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HomeMy WebLinkAboutSeptic New 19 John Fitch Boulevard PIPPIN & SON SEPTIC SERVICE 4 n /9' (860)875-7472 10 ti r� t�� j yfn! t b U I- n A-5 / G it c� f�� i`��r rp S-w (860)623-2313 i d. i ��v� � ► I 0 4 v a p j E i S f A -7 S3 7 ;y S-6, x !o s X 3 ,Z Z I- »� C� 1 A.R.C. SEPTIC TANK SERVICE P.O. Box 476 BLOOMFIELD, CONNECTICUT 06095 (203) 242-8261 242-8261 CUSTOMER'S ORDER NO. PHONE DATE NAME `%%%/// F' ADDRESS 30L0 BY CASH C.O.D. CHARGE ON ACCT. MDSE.RETD. PAfD OUT te n Septic Tank Inspection_ — z Cement ❑ Steel ❑ Fields: ❑ Very Good ❑ Fair ❑ Poor 1 TAX_ e 4ti RECEIVED BY TO A I All claims and returned goods MUST be accompanied by this bill.®5 rnoo 610 F Z�wN $f1 O F 70wt Z V/ SoatA !?A w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R.co� AREA CODE 203/644-2511 December 20, 1990 Mr. Nicola Modugno 278 Main Street South Windsor, Connecticut Dear Mr. Modugno: This letter will serve to confirm conversations with yourself and your installer pertaining to the installation of the septic tank on your property located at 19 John Fitch Boulevard, South Windsor. Since this installation is to replace an existing tank, variances can be granted to utilize the same area. However, if and when the existing leaching area fails, the presently used area on the south side of the building must be abandoned and the more spacious area on the north side of the building will have to be utilized. Very truly yours, - Robert Deptul�t, RS �`�" `° � M., Environmental Health Officer z 1 RD: jh r zv F w ai t irk Field INDUSTRIES P.O. Box 307,WAUREGAN, CT 06387 1.800.962-7473 ?� l�r (Nt(K) adv 372 - D Field Concrete Pipe Co.•Field New Hampshire Field Precast Corp. • Field Rhode Island C 180' 150.37' 188' 180' JOHN FITCH N BOULEVARD N 9 NOT TO SCALE ram ' SOUTH WIND HEALTH DEPARTMENT APPLICA'ZZJi� Ra. 13Y GATTOff ?'C!R SMGE 21VCSAL SYS132 o� nFca Anus (Record all. tssta) SOIL MOTSTtTRr: Dane , med., ov eu TEST RFADI= SCJi.E 1 SOLE #2 aca. , Ties Reath" Tim Reading Tuna ReScting Time Resdi74 90 See SZ 190 r� ? TAsu AMCM. Cr TEST RESULTS Minimum .pescol�tioa Pate DeptA ptescak (t�s.aa./Inch) Holt (lathes) Ems• /i phi i611 - 2 3� c FTtQATiOtt FITS: (Record all pits) Gr=nd 'Ater Tablet. o s Pzs 4 Cr-i? T6Q fa; I 0-1 f r up r kc -7 4 lb�ja w - 1 inno �'fi� ;K5 ? TA8Vi1►'"ICR �7F' OSSFA'tA"•'IDA Fi'"S . Ground Soil Loesticsi nth L*'dam water At Ye-A Pit A 8 c D Cyr F CM4 #2 SOUTH WINDS 0 R HEALTH Sysz DEPARTMENT , S?MIAL CMIDITIONS System design larger tban 2,000 g.p.d. Water supp]y watershed ELgh ground water (less tbsn 41 tt. ) possible seasonal high Mound meter watercourse, marsh or pond possible seasonal flooding Limited suitable ares Slope over IS%-- Marginal soil (30 - 60 mins./inch) Shallov ledge (less than 7 ft.) Underlying tight soil (less than 4 ft)_ Other s A COPCLVSic suitable for sewage disposaI l Unsuitable for sewage disposal Additional investigation required e ?tetaat during wet season Magiaeer'.s plan required PL DEMON R2oMmiDATI035 Investigated b_ Title Confirmed/witnessed by Title �ommeats: Bench.mark location elevation /f� t INSTRUCTIONS: 4.The employers copy is for persons who must I EMPLOYER'S COPY I.Detach and sign each of the cards on this form. demonstrate current Iicensurdcertification in order to retain employment or privileges.The employer's 2.Display the large card in a prominent place in your office or place of b uiness. card is to be presented to the employer and kept by -STATE.OF CONNECTICUT J.Ire wallet card is for you to carry on yaw person.If you do not wish to