1�v Av�� Outh W idso� �__-..�,�...._ .r lYw.tw.aK+r s..IK-. •N . ;. . ._.' . ��CAt tAR. sa�IN� ttl{�u+l b&t$wl. 8 «b{u ,.S 8 89,•... 1A8U!!a 1ARA bf1 #vttisitE #tfE MA=s s-_SS.�� f r Alf(A�j� � � 'fit ,..�:. Iit: Afr_=� ' AEtEA s� -..,,i+gul! N�wut�t 1t�1. -.. __.._.... .. _� •.,....... .v.. .. 11ue �ItNtfi�lAHIN of Sul, MINA t�ta�tt Matt Eta t• ttiA1{ 1 WAIM tl{t 6R lAptttR �ttlf��} ANAt t11E4t8UbA;lbf1 Ii o� Nt, tf1! ttN. Atl. fiElA IfaAtf !N lUAt42 Got l .CM Nt It�tN - «A1A iAttN�itAtH IN �il1{tt1. .r .a+�s grd h medici-&fine said .re f:i� A•i-a � t .�.... .+tie+••..../-1.. �r� vr• i.l. ...W--V•-. •r:1.M.w Aw -.�V �.V.. w...•!:•. •}.V(.1f: .Yi.•W.IA! 1}A RL Y' r Y...•::.:» w.y i�...Vii..•I a .:Yr.^:...t + E�liNi tatty -�.w t HIM 0tr..,�.it t�euxs lvt��tt:fay.-E-�t•��tl. : gftt�-..:.._:.; ._ ' ;ISAt. � ` Mf f��lnl1 ��`�t Ee�ti ' �LNt ��.Ad1tA�^:�. �Mi•�N�1ltuAitt- ititBN . �• 1f�fYNlilftllitl Itll Ion lFtdigt�ll <��.�C��pE'iNf ': ate IU-11648 A.A. �.._.�_w,. .:..a ,.....�...s. .......... 1 / G�t�#!ram-}��i--•------�,t...�.� :••-:, t �t3�.� {��.'' +.,. - tMi e : 'AoJcct •Ma it MCI a .�....... :. ..�. �.>.s. art cc tic" �i Wiridslot T :M � �_ b�&M., B/Bg:brss '�.sJ .:~ tAliN� tAq►t.11l GV11G ■ww. 1AeuAi VIIA a ft#IfAtldRf tfFe 3 ...:l.ri..w . iu#iAEE 1Lt4Xjfi}•rrrytivi•-..._..:._ o ►Nbb#! tilt ! • IA1it.r RRatlpf VAtt# t1.#�f�•.r. -�.w. .•'- " 6UA1 NAYgtA #Att lltitllt . ~ ilBAt to t= ttiA1 / IfAM fttla IStNt1HEA�ibN of l81h. EAIJNI - bN 11M/l!A }kft RtgtRA1 tNN..MARJ611 Rti ttert! Ott tN dN ! btftq gclq IAHA&RAMS lit AebRt ttl. ►cN Mb. ttPl 1t11. Ail. �,1et IieAEE eN tuftl _ ,.... reef o.5 T .rA' WSA: µ 7.0 1 t3ro+rkt fine-coa $o- sand A..! i .. ..Y.3. .:='ar " .-.<-,.. ;�� -.�=ice .'...' 3 •" � _ . F..r..:,r.. •/.S/.: sae ae+: +�'•- ._�= — rYC•1•{.+V� 7X '. Tirf- �-.".ii . ......e..+t••�.s•.{'.1A.. .�� ' =!Al1Ni foil 19A1#tt. f6 0.f i lAf' �1 11At1 ;�' ('1l6AH E1M ALIQ41 oft YN61ltuAtU .. «r.�.•{r.wru`• r� . rwu& Isitilti�tlf! glN.lMl flit '-too {Qj��a(}1]�s�}{�vivo ��t�,tili�� w.J.••a.N 2••!1}!•trt- yk—S• .M1.(ti-4r _ Cy HOL941L '+tiQ C 0 - Vie,,.,•,,.'.":�"�':i:,` ;: _.�:_,•.�'.Y fAOJttf kQ. -- •..- :. :_,. .. � "b1111ilA . .:..:...rt_...:nt..: VIA.. WIGOC tic" _ Sulliv i J11,46 Wh Uthdso'; � A ANt< ! llNt .8g•� 11; . 8 b tu. 189�•� fhlaftee ttAftA eAltArt►tteM! ttFt w� � ni r . AMA f1auAl • lift 1.8: ,.2�a.. L-�L8"� L:. �ut►i��t tt.N If -'� 1 _ p>tuatA eft. lh„ fit rlauaa M�ttA tkta►a.:_».�.�. !�f ......._-�1! Af�fA w •ttduA! NAt�utA../Atl. - � " : .. - ,,....._'.>.•..._ ._...:...-- - - �• iAUFU. iLe+�A ft# t• OAfl�/ ltilAtA FIRS tatNttilEkNbq at Ibit: At tNANIt � IffIt EtM. Att 6M IANf�lA tt1+ pAAkl INtI.E6l,AA�lbib iFMb . bbt Ia! 1f6Alt all tUM: � �f_ _ etFtN AAIi! MAftAiItAYA 111 AIEA�ftA. Sol ... i) t�r".:fine-coarse sand <J y 2) Bred fine-coarse sand .�... t 6H ;• - -~ '16:0 3 BrdM fine-coarse r^: �r -• =1. -=s= 20 pp. Q Grayclayey-'silt trace fine sand E40.g4 Jiaifl•. 2 ri.t4•.:a'r Ad q.at..../.•' .� _ ..y .�.. Y�.Y.�wa. .Jvw.. •A�� f ri"G.i_1'•ni: 1 n'S•.i• y._y.•.`� yam, M .N{.�' .M Z`_'...�ir 1 I.aM .r .Lu-..•..t •..• ...:�.:wf r .Ma•-...• - '•- iABtlltN �tl�1ilt'�taifl. -�...blEl�„r..... .filllti 1, iNfti�•�'-.. ta •-.w . #1moo EleeAtti #1►it >l►ltbitA.: • bEtYAbtliaAltt ItltbN Yli YYAlIItillli U11 ►a!►d '.'. 4M1u1M�AlL ' vi vikk lilt H&WAig fi t�tk,�, it t �� trx�� .�.. �4 Ntit_� its - -: lad It�totti, futktt ,r. Na. f RIC>etROJttf 1 AMC attic t lac WN �u111varl Ayo. WO Nitidsot-, tt _._ ..,... .. MIN4 RcttruR toec blu ff, g g 8� -bsu N.A- 8 89-.. tlIbUAE fAftA 61HAV11MR1 ttlt =�`—� �'... IuAtAEk tlk� Af` ;ti =kfttA 114uA1 • Utt IA tit IAauae (001A tlk�•• atumiA �+ �t�=tk AfilA st: .,YBU#1 NAYutli.tktl. • �WVS ...:. .«. ...... ...•.._...._......:.,. • - t{ •� ttttit iltNtlfllkti6A 6t 1111: iAU►tt 1ta+1 RA N - NtAI i 1pkpet EAlIN/ ,.,�..,:. ...x.. ..-.. - -• aN ittA t�+t lAp AfukAA! i11E1.Eo1.�At Lail ii WillItei!• retitN Ft it. tfl $icN YA#tA,iltul tti tBEA.itl. rtA is. if t ttw. AM iet iiakt_Etall futil Nt�t ioet 0.5 TODSOt1. o ..• 1� � 1 fim-warse saM ~, 2� tktw fine-toarse sand tdo ti • 5rd�h fine-coarse sand 1•- - Gr#mity fine Land .4 Gr# MAY fine sand trace clay _y ABA l•x .ir,... Ad- Is .�*r s.•_wf. 6Elliot !s IRa �b.iuAIIt Vill '• '� tt�it t�tlaitA ��16�#Iit�Aiti illtaA t t%�''......�a.aauua• u.a •«�a• Lulh1Y�1�1 iRRi 7YaS.ilkA Mate ul-�-M , its�� ,j` cuts�i� ,._iti a ti---- - ..�.�.. / N6L ' .Ye. tAoUct Na Y .. �.��ti .`. • i- � LlU eN.Va.wr•.ir'aa./1i.'e..`.Y.s.•W.iI o» - � - •!•!• yes ILUA V ,..Y�.,•. : ... ....' ..- � Offttt� ',. Sulliva�t.Av . twth Windsor Ct M ~= c►fIN! iApfltA GaAt• AA. bm $ MbOA tit- 1#bUII!`=A#ttA:alltAdAttAMt tt#t .��11 ==5�-fA , : Iona ttEv�Xifit•r�xxl.--•-- „ ice'_ . :..z • 1 A:�t ....., 1� 11t AAAUMt iiAttA tMl�'•�ia'-•••..•.a... Af.,_. NAMOU NAMA:.FALL. _.... . ..�. Nullttt - Nttb 11tpt1ilE1it16N d1 tltt.• a<A11Mf �Awt t 1laA64 i FtA !• tbAtN/ ftA1►t� ' Ale*i. _ ..et/tgHlaft 6t►tN �a;/N 11AttAiltA+l! iA AtlRittl. NA. till M. All. let l/eAtE ea fulE) d _ �- � :aw,.a. ••,..ate_ — • .. .. - r 40 tiM triedit�11�-Ct Sam 2) Brow�t medittit-tine sand 11� - ��. -0 --ZL. - 3) GYAy tit* MAY sand 20:00 4 slit tt•ace of sand Id — _ _ hh `'«•-sue a �1 •^' .��.L .•... -r' _ 1 � •1.rN arJ• �7 -:saw.. WrC•• •.r,Iaa. �w: rtw. ••'.� '.,.\:. t .wA•Y4.Y4• � �. Y„ Y . .'.r-�r.. •. .f♦....aS..{.'is.wwi r+• ':.l.. .is NN F ,..... ..:. mull it6gt;--::. wi1#1�t8`'•_ - lta4At� lt.flt AeAuItA ..:. 1l��Ylt3ilfu#iti IlifeM �ultlulAllteius kill latlt tilt uflih WIN), m4avo .. clitxt�: �x, H6U Rd. .y.. �••�� r.. i "sr t'AOJtCt N0. 's ;?. •...+.-_ w.w •rim . 'bait z • orrtct • Sao ttaAtui - tI Wfitk50I" tA.MlI.NA tAWrltA tCAt AAA. tw IASVkI NAIJA eiitAattlbMl wt �-ss "AIAabnAl: 1ltt te. .�� 'Att: ttfit NtpptA 4t. :Y�,•-�»1 iAbU41 wAttA lLt1>< At— kAklltA.fA�l Iles! OtA 1' NsA1g1 ttAAt� FIRS IltktillU116A et IIIIU eb IAp►ltA �Rt1�,t tNANtt AIIALAR1 INtl.M6AMIll At • "'"'"' •(N,i+H. ltFtN bAlN ilAttA�ittNl i,I A/tAa tti. A e�t A/. 4Mt all. Ate. . /et IMAtt all teAtf - f - .0.5 T it �.'�� ram+ ..u.ab'•! - w f . .�.... 7,0 i gn*n f:ihe sand trace silt E.o.ga ••�„ ..ew,. yam• ..t. •tom, �w =— s - '�2:� � �...�.. � Al_ _•hA»� r. • NA • ram• __.w... MM .. .w r•. �•�. wiV. 4•M1_ _UAL •f.•r:. V-��. �...�mot. �� ....1.... •• 4 A .w a y•ar: •• �$ ._• .,� =-;: � ': �='� rrK . L .v ,R Etltll ib• ,f A NtllE kd._ D-f IAQYAt ltlAllt fbr.�, ItN blte,-,. �.till Nt 11IAt. Ailllgtl 11HAti ��Ett ..•'A�AdItA b1�tbN111tuA1li fill" • ,..rd6iira.A:rAAAA''::aita-rutNa LM4a�N�t\l �1�AML-•,tilt - a rti ti r Ilia 161M PdWaig 1GJ•• M, 1,{l.t {r��R��y t2. 1h4{{if��•e t t ..`..r W s �IVU Ild. .•l 40 t Ratm t)fivd iaci a� •�� . fAOJtet N0. _ is CIO OC tiON L { lA(�II�Mt lANfltA taAE tAA•• $I10I89.b►rs h-L 8/10I89• LAedlle -101A 6111AaIOW tot '= ._ eona tur At 5,�� .At UA Muki flit Il- 11 MA NI: f«_w• .....t a elt. jAbuke *AttA 1:-" if11A NANYtA FILL,,... ..__-..- lAu►lt ON 1AaEttA• tf�l►j/ ltAM PALS 16tNtIFltifthl e/ HIL. r:Allae Ft}}++L tNAA/t ANAW 10L OU3AiLlie li 6j6Nf. Ae; ItKI 11N. Att. 0"M I1601 eN tultl �M�It! !t►tN %AlN +AAttAs ftAWi Ifl AftAs tit. -- •�-. sot t wYY•_ —rL• — t 8rdA1 fine-coarse 'sand 10.0 .�. �• _.._ Y 2, grdda fiediud-i`ine send Gray dY clAk silt .�•. : ••� ��. ..._ Y and silt ' uu fir..:,... .3"'•' .'..... ,.� WMM 4 Grad vwNV d clay _.•J•S. '�� r ar.. .14ii Y'.• �'� A•�w • W !`..fT.. � •r ram'/. -• •t. •KM. .tA 1 •.t... IilXL ^` •�� j yr f •./• •�1. `� Ad •w - M •.. .e ..-._r.•• mow'/. .r.�..Yt^ • �.. r N S /t. r•S.Y..Va d�te�...w.:r.�_EAt�lll �,tNtw•.._.�w�'AlIM� te- ,.A'� IA6uA1 te, `t •1 1t1A}•_ N� M1latb HIM URI POW AtAdItA dl�tYNll!#uAtl1 • - •�e�dlle�ita�1ti=tuL a<atl�-- _l�kta�N�iLL _ _ iIi MA11E itit ._•-_. __ _ f 6641am 1616611.N• _ i rVrl r Y�I Nr.Nu••.M!_.._I _M V, fIbLL Na.: •tom •-- loo f a." viva Cutfafl t; INC r► tReact NO- STATION orris l t TICK tui 1 im ave. Atli 411txdLsorCt . tI11w! lAlt�ltA tCAt Mil. / 0/ /-bJAE�yt,.� tABuk!! AttA /t1tAVA1ieA1 ttft —i3SA—� S n c�� Mr•r • �YIC'tli\Il 11 sl At•�:,.;.' Alf EA;."NeuA1 . tilt 1.6 1 L...btt•..i 1AeUAb +AMA kUV.v NAWA F�: , . Atc.--� Alf `.• pAlfutA FAIL.. .: •.. . ltAAtA stele IbtNtIE1EAt1eK e� 1bltl ZAtIAi IAYFLt ile+►! FtA 1' tfiAi l tNAwlt ell IAUPILIA t AtuAAAI t tI.t M11 44 11i 1f Fee ! bs ftFt ItA, Aee, etrta 0GAtE ew tultt N, 1tFtN wA1N MAttAiltAal Itl A1tRitfi. �.. 0.5 T i1 Jaz 7.0 grd�n �n2-coarse sa11d .qy ......i. Pry•• Nfr.- �..• . So .!,•�w.. -ice_ �Z� S•i•.ter_ a.f•• �i•_ ..•I i. J .ir.Y t. �• •.J•�.r•. :1 .k..•....... ....._� •... Nola No...O- �tl lgAl�lt tb itl. •dltb �:•'•lAUN/� •.1. tNtN-.:�_ '!Al�NI tb._� �Ft: .. ' N11#lkti ;: (!!eA#A t�Mt •N w0tA 0t11k1itHMlt1. 11114k , 11IAt .i.� �►.�r�u��ufta�-lu� aHsaa 1i•tutl��►ll a__:41 illifl__ft-Le • - -• ._ .__ _ - _ - LA Nat&3a1s UAW, flee. :.t . cuEKtl �►�� 't ' �„ � 16U Na.L a-lo 1w RAW bt�iv� • .� pAouct M0. c I NAME oil A-bAILUR • µ•"""'• Off tT tl ON Ot . ca -4 . r.KruR toRt GAR. 8/10/89.baft�iL 8/10 Y 1 . b �e�W�u s:_._.. /A6U1lA wkttA t. At �. AttEA �qdu#! i lift Lb. Ilt. #Aquae *AHA At-.:.....: � ... aAHwtA IAtI..i... - ..... iAultt IteeiAglllA• t1A141 itWk 11t1e IltptllilAtllN /1 lift: lAlipl F tNAN/t At11AAA1 Iaii.lel3Ai_till 41' It6A! ��let eN ! �N1ti /t1'tN iAtN wAttAt ItA1i1 111 A/fR�ttl. a�• III: It►t 110. Ate. IIeAlt INtu/tl �:_._.w '..,• sot y - Y--- ww•' , `. 1� grd�M fine-coarse s8M .. 10.0,r•.►. ...:'•.+ram �a• ..�.� �_ �. _.._ : •_ - _. 2� gr� �diut�-1�I,e s��►d 2z- S _10L 3) gray cl,yW 'silt i �- .,.GV •_.:{t ...y+f. � •�r� -ter• •••• ••� ,.2100 4 Gray V&Ned clay aid silt _�. .• .n SI VYh . Aim . 1 <.i'/. Mom. Ywf -�•--�� ` .i....r...r.rfi 4 r•vw:.•r � ` �..... .�.. ......, .:_.... wy .• µlAllNe tea ►� Ndt.E• Nc�. tilts lAtiM1 tat{I•..:�'�+ _ - /tbAf.: : lr1EAlal6 ' WHO POW =' e(�iltltaNtullltl irlte+l ' ' :` III Illae{iiiklit lilt tact# f.tf-4j"'LL i1i+►#at tiff ` � .• - sN��f�rZ.:.b��1. mi--tah WIN, ROLE ltxi f1�1 U. �YC Mr•_ .f�-LM�r1LAIi vf. �utt �} �l • _ �v�t.A� U1 1 Cij .. .:. ......�. ...w.: _ .w... ,...: ... tAllNb IAN�Lt .. ,.toAt IAA. � �9 ...b&u r1A6dAA MARA dllEAttttea! trt'tWA t Alf MUA! • litt Le. ,C.?.l"•=s . 1_3!5" 1 c::: N HOWtll�t NAMMtA t c-.. ,.�.. MOJh, 11t lacteal 4111A N.l �-,..._...... > - Af�: KAwAtA .fAtl. ..� -..�•. �:... t•... ...» ..... fAuftt, IlBR! ItR to amX t6lNtfllEA}teN .6i 111t.: IAk#LtA t AtuAAal F 1ptL.Eal13A�t 111 if ILdA! ttE! REM. Alt. bt'tN IibAtE 6K iu1N d btffN lAIA �A1tR1 itAlif Ip abtaa Ifi. tie ps. tL 66t ..."'.' L d- � i. �- =�- 1 61-ow�i fine-cbai-sesar�id thW fine-coarse •sand 3) crAy Silty fine tad 5� 1,0 16 _ • - _20.0. 41 Same as 13 �+� _i+ w['L ..yam ;� y4.�Y ��— {�!{.•.•• ry 1 t..i ' - iW.4N yv Y'•A rt . .. Y.. - - . dA IAdeNI !@61AE! taLss:�,ftl. aits..._.�'�::;:IA.lIN1�� tNlN�......—�lAlIA! ib•..,.,.,...�k ' NtiR} NtN�ltltb Mail Mutt I�LAdltll ' b1�1YN�ilfdi11t1 iI1t/N '• • ..a..ii.r...ra..• �.:�-�-�IfE�'- l�L1uM�\11 MIYIYI O.T''U'!tWPi�.�i qVf_ 4r•'r•.. -•.. -•w.a ri\•�.+.aYYwy- ✓•«f.:,w:»•flN.•.V ws•_u- Mat�r��1� 116!!' NB.1-j- .too R'm bM0 . A C 1 Fr+r::':"i r".+ �'". ...: .+r...«.«tea.•.•-. �_ e�rict ••*~ . .. . .. 5u11IvN mutt �...Co1►ef A 11 A,5 .. �cW� /g/89�btt� i1.$L$L$�:=: kAdUAiAtkA lSNtlIrAl�eM{ ttlk -.fiS •a �:,-..._r r_- AMA 401A 11.ka,� l -�Nebk! • t It 16. ut iAebgs !W?.IeAYviM11..a.. NAaaEA 1{f �..;.,-.,•fFa At• I OUR NAuIlt# FAIL ._, .__ tAAt A ��l�e tetatlilEAt�e+t bt lIll: to{Iql f_Adflt {left 1t11 A 0111R1 1pANIt HOLM INtL WAA41.ai1 0 AleJf! 6tFtu 8N {AaF�tA ;� ,� jou AAtp VA{tAattAa/ IA IIAtI4011. X reef. A!!. � 1eR (ieAEE dN tobt) tN� 4 .�..f ......., .:._f..,.:�a- w w4 t •T .J.r M,1,.•. .�y�y. ..•if — • =�F� .+.+\+r ...F3. .e• tom.— � . .� 7.0 �•d�li f�ise-coarsesarxi LSL J15 �•w .✓•pNi fh Iwrn r J.a... M� .itl .,,,.,f,�f. •�..:, .:.-.. .,.._ �tAillil, v�,tWtM �'vtAl�Ni• te• f� NBIE Hd. E-. IA89AI HAMI 1e,i...:r.,lt, date--. �.. + , ,..-..f_... ' i�lAi M11Algl1 WWI ►litf AtAb1t# r 1fl�iYi16111bA1.li IIItbN ..•i...r.a.�aaaa";;�..�--a.�i•aa ' � t�tN�raL11 • �1rA�1.4l11 ----.:.._.... _ _...._ ..._ . . ��i 11tf•l ibrbd A.�. - - _. _ . ---. ..._................ ••w• II � I r Ma• ti:A.w R,.4+' �yf.•.yf/a•.4-ra Ny w+-ri_ rr•••r a+a Maw in too WIN # wel ��,...�. �.:�..�.. , 116LE ua..� = too gatrz wivd tlitltil�: � ' -,..a ...•-.w:.rja.r. -r.•rY-«Lr's...rr.T•"`' 1 N[ ^�• •.,• ...... tAOJttf N0. fA OA ac tic" 1L SulliitaQl Ate. th Wltids* tf • tA1iM! lANtttR~ Jto"t AAA. bm Au 8 �,�, �g .•- .1AduAe JAItA eiltAVillaki WI , „ ,� luAlitt Rif i:.hilik --�•-K 08UAI • lilt 1.6. ==s ($ems l At>✓.-� NAuatA At .=-�.e.• ' � �n�= sit IAeUAIi 411EI h.l .a...,.... ...•- - At-.: ,: AF1IA F,a• . pAltutA..#ALL • it Ail Fttte titatllIEA11iu et lilt: _AU i A.— lib*! Fill i Nto U111/t t1A JAUMA. �k11JJ++�} AfpAAAi 1Ntt.EelbA�titi it ItkR1 MA. IfFt �lA. A!!. tef: IIbAlt bpi ftiltI •fititif• /tFfR �A1q aA!!A=itAtii t� AilA+t4l. -• 0,5- t) Bro h fine-coarse sand 2) gm* fine-toai-se sand Gray silty fine sand 20.0 4 Gray silty fine sand trace clay SS—L6- JO _ ..Y: �• .LY .lw M:W 4 .aY•••J1 =iaftY •..Ir •. i.. 41 .r1li�:..' I.I. .. .a•• � ••N .. ....'. + Aa :�_ :a._ : s �_lAlllll tNtl1�"' btAli+l� to. .,. .ft woc.� lan. t— /A1uNa4lulFA#! tez..J.:,�,Ft,. - uttA•--�..� � :.,.:.. 1�lAi V11UR ` lltbAte �lilf Ai>lUlt� d�laltlllidAitl Nitl+l raaAuh@aa"AAAi � /r�' 1.W M� •.%♦ • •. .rr a.J.rr,..M•lR.a•I �'}4{i�•..kN .r aM:Y d�T llti�lb►td V. ..•...S:+w• .M.\i Yw..�..F.N,.i j { Matt Ais Wingi tncl` ., �utAlty._••ha x. :.. .✓... 111JU 14d. = /-'— to � MOJtcf-Na IMt C14 YV�:yA .�•_.. _ .4e. .—. M...rfw. j' .-wr ww4..\gin r`•'.•-•• '• �O aft_ .;a .4rni•:i.!•- i__ - - •.�• tIN_•.- :.11N'• ....'M.v.YR Mw,_! s.tv r�• Otr�� - • at'w•,iM_• Q Let tl N � _ •• _o .: . Suiiiv Av g l Ott�tt Nttidsoh� n� ~ etllNt f�WruR 4 'tR,Rt^ ^• .$ •. 89..—Uu hL-8 it.89 / UKI NARA -:= -- �?#"_� L-.3L�"� ..�. tuttAtE turf�ti�}.rr•r,rr�l...:a.�.-.,. �.�!#IA MUAI r tl • fill IA "` �" - Af_ f Y 140_lul-. u+ IAeual 1#tA gbUAl g1uMlA �t r-- ;.. A f i t 1�►a►ct_ 1ie111 t►t# i• thAtp 1 JtWk fltttl 18 01111#1811 el. 18 U fAlIN/ ,1l1. ...•: - e11 IAttlltA ��t�+�t� WIWI 1461—HUNLAts er K et►1N 116Ati &AtUitl ' ltffN ►IN riAltlli ItApi {A Atlei tie. e . i111. Atl. � 1at 60 T i1 _:... i Brddh fine-coarse sand #�� .~.'. .�. .a—j• _t ...✓. :�Y � gr�dWti fine-coarse sand ..2�. ..SS s5 4n�• —- • 3) &Vgn f i ne-coarse sand 20.0 ,4 Graty silt trace of sand J^ .J• CM —• '.. 1rN• ' f .r.I,•.'.t1Ai• �-r N'y,.- "1"') .: ...r.is• ems.v.•` :• ' � _ •..R." ♦ � � •� ..�%• q•nr:�.y a-a.-w: —.v..w.rr�. .w....a: .:•�,-`.;...r o-. .....y....... .. NV��_ ��{{ �d � � �i.tllitN . #atil -+8Al1Mi� fA ;t{!# litlgtl lit8At1 ltflt lll.AOO tl�ttlN61i#dAlti �1!#ftl • _ ..J.Nl.........Jf. .N::: rlct�u�4i/i alai t1{t I�ti•f Ilu6A�.0. Y.+r++ .:+..w-..•. ...,.-.+...w..JM:•.-iwa.+ i Ma#��19 t�S��ltgl.it�i . . .�:� �. Y ,.. •t `116Llt !la.�. •.:..�� • its d #i t �Vl' futltti,,�A _ iNt ►IlO�tCi N0. «��« ,,,,•w. .•vs' 0 LOC f1oN JWu1 ��y - ettth� AaruR•_J coat AAA. �&U p`a$/1 og—, UIVICIARA flit NOW Rif At 43 . Alf[A :. Mb1f • fill I.e:. s=`, "" 'fir' NAQMtA Mt. r--•.�:..� • a4(l lf�s, �It /I8UN8 V1t11A llK.».�...:,.......Y.-.,.-.. 1f, A}ll1 C :NBUA! g1mmiA fILL . - ... .. :�....._ lAgftt ILO#Ott 4•: HAIJ �N4NIt tltl!< IItN}IilEl#IIN li fill: MINI ....• eN.l �Nxaff �tttN At41AAA1 (uEL.tatAA;lbii ii ALeal et1tN I/eAeE ew tutll -( SWA OARA4 HAMI IA AItN;t11Y Rk tsa. �t�f �t>t. Atl. /aR - •MI•Y•_r.•4r . teat 0.5 • ,T soil~_ ... ,1• ��.. r1.:!� �� .•..r•. '•'..tea.i• - w i1Y.hC• Y•'• f.0 Bra tine-coarse sand i.• .Y• Jr •.r••r M.• :.Ja .i Mom:+.. w.1•. •"�i. .. . P•1 qe ,,,.ate ,z,c: ,� �••-� �J�- .... •wt j.Y+- stiff _ z..- .�� •.. WSv it•�• '.ram - • t ' • �..r• N.r�. -YY 41• 'f•F Jw.. ' .w:A•r.u- •.tea. �•Y .« -ari+i:.N.,..s.r.:r.p bllfJ •.�r•��lfflAI �alA►Zjj=j II faL""'"Y;4 • 1AadAI lIIAlIlt• tell. '� iIkllIiUAll1 ' lr'f NI�tlMtlzi;°'toIIAll EIII� At�u�lt� '� 4 s ;�_ } +�r`4,tiat�r.uttru:ut�uJ► OYSi�,il = IMlata�tl►iw �^1!_i1111. j •/•Hr..•yrM-fwF Y.M!Y•fYiF••I r.t.. •'y'•' '}Bite;,1U.,(aim e.g.' -.... ..�. . _ A!1tL�fi--,tr�e�,R� }�tE{�.J�.�•�.�•�',(�yn��r�ii�� tfi�r `.�- tt1tA!l.:�� . . � 1lbl� ll�.. • . ' --b •-'•iAM.��i a•d LtNY�2' lY�-�- Nr� INC a ooft , F .• tco�tcr Na y�J 1i M• - . A of IL ... :.• •t � OC iloN � • .. . . �u11ty• .Avg, Nirldso�- ... ._� =:..Y.......:.._._:.. ..----- . teat;; stcutt tN cost AAA. tqu�. 8 10 89_btlt t18 10 89 .. tABtl e:llAttA b11lAV10811l ?fin�.y a NOW Rif Att =.AtfIR �UAI • Iltt Ifb. V 1- r� ...., NOW 140 1 c7 fit- NOW 1Aeeaf w1�1tk #t#4.�.tiw told tftNtINEAHAN Si ifl! .�. . fAuflt,q it. if RA NMI RAmUtA #ALL— ItbN RA Kill ttlAt f lN�NIt tAlINI •� •- •_ • •• t!N 1AW►ltA it}'� AtWAARI lNta.EBIAA4 lflt At `. f{}# W. Atl. btlfw (teA!_t�fw to/tf ��F. i,tHN WN NOthl Will to A+ j 04. Brdrh 1`ine-coarse sand :o. Y.W► r{sa w Jam- .M... ---� !4 1. f-•IY-/l•.v: • ti M'• .f.•. .t sIr• •{•. if • t I� - k:r.• ..i:.r!an •„y�••nrw. 1fw •• � r.{N.i• 1 •••i•- V3:A; f.'!•mot •IV � �+ �ii- 'V.•.• •}ti.{IM � .�.�h,V �{i..'-h••Y Y=Ii:�. ,. �d .,.•...• :.,... :�..�. E- IAbdN1 lulflti t�bfla gill......:.:. •lAUKI :t iq!llJ-r-- ' .• `'=�• .. • AtAd11A `�.:�icitl�i111fbA111 ..lIIIaN : '• t J1 otlNti ' to OAH 1�►It .=. il1At • - a._..-..•a.Ja•••' a•:. •«u.