Loading...
HomeMy WebLinkAboutDrain Layers Permit 116 Edgewood Drive (2) 7B./X '�78.� ic.iX E.190,744.29 E.190,395.55 : l Z)=7.3 N/F A44V✓. a TRUDY a /F L F UZ ETN 78.6 o 79. L =27' 78.4 xT ARKAV Poo/ 9� ®6 6B� `` X 79./ X J L= 0 B/r27.5 �o /0I 5i' , B/r. 76./ 1 _ B/r ` 1 X775 x S E 5 / f. D /� 4.5 X76.2 - Q 120 / Y.7/. / X76.6 d 9' 3 /9 "Y9 96 a 7.D SN 39/g 6.4 .T 28 � I L z zi G X7 °k2 0 81- 45, X774 I 79.3 r �� X 2 d_ 8.$/ / © j 1� 109-94' x i L = 28 1 79. 778 Q /Poo/ �, � X77.4 Q v N/F T WNC�- 8•.. 124 T L 9' T .3 D= ! \ 7.2 `rl H# 52 \ o L— Q et N/F TOWN CF SOUTH W/a t=31A2 ^ FROCCOSB \ ICJ ✓ ANNE L.CALDERON/ . N/F STANLEY A ± 1 M F}#55 N/F ROBERT G. a N/F RAY D. 8 M R L/LL/AN S. EN RG p/AA- D.LIMFORD \ BARBARA M. DOWNS `� VN#53 ,vv J0 MH #54 s7A 2 �5 i�a SrA 25�6 SM 14-5 EL 75.69 f vl/ `./D v INE Comer C8 Curb it / �� i0 ,a 0 0 0 ON �i iNo ��� oo - o T3 AO o L r ` r ,� o N v l / OExisting Ground - 75 A IeRcP Cos V - — — 70 V 116 Edgewood Drive S. Windsor, CT 06074 t C�✓� December 9, 1965 South Windsor Town Manager Town Mall , Sulivan Avenue South Windsor, CT 06074 Dear Mr. Sartor : This letter is mainly to thank you for your attention to the water table problem that I first wrote to you about on October 11 . To begin with, I was glad to have the opportunity to meet with you a few weeks ago and discuss various aspects of this situation in person. It was obvious that you were informed on the sub3ect. Secondly, I received a copy of the 1982 ground water study from the Town Engineer. Thirdly, I was told by Phil Braender that you had inquired about the map I mentioned which shows an underground stream passing through my property. He also mentioned, as did Mr. Martel's letter, that the possibility of connecting my footing drains to the nearby storm sewers is being investigated. I have a few comments concerning the study entitled "Groundwater Conditions of the Parkcentre Development, South Windsor, Connecticut" . It referred to an "accompanying map" which was not included with the copy I received. The study seemed to me to be somewhat vague and undefinitive. (Five pages were devoted to the study itself, and ten pages were devoted to Environmental Management Counselors and the three consultants. ) Perhaps the most interesting item in the report were two references to ditches that substantially lowered the water table in their immediate vicinities. Can future earth-moving activity in Parkcentre include such ditches near our neighborhood, especially near my property? I have continued to think about the "randomness" of the water table height over the years, and I must say this: The level of the water table, as observed in my sump hole, has been reasonably commensurate with the time of year and magnitude of precipitation throughout the twenty years I have lived in this house. . . .until this summer! I still believe that the likeliest explanation for this unprecedented water level is that earth moving activities in Parkcentre have affected drainage, quite possibly altering the flow of my infamous underground stream. I hope to explore this theory further, and_ I certainly wouldn't mind if the Town did the same. I look forward to hearing from you when further information has been developed. I very much hope that the efforts being expended to explore this problem will lead to concrete steps to alleviate it. Thanks again, and have a happy holiday. Sincerely yours, r' S ant ey Greenberger t"Vol N S f,( w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 l�dsoe•co AREA CODE 203/644-2511 December 2 , 1985 Mr. Stanley Greenberg 116 Edgewood Drive South Windsor, CT 06074 Dear Mr. Greenberg: Enclosed you will find a copy of the report that you requested. I will contact you as soon as we have made a field investigation relative to connecting your footing drains to existing storm sewer drainage. Very truly yours , 1"Richard P. Martel Town Engineer RPM:bmr Enclosure cc: File • 116 Edgewood Drive S. Windsor, CT 06074 October 29, 1985 South Windsor Town Manager Town Hall , Sullivan Avenue South Windsor, CT 06074 Dear Mr. Sartor: Thank you for your October 23 reply to my letter of October 11 . I appreciate the fact that you consulted the Town Engineer and gave consideration to my problem. However, I must concur with your closing comment to the effect that "this is not the response you would have preferred" . The purpose of this letter is to respond to some of your statements and to emphasize some points that do not seem to have made a sufficient impression. First, I cannot accept the suggestion of the Town Engineer that because rainfall this summer was "significantly above normal", the presence of water in my sump hole is reasonable. I have lived in this house for 20 years, and we have certainly had wetter summers (following wetter winters, in fact) , but my sump hole has never before had several inches of