Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1986-1988 - 141 Miller Road - Septic As Built and Complaints
igwfz.0/4)Soaih wmdéa’z 1540 SULLIVAN AVENUE -SOUTH WINDSOR.CONN.06074 AREA CODE 203/644-2511 July 24,1986 Mr.James Bradley l4l Miller Road South Windsor,Ct. Dear Mr.Bradley: You are hereby ordered,under the provision of Section 47a-52 (2)of the general statutes,to correct the following conditions existing at 141 Miller Road,South Windsor in the manner specified,since such conditions constitute a danger to life or health: l.Remove trash and/or rubbish from exterior of property. 2.Repair toilet so that it flushes prOperly. 3.Provide running water to kitchen sink. 4.Provide hot water to premises. 5.Conduct general cleaning on the inside of the premises. 6.Correct any other conditions which may constitute a danger to life or health. These conditions must be corrected by: Numbers 2,3,4 -July 31,1986 Numbers l,5,6 -August l4,1986 Court action will be taken under authority of such statutes, if these conditions are not corrected. Very truly yours, Vy é%j(‘)i Robert Dep ula Environmental Health Officer CERTIFIED MAIL P17 7093816 Ema-‘1 0%)Sozzi/z Winda)? 1540 SULLIVAN AVENUE -SOUTH WINDSOR.CONN.06074 AREA CODE 203/644-2511 August 21,1986 Mrs.Marion Bradley Geer Road Lebanon,Connecticut 06249 Dear Mrs.Bradley: This letter is in reference to the order given to you to correct certain health statute violations in existence at 141 Miller Road,South Windsor,CT. The Town has been informed by Katherine Bradley that herself, James Bradley and their children are moving out of State.In View of these circumstances,item numbers 2,3,4,and 5 will not have to be corrected at this time.However,the dwelling cannot be occupied again until these items have been corrected, if this has not yet been accomplished.Additionally,in the event that the vacant dwelling should become a rodent harborage area,or other nuisance condition,necessary steps will have to be taken to correct those situations. It is felt at this time that an extension until October 2, 1986 can been granted to correct item numbers 1 and 5.An ex- ception to this would be the removal of the refrigerator with the door on it.This must be done immediately. 4 Enclosed for your convenience is a copy of the original order. Mfg/sf I?// "\a;Mag;44....I Robert Dentula,R.S. Health OfficerEnvironmental RD/chm ENCLOSURE:1. STATE OF CONNECTICUT DEPARTMENT OF HEALTH SERVICES January 5,1988 Mr.Richard T.Ackerman,Jr. United Concrete Products,Inc.173 Church Street Yalesville,CT 06492 RE:DIPPER DISTRIBUTION BOX Dear Mr.Ackerman: We have received your letter dated December 29,1987 requesting appraval tousetheDIPPERdistributionboxinassociationwithsubsurfacesewagedisposalsystemsinstalledthroughoutConnecticut.As you know,our State DepartmentofHealthServicesstaffandseverallocalsanitarianshavebeenawareof thisproductthroughoutthefinalstagesofdevelopmentandhavebeenmonitoringtheoperationofseveralunitsoverthepast9months. As designed,the DIPPER distribution box provides essentially the samefunctionasasmalldosingchamber.The 2.5—ga110n capacity polyethylene traywhichishousedinaprecastconcretedistributionboxcollectssmallquanti-ties of liquid discharged from the septic tank and periodically dumps this"slug”of sewage to as many as 4 outlet pipes.In order to achieve thisdosingaction,a 9-inch difference in elevation is provided between the inletandoutletpiping.The effluent storage tray.rocks back and forth within thedistributionboxandisreturnedtoitsnormalpositionbyacounterweightcastinthepolyethylenetrayitself. Based upon our past knowledge of this product and field observation underworkingconditions,we will allow use of the DIPPER distrmMJtion‘box for allsubsurfacesewagedisposalsystemsexceptthosewhichhavegreaterthan600linealfeetofleachingtrenches.The DIPPER may be used in level installa-tions where adequate pitch is available and may be used for leaching systemsconstructedondifferentelevationswherepreviously,serial distribution wasspecificallyrequired.There appears to be several distinct advantages to thedosingactionprovidedbythisdistributionboxasdescribedinthesalesbrochureandtechnicalinformationprovided. We will continue to monitor the first 4 DIPPER installations and request ourlocalsanitarians'assistance in extending the evaluation of a1is product asmoreunitsareinstalledthroughoutthestate.we would have no objection toyouruseofthislettertoserveasnotificationofourapprovalasitisourintentiontoaddressthissubjectandseveralotheritemsofinterestinourMarchmemototownDirectorsofHealthandSanitarians. 566—1251Phone: 150 Washington Street ——Hariford,Connecticut 06106AnEqualOpportunityEmployer Richard T.Ackerman,Jr. United Concrete Products, If you have any questions please call our office. FAS/pdp cc v%rthur Castellazzo Donald Capellaro 4022E January 5,1988 Inc. or would like to further discuss this product, Very truly yours, jW/i grad/la Frank A.Schaub,Chief On—site Sewage Disposal Section Preventable Diseases Division 5*‘i’32? fjaik Tga"”j Ta (-1 C ga’éfl‘lkji wk &ML /V\,(l(tr 6?;C§ \/H/M.—'(“g “Va/’vw-¢¢£¢oc 1"’Méf7.?g Y A vu—Ja’v—Jzzkck.(f/‘i’I/‘3gy iJf‘g ”ax1 W-c ' \\;V;-Y/V j’“W"9&7 t “*7 ii :hLdxgy8Va / /1 w,L ‘TV?“$(F' 6 ..7.‘ \ii”?[b a.“jag/y M-w --52%,lam ~x G‘rv'M,9y Qiu‘jQ 3H” g2 ‘lb 7 w 2w w” é!” iiif/am gm i"31'55'Q‘m foém, 75%,‘31’”d f’w'w’g ,l/z/jy at {é / ; -‘ 7 i’ “Ella. fi‘(7’I/L f/l’t'my”fi’vd’yizyef,wé/v%5’9‘ 'ca yvj y [w wt y “ § 447 a“;»Ii~H¢r 9’~2"»;W4 mgr/WM 3"”’7’5’"hwy yaw? 7a Jig,W1?v;4? jfiv MW)“é‘wg %aik~ay. Wgg WV?£7 ‘5' ‘7 ‘7'[H‘ef' 3 ’31 ‘it‘NH‘![c ‘kx 59¢o jaw 7pm;a? g&*7L %&\ inky ¢,e]?7L %»3 i?"‘7v fi'k/ 27 "’3‘?fHKy/aeu.‘ gm 2e x ‘77.“ ,ib’ Wfv J7?71 MGATICN FOR SMGE DISPOSAL SYS'I‘m ECLwmw¢4,MaMHk Qerma/‘P NH MNer SOIL MOISTURE: Owne- PmomTION TEES: 73/Jaws fx‘ (Record m.tests)W. WON u «nLa.vL'l Btu. Qck (high,med.,low,etc. \‘3‘1 Presoak(Hrs.)Depth(Emu)Minim Percolation Rate(Fins./I:ch) 2 3 h caszzmTION FITS:(Record all pits)3—?8% mte Grcund water Tabl:z (Near Max”Belov Mean,Ezc t LocaticuPi A B a??