- ,�•�.w••i�Ul 'r1 MdL1_ AkAL. .. - �ii�"•i.:•,}}:,''lw• • ..wL:.n..�r.Mw:w+.• M•w..I•.......:r.w...w'..w.vKl..r•....•...... 1 �610A IU-1 ,•,:. ��j�•-' �� _[y�• : fti�'�::� ;:.. �,f'•- �.;�;:..,�,•,,;:' . 01.E Nr� '..Yt„:.? •�17��f vr+.r. e.+►' H• V.�. n•�' v ' •"•� .r ,.�s.R.o INCr � i �IYIOlCt M0.{ . at loan St1113v�i1.AvtN W�ndssol� .... �.,.... __... : 1 .. ... talon* t�urlto toAt ttA. b&&m_94D,ajtuOL hMA4tit :BlltAattlalr! ltlt .-USA -� 'SS' L.. ...'.: 1AeuRe :. MAU tt.tf to"t:r�R� - :�•�1tEE ►�eut� • iltt� I e. ��.. �. ... 14aJh.Aaot IAeuae o1�AlEA tl./1>: •..._�.-.- "� `� IAaftt • its♦1 ►tA 4' OA11{I ItAAtA title I/tR11101144 el WL f+t eN IAa►ltA WAN�t�tt1 OLN SAttA4 ttH 1 id 64 1 it1. AltRRRI MI• li►I ►l�I. All. 1et 11aAtt eM tutu /t1`t� _ - /OOt. Sol s.}•Y.]. V +,.mow {•�••,��• ��_ - •\•.ywl.•. .mow a� iii3� l3{t+4tf • � '. 4rl•. r1u•1 j ' e y..►a .r... <:' 1 Bros. F arse S� 1 �VYY�� 1 i1�-.�W J�. Itf• _ems Y 4 - .. . grr�wn fineJAIL -coarse sand ..: _•. f..,r. trace cl •'" 'J�• _ /`� _— A., 3j Gray si1�j+ dine sand aY —4 -- ; �. 20 00 Q Gra silty tine Sand trace clay to ....:..y ' "i` �,� --err•- •r�r Y°` i.•.J `� .•...•.µv .SMu �� -- 'ire: .Y. •..• .• r ••. - r,y„ l f wi.. •o «� N4• Mir4•vL• JYw. <rIr• . Y v ww••-. •. r J gyp i\i.Li �W�•Ji =�� Lk a.it•:/•L Ya.. w.'�'�- '+e�� "..'r `1Ay w..•wr..:r .si.ii.. wrr. '•. �.r+� •.nb._Y:: i�%��.�. i'13.r'3'1.L e""'.:r.• _:L..-. .....-. :a...r...'.{`>. ..•..:�i--•rL"•'' �{� :.s{rtr c:.ti. .{,.;,,; •+►i:c •,'a ;v- w:.s.•r. e IR64NO HOW �� iet�.:..rr..!.E�uNi ' IaEN.�-.__r=•'�t1111I ie�tf . ' 111Af t Y�illlNfl . Wilts Plitt ALA�ttt �EaVIlbllIUAM HIM #' riilNdlN�liti lktt.lutll lwtp�a�tll Vtii•IM lilt • M• .r'N'.7wIr Wr.iJ..+•w•✓arwi�•♦ rw�•Ywi%<MN✓.M.•M.ww.r.�•.^ M�tprialA'UttiH '"Intl `''_ _ . �tt��.. ;,...b�.•- ...�. ibb flAti�`N''��{iu��`(y : • �!il�tl�� :'~-.-,_�:�.� "i: Nf;Lt N�..,�.•._ �-i. •.. M��1�� Y�. V�'iVV �,. .,r,ty.sv_ y .a Vr.ffY14.N.i4`.a•ky.�r_�;. •.N`w t�.r♦,.r,.r.�'^' ter' '-.:......6}[f .*n'! - it tok It I k NAM cp 1 LtA aw1♦� ... y OC T ON �.. sul�ivan Am teeth i"dw, ct ruA Meo�c AA. fiat� R-29^btu�#LZL2 IMIS:0.1tA 511tA6106111 }t!! � ��,� .. Wit.-- �}Lam.- }EA;.�... t Mull Iltt 1.t. c?}"•,� c-� ,1 � �r HOW Lllf :�Y;}Gro Ind• RIMAill it �- . - fit. IA8UM8 M1�ItA LLlV. �-�-- it ftA HAautA ►>ll�. •u - �E .. lAdflt. heat ►tA t•< t�Alpe �tAAt� l it& fatwtl►1tt11111 it �IAI1., i 11111 ,�` _. �. . - eel 1►aKIA tl k tNlN�t �tgltA l (NtLtGL6Ay J4A At ' R NS. ffft M. W. 41"N 11601. eN taitl. M SON •AIN MAftAj RAMA IA Roilitl. a item tZlef: �. .-..�..::.�.:....��:. soil .•..,.—•=. Kee � �s ..Li.. tW Ate' L.1...Mw ..•� _ .•v._.... . � •........._.__�. _. . •L.IKwi��• .may i'_,,`�" .•a l.K•. Y+r_ .:3i �.r•r• :t: ♦•_ 7• < ._dArw 4-fi;\�; • L a• •�' „�-� �''� � ° � rr ., Brown mErdiuln fine sand Brown find sand 1510 ^r \ '4... ..•Y... as 3 GMY silty fine sand ii 5 dj Gray silt & clay , tog .<.<... .t.w. -. ' ".w..••!i ..b:•I� Mh%M � r •r..i..- .4.....:• .1y.J.. .J.• 7.r t. t . :.:.w• .•.ri s.sw .. '. i.-Ai..L. MN• ..tea �� .:. rr.:. - • ..:•.w �wasa ..•yn.In.t4i. w'vwL .- ..�+» •�., r..:�,•y• ynvr... 'rY!•<a•+ yttl._.-•... 4,4 1111A1 • tNtA-� .-•c!AlINI tb-^w -•!t 1 dlir.Ntl. 111M : 1��1at/ aa: ' MAH . 11FIf t A{t!<u{{i{{tR u�IynKll�f`uAltl :illfad: • ::...:t, sYS 4!Z 54{ '�;•. lit tillb11fdA1tt+.1ILL lutlit '.fKi111kir1�•L(f, '�11f1N1. fll.� y .�Oitiitia•l�W�B.6. . . .«. . .>[.....r..:-a.... sa«.ar:rc.•...«.r..•....u_rw.•.i-...•..:: w.._•+r.+.�.-Ma.....M.:.<.w...•... ... • xterielS te�tiflg+~in�i, . •� �Il��t-r/�.b�..L , . dtl RAW bi v� Eilth I. adway,. +t .:,�-.,...rr-.._.;., 1 1ldi.� Na:. 1 ii�ei:�j .fit b�4b0 ,� 1<ia.�ff•SL.-1f!!W.'.Yrffw.�-K�•• 'V,fi•�1M.4�.I•..1. .yi _ • .Gir'1•.♦ � 0(fftf hoc r1oN vas S6uth Wifldstie, tt }t. Sullivan A i - 611t t°RC 1AA. 8-29-89- �iAt 111 A � tiuSu;t�8.___�29.;.M.-bill-�'�:__. A}t!A hebAl • Itlt I.6, , 2�"�.� t.1-318p e_• ^ NOWtl.tf :�X3ti-.S T-blind r -- At ..• 1!. ..::.r:<, pit we hAaatA Mt r-r'-=�--, McUUb tiAtEA lllV.=....•.•Y.[.........,. At+= fit••-• AMA hltwiitA t1Ut.l _.r ._••...,. fs ..: - --• Title +IthtitilAtlSN tt INt.i _:,• ,:.e, iAMil t RW EtA i' t011igqi lNlN1! 11111gf eN 11kEltA t k AtuAAAi Oilil.tatAA�MI ii (� ttRAt NI• f11�! iZtN. A!1• WA tE ell tuitl � ►t. itffp ♦Alp tMAitUMA Itt Ait14M. 0.5 to soil I 1) Browh medium fine sand Id [ Z S_ w•,5. .0A. 7 T 9 2) Brown fihe sated 1� 3) Gray tilty clayey fihe sand Jr. 4— ' •.•Mrs W •i:+•r .>r�•••a -.l a•ei� ..'.✓r :.-.I 4) Gray silty clayey fine sand ' — 1.n- 4 - �— -_..-...,... a '�.• =tier. -"• _ 3 3 5j Gray silty clayey tine sand Ad- ..,�. ,.. ,. __ •• 6) Gray Silt% rdMY ._..,.: ..... _ ._.. . .. �) Gt'.a silt,&tlby. .SS 1,5 16 .3M. 3•a' .4.- 3. ' arl(t � «•:kc•[ �.2 � .r• .v ��v�•. r.: .a.- •.r.sn �,i..+� �.= :. .-. - _.. a`,� ;3 .•.iC"''�. - :s:•..•r .�rur :sl..f. .n... �•+..�:tit' --_--' •-�- -V•:. Ad •i.:•�11++ •a:+.•k _.`•4♦ •- -+1 YaWa:•. i-istKr•. .. ( {.'.1 ...' n•. F.Q_ .j `r ■{�y '.�., -v+..+:..i .,is•Y ['••l-+ .. H- l:-..:. ~ Ir('.^�tAIINI Zt� � F .�`;�.55 �V�{•�[\V•� fNadNl IulfAll ta: i-fi uite � :.,r..- .�_..-.:: .- ; f011011 . 11UAte +fit At MIA UAtffiNDNfu�il6 #lltbN :y btllt ..r, L1�b-!Itl�ld A.A. - .. '_ .......... ....:.�_. •w•....�....».r..,......,,.».........-... . ar•tis te�ttfi inr:f: stttt:t at~ t� 6 RAW oilv ' tut�tlRoadway-.seevic��,:uric,. ,.�. � , 4��z� ud.:� ' ll V{U; V 1 ��V �. �1a� 1+�.a�ai�rK!\r[-i- u•t+ _— �•��y `1/� AtlfaA - 811A OR - �' �� a.i Offttf lOc TIoK sulliv_aft n Am South Nind0h t 1 .} . • -• • NA ttM►LtA ooAt AAA. bAl SUA $'29^bjA�ri.•$�29'W AAsuk& 01ttA 61.106015ki tilt ►` �- " . , At ::.�1! �tt[A Mull • lift i . t3�"- •: ::.1=�14 `= -`tt - 110AA t tLH .Vxl •rrnund-- NAgqtA it. r--•• -, .l,b /AdUN/ r'1t1EA ELEV....._..•.. At ...:-�. lf,' pdUA! Ntwu1A itl� - lAu1Lt ILM ftA N fibAi 1 Wilk ML6 lAtptlORMAN 6f INL: eA IAi1► A q14 f t AEUA+rel IatL.tetbAj Lail It 6L6el ! #A. tMt W. AM bt Ii6Att eA tu1t1 , • etNa trAlq rf�►ItA+lEAti/ iN 11tA. a letv. 8) Gray silt & clay -41.5 4 9) Gray tilt & clay ,.,, -�• :,cam 10) Gray silt. & Eby EOB Owl 'M.i r.t. .yye_ ate•. •�..� � �-•. - � . .. ...-_ w\s. ..a. ESL _..v_.� .•+�i:, V- ♦N. �t1.. }Mid. �w a. .as.A.. • • • ' -.-.r a1 i.\ .. _i.w ..,•i +i�.- rim- ....+H.. _•••.- .`-'.S• = .. fMIN ._ �I<AI�N1 t/• •r� - •J i. .. ...1. ' 1l►A1 N11AlAtd IfIdAt1 11N# AtA111lA : a Ibw6KtuAiti !1lt4A vtldAeuleMlE i►ll IpElR ; fFINI Ui 1.1v it.�1lif . .; I'•Q+�(IEi•�,�IOV�.e.F- --=-_ - _ ..-�. ...'r.._��. .i «..w....rr'.«.....«.w•:.«�... w•ru....+•.:=r.•w..v.n.....•.. Mattrials tatillgl. Intl.� ' • tits W bAt6h byHvt •. tulm-Adadw..ay. fidU Nd.•-... 5 Ll«t `oMt C/0 114JtGt h10.{11 04. �n�Iu.tA . • w _ ..... . `°s`UNPAR Avis touth Nindsbr, Ct • .. t IeA! `N� A�wt4 toRt W. batSWI- 8._.�29;bLut'.t- 8/29 IAau�d #�tlA allfA� I ttEt � �•' ' �� O f[A Mull • AM 1.66 P 219:� ..1�3/Ba ,�•r - luARd Rif :f(�-Ground 1t AEttA NaUA! NAgMtA 4f. •«......�•.. . ` �b lIt IAbu41 �A1tR ltt11• ,.•.«. .. Y ....r, aAautA rau�.,. ..... _. fAu�tt ka�i rtA t• tOA144 ltAAfA Pula 16MI11 MIN 0 WU ttilpt '"•`N a# lAOltA f1 k INiNAt AtUMI INEURAAJOI At ►ee M. It#1 RA. Ate. (�Ak 110tt eN tutu � Wit" MN MAitA+/tA_pt IA AW1 if A. y.. ..� 0.5 Top soil Broth tmdiLM rind 'sand r4 .,5 6,5- 9. 9 10 :....• _..s_ 2) Browh ur-diLM coarse Sand 15 L= 3) Gray bmW Mit, 'sane dine sand ss, 1,5 1.0 16►5. 8. .6' 5 _ •�' _ -''' ci*Y silt.'"— ---- 21,5 • . 4) Gray brow LOB .r..•. :.4.. SS.,. 5 40 21.5. 4 3 3 la• t _4 Mew.i ..w.. z.� r ' .v.:y. ff.••y ..W ..tw4 . mow. ..•.>M._ Yl -.. , _ 4 , IAadkl IuAtAtt Yte =,rf�. ulta• J•!Allpi futN M.. '!AlINI to• 1� NnI.E Nn• � MAt *IlA111l� lltaAte Ilflt •AtAult� UFtuplfllUAifl 111bN '- ' vitmikkAill 1AU hilt fMtgWiLt OVIk! tilt FO{.a llti•1 I.el1A tl.d. aer... ..<r..:.:'..u.•. .a......•..•.. .. ,•. .;I.w, way»t .r.. •...w..... ...1. Matet&% fi�Sttflyl 1Ht;i: •. `Erb=j' ldd Kat an* dr�ty� . . �utMtlr �- dN y- rv3c�s,,irj ,..�..,......_. , 146U Rd., 5 MINH IN eto+� r eo�cer «o. t.0 Sul� « Av�a Louth N;hAV Ct • iv�fi wu w•..• 8jbt�1 IAeukb OftA 111106106111, tilt � ., a �� ci �rou d• A gEUAI - lift 18. � NOW Elt�f :��n -�w•• 1 b ul: tAtuae +Ailtl Isla 080kI 1xnF�t fled 1tA E• �A+ 1 Witt 1{tlt 11tatlHbfMN 0 11tt.i w w Mike e{I IAa9 1A t�}}�� ROM IptUMA� 1141 If IlRA1 Al. ,tit M1N. ALE. .� 1ek Ite�lE eM Ual R•!t. 6tftN %IIN MAitAalElp! IA'Albtaifl. greet iti. Aft. fart - ---r-- _ ��:.., .-�...- .,�.. � � --...M. :...... .�•� 1�0 1' soil • .grown cwse §and .e.,wr. s w . . . :.. . . 1p . 1.0 ..,. Mit; ' ...v.r•... •i.a,. yam•" �..ri•. ,�.•,Zza=r IMN sr - •y- ..i.r i.G. -•ft� •As•If., - it -•ram w�K 'ice •.%-. ..1 "W'. J.• .r..Y. r..w. � •r. 6s.�y- , ..a.t1 .<.�.•. •lw-r. .• NOL� II V• ubeA� tuAlllt 4bt.�-. Its. ble� .w.-�.v';tillAt It6N! . `` Nlltlglb} I !1laQtl Ilttt AtAe1tA t1EYNb1ltbAlti IIlt�N '•. MI I M�!{IINIiII� �t11 tutla :.s u4u�tle/t l. . -_11.1_Ylpl._1114 fa�i�liti�l-Ibis�.�. �_ ---.._:..�- •--. ._-. . M �__ -�,....,....... ....�..:.,....-........:... ... - Matbhi�ls �Etifigl 1f1Ce. ��adwa �rv.�cbS�,tt1c..:,, ; .. ,_...,1 - 0u RAW b* V9 tuthtl� �: Nrii.ir iaa.:.- il�rirds ��' . b6d6d �� ....... NQ. NtN•Ct011 +' �AOJtCt ...., 1180111H,Ohl °ItAth w cc 110 Aver SduLh W1lid§6Pj Cfi SulliyaN _ .. ..,..... ..._ ... ... ' ..•{. :.. ..w ti•. s.yFW• w L1I ��yy IA itA toAt •LA.OR - 1 l�11 llt1 8"' _;Utt� IAsuke OARA 6iflA tt1eA1 � � ` 1t Alf[A+.�s,�"Oki 11lt Is. �3#" ,� f•1-�� tuAfk�! llt� At,- .. 1t onk r ti0UA1 NAuWiA FAll. ..�-�:..� . ' +•b - �,rr,.... �w ...... r... ��lle iStNflflEAfiap at 111l: EAlINi i�a►lt__. . ••Ile�1 RA i• EBAI�i 1tAAtA h �,�t ,,,.:. ....,.: . _. ON 111g11.tA }ttlr lNINIt ANAAR1 IREL WAA 1111 At a float Ne• 11't Eta. Ate. 1e} 1i11tt AN nIN M; OAEtN iAlN NAtl1,it1a1 i�l MtAitti. BmWj mediM - Hhe �aiid ;rr__y .rtii• .ice. r�r. ..+ e - EN .r ..ax. :w.•Lr rw.:�v -y . ..r.. .\ir .•-w4 Idr "i..r � .ram—.Y, .• ..M i•.`wa.y .. ii ,.a..w - j,sy. y�•w .., ram'._ ,.1...• . w:w..,•.. .tom .t.r td �:µ. ....., ..: .s_.. • 61tt j ' �A11w1. . fulN "�A1�A1 Ie• f� HOU NO. e �AeuA1 1uA�A!! ie� -}N..rf,. ,..,�_. , t ,:_ .. .. 1140 VURI ALIMA u�1eNeUf+�A1lA 11lIdN ' �11 rAAltlnAltl {1ll tNteA f FIMAKI. ' _ _M1 VAN! H1f Iidlal Ilb•41tl�bd A.A. - - st�ti:t.�.bl.� tau RAW bHvd CUtht:�ao�dw�y,.s�rWc�st,tnC,. , Not_t: }Jo. r � M11fordj ct 0646 _ .. �....,.:. Y.W••}uiN 4.%�L` Ni11 CiOlt fAOJtCt 440. IiNC .- _... . all ON ....,.,..«:».... _ -a. . - '. .... .... Off/tT LOCATION sulliv_ n Ave. South W1iHd*w ct 1!A lA�elltAy At.laAl.. .H��N� IALtA toot AAA. ~ Hook6 t 0, tilt N ._� taw awl $_� bW��t. . $ �t Ft AlttA 1 w . _,IbbA! • itlt I.G. ..21 . .'• �:. -318 t:_: •. HOW M1 -exit Groifhd..! . kf - -it Alttl qe�A! hjuutA of. b 11t i aks Mato iltV.• - NAuutA.:►Alt..► If ... -...a.... OU t ItaN W 1' ttAl 1- TAM fella IetpflMEt A Q HIL 6N Mum lA tl t AIMAM 1QtI.bgAAj M&-4i t Ab. Ifft fil. Ail. let. IMAet eN tultt ►N btttll I O 4AHAOUM4 19 Aw!if1. i�e a .� > As top s0i I •n BroM madidn coarse sand _ LOX, 1 = j td- _ tR •Qi- ..I • .s �o IAeuA1 lutftfE to �ft1. dlib J ' f111Alh fHtN Noll NO. ' 111At N111tNt� l�EeAtb 11Mt ArI I I A ,4` BEibN51110A111 HIM . ` MATCH sHE>=T 2 ,J1 FOR CONTU AT 2 ] - �°�'a—'•_{�' ' TEST BORING BY: i �� ,"1 =EE E �I= MATERIAL TESTING, INC. IOO JtATON DRIVE v MIL OR'D, CONNECTICUT' ! I Q 06460 DATED: 8/ /89 TO 8/10/89 ! l t ° Ad It I 8 mff ILTOM R[EIEANOR C"YEN / p :.. y it F fo JOHNMOOOCOCK,A. o - �� TYP.. cy ` `_ d�w n wr• �•,anr �� •w,.aT— s a_..� �_� � M- �°..r,— �� ..S�s�--. �T ��T1.i� •a:a aZi"a• ...e. ��'.� ; - ny S U L L i V A N >'�..ter: •A V E N U E a ,/p» 3 KEY: d NOT RELEASED oR CONs RIXTION°USE c ,.» } CERTfY T„( RO...,n.ETu.os oEUE.Ts>,a.s FUSS&O'NEILL a scw E r as TEST BORING >w,.,,o..°°.�wT.ECT=T. AT D.-MP Es.,,c.r�..1.E,.c �,....T..............."......,.......... :v�,.T .x.al .s c �"�T'c�CTT' x M° S —Zw+..°./r.W-....wWy.�W� I _ PROJECT NO. P9OO� ■AMCN[ST[.. COMMECTICYT < •'° -,. ° » - .LOCATIONS fl.[T 0►TEO sVTE,�f7a .�.- Qj. ' • -_ . '•.... •• _ Aarlrwn W Nam..r.our.f C•»..».."r Fwr... . - 3 •••rwr°hr.t..�s.w"r�...tlrAwr.� rnae ww"wr ue SQtNCES DEVELOPMENT CORPORATION NOTE: -OM 1100AAM sou saoaT,[T r a+sw�.,s aw r ��d° CMW OE9P4R lu a ,cn sew .,war•aw wo[ o � MT '"'E BORING LOCATIONS w DRWG HAS BEEN REDUCED TO SCALE 1"=100' sopscts-O.L.wxwv,cEs urEEncsRGEgStF[,AC .a =_,•Au"y"°"° ., r, ,.°_A.. `st r a-oa8 ROADWAY PACKAGE SYSTEM.INC. sorTr�wr,cT.oc•w wT •ab•e9 HARTFORD DISTRIBUTION CANTER IB ' - - - r..r•.r�- r .,."°r..• ! ctvanrf -t SULUVAN AVENUE SOUTH "NOSCR..CT. (REVISED 1-8-90) - EXHIBIT NO..I (REVISED 5•-21-90) -- — -- _ CV.1R0 CON► oaw�.l 1/Z TEST BORINGS BY: f -- b C MATERIAL TESTING. INC. 2 A \ 100 RATON DRIVE 1. \ MIL€ORD. CONNECTICUT 06460 I �� i d ``� \� \ DATED: 8/4/89 TO 8/fO/89 I TP#2 t -� / Q w..as 4` rwwrrf• •T - + J I i FOR GONTM11TgN.SEE SHEE?s 1 t 7 Is mff W ttLTON EIEAWW C SAYER KEY; i I ► ) �`"—� _/' , - •-TEST BORING LOCATIONS TP—TEST PIT NOT RELEASED FOR C oNSTRucnoN'uSE - • t IMM O CENTTI T O M.RMO Y VtM$..DElJE/111RY 113 1►..°T A.e.•+w r..w.-WrT•�..•,716 .. + _ON so-t co d<wr.cam - ww M.w•.saw•w-..°IA•_.• .1 . .MSO1 COr•ECTKLT,O•TD IPTFJa012S °",�R ■�NCM�tr{�Y{ CO TICYT 1 wwrAll*YaWTcawicr. o..JZ.+•.T-«R..•.r-•-- arr.a. PROJECT NO. P9001 �r . - r...•.r•srcw.-..w.rw...M Wr..r-. nlw Y. Cm ua SEItVK0 DEVELOPNFNT CORPORATION ar r. 2.r 3 i Ya,wtiW.t;ItM �•eo.. o••f ocoo k Rti IDTI- RYl m710t P•D°a10� �. .. °scA�E as w .BRTYoaLm so"SCENTWT '''••,� RtK1tD or owa BORING LOCATIONS ' sots CD WA"w st mm cawie ci N..w_asL JI..w. L mw : :° y- es"ALS MAL ROAD w....ed�. ..w.6"—Rw b— !t 60U•OA lr - ROADWAY PACKAGE SYSTEM. INC. NOTE: lauTwo t.cr.ot.M 1°•„ nab an 9-mac• HARTFORD DISTRIBUTION CENTER �{� rr�..r-. �.�t•,•••o mowmr SUW VIw AvEMJE SOUTH wNO50R CT. V' DRING HAS BEEN'REDUCED TO SCALE 1"_100' Ati..•� . MICE ft-,WW (RE ISED 1-8-90)' -EXHIBIT N0.I (REVISED 5-21-90) I - {- ' - - NVP 6ULSRo CORPORAnoNT .� - f if'Oi'ST E 3N25' •. -_ .. - - - . 77 V % r wr f•X -ram � 1N/F CIf.DIM COMORAT1O1/= 11A►ftuvtEIK.E$ _ _ ►.r.r P....a K sw a......K rs.rr�..r.r _ -CDW4ECTCU'STATE HCHWAY DE'PORTWENT MOM OF WAY WAP.TOWN OF SWIM WIND_ a.�wi..e.w.f P+•i�psr rr•w•sw p / �_/^\ - 4�i••w•e.sTa..•trW-.Y P•V••wH.T ape p ROAD SO.EAST WOMSTERLY MILL-WAPPOIO 1101D FROM ONE HAR4.-SCALE Ree.'iS1D - ` - +.r.AsM rr p r.Yr+•+�...•.•.•.wrnpc�• ROAD R 132-SIERLY T 2 O 12 VO0 FEET.BONE NO./ff,'SCALE 1•-AO'. 1' MUNBER Tat-OQ.IMEET 2 OF 1. ` \ -- '� .: ' 1 - �PM'Y•M•i.�.w.papsM•ip•f wJl.r ... - _ - r I "Y_ Y•rr K tM.M wK.•fr wwl/�p•/ -� � V..wo•..ersrw•-si: 2 'PLOT PLAN.SOUTH Ww1OSOR 64DI/51RML PARR.PROPE.WTY OF J.WOODCOCK. /J /- -..- =� -� rT•p•s.•••+-v wr•••p•sf•Ar K r••wi• SUUMAM AVENUE.SOUTH WNIOSOR.ODHN_..SCALE t--AO'.JAIAJARY M.Ills. ay• - �� / . , - .� '_'=__ .-_ P : - WR HAYDEN L O169WOLD.C.E. lT•H.••On..* •f.�e+r.fy1..F.!..•Wwr Ar. 3. 'PARCEL>A LAND OF ANORE pMRDONNEAU TO BE COIWEVED TO NEW ETICIMIp ' / - W1••-p K ari.is F.•e p•iWr.• THAHSPORTA11ON MC..SULLAMM AVENUE.SOUTH WM105OR.COWL-.DATED pwrw•K w•.0 M•••..• OCTOeER fO.1113 tET115ED TO JANUMY 15.1967.SCALE 3--60'. .• T. wwfrr K•n r�p•y aw K•.K p•pi•. _ •I•se K Mfs.ri f-f..•p.sw�t w•rr•rAF • -SMRTART SEWER CO1611RICIIDN.SUM NVE AREA.SOUTH WICSOR. ` • / - �� sP.M A••t.•w•f M..-6 K•ri.M f-Tz - LLAA - I•� � �•� _ r •.e w•it•ir.•P—•e ua.w M..as CQKCTK1lT.SIR1Nw AVE..STA'EhO TO SNO•.'QY JVtS S.NM•GES t - . - - `� ,� ice^ .-•r .wa Tr�w•p•Arr•aL�•K fM.p F..•r.�M.p ASSOC-.OMWpO 1O-A.MTED 5-3-71. _ f�� T.r•PY•M•M-••Yw�•K i�T.•M M.w: •. - (/ ( `�� i/�y��' V ��isw..ifrrti'usw.�.•�K a.p M.p�Yr -..• - .- - _ • _ _ i ♦' _•� \� \`�_� �� !l'~^ �i 61.M w rMTAiMPp k.i�i n.pr X=Fs...•rp�.e `� \ .�/ �� a..rt�isssLu.O.•.•rs s aH.tri•p••. - `� �^'/ �►--� - HOTEL _ too" 2- _ PARCEL S SUBIECT TO•ERE USE ea rAWR Or LEON N.vcmw RY AND 4dAWf U.SIETENSKY.TOGETHER MTO USE Or THE WELL ON ADJOINING P'IIO1'EIT% 0 UTSJW POLE - /' rsrrtni.. AS SET FARM M VOL us AT PARE St.saR«WTNOSOR LAMD RECORDS. D WAgR GATE ` \�_�M�•— _ ... x SAS GATE f Y. PROPERTY 6 1EL1 St6 TO A SEWER CAVEAT 70 711E TOWN Or SOUTH1AW'pWR, v. EEF7�I - RECORDED M VOL-136 AT PACE tap Or TAE SOUTH WMOSOR LAND RECORDS-0 CATOI lMdml ` W .• I 3 PROPERTY 6 SUI ECT TO A SEWER CAVEAT TO THE TOWN OF SOUTH WINDSOR. .0 LEST NTT ` - 11t _ .- \\ ( ` I • RECORDED M 1IOL-Ex AT MLE 131 of VHE SOLRN WAIDSOR U1q REOOOM I PROPERT,MSUtKCT TO A WATER CAVEAT TO THE TOWN Or SOUTH WROSOR. 7WQ fAE WI ' - ( _ - RECORDED e/VOL.00 AT PAGE 3"Or TIE SOUTH vamos L"fEC01�S. - - .A w. eP[tsJMRf fAlf f • S SULLhow Ave"6 CONI(CTICUT STATE MOHINY ROUTE NO.194.fMff OF - a NTOMKT - - WAY 6 n7 6A•WOE AWn AN AVENA"eRfNOL6 PAVEMENT VWTH Or 33 FELT. . I 6 2QR4 6 INOVSTRNL. ZE j BULDMG LIE SETBACK REOUMEMEIR4 FRONT-35.SIDE-1O*.-AAACK-25'. • - - ) u1LR Mc Y OPERAT AUTMORRES. j • - • SNMT&W SEWERS-SOUTH WMDSOR TOWN ENGINEERING DEFT- L JERW.'IAZZMA.-1540 SLAIANN AVE-SOUTH WWDSOR C'.(20316AK-2511- } STORN SEWEPS-SOUTH WKIDSDII TOWN ENGMEERMG OE>...SANE AS ABOVE. _ (w� FATE•-COwECT'CUT WATER CO..NORTHER•.WOSION.C10"S MAMNSON. •A -r N1pQ 1 I { -- D CAS-TAHKEE C"CO..OOUc FMMAY.P.O BORE 450.ENFi1).CT- ` (M3)623-242' - } E ELECIOX-CO"NECOCUT LIGHT a POWER CO-wL CLaW.TONG ST, `• . F TElfr•IOHE-souTILERH NEW ISIaAro tELfP/KINE Co.(SIETI. ••\ { 6"woM WPRAMPU.