carry them as a port of your personnel file.Only one copy DEPARTMENT OF PUBLIC WEALTH AND ADDICTION SERVICES the wallet card,them either destroy the card or place in a secure place. of this card can be supplied to you. _ - — - — — NAME . JOSEPH D CAREY VALIDATION NO. LNENSE 140. CURRENT THROUGH STATE OF CONNECTICUT 94-566514 003092 11/30/95 DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES PROFESSION PURSUANT TO THE PROVISIONS OF THE GENERAL STATUTES OF CONNECTICUT SUB-SURFACE SEWAGE INSTALLER THE INDIVIDUAL NAMED BELOW 5 LKZNSPD By THIS DEPARTMENT AS A n >•440C.;.-, MPN.ku's SUB-SURFACE SEWAGE INSTALLER SIGNATIM �"®NOROF'""°a`1$" A1 ADWOONRIVIC LK3DME 140. — — - — — 003092 WALLET CARD FEE 0�0m�►il FP Oeoo2 t 2 »ot $25.00 STATE OF CONNECTICUT /S JOEPH D CAREY CURRENT THROUGH DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES 48E DUDLEY TOWN RD 11/30/95 NAME VALIDATION NO. �JOSEPH D CAREY 94-56651 4 VALIDATION NO. LICENSE No. CURRENT THROUGH 94-566514 003092 11/30/95 PROFESSION p n SUB-SURFACE SEWAGE INSTALLER +•. �d QePez._' MPN. Iqurs SIGNAIUM _ CMIMMIONER OF PUBLIC iM of AND ADDICnON SERVICIS I .. .�•aA MPN. ko,s SIGNAWRE C30113 OOFKARK7EaTHAAU AMCM 4RWU — — I Dear Licensed/Certified Professional, Attached you will find your validated license/certification for the coming year. The license/certificate cards have been revised in an effort to better serve you. You will note that there are three separate cards attached. The largest of these is to be displayed in your place of business; just as previous license/certificate cards were. One of the small cards is a wallet-card which you can carry on your person as proof of licensure/certification. The other small card is for presentation to your employer as proof of licensure/certification. Your employer may wish to retain this card in your personnel file. I hope you find these changes to be helpful in your professional activities. Should you have any questions about your license/certificate renewal, please do not hesitate to write or call: Sincerely, Physicians- (203)566-5296 Sanitarian- (203 566-3186 Dental- (203)566.2880 Radiographer- (203)566-1219 � Healing Arts- (203)566.4967 C.I.S.W.- (203)566-1219 Nursing- (203)566-4979 Massage Ther.- (203)SW1219 SUSAN S. ADDISS, MPH, MUrS Hairdressers-(203)566-1034 Others- (2o3)5664967 COMMISSIONER OF PUBLIC HEALTH AND ADDICTION SERVICES S0%4 N Sf4 G � a 9 . 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 .1UsoR•c0 AREA CODE 203/644-2511 September 22, 1995 Mr. Joseph D. Carey 48 East Dudley Town Road Bloomfield, Connecticut 06002 Dear Mr. Carey: This correspondence is to confirm conversations during the morning hours of September 21, 1995 with Mr. Carey, Mr. Vitti and associates, including the owners of Between Rounds . Upon arrival at the site, I observed two septic tanks and several leaching galleries which had been installed previously. These appeared to be placed too low into the existing grade, and too close to the existing water table. At that time I was also given a copy of plans for this installation with additions date of 6/18/95 and revision dates of 7/27/95, 9/18/95 and 9/20/95. The only plan which was approved by this department and the State Health Department was the one dated revision 7/27/95 . ( It must be noted here that this approval was based upon the inclusion of two omissions as described in correspondence to Joseph Puiia dated 8/4/95, a copy of which is inclosed. ) After discussion with contractual personnel on the site it was determined that the system was thought to have been installed approximately 18 inches above the water table as indicated from soil testing conducted on March 13, 1995 . This installation apparently was based on eighteen inches above the existing water table. As you are aware the code states that the system be installed eighteen inches above the maximum water table as indicated by soil mottling. Although no soil mottling was observed on 3/13/95 it was reasonably felt that the approved installation with all inverts at elevation 96 . 