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HomeMy WebLinkAboutWell Correspondence 00 (3) ADDENDUM TO REPORT OF THE GROUND WATER INVESTIGATION OF EDB AND EDC CONTAMINATION SOUTH WINDSOR, CONNECTICUT JUNE__, 1986 _ �SppM eEE<� O � 9 4 4Na50R•CONr� I A B - C D E - c R H I w E A S T. W I N D S 0 LEGEND RW= — ��` AREAS OF KNOWN ...... t V/ .fjEi a.a I N A EDB APPLICATION 1 < o rN .. ...,..,._ ; �"T. e1R '� as o••\f 1 fE� L + as rlea,e A ga1w. LIMIT OF POTENTIAL E L LI N G TO N s �..� CONTAMINATION DIRECTION OF SHALLOW GROUND WATER FLOW 4/ R, sper. DIRECTION OF DEEP , '�°°` ��•ad - alp� 2 GROUND WATER FLOW e mill., a is �- •°e Rv. E s o . Re. Z /' F61yVIt .i;• R O� - L° ° H• Ra ) ad _ v✓ a &' �r � N,q r yr se -•Eye U' 3 y e pb 1 Q/i eta by • su oRe :� °f •c�l� arti I i �\Hn Po/�.I f "M MYrne� f e O R, O DEPr l AVffa�'" UU pp F F Cp bRrl(R� d' G ?C eer °•°PO' i 4 b0- 0 aea K 4V p �i,r W Ai.R f• aweea Jill 96 FOw rwr d C ° _ eo Yi / gwa•r, q° N.wee rrr i e,yJ� � p. '+y H 4M /7M r Re. , Re. Js a A. ►n s E lin ton ° °P a p O Gr� � '^r• 8 '.'�e� W to pa t d der M r r° v �51 ���� a R°° 4 ,n•Pr ° � ® ° ILRRTM[INr3 'r C:•: ° 1° o' a yrRaeraRloa 6 tree°I..ef • d V eofworRlur S �. � pa 1 �y S mod. ••••Y f�•wV�'j ¢„ �\ �r ki ® o r �3 e/ 01 2. � g' mob p. Ra a� ° fib• b � All q e ! ��� •'•::.i- ! r` » Q . r, //� °IMnel I 3 CA YF>'EAIMf , Q F c W C a O q P ewer• ° O V J ' � Q e ay..." �e Z o w e' M 'bb s i E ha, 5 M1.1 1 � ,• C CaR°°IIR Vli - ►.. •Iwf 800 Connecticut Boulerd Environmental va Eau wntord,Connecticut 08108 TK� CcConsultants,Ile Inc.nc. ,zos,.as•aBa, v — _____���_ __ =•L'_-`- ia TOWN OF SOUTH WINDSOR, CONNECTICUT � - � _ FIGURE 6-1 1 - q R T F O R D � ' E A S T ' I°°° I°°° 3 00 0 ^ POTENTIAL AREAS OF CONTAMINATION 0 z000 SCALE EDB CONTAMINATION CLARK STREET - SOUTH OF PLEASANT VALLEY ROAD 1 . Contaminated dwellings - #175 2. Closest existing water main ( 12") is at intersection of Clark Street and Pleasant Valley Road , north of #175 Clark Street. 3. The existing line is approximately 350 feet north of #175 4 . There is no proposed development for this area. yP 4oWN BF4(� O � ti V Z ` k�aSOR C�N�4, EDB CONTAMINATION CLARK STREET - NORTH OF PLEASANT VALLEY ROAD 1 . Contaminated dwellings - #480 , 490 , 500 , 489 , 523 2 . Closest existing water main ( 12") is in Clark Street , approximately 100 feet north of Stanley Drive . 3 . This existing line would have to be extended approximately 1250 feet in a northerly direction to serve #523 Clark Street . 4 . The existing zone is Rural Residential (RR) - minimum require- ments are 40 , 000 square feet, 175 feet width, 200 ' depth. There are presently two uncontaminated homes that could be served by the proposed water line extention. Some of the • frontage is in a flood plain and not buildable , however , four or five new frontage lots are possible . Totally, there is a potential for 40+ residential lots on property which abuts the proposed water line extention. G ti V S G 4N�30R•C�N�� • EDB CONiAMTNA'" IO FELT ROAD , RIDGE ROAD , AND DEMING STREET 1 . Contaminated Dwellings - 56 Felt Road - 9 , 19 , 29 , 36 , and 45 Ridge Road - 324 , 350 , 358 , 364 Deming Street 2 . Connecticut Water Company , and the Metropolitan District Commission , are in agreement that , due to the hydrolic gradient , the area cannot be served by the MDC . The closest existing Connecticut Water Company line is at the intersection of Felt and Oakland Roads . 3 . This line would have to be extended approximately 2 , 650 feet to serve all the contaminated dwellings . 4 . The existing zone is AA30 - Minimum requirements 30,000 square feet , 150 foot frontage , 150 foot depth . There is a potential for 10 frontage lots to be served by the proposed water line . Totally , there are about 40 acres available for development that would yield approximately 45 residential lots . • MOWN 8F'`� G � N V � 4 4�N�30R•C�N�L EDB CONTAMINATION SMITH STREET - AT INTERSECTION OF WHEELER ROAD , AND EASTERLY 1 . Contaminated Dwellings - 175 , 188 , 198 , 216 , and 250 Smith Street 2 . Two ( 2) existing water mains might serve the contaminated area . a . Existing water main ( 12") at intersection of Clark and Smith Streets This existing line would have to be extended 3 , 150 feet , in an easterly direction , to service #250 Smith Street . The existing zone on the north side of Smith Street is rural residential - minimum requirements 40, 000 square feet ( 175 ' width , 200 ' deep) . There is a potential for 11 frontage lots on Smith Street . Totally , there is a potential for 75 lots (more or less) on the northerly Smith Street property . The southerly frontage on Smith Street is multi-family , and fully developed . b . Existing water main ( 12") approximately 4.00 feet west of the intersection of Pleasant Valley Road and Wheeler Road This line would have to extend to Wheeler Road , north on Wheeler Road , and east on Smith Street to number 250 for a total distance of approximately 2 , 850 feet . The western frontage on Wheeler Road is developed multi-family . The eastern frontage is designated commercial , and is proposed for the Mall . Residential dwellings would not be served until Smith Street is reached . SOWN ef9C� 7 a ti 9 4 4�h�SOR•C0��4, EDC CONTAMINATION ELLINGTON ROAD - SOUTH OF CHAPEL ROAD 1 . Contaminated dwellings - 325 , 395 , and 420 (commercial ) 2 . Closest existing water main ( 12" ) is in front of #420 Ellington Road . 3 . This existing line would have to be extended approximately 1 , 000 feet south of #420 to serve the last contaminated dwelling (#325) . 4 . The existing zone is Industrial (I) - Minimum requirements are 20 ,000 square feet--100 feet wide , and 150 feet deep-- with a potential of 22 industrial lots on existing frontage . Totally , there is a potential for 200 (more or less) industrial lots on property that abuts the proposed water line extension . /toWx aaq � C � 6 � 4�h�8 R.00��4, y� y � �V � l Ij�Q