‘9.3 "' Jandv 1W“TABUIATION CF OBSEVATIGN FITS72’1 Iedje Depth.Gmunc‘.water At Soil J-‘W‘~‘1 U—Ledga At M We: V N m READINGS E013 #1 ECLE $3 3cm:in Time Reading Time Reading Time Readi ng Time Reading 1"‘2/7i/’J i/1i {I 2 iii-“-H”: 7 Vy (ff/L NW35‘7/1W‘I‘L ii-‘tfi 17W1\Ki/V MUIATION O?TEST E§ULTS PIT$FT“.g 2 B m'éaé i m -g 3 O‘Q“I’’ili /Mnai‘km‘r.1 6-331 fmdw'lcau~~5/l+-. J3ngo".gaudy gMveZ 35%;”,ledjt" 0‘5‘‘-Ff/l f~ll"'f“”°./?"i”“"’7’9Jawb‘13%”? O~3‘//7’er‘.245 wandy may”-x//% /é at!~J’ano’a/Mam 3%941—Baez (my WW J yy".Mdge #7‘51—:-’I'frl‘ 3'9f’ja’MY jib”!5”” 25t‘f6’w éon‘l WW#8‘”dye '.a-2 -/Ij-%cr 3—33—J/Y/y /aah1 32~é0~$andy grave? ‘600‘2P hard par,71 -Iedgc d9 +/g 0—2 I/‘w‘c‘ra-Ja I/IKV Ivam lr¢gf ygir¢36n #3w—o\6 —//3’€/‘ 'égy-f/kfyé‘anyy /&’aM yt/fm: YB ’—7 — 5/ 49¢x n¢v &o»y /00m 9rauv/ JA o~5"FI‘// 529%4V-J"/'*fway fdndY lam ~J/h‘ 9"“VJ5‘9"~ledge ‘Y on}-//>‘¢"‘ DEPARTMENT SPEIAL CONDITIO$ system desia larger than 2,000 g.p.d. mgh gonad wgter (less than hi rt. Watercourse,msh or pond mated.suitable axga. Max-gm sou (3o -60 mins./inch) underlying tight soil (less than h ft) M.’ fM s is? C13 .We’“ water supply watershed Possibie seasonal high gonad water Possible seasonal flooding A S1ope over I5%“ Shallow ledge (less than 7 ft.) other ConfinJed/wnnessed by Coments : Bench mark location tle Elevati on ) table for sewage disposal f suitable ror sewage disposal\E :n ISv/dditionsl investigation requiredm,ER ff]Retest during wet season 7 if !§’mer's plan required''b ,>1 .H'”:éf Cm DmGN mommrmrts’mmal pd i4 0l‘0‘M‘rg I Investigated by Title ”2w 0—5‘—Ff/l m2 B PIT é511.é i m g; 9‘6”:J‘ll .M;Jgh.p,€ 6'33}sud;I6¢zs~~j/:I;f a J3‘3‘3-gar-1J7!gravd; MLJJ’L ledge JA o-y’TH‘/x f’Q‘hJ'nm/y/wm ~5i'lf“W'y‘f "Juna’v ghau'5‘7”~ledge awejizéuifgm/zkwlac/a? Vlh‘ ONJ-ll‘{&r‘ /b 73"‘féna’y Mam i‘y’; y‘Q/L,’ /8d5e gé¥émdy yr‘dvni F?"‘0’}~Ifftr zr~¢/y.-3-95'-jafd bcn/T ;,~/,¢‘v/Lam ;pay :g’ #3“[Cdyg m4 hayw— 3’3J"II'I/y /¢a,,7 3’2‘99"~’Vn0’v grawef50‘7R’h“rd p'arl 1‘‘72 -fed'geW”.2C“;I/v‘er‘ a-3o .f/HV {tram lrdgc 1/»)"4.36 u .3w—‘0‘6 -//‘{c/‘ x649-f/hya'ana’y-[mm ycH‘TI‘Apyd gs“3 MIMI/l,f»- :99’~‘/0‘jana/y Mm... M;3*‘/ 0‘3 "Ifylc’h J‘Jy"Ji/iY /m2m9&9.)““5”“MWTEON OF oasmvmrmn P175 7.1 ”-[edge .éSm g SOUTH WINDSOR HEALTH DEPARTMENT A;?;.:C’:5..'-..QM 13"kl hlv.‘ MGATICN FOR SEWAGE DISPCSAI.SYSTEM E£iwcLJVi “(r VVULVWK aermg/‘P0m:7.;1/kms v2 2 H‘-MON (“(1 f/B“r:r EdPzacmonTm:(Record an.tea-ca)son Mols'rUas:Daze (blah,made,lav,etc TABUIATIOH OF TEE?EEU'LTS Depth PrFsoek Mizim Percolation RateEole{patios (Incha )(érs.)(Fins./I:c§l 2 3 k @SEJRVATIGN m:(Record all pits)$"?~38‘Grcund.Water Table:Rte (Near Max”Eemv Mean,3? Grcund Soil Pit Locaticn Depth 'Ledge At water At Mcttling . Over E013 #1 m2 #2 'ECU.-2 #3 HOLE 5:“ Time Reading Time Reading Time Reading Time Eeadin: s V wwwba HEALm mmRTMENT gynam £0:mum.“w— INVETIGATICN F'OR SMGE DISPOSAL SYSI'm E&w¢c¢\‘i $MLU/W‘k Bgry‘a,‘;POwnerE/kpag 5“)“mmON I‘H Wliugr Qg‘ PEOIATION Tm:(Re€or&$1.1,testa)son.MOISTURE: (high ,Date med.,low,etc‘ Hole l 2 3 L; I laokti Me:$raid; f‘hewn Hi-S‘Qid M'ww anly 4Woak M WM k. we: (2c r4‘33‘f wéali have. “11¢M3 +a> i regulwuk+a s.) Md £op WM +o cw.my.+a 5e” up (upfJ‘v "~h?€u£f£y Wapiht Minimm .Percclation Rate (was./Inch) : Locaticu Depth Ledge At Mcttung .water At I £§Tm READINGS 30m #1 i m #2 “KN.i /#3 H012 =9; Time Reading :4’wiv?*$*d t Reading£¢&Time ReadingiMrL$¢Wwwé a2§~$$7mfa As imsi 17w ¢w¢=fw+éa/e oltjjcr‘ pBIvé +34%&“l¢’°wkfcJ¢ktd 56 dtg {Werag dab/‘6‘adl-lmr were +¢scy dc¢nx +ol¢him ~Haq limi4a {9a wgre Mumbw,@ He §ajé Mewaf haw “3:“‘ia'$33 @smVATION FITS:(Rec?an pits)3“?~mte 2%Grcund‘W water Table:(Near Max.,Elm:Max.,E’Ez i 57+B4 c:sowCRImOts PIT %3 m2 B m .WW PIT ¢€¢é FIT é .8 a‘é"FHIWnJa—wae b «231 fawlv leak ~57”- 3345’.3m J»;gravaz 35/”,33”,tadgw JA ’ o-‘FFI‘H 5&V\é‘a»dy/wn1‘--J/IfQVJ‘V-Jana/y graue/ $9’h ledge $211“ 0—5"FN/fam’e’/”“"‘fig’geg.mwb *180’s? an-a—zmren 9245 ~J‘andy (éaw nii/v‘ /é 3 y‘ 73L]LII/['-I, l-J’ana’a/ géu’ /' {it-MY um w‘aye’g 5w?!-[edge r?1w» 3.;f—jano’y $/"/%~//am ’Zf—qy’-5w“!graveV5“”dye Lo-J ~—//:¥c‘r 3—3J~J‘xY/y ham gg:i::fgZ/:‘{ggjve/'71 -l'edge WE (:2 1:30 a If”?HIM Mam Inc/9c“w ”x;36 II #3’—0K6 ‘[131?” @gy-j//Kya‘ano/y /&aM cgq‘qp~fane’y /00M y,‘, ycu_7/,/?¢2dr $owy rauc 3*‘/ Om}“/f'ft'” J»Jy-Ji/iy‘Mum99‘93J‘1W7wpnwmitow 0?OBSERVATIGN F35“.’7.2"~/sJ5a :J‘u’k ,TE-DUU;E W1..\u.;vA uunpxu ‘Av':§v‘QD-u‘vl.‘-v..’(J¢'4‘a5e $dycw :5 ’_hiya? V DEPARTMENT SPEIAI.CONDITIONS system desig large:-than 2,000 g.p.d.Hater sugpLv watershed. mg:mum vgter (less than 1%n.Possible seasonal highmumvater Watgrcaurse,marsh or pond.Possible seasonal flooding Lidted.suitable area.Slope over 15%“ mam soil (3O -60 mins./incb.)Shallow ledge (less than 7 ft.) underlying tight soil (less than l;ft.)Other (Mc13iiu“COMUSION+.i $uitable for sewage disposal ) 1i suitable for sewage disposalI/ \?1R $1 Additional investigticn required{s fW.3;;I fRetest durgeg wet season 3?'it§‘émneer's ylsn required.7 W u 3 *ib'ml j.'U I6“,J ’V A?»DmGN RmOM'ETDATIONS\""l€"'y\!$ralm7 MORHtr [MW Investigated by Title Ccufimed/Witnessed by tle Cements: Bench mark location ’Elevation 1540 SULLIVAN AVENUE -SOUTH WINDSOR.CONN.06074 AREA CODE 203/644-2511 May 10,1988 Mr.John Lawrence John Lawrence Associates,Inc. 486 Prospect Avenue Hartford,Connecticut Dear Mr.Lawrence, This letter is in reference to the site plan prepared for Edward and Maria J.Bernat,141 Miller Road,SOuth Windsor,Ct. dated 5/88 by John Lawrance Associates,Inc. The following areas must be addressed to complete the septic system design: l)The septic tank must be a minimum of 25 feet from the house (if the house has footing drains). 