0 would provide code compliance with a maximum water table. September 22 , 1995 Page 2 Based on observations made at the bottom of the installed gally trench and the known observed water table, it has been determined that the gallery units which have been installed be removed and that all units be installed as per the approval of revised date of 7/27/95 including the referred letter. Invert elevations will be no lower than 96 . 0 . The septic tanks- must be raised accordingly to accommodate this change. Additionally, new plans must be drawn to reflect these changes including tank locations, all elevations, location of sewer lines (with invert elevations) . If the proposed bathrooms at the rear of the building are to be served by a separate sewer pipe that must also be on the plan. In summation, anything pertinent to the installation must be on the next submitted plan. Any changes, additions, etc. will require the submission of another plan and approval. Finally, the "as built" must indicate conformance as reasonably as possible to the approved plan in order for final approval to be given by this department. Very truly yours, Robert Dept la, R. S. Environmental Health Officer RD: jh cc: Joseph & Jerry Puiia Between Rounds 19 John Fitch Blvd. South Windsor, CT 06074 Arthur J. Castellazzo Sanitary Engineer III On-site Sewage Disposal Section State Health Department 150 Washington Street Hartford, Connecticut 06106 1 / rA O' / s _w P-• /a�.� ��_ .P-P,VOWA 0 , IA /,•_�_ _�. / -IML_� wr i AAR - �_ a. --- r/ i Plt ♦ / / F- �� 10 UPI r i i i - /�i �, M// i << << -- i - - „.� T— 19 d sue. y O j� s � — ! i' i� I ii it i it MATTSON ASSOCIATES Land Surveyors December 19, 1995 Mr. Jerry Puiia Between Rounds. 1.9 John Fitch Boulevard South Windsor, Conn . 06074 Dear Mr. Puiia The installation of the first septic tank and wye before it., will accornodate the -installation of the rest.r_oo►ns at the rear of the pro- posed addition to the present- building at .19 John Fitch Boulevard South Windsor, Conn. provided said restrooms are constructed at the same or higher elevation as the existing .floor of said building. Very Truly Yours; by Carl G. Mattson Jr. Ir 138R SOU'l-I-I MAIN STREET' CF iESHIRF_, CONNECTICUT 06410 1`31►one: At Code (203) 272-6131 L N S fq< v/'/�. Tawn ate SOUIA i�� O r F C ' U 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 �J��soe•co7-, AREA CODE 203/644-2511 September 22, 1995 Mr. Joseph D. Carey 48 East Dudley Town Road Bloomfield, Connecticut 06002 Dear Mr. Car"ey: This correspondence is to confirm conversations during the morning hours of September 21, 1995 with Mr. Carey, Mr. Vitti and associates, including the owners of Between Rounds. Upon arrival at the site, I observed two septic tanks and several leaching galleries which had been installed previously. These appeared to be placed too low into the existing grade, and too close to the existing water table. At that time I was also given a copy of plans for this installation with additions date of 6/18/95 and revision dates of 7/27/95, 9/18/95 and 9/20/95 . The only plan which was approved