water from midsummer through October! Something is different now. Secondly, I suggested that the only factor that I know of that may have altered the hydrogeology of this area i5 the activity in parkOcnter . I think this is a pretty good theory, but you ignored it in your reply . Thirdly, you mentioned the possibility of negative effects on wells and/or the use of land for agricultural purposes if the water table were lowered. This possibility simply does not exist because: (1) Almost everyone around here has city water. (2) The water table seems to be within four or five feet of the surface (at least on my property) now. Lowering it to ten feet beneath the surface will hardly hurt anyone who counts on the availability of underground water. Fourthly, I said that the water table in this area has risen to the point where it probably fits the definition of "inland wetland" . I would think that this alone bears looking into on the part of the Town. Your letter of -October 23 made no mention of this point. Fifthly, I indicated that the Tolisanos, who live across the street, have also observed water in their sump hole which is even more unusual than in my case. I must reiterate that they are very concerned and are as anxious as I am to press this matter. Therefore I am again requesting, on behalf of myself and Mr. Don Tolisano, that the Town pursue this matter without delay and take concrete steps to lower the water table in this area by several feet. I must repeat my October 11 statement that citizens of this Town should not be victimized by events that should not have been allowed to occur in the first place. I look forward to hearing from you soon. Thank you. Sincerely yours, :�, , �=:�_(-��"..�:.j✓mil:^-�' c) J Stanley Greenberg" 1 4 y• Pr .4 �e 7 �� OPS 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 �NpSaR c AREA CODE 203/644-2511 RICHARD J. SARTOR Town Manager October 23 , 1985 Mr . Stanley Greenberg 116 Edgewood Drive South Windsor , Connecticut Dear Mr . Greenberg : Thank you for your letter of October 11 , 1985 , in which you express concern with regard to the water table in the area of your home . As you noted in your letter , for many years you have periodically been required to pump groundwater that gathers in the sump that was designed and intended to protect against water in your basement . A sump pump is , of course , a standard feature in many homes in South Windsor--because of the necessity for this type of protection . In your letter , you specifically refer to the fact that your sump has , in past years , generally been dry throughout the Summer and Fall months ; and that you are concerned because , this Summer , groundwater seeping into your sump has required pumping . I have discussed this matter with our Town Engineer , and he has indicated that--although it is correct that drought conditions existed from last Winter through the Spring months of 1985--we have found that , during the Summer months , rainfall has been significantly above normal . Therefore , it is to be expected that the groundwater level would rise . The Town Engineer has , therfore , indicated to me that sufficient cause does not exist to consider a hydrogeological study , of the scope that would be required , based upon the information you have provided . There is , additionally , a concern on the Town ' s part that , should steps be taken to attain the goal you desire (i .e . , lowering of the water table) , there could be a significantly negative effect on wells and/or the use of land for agricultural purposes . I realize this is not the response you would have preferred; however , I believe it would be misleading to indicate otherwise . Very truly yours , To n Mana 1)r RJS : prb 116 Edgewood Drive S. Windsor, CT 06074 October 11, 1985 South Windsor Town Manager Town Hall , Sullivan Avenue South Windsor, CT 06074 Dear Mr. Sartor: I am writing to ask that the Town take action to alleviate a problem that has come to exist in our neighborhood and which affects me most seriously. It has to do with the level of the water table. My family and I have lived in this house for twenty years. Almost every year, the water table rises in the late winter and spring to where my sump pump is all that stands between us and a flooded basement. (The basement is fully finished, by the way. ) ° This has been a rather nerve-wracking situation, and I often wondered if I should try to enlist the Town's aid, but I did not. Throughout the years, my sump hole has always been bone dry during the summer and fall, which was at least a bit of a relief. However, since mid-summer, my sump hole has had several inches of water, the exact level varying with the rainfall situation. Furthermore, my across-the-street neighbors (the Tolisanos) also have some water in their sump hole which is slower to have water than mine. I would have