2)All test holes must be located and accompaning soil data must be provided for each test pit,including depth of ledge.This is especially important since the ledge depths are so variable.The bottom of the system must be four feet above ledge rock. 3)Elevations of all flow lines are needed 4)Indicate number of bedrooms in dwelling 5)Indicate distance from wells on adjoining properties 6)Either remove bend in house sewer or install cleanout. Please submit enough copies so that one may also be forwarded to the State Health Department for their approval. Very truly yours, hr/jéagW a? Robert Deptula,R.S. cc:Mr.Edward Bernat 721 King St.South Windsor,Connecticut 06074 RD/md ‘ ..\‘5 .f‘ 1540 SULLIVAN AVENUE -SOUTH WINDSOR,CONN.06074 AREA CODE 203/644-2511 May l0,1988 Mr.John Lawrence John Lawrence Associates,Inc. 486 Prospect Avenue Hartford,Connecticut Dear Mr.Lawrence, This letter is in rererence to the site plan prepared for Edward and Maria J.Bernat,141 Miller Road,South Windsor,Ct. dated 5/88 by John Lawrance Associates,Inc. The following areas must be addressed to complete the septic system design: l)The septic tank must be a minimum of 25 feet from the house (if the house has footing drains). 2)All test holes must be located and accompaning soil data must be provided for each test pit,including depth of ledge.This is especially important since the ledge depths are so variable.The bottom of the system must be four feet above ledge rock. 3)Elevations of all flow lines are needed 4)Indicate number of bedrooms in dwelling 5)Indicate distance from wells on adjoining properties 6)Either remove bend in house sewer or install cleanout. Please submit enough copies so that one may also be forwarded to the State Health Department for their approval. Very truly yours, Robert Deptula,R.S. cc:Mr.Edward Bernat 721 King St. South Windsor,Connecticut 06074 RD/md STATE OF CONNECTICUT DEPARTMENT OF HEALTH SERVICES DATE:‘juwii mMQ’E‘r SW:§edvkg WxNbS‘GK ,CONN.,REVIEW OF ENGIMING PIAN FOR A HOUSEHOLD SIESURFACE SWAGE DISPOSAL SYSTm on Mu mwké g Rmmx 5-EUWAnb ,.Arm mGg‘R aérma-r PMFgmv (Esra Qw.a 's '3 To:RQ$§@T bGf‘mgA.’C‘§._ ARTHUR CASTELLAzzo,SENTOR SANITARY ENGINEERm: mm: 48:5 TeHw FxzoSv’EcTLAww£Nc~3 Mia,HamMaqarhgmsArmc,raw mm mm www 3i;WW REASON FoR smmssmm SEPTIC TANK T's-ea Gus.TEACHING symm4$a gr.a:25"»m?memaes»mgr PT. FILL SYSTEvl 2-3 Fm CUMAIN BRAINS N§N€ REEOWEETDED ACTEON: APPROVAL APPROVAL WITH MODIFICATIONS OR PROVISIONS NOTED 0??Eh’CLOSE HAIL COI‘EIEEONAL APPROVAL SUBJET TO MEER T$TII§G PRIOR TO INSTALLATION AS NOI'ED ONENCLOSEDPLAN. A?PROVAL Dm.SITE mm FOR SEWAGE DISEOSAL. APPROVAL DENIED.INSUFFICIENT DEGRMATION ON PLAN. v APPROVAL DENED.REVISE AS NOTE)ON ENCL$ED PLAN AND MSW. APPROVAL DEIIEID.FURTW SITE INVEBTIGATION REQUIRED. cmTS=®EU€Te Hx‘mywuc,ggAScws AN?Tn EEmw’g L'ocm-wm 0f;Ns‘rém Fag-{n Jymwngk. $Erg€§§mw t§g€EvrT \‘s g€ummawua ‘Y‘vm‘t S‘x‘mzyn at:yummy in,“EAST §,c Tag imwvmg 3R\Uaw&i AN}SFC€E§C fVuwxmx/yn qE @v AkaLJQ ii$h$7h~$®£rm‘§q¢(£$@Ek\W’HNI§T€T‘ié N€€§ Fm THE mrm»a§e mm“6N»:B4 kaamw WW V’WJGFF "\WWG:T6 THE “N?““Wm“ 1 mam PERCOLM‘IOR RATE:Poem g mm cowsmmlowm3Gmums/Em cowsmmlowEREPAIRmag:mm GROUED wwm m TUNER H’A b-mu uwb~.'r\m43 SHALLow mg RCCK ’54“Tc 4Q” DFsIGN SPECIFICATIONS: no.or BEDRoms 5 DESIGN Ems.RATE \\w 1Q mm/m. COPI$10: DIRETOR OF mm Sincerely SANITARIAN }M Phone566-1251 ON—SITE SEWAGE DISPOSAL SECTIONVENGIHEEP. WHER 150 Washington Street Hartford Connecticut 06106 An Equal‘Opportunity Employer CQNT; ‘N *“G €"~\5T\~(a NA‘mfLAk $u¢m,€.®WEEP “(are Y5omm m:Au.‘cvtewcagg A Ww‘mvm ig" Ram'E H V£DPAN CT\LQ AN“4g”Aamgg Lenga_ @ Fxmsmab uswm¢as ‘rwwémn-THE $~4smm MEY"(emxwé Hamrr {Amsx swau.13$:?aww€b. WW7?a/m/€8 STATE OF CONNECTICUTvDEPARTMENTOFHEALTHSERVICES DATE::qd S \C\@% sm:l ‘"-\W \N ‘,CONN.,REVIEIJ OF mINEERING HAN FOR A HOUSEHOLD smSURFACE smAGE DISPOSAL SYSTEM on i4\mwLLa Km Arw mmmm (ééradm-:aizaxoagw C ‘Sm‘fe;€Exi.(cal 4/8“?) To:Rwéar mPTMs T E‘s: ARTHUR CASTELLAZZO,SENTOR SANITARY ENGINEERm: mm Tgmw TAWREWE {Aggc 1mm.mm mm “:wg 1Q;Wiy‘Eg 4%?PSGSFELT PNE RmWFMz‘nicyv 042mgREASONmasmsszow mum nmcommior;T T"Poem g m coNsmmmrzFAN3ommWCHDmmESE2-WJM GROUTQ’D MATEIR LEVH.SEQLLOW LEmE RCCK mm \A ‘H H \$\‘Q‘iS 11 H -~Fi’w'rn 34"“Tc 4Q" REEOTTMEINDED ACTION: wmovAL APPROVAL m MODIFICATIONS OR PgOVISIoSs Norm n Saww, CONDITIONAL APPROVAL m2?TO FUMEER TESTING PRIOR TO INSTALLATION AS NOTED ONENCLOSEDPLAN. APPROVAL DENIED.SITE UNSUITABLE FOR SEWAGE DISPOSAL. APPROVAL DEEED.INSUFFICIENT WOMTION ON PLAN. APPROVAL DENIED.REVISE AS NOTED ON ENCWED PIAN Am RESMT. APPROVAL DEIIED.FURTEER SITE INVEETIGATION REQUIRE). cm:®R$¢mmmapb§USE QE mulag,wxs-nimwv‘néw Emwg-y '$<.7;.suu-K AS ‘Taé gmwa amme‘ra ”pwfiig“Sex (ScT-?ENCuqSEb Le‘naa pmgb Tagum’bi S,\q$§$h\ i(\k”TO \NS"6#E FULL.U'T‘uz‘gwww (q:545mm‘(’2)Lwé.SKQTJATune ¢p §§$i¢g~avéwéévz. gequxwx‘c cwéa geT 5am.gN gum;guswqgv TS THE Emma var. Dmmn SPEL‘IHCATIONS: no.OF Bmaocxs S Emmy mac.RATE H ~2Q Tam/IN. SEPTIC TANK a‘sac mus.LEACHING SYSTEMSQ Lav,¢F 25"we»:EmawcwsauzxsqFT FILL SYSTEM :2 FEET mm mums _N§N€ COPI$TO: DIRETOR OF EALTH Sincerely SAWRIAN Phone566‘1251 ON-SITE SEWAGE DISPOSAL SECTIONLENGIITEER150WashmgtonStreetHartfordConnecticut06106 OTHER An Equal Opportunity Employer g an .,v~ m (Er r ,LE!0¢Mww -3 §a?5;V . _‘.E§g mwiagmu‘ faugw‘mxigma. F3¥um2§ a3 Qg . P‘w EW‘V") ‘3 ‘‘x OIFLV-Z'EZ auOW S0190 iD 'PlOORH co-o )Dadsoid ggV SJOAOAjnS - sJ"ui3u3 '30SSW I 33N38MVI NHOr �-,4i- o-L -Y -LV+LL 1.nDt-Lz;g(yric,:7 � ',,�j --tfa ,-JVW 40-4 6CvydcwlS Q Can 1UvYGYJ ajiL (4t cl;4NI�11 !