by this department and the State Health Department was the one dated revision 7/27/95 . (It must be noted here that this approval was based upon the inclusion of two omissions as described in correspondence to Joseph Puiia dated 8/4/95, a copy of which is inclosed. ) After discussion with contractual personnel on the site it was determined that the system was thought to have been installed approximately 18 inches above the water table as indicated from soil testing conducted on March 13, 1995. This installation apparently was based on eighteen inches above the existing water table. As you are aware the code states that the system be installed eighteen inches above the maximum water table as indicated by soil mottling. Although no soil mottling was observed on 3/13/95 it was reasonably felt that the approved installation with all inverts at elevation 96 . 0 would provide code compliance with a maximum water table. September 22 , 1995 Page 2 Based on observations made at the bottom of the installed gally trench and the known observed water table, it has been determined that the gallery units which have been installed be removed and that all units be installed as per the approval of revised date of 7/27/95 including the referred letter. Invert elevations will be no lower than 96 . 0. The septic tanks - must be raised accordingly to accommodate this change. Additionally, new plans must be drawn to reflect these changes including tank locations, all elevations, location of sewer lines (with invert elevations) . If the proposed bathrooms at the rear of the building are to be served by a separate sewer pipe that must also be on the plan. In summation, anything pertinent to the installation must be on the next submitted plan. Any changes, additions, etc . will require the submission of another plan and approval. Finally, the "as built" must indicate conformance as .reasonably as possible to the approved plan in order for final approval to be given by this department. Very truly yours, d -1jo Robert Dept la, R. S. Environmental Health Officer RD: jh cc: Joseph & Jerry Puiia Between Rounds 19 John Fitch Blvd. South Windsor, CT 06074 Arthur J. Castellazzo Sanitary Engineer III On-site Sewage Disposal Section State Health Department 150 Washington Street Hartford, Connecticut 06106 i 0WN Sfq� . . F TIO� SIOU 40 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•CO`'�w AREA CODE 203/644-2511 August 4, 1995 Mr. Joseph Puiia Betti:,een Rounds 19 John Fitch Boulevard South Windsor, CT 06074 Dear Mr. Puiia: The plan for the proposed septic system installation at Between Rounds on John Fitch Boulevard in South Windsor has been approved by this Department. However, two omissions were noted. First, the inverts of all leaching galleries will be set at elevation 96 .00 . Secondly, the removal of the garage and existing house and associated filling shall be supervised by a professional engineer. Both of these items are part of the State Health Department approval. This Department will not require another plan to be drawn. However, please ensure that your installer and engineer contact me to ensure compliance. Enclosed is a copy of the State approvals . . fri rmppil" w„ Environmental Health Officer RD/dr cc: Mattson Associates 138 R South Main Street Cheshire, CT 06410 STATE OF CONNECTICUT DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES tit M5�4l1 f July 10, 1995 Robert Deptulh, R.S. South Windsor Health Department 1540 Sullivan Avenue South Windsor, CT 06074 Re: Approval of Plans for Between Rounds, Inc., 19 John Fitch Boulevard, South