(203t-2S-026. TEEtM9O4-COX CARE oAEA1Ef HIRITOIID,0O1 PORKER ST.YWK2ESTMCD. RED STAR EXPRESS LINES OF AUBURN,BG. (M3)N6-eWC.. " uff r_ I . I NB7RE GYIRBOIBEA{1 ^ - `J TEST BORINGS BY: ft :I KEY: MATERIAL TESTING, INC. 11 TEST BORING 100-RATON DRIVE 7 LOCATIONS. MILFORD, CONNECTICUT 06460 eeewRrTlt' V SCALE r s0' DATED: 8/4/89 TO 8/10/89 - - 'T rF -IH 0 p r, _ I� ___��—= �.� I<'Iti. NOTE: ro I ^� DRWG HAS BEEN REDUCED TO SCALE 1"=I00' ' NOT RELEASED FOR CONSTRUCTION'USE " u N _ - 1 • MATCH SPIFFY ( L ��•�• R- HEREBY CERTIEV THAT THE LMo WETLANDl DELOWAre.As Nrps6.MH Rr tr•r♦• J Nn eP-3sO EIL wsKeHS. .-Ttp WP SHOWN ON PROPEWTT OF ROADWAY SOMCES.NC-WA-XW R• FU S&O'N " Va.t w.WHY.H.wwN•A.p....w..,.w wpA..K - - caan.g• eStxS - -ea.ma's-.H.....i...w=ws.�..�Hr.r PROJECT•NO. P9001 ��j�.)� NANtwi..... ...NECT1.07 OR CON.MUATgN,SEE S/EETi 1 e 2 \ I. 1 11asTAR OORRECT KLT'MTEO-SFTTBIDI-E4-NfS.i- -- --.--_---- - - - - --- ---- J`�+� _ ' . - / - N Ilwt••K IY•.W w MHr Gpwaw.I' P••P�K - •• r!I wKrHK n wr.�..�e A".rpK W IwP�A Plea.MAHACOE -L.C. SERVICES DEVELOPMENT CORPORATION p•ii/w• r I IMF 1rr-p Awl•..r.iL I/GA. P•e••.i OEr DEMMER;' R.Le. 1017 CE 90A XMROH.am*•a1M a JOHN A SIEA f NCIMEL SUSCO/ fLaAfK NORM hmaAZ1 lots scaw 5T -'�J`H Tc REH[KG eY OAT, �p y BORING LOCATIONS spLa CaIfILT11t fERMR'f LIWeW1tJ'R rtW'R1:11.JR t.3 F n,TL= epRepART fiw+r 9•aa-E9 ROADWAY PACKAGE SYSTEM. INC.04 -' + SOUT�.OUWT.CT.094" .ML ROAD ~.�.I -. i`Pw—i.`...�'. ':6 .Wr F'ELa EMT 9•aci9 HARTFORD DISTRIBUTION CENTER Q •r. OE METRY Et! 1 ZA.6 SUWVAN AVENUE SOUTH VRNOSOR.CT. B DR4lM4 ONTICI REVEw rr H�M�N••Hr.a w..wl 1 (REVISED 1-8-90) EXHIBIT NO.I (REVISED 5-21-90) J v FUSSUMBLL December 11, 1989 Roadway Services, Inc. ' Sullivan Avenue, South Windsor, Connecticut Fuss & O'Neill, Inc. Project No. 89-350 ' Observation Date: December 7, 1989 ' RE: Monitor Well Observation ' Presently there are existing monitor wells on the proposed site. Of the five (5), one (1) is damaged and not acceptable for accurate readings. Monitor Depth to Depth of Well Water Well ' 1 4. 11 feet 14.55 feet 2 4.71 feet 13.28 feet 3 5.04 feet 13.07 feet ' 4 5.34 feet .11.07 feet The above readings were taken between 10:00 and 11:30 a.m. , the ' morning of December 7, 1989. Corres. File- 89-350 ' 0411B90RB December 18, 1989 Town of South Windsor ' 1540 Sullivan Avenue South Windsor, CT 06074 ' Re: 1.2 Acre Parcel •46 Kennedy Road South Windsor, CT ' Dear Sirs: This letter serves to grant my authorization, as Owner of the above-referenced parcel, to Roadway Services, Inc. and its operating company, Services Development Corporation to file applications for a) amendments to the Town of South Windsor Inland Wetlands and Watercourses Map, and b) any regulated activities within Town of South Windsor designated wetlands. I£ there are any questions, please contact me. RO- ADWAY ' y SERVICES, INC. 1077 GORGE BOULEVAKU P.O.BOX a8 AKRON.OH 44309-o088 September 25, 1989 (2161384.8184 VIA FACSIMILE TRANSMITTAL Fuss & O'Neill, Inc. 146 Hartford Road Manchester, CT 06040 Attention: Mr. Richard Boston Re: Services Development Corporation Hartford Facility ' Wetlands Applications Dear Mr. Boston: This lettor serves to confirm that Fuss & O'Neill, Inc. is authorized to act as the designated representative of Roadway Services, Inc. and its operating company, Services Development Corporation, with respect to the filing of applications for a) amendments to the. Town of South. Windsor-Inland Wetlands and Watercourses,,,Map. and b) any;: regulated development 2 activities within' Town of South Windsor designated wetlands. If that* are any questions, please contact me. Very truly yours, Roadwway Services, Inc. for Services Development Corporation Paul J. Viccaro, P:E. Manager - Construction PJV/ldb-wetlands cc: J. L. Mihelick R. M. Elias N. VnnWinkle • _ Septesaber 25, 1989 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Res 37.919 Acre Parcel Sullivan Avenue South Windsor, CT Dear Sirs: This letter serves to grant ay authorization, as o mer of the above•refOoneed parcel, to Roadway Services, Inc. and its operating company, Services•Develdpmant Corporation to file applications fora) amendments co the Tosco of South Windsor Inland Wetlands and Wataxoourses Map, and b) any rebalated 'activities within Town of South Windsor designated wetlands. if thers .are any questions, please contact me. Andre' L. Charbonneau a a t COILS CONSULTING SERVICE HENRY T. MOELLER tso lSU11 S HILLROAo _ SOUTHBURY.CONNECTICUT 06486 KOo�oott.4oq$.t<.lI;Nt(ft1 ANO.CO#5aIWfAht rKONC:12031 IGA-6077 ' December 7, 1989 SUPPI.PMrNTAL SOILS REPORT 11 FOR ROADWAY SERVICES IN SOUTH WINDSOR, CONNGCTICUT ' I did additional checking of the soils on the property in the area of concern which was the center portion of the open field. I dug eleven holes and with a bucket auger I bored to 40 or more inches in every hole. All .of the' holes, except one was moderately well drained. The one hole was somewhat poorly drained. The textures of the soils in all holes was sandy and thus, the Sudbury fine sandy loam is the predominant soil on the center portion of the property. In all of the borings, the soils have a topsoil with a developed subsoil and an underlying substratum that is undeveloped. The thickness of the topsoil ranged from 8 to 20 inches. However, there was no buried topsoil- located anywhere in the open ' field within the upper 40 inches of the profile. Because the soils have a. dcvcloped profile, there is no reason to believe that a buried soil is below the 40 incites that would have been manmade in recent times I have also enclosed a copy of the approximat.e ' hole locations. I£ there are any.questions, please do not hesitate to° contact me. ' -Respectfully` submitted, Henry Moeller ' ON 61TE 601t.5 INY[i710AT10N ( SO(4_ljlil!*L�JC WEKI,AN;"_!0ENTIFICATION- --•-•I• SOILS-IN FORMAT IORANA-CONSUlTAT10N SOILS CONSULTING SERVICE 1 HENRY T. WEI LER 139 HULLS HILL ROAD SOUTHBURY.CONNECTICUT 06468 - ►EOOLOOIST tSOtL SCI[NTISTI AMC CONSULTANT - PHONE:12031 264.6077 1 • _ November 6, 1989 SUPPLEMENTAL SOILS REPORT FOR ROADWAY'SERVICES IN SOUTH WINDSOR, CT. In this soils investigation, it very quickly became obvious that there were no sharply defined wetlands nor significant topography to indicate any wetlands. Most of the property except for the wooded section (which was also checked in detail) has been used for intensive agriculture. It .also became evident-that all the soils were in the sandy textural family. Thus, the soils were checked throughout the property for the drainage classification and the drainages of the holes were noted on the map. The colors and depth to gray mottles and contrast of the mottles were observed in the holes. 'The drainage class of most of the holes were either poorly drained, somewhat poorly drained, moderately well drained, or well drained. The classification of the soils and drainage is a field determination and thus, the holes are not normally logged in detail unless there is a special reason for it. The placement- of flags is also a field determination. In the Hartford County Soil Survey, there is extremely detailed and complex con- figurations of soils ranging from poorly drained to well drained. All the soils on. the property were mapped as coarse-loamy. over sandy. Or sandy-skeletal textural families. The soils are the same in classification in this recent soils investigation as was done in the 1950's on the property and surrounding properties by the Soil Conservation Service. However, under the present conditions, the intricate detail simply does not exist. The drainage classifications of the soils in the recent soils investigation was highly variable and had no relationship to existing topography. In t.the wooded area in the northeast corner, the soils appear to be undisturbed since the soil survey was done in the 1950's. There is an error in the Hartford County Soil Survey in which a soil unit was indicated as poorly drained in an area of well drained soils. This error most likely occurred when the maps were compiled before publication due to the complex and extremely detailed mapping on the property. This -compilation was traditionall done in a regional office well away from the area of mapping. As described in the first report., there is substantial evidence that the area was graded for optimum agricultural production. There also was no evidence of tile drains or drainage ditches which would be necessary for cultivation of poorly drained soils. It appears that the grading was adaquate for intensive agriculture of the property. Due to the -extremely high and continuous rainfall that has occurred this year, it is not unusual for agricultural fields to have standing water in slightly lower areas. This is very common for moderately well drained soils and somewhat poorly drained soils. -`In very level fields, this..also occurs.in well drained soils. If there are any questions, please feel free to contact me. Res ctfully.•submitted, Aenryr. Moeller ` ON-SITE SOILS INVESTIGATION i SOIL MAPPING I WETLAND-IDENTIFICATION I SOILS INFORMATION AND CONSULTATION • x t ` SOILS CONSULTING SERVICE 7 T�.R tso HULLS HILL ROAD HENRY T. MOELLE SOUTHBURY.CONNECTICUT 06468 PHONE:42031 264-6977 ♦EOOLOGIST KOIL tiCIENTtST(ANO CONSYLTAiT - Se -ember 25 -1989 P , ON-SITE SOILS INVESTIGATION OF PROPERTY FOR ROADWAY SERVICES IN SOUTH WINDSOR, CT. ' I have conducted an on-site soils investigation of the property located on Sullivan Avenue in South Windsor, Connecticut'. The principal purpose of this soils investigation was to locate and flag in the field all poorly drained and very poorly ' drained soils or "wetlands" as defined under the Inlands Wetlands Act. The flags .were e plan. In this soils "investigation and located by survey and plotted onto the sit soil textures, descriptive terms, and drainage report, the classifications of the soils; ' classifications follow the guidelines and criteria of the National Cooperative Soil Survey. r. FINDINGS---- The property lies on a nearly level to gently sloping outwash•plane. The soils - ' consist of sand and the average drainage classification is moderately well. drained. The .soils range from well drained to some poorly drained. Most of the property -consists of a rectangular open field. On the west side there; is some brush and tree ' that form small intrusions into the open field_ These two intrusions consist o£ moder- ately well drained soils and were old barn sites. There is evidence of concrete columns and old partially burned boards and timbers. ' On the east side a portion of the property projects out as a rectangular with a smaller rectangle at the far east side. Most-Of this land is wooded. The soils nd. Most of the within this area range from moderately well drained-to well lnr he southeast corner of ' area is well drained and has a gently sloping topography. this extension a small area has been excavated. This excavated area was ponded and appears to be a shallow pond much of the year. fThe principal soil on the property is the Sudbury fine sandy loam, O to 3 percent slopes, which occupies a small portion of the wooded areas. Most of the wooded areas are well drained. The' Sudbury soils .are moderately well drained to somewhat poorly ' drained soils -developed in sand or sand and gravel. The topsoil is fine sandy loam and the subsoil ranges from sandy loam to loamy sand. For more detailed information see the last section of this report. ' The open field has also been graded for agriculture and was used for agriculture P for many years. At the edges- of the field. there are cut and fill areas where the soils in the• field are at- a different elevation at the property boundary. In some areas the ' topsoil was deep ranging over• 20 inches in ai few places. - In other areas the topsoil is very light in color and thin, which indicates soil removal. Based on the direction of plowing and the lack of fences and other.agricultural features, it appears that the entire open field was managed as one soil type. -- --ON-S{TE SOILS INVESTIGATION- -_-I--SOIL MAPPaNG -vretLANO»IDENTIFICATION SOILSrINFORMATION AND CONSULTATION SOILS INVESTIGATION FOR ROADWAY -SERVICES IN.-SOUTH WINDSOR--72 HTM 9/25/89 There are two areas of wetlands- on the property itself that are extremely small and have been highly altered or created."a0n the far east side in the northeast corner, an area of land has been excavated. Stand*' water was observed and it appears that to trap wat the excavation was deep enough e or reach a water .table. This pond is ' feet below the surrounding soils. Thus, it is very shallow ranging from 3 to 4 highly questionable whether the- pdnd is wet all year or if it dries out'in normal years. This pond is completely isolated and is relatively. new and thus cannot be ' properly evaluated as to quality or even i£ it is a true wetland. The observation of the standing water was made on September Z., 1989. During the previous week approximately S inches of rainfall has occurred (September 18 to 22,- 1989) . Because of the shallow ' depth of the excavation and the extremely heavy rainfall that has occurred throughout the summer_, it is questionable if this excavated area is:a wetland and if it is, 'it is highly questionable as to quality of wetland. This pond area is also completely. isolated in a moderately well drained to well -drained soil area.and is manmade. This area has been flagged as a wetland only because of the obvious standing water. The second area of wetlands on the property is located on the east side of. the open ' field next to the.woods. This area was flagged only because the soils had distinct gray mottles and colors within the.proper depth for a poorly drained soil. The soil is a Walpole loam, 0 to 3 percent slopes. This soil is poorly drained and :consists of sandy loam over sand or sand and gravel. . For more detailed information on the '---- named--soil;-seer-the -last -section of.this report. However, this area was cultivated and managed as the moderately well drained soils. There is no special vegetation nor unusual wetland vegetation in the area. This area is also no wetter than other portions ' of the open field that were saturated due to the recent rains. All wet areas were checked for wetland soils. A portion of the flagged areaa-was disturbed containing ruts and small mounds of soils. It -appears that a machine may: have been stuck in the ' soils and the area was disturbed when removing the machine. Just east of the-flagged wetland there -is an opening -through the woods. A depres- sion consisting-of deep ruts from heavy machinery' re ob- and some excavateds were areas we well served. There was standing water in these ruts but the drained. The disturbed area simply trapped the recent "rainfall. The area is limited to the width of the clearing. Off.the property in the northwest corner, there is a small area of poorly and- very poorly drained soils occurring in a small depression. This depression is isolate ' and simply traps water during rainy periods. At the property line the soils rise abruptly providing additional evidence that the*openfield was graded for agriculture. Only the boundary just off the property line was flagged. CONCLUSIONS---- The small area of-poorly drained soils that were flagged is extremely small with no obvious boundary. It has been managed in the recent past As a moderately well drained nc soil. Due to the small size and isolation, it provides no wetland water contrri lcuture,` tions nor does it provide a wetland environment. Because it has been under. ag 1 jr . SOUS INVESTIGATION FOR ROADWAY SERVICES IN SOUTH'WINDSOR---3 HIM 9/25/89 there is no natural vegetation within the flagged area. This area was_dry enough to be cultivated. If there area were poorly drained, it would have a more obvious -be evidence of avoiding the area for plowing and management. topography and there would The small pond at the east .corner of the'-property is completely isolated. It ' is not known why the area was excavated. It may have been for sapd or sand and gravel material or some other reason. But it does not appear to have been designed to be a viable pond. .At this time any wetland value of the pond is highly questionable ' because of it isolated location and disturbed nature. The entire open field has been intensively used for agriculture and was.modified for agriculture. The soils are primarily moderately well drained and thus, have an intermittent water table between 15 to 25 inches below the surface. During heavy rainfall periods, the.soils become saturated up to the surface for short *periods of time. However, an irrigation pump and outlet was also observed. For such sandy soils the water table may disappear completely within 5 to 8 feet of the surface and probably required irrigation during those periods. ' In'the original soil survey, a large area of Walpole soils were mapped. It..is not known whether the mapping was done before -or after the land grading. If.corn was on the land or the soil scientist was inexperienced and saw it