—:--y A--anNo y -:iv (il /K�C?JO� COY JVLAJ 5;iR-' '�Tl VIA NtLsoian-e, ,-i j-kTAI 5ftLL I-YhL 7�aNVr�6 -Z -Ubf�d -IL4 30 (401;11Vio orwl" V L4als-A,�, j--wrljrpK Ou GRc-f 'ri -Is-Adle 40251^-Qv N �K cl o�i ri i cyl H-L n cj� e 3 1 V Q'2 J- ' .18 � -1 -11 W 1 �1 rJ "Vo Cori ;,36 _L4 'A Sj I 7 ri I-K-11 Vr iA ;,.pt wa {ill tom. 09 C� 1540 SULLIVAN AVENUE -SOUTH WINDsoR.CONN.06074 AREA CODE 203/644-2511 January 6,1989 Mr.Edward Bernat721KingStreetSouthWindsor,CT.06074 Dear Mr .Bernat: This letter will serve to confirm our conversation regarding thesepticsystemtobeinstalledonyourpropertylocatedat141MillerRoad,South Windsor. Due to the nature and complexity of this installation,it will berequiredthatafterthesystemisinstalled,an engineer do an"as built"drawing to insure that the system is installedaccordingtotheapprovedplanandwillfunctionproperly. Very truly yours, f’%&€7 D—e/#A’i/Robert Deptula,R.S.Environmental Health Officer RD/ml § John J.Lawrenée 8iAEsoéiates, ‘i Inc Civil -Sanitary -De’kigng ldsoécyion -Testil-Ig IETTEER @F TRRZAXW$WWTZML 486 Prospect Age.H5rtfordi CT 06105Phone232-4740 l South wi?ad£br Tom muTO 154 Su11 1‘van Avenue South Windsor.CT 06074 GENTLEMEN: WE ARE SENDING YOU XX Attached U Under separate cover via the following items: D Samples D Specifications E Copy of letter E Shop drawings Cl Prints D Plans C]Change order E THESE ARE TRANSMITTED as checked below: 13 For approval Cl Approved as submitted D Resubmit copies for.approval B Approved as noted REMARKS £x For your use 13 As requested E]For review and comment D FOR BIDS DUE D Returned for corrections Cl D Submit D Return copies for distribution corrected prints 19 Ll PRINTS RETURNED AFTER LOAN TO US COPY TO FILE SIGNED: lf enclosures are not as noted,kindly notify us at once. 2—15—89“@331:Deptu1a,R.S. Bernat Residence 141 Mi11er Road South Jindsor.CT COPIES DATE NO.DESCRIPTION Site Plan —Revised Septic SystemRev.2-15-89 V1F / HA 91S ET AL NOTES GENERAL 1. 'Lone AA-30 Front Yard 50 ft. min Rear Yard SO ft. min. Side Yard 20 ft. min. leech side) 2. Minimum Lot Area 30,000 s.f 3. Minimum Lot Width 150 ft 4. Minimum Lot Depth 150 ft 5. Maximum Building Height 30 ft 6. Maximum Lot Coverage 15% 7. Proposed 0M driveway apron shall be built according to the specifications of the town of South Windsor. 8. All grades to be verified. 1; RPT1r 1. Septic design based on a percolation rate of 1 inch in 11 to 20 minutes, and the soil data from Test Role (T.H.) 05. 2. Septic Area Required: (675 s.f.) * (450 s.f.) = 1126 s.f. 3. Septic Area Provided. 4_�O J.F x (2 5 ft. wide) . 1125 s.f. 4. Septic System must be rr minimum of 25 ft. from the house and 100 ft from well. 5. Septic tank (tank 1) must be a minimum of 25 ft. from tw • and have a capacity_of 1500 aJlions( �A �il � IF p���,��,yy�� t� I if i.ff C� Tr, t? ty, )1.)Cl fiA)a: [ ;tlwlfl/ A7' k '1D 1 1 Of M14L�DtLS . aTJ TJ' DISTNIN ►T II�►J i11x�iTgii C7�.lCC'S, t► i� , 31� C H ST r YhMWII IFS, CT, M*12) IM M)NA1b A �L Dtst-v rnaj (Mar,r3/!� �L•. J� . _- —. C(iv TER re ClNrl.P •� F P •.,d i l . e . o .. -i eas�•em. �- • + • • .p ... • • • \ e .0 ' 0' 4 o I . .� ► I t e. I ..: fi: '� _ 2 ^ e,n�r w•nY re ..,++•�r�r•• i.�a ran. a _ _ ♦ O O O ••O t O,AL �(Xr� 2 ter.. ✓ i• 0a s.vr a^.. tii s - 6. °_ o r -zt - -1 1- ,0-.0 "•::fig. �b = _ ,. , 0 n� ° 1L �.r r �' snw.,� ax•/sesemmaa/o e• OC� �rea.�I rrnvta ��' -1z16ZVAI` A.A �W - t!v 6! nn (ltl>=-uttCull�t(ll�nt�ttr�nt�lt�tttr=-ii�l1=� LOT 19 N30 44 21E J.7U EROSION CONTROL NOTLS: I. Construction activities shall be done in accordance with the final site plan. Any additional sediment/erosion controls deemed necessary during the construction process shall be implemented by the developer. 2. Standard erosion control methods;("Connecticut Guidelines for Soil Erosion and Sediment Control" The Conner_ti.cut Council on Soil ant 'Vvater Conservation January 1985) shall be utilized during construction. 3. Baled hay erosion checks shall be. installed prior to intiation of construction and shall be maintained throughout the duration of construction until distrubed areas have been stabilized. 4. Immediately following final grading, areas distrubed during construction shall be loamed with 4" of topsoil, seeded with perennial fine textured grasses at the rated of 2.5 lbs. per 1000 square feet and mulched with hay at the rate of 100 lbs. per 1000 square feet. 5• Erosion and sedimentation control measures and restoration methods shall be subject to review and amendment by the town staff. 6. Natural areas containing trees shall be preserved when possible. 7. Any additional sediment/erosion control measures deemed necessary by the staff during construction shall be implemented by the developer. The developer shall be responsible for maintance/repair/replacement of all required sediment/erosion control measures untill all distrubed areas have been stabilized to the satisfaction of the staff. I Swafe r Baled tray or straw • Bates to butt to"gcther l - - IF 6'= `I Varies depending on heittil of I slope and steepness of raultint trade at toe of sloprexistin"g Flow 8� Iround Intersection rt— Al 8 _ 2" x r' x 7 %plus ndt Zak I ELL U&I I Embankment slop 2-7' x 2" x T slaKes each bale 6' _ r Embankment slope Eilslint round Overlap seta TYPE 'A, IiCE NOTE: NOTE: To bo heed In loullons whale To i e "all `I66410 MIND Oka ulsfint "ground slopes In rotm4 akpl NW VN M lw toward the toe of the embankment •f M4416akw BALED HAY OR STRA'N EROSION CHECKS U�'/Cy%NAG.. C_r'l/TUc/%RS e r v 1 , , �1 _ t _ 44 e j / O j -- i ck • S17 = IV �� D WAA`ZD � /1/%A R / A cJ, Szr_`� tiA -7" /4 / ROAD S O U 7-,Al W1 A/0 S 0 R , C O w'NEC 7- / T NIAY , 1956 SC E o "= 20 ' .. �Olt `r P � 'Agee• ,pf- 7 3.. ^.a 7Zk-14 P.• HEREEBY DECLARE THAT Th S MAP IS SUBSTANTIALLY CORP,ECf. THIS MAP AND SUF;NEY WERE PREPARED IN ACORDANCE WITH THE STANDARDS OF A CUSS A-2 SURVEY AS DEFNiED IN THE 'RECOMIIENE-r STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECT ICUT • AS PREPARED AND ADOPTED BY THE CONKCTICUTASSOCIATION OF LAND SURVEYORS. INC., ON SEPTEMBER 13. 