found this suddenly higher water table worrisome under any circumstances; but when you consider that this is supposed to be a drought situation, it's downright alarming . I have also learned that several trees that were uprooted by hurricane Gloria showed signs of "root rot" due to wetness. There seems to be no question that the water table in this area has risen to the point where it probably fits the definition of "inland wetland", if it did not already qualify as such. The only "theory" I can offer to explain this scary development is that activities in ParkCenter (as it was once called) have - - - - - impeded the drainage for this area. Indeed, Nutmeg Road now connects with Newberry Road, and perhaps it is cutting off the flow of underground water towards the river. �1 pG� �'�%o�'4\o t2 In any event, something is different than it was before, and there must be a reason for it. We have very good cause for concern. A number of homes in this neighborhood have had ground water problems over the years. And I personally shudder to think of what may happen during the upcoming "pumping season" . Therefore I am requesting, on behalf of myself and Mr. Lion Tolisano, that the Town pursue this matter without delay and take concrete steps to lower the water table in this area by at least two feet. (Five feet would be better! ) I realize that this is not a trivial request, but citizens of this Town should certainly not be victimized by events that should not have been allowed to occur in the first place. I very much appreciate your attention to this matter, and I look forward to hearing from you soon. Thank you. Sincerely yours, Stanl-e�y Greenberg; Environmental Management Counselors,Inc. 165 Oak Ridge / Berlin, CT 06037 203-828-0787 f . GROUNDWATER CONDITIONS s OF THE ;► i I PARKCENTRE DEVELOPMENT, SOUTH WINDSOR, CONNECTICUT ( ' �i I i i It i Submitted by: Leon J. Gorski, Ph.D. , President j D. Reed Ostrander, Ph.D. , Executive Consultant Charles Wm. Dimmick, Ph.D. , Executive Consultant March 9, 1.982 --n:-iron mental 'pwaluufion-S lVa ter Resources Larid Use 1111 pact Ski fernertts I Pre-planning GROUNDWATER CONDITIONS - PARKCENTRE DEVELOPMENT, SOUTH WINDSOR, CONNECTICUT Introduction The Parkcentre Development is an industrial pars complex in .South Windsor bordered on the west by John Fitch Boulevard (U.S. Route 5) , on the north by 'Governor' s Highway, and on the south by South Satellite Road. To the east is a residential development called Pleasant Valley Estates. Both the industrial park and the residential development have a history of high groundwater problems. ' - 1 EMC, Inc.- was asked to investigate the groundwater situation in and !� !i near the industrial park and to determine what effect, if any, the activities in the park, past and future, might have on the ground- water in the adjacent residential area. i!s ' I. This report was prepared by Dr. Charles Wm. Dimrmick, a Certified i► Professional Geologist, whose background and credentials are attached t to this report for informational P purposes. Materials used in prepay- ing this report include boring data obtained by Engineering Services, Inc. , Glastonbury, Connecticut (Clarence Welti) in September of 1967 and by Geotechnical Consultants, Inc . (on contract to Purcell Asso- ciates, Glastonbury) in June, 1976. Pertinent data from the boring logs is included in Table I and test hole locations are shown on the - I 7. accompanying map entitled, "Groundwater Study of the Parkcentre Development. " a r Geology and -Soils s The entire area is underlain by old lake bed silts and varved clays on top of which are 12 to 20 feet of alluvial and glacial 71 2. outwash sands. The top of the varved clays is remarkably flat (about 3 ft. variation In elevation) and the variation of sand thickness is mainly a reflection of surface topography. The soils which have developed are a reflection of topography and depth to groundwater. All of the soils show. presence of a seasonal high water table . Where this seasonal high water table is more than a foot below the surface, Sudbury and Ninigrit fine sandy loams have developed. Where the seasonal high water table was historically at i or almost at the surface, Walpole fine sandy loams developed; and where the water table stayed high year-round, the very poorly drained Scarboro• loams developed. Long use of the land for agricultural pur- poses included partial drainage of the wetter areas, but this has not changed the basic soil characteristics. Recent construction activi- ties have involved massive redistribution of the surficial materials over much of the site, making it difficult to determine in the field what the original soil conditions were. Thus, for this report, we have depended on the February 1962 Soil Survey of Hartford County, Connecticut and the "South Windsor Inland Wetlands and Watercourses" map