immediate after heavy ' rainfall, it could have influenced him. There was an attempt to map out very small detail in the soil survey, but such detail can also lead to errors both at the field level and later in the compilation of the maps for publication which is done in Nebraska. Some of the wooded areas were simply labeled with the wrong drainage ' classification.or mapped wrong. The field work for Hartford County was done in the middle 1950's with .a large: number of people mapping and much training being done._ In this investigation, the r soils were checked throughout the property and simply range between well drained and somewhat poorly drained. The questionable wetland areas were flagged. Overall, the property simply does not have the area of wetland soils originally shown. If there are any questions, please do not hesitate to contact me. Respectfully submitted, Aeenry Moeller I 1 SOILS INVESTIGATION FOR ROADWAY SERVICES IN SOUTH WINDSOR---4 HDI 9/2S/89 ' SOIL DESCRIPTIONS---- Sudbury sandy loam, 0 to'3'percent slopes: This is a moderately well drained soil that ranges to somewhat poorly drained. soils oil Mottles at 14 to 25 inches in depth indicate water logging in wet seasons. ; This has a very friable fine sandy loam to sandy loam surface and upper subsoil over sand or stratified sand and gravel at depths beginning from 18 to 30 inches. Permeability ' is moderate to rapid. in the solum.and very rapid in the substratum. The Sudbury series is classified as sandy, mixed, mesic Aquic Dystrochrepts. ' Walpole sandy loam, 0 to 3 percent -slopes. This soil is on low-lying nearly level to gently sloping wet areas on outwash deposits. The surface soil ranges from 6 to 10 inches in thickness and consist of black to very dark grayish brown fine sandy loam "to sandy loam. The subsoil ranges ' from sandy loam to loam and is mottled indicating a high water table during wet times of the year. The soil is poorly drained. The underlying substratum consists of sand, loamy sand, sand and gravel, or gravel. Depth to the course substratum ' ranges from 18 to 30 inches below the surface. Permeability is moderate in the solum and rapid in the substratum. The Walpole series is classified as sandy, mixed, acid, mesic Aeric Haplaquepts. k SOILS CO NSULTING SERVICE INTENSIVE SOIL SURVEY • ISO HULLS HILL ROAD . HENRY T..MOELLER SOUTHBURY.CONNECTICUT 06468 PHONE: (203) 264.6977 PEOOLOOIST (LOLL SCIENTISTS ANO CONSULTANT _ March 14, 1985 i TO WHOM IT MAY CONCERN: I have worked a consultant and professional sail scientist for over 11 years. The scope of my services include high intensity soil survey .(1t1 = 2001 and larger), wetland soils delineation and identification, soils and wetlands interpretations . and evaluations, environmental impact statements concerning soils and water, court appearances, and meetings and public hearings in' * front of wetland commissions and planning 4nd zoning commissions. I have worked in Connecticut, Massachusetts, Rhode Island, New York, and Pennsylvania. The size of the projects range from less than one acre to 800+ acres. The larger projects include the following:but is not inclusive: Union Carbide in Danbury, Stanley..Workslworld headquaters in New Britain and Farmington,- Med-Way Industrial Park in Meridan and Wallingford, Pennsylvania Light and Power in Pennsylvania, O'Mera property in Farmington, Danbury Fairgrounds Mall project in Danbury, Cheshire Indus- trial Park in Cheshire, Powder Forest for-Ensign-Bickford in Simsbury, and many others. As a consultant I completed'a medium intensity soil survey in the following towns:' 8,000•acres directly for the Town of Darien, Ct. in 1974; 1S,000 -acres for the Soil Conservation Service in Lyme, Ct. in 1975; 32,000 acres iii Rhode Island for the Soil Conservation Service in 1976 and 1977; 11,000•acres for the Soil Con- servation Service in Colchester, Ct. in 1977; and 17,000 acres for the Soil Conser- vation Service in Salem, Ct. and Voluntown, Ct. in 1977 and 1978. I also worked directly for the USDA Soil Conservation Service .from 1966 to 1973: Duties included mapping and classification of soils; soil interpretations; lecture in soils information workshops for sanitarian, conservation commissions, and schools; draft resource maps and soils maps; write technical material for. soil survey reports; identify geology; set up and run soil characterization studies; and write news articles. My .job description was a soil scientist and included all duties. _.•1 My experience in the Soil Conservation Service includes 2.5 years in Fairfield County, Connecticut; Sheboygan County, Wisconsin; Columbia County Wisconsin, and Dane County, Wisconsin. I was a student trainee soil scientist in north-central Wisconsin in the .summer of 196S for the Soil Conservation Service. I was also a student_.trainee soil scientist in the US Forest Service .in Upper Michigan in 19¢4. Res ctfully submitted, Henry Moeller , 159 HULLS HILL ROAD ( SOUTHBURY CONNECTICUT 06488 I PHONE: (203) 264.6977 .- OWSITE-SOILS_INVESSJGAj10N_,__� SQit,_MAPPING - :�_. NEE LAND- .(DENT�FICATION ( SOILfi INFORMATION ANO-CONSULTATIO(( ' Jv It MATCH' SHEET 2 ! ! i 12W KEY: ( I TOTAL AREA=50,401 SQ.kT. �a+CONTMUArIo/�seE zzi ACRE ' WdA—WALPOLE LOAM, ) s •• } f : 0-3 PERCENT SLOPE � t! � ! � SSA— 1 SUDBURY FINE SANDY ( I MW ; LOAM, 0-3 PERCENT SLOPE t (VIw,�' `� / —FIELD DELINEATION MW / • ' OF WETLANDS f MW , SOIL SAMPLING LOCATION ' MW= MODERATELY 'WELL DRAINED SOIL SWP—SOMEWHAT POORLY DRAINED SOIL J Mw W — WELL-DRAINED SOIL • new i P —POORLY DRAINED SOIL \�� TOTAL AREA-4634756 SQ.FT. J MW •'1 37.92 ACRES 1 4 •MW� :MON jMw >� NUNN aMw i �Mw -swp I swP • • r rz 1 1 • N < f MKNAM wsCa , MW ' -' W V , Mew - f i' - - - - - - ... • i ••+ - \ • �#� - _ fY—o o�j� wn JONI . 000(,pm JI- - - � \\ J� `l1 ,d� \ � 1 /y� .rw•a•r - j 7MW / r W IM ON swp. p mw... Gig •MW t 1 ' � �• w •SWP 1 M 1 .w w.•. r •ter ••.ww �— --- - W .•� i '• z; rwYjL ar"1 J SULLIVAN .ow ^—. ;L—_'• fir`-w• . AVENUE n.aff NOT RELE ED FOR CONSTRUCTION`USE SCALE, r - slor>, .os w. e•-sso .w /� • 4O' IIEw[r Ci71TPr M1YT T•E•f.wlo «. S wERwws otifcwTrw ws � If••ew•war.w.•«w..w.rY w....a Mw wIC- �0.. �.r ,C��N�■� •» -s • •, fgMr ow '•oYEnn a wofowwr SdrKEf,x, T.fAnf«• `_ f s SOYTM«•OSOR,LU•4CTIWT•DATED SVTE•rQ 1S Ob,< wl••-1 wT•w••i•t w ww •w 1ti war w _1</iT•MIMILT COIn1ECT. - NOTE: "•�.'R-.�..w. r«c�..e"~. PROJECT NO. P9001 > rw«e 1« 0«tciteui r.-. d M— •wwa..w wwww+w.t/r P..q. Y<aa ww•CEIt uG SERNCES OEVELOPMFIlT CORPORATION Str,t.«w 1 w DRWG HAS BEEN REOUCEO TO SCALE-i"=100' ONO"309 r a� °`A"" "`` �� DEVmoo ...I�r ' I" ED«f LTMG•E«rcEs u-fc«a..zsx n,.r. .r :aE R ETLANDS DELINEATION as..Au..0 064 OAOWAY PACKAGE.SYSTEM, INC. GAD aouT�ulr.cr Oi••r !w ww•Tw�wr.www••.....r•.wrw rr-.•� 1,. 2WOMY I a•Js•8 - .....r... .r..._.rr... ._. nUa EDT ..>.� �.� lA ��..t,••.• HARTFORO O1STR18UT10N CENTER Y SUU-IVAN AVENUE OR•/'1M6 SOUTH "MOO ..CT. •.• - •r w•.q r ' - •.. • arslK AEMEw �..�.a......."..`�++..."..a....ter - (REVISED: 1-8-90) EXHIBIT NO.H (REVISED:5-21-90) L) -J_�. • f MATCHAt 'aw KEY: ' TOTAL AREA 50,401 SQ.kT. ron CONM"nK seE s•rtcrs z a s 1.18 ACRE �`� � // ' WdA—WALPOLE LOAM, 0-3 PERCENT SLOPE i SSA—SUDBURY FINE SANDY �/ \ LOAM. 0-3 PERCENT SLOPE I MW 1 i� Q -AA_—FIELD'OEL.INEATION- M MW MW •� ` OF WETLANDS - •• j •MW !� SOIL SAMPLING LOCATION MIN-= MODERATELY'WELL DRAINED SOIL ` ' SWP—SOMEWHAT POORLY DRAINED SOIL I MW W — WELL-DRAINED SOIL • ` MVV P —POORLY DRAINED SOIL \� TOTAL AREA-%651,756 SO.FT. mw A 37.92 ACRES MW� MON • ' ! / SELL :W •\ i •o ( SW 5-1 mammon la -I P;W r � MW. / - l SW i 1 ! z _ Mj JOHN i SICA a MW W aIVEEL 1. • • ` - #4 I- Jcm.L w000cacr,it. M1Al W ( , MON �� :11 / ` �lAWEl1#3 ;�� . �. A' s Grm v c 105.w) SWP. SWP „-ST _-,— p • MW • _ . a f ' - sWP ZK S. � n..f» �� —�-- �'7•--" H—iw[T F—�L � ♦tT1��---�H1.(i — .♦�•— �.Vp ...w auk... AVENUE '" —_-- d — �- �•....� Tom-- --- -- -----° NOT REZF SED FOR CONSTRUnON`USE ' - SCALE r - - _ r ` _ - As-w. e•-aec ^ 44' 1 MEnE°r CF111i'r MlT T U•4YO rSEPTE6 1 OE114.T•1M•s ■ V N -� .� • ` r _ "OM w•(1•'Et1Tt K•0•°•I•T sEAMCEs•••C• S"Y•rE/•IF, tr..a,.•a/w•Qw+.w� ••wn,wr,°i w....a 7Lr..� •1E: lIMT w•Osa1•C01•ECiIWT:p.TEp SVTE1+fJ1 s•.••°•.• �•-^T —M»w.•w rs.wa.w.w w.yr�ALL •KID ca7cT. a.•-z «s...w..-�........r w�... PROJECT NO.IP9001 7 ve>rt�4.rrs lees NOTE: s- ^��-.rswe.(frwwawC w•w�. MAMCMas T°11, COwNECi1CVT • -�-•�- - - - - - -- �ww.M..e.�......ww�.w Ouw-..•r.a rw�e w.n+we ua _ SERNCES DEVELOPMENT CORPORATON a...e r. t DRWG HAS BEEN REDUCED TO SCALE 1"_I00' Ia�T � t�..•»w..wt>t«a °ig asacA "" : WETLANDS DELINEATION 9.wroomy.CT u.ss �'''M•w� ••«.�+..w,•..•..r•.1•.w.w.� tee -i• 80ti°'Ar 19.0�•6 ROADWAY PACKAGE SYSTEM. INC. e _ ..w.ww rwrr.r•wr...wr.t r.r..•.�.. uw• FIMD Ear i•.r >L•E9' •�(� • - - r••••T". ••./"`•••••, cEClctMr •T SUHj.AjvAN OARD UE DIISTRIBODU'n N SCTER• _ ."' - OMf7HC wr•w.y r w...wr..s..r•...w�..rw.«r ' OfTIC[AENEw -.•...w�••w.•"w`-•w-i�«w.......—.."r•.rr • - - - .w""w—N-rw.w.. (REVISED: 1-8-90) EXHIBIT NO.H _ (REVISED:5-21-90) •P w 1 // \ � , —---— � \— N/F Cl�lRO COUP w•r w•t tww BMW ----� — ��- -- MON WEH:— ._ I #2 1 WELL dx w iZ ��--` �� ; `� `� � # I WW %w ► / I 1 •MVI?"�^ •SWPm I 1 KEY: • • \� SsA \ % - \ c -WdA—lNALPOLE LOAM, 1 0-3 PERCENT SLOPE SsA— /� \ ! \•�SUDBURY FINE SANDY M11N LOAM, 0-3 PERCENT SLOPE • ' MW A d —FIELD DELINEATION • OF WETLANDS ; W \\ / \ \ �• SOIL SAMPLING LOCATION M • � \ MW — MODERATELY WELL DRAINED SOIL. • MW 'SWP —SOMEWHAT POORLY DRAINED SOIL •1 1 `W — WELL DRAINED SOIL �— t J 9 P — POORLY DRAINED SOIL W t , • I • 1 omw , tl i w • '- ------ 3 Mw - • TOTAL AREA-1,654756 SQ. FT. w 37.92 ACRES \\ \\ WdA Syy f �, Mw: 1I Mw p T MW P I iaw SsA • _ �� 1 / / a Mw tat,ia MEET 1 / - i 1 t FOR CONTMwnO".SEE SKM a 3 C] MITON 0." ELEnNOR C; vm W `\ TOTAL AREA=50,401SQ. 1 J NOT RELEASED FOR CONSTRUCTION'USE Y FJT. � 1.18 ACRES) MPRO�XCT -mmOvo "" rsotltr ar••o•[Ittr of•o.owwr a.rcrlo/T,o.rtn yrewxisn�"�r o�"�"'i-i.....:'�«o.a:n.=��..ww er..+'t 9001 co Com"T. •w11CNTaTEi1. C*NN�CTICVTSERVICES DEVELOPMENT CORPORADON 9-4 w. 2 w 3 t rL 1077 tU6 /ua0rL O•o MJD•s E ��• +o a""TMw ` WETLANDS DELINEATION sau ewwa.Tlr solNCEs - - �sw•ect w.cEa:ltn,a. aaz► r es_t•us".-•o.o w...ew....r•.�.....1.•..r.,•" rw t na•owMf - ROADWAY PACKAGE SYSTEM. INC. NOTE: samNulT.cr.oc+.� w „w .„.. ran twr 9-k. HARTFORD OISTRIBUTION CENTER n 1i'• "^` • •:t••••e CEM.EMY SLMVw %vEmuE SOUTH %*NOSOR cT. I"1 1 DRWG HAS BEEN REDUCED TO SCALE 1"=100' •w...• r- 011wft•q. `y w:r.—s r r.r"•.wr ai+r r (REVISED: I-8-94) EXHIBIT NO.H (REVISED.5-21-90) ' NAF CUUM CORPORATION l / -•--1 +NIF CUIDRO CORPORATION- 1 r(; SsA I w - • / �^ \ o+..sa..s.rl•..r..rs...lrlf w:r.r.r w.nw p 'CpSOR.EA•HATE HIGHWOR K DEPARTMENTROAD D FW 0[ E MAP.RD- OF SOUTH - � R►PXOR,EAST RV-ND6DR/RL,:-PAPNNF ROAD FROM 711E N.RIEORD-3>'RR+dIE(D ' _ - - - Tr '. N�•tl-N•«TP-•I A••••Twrs Tww-�e T- _ ROAD SOUTIEAMMY AeOb'T T2.SOO EEE7.ROUTE NO../•;SCALE,1'-40'. \- if ar.t t,.ua.....r.•.aw.e.�wa..c rr +°////'�� ^�\\\��--� �.L i•<_� �'ir..'�'�••rp ra.s«�`urr.slf��""1s•'•.t /' \�•�b-�--� wu•..vaw.•-rl: 2 'PLOT PAN.SOUTH W%4)SOR ROUSTReLL PARK.PROPENTV OF J.WOODCOCK. // j / /r�\= + ---�� 1 Y.:.Tw m•r•«--r..T.Tr T-•••rlf.w r••u fr..a• SUUAM AVENUE.SOUL"woos R.CD1R:-..SCALE 1'-O'.JNHUARr 20.1ee5. ( (,Y TMYLKN L.GdAOID.C.E. L _�_ :. � �/ // /^�.�� ' ••i..-••.•T aaN.aaa�w.ws.saf 1...r.r TTrr- / = lr-ap•s•p•a�u•.w .rA r.+.ef ar• 3. "PARCEL,3A LAW OF MORE pMRDONNEAU TO BE COMP IED TO NEW EWiAND / �.•�e.-r alo.la ws r•P...s r� tHP•«•«•P N-wry•1-•P�sw•�lf lA.•• 1F604IDRTAIgN IJC.•5N/13AMN AVENUE.SOUTH IttIIOSOR.CONK'.GATED _ { �«e p 1M.«.rs r• OCTOBER 10.Iles REVKED TO AVAMRl 15.1967•SCALE 1-60% .1 s»•sl•sr.•lr.r•r•.saf ar r rr frrl. • / _�' _—`— /r, • a•se«•SS.»T••1 r••-w•.r rT:rs r.rem••. -SNIITART SERVER CONSYWJCTRA.SLUAMM AVE.AREA SOUTH PROSOR, '\ 1 _� aP.a•sw.•r..t u.r:«p•n.o0 ws: w.s TR••lT•/r••4•••r K au.4 P•«i COAPNECTIC^..SULLANN AME..nA'<HO 10 56.0'.-Bf JAIIES S.MMGES! TA-.r Wp•p1•Wr r MM.r ASSOC..DRAPRNG 10-A GATED 5-3-71. ( \ � i� TT-..s»•.P•.rw.Pa.Tr.r aN.w-..•T.o1.. ( `1`� l/ .tMrl-=>aM«.Miitaww M•..•: •�1-0 \� `-�^�_ �� //�' �/� ��' «.r Mrs r T•r NTT•-e r fa....F warp. �N•r�.t - ��---- _ o N6ANPq( � PVOICEi K SUBJECT 7D't1FE USE M FAVOR OF tEON Y.31NET'E1ISKr A►O «Ff Ps wz- MARE U.SHMNSKT.TOGETHER OTT«USE OF THE WELL ON AUNNONG PROPEITTY 0 IRanY Pew AS SET FORT"N VOL 136 AT PAGE 62.SOURN Pt1OSOR LAND RECORDS. ExPA WATER YTE • ��_�~r" _ - '� 2 PROPER-IS SUBJECT TO AISEYNER[AVERT 70 TINE TOM D<SOUTNN'PIO90R. L,A PAS YTE " '_` _• TOTAL AREA. 465.756 SQ. FT. - RECORDED IN VOL-136 AT►AGE 130 Or TTE SOUTH W*VSOR LAND RECORDS. GATONYM 37.92 ACRES - _ B - w "• / - 3 PROPERTY ISES SUMCT TO A SEWED CAVEAT TO 1"E TOPN OF SOUTNS NRNO".sOR, .Q TT MT RECORDED N ' �\ COROED Yp_136 AT PAGE 13t OF 1"E•SOU,N wIDSOR 3ANp RECORDS, SPIN B WW p W W \ s - • "a LAW RECORDED M YO`00 AT PACE 3"Or 7K SOUTH W1MDWR LAW 3RE X;S w • yls • '• - wAw RA WETLANDS PT I[ISb �'; R/ETTJANDS ,I SMLAaw 04M CONWCTVCM STA'["GMAT ROM N0.1/4,RR OF b PAT ISGA'IRDE NOT.AN AVERAGE BRlM HrIR NNTNCU5 PAVEMENT-OM OF 33 FEET. - U 6 201-NG K-OUSTRiAI. OULDNNG UNE SETBACK REOMREMEMS-FRONT-35.SIDE-10-:.BACK-ri' N C 7 UTILITY OPERATING AUTHORRR;S r . A iSANITARY SEWERS-SOUTH II-DSO-TOWN ENCI.NE[RMIG DEPT.. JERNw'M_22E7TA IS<O SU.iNmw AVE..Soul.P«DSOR_C_(2.03)644 ritt. 9 WORM SEPEIS SOUTH w»OSdR 101VA1 fMCNNEERING D:Tr,.,SAME AS ABOVE CONNEC UT WATER :,.NORTHER%DMSNON CHMS MMANSON. 1f I - - AID-T•N ROAJ•EAST WWDSOR '..(203)623-335! GS-vANNEE GAS CO..DOUG fARADAY.P.O.6DA 450.EINFIESD.CT.. 111111 I - (203M23-2<2• I - E E3ECIRK-COMNECTICtooT ER!PORER CO-wi CLAW.sameSt. - • - ENFIELD.C°..(2O3)627-122'. F WAAPMMM MNwRSK: E2031'2 DO-AM6526TEIEHOK CO.(MT). ' C I a e TEIEVIsoN-Cox ueeE GREATERwwlsam.eo1 PARK"n.6.,NaIEs+ER.a. - J : RED STAR ExPRESS E11E5 (p3K<F6<pp. ! AUBURN INC. g W I Uff KEY: j . MORE CNARBOMEAU WdA-WALPOLE LOAM. 0-3 PERCENT SLOPE SsA-SUDBURY FINE SANDY LOAM, 0-3 PERCENT SLOPE •I m-FIELD DELINEATION OF WETLANDS - SOIL SAMPLING LOCATION MW -MODERATELY WELL DRAINED SOIL ^� ! t• SWP -SOMEWHAT POORLY DRAINED SOIL ' «•�� - - - - _ _ _ SCALE r ao W -WELL DRAINED SOIL W — — i� A C p P -POORLY DRAINED SOIL. N �— ___ ��••�_�J ',•'1%r NOTE: DRWG HAS BEEN REDUCED TO SCALE 1"=100' FOR CONSTRUCTION'USE i R se'31.91 P :fxDo FUSS&O'NEll1 MATCH ` MT. N NNER[eT awrsY TTTAT iN AD A T SER ES.R 1Qa4ATRR Af . . .,.....a -Tti tCST'1EET L k4_. / - S.TO•RN 6N PROMCON EC CUT. AT aO MTww eC.s.on. AVp•�SOUTHWPOSOR.CTNPNECTTaIT,WTEO TQ70•lE/I x.MP.Nir T.. ..T w .• . :TIANNTION, EE SaEETi N E 2 t f PROJECT NO. P9OOT SUBSTANTIALLY CORRECT. •O- --.."TrnT.e-w-RTa•--r•F NAr..•.r GT�a••r-' M A N C H E f T T A. C O N M E C T N C U T hr T-..w r luw.Nr aT•- r PT•wTwN J D-•t NTTti J .• .. r I NAc •� rar..RP qTr<.r.PrA..T..T..FL.rr...F.w• MI01 NwHACEA .J.C. SERVICES DEVELOPMENT CORPORATION * [[ rr_.p N•PR.T•H 17,Itw. o.e•••TC, CmtT DESWXODR. R.1.e. ,ton GORGE VLVO ARMOR.0-0 M30! JOIN 1 11fA S bWAEI BITSCE?B (t NIVEDFN6 bNAY •� ROLS SGENIttT :�J AN RESKKC yT 1 OwF ` WETLANDS DELINEATION lOAS LSHk.M SERVK:EI uwwFNG[R NKNSytl11,w. t3► Nf32T f• IIOADWAY PACKAGE SYSTEM, INC. �� 3 N6ll-Ro.0 Row ~—��•-.--•�«rwr.IA•-'~ HARTFORD DISTRIBUTION CENTER Soul-Rol.CT.oBANtP CEO ETAt ac Tr-TNr TTNNT-•"r r-w•r r N•r rTw r.N• �IK' s•'•:'N 4• T? ( Nr TT...fP •..��....�d' c_oNE1Rr EL t Z&j: SUI.IVAN AVENUE SOUTH VANDSOR CT. OFT1Q RENEW r..+w�.r.,--fr TAN (REVISED: 1-8-90) EXHIBIT NO. H (REVISED:5721-90) _ ------------------ SOILS CONSULTING SERVICE I69 HULLS HILL ROAD HENRY T. MOELLER EOUTNSURY.CONNECTICUY 06486 PHONE:12031 244.6077 �LOOlO6Uf IOt► tt; tnTHh whP GON4VLTANT _ • December 7, 1989 ON-SIT[: SOILS INVESTIGATION OF ADDITIONAL LAND ON KENNEDY ROAD FOR ROADWAY SERVICES I have conducted an on-site soils investigation of the property located on Kennedy Road in South Windsor, Connecticut. This is additional land for Roadway Services. The principal purpose of this soils investigation was to locato and flag in the field all poorly drained and very poorly drained soils or "wetlands" as defined under the Inlands Wetlands Act. In this soils investigation and report, the classifications of tho soils, ,soil textures, descriptive terms, and drainage classifications follow the guidelines and criteria of the National Cooperative Soil Survey.. FINDINGS---- Ille only area of natural soils occurs just south of the building next to the open field owned by Roadway Services. The soils were moderately well drained and consist of the Sudbury fine sandy loam. These soils have a sand profile throughout. Only two holes were dug because the area of natural soils is very limited. ing building consists of a packed gravel parking idost of the land south of the exist lot. The gravel is approximately .1 foot above the surrounding soils off the proporty. It is very corpact and is obviously dry and useable for parking of all types of vehicles. The building itself with a paved area in the front occupies a large section of the property. The land north of the building is completely filled and paved and is sur- rounded by a chainlink fence_to the very edge of the property line. The roadway property had been checked and there were no obvious wetlands nor indication of wetlands off the property to the north. it appears that most of the filling was done to create a level area andprovidegood base for the pavement. 