Windsor Dear M eptula: We have reviewed plans for the relocated subsurface sewage disposal system for the "Between Rounds" Bakery and Deli at 19 John Fitch Boulevard in South Windsor. Plans were prepared by the consulting firm of Mattson Associates, Armand Fisher, P.E. and submitted to this office for review pursuant to Section 19-13-B103d(e) of the Public Health Code. The plans bare a revision date of June 18, 1995. These plans were found to be generally satisfactory and in accordance with the requirements of the code. We recommend that they be APPROVED by your office with the following stipulations and modifications: 1. The maximum daily design rate for this building has been set at 1300 gallons per day (GPD) . Therefore, once occupied, the maximum average daily discharge shall not exceed 867 GPD over any 30 day period. 2. We recommend that all leaching galleries be set level, with the bottoms set at elevation 92.83 (the inverts at 96.00) . This will allow equal distribution into each gallery row through a splitter box. 3. First septic tank should be rotated 90 degrees so that sewer line could be installed in a relatively straight line, avoiding the necessity of cleanouts to grade. 4. All gallery units shall be H-20 loading strength. Phone: Z� Telephone Device for the Deaf (203) 566-1279 150 Washington Street — Hartford, CT 06106 An Equal Opportunity Employer 2 - 5. The removal of the garage and existing house, along with the subsequent filling operation, shall be supervised by a professional engineer. If you have any questions, or if you feel that there should be some changes, please contact us. Sincerely, Arthur J. Castellazzo Sanitary Engineer III On-Site Sewage Disposal Section ARC:em/9129D cc: Mattson Associates 138R South Main Street Cheshire, CT 06410 jpx a 2� l 4' 46 SOIL SURVEY.SERIES i 0 5 8, NO. 14 TABLE 6.—B?ie f descriptions of soil* wa t"t, estimate Classification Dominant texture Thick- AASHO Unified Soil series and topo- Map symbols ness of graphic position solum Solum Substratum Solum Sub- Solwd Sub- stratum stratum Terrace soils—Con. Inches e 'Terrace escarp- Tg..._---_____-__ (i-1.8 Sand and gravel___ Sand and A-I-a or A-1 or SM or SDI or ments. gravel. A-2 or A-2 or aM; AIL. r, A-4. A--4. . -' Tisbur TsA, TsB______-_ 24-30 Silt loam------ __ Coarse sand A-48____ A-1-bor ML'._�_ SM or z, Y------- - and gravel. A-2A SP- z� Shia . Walpole---------- WcA, WdA______ 20-30 Loam;sandy Loamy sand, A-2 or A-1 or SM or. SM or • loam. sand, and A-4. A-2. ML, SP- .`.. gravel. SM. Windsor___ s'__ WzA, Wu6, 1 4 Loamy coarse Coarse to fine A-2------ A«�2 or WuC, WVA, sand;loamy sand with WvB, WvC. fine sand. some gravel in places. Terrace soils-- laeugtrine silt and clay: Belgrade_________ BaA, BaB________ 2G-30 Silt loam--------- friable silt and A-4------ A-4------ ML of SM or very fine ML'- ML, sand;gray or CL red in color. t Belgrade, reddish BbA, BbB-------- 20-30 Silt loam--------- Friable silt and A-4------ A-4--- _ ML dr x SM or •._ variant. very fine 1\ Lu '. ML. sand;gray or CL red in color. Berlin_________ _ BcA, BcB, BcC__: 24-30 Silt loam surface lied varved silt A-0 or A 6 or„ Clt, ,s CL or >. layer,over silty and clay. A-7. A 7.' � .. MLA clay loam. 2; t CL os` Biddeford-------- BfA_____________ 20-24 Silt loam surface Gray varved A-6 or A d qt ;' V CL or layer over silty silt and clay. A-7. A�-7. clay loam. ;y , CLy� r Cr bilk Biddeford,reddish BRA_____________ 16-24 Silt loam surface Red varved silt A-6 or A $of M;` r SC or(1 ;a variant. layer over silty and clay. A-7. A-3gg til� � or