of March 1974 for pre-construction conditions. Groundwater Conditions Inspection of soil and topographic maps reveals that ground- i water would have been very near the surface, nredevelopment, on both the industrial site and the adjacent residential site during the wet seasons. Much of both areas are underlain by poorly drained and very Poorly drained wetland soils. Groundwater would be at its highest } ' I 3. elevation (about 78 ft. ) just north of the playground N.W. of I Edgewood Drive, with the water table sloping to the south, east, I; and west. Within the residential development, the groundwater would be highest (75-76 ft. ) just west of the north-west section of Judyi Lane sloping to both east and west. The water table mounds under Barbara Road sloping away in all- directions, and slopes both north and south from the lots lying on the south side Of Judy Lane. Originally, the slope of the water table to the west was more to the southwest and was very gentle, about one foot vertical for every 300 foot horizontal, or a slope of 0. 34%. Two man-made constructions have changed the picture. The first was the digging of the old farm ditch which lies on the I border between the industrial park and the residential area. This lowered the wet season water table as much as three feet in the i vicinity of the ditch and Newberry Road. Except for those homes within 200 feet of the ditch, it would not have had a significant effect on water levels within the residential area. The. second change was the excavation of the area between .the old ditch and Newberry Road and the construction of a new ditch. This has dramatically lowered the wet season water table on the industrial site, in some places by as much as six feet; but the effects would probably not be noticed in the residential area except for a slightlowering of water levels in the backyards of the two homes just south of the playground. . In summary, none of the activities on the industrial site have I 'i raised the water table on the adjacent residential area, nor have I i i 'a' • - J 4. they cont=�^uted to a significant lowering of the water table more than 200 frame actual construction. C-rc-i-adr ester Fluctuations Both tl:e wR--"a=:d and non-wetland soils in this area are subject to dramat_c =a= -ci longer-term e :,ges in groundwater level. It is notZsraT tr; - .^ an area of Walpole soils with water at the surface_ r_a and t e dn_t..- to the water table six feet down in late %mat_ _oth shorter-te= and longer-term fluctuations are also c=mcr_ fp=ems placed cr. e Parkcentre site by Palm- berg and F-.:ssc srcw ___ 'water table r_s_ng one and one-half feet in a week afiC-ez a pe;Tcd z—F eavy rainfa=l and dropping one-tenth of a foot per da:-.- Cri a lcnaer te-n, groundwater levels were very low C_mnez:t_cut from 1957 to 1964, were very high in the mid-197C's and d_c__ed dra_matical:v again in late 1980 through August of =9?Z_ 't �� time of this r_pert, groundwater conditions are close tc mc_uaaZ_ fne prob'emr: with these fluctuations is that they are of -hE same c_-e_ cf wagni--ud_ cr larger than the changes due to con=t-=ticn ,=mod thus urculd mast the effects of construction. Future Construc�zcn - Plans far the p rcEntre site include partial filling of the area previc-usly E�^=.at _ As long as there are underdrains placed under the f _t arid tre _i_1 is mostly free-draining material, there should be no =icy` adverse effect en u.ater table levels. Table 1 - Testhole Data used for parkcentr`t15tudy Ground Ground water Elevat}off Hole No. elevation elevation of da _";: Dae..drilled W-3 74 70 61. 5 9/j/67 � . f W-4 72. 5 68 . 5 58 . 5 9/l/67 I W-5 72.5 69 58 . 5 W-7 77. 5 72 61. 5 9/5/67 PV-2 (1) 73 69. 5 58* 6/24/76 PV-4 75 71. � 61 6/23/76 PV-101 74 70. 5 ?** 6/24/76 PV-102 (2) 72 66 59 6/24/76 Holes with numbers starting with W were drilled �.y Engineering Services, Inc'. (Now Clarence Welti Associates Inc. ) Holes with numbers starting with PV were drilled by Geotechnical Consultants Inc. for Purcell .'associates. * Hole stopped at 15 ' without reaching clay. ** 10-foot hole depth I (1) Two feet of fill; original soil level 71 ft. elevation; wetland soil type. (2) Four feet of fill; original soil level 68 ft. elevation; wetland soil type. i .Water levels in September 1967 were preceded by two months of relatively -- -- d-ry weather, but heavy rain August 26th - 27th. Water levels in June 1976 were preceded by a normal spring with no early drought: --- - . .. ,rr ,r I Name: Charles Willian Dimmick Present Status: Associate Professor of Geology. Central Connecticut State College New Britain, Connecticut Associate Consultant Environmental Management Counselors Berlin, Connecticut Education: B.S. - Colorado School of Mines, 1962 - Geological Engineering M.S. - University of Florida, 1964 Geology/Biology Ph.D. - Tulane University, 1969 - Paleontology i Exoeriepce : College. Instructor of courses in Geologic Field Methods , Physical and Historical Geology, Geomorphology , Geochronology, Seismology, -Astrogeology, Cosmogony, r]inerology, Oceanography and Environmental Geology Geologic Engineer - Mobil Oil Company, New Orleans District Office - Well-log interpretation and computer- programming of I subsurface geologic information, 1965 Recipient of grant for advanced study, Tulane University - National Science Foundation Primary research interests include hydraulics in* relation to' inland and tidal wetlands in pre and post development conditions, soils determinations regarding inland wetlands and identification of soil/plant associations, Engineering water retention systems and erosion and sedimentation control methodology for application ' r ` to land and marine development procedures Associate Consultant of Environmental Management Counselors with primary responsibility in wetland soils identification, geological interpretation and engineering appraisal i � it _ ,I 1.:r a I-,-•�ilKs1-� ."fi I I Is, o ' ,1. /... {. .I 1 , ;,, ` '7 ' �• I.: . .t f' �) ' . . 1. ,'. ,I,' A l .1 '1 1 ,; '.I{ �" + tt, 'I,1 1 , .tlt.•', ., .'1, ..J, !Fi.s:li;lr{ Ij 'fr , •r',"r.: I).• ,i IA, I0i1 ` t i f• •, 1 1, !r , ', . t ,, f Jr ',l•�"•}'�'. .`i: .1't•iS r.. , 1. I .,-� ,t ,. I I^ , `i•` t •1_ ;'.1, I?,1 n,'1 t}'t f,l.'r,.1- $at?2;('A 1'r ••S•n,.:Ii}{J ,f}. 'q• • •t 1 , 'h •S h� .I �'` . . it , J. 1• ,f, l ?a`�ti'i .)./Y,�., ,t 7,a•• •.1:{E`1 P.b. rl..,l, ,'1 j1:1 !, .t ' % !'i.� !•' , 'S 9' (y; y'1.j' •f ll,'r •,4 f I }I,tf; , -.-.. y'y! 1 's! 9'i,1=1 j:P.•Lr .t:-ci% n i.,a l y n I .., } ! I I C i f' !/ 1 •i,, 4 :'s 1. 3 >,t oMl s '-i;.t_i,i, if•• 1 'i�t k,.., 'Y." .i ', f �i� +l"1' .1. ''r t,��1'( •i: �1 �T•+ ,P' . i�•s'rnd.rl.�'�y. ,sYC{'. roF: ..1. •t'i•ri •3. I,L�'r al'�1 f`i. 11 r + :i ` ,)•':%'1r }�,! .y.,,f t•./,�. .� 'nf -,:f }, '.l^tl t'1' -r .". } .�s .y.,. d•�'•.. i` , rl' G...r.y!`rr r is : I ;f I'`` J 1 ,•'f"'A' �:1•F.r',, �� '•1• �"71.a'r't." ,l. Y,.I,� 1 J .1 Yo 1t �.'`v; l:;'•t, I� t a i.d- 1•I 1 '�•'1'r I :1;. 4 •.a.. ., r-1„c:'�ty r•r'I:' I'h1A .1.! )', I.., c ,' r'11 ;1 , �! ,` 1 1• r'!:• V. II ,r. .,t.!' is 1!,_.r11.1.,.,;,,:r. .t, .t ;i' f i'. ,';,•a .`,., �. 1•',,', •�� ,a'..•� fa.. Z• G,,. ,�.. I;r.l �;!•i 1P?.• ,a•.t ,i,, :', I ,` 1, r. ! :;t i� 'i+p:'::P1,f tic :�C+ �' .r '''•st 1 1',. +:,_ r i•!+` i . L1 .air ti'C .,:;,jl P, .w .1. .�'::V:tr. .t.,: 1. ! '( •},..{ b.•1 V. } 1 t .�' C'+.is 1'Y:1.; .I} ii'•'1'.,. 'r,,;i 1.,,.:5i L`�i.'It,I . .:.'7 l ,. i1):,. t l 1•,}a.,r :.J,f: Ip'i •Ir ;i" ••�. '� � r''!•i.yi;l ../•., M1:' .1, !'r '1" ' 'd�t•�'!�y 11 r. )'r •>..' t'I + r4i�t / .1 ,1'., �1, f ,1� .{ •.r', •,, N7'^'t, _ '•I 1 }�1► • +..I, . r .,♦ 11 '4.:1 ''i ' SI�II i�`�,11� . ' .I.,i1 1' "i ;•e: rf •1.. ''' '.• i.• 'y; qq Y ,'�."11+f.! hr3f J.C,�. •!>, >F. 1 .l�trr l,G .,fSl t 1.. '�� IL 't fin, isi' ra , it 't +f'�•,•'y' I �-.:,' •h'.i 1' I 't. I�-(;-}-.V-Lr}..I'r r r- !tl'•-,:',1' I .. .i•.� -;111',.Ii ' .i. y I n S ,I; i; ,', ' (''L(' ;.,. ^1 ] 9,;i '1 'rl, ' .1 �• .) �'i ♦ )1 `f:• -'�;t. 1.'1"'�,� t `�''1 �i�' 'iN�,'" ,L rr 3 .r , ,r•• ( '1!, I+ L{ 1 j. i t 1. �. e: , l?' '}' �ty,•Nl a` ..I�tl.q., J''t.ta a) '}ti. 11 :I L i.l }: •Z,,..; r i (i,l `i' 1 iJ r .•I. 1h d.7' •'1 • �++ L. • l ;' ij t .l, .i' ^!F Y.:L i; . rr. 1' �,, 1. { '1 , f .,1. ' i , 1 tt , ... i •�.Y1. .•♦t Y-1':t.�. ,,�'.:lr'•$•.6 F ,..�f.� 'r`.`„<.S'!1. 1,P+S ,� 'i', i 11 ,w' .r I Ja ,A I .11: +q F 1 •! ",,. ►'r;y ' •./ 1!I..44,.. ,)i .: I 'r,,P'.t� r '�., L a,, ,Fl : LJ.,�, � .�' '� ,1. r 1 '�',i '•f•, ,t i1 l •� i.• �y , t i r/1;4.'Y * 1y 1/1/r ''11$, i V.r'I•,,t r��,�Lis ', J1.,. ..1 :.c � I 1. 1 7. 1,1. ,,%,`.i, .` J f ••1. 1•"i'•';:(. 1.:'1 <<'. .I b , �1"i ,.t 1 del .,Ir:l,. ,. {. :�I. 1 ,."1,1,. t 1 r, r�. 1 / I wA \•• •tdl. ,p dtil` .4't_ t t II•'I'1 f •1t I, rGd r ' y ;i,r Ilr .r'. '..s ? t, rt •fi''v. L' gip'. lj4"',� q+�1 y�'�1y,•I�• ,,•),,.�',I..11 '4,Y.f,+lf. {S r'•�} ,.� •� Y. is ;}'' �'•' 4n:{' ,i A. ;�' ,i:t J I, 1 ''''J..1.r ,1t• � j . U1� l% ,,11.. •„ 1fr1'Yr`rrtY•f` }' +,• 11 i " •1 i,�.,l .i .I:�r., .'l{•'.,�• 1. :'1 ) •,k,:.l: •i nj.�:11i'1�,,1.1. ,.` r• .1% ,�, 1 . a- ..�.' !b/ �',�ri. C.''i (.F E 'J:,i L 1:i.,',, •.1,'4p r"'n - .1,, I ,1,' ' /y..J ' � '1" fh, J I j.t ': 1, §�.,',Zf,51 r M1 �ti• � ,jr,�•w r f i i ,�':. , 1'�, 1 1 ,�. y,.r"r:!f• 'il( ,f`f`, I j }��•/yty1' '� U4,:I?i'�7 j •1.�+r. l'.1f A,L'ly;;r� V S:'it 'i• ,) .� i' 1' If '1 `.1, ( �',.,1 1 i ,,I , lr.Y,l+I1'.7°. i Ir. '© '' n t.'.'l 1r 1';.i�`e'f�i:4'� i� t !. .,1,.:'i J:' .,.i, I' :�,,r t. {I f �•�ll. 1"S.tr .r,•1 r j y I 'iV.1" Sl. .'!1'1.'I, IJ,;�,nyl .+i-4 M r 1,. I.' g Y :l.!, " 1' 1. i '.A• .1�r• .1,ii.}j A� r.•rr f.e.,i , Md. ��,•, f.r..1' `71 .� j Ar 11 .1s J I 11 n 1.,I;;t, }:" "'tJ :t' i` - 'A I, •s. I I' A I..' '•r t „),, { t� .d '•,'•' 1 I N •y.