'There are no wetland soils or wetlands property. Aactfully submit d, henry ' . iJoellor ON 41Tf$OtLB INVESTI0A710N i $OIL MAPPING ..WETLAND" IDENTIFICATION BOIL$ INfORMATION AND CONSULTATION NVE WWI JM SDILS CONSULTING SERVICE HENRY T. MOELLER 1154 NULLS NILL ROAO EC _ fOYTHBURY,CONNECTICUTICUT 04468 �t0ot04.tf sot sp4Ntn*t.ANO<Ow4VttAkt PHONE:12031 264.6077 December 7, 1989 SUPPI.i?MBNTAL SOILS REPORT II FOR ROADWAY SERVICES IN SOUTH WINDSOR, CONNL•CTICU'f I did additional checking of the soils on the property in the area of concern which was the center portion of the open field. I dug eleven holes and with a bucket auger I bored to 40 or more inches in every hole. All of the holes, except one was moderately well drained. The one hole was somewhat poorly drained. The textures of the soils in all holes was sandy and thus, the Sudbury fine sandy loam is the predominant soil on the center portion of the property. In all of the borings, the soils have a topsoil with a developed subsoil and an underlying substratum that is undeveloped. The thickness of the topsoil ranged from 8 to 20 inches. However, there was no buried topsoil located anywhere in the open field within the upper 40 inches of the profile. Because the soils have a. dcvcloped profile, there is no reason to believe that a buried soil is below the 40 inches that would have been manmade in recent times. I have also enclosed a copy of the approximate hole locations. If there are any questions, please do not hesitate to contact me. -Respectfully submitted, Henry Moeller ON•61TC 601LS INVESTIGATION i 6_Qjl 1�At��N;G _ .�_:WETLAN0' 10ENTIFIOATION _f011f-dNF(�RMATION.AND CONSULTATION j 'SOILS CONSULTING SERVICE i 4 HENRY T. MOEUER 159 HULLS HILL ROAD SOUTHBURY.CONNECTICUT 06486 - PCOOLOOIST$SOIL SCILNTISTI ANO CONSULTANT - - _ _ - - - PHONE:12031 264.6977 November 6, 1989 SUPPLEMENTAL SOILS REPORT FOR ROADWAY'SERVICES IN SOUTH WINDSOR, CT. In this soils investigation, it very quickly became obvious that there were no sharply defined wetlands nor significant topography to indicate any wetlands. Most of the property except for the wooded section (which was also checked in detail) has been used for intensive agriculture. It .also became evident-that all the soils were in the sandy textural family. Thus, the soils were checked throughout the property for the drainage classification and the drainages of the holes were noted on the map. The colors and depth to gray mottles and contrast of the mottles were observed in the holes. The drainage class of most of the holes were either poorly drained, somewhat poorly drained, moderately well drained, or well drained. The classification of the soils and drainage is a field determination and thus, the holes are not normally logged in detail unless there is a special reason for it. The placement- of. flags is also a field determination. In the Hartford County Soil Survey, there is extremely detailed and complex con- -figurations of soils ranging from poorly drained to well drained. All the soils on. the property were mapped as coarse-loamy. over sandy or sandy-skeletal textural families. The soils are the same in classification in this recent soils investigation as was - done in the 1950's on the property ana surrounding properties by the Soil Conservation Service. However, under the present conditions, the intricate detail simply does not {� exist. The drainage classifications of the soils in the recent soils investigation ( was highly variable and had no relationship to existing topography. In the wooded area in the northeast corner, the soils appear to be undisturbed since the soil survey was done in the 19S0's. There is an error in the Hartford County Soil Survey in which a soil unit was indicated as poorly drained in an area of well drained soils. This error most likely occurred when the maps were compiled before publication due to the complex and extremely detailed mapping on the property. This -compilation was traditionall: done in a regional office well away from the area of mapping. As described in the first report., there is substantial evidence that the area was ! graded for optimum agricultural production. There also was no evidence of tile drains or drainage ditches which would be necessary for-cultivation of poorly drained soils. It appears that the grading was adaquate for intensive agriculture of the property. j Due to the .extremely high and continuous rainfall that has occurred this year, it is not unusual for agricultural fields to have standing water in slightly lower areas. This is very common for moderately well drained soils and somewhat poorly drained soils. -"In very level :fields, this-also occurs in well drained soils. If there are any questions, please feel free to contact me. Aen tfully.•sr. Meller '` ON-SITE SOILS INVESTIGATION i SOIL MAPPING ( "WETLANO••IDENTIFICATION ( SOILS INFORMATION AND CONSULTATION {n.::.q;+:.•. _i�r hayysrCYi"9+"•n,�.. ... ... .. .. SOILS CONSULTING SERVICE 159 HULLS HILL ROAD _ HENRY T. MOELLER ' SOUTHBURY.CONNECTICUT*6488 PHONE:12031 264-6977 rE00LOOIST KOIL SCIENTISTI ANO CONSYITAI/T --September 25, 1989 ON-SITE SOILS INVESTIGATION OF PROPERTY FOR ROADWAY SERVICES IN SOuTH WINDSOR, CT. I have conducted an on-site soils investigation of the property located on Sullivan Avenue in South Windsor, Connecticut". The principal purpose of this soils investigation was to locate and flag in the field al-l• poorly drained and very poorly drained soils or "wetlands" as defined under the Inlands Wetlands Act. The flags .were located by survey and plotted onto the site plan. In this soils investigation and report, the classifications of the soils; soil textures, descriptive terms, and drainage classifications follow the guidelines and criteria of the National Cooperative Soil Survey. FINDINGS---- The property lies on a nearly level to gently sloping outwash-plane. The soils consist of sand and the average drainage classification is moderately well drained. The .soils range from well drained to somewhat poorly drained. Most of the property consists of a rectangular open field. On the west side there; is some brush and tree that form small intrusions into the open field. These two intrusions consist ofmoder- ately well drained soils and were old barn sites. There is evidence of concrete columns and old partially burned boards and timbers. On the east side a portion of the property projects out as a rectangular with a smaller rectangle at the far east side. Most-of this land is wooded. The soils within this area range from moderately well drained-to well drained. Most of the area is well drained and has a gently sloping topography. In the southeast corner of this extension a small area has been excavated. This- excavated area was ponded and appears to be a shallow pond much of the year. The principal soil on the property is the Sudbury fine sandy loam, o to 3 percent slopes, which occupies a small portion of the wooded areas. Most of the wooded areas are well drained. The'Sudbury soils .are moderately well drained to somewhat poorly drained soils -developed in sand or sand and gravel. The topsoil is fine sandy loam and the subsoil -ranges from sandy loam to loamy sand. For more detailed information see the last section of this report. The open field has also been graded for agriculture and was used for agriculture for many years. At the edges of the field there are •cut-'and fill areas where the soils_ in the• field are at" a different elevation at the property boundary. In*some areas "the topsoil was deep fanging over. 20 inches in a few places. - In other areas the topsoil is very light in color and thin, which indicates soil removal. Based on the direction of plowing and the"lack of fences and other-agricultural features, it appears that the entire open field was managed as one soil type. - --ON-SITE SOILS INVESTIGATION SOIL MAPP_ING�_"._._I_"MfET_LANO"IDENTIFICATION SOILS"INFORMATION AND CONSULTATIOH SOILS INVESTIGATION FOR ROADWAY SERVICES IN WINDSOR---2 HTM 9/2S/89 There are two areas of wetlands. on the property itself that are extremely small and have been highly altered or created.-4�On the far east side in the northeast corner, an. area of land has been excavated. Stand M9 water was observed and it appears that the excavation was deep enough to trap ware *,or reach a water .table. This pond is very shallow ranging from 3 to 4 feet below the surrounding soils. Thus, it is highly questionable whether the- pdndis wet all year or if it dries out'in normal years. This pond is completely isolated and is relatively new and thus cannot be properly evaluated as to quality or even if i it is a true Wetland. The observation of the standing water was made on September 22, 1989. During the- previous week approximately S inches of rainfall has occurred (September 18 to 22,- 1989) . Because of the shallow depth of the excavation and the extremely heavy rainfall that has occurred throughout the summer, it is questionable if this excavated area is:a wetland and if it is, -it is highly•questionable as to quality of wetland. This pond area is also completely. isolated in a moderately well drained to well drained soil area.and is manmade. This area has been flagged as a wetland only because of the obvious standing water. The second area of wetlands on the property is located on the east side of. the open field next to the woods. This area was flagged only because the soils had distinct gray mottles and colors within the.proper depth for a poorly drained soil. The soil is a Walpole loam, 0 to 3 percent slopes. This soil is poorly drained and consists of sandy loam over sand or sand and gravel. _ For more detailed information on the --- - - --named-soi-l;- see- the last section of, this report. However, this area was cultivated and managed as the moderately well drained soils. There is no special vegetation nor unusual wetland vegetation in the area. This area is also-no wetter than other portions of the open field that were saturated due to the recent rains. All wet areas were checked for wetland soils. A portion of the flagged area was disturbed containing ruts and small mounds of soils. It .appears that a machine may; have been stuck in the soils and the area was disturbed when removing the machine. 1 Just east of the flagged wetland there is an opening through the woods. A depres7 sion consisting-of deep ruts from heavy machinery and some excavated areas were ob- served. There was standing water in these ruts but the soils were moderately well drained. The disturbed area simply trapped the recent *rainfall. The area is limited to the width of the clearing. ! Off.the property in the northwest corner, there is a small area of poorly and very poorly drained soils occurring in a small depression. This depression is isolated and simply traps water during rainy periods. At the property line the soils rise. abruptly providing additional evidence that the open field was graded for agriculture. Only the boundary just off the property line was flagged. CONCLUSIONS---- The small area of-poorly drained soils that were flagged is extremely small with no obvious boundary. It has been managed in the recent past ;as a moderately well drained soil. Due to the small size and isolation, it provides no wetland water control func- tions nor does it provide a wetland environment. Because it has been under agriculture, SOILS INVESTIGATION FOR ROADWAY SERVICES IN SOUTH WINDSOR---3 HTM 9/25/89 there is no natural vegetation within the flagged area. This area was_dry enough to be cultivated. If there area were poorly drained, it would have a more obvious topography and there would-be evidence of avoiding the area for plowing and management. The small pond at the east -corner of the-property is completely isolated. It is not known why the area was excavated. It may have been for sand or sand and gravel material or some other reason. But it does not appear to have been designed to be a viable pond. .At this time any wetland value of the pond is highly questionable because of it isolated location and disturbed nature. The entire open field has been intensively used for agriculture and was.modified for agriculture. The soils are primarily moderately well drained and thus, have an intermittent water table between 15 to 25 inches below the surface. During heavy rainfall periods, the soils become saturated up to the surface for short 'periods of time. However, an irrigation pump and outlet was also observed. For such sandy soils the water table may disappear completely within 5 to 8 feet of the surface and probably required irrigation' during those periods. In'the original soil survey, a large area of Walpole soils were mapped. It�-is not known whether the mapping was done before -or. after the land grading. If.corn was on the land or the soil scientist was inexperienced and saw it immediate after heavy rainfall, it could have influenced him. There was an attempt to map out very small detail in the soil survey, but such detail can also lead to errors both at the field level and later in the compilation of the maps for publication which is done in Nebraska. Some of the wooded areas were simply labeled with the wrong drainage classification.or mapped wrong. . The field work for Hartford County was done in the middle 1950's with .a largei number of people mapping and much training being done. In this investigation, the soils were checked throughout the property and simply range between well .drained and somewhat poorly_d`rained. The questionable wetland areas were flagged. Overall, the property simply does not have the area of wetland soils originally shown. If there are any questions, please do not hesitate to contact me. Respectfully submitted, Aenrry7MOeller e SOILS INVESTIGATION FOR ROADWAY SERVICES IN SOUTH WINDSOR---4 HIM 9/25/89 SOIL DESCRIPTIONS---- Sudbury sandy loam, 0 to'3'percent slopes: This is. a moderately well drained soil that ranges to somewhat poorly drained. . Mottles at 14 to 25 inches in depth indicate water logging in wet seasons. ; This soil has a very friable fine sandy loam to sandy loam surface and upper subsoil over sand or stratified sand and gravel at depths beginning from 18 to 30 inches. Permeability is moderate to rapid- in the solum.and very rapid in the substratum. The Sudbury series is classified as sandy, mixed, mesic Aquic Dystrochrepts. Walpole sandy loam, 0 to 3 percent slopes. This soil is on low-lying nearly level to gently sloping wet areas on outwash deposits. The surface soil ranges from Ci to 10 inches in thickness and consist of black to very dark grayish brown fine sandy loam to sandy loam. The subsoil ranges from sandy loam to loam and is mottled indicating a high water table during wet times of the year. The soil is poorly drained. The underlying substratum consists of sand, loamy sand, sand and gravel, or graveli. Depth to the course substratum ranges from 18 to 30 inches below the surface. Permeability is moderate in the solum and rapid in the substratum. The Walpole series is classified as sandy, mixed, acid, mesic Aeric Haplaquepts. oil SOILS CONSULTING SERVICE INTENSIVE SOIL. SURVEY • 159 HULLS HILL ROAD . HENRY T. MOELLER SOUTHBURY. CONNECTICUT 06488 PHONE: (203) 264-8977 rSOOLOOIST (SOIL SCIENTIST) ANO CONSULTANT March 14, 1985 f TO WHOM IT MAY CONCERN: I have worked a consultant and professional soil scientist for over 11 years. The scope of my services include high intensity soil survey -(1t1 = 200( and larger), wetland soils delineation and identification, soils and wetlands interpretations and evaluations, environmental impact statements concerning soils and water, court appearances, and meetings and public hearings in front of wetland commissions and planning and zoning commissions. I have worked in Connecticut, Massachusetts, Rhode Island,'New York, and Pennsylvania. The size of the projects range from less than one acre to 800+ acres. The larger projects include the' following:but is not inclusive: Union Carbide in Danbury, Stanley..Workslworld headquaters in New Britain and Farmington, Med-Way Industrial Park in Meridan and Wallingford, Pennsylvania Light and Power in Pennsylvania, 0 Mera property in Farmington, Danbury Fairgrounds 1b11 project in Danbury, Cheshire Indus- trial Park in Cheshire, Powder Forest for.:Ensign-Bickford in Simsbury, and many others. As a consultant I completed,a medium intensity soil survey in the following towns:' 8,000•acres directly for the Town of• Darien, Ct. in 1974; 15,000 acres for the Soil Conservation Service in Lyme,. Ct. in 1975; 32.,000 acres it Rhode Island for the Soil Conservation Service in 1976 and 1977; 11,000'acres for the Soil Con- nervation Service in Colchester, Ct. in 1977; and 17,000 acres for the Soil Conser- vation Service in Salem, Ct. and Voluntown, Ct. in 1977 and 1978. I also worked directly for the USDA Soil Conservation Service from 1966 to - 1973. Duties included mapping and classification of soils; soil interpretations; lecture in soils information workshops for sanitarian, conservation commissions, and schools; draft resource maps and soils maps; -write technical material for. soil survey reports; identify geology; set up and run soil characterization studies; i! and write news articles. My .job description was a soil scientist and included all I duties. t My experience in the Soil Conservation Service includes 2.S years in Fairfield County, Connecticut; Sheboygan County, Wisconsin; Columbia County Wisconsin, and Dane County, Wisconsin. I was a student trainee soil scientist in north-central Wisconsin in the•summer of 1965 for the Soil Conservation Service. I was also a student..trainee soil scientist in the US Forest Service in Upper Michigan in 1964. Res ctfully submitted, e Hehry_ Moeller r.fb w 159 HULLS HILL ROAD t 1 SOUTHBURY CONNEGTtCUT 06488 PHONEz (203) 264-6977 :SOILS'.tNEORMAT.IQ(�,}1ND,CONSULTATICl1 :_,- ON.SJTE—SOl1S_INVESTJGASIgN____� SQ)4 MAPPING ' 'YV�6TlAN0`_tDENT,IFICAThL1N — —_ — — w • y mw ITOTAL AREA: ) WTC11 s•EET 2 KEY: t soso� ;IrT. ` ' sa cwiw,roK,¢, s:a s -- LIB ACRE I\ �-�l WdA—WALpOLERE LOAm. O-3 PCENT SLOPEi SeA--SUDBURY FINE SANDY LOAM.0-3 PERCENT SLOPE ; Ad--FIELD DELINEATION' i M 1 `Mw� Mw OF WETLANDS �� i I •SOIL SAMPLING LOCATION •MW + \�MW=MODERATELY 'WELL DRAINED SOIL SWP—SOMEWHAT POORLY DRAINED SOIL I \� MW W —WELL DRAINED SOIL \ MW P —POORLY DRAINED SOIL TOTAL AREA. s T36 . . O. 1 j """ ' (�� MW MON 792ACRESFr. Mw I "�,,#ELL M W 1 ,i i / �, Mw ;= I SWP , BMW / SWP Mw 'pow"•"'aoocWK. Ow, 1 IMON ------ I f =WELL#3 i i SWP SWP ! /� I f� SWP mw SULLIVAN « ---- — —+-- _ — — -- ��_ —�— .