19&. �'s # 7394 Jo n J Lawrence Jr Date Reg Edward Bernet e141 Miller Road 6. Windsor, CT Test Date (Deer Pit. ) t1q•1q$$ TH 91 0-5" Organic Silty Loam 5-20" :;llty Loam with some 2-4atones 20-33" Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal A 33" (reddish brown sandstone) 0-5•' Organic Silty Loam 5-20" Silty Loam with some 2-4 stones 20-TAN Reddish Brown Gravelly C,,arse Sandy Loam (Till) Refusal B 54" (Reddish -brown sandstone) TH 63 0-6" -24" -40" -83" TH 94 0-3" -24 4 "2 TH 05 0-3- -16 -34' -54" T1L1<g -16 -34 -56; TH S7 0-31, -25" -48" TH as 0-3" -30" -36" -42" Forest Litter & Organic Silty Loam Silty Loam with some 2-4' stones (moist) Fine Sandy Loam Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal varies 60-83" (Reddish -brown sandstone) Forest Litter & Organic Silty Loam Silty Loam with some 2-4" stones (moist.) Fine Sandy Loam Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal 0 72 (Reddish -brown sandstone) Forest Litter & Organic Silty Loam Silty Loam with some 2-4" stones (moist) Fine Sandy Loam Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal • 54" (Reddish - brawn sandstone) Forest Litter Ar Organic Silty Loam Silty Loam with some 2-4" stones (moist) Fine Sandy Loam Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal O 56- (Reddish -brown sandstone) Forest Litter & Organic Silty Loam Silty Loam with some 2-4" stones (moist) Reddish -Brown gravelly coarse sandy loam (till) Lens of grey silty loam with few orange mottles • 26- Refusal 0 48' (Reddish -brown sandstone) Forest Litter & Organic Silty Loam Silty Loam with some 2-4" stones (moist) Reddish -Brown gravelly coarse sandy loam (till) Lens of grey silty loam with few orange mottles A 26" Refusal 0 60' (Reddish -brown sandstone) Forest Litter & Organic Silty Loam Silty Loam with some 2-4" stones (moist.) Fine Sandy Loam with silt Reddish -brown gravelly coarse sandy loam (till) Refusal ! 42" (Reddish -brown sandstone) Forest Litter & Organic Silty Loam Silty Loam with some 2-4' stones (moist) Reddish -brown gravelly coarse sandy loam (till) Refusal Il 36' (Reddish -brown sandstone) - - . ISM �— ^27 !• tn''JCJ 1l1 �� ��l}1 �Ji.A ',, l�'�`�•,.�-1� _-__-�l• e' --- ... - / jsr'+ ,yq rE sr sr ..•see- . S L� N"i. DA I vI — — -_ NY__.._.—__ N`� -N f ..--- — -- JONN LAWRENCE ASSOC. Ems - Surveyors 486 ProsoW Ave Harttori ;' (6105 Phone 232-4740 fun - ------ Z OF SHTS A / / . , /I-- _ /� A /n n . e4 / n A A A = 17) ^ - , / /7 / r A , NOTES re>�1i811eI. ' 1. Zone AA-30 Front, Yard SO ft. min. Rear Yard SO ft min. Side Yard 20 ft. rain. (each side) 2. Minimum Lot Aram 3r:,G0a s.f. 3. Minimum Lot Width f' 4. Minimum Lot. D*pth ft 5. Maximum Building Height 30 ft. 6. Maximum Lot Coverage 15% 7. Proposed oft driveway apron shall be built according to the specifications of the town of South Rindsor. 6. All grades to be verified. SSPT.IC 1. Septic design based on a percolation rate of 1 inch in 11 to 20 minutes, and the soil data from Test Role (T.H.) 05. 2. Septic Area Requitod. (675 �.f.) + (450 s.f.) = 1125 a.P. 3. Septic Area Provided. �'} �_.F . x (2.5 ft. wide) 1125 s.f. 4. Septic System must must be minimum of 25 ft. from the house and 200 ft. from well. 5. Septic tank (tank 1) trust be a minimum of 25 ft from �the 61- fAj ' and have a capacity Of 1500 +2loasi l�l4 C,*" ("14- .0 �J. ^r� '1L1E i ,.<�{�•� t, COX , } e / tT t..1,i Ct -�Ulr1�, Vh :: 'lfr4'0i A Ott M)'VA Lft-n =k-A L D%S?V�.) CE.v TER TV Clv""r 14aTr i}rAvr -� ! s CL n •ft ! • a a- WWOIJALIPA dY d• } ` , r-z',5---_ • Ian .� -,� �. ,...c.•. SEA-.�'`HG�T �RE./�C H �!v 4 X -- _ sc,A� � )_ 141it''llll�lltl�((it1�=1111�-illtE�-�IIIE--�It�ll�� �_ ! i<.�1r1 1 li N30 44 21E 330 -�ii 42W -� r i EROSION CONTROL NOTEIS: 1. Construction activities shall be done in accordance with the finaslelte plan. Any additional sediment/erosion controls deemed necessary duriq the construction process shall be implemented by the developer. 2. Standard erosion control method s;("Connectic ut Guidelines for Soil EroslWa and Sedi Trent Contrul'r The Connect;.;: ut Council on Soil %n-1 '.Pater Conservation January I985) shall be utilized during construction. 3. Baled hay erosion checks shall be_instailed prior to intiation of construction and shall be maintained throughout the duration of construction until distrubed areas have been stabilized. 4. Immediately following final grading, areas distrubed during construction shall be loaned with 4" of topsoil, seeded with perennial fine textured grasses at the rated of 2.5 lbs. per 1000 square feet and tnulchedwitb hay at the rate of 100 lbs. per 1000 square feet. 5. Erosion and sedimentation control measures and restoration methods shall be subject to review and amendment by the town staff. 6. Natural areas containing trees shall be preserved when possible. 7. Any additional sediment/erosion control measures deemed necessary by the staff during construction shall be implemented by the developer. The developer shall be responsible for maintance/repair/replacement of all required sediment/erosion control measures untill all distrubad areas have been stabilized to the satisfaction of the staff. I Swale I W Daled her or s4aw Sales to butt lotelhe' varies dePmMl on hcitht of I sbh sal feth�ee/�pu of rnn(tiat P 1i111 te(>XFat Ftat is r• s r stakes too bile r' ! � e�y A 2" s r slakes each We rebmkraem slope f Y EfKtiat ground ' CveAaF edjrsl TYPE 'A TYPE ,8 NOTE: ACTS: To be used In locations whve To to ssei WWI the es)iSa{ the ssfstint hound slopes In 1W.0d 9465 way Iran the too lowed the lee of the ableaseat of the soUwltsemt BALF,D HAY OR STRAW Ef10S(ON CHOCKS 9 �t r \ / OR, • � IS / T-Lk---- PI_ A N PR.E PA R EGA FO4P EDWA a't /CIAR/A R�FRA/A-7- 141 M/1-44FR ROAD S n !/ TH W1A/0 S 4 �q' , C 41vi1EC 7- 7- MA y , 1-968 5CA LE- a / � = .20 � �!/jeNgNNMNMNgpp9A AWNECT��'��s4 I �0 tiP 1• `F�; GT s C. C• _ 7 3 a i' L.�. 'taN/H; iHrNNNN i'.. • - 1 ' DECLARE THAT THIS MAP IS S1IITAITIALLY CIMEC -. w lft UNNEY WEN PREPARED IN INVITH 7K � A "ASS A-2 SURVEY AS DEF INED 'N ?