� i p �a l,`t :y 4)i, ss.1; a 11,14{ rJ , i> f 1.,r, 1 0 r r �ti,' i \,/• N '. ' �? SLi Sr I r .. I , t i t ,J 'i155I I .rl':1, '.i1,t. j C� �. :S7^'(vi��ifi�iiG'��;,!!r,' v..;-t `V '. 1 1''l .1 �� ), i P. ,; ' •l•'...,; L, V "!r., trr r��' ;NfL r• ? 1 'f r , 1. r. " f. )) 1� 1 I' 1t 1 1 JI,./-i•r.iv':1(:A"L,61Y .},l• '�. �+I,;l['Z, •f: 't,.:., I 1- p .f, r r c.r :1. I. ,�' 't% M .r �s-'c lllt fl•`pW I i� f 11i i ;`Iy <`j, 1 � 1 !Z ' i r�:r'1� , f I • ���•••...��� . .1: • • ?��.��,A.w..I i •�• It 'y , , 1. ".1',G ,I t t , Ir', }• }'t., ' �. `V u , ". !.••,}t('1 14;1. -.t; rl,1. e i �' l t itL,.zz ..,� i t Qd •1 i . �,,.0 i .{ jy l I. i!�' ' I r', 1 rJ, t" 1 t. .. .I. w. w 1 �,^'llll,f ry Cf r 7�1a 1 .11 li ))i + I:. �I I ' , 1 1 r , 'L i d 11 •! �; CY) ' L .ti 7•'I,\I �1)'P,,t'I1r1 `i I',,'.i,l�f ll'; ,J: 7 L '� { V 1 1 1 ,' i1, i I. 'tL t'',.1 ll �� ,•,t , k f r ? "I I ti 1. }.� I J ) t ,k� tq l r 1 y I' 4,,. , G'' .'Q I `'t 1 T'1 r 11 .. ,) . ',,I r .1. V O . . ..�, ' �4,,. " 6, . .1, J`1 I I•', I, 1 i' � PQ t�. l 'n , , , r i . f. {L 1 1 I'' 1 1Ip.-1 Is` .',I,r r ? I� i} L 'd V�J -.J '' i I �' U t4.rs F1 it;r II :y,r -. it Q 't ' 'r.? ,Z':'Q '1.� r Ilr l 11 r f T4,_.1/n� `.{ ' ' •,ti' , t r/ St r` /:'' 1, rl ', l t i s, I , rtt t 1 ,rfl KI'i, tt ljN 1;, 1 I I.t , L i%11 ! 1' ( rf ! O1. ) , k r i rt�rl:1 ti' �f ;- %1 :);iA ,�,'�j11-'!i� i '.4 ,h~•4 �,.. yI ' y1 ,J'' c1.i ,'t� A f P.1,;. .'�', ' ;t , ,• / I,•, •ak F''L• 1., •..a ••t.$', (;a: ,, 't .v. 1, , 1 t i.:',t• T „i i•,,. •' p{ .,i; I 1'. t..* •t..l't I r S i. t r.,,I l. r�1 SS 11 Vet I.: .... t,• } K�,i."rti•f� 1Y'l f•1 ;f 1 iI•U 1.., 1:'`�/ .. ', '.L�,+' qt 4lf� i.i v'r.;. ny' , f';t.•.•,..[!�)�I�:'cl1'1\' l 1 i i .• .(� ., '/ r' II l,Fy ::��l ./,.;J ? 4t , i ` 1+ , �: ;IIr1� 1 .i 1. ,.(, •rrt Q .4 V; '11 �iJ r.j �t�l1 r.111 �{�,{1 I,.t I !1 I l t. f r ?'i ) n ,t ,.+. 11 ,) �I. r 1.}'11�r�:1,i,•7.y+.:ylr tip 1�1 } .,. i- i� •5..'1 'i •+ I• U.1 !! ll �, tti �`, Is.- If , , .1 1i1'1 l•af•v•t•1' , 1.; 1. � . f �f;s i.�l.,l. .�,'•'i�,.x:'....}5cr++ 'P.,.1•r' 'f li :i• f!'1 .r �, t: < 1,+,1� 1. II ij, r'n.•, •r �,; rr ? }, .1•.,P.i',r,i 41r }?' r?1, ,�<;:11. f' !'t:r ".{''f'?1 }.�1:.1.:+ir� 1 ,}r 1• 1•J.. ri .,..1' 'r.f .' .Li CI /.l('i•';•.' ,1 r '.I." I .,` .--i 1 ;ri )'".11.�.1''t.J,j, y.. 1 3� 1�;t','Q� •,. ',J. :.'4��1i• 7' ':IL � 1.;,. 'i t ,'`' F':h.`.s, i'. ,.t. ,; d.r Ii...l 1• lty. 1 f f r. tS. •'111.11(..,,., I J. ,r' :)„�r .t .�',�'r-;'.,I t ?•t r' .fir ;r -/' , ,I% 1)ijil r .Y, e.1`: i ..j''"•- i u'u J'. ,I,. .,4- 1 )i,:.y J ,S, •i ` P' , ,.�, .j I j: .I�1{ID�'c,.•. , •, r •iy.•'i1.1r`•t !:�"•;r:•i,!' �i' �,,t sy t,.-'.'^t,I'�SI f,•a'„fIT, r ''i;.„,<: ,�•,�.1, ,� .". � 1 ). . A. ,. ,' 1 r i+Y •,� d t• I 'I ! i i --t 7��` i'- 1 1. )�'-`+ `150 ',' ,:, _ .. f i I t 1 W, .{t. r s 'r ly"1�' ,t yitO kI. I .1 z f + + 1 ' ,,r _r tl y • 1 L ` 1 •. f 'Iy !li�1.1-1 .+i1a ar 1L !r :� w f 11 ' '1 l '1 1 a ) LI j t r i r ! ,.` 1 y f . �`,1 tt 1'I Iy;' .'7 1 1 I �' 4'. 1 I I . !1 .I. I ' ,• ,�'I ' I,i' t ;^� 1. ii. ,' I t,' 1, - 1 .I 1 t 1; I f is ' 1• �� {I 1:% { L,V 1, 'I 1n -►L- ..1��I . �1. � 1 . I a 1t 1 1 I tt - I + 1�L, i• • VV i 1• 1 I . f I I , ',t ,•', 1 • ••' e t }S J`P 1 i i' , s t !. .) 1 ! , i•1 '• 1't I L .f., 1 - ? r ,,, ,1. ) � i- ' 1 1 j' 1 f 1 I O , F) 1 i, f� ,^ P 1. i '.1- .,. 1 r•L, •i f r. 'r . . , 11 rt , 1 I i '-�J -c , '• I .'i L r 1 ;f '.1•t f I , % i` f. , , 11.,`I j 1 I 7 l I L .1 1 I i , , t ' Al •'13 1 J 1.it I G.�. l 1 i' t' '•{ 1.: '):• , 1 y , ' tlr lt�fl,�'il} t i1.! ' ',. 1 fF,r {� ,1• ' ' - V ,'"1 ."� ,:i ,r a �1 ^.. I) ,r, 1 , , I l..l. 1 i /. 1 t•l{' 1•. • .s .i. ; C ^f I f 1 1 • J a I ,1 , i} c,1 1 t ,I F 1 i,)I , ., i ' ,t:l 1) '.IIy;,♦j , yl f.,1 V�' r 1 111 Olt'., I.(' r 7 t .{ ° i;: ` 1 ,+ - I r .f S'f vt~J I, 1 1 '•1• !- ,Ir�1. U N r• `[� Ii• I , `i' 1. ' 11 O T 1',r 3 .t, . �r t t 1 r~, ^ •I ••.v �,� 1 rI.+1 ( �. 1 1t :.G ' t ') ,11., �1 hI ai11 i1 1 I• a, l.n . t I• r' , r f 1, J.1 t P 1.F''•. 1 1 1 f' iy`�',.I r�. O ••4�J] `.'� 1.1 , ,I t. ' , I .Ito i, , t 1 f r ` `` ! , f •.1 , ! i •,,` - rL,.ni i.l .' f. 1 , ,N� (y'���f yi r1•4 'r. I I. , ; I r, .`1• l 1 r r I• 't., 1 I,1'' ,. ,' I' 1 1 ,' 1 , I t 1!i '".. ?, : 1 ,•1 111 � 1 V ,^1 _J N % /••.,i ,� •r ' ' ' 1 1 i + , .;y .