� AVENUE L SOLE r TR LLEASED FOR CONSTRUCfigr`USE _ �: .« � « se�wi w.�ae�n arm«"n'n"°'m+�es u •r tl w. s.-xo . .� nwrt,•n.itn m'r aiw'aa..��.wwr. �r.r.w.r`.<��•``w"'.``.+ o,m ' NOTE: • �«•....r+r.`r`.<aC.:�.�..<•.`�: PROJECT.NO.•P9W DRWG HAS BEEN REDUCED TO SCALE'1-:100- am ...��— .-._....... , - _ �. es�«us«•un'a.w�. , u =<«. os awtrc �aa anK[IICNlY (REVISED:I-8-90) (REVISED:5-21-90) •P W - 1 / --_----i `_ws curve u>wr • � ---- -----------,.,mow-=�-- -• , ,� =---- -SW •'-- �� T dA ,. � I \.M •SWP "\ '\\ 9w KEY: • I \� � 1 WdA—WALPOLE LOAM, 0-3 PERCENT SLOPE S°A—SUDBURY FINE SANDY 3 I j LOAM,0-3 PERCENT SLOPE MW 1 ^\ A —FIELD DELINEATION ' •Mw OF WETLANDS SOIL SAMPLING LOCATION I : �\ •w MW — MODERATELY WELL DRAINED SOIL I :W 'SWP-SOMEWHAT POORLY DRAINED SOIL �\ W — WELL DRAINED SOIL 1 P —POORLY DRAINED SOIL W M� \ MW , sw- •Mw - • Mw TOTAL AREA-1,6-%756 SQ.FT. - . -. 37.92 ACRES WdA o Sir 1 c o r `�� mw IEEE_ IN. imw, SSA MW 2 YlfJt � I j � 1 Y , TOTAL AREA=50,401SO.QT, ( NOT RELEASED FOR 1.18 ACRES, I 1 CONSTRUCTON�'USE I Olp,CD1iF 1wT M.tM�Kltrp Onif�new.s "� s^ w I. b O"w1wPn Oi.oMri�.CL1JM'flttHM Yp/ yv-r.rrrrr�A �` - 1C- R m+rt<nort.Wim avTornl ri OA PROJECT NO.P9001 11�-,.1YL1 fawtfi. E r. ap• c..�.w.ui� • - seas w.anweaaa `��r' aa'� wa NOTE. 9-x- DRWG HAS BEEN REDUCED TO SCALE 1"=100' ►+ "�"� � �, no ,, • a.rmo. (REVISED: 1-8-90) (REVISED:5-21-90) MIF cvxar.o LC.PORAIM .. - ,M.f aEMO Ca ATOn , I (• SSA i no+ conr a•,E w..r m.MYE.1 wa v.,•...m r a tlu�. �y.r.r r..r wE60t[I F w.ISO.,c:-M.frC M.D MAW.M w!t[Otl-9�O . / /•+ \� �� ..O.D SOYMaRR•MO.R 1'!m0[ILi•tlYIC I.O:K'SV'EE 1'..O'. � �� r'y rr r ru.—.�.a —" M.aR tx-OL f6i 1!i•. / //^i�`\\ �. ./'< �� a•..+ `r�.�w rr w.� -ltO1.1Y1 mfi-twoson.oun.•.[.Mwt.II.D.L—of J.M000WOC . .. / / \ ��--�_ •" :'" �..,ns.,,i •' rw.....a uc sam...osoE mr-_swc rro•..w.wn xa,+n. / /� / /—ti --_— — �`�'�'�` -•"•_•<.r.o r. a -face x two or..oR owmowuY ro a< DSW C .:�- � � � /� � ' ----� � � - ..vy�.��`.W..��' • fWd•OIIftl,O.IK.3WIMM/MFMIIL S0111., f.O.fE-.M1m . J /• \� \ ,��.��—•._.�_ '=�� i .. — ..+. ..a.».".. ....�.. asoc-.nwc,o-1 ran o-rn. 0 ...U1..+tE . � \`,`---��'' // _ _, W..Y Y q(IE.W.r•10[iOC!rl..laL O M MCL M a,o..c MVOI.. .�a SR IOf.n r„:L tx t•.c[tl:SON..n,oian.r0 RWm. U N,6.rn n[ Rea.oeD r,ai.,x o voE+x or niE aaur"wam..,..o RfOma. p utw a.r 3 TOTAL AREA.1.651.756 SO.FT. _ - ,.o.on•a wrEa m.aa.E..a..Fv ro,pE so.r a sovn.wnsa•. -0 ="1 3T.W ACRES ..,o.Etn+.saw[c.ro•..o,fw.vx ro,eE To..w soY."....oaoE RCO.CW r W-tl•,..ICE saa a 1K SO.t.n wLaa...tl RW.W{ �� RLLYYf,..t .. - �I� •W .. . suuM,»..[wE a W..Ec,.W s.rz.or...an[rY,«.wan v - d - •l; XETOw3 I war',.R r.w r.rrt.wt nu.ia+s..[rlM.rmw a v[[II a:.r,c t+[sEts.a..caUE.e,ns F YRm O.[,..M.N..a.r6 Y yW.....SE.E.S-SOY:.M.plIM 1pl•E.OALw.0 O[.... ., +� �. ,• - J[..'MZ.'Ln.•,!M W.IM.:M..fal�+..96M C.[EO114.-f5f, I � S SfMn S[KR-SOJ.n M.aSO,O.x[waKE..L VM..S..R a aaE 1 - r.:[•-CO../_C^•�Jr..l[.:+..M•.:E.�DMSC..(.!a wu.iao-.. R_ J I l f•.nwC-mM.C..a.,,.wt•IORI.W-...t OJ9r..aC A OfF3D.C mf-OME-SW,M[M.OI O.4Na I[li.,.a[W Wm. I , wi o t[tEM9w-Ws rwcE a.T.a..Mr.faC.tl:nwm,s1......oesou:.. I •\ ` ! • W I - .av STYI Eft-kSS ucs tmnaa-roo. a r.aU.Y..K _ KEY: .AWK"'*molmw Y WdA—WALPOLE LOAM.0-3 PERCENT SLOPE I i SaA—SUDBURY FINE SANDY LOAM,O-3 PER SLOPE •I m—FIELD DELINEATION OF WETLANDS SOIL SAMPLING LOCATION �\ f — I MW -MODERATELY WELL DRAINED SOIL ; SWP -SOMEWHAT POORLY DRAINED SOIL W —WELL P —POOR POAINED SOIL ORLY DRAINED SOIL. f !O' W W{ _ NOTE: "I DRWG HAS BEEN REDUCED TO SCALE 1 r-- �' I ----------— NOT RELEASED FOR CONSiRUCT10N'USE FusS&UNEILL wv .KRa•W.,..,rr M.a..o r[,vrx o¢.E.,e..s ••:.•+•++r�••� 7 PROJECT NO.P9007 —::c«i:±e. �o• . .ac,.c .WTCr'AEET 1 • 'f r ;s •�.�'` a. iM".ru.ra.Eci an.rtm>rso.0 ac nr.s T~r r�.�.-".�w.. c • s•r w•.r - W.T.O..,SEE SERVISS DE�/ELOVMEN oMA.n<trOh : I «f Y . 'Q � WETLANDS DELINEATION r Jo...a stE•a ao+Et E.nma a + .Rs.n..++.r E . +r�s+ s ,'. ROADWAY PACKACc SYSTEM.INC. 3A scu mn .r..9-x e? NARTi ORO O:STRISUTION CENTER <. aa.[n.. 1G •u! St0.Lv.0.VENth- soon.wINo50f LT. (REVISED:1-8-90) EXHIBIT NO.H (REVISED:5-21-90) / . — i --T` ' c 46 VS M-NG5 ° 203 78 276 tlAfiBN ba1V€ __- + - f�owilti+CtSNNP-cflcuf bs4so 24 t (203)?95-0330 i6 t MAat_nb1idUGH,C()NNECTICUT os4 .6140MAN goAt3' .::S�pteCniier 11). 1989 :. 1eNo o13 t 89 ittiadway~ spiry icesj Inc. 1011.`dot"gt Boulevard Pao!- tax 88 Akrdh;.OH 44309=0088 - Att1-` " Me "paul d: Viccaro ; P .E ► Manager: Construction 11eA , Mr' , Viccarot please find _ attached ouroneforttheh37iAche Tract the eSultt of located bnr gedtethnital investigati SUl�iV1n AVttiue in Souehdsr writteniauthoriiatiorirdated performed ittccordahc with you August 2� 1 89� -and "our subsequent i` tter p1A=89 dated August 9; 1989s - ' tii':.`tdfnmar`yi- tubsur acc �oii cdhditiotis are onveh.ibnal sprtadje f6p* tup.port of proposed building loads on t _ fuhtiltg 'typ6 •fburidatidhs4 Such fbotin§§ thdvedtheagrbundwat c ted1' teat=draining; granular fill plated art di tables- oesign - recommendations ?;cussed in further detail i� - �ettio.n,. iV .bf' this report�- 1Ie a�sprptiate .the opportunity of workiro ecthanduwenlbok forward •ttchtiital investigation. phase of ththe design and constructioti _ td - dut assbtiati6rt 'with ybu ddr" ing O hasets:. in the meatitimei should you have further ggeettoneonta Ot ct r ilui a additional ..ihfGrma.tionI please do not tit • Sinctfei ly y6oett 140th! TE5 IAGj INC. ai;im `Adi -ph0 . ba tbf tote" nical bepartintnt Natik-VAS Sou 1 >iNi.Btnt.. ° _- P . r, 73 t SUg�uafsA� :.t xf'LoftAt1ofs t - ttst bbri ngs (Ai to G3� warp dui i ed at,dth b si Mdway [=Ht t de th df were ropbse y iatatibn -.; and twenty test b0Hh0 Wbt carried Set�Vi� s � fit Cp�� rsde Ahd thu rfimaifliiiq feet beiow top -of ex;sting g twehty „w ed twenty ?0� dtw h° tru k�Mouiitedi as grad@� J-:these boeings. were pet-forme wall:`as'.a traCtot` aiouot_ed fig usifig ��li�= poo �sainplingWw�s aHd •'�.Easing tethniqueSi. Cbfltinuous p p ptoemdd uhtil the previously hiefitioued depths wer'6 reached& 5ihce hd t�efusai was entountered a dptweatc substratuin� ty filet wheedl quite to the coht yf a evidtfito-d by a statidar•d panetratei tett n eti t ance wehe d i i ito three (3) 1: was phtbuntered� thre tis greathr depths; 0 aid 6iy - 53 .w.�►s. drilled t6-a depth of sixty ohe feet and a hal f • rade� tsi�.5.j :bei nw top -of existing;g was drilled to a depth_ of seventy ohe feet and a ` half (7is5) below tbp of eXisting gPades ands tj was dfilled td a depth of fifty one feat and a half C51�5.� �below trip: of existing g rade. is de#fined as the number bf bitiws required td drive a tpiit=..bar're1 type sample spodh havinai. terdara distance of outside diameter :and .•14/s iotide ofie fbdt ifitb the sni1 � wheN dr�ivto b A haiitmet' Weighing i40 lbs, - and allowed to fail 3othree te in p.er b10 refusal was dneduhtered at nbortnrs loos arehpresented aferemehtdhAd test bbringss Test g in A00dodil rr. y �� ';pit.• x.•E.:�i�t - - •. -- _ - v. • JULMIS Opdep tb pe for`ffl an in.s#to visual tit paot it)ri e� the # 1 ='___ profile .and -obtain undisturbed soil samplds-s -> twd test- pi . tt. .`TPi aNd tp t were excavated - within the tHtp.rifit bf the . pt�dppsed -building, tpl wa§ excavated in the vieihity 6f tegt:: . b6Ning - d4 whereas tP2 was excavated fifteen (15) :feet td ; .Nd0 th°:of test bdririg C3, in both casest —XtAVAti6h l ground water' was enenuhtered, See Table . 2 b test - : p.i:ts data, . Ms LAggaOM tttfi1NG to aid in soil class#f#catibtt ei�bor•ator>y testsrwere engineering properties , the following performed at Materials Testing; inc, facilitiest , labbeatdey gradation analysts we're pot=formed bn five (5) saleeted—sdil samples recovered froth the-• test• bbr:i.ii.gsj GfAphical results bf Odin site attaiyse§.,:°:as: well . as varibus parameters are pret.ented in Ap04A. x-Bs tests for water -- content were pdrfbrW6d bit hire (9) spleeted toil samples' retovered from th6 test bat=itig's� aasults are presented in table 3; utiebhfined undrained cbmpres§#6n §tt�dtigth to§ts were , '.-.,-perfdited oh seven (�) selected soil §ample; recovered " from::the. test borings, aesults are presented:_ ih Table 4 Attehberg limits were established for twa (2) selected toil - samples recovered from the tdst borings, Results are presented in Table Ss California gearing Ratib (M) test was run -6ti a sbil ; "sample obtained from test pit Tpl, cBR values were 8:S and io, h f �i" .- ,•-'f.-lY,la �c Lam• - .. - #f UW AcLn,sotL. ANb.rWAtEft,.tbRbItt6}1s fih@I.. .�atf i#red soil profile, oterpreted tfom test borings;.. ' tett : pits4 And available g6olegi"t data, earl be sequ�titially :` ibea:4:3n_fthe f6i-idwid§ pat-agPaphst i rf:fioptL~ aveNagitlg a thickness of six inche§ aiid iieVot' - •- - . -'•��'exbeeding bne {i� .foots �"`•:_t�hNAC� • b�p0�tt� consisting of yell a h$h z.as twentn Well � (2oj . 1AMhated tand, silt and clay, as M y. thick: the - high level deposits May actually._ be LA U fi fNi dLhO�tfis consisting of latiihated - moderately :-yellowith brown clayey silt and sand; paNtly varved, - they grade downward into varved lake deposits (yellowish = gNay in upper part and reddish s brown in rower part) . thickness of these deposits range front o to 150 _ _• feet - GLA�tAL: tlLl consisting wf noh§orted nonstt�atifiea t�ixturd of elayf- silts sand, pebbles:, cobbles and =' = boulders: Although itsthickness varlets such ti11 it :: about twenty feet thick do - the average acid appears ei%dd i Sh - browns 'P6 filANn Aft0tt' cons;sting bf reddish = brown and gray _ arkdg ti Itsttne; - sandstone. and congIoinefatea 06M to be general agetelhetit among the experts that .the soil . ih - the apda May be described at a walpole sandy .lnam� " it is a Cootl'atutt� ly drained toil , probably .: g1 HIM,."ti 11..wnrked oven. i he deposi is is �d6fltbur` maps df ' the bpdrbek tdPfacet Plate the. mock tteita iti tho arch at a ` depth of =100 MI , . refcrri ng to •.. tht National Vet;tical Geodetic batuni (NVGd) i since the yeoUnd- :elevatinti is at appr6xifdately 85a fti , referring t6 tha ` tamd : dAtuM, this places rock at a depth of appr6kimately . t8t feet WO ground turfacb, This is cot�r66orated by : the fatt- that boring holes r@ached a • - depth tlf°yia� _feet w#thbUt �hcbuNter'ing refusal � s �• i t � s• '"ter ``: x a '�: -i+1 d i c,. rtYe -,��„Iti':� ; 'htihi�ig begs tAp�ehdi A) = yielded data cif gtabsbil :.._pf<nfte whibh are compatible with data. obtaihdd thbni tfeaf4by well borings# and filed- with = the State of t6fifiettituts As ari .exaMples. well bbeflig 1oj. has. yicided the following data: d 16 feet, - mediufn td fine sand 16 �6 f bet# gray clay 76 164 feet red Clay and -silt 164 i 116 feet] rdd silt and fine tand (pebbldO 114 feet# hock . . GaoUHDWAtER ..STATUS :-.. in all test borings and test pits water levels wdfc! medWbd s Readings are noted on- the boring logs included in- -Appendix . As * Depth to groundwater fanged from 3 to . 6 f6etj ebffesppond i ng to approximate . Eli 79 to ,kl s _99 s 5 0 shown i n fiabtd 1, - - . . . A &tatittital analysis plates the, ievel: bf #bu6dW tern at tis g2 with a sample standard deviation of- plus oe "iffinus 2 feet, 1eva�. should fall Atc6fding.ly# the expected grouundwater between: tlt. 80. and ti. 84: I t is worth noting that water levels at the time of tontteuttioo way differ = and* in all probability they wili = fpOM the afafementibned values as wdll , as ff'om. the observed and` fsecaf•ded values # since -- - groundwater 1 dvei s s usual i y. fiuEtuate as a result of several facttirs such as the precipitation, - seasonal charigdf water levee in neighboPing = water bodies # constructioh activities betory: ground Wateej and several other factorss s s ^'7. �.[-��YE' `! X• .a.a r i .}s. _. - .. _ .• irF:tp}. - .. - a - - - - December 18, 1:989 Town of South Windsor 1540 Sullivan Avenue South Windsor,_ CT. 06074 Re: 1.2 Acre Parcel -46 Kennedy Road South Windsor, CT Dear Sirs: _ This letter serves to grant my authorization, as Owner of the above-referenced parcel, to Roadway Services, Inc. and its opetating company, Services Development Corporation to file applications for a) amendments to the Town of South Windsor Inland Wetlands and Watercourses Map, and b) any regulated activities within Town of South Windsor designated wetlands. If there are any questions, please contact me. United states �n% 627 RiverrMAR Department of conservation � Agriculture Service WindSOrPhone: 68 2 2 W0 March 20, B90 IFUSS & O'NTF-11...�.. SOILS - On-site investigation of. Roadway Services, Inc. property. TO: Mr. Stephen E. Cote Acting District Conservationist USDA--SCS 627 River St Windsor CT 06095 Dear Stever On March 19, 1990 I performed an on-site investigation of the soils on the 1.18 acre Roadway Services, Inc. property off Kennedy Road in the Town of South Windsor. I was requested by the Town Inland Wetlands Agency to review the finding of Henry T. Moeller, Soil Scientist; that there were no wetlands on the parcel. A large portion of the site consists of Urban Land; non-soil areas covertcl with a building and parking lot. Areas of soil (south of the building) on the 1.18 acre site were examined with spade and anger and: found to be dominately mooerately well drained. Thus I agree with Mr: VDeller's report dated December 7, 1989; there are no inland wetland soils or watercourses on this small parcel. Sincerely, Kipen J. Kolesinskas Soil Scientist CC: Hartford County SWCD Mr. John E. McCahill South Windsor Wetlands Enforcement Officer The SoA Conservation Service is an agency of the `�J Department of Agriculture 0 FUSSMYNBLU ' April 11, 1990 ' Roadway Services, Inc. Sullivan Avenue, South Windsor, Connecticut Fuss & O'Neill, Inc. Project No. 89-350 Observation Date: April 9, 1990 RE: Monitor Well Observation The existing monitor wells on the proposed site were checked for present level of groundwater. The depths to water are as follows: Monitor Depth to Depth of Well Water Well 1 3.49 feet 14.55 feet - 2 3.98 feet 13.28 feet 3 4.05 feet 13.07 feet ' 4 4.36 feet 11.07 feet The above readings were taken between 4:30 and 5:00 p.m. , the ' afternoon of April 9, 1990. Corres. File• 89-350 ' 0411B90RB � - O FUSS8taNEILL MAY 21 19M consulting engineers South Windsor *AMA WETLMDS AGENCYA WI/ATM COMMSSIM May 21, 1990 Mr. James Lombardi, Chairman Inland Wetlands Agency/Conservation Commission Town of South Windsor MAY 21 1990 1540 Sullivan Avenue South Windsor, CT 06074 South Windsor INLAND WETLANDS AGENCY/ RE: Inland Wetlands Agency Application for CONSERVATION COMMISSION Work within a Regulated Activities Area and the Filling of Wetlands on a 39. 10 acre 170 Development on Kennedy Road and Sullivan Avenue 2LLID Dear Mr. Lombardi: On behalf of the Services Development Corporation, Fuss & O'Neill, Inc. respectfully resubmits a revised application for the Inland Wetlands Agency's consideration and approval of the proposed regulated activities on the land noted herewith. The land subject to the application for a regulated activity within a wetlands is as follows: o The 39. 