Mt ,.: clay loam, Buxton__________ BxA, Bx B, BxC__- 24-36 Silt loam surface G gilt anti clay. A A 7.or A A 7`.:y} i .C MI,�1'' layer over silty y. #3 E¢ clay loam. + Scantie---------- ScA_____________ 24-30 Silt loam surface Gra, varved A-6or A-1$Oi r i 1E CLot1 f ' layer oVf-r silty silt and clay. A-7. A 7. �11, ML-. - clay loam: �` t»` CL of 1>€ - . M�1 Mtn; Scantic, reddish SdA_____________ 24-30 Silt loam stirfaM lied varved silt A-6 or A 6 of � df'�� SC or� variant. layer over silty and clay. A-7: A or M1 7 +' clay loam. 4 "�;``L��}Iilt.: d Terrace,escarp- Tc..------------- 6-12 Clayey___________ Iced or grny A-6 or A 6or at �lil`3i j CL ments, varved silt AA and clay. tCMYb Wallington--__--_ WaA------------ 20-30 Silt loam______:__ Friable silt and A-4------ 11L SM or very fine A� sand—gray OL. or red in color. " See footnotes at end of tabib. € 10 ,X �Y vp 47 HARTFORA COUNTY, CONNECTICU'P • and physical properties—ContinuOd Permeability ;";it►1um ' Per�fluG Substratum: �'eT- Range Available p � cent phasing Depth to moisture in pre- Draina ro class doini- l7rosion seasonal b in SohJill ,. f' nant hazard water 10 200 10 4 slopes table Holum Substratum eve 61eV :sieve glove sieve sieve {A.074 (2.0 (4.76 mm.) null.) — �— Inches yci it, of dem l - - Inches p� i' 'I ►+ Poraeat percent Percent Somewhat exeeB- Moderate Very ,g 40 50-80 7{►--90 8-70 40-70 50-05 15-45 Medium--- Doep___- Bively drained. to very rapid. rapid. 2.4-2. 8.' 55-75 70-90 ZS-95 8-20 40-70 50-95 0-8 Medium 8 to 20____ Moderately well Moderate- Moderately Very aid• to low. drained. ��� _ ]100 b-$5 7-100 8-100 0-3 Low--____ 0 to 8_____ Poorly drained--- Mta rap 1.ilLrate Rapid tu 1.6 `l.4. 4 ra id• rA ,'10-W 9Fr= 9&=IUiI 6-15 90-100 9b-100 0-15 Low "v��� � rained. � rap with . - erosion). derate "0 80-p0$$-100 40-60 80-8b 85-95 0-8 Medium_-- 10 to 20-__ M iduia�lly well Moderate eticaiw. alto blow. 2. 4 1.8. 60—, r. Moderate Moderate 2. 4-2.8. 60-70 8QT90 �S)Q 4�0 80-85 85-05 3-8 Medium--- 10 to 20___ Moderately well to slow, to slow. Moderate Very slow- 2. 6 2.8. 70-SO $ 85-1� 75-90 85-95 90-100 2-15 High---_-- 12 to 20___ M trained.odortely well to slow. Poorly Moderate Very blow_ 2. 6- 70-80 8 ,� 100 $p-90 85-9595-10 dr 0 U-3 Low___--- On Bur- V to slow. face. drained. c' Moderate Very slow_ 2.6-2.8. go-go 9Q-959 -FOR 25-95 30-100 35-100 er 0-3 T,ow------ �Tface. V d'ained.poorly to slow. Moderate Very blow_ 2.6-2.8- ' 65-80 7 $(k-11QR 80-90 85-95 95-100 2-15 Nigh___ 12 to 20__- Mdr ned. well to slow. to slow. 65-80 75=90 BQ-->la► $0-90 85-95 95-100 4 Mto l 0 to 8___ow. __ Poorly drained--- Moderate Very slow- 2.6-2. 0- 8. X: 25-9530-1003b-100 0-3 Low____-- 0 to 8___-- Poorly drained___ Moderate .Very.sluw- 2.62.8. go-go 90-�95 95-*100 to slow. 12 t 65-90 75 9580-100 80-90 85-9b 95-100 15-45 High------ o 20___ Moderately Well Moderate Very slow, drained. to slow. to blow. to slow. 60-70 g0-9085-10Q 40�0 80-85 8b-95 0-3 Medium 0 to 8----- Poorly drained_-- Moderate Moderate 2.9-`L.8. to F. l 1 � !�� 'alp V•'�'3 ��'" .t15 � � � �, t,s,��i=- � - ram 'Olt iX11 �1 fl ° t a F* ,.vas• i , wh.^r , -_ t` Yc at ,•'s° -s e, a 1i -one...k `v Y ,y Avt - �"���#s� �t ag����►;,�` ric' w.' c3S Ci ,r�' 'ir i.• +r x,' i .6 t' - A a�b«g .t t, y a�>r` �y, :+ 1 r r 4 t, yI§ `x �•� q '�' ,�' ' a � ' 'p „,y t dr' � zm :- i,y s"!•--; f) r Y6'R"x •a - t _ ��'} � t .a '�� 4 t � JR :, t � ifT � aT•' '`w... � � �� t Y' #� ti��+l s� �Fk :rtg "� ,a�1 t ��$ �� ° •� " +�� ' s zp� _. 