� -ROXIIII604M ^44&&6 FOR 43V "'YS Atet`T MAPS IN THE STATE 1 taw ri Mtn AS '9Y THE CONNECT I CUT ASSC IATION 01r LAW if .ff�lIU 'W-- . SEP INER 13, 1984. t , 47394 J n Js*r4n,I �e ce Date Reg, Edward Bernet 0141 Miller Road S. Windsor, CT Test Datr, (Deer Pit.) 3.C)+tg89 TH di 0-51, Urganic Silty Loam 5-2G" 'ilty Loam with some 2-4-stones 20-33" Ftlddish Brown Gravelly Coarse Sandy Loam (Till) Refusal 6 33" (reddish brown sandstone) TH # 2 0-5' Organic Silty Loam 6-20" Silty Loam with some 2-4" stones 20--�,, Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal 0 54" (Reddish -brown sandstone) TH #3 0-6" -24 -40 -83 TH s.4 0-3" -24' 40'• f.a, TH SS 0-3" -16 -34 -S4 T1Lss 0-3, -16 -34 -56 TH s^ 0-3' -25- -46' :.: 4. 0-3" -32 -Pic TH s9 0-3 -33 _.:. -42 ?if via 0-3" -32- - 36' Forest Litter & Organic Silty Loam Silty Loam with some 2-4" stones (mc,ist) Fine Sandy Loam Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal varies 60-83" (Reddish -brown sandstone) Forest Litter & Organic Silty Loam Silty Loam with some 2-4" atones (moist) fine Sandy Los" 116841xts Bros-., ?ra:Zllr Oc^ aik 3ascty L ass ."'ill) Refusal Y 72 (Reddish -brown sandstone) Forest Litter 6 Organic Silty Loa" Silty Loam with some 2-4- atones (moist) Fine Sandy Loam Reddish Brown Gravelly Coarse Sandy Loan (Till) Refusal 0 54' (Reddish -brown sandstone) Forest LiAAA, r A Organic Silty Loam Silty Loam with some 2-4 stones (moist) fine Sandy Loam Reddish Brown Gravelly Coarse Sandy Loan (Till) Refusal • 56" (Reddish -brown sandstone) Forest Litter & Organic Silty Loam Silty Loam with some 2-4- stones (moist) Reddish -Brown gravelly coarse sandy lose (till) Lens of grey silty loam with few orange mottles • 26" Refusal t 48 (Reddish - brown sandstone) Forest Litter & Organic Silty L-am Silty Loea with some 2-4" stones (moist) Reddish -Brown gravelly coasts sandy loam (till) Lens of grey silty loan with few orange mottles • 26" Refusal 0 80' (Reddish -brows sandstone) Forast Litter & Organic Silty Loam Silty Loam with some 2-4- stones (moist) Fine Sandy Loam with silt Reddish -brown gravelly coarse sandy loam (till) Refusal t 42" (Reddish -Drown sandstone) Forest Litter & Organic Silly Loam Silty Loan with some 2-4- stones (moist) Reddish -brown gravelly coarse sandy loam (till) Refusal • 36" (Reddish -Drown sandstone) -*< ` --;K ' AM (0 J / / O J CAMErPOA/ L/iP ET A,. LOT 19 N30 44 21 E 14 t / yam• / i — \ `•.'t / � � +r ! �'y•'! ;may , 9 ell 1,4 11I •` ATj,�j,) V Q r�(, •i +� ;;r.fr` !J�t' EltAt'R�_'X 14w-f4 JT "`2 E3 L-F A lip S 7 z� PZ D WA�' L� � MARIA CJ n/ A 77- /4 / ROAD AIAY , 1958 SC,C E o "= 20 ' ti �O ti0 �l! �y 712 t - �� Wit, !.6t"i� -A / 'V `Y to I / i j' -,00 C-A ul 01 J 00 Icy Ll t c"Tr WA low C IFS / i 460.0 _ __ � �Q /✓ Eo`s-�a.PD/ G. BO/sE Fr Awe- Lor �/7 S30 57 42W 0� o NOTES GENERAL. 1. Zone AA-30 Front. yard 50 it. min. Rear Yard SO ft. min. Side Yard 20 ft. min. (each side) 2. Minimum Lot Area 30,000 s.f. 3. Minimum Lot Width 150 ft. 4. Minimum Lot Depth 150 ft. 5. Maximum Building Height 30 ft. 6. Maximum Lot Coverage 15% 7. Proposed oft driveway apron shall be built according to the specifications of the town of South Windsor. 8. All grades to be verified. SEPTIC 1. Septic design based on a percolation rate of 1 inch in 11 to 20 minutes, and the soil data from Test Hole (T.H.) 05. 2, Septic Area Required (675 s.f.) * (450 s.f.) = 1125 s.f. 3. Septic Area Provided 4JD L.F x (2.5 ft. wide) . 1125 s.f. 4. Septic System must be ,, minimum of 25 ft. from the house and 100 ft, from well 5. Septic tank (tank 1) ,just be a minimum of 25 ft. from the house and have a capacity of 1500 gallons(1y�I&11* tF 4 d?T.4 3=-p0.� N_iNiICLR IA1Cif1 DUE 31�Lt C�ti.stU CE1i111 E T'J 1JlJtaigl tslivar.+ 3 ' :11iY DfS+"C H , fy.4J` �(r W0I CVA *_)T FaAL DtSZ1Vty,1T1cIJ MA Cr to,,, _tom vq!L . cr.v7FT ro Ll v rlfVAI V'/ ✓ ' i/Ima••�o - o • �• •a 3 � _ �s a a - �Fo P.o _ - UAL L�1D�c ,r z•..-.... ,•,-.�. �....a...•..,. s j C1F7 III ^ramIF or It -- -+ uv a Ar _ rvor:.-m: ScA,z.EJ.= IIII�IIIICIIl1�1111l��1IlF=illl��il1�-111 M =—If `N 11�1 �— SANO SToN E OR 4EG GGJ (EROSION CONTROL NOTES: I. Construction activities shall be clone in accordance with the final site plan. Any additional sediment/erosion controls deemed necessary during the construction process shall be implemented by the developer. 2. Standard erosion control method s;("Connectic ut Guidelines for Soil Erosion and Sediment Contrui- The Connecticut Council on Soil nn9 Water Conservation January 1985) shall be utilized during construction. 3. Baled hay erosion checks shall be, installed prior to intiation of construction and shall be maintained throughout the duration of construction until distrubed areas have been stabilized. 4. Immediately following final grading, areas distrubed during construction shall be loamed with 4" of topsoil, seeded with perennial fine textured grasses at the rated of 2. 5 lbs. per 1000 square feet and mulched with hay at the rate of 100 lbs. per 1000 square feet. 5. Erosion and sedimentation control measures and restoration methods shall be subject to review and amendment by the town staff. 6. Natural areas containing trees shall be preserved when possible. 7. Any additional sediment/erosion control measures deemed necessary by the staff during construction shall be implemented by the developer. The developer shall be responsible for maintance/repair/replacement of all required sediment/erosion control measures untill all distrubed areas have been stabilized to the satisfaction of the staff. I Swale I s Baled hay of slfaw • _ ;' Bales to bull together Vries depc"ng on height of I slope and steepness of rewtfing grade at Foe of sbpe-existing Fbt s ground IntersecCon -4 4 - a r• x Y• x r stakes each bail PlAlltLLN a 7 slakes each bale Embankaart steely + Embankment slope i' ! Efisting ground �i- 4 Overlap edges TYPE 'ATYPE '8 MOTE: ROTC To be sad 10 Hagen wham To Is Baal sumo The ukllng M 11118ft NM skm IN gmad Won MW has ens In testes/ be be of M "okeent mf so eslnbut . SALEO HAY OR STRAW EROSION CHECKS (art �11 V� r j� �i LGILI, , #vI f fin-% j'Tg�C ! sl •! ��%/'Y�n tI r' !c r/f _ 4 In +'yF CO�Jt;F ao,� _;;'�• F^I: Via' r .