10 acre development, presently owned by Andre L. Charbonnuau and Milton B. and Eleanor C. Bayer consists of the Town of South Windsor Tax Assessor's parcel numbers 63-22, 63-21, 73-1, 73-2, 73-15 and 73-4 (Partial) . Fuss & O'Neill, Inc. stands ready to answer questions or resolve any concerns the Inland Wetlands Agency may have for the above mentioned parcel. We would appreciate the scheduling of a new public hearing as soon as possible. Corres. 89-350 0522C90RB 146 HARTFORD RD. / MANCHESTER, CT 06040 /TEL: (203) 646-2469, FAX: (203) 643-6313 SOLID WASTE MANAGEMENT•WASTE WATER SYSTEMS•EROSION CONTROL•WATER SYSTEMS•HYDROLOGY and DRAINAGE SYSTEMS 0 SITE PLANNING HIGHWAYS and BRIDGES•SURVEYING•LANDSCAPE ARCHITECTURE•TRANSPORTATION and TRAFFIC• PUBLIC WORKS MANAGEMENT•HYDROGEOLOGY y JJ FUSS&O'NBLL Mr. James Lombardi May 21, 1990 Page 2 Should any additional information be needed, please contact us at once. Very truly yours, C.. Richard L. Boston Project Manager and Authorized Representative for Services Development Corporation /bmw Attachments: Application in triplicate with drawings cc: Paul Viccaro, Roadway Services, Inc. David Losee, Cohn & Birnbaum _r.. '`916- 3y-F FUSS&O'NEIM consulting engineers May 21, 1990 Milton B. & Eleanor Bayer n Q 46 Kennedy Road U South Windsor, CT 06074 RE: Abutting Property Owner Town of South Windsor To Whom It May Concern: Please be informed of an Inland Wetland, Watercourses and Conservation Application before the Town of South Windsor for racfulatpd a[ ti ci+-;os within a wetlands on property Assessors Parcel NO. 63-22, 63-21, 73-1, 73-2, 73-15t and Xa portion of 73-4 and of interest to: Services Development Corporation 1077 Gorge Boulevard Akron, Ohio 44309 The application will be heard on June 11, 1990 by the Inland Wetland, Watercourses and Conservation Commission. For confirmation of the above hearing date, please contact the Town of South Windsor Planning Department. Should you have any questions or wish to review the application, please contact the Town of South Windsor, Planning Department, 1540 Sullivan Avenue, South Windsor, CT 06074, phone (203) 644-2511. Sincerely, g(tit"""J Richard Boston Project Manager /bmw Corres. File 89-350 0521D90RB 146 HARTFORD RD. / MANCHESTER, CT 06040/TEL: (203) 646-2469, FAX: (203) 643-6313 SOLID WASTE MANAGEMENT•WASTE WATER SYSTEMS•EROSION CONTROL•WATER SYSTEMS•HYDROLOGY and DRAINAGE SYSTEMS•SITE PLANNING HIGHWAYS and BRIDGES 9 SURVEYING•LANDSCAPE ARCHITECTURE a TRANSPORTATION and TRAFFIC•PUBLIC WORKS MANAGEMENT 9 HYDROGEOLOGY • d 4,e PleteAtimi i ai4d42"when additional servipes•are desired, and complete itemsP y �6ur- RETURN TO"Space on the r#verse side.•Failure to do this will prevent this Card fr m bein _ you.The return recei f feewill rdvde ou the name of'the erson delivered to and the'tlate of dr.ad itiona ees t e o lowmg etvices are avai a e. onsu t postmaster or ees an c additional service(s)requested1ow 'delivered,date,and addressee's.address. 2. ❑'Restricted Delivery Oe (Extra charge) (Extra charge) 3. Article Addressed to: 4. Article Number ' Type of Service: lbs Registered ❑Insured t Certified ❑COD- (t \' tit Q�OLP Express Mail ❑ Ratvu�Receipt I v foerchandise f . Always obtain signature dressee or agent and DATE DELI ED. 5. -Signature —Addressee 8. Addressee's Address (ONLY tf X requested and fee paid) t 6. Signature —Agent r• Ix t 7. Date of Delivery . PS Form 3811 Apr. 1989__ *U.S.G:P.O.1989-238-815 DOMESTIC RETURN RECEIPT — —- —rf' • SENDER: Complete items 1 and 2 when additional.services are desired, and complete items t 3 and 4. i Put your address in the"RETURN TO"Space on the reverse side.Failure to do this will prevent this card from being returned to you.The return recei t fee will rovide ou the name of the erson delivered to and 'the date of deliver .For ad iUona ees t e of owing services are av Aa 6 t postmaster or fees an Tack box(es or additional services)requested. ``'' 1. Show to whom delivered,d , and addressee's addres �2. ❑ Restric d Delivery charge) (Extra c ge) 3. Article Addressed to.---JWrt' u ber � *9 ste edi et nsured TJIt?p �l�l� rtified COD ❑ Expre ❑ Return Receipt for Merchandise «o Alwaftbtain-signature of addressee or agent and DATE DELIVERED. 5. i at e —Ad essee 8. Addressee's Address ONLYi i X requested and fee paid) 6. Signature —'Agent �r X 7. Date of Delivery PS Form 3811,Apr. 1989 *U.S.c.Po.1989-238.81s DOMESTIC RETURN RECEIPT • SENDER: Complete'iteim oval,5hd 2 when additional services are desired, and complete items - 3 and 4. Put your address in" a"RETURN IM Space on the reverse side.Failure to do this will prevent this card from being returnedit6 you:T' eT tur receipt fee will provide you the name of the person delivered to and the ate of deliver .Fnn ada we ies t e o owing services are aval a e. onsu t postmaster or tees 1 an ec ox es or additional service(s)requested. 1. Show to whom delivered,date,and addressee's address. 2 ❑ Restricted Delivery (Extra charge) (Extra charge) 3. Article Addressed to: 4. Article Number Type of Service: Registered ❑ Insured ' Certified ❑ COD ��JJ Express Mail ❑ Return Receipt for Merchandise Always obtain signature of addressee or agent and DATE DELIVERED. Si t 6. e Addressee 8. Addressee's Address (ONLY if requested and fee paid) i t A nt J X 7. Date. f-Deliv PS Fofm 3811';.Apr. 1989 *U.S.G.PO.1989-238-815 DOMESTIC RETURN RECEIPT st4, G r Tafiw O-P S"0_.A ?&U� U 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 �►o .Coe*' AREA CODE 203/644-2511 aY &,e '"I /tom r tiS C. •.tu.k" r(�..e"kd �j'�•te''""'f �'" Qo May 23, 1990 TO: James A. Lombardi, Chairman, Inland Wetlands Agency/Conservation Commission FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer RE: Application #90-34P, Services Development Corporation DOCUMENTS REVIEWED: Application form for Roadway Package System, Inc. , Storm Drainage Calculations by Fuss and O'Neill, Inc.--, and documents submitted bound together (tabs A-J) . COMMENTS: 1. These plans are the same as plans submitted for application #89-104P; through revisions during the original application process my concerns have been addressed. 2 . Andre L. Charbonneau and Milton B. Bayer are the legal owners of the property. A letter has been submitted by Andre L. Charbonneau authorizing Services Development Corporation to file applications regarding this property. A letter from Milton B. Bayer has also been submitted. Fuss & O'Neill, Inc. , has been authorized to act as the designated representative for Services Development Corporation. 3. These plans do not indicate wetlands on the 1 .18 acres property which is the subject of application #90-45W. They also represent the wetlands as approved in application #89- 79P (May 21, 1990) . Henry T. Moeller's letters dated March 14, 1985, September 25, 1989, November 6, 1989 and December 7 , 1989 have been included with this application. The letter from Kipen J. Kolesinskas, Soil Scientist, S.C.S. dated March 20, 1990 has also been included. Application #90-45W should be acted on prior to action on Application #90-34P. 4 . The application form indicates 0.18 acre of we will be altered. This involves the filling of one of the remaining wetlands areas, approximately 60, x 1801 , on the site. . The total fill. calculation, as identified on the application form, is 2,137 cubic yards . James A. Lombardi Page Two May 23, 1990 Application #90-34P 5: The houses, garages, and barns existing on the site will be removed. The note on sheet SC-10 indicates that debris and stumps will be removed and disposed of off site. 6 . At the time of my review, proof of notification to abutting property owners by .certified mail was not submitted. This should be submitted to the Commission. 7 . A phasing plan is shown on sheet SC-27 and would appear to be adequate in limiting the area of land to be disturbed at one time. g . On May 21, 1990 when this application was received it was identified as application #90-46P. On May 22, 1990 I contacted Richard Boston, Project Manager and told him that to ease the tracking of applications this will be identified as application #90sil34P; the same number used on the Site Plan currently pending before the Planning & Zoning Commission. IF APPROVAL IS CONSIDERED SUGGESTED APPROVAL CONDITIONS INCLUDE: 1 . If the project is phased, Phase I and subsequent phases shall be submitted to Town Staff for approval prior to the start of construction; as has been noted on the plans . 2 . All demolition debris and stumps shall be disposed of off site; as .has been noted on the plans . JEM/pmm NOTICE OF INTERVENTION AND PMUESr FOR NOTICE OF MEETINGS .1W 18 '1990 South Windsor INLAND WETLANDS AGENCY) TO: South Windsor Inland Wetlands Agency / ConservatioYCONSERVATION COMMISSION Commission IN RE: Application 90-34P of Services Development Corporation for permits to conduct regulated activities on property located on the north side of Sullivan Avenue and the east side of Kennedy Road, South Windsor, Connecticut. DATE: June 18, 1990 Intervention Statement 1. John J. Woodcock, Jr. is the owner of property immediately adjacent to and abutting the property which is the subject of the pending application. 2. He is vitally interested in the environment and natural resources of the State of Connecticut. 3. This verified pleading is filed in accordance with, and with the intent of satisfying, the statutory requirements for standing set forth in the Connecticut Environmental Protection Act of 1971, Conn. Gen. Stat. § 22a-14 through 22a-20, inclusive, as amended, and specifically with Conn. Gen. Stat. §22a-19. 4. The above-referenced subject matter involves activities which would have or which are reasonably likely to have the effect of unreasonably polluting, impairing, or destroying the public trust in the air, water, inland wetlands, watercourses, or other natural resources of the State of Connecticut. 5. The review, approval, and/or issuance of permits to conduct regulated activities on the property referenced above constitutes behavior - 2 - which is reasonably likely to have the effect of unreasonably polluting, impairing and/or destroying the public trust in the air, water, inland wetlands, watercourses, or other natural resources of the State of Connecticut, in, but not limited to, one or more of the following respects: (a) causing and/or increasing the pollution of drinking water wells as a result of additional leachate production, infiltration and runoff, as well as causing and/or increasing erosion and sediment transport from allied construction and earthmoving activities; (b) interfering with surface water and/or groundwater flow and quality characteristics, resulting in altered hydrologic and hydrogeologic conditions; (c) increasing traffic flow and noise levels; (d) increasing localized litter as well as airborne emissions; (e) unnecessarily polluting, impairing or destroying inland wetlands and watercourses by filling, grading, removal of vegetation, pollution of water, and other construction and development-related activities; (f) polluting, impairing or destroying significant wildlife habitat resources and adversely affecting the ecosystem. WHEREFORE, John J. Woodcock, Jr. hereby intervenes in these proceedings pursuant to the Connecticut Environmental Protection Act of - 3 - 1971, as amended, upon the filing of this verified pleading in order to raise and address any relevant issues of law and fact. John J. Woodcock, Jr. also hereby requests pursuant to Section 1-21c of the Connecticut General Statutes, that the South Windsor Inland Wetlands Agency / Conservation Commission (the "Commission") give timely written notice to him of all hearings, meetings and other doings relating to the activities referenced above, and, pursuant to Section 1-15 of the Connecticut General Statutes, that the Commission provide him with plain copies of all applications, correspondence, memoranda, plans, studies and supporting data previously submitted and hereafter submitted or presented to the Commission in connection with the above-referenced matter, and that it further provide him with an opportunity to be heard and participate in all proceedings where applicable. All notice and copies of documents should be sent to John J. Woodcock, III, Esq., 395 Buckland Road, P.O. Box 684, South Windsor, Cr 06074, as counsel for John J. Woodcock, Jr. THE INTERVENOR-John J. Woodcock, Jr. Jo J Wo cock, III, Esq. 395 B ckl Rd., P.O. Box 684 Sout Windsor, CT 06074 Telephone (203) 644-2431 His Attorney - 4 - STATE OF CONNECTICUT: : SS : SOUTH WINDSOR COUNTY OF HARTFORD: I, John J. Woodcock, Jr., acting for and on behalf of myself, and having been duly sworn, depose and say that I have read the foregoing Notice of Intervention and Request for Notice of Meetings and verify that the allegations contained therein are true to the best of my knowledge, information and belief. J. Wo ock, Jr. Subscribed and sworn to before 1 18th day of June, 1990. o J. JoAcock, III Coomissil5ner of the Superior Court s Raw G4hnOw aimbaumpc. Attorneys at Law R�i�,.;m• - _ DRobert8 tee, Pena S.Som>khs William R CaosreO - 100 Peatl Street � � � .- Robot B.Shapiro• Hollq Jean Bray Thomas M Divine• Anthony C DeFilippis,J. Hartfot+d,Connecticut 06103-4500 Leslie'r okar Mark).Lavoie Telephone Richard J•tea,Jr• Randall).Sabo David B.Lowe Steven M.Basche . (203)549.7230 Joseph K FoxNa J«mifa venue:Filler Thomas F. Fax No. Judith Setvaatone Shaw" (203)727-0361 Michad E Mulpeterf . Gisele MatieMorBat`Ikisdelie _ •A&mimal in Cr mW Ny June 12 " 1990 +Aged in Cr and MA 1 •t A"md in Cr.MA end N4 DCST James A. Lombardi, Chairman . South Windsor Inland Wetlands Agency/ JUN 18 - 1990 Conservation Commission t 1540 Sullivan Avenue South Windsor South Windsor, CT 06074 INLAND WETLANDS AGENCY1 CONSERVATION COMMISSION RE: 90-34P: Services Development Corporation 90-45W: Services Development Corporation Dear Mr. Chairman: This letter is to make a point for the record and to offer a suggestion in the form of a request regarding the handling of the above applications. The point I wish to make for the record is that 90-45W should have appeared on your June 11, 1990 agenda and a public hearing scheduled on:=that date for later in the month of June. I realize that said application was deleted from your preliminary agenda by your attorney, Mr. Rittenband, for whom I have the highest regard. Unfortunately, in this case, I disagree with his interpretation of your regulations and I want to be certain that the record reflects no acquiescence on the part of the applicant. Our request or suggestion is as follows. Given that . Applications 90-45W and 90-34P will first appear on your agenda on July 9, 1990, and given that you commonly recess for the month of August, it is possible that no decision will be reached in either case before September or perhaps October, 1990. That brings us to a full year since my clients first came before your Commission. It probably also means tht my clients will miss this building season so it is really a delay until spring of 1991. I believe that the circumstances of the past months which have led to this result are not the fault of Services Development Corporation and make such a result extremely unfair. f 'PIP Cph&$imbaumpc. This is -to request that you complete your work on 90-45W and 90-34P during the month of July. It can be done as follows: July9 1990:, 90-45W appears on agenda; Commission sets public earing and special meeting for July 30, 1990. - --- 90-34P appears on agenda; Commission tables to special meeting July 30, 1990. July 10, 1990: Mr. McCahill delivers to Journal Inquirer legal notices (enclosed herewith) to bet published first on July 12, 1990 (the Journal Inquirer needs two days lead time) 18 days in advance of the public hearing (statute requires 15-25 days) and second on July 23, 1990 (more than two days after the first notice and more than two days before the public hearing) . July 16, 1990 : Regular meeting of the Commission. Representatives of Services Department Corporation will be present to answer questions, supply information, make a list of concerns to be addressed at the public hearing (since the Commission is quite familiar with these applications I do not anticipate many questions but we will, as before, cooperate with the Commission) . July 19, 1990: Copy of boundary change request filed in Town Clerk's Office as required by statute. July 30, 1990: Public hearing opened, conducted, and closed on 90-45W. Special meeting held immediately thereafter to decide on 90-45W and 90-34P. Adjournment and vacation for one month with Services Development Corporation action completed. This procedure calls for unusual focus on these two applications during July. However, they are not new. you know them well. Staff knows them well. What is needed is not a major substantive review. but rather a procedurally accurate review. I also recognize that a public hearing and special meeting on July 30 is an imposition on members of the Commission whose time is already severely taxed. But I ask it as a matter of fairness on behalf of clients who have come to South Windsor from Akron, Ohio many times since last fall when this process started. -2- $imbaum pC. A final note-- I have full responsibility for this request. In the event that you find this request improper, please understand that it is my request on behalf of Services Department Corporation and I, not they, am responsible, for it. Very truly yours, David B. Losee t DBL/maw 2829a Enclosures cc: William Rlug Marcia Banach John McCahill Richard Boston -3- i ,� .; �I I i '� /� ____ __ ___ __ G_ 1 ______�__.._.