— Chi"�`('� Q. I ', `1 t i I ., I . , f, 1 .r I . , rt` -1 1 t �} '�y • i tU '�I. j' 1 , ' t+ . . . M+ C� I r, 1 . ENVIRONMENTAL MANAGEMENT COUNSELORS Environmental Management Counselors ( EMC) was founded in 1973 as a direct result of a federally funded project designed to pro- vide scientific expertise to Connecticut ' s towns and cities wrestling with application of newly created inland wetland and watercourse - regulations ( P .A. 155 , Connecticut General Statutes ) . A consortium of biologists , ecologists , geologists , soil scientists , and hydrol- ogists applied their various skills to facilitate and coordinate environmental decision-making at the community level . The task was accomplished by advising the various community conservation and wet- land agencies involved . At the end of the 12-month funding period , i requests for assistance continued and resulted in the formation of a pr.ivate firm - Environmental Management Counselors . EMC provides comprehensive services in the development of a i complete site analysis including mapping of site characteristics , - I engineering evaluation , special feature delineation , geological i analysis and aquatic studies , each of which are appropriately documented as a matter of procedure for each site investigation . The following is a sample list of applicable projects that have been undertaken by EMC staff consultants in recent years : 1 . Environmental Impact Evaluation of Industrial Development Activities Adjacent to Tidal Wetlands , Fairhaven , Connecticut . ffi 2 . Evaluation of Environmental Implications of Residential Develop- ment on the Tulip Tree Properties of Darien , Connecticut. 3 . Environmental Evaluation of the Development of the Carriage -- -- Hill Shopping Center on the Post Road , Westport , Connecticut . PP g 2 - 4 . The Environmental Implications of the Erection of Condominiums in Shelton , Connecticut. - 5 . Environmental Evaluation of Gorham' s Island as a Potential Develop- ment Site , Westport, Connecticut. 6 . An Evaluation of the Environmental- Impact of Proposed Pier and !�Pilings on the Five Mile River, Darien, Connecticut. ! 7 . An Evaluation of the Environmental Impact of Proposed Construction of the Glenbrook Pump Station , Darien , Connecticut. I 8 . A Review of the Potential Environmental Impact of the Development I ; of Connecticut Park Raceway , Wolcott , Connecticut . I 9 . An Environmental Study of Alternative Methods for Supplying New York City with Potable Water in the Year 2020 , Connecticut , New Jersey , and New York Segments . 10 . Preliminary Evaluation of the Environmental Impact of a Proposed Recreational Facility in the Lordship Area of Stratford , Connecticut. 11 . An Evaluation of the Environmental Impact of the Laurel Park Greyhound Raceway , Stratford , Connecticut . 12 . An Evaluation of the Environmental Impact of Proposed Pier and t-;oorings at Noroton Bay , Darien , Connecticut. 13 . An Environmental Evaluation of Site Development Plans of the Tobacco Farms Company for the Suffield , Connecticut Conservation Commission , Suffield, Connecticut. i I i 714 - An Analysis of Greensfarms Road Properties for Potential Develop- ment as Light Industrial -and Residential Areas , Westport, Connecticut. 1 15 . Site Analysis and Characterization for Location of Union Carbide Corporate Headquarters , Danbury/Ridgefield, Connecticut. 16 . Wetlands Analysis for Proposed Greyhound Racing Facility , Thomaston, Connecticut. ' i 17 . An Evaluation of Site Characteristics , Wetlands Delineation , and Erosion and Sedimentation Control Plan for Darien Dinner Theater, Darien , Connecticut. 18 . Ti'dal' Wetlands and Site Analysis of Location of Island Creek Condominium , Fairfield , Connecticut. 19 . Inland Wetlands Delineation and Engineering of Retention Ponds I for Park North Condominium, Fairfield , Connecticut. 20 . Review and Analysis of Inland Wetlands for Brighton Park IIi f� Subdivision , Westport, Connecticut. � i i 21 . Planning and Inland Wetlands Delineation and Drainage Study for Stoneridge Subdivision , Fairfield , Connecticut. 2. An Evaluation of Beach Erosion for Lordship , Stratford , Connecticut. 23 . Flood Potential Analysis and Site Development for Subdivision on the Noroton River , Darien , Connecticut. i 24 . Inland Wetlands Delineation and Retention Pond Design for Hedge Brook Estates , Stamford , Connecticut. : s � . 4 25 . Water Quality and Wetlands Analysis for Brook Apartments , Seymour, Connecticut. 26. Water Quality and Tidal Wetlands Evaluation for Schiavone, Inc. Scrap Metal Reclamation Co . , North Haven, Connecticut. 27 . Retention Pond Design and Inland Wetland Delineation for Sheep- hill Condominium, Riverside, Connecticut. i 1 28 . Wetlands Delineation Study, Town of Southington Connec ticut. f I r 29 . Wetlands Delineation Study, City of New Britain , Connecticut. 30 . Site Planning and Inland Wetlands Delineation for Pepperbush Subdivision , Darien, Connecticut. - I 31 . Comprehensive Vegetational Analysis of Great Meadows for Stratford i Land and Improvement Company, Stratford , Connecticut. 32*. Tidal -Wetland Delineation for Bridgeport - Airport , Bridgeport , Connecticut. 33 . Wetland Impact , Sound Emission Control and Projected Watercourse Utilization Plan for Route 72 Construction , Town of Plainville , Connecticut . 34 . Review of I-291 Environmental Impact Statement for I-291 No Committee , Newington and Rocky Hill , Connecticut. 