� a,al-J. 739�ee� r 1 ��i rJFEa di 1 I HEREEBY DECLARE THAT TH IS MAP I S SUBSTANTIALLY CORRECT. THIS MAP AND SURVEY WERE PREPARED IN AOZRDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN THE `RECOMMENED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.. ON SEPTEMBER 13, 1984. k) I' S- ,Jf # 7394 "A J0 n J Lawrence Jr Date Reg �Zl-- --- _ Edward Bernet 0141 Miller Road S. Winds,,&-. cl, Teat Date (Deep Pit.) 3.OR•l�188 TH mi 0-5" Organic Silty Loam 5-20" Silty Loam with some 2-4" stones 20-33" Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal A 33" (reddish brown sandstone) TH x2 0-5- Organic Silty Loam 5-20- Silty Loam with some 2-4- Ptones 20-1,Reddish Brown Gravelly Coax -so Sandy Loam (Till) Refusal 0 54" (Reddish -brown sandstone) TH 43 0-6 -24 -40 8? TH 64 0-3- ?4 4u _V TH 05 0-3- - 16 -34" -54.. TH si 7 0-3" -251, -48' TH 1111 0-3" -32" -601, TH as 0-3- -30' -36' -42' TH min 0-3" -32- -36' Forest Litter & Organic Silty Loam Silty Loam with some 2-4" stones (moist) Fine Sandy Loam Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal varies 60-83" (Reddish -brown sandstone) Forest Litter & Organic Silty Loam F11ty Lnam with some 2 4' stones (hoist) t Nine Sandy Loam Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal • 72" (Reddish -brown sandstone) Forest Litter & Organic Silty Loam Silty Loam with some 2-4" stones (moist) Fine Sandy Loam Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal 6 54' (Reddish -brown sandstone) Forest Litt-ir h Organic Silty Loam Silty Loam with some 2-4- stones (moist) Fine Sandy Loam Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal O 56" (Reddish -brown sandstone) Forest Litter & Organic Silty Loam Silty Loam with some 2-4" stones (moist) Reddish -Brown gravelly coarse sandy loam (till) Lens of grey silty loam with few orange mottles 0 26" Refusal 0 48- (Reddish -brown sandstone) Forest Litter & Organic Silty Loam Silty Loam with some 2-4" stones (moist) Reddish -Brown gravelly coarse sandy loam (till) Lens of grey silty loam with few orange mottles 0 26" Refusal g 60" (Reddish -brown sandstone) Forest Litter & Organic Silty Loam Silty Loam with some 2-4" stones (moist) Fine Sandy Loam with silt Reddish -brown gravelly coarse sandy loam (till) Refusal A 42" (Reddish -brown sandstone) Forest Litter & Organic Silty Loam Silty Loam with some 2-4- stones (moist) Reddish -brown gravelly coarse sandy loam (till) Refusal 0 36' (Reddish -brown sandstone) MISS) :5-r- — .- S'O�'s. ^••� •.i t•O•V•�-..-.._._. _...-. /V rr r 26 b JOHN LAWRENCE ASSOC. Engineers - Surveyors '115 Prasimt Ave Harttord, CT 06105 Phol 232-4740 _.L_ OF __... SHTs John J.Lavirence &Associates,Inc. Civil -Sanitary -Design -lnsnection -Testing LET'FEU’3 @F TERAWgMJWWAL 486 Prospect’Ave’.Hartford,CT 06105Phdne232-4740 i;; To South Windsor Tom HaH 1540 SuH ivan Avenue inuih ""£1 GENTLEMEN: WE ARE SENDING YOU D Attached U Under separate cover via _the following items: E Shop drawings D Prints Ki Plans E Samples E]Specifications D Copy of letter E]Change order [1 THESE ARE TRANSMITTED as checked below: Ll For approval D Approved as submitted 13 Resubmit copies for.approval Ci For yOur use D Approved as noted D Submit copies for distribution Ci As requested B Returned for corrections E]Return corrected prints El For review and comment LJ Ll FOR BIDS DUE 19 Ll PRINTS RETURNED AFTER LOAN TO US REMARKS Revised per phone conversation ?”,W ,tU/LM COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. ga/id) _£_—22__‘q JOB N0. g, _Eemat.Residencg 141 MiHer Road South Windsor CT COPIES DATE N0.DESCRIPTION Rev.2-22-89 Site PTan —Revised Septic SysytgeriL IT .r C Cad K KA /i-/A R /4I S ✓. CAME/901✓ -IR , ET AL LOT /9 N30 44 21 E � r ARA 4 eee� t z J 'V t � • � � �' ti _ � l Al- � �' � / / \ � � . t. � -' rr !y` a .t, . a:,j tom.• • i�.,•.a ► 4 ;...• .1. "�` / L. i�JiEACA VA 77,1ji r: rt'...�•.. , s�Q u I / \� j / / s -f r(�}") � ,,,ur LrV4`& AAM`x i4" 24" , 7. INIA / o �1.0 OiJ la .16 /rC4gE) _ 21 00 P, y 2� 32 ►fir :. a .: T ; - ;,,� y (i '; �. LEAK-' I AAA Y - , t� C _ .ttfK, 14�. G lie ` 3 Z 4'-44 i 1 s � v T Pl- ANS/ � /Cf7E- PA R EZD FOR 2ED "IA R � Ali, /VA R / A cJ, 52c-7�'A/A-7- 141 M /, . L Ems' ROAD SOUTH W/A/47)SO)4�' , 60A11 /EC T/CaUT A-1A Y , 1_96e SC A LE m " = 20 0 c _ _ ^ ,a r / _ _ ,�l - L(([,Ar, I U� br. V1'#(,I 11,� MAY 0C �? C r 0 11 ` J-- - � 'f�!��1►^- � f - ' J " - AL,<0 3T 7n � I V li ELDCA ALL To 1W FL CP4 1 -�101,ox ti_ EOt/VA/PD/ 6u/sE E 7- .a4 *"° Z 530 57 42W -� 2��r� � � e lk -4177 a NOTES GKNBBAL 1. 'Lone AA-JU Front Yard 50 ft. min. Rear Yard 50 ft- min. Side Yard 20 ft. min. (each side) 2. Minimum Lot Area 30,000 s.f. 3. Minimum Lot Width 150 ft. 4. Minimum Lot Depth 150 ft. 5. Maximum SuiIding Height 30 ft 6. Maximum Lot Coverage 111% 7. Proposed 00 driveway apron shall be built according to the specifications of the town of South Windsor. 8. All grades to be verified. ARPTTC 1. Septic design based on a percolation rate of 1 inch in 11 to 20 minutes, and the soil data from Test Hole (T.H.) 05. 2. Septic Area Required: (675 s f.) (450 s.f.) = 1125 s.f. 3. Septic Area Provided •15D F x (2.5 ft. wide) . 1125 s.f 4. Septic System must be a minimum of 25 ft. from the house and 100 ft. from well 5. Septic tank (tank 1) must be a minimum of 25 ft. from the hOU8�__, and have a cagehilty f I�J>�00 gallons( IF '���i pip 8 ;� t R ft� LEAF f DUE .,tt r [ELN I t rE 1 D �►' LOB l 1• Am A rsCN :>r "Iff'� z4_,wf%a) too � e � (ice cCKrfTT£ �- t► Y;, rr� s. ygWWlLl.E,CT.,,{Q ) M r00IVALf T F4"L DSTKIj�TT1(� 17ttUG to)( r ffi-L,� . - CEiv rA1R ro C�:v r•!.r 4 • gl� 6J1 `.. %Y/ d It s 2 her w'�Y er .