__.._______.,_.__.___.___.__ ___.._ ___..._. _ __..._ ._..__._.. .__. _._._ .__.__._. - .__._____.__,_.____� 1� i ., ,30_1 -- ------ ---- - - - - -- --- ,� ;� ---- ;, ---. .._.__._ - t -�-- I __ --- :i __ ;, I I � i { a.a T: ,Tim � y30' /990 w/ d Q a `7 o`h �D �C � C l �aO i cAvL%i IOL90 nwa,,�w�_nvvtg _ _o-N _30 r{vLy lggc� I�uguc Ili 31�.-c-zv rL n 14 c � _._vu I-r to -- �E��rt F_r4 c F p--_YYn e M o RZC_L V D F- rnN---6 i iF tj 0iq N C� -- --- Z' Y 14 -- v 13 Ll C 1+_.F. A 2 i ; 'P-L A_n1 o 1J . - ,F1_N-C� ----RV AXLA_5 CE- - IPO -r-K E- � -- ------- -.. __ Cl,i�L�L-E.b- - ao- TN_J_9. ? _— ` i47 - - -------- ---- July 12, 1990 MEMORANDUM: TO: Inland Wetlands Agency/Conservation Commission FROM: James A. Lombardi, Chairman RE: Public Hearing, July 30, 1990 Due to the concern as to whether or not we will have a quorum for the July 30, 1990 meeting; I would request that all Commission members let either myself or Phyllis Mann, Recording Secretary, know whether or not you will be available for that meeting. This should be accomplished no later than the July 16, 1990 meeting and I would appreciate that it be in writing. Thank you for your cooperation. d Y OMM s�4 F -o-wn ole south 1540 SULLIVAN AVENUE , SOUTH•WINDSOR, CONN. 06074 ~4soR•co� AREA CODE 203/644-2511 July 17, 1990 Fuss & O'Neill, Inc. 146 Hartford Road Manchester, CT 06040 Attention: Richard L. Boston Dear Mr. Boston: Re: Application #90-34P - Services Development Corporation Due to the fact that the Commission was unable to have a quorum available for the public hearing originally set for July 30, 1990, -- they have rescheduled the public hearing for the application referenced above. The new date has been set for September 10, 1990. The Inland Wetlands Agency/Conservation Commission therefore requests that you consent to an extension of the original 65 days that the Commission had to conduct said public hearing. (The provision to grant extensions is found in Public Act 89-356 . ) We have enclosed a standard form for your convenience. Please send us this consent as soon as possible. We apologize for any inconvenience that this may present and thank you for your cooperation. Very truly yours, JJames A. Lombardi, Chairman Inland Wetlands Agency/ Conservation Commission JAL/pmm Enclosure LAW OFFICES JOH N J. WOODCOCK III JUL 2 '00 395 BUCKLAND ROAD �A P. 0• BOX 684 South Windsor JOHN J.WOODCOCK Ili• SOUTH WINDSOR, CONNECTICUT 06074 INLANb WEr ANDS AGENCY/ CONSERVATION COMMISSION *ALSO ADMITTED IN MASSACHUSETTS • TELEPHONE July 2, 1990 (203)644-2431 Ms. Kathleen R. Brady % South Windsor Inland Wetlands Commission 1540 Sullivan Avenue South Windsor, CT 06074 RE: Services Development Corporation Applications 90-45, 90-34 Dear Ms. Brady: John J. Woodcock, Jr., a party - intervenor in these matters pursuant to Connecticut General Statutes 22A-19, hereby demands that you recuse yourself from any further involvement, action or deliberations with respect to the Services Development Corporation applications, 90-45 and 90-34, now pending before the South Windsor Inland Wetlands Commission. His demand is predicated on your bias, prejudice and predisposition as to him, the undersigned and his daughter-in-law, Carla C. Woodcock. Attached hereto is a copy of a Letter to the Editor of the Journal Irx+uirer that was signed by you and published in. that newspaper on July 16, 1988. The letter speaks for itself, but for purposes of this motion, suffice it to say that it expresses extreme animus to Mr. Woodcock, the undersigned and Carla C. Woodcock, none of whom have ever had Any contact of any kind with you prior to your publishing this letter. It is further claimed that your continued participation in these applications would be violative of the By-Laws of the South Windsor Inland Wetlands Commission and the South Windsor Code of Ethics. that: The South Windsor Inland Wetlands Commission By-Laws provide in part i "No member of the Agency shall participate in the hearing or decision of the Agency of which he is a member upon any matter in which he is directly or indirectly interested in a personal or financial sense. Conflicts of interest not only involve the actual abuse of authority or when. a member acts upon any matter in which he is directly or indirectly involved in a personal or financial sense, but also involves those situations where there is an erosion of the public trust, or a situation • Ms Brady July 2, 1990 Page 2 is created tending to weaken public confidence and to undermine the sense of security of individual rights. Thence, as to the possibility or potential of conflict of interest, the Agency member must consider whether his participation in this matter is causing or may tend to cause the public to lose confidence that the decision made on the pending matter will be made fairly." (Article 4 By-Laws) The South Windsor Code of Ethics provides in part that: "No Officer, Official or Employee of the Town shall inten- tionally or with reckless disregard for the particular situation in question engage in their official Town capacity in any manner which would create or result in a conflict of interest. The existence of a conflict of interest shall be determined on a case by case basis. The person or persons making such determination shall be bound to apply the general standards of reasonableness (as such standards are customarily applied by the Courts of the State of Connecticut) to the relevant facts in each particular case as they relate to the criteria set forth in this code of ethics hereinafter." The official record of the South Windsor Inland Wetlands Commission shows very clearly that you have time after time been supportive of Services Development Corporation's applications in a most vocal and active manner. Should you not recuse yourself from the pending Services Development Corporation's applications, it is my client's intention to file a formal complaint with the South Windsor Ethics Commission and to pursue whatever legal remedies he has available to him. These applications are scheduled to be introduced to the South Windsor Inland Wetlands Commission on July 91 1990. Your response to this letter and the demand contained therein by said date, would be much appreciated and most appropriate. Thank you for your courtesy and prompt attention. Very t my your r (: O J. O cC , III JJW:dd cc: South Windsor Town Clerk South Windsor Town Council Attorney Richard M. Rittenband, Esq. t i .i ` Woodcocks exempt themselves from the rules',,&1n1 P ; Are there two sets of the state Department of Environmental ' LETTERS rules in.South Windsor, Protection to do his dirty work in a personal one for John and Carla dispute with a local industrial builder. oodcock and one for Carla Woodcock also appears to have an W TO THE everyone else? ax to grind and has shown a willingness to Ed ITOR Your- June 23 report use her public office to do it. The chairman about the roles played by of the Planning aad Zoning Commission and the Woodcocks in an ap. a member of the`Town Council — De- _ plication to the Planning and Zoning Com- mocrats,like the Woodcocks- said Carla mission raises serious questions about their. woodcock was interested in pursuing use and abuse of power. personal vendettas.' It is not the first time that John Wood- The Woodcocks can't have it both ways. cock,a state representative,has talked one They should not be allowed to resort to a way to the public while his actions have "do as I say,not I do"attitude.John and been different. - Carla Woodcock need to be reminded that For instance, John Woodcock is no in South Windsor.there`is only one set of stranger to appearing before the PZC.Just rules—.and they have broken them. g Pp 8 We deserve more from our public of- last year he argued against building any ficials.South Windsor's Woodcockgate is an new homes for families in South Windsor. embarrassment to the town. But last year he also appeared before the 'Kathleen R. Brady PZC to request a zone to allow construction South mnd*4 of condominiums by a client.`John Wood- _ _ - cock must think that his words and actions don't have to match. NQw Carla Woodcock, a member of the South Windsor Planning and Zoning Com- �l mission, proclaims.'her innocence in a scheme to help a family friend and business associate, Robert. Sheridan. It seems that l_ Carla Woodcock's open proposal to the PZC would have:provided Sheri adli with a free road, to.be built at the expense of a de-. veloper who owns adjacent property. Public records show that Sheridan con- y tributed financially to Carla woodcock's , campaign. He also has contributed to John Woodcock's campaigns. Allies of the Woodcocks undoubtedly will i try to explain away. these facts and those even more serious facts your newspaper disclosed,But this pattern of actions raises questions-about two public officials who never tire of condemning others. This year=;John Woodcock attempted to use his office as state'representative to get - t 1 y { WOODCOCK V REFRIGERATION COL inc. HEATING • AIR CONDITIONING • REFRIGERATION • ENERGY MANAGEMENT 30 Kennedy Pd., PO Box 1133, South Windsor,Connecticut 06074 - (203)528-4144 Fax: (203)528-9943 July 6 , 1990 Town of S . Windsor 1540 Sullivan Avenue S . Windsor , CT. 06074 To whom it may concern : We are writing this letter to request copies be made for us of Application File # 90-34P. Copies are to include All pages and site plans . Sinc e Johdcock, Jr . Pre JJW: cb OVER THIRTY YEARS IN BUSINESS t ��O'N N 8 t•+` F Tom o-yesaum V&U&ot C � w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �Iosoe,Ca AREA CODE 203/644-2511 August 20, 1990 TO: Current Abutter FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer RE: Public hearing of the Inland Wetlands Agency/Conservation Commission Pursuant to section 9 .5 of the Inland Wetlands Agency/Conservation Commission Regulations, as an abutting property owner, you are hereby notified of the Public Hearings to be held on September 10, 1990 at 7:00 p.m. in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue, South Windsor. Please see the enclosed public notice; the applications are identified as #90-45W, Services Development Corporation and #90-34P, Services Development Corporation. Thank you for -your attention. pmm Enclosure )'NV ?A 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 !~�soe.coN� AREA CODE 203/644-25U June 28, 1990 Mr. John J. Woodcock, III, Esquire 395 Buckland Road P.O. Box 684 South Windsor, CT 06074 Dear Mr. Woodcock: Re: Application #90-34P and 90-45W, Services Development Corp. In response to the Intervention Statements (dated June 18, 1990) that you submitted to the Inland Wetlands Agency/Conservation Commission for applications 90-34P and 90-45W, we would be glad to provide you with plain copies of all applications, correspondence, memoranda, plans, studies and supporting data submitted and hereafter submitted to the Commission in connection with the applications pending before the Commission. In accordance with Section 1-15 of the Connecticut General Statutes we have calculated the estimated cost of reproducing the file to date and would request prepayment as follows: Application #90-34P 171 Pages at . 25 per page = 42. 75 32 sheets for site plan at $1.68 = 53. 76 Application #90-45W 143 pages at .25 per page = 35.75 3 sheets for map amendment at $1.68 5.04 The total fee to be prepaid is $137 .30. At such time as this is submitted, we will gladly reproduce the file and make arrangements to secure -copies of the plans for you. You also have the option of reviewing the files and selecting the material you desire to have copied. PF `own o-P S-O-U A 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 ~�soR.co�� AREA CODE 203/644-2511 HEMORANDUN DATE: January 11, 1990 TO: The Honorable Julia Tashjian Secretary of the State of Connecticut RE: Schedule of Regular Meetings - 1990 Inland Wetlands Agency/Conservation Commission The Inland Wetlands Agency/Conservation Commission meets the second and third Monday of each month. Below is the tentative schedule for 1990. 7:30 P.M. Council Chambers or Madden Room January 8 July 9 * January 22 July 16 ** February 5 **** August *** February 26 ***** September 10 March 12 September 17 March 19 ****** October 15 April 16 October 22 April 23 ******* November 19 May 14 November 26 May 21 December 10 June 11 December 17 June 18 1991 January 14 ******** January 28 PROJECT NAME/LOCATION APPLICATION DATE r NOTE TO TBE FILE: Re: l r �ti 1c°tU Wc� .1 .. :• ��tl.eJ. ��C.l.,s.�. gos ��. C �ty� Cos ►��, . pia woucic S 7 ✓i V o,n ✓►n e c� c��c� rl o S� oh o van Avenue old �; ; s 0 BMW Signatur 1 n t Vi VVYWAVi (V/.V r V IV VV r 1T'V'T i LVV ILIVJV 1—LV-J Ui+*--3f --LL&BirnbaumpC. Attorneys at Law VZ1 o neasicut 06103.4300 Tel helm{203�5494230 Fax No, (203)727.0361 September 10, 1990 South Windsor Inland Wetlands Commission Town Hall Sullivan Avenue South Windsor , CT 06074 Re: Services Development Corporation Dear Sir/Madam: This is to notify you that applications 90-34P and 90-45W are hereby withdrawn. ry tru y y urs, vid S. Lose.e Counsel to Services Development Corporation DSL/ljh 1888a $F7 a � a,&Sort,& Vzo1z"iAlat 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R-co�,� AREA CODE 203/644-2511 May 23, 1990 TO: James A. Lombardi, Chairman, Inland Wetlands Agency/Conservation Commission FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer RE: Application #90-34P, Services Development Corporation DOCUMENTS REVIEWED: Application form for Roadway Package System, Inc. , Storm Drainage Calculations by Fuss and O'Neill, Inc. , and documents submitted bound together (tabs A-J) . COMMENTS: 1 . These plans are the same as plans submitted for application #89-104P; through revisions during the original application process my concerns have been addressed. 2 . Andre L. Charbonneau and Milton B. Bayer. are the legal owners of the property. A letter has been submitted by Andre L. Charbonneau authorizing Services Development Corporation to file applications regarding this property. A letter from Milton B. Bayer has also been submitted. Fuss & O'Neill, Inc. , has been authorized to act as the designated representative for Services Development Corporation. 3 . These plans do not indicate wetlands on the 1 . 18 acres property which is the subject of application #90-45W. They also represent the wetlands as approved in application #89- 79P (May 21, 1990) . Henry T. Moeller's letters dated March 14, 1985, September 25, 1989, November 6, 1989 and December 7, 1989 have been included with this application. The letter from Kipen J. Kolesinskas, Soil Scientist, S.C.S. dated March 20, 1990 has also been included. Application #90-45W should be acted on prior to action on Application #90-34P. 4 . The application form indicates 0.18 acre of wetlands will be altered. This involves the filling of one of the remaining wetlands areas, approximately 60, x 180' , on the site. The total fill calculation, as identified on the application form, is 2,137 cubic yards . r James A. Lombardi Page Two May 23, 1990 Application #90-34P 5 . The houses, garages, and barns existing on the site will be removed. The note on sheet SC-10 indicates that debris and stumps will be removed and disposed of off site. 6 . At the time of my review, proof of notification to abutting property -owners by .certified mail was not submitted. This should be submitted to the Commission. 7 . A phasing plan is shown on sheet SC-27 and would appear to be adequate in limiting the area of land to be disturbed at one time. 8. On May 21, 1990 when this application was received it was identified as application #90-46P. On May 22, 1990 I contacted Richard Boston, Project Manager and told him that to ease the tracking of applications this will be identified as application #90-34P; the same number used on the Site Plan currently pending before the Planning & Zoning Commission. IF APPROVAL IS CONSIDERED, SUGGESTED APPROVAL CONDITIONS INCLUDE: 1. If the project is phased, Phase I and subsequent phases shall be submitted to Town Staff for approval prior to the start of construction; as has been noted on the plans . 2. All demolition debris and stumps shall be disposed of off site; as .has been noted on the plans. JEM/pmm j;Ctlyro 9�1- Birnbaumpc. Attorneys at Law SEP 11990 100 Pearl Street South Windsor Hartford, Connecticut 06103-4500 INLAND WETLANDS AGENCY/ Telephone CONSERVATION COMMISSION (203)549-7230 Fax No. (203)727-0361 September 10 , 1990 South Windsor Inland Wetlands Commission Town Hall Sullivan Avenue South Windsor , CT 06074 Re: Services Development Corporation Dear Sir/Madam: This is to notify you that applications 90-34P and 90-45W are hereby withdrawn. eery tru y y urs, avid B. Losee Counsel to Services Development Corporation DBL/ljh 1888a