35 . Additions and Alterations to St. Paul ' s Episcopal Church, Darien , Connecticut . 36. United _States Postal Facility, Stamford , Connecticut . EIS. J 37 . New Haven Terminal Company Assesment Areas Associated With Petroleum Storage Facility , East Have , Connecticut. 38. Environmental Evaluation - Water Quality and Biological Analysis • Regarding Armonk, N. Y . Land Fill Proposal. 39 . Review of Connecticut Route '66 - Impact on Hubbard Park and Environs, Meriden , Connecticut. I 40 . Analysis of Stebbin ' s Brook Waters, Ensign-Bickford Properties , Simsbury, Connecticut. 41 . Environmental Analysis - Darien United Methodist Church Property , Darien , Connecticut. 42. D 'Addario Industries - Hoyt Farms Development , New Canaan Connecticut. 43 . Bunker Ramo ; A Study of Potential Development Adjacent .to Present Corporate Facilities , Trumbull , Connecticut. 44 . E. R. Strait Marina Expansion - Environmental Analysis of Dredging and Jetty Installation , Westport, Connecticut. 45 . The Conyers Farm Development, Greenwich , CT and North Castle , NY- Coordination of Environmental Impact Analysis 46. Saltwater Intrusion Study- Westport, Connecticut 47. Gorham Island-Study of Possible Groundwater Pollution and Saltwater Intrusion , Westport, Connecticut 48 . Groundwater Protection Study. Route 77, Guilford, Connecticut 49 . Groundwater Study, Burr Meadow Project- South Windsor, Connecticut 50 . Hydrogeological Study Former Famous Artists School Property �O in Westport, Connecticut a _ • o�.� .fit i 0. Name . ~Charles William Dimmi k Present Status: Associate Professor of Geology. • Central Connecticut State College New Britain, Connecticut Associate Consultant Environmental Management Counselors . Berlin, Connecticut Education: _ B.S. - Colorado School of Mines , 1962 - Geological Engineering M.S. - University of Florida, 1964 - Geology/Biology Ph.D. `- Tulane University, 1969 Paleontology Experience : College In-s tructor of courses in Geologic Field Methods , Physical ' and Historical Geology, Geomorphology, Geochronology, Seismology, Astrogeology, Cosmogony, Minerolo and Environmental Geology gY. Oceanography Geologic Engineer - ::obil Oil Company, New Orleans District Office - Well-log interpretation and computer- programming of subsurface geologic information, 1965 Recipient of 'grant for advanced study, Tulane University National Science Foundation Primary research interests include hydraulics in relation to inland and tidal -wetlands in pre and post development conditions soils determinations regarding inland wetlands and identification Of soil/plant associations, Engineering water retention systems and erosion and sedimentation control methodology for application bland and marine development procedures Associate Consultant of Evironmental Management. Counselors with Primary responsibility in -we tland soils identification, geological interpretation and" engineering appraisal �-�� .�r�t�r�ri�c�rztgll�rErnea�'err�ezt �c4:..�e7ars, �Fze. _ = 165 Oak Ridge / Berlin, CT 06037 203-828-0;87 THE EMC COUNSELORS Executive Consultant Leon J. Gorski , Ph. D. : Environmental Scient_ t;E'nvironmental Management Specialist , :resident EMC Inc. Dr. Gorski holds advanced degrees in E:: :__ ,_:mental Science i from the University of Connecticut and is the =roect Manager for EiliC s environmental studies. His previous ex_er_ence includes F ecological research in the United States , C-r:�r_1 and South America and the development of environmental =gin=Bement techniques for use in guiding development practices. As Executive Consultant, he coordinates a" aspects of each Project to provide maximum attention to the c__e:t ' s interests. He is responsible for the design of each eva=::at=on and oversees the met' F -nod of p,n esenta L �on to responsible Associate Consultant Darl Reed Ostrander, Ph.D. : Water Quality/; et=_nds Specialist and Botanist Dr. Ostrander holds advanced degrees from to University of Michigan and the University of Connecticut. Prir-,ary consultive responsibilities : :ytet-=_nd identification Utilizing vegetation, nutrient movement in we _=_nd environments , wetland restoration , water quality investigation-S and interpretation. Associate Consultant Charles S•,m Dimmick, Ph . D. : Environmental Enc;neer and Certified Professional Geolo_ist Dr. Dimmick holds a geological engineer s_ degree from the Colorado School of Mines and advanced degrees frcm the University of Florida and Tulane University. His previous- =xperience includes oil well exploration and operation, seismology, minerology, oceanology and hydrology. inPrimary consultive responsibilities : Hydr - ogic studies, draage computation and and retention systemdes n, geological feature delineation and engineering evaluations . :ri:rcz�rncnfal ""_er Resources -=-.d Use i fro TOWN OF SOUTH WINDSOR TOWN HALL SOUTH WINDSOR, CONN. 06074 TO DATE SUBJECT: FOLD- 'Fis i By