++N .14� 1�*•►� 4 • ° �• - IN IrAOAL am 0 ° CM o T , �Hk�►� E�iOt�l.D b�- t!v 6! - II,I iIrIC►ntCi(irl ItlF=ltlr lnlF�- U III +II III $An/O 5 TO v E O/P 4 EROSION CONTROL NOTES: 1. Construction activities shall be done in accordance with the final site plan. Any additional sediment/erosion controls deemed necessary during the construction process shall be implemented by the developer. 2. Standard erosion control methods ;("Connecticut Guidelines for Soil Erosion and Sediment Contrul" The Connecticut Council on Soil An,1 'ffater Conservation January 1985) shall be utilized during construction. 3. Baled hay erosion checks shall be, installed prior to intiation of construction and shall be maintained throughout the duration of construction until distrubed areas have been stabilized. 4. Immediately following final grading, areas distrubed during construction ahall be loamed with 4" of topsoil, seeded with perennial fine textured grasses at the rated of 2. 5 lbs. per 1000 square feet and mulched with hay at the rate of 100 lbs. per 1000 square feet. 5. Erosion and sedimentation control measures and restoration methods shall be subject to review and amendment by the town staff. 6. Natural areas containing trees shall be preserved when possible. 7. Any additional sediment/erosion control measures deemed necessary by the staff during construction shall be implemented by the developer. The developer shall be responsible for maintance/repair/replacement of all required sediment/erosion control measures untill all distrubed areas have been stabilized to the satisfaction of the staff. I $wale i Baled hay Of slow _ Bales to butt together varies depending on height of I slope and steepness of resulting grade at toe of slope -existing Flow g ground Inlerseclion - 8 sr ,'r Ff.. e :" x r' x 7 stakes each bale PLAN_ PJ�iI I Embankment %lore 24' x 2" x T stakes each bale\ g' e r - Embankment Slope a ` ' Esisting ground - Cverlep edgy TPA_' TYPE '8 NOTE: NOTE: To be used In loutlons whero To be used where The ealsUsa the existing ground slopes In Imew slops as" (foie OM be toward the toe of the embankment of the embankment BALED HAY OR STRAW EROSION CHECKS f /V D N 7 ) i A[ 5 //7-,'3 l'S NNN - ®raj,, Jt- 2, ff 8-7 !T�L ARTA_r d.0 Tr, 141 E=KrS @4�e�0F�VlS10N gY 01'CO r'J• `,... c *;T J a 13 ( ' i 739��xa�'' t J P'�'f E' Sl F =neg9� L T1 7 f 1 4 Edward Bernet 0141 Miller Road S. Windool., CT Teat Date (Deep Pit.) 310411.1 18$ TH if 1 0-5.. Organic Silty Loam 5-20" Silty Loam with some 2-4- stones 20-33" Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal 0 33" (reddish brown sandstone) TH 112 0-5" Organic Silty Loam 5-20- Silty Loam with some 2-4" stones 20-"I, Reddish Brown Gravelly Course Sandy Loam (Till) Refusal Q 54" (Reddish -bra n sandstone) TH 00-6- Forest Litter & Organic Silty Loam -24" Silty Loam with some 2-4" stones (moist) -40- Fine Sandy Loam -83" Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal varies 60-83" (Reddish -brown sandstone) TH s0-3" Forest Litter & Organic Silty Loam -24" Silty Loam with some 2-4- stones (moist) -40- Fine Sandy Lonm Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal 0 72' (Reddish -brown aandstone) TH s5 0-3" Forest Litter & Organic Silty Loam -16" Silty Loam with some 2-4" stones (moist) -34" Fine Sandy Loam 54" Reddish Brown Gravelly Coarse Sandy Loan (Till) Refusal r3 64' (Reddish-brpvn sandstone) Tir I 0-3- Forest. Lft.t,or k Organic Silty Loam -16" Silty Loam with some 2-4- stones (moist) -34" Fine Sandy Loam -56;' Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal O 56" (Reddish -brown sandstone) TH 17 0-3- Forest Litter & Organic Silty Loam -25" Silty Loam with some 2-4" stones (nor' -48" Reddish -Brown gravelly coarse sands -'nr (Lill) Lens of grey silty loam with few orange mottles 0 26" Refusal 0 0' (Reddish -brown aandst ) TH $8 0-3" Forest Litter & Organic Silty Loam -32" Silty Loam with some 2-4" stones ( ist) -601, Reddistr Brown gravelly coarse sand loam (till) Lens of grey silty loam with few orange mottles • 26' Refusal 0 60' (Reddish -brown sandstone) TH as 0-3" Forest Litter & Organic Silty Loam -30" Silty Loam with some 2-4" stones (moist) -36" Fine Sandy Loam with silt -42" Reddish -brown gravelly coarse sandy loam (till) Refusal A 42" (Reddish -brown sandstone) Tx r003" Forest Litter & Organic Silty Loam -32" Silty Loam with some 2-4" stones (moist) -38- Reddish -brown gravelly coarse sandy loan (till) Refusal # 36" (Reddish - brown sandstone) If g• ��� 4 73Q4 eeT�r'� isw Ik.a-��s�ak.r�.✓i. invvvvl i 3I af �$ /C_TAB% d�UwpectAg Hiof�ttwwon. Cfi. i6ir6f105A - 4- ti \ Jo n J Lawrence uIr Date Reg Phom 23t-040 LA` ;` 4 V '; I HEREEBY DECLARE THAT TH;S MAP ISSUBSTANTIALLY COP,RECr. THIS MAP AND SURVEY WERE PREPARED IN AMRDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN THE "RECOMMENED STANDARDS FOR SURVEYS AND MAPS IN THE SATE OF CONNECTICUT' AS PREPARED AND ADOPTED BY THE CONNECT I CUT ASSOCIATION OF LAND SURVEYORS, INC.. ON SEPTEMBER -3. 1984. � � () 4��:) r) slNs - -F io -7- "Lt► al mid S0190 0 0JrJGJeH any 170&Old WV saoA9A, nS - sA*uf2u3 '30SSd 33NUMd1 NHof C.4-r Ylla� 1✓� r ;J•S i 0441"4 ' Q ' a.. s far t'`d :' 9.iv. :444 A •P,7, ,9 Cam/ d � � ��Z•�{�i '�. f"' T.i.t � i.' E . ^M:- �.i.11+ti � G74V 'ifs► � ' �- �y,, _ _._-_ — _ _ (auogvpuvs unosq-4vTPPoV) ..9E 0 Teen;ad (TTTg) wool Apuvs 092900 AjjaA*21 unoiq-4sTPPOd ..9f- (19Toul) sauols .,b-Z aaos 44Tn Wool AgTTS 2E- woo•I A1TT9 01uv120 9 2*1?TZ 1v*SGj ..E-0 TTTA-iZ (auolapuvc unosq-4rTPPOd) .,Zb 8 Tern;ad (TTTg) WvOT Apues 9sie00 ATTanv21 unosq-49TPpad „Zb- 1TTr 41Tn wool Apueg vuT3 ..9E- (1sTOW) sauols „b-Z Owos ggTn weol AgTTS ..0£- wool AgTTS OTve1sO y S041Tl 490103 „g-0 fiT-iTZ (ouo4%puvc unosq-4sTPPa8) 119 a Tesn;ad ..9Z 0 BOT44OW a2uvA0 nv; 41Tn wvoT AZTTs Aa21 ;o seal (TTTg) wool Apuvv avawoo ATTane21 unos8-4rTPPo8 ..09- (gsTow) sauols „b-Z awos 41Tn wool AgTTS ZC- meol AgTTS OTUe120 11 JaggTl 160203 .,£-0 I rm (auogspues un0sq-49TPPa8) ..go S Tern;ad 92 • rOTggom afu*So me; 41Tn wool AgTTS Asal ;o sual (TTTg) meoT Apuvv oszeoo ATTOA*21 ue0.2s-49TPPOd .