41 � ����ar�ffi ""' +`� .s � 'e� c,���tt• � �- r1 f ¢ a '• trt st`` ,rr - r1, ! T; "•' !' *''x �. ak Y '��� Ar.e�l ��. fi s n �u� ,�#'�A�r c ���1 �,� Ir Y'�. ,�.. _ .;� �' � i :•v, �. to •f .iF 4 34, �«.,�oCRµ�`�a .s f, 5' Y [� � ' •� ���� ;`fpA a,� e.�'t`"stk+C -,.tk� FP�+.� }, Il , •�l,t� � °'�''4�y ,F s,�l° .7� r.• .��55 1 oe t s. ' �' Syr t'� •§ R�''>!.,� 2_ .�.. "�• 'wt .d'-< i '+ c ,t 1 fix; �, _ t A—, s , t °� F � .,st7l� i1A►�'��FJjfc".zs {a t x y r;� f g i st 3 ��3�-I ./ 'tr 11�,,p2s �l� � 4� ��:_ p y-F�' R .� i�`��G' iy I ,•r 39� � '� �� 7'A'��'� � s g{$,, 'A t xy ° - a fF T r r. E � r'�+ 31 i ek•/#sjt�' �y �'* s j i�`''-R`eY.n�F ,• t: i �e._ �'£iiy� �- t ' ` .-.tom': ;,r 1"I a• F �'�t►�� 4 u3 .�'- ��W N Seq a � 9 Town Ole S-10tim ?1)&U:&at 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 > w SOR•co AREA CODE 203/644-2511 June 28, 1995 Mr. Arthur Castellazzo Sewage Disposal Section Dept. of Public Health 150 Washington Street Hartford, CT 06106 Dear Art: Enclosed please find check #1009 for one hundred dollars for the plan review of the proposed septic system for 19 John Fitch Boulevard, South Windsor. The plan was prepared by Mattson Associates . Also enclosed is a copy of the plan. Robert Deptula Environmental Health Officer REMITT NCE ADVICE 51-7031 19 JOHN FITCH BOULEVARD, LLC 2111 19A JOHN FITCH BOULEVARD SOUTH WINDSOR, CT 06074 n � 1009 PAYd{ �!/C16 CHECK DATE TO THE ORDER OF DOLLARS AMOUNT Lis DESCRI TION ECK NO. SAVINGS BANK OF ROCKVILLE ROCKVILLE, CT 06066 ' See 11'00 10090 1: 2 1 1 170 3 181:0 3 Oil OOOO 569113 / 1 S�Ac i_ 2tiu11 - 3 S�AL� Cl n • ZZ � / I • uunnri„ 1 69. W a Q 2 Z �► 3 4- �4 C� --.�. W tu rA (1 Q �: 0 GRAuk� �+ AOOITibA1�C- I V-�aPLEti' Q � j pAQr tNi; Gtt.gss W N a N iZ O N V d tiap sroZ&wE .a eA0> �C-AQ. a �n QO pp,' waRK A2FIl _ 20 5 ;t J W a2FA- 4ab� I Lu Ila v s 39. 34.--9 QUS � �:�.Y f`�t1.i� f J:M'• 8�.'+'`-Teri{Xa •F1Tct-1 g4v�� �c�vT>r 5 iCoL YqJDu6MO ET AL 1°l ` 2'-j J�v►-liu 1't�CH �Lv01 `.SavTH �t)I,�Osa4� �-T LUCEK ENGINEERING ASSOC. INC. NO. REVISIONS DATE �'� [�o DATE CAL I CONSULTING ENGINEERS — ------ — 1/ t''n • � CE Q •� � ��,� � hNE� W Z QI50• �'7 iT14.51., TjoA1 �- EY Q s` IA d� p v u K. It ol rj J (` NQr--A- As%ll i ilT S 62ASS_Vag, IP � � Q �J 5 39; 34 Q PAu�D �•I ITC-I-t P LQo O + Z4�,tit�.lti secs i 1_\ r.�rJ`WJ+ Im �nonFQ;✓ °dF �� I C0 L Y+DU6NO 6T At 1°l ` 27 Jfv1�A1 rtTCN �1V0�; SaVTH tit)lNDso4, e-T 0 lm* ,EX LUCEK ENGINEERING ASSOC. INC. NO. - - -----REVISIONS GATE' SCALE I" LICE oA7E CONSULTING ENGINEERS 180' 150.37' 188' 180' N JOHN FITCH BOULEVARD fY NOT TO SCALE �towM af,� o .-1 U P SotdA , �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 R.co�'� AREA CODE 203/644-2511 December 20, 1990 Mr. Nicola Modugno 278 Main Street South Windsor, Connecticut Dear Mr. Modugno: This letter will serve to confirm conversations with yourself and your installer pertaining to the installation of the septic tank on your property located at 19 John Fitch Boulevard,- South Windsor. Since this installation is to replace an existing tank, variances can be granted to utilize the same area. However, if and when the existing leaching area fails, the presently used area on the south side of the building must be abandoned and the more spacious area on the north side of the building will have to .be utilized. Very truly yours, Robert DeptulbL, RS Environmental Health Officer RD: jh r -6z,4/�, gb iov 4 414 rl1 ins r 7, — 0. (AA ' NMES -/d SOUTH WINDSOR HEALTH DEPARTMENT LOCATION OWNER P OF WORK �.rw fo v--L PERMIT PIPE LLER ,clao'e J,0C,CTOR DRAWN BY tp b 7 n it �.4A oi -Aki \ n ytaim - -. r I F � s� <. , Y f ♦ter : � .� f �Y.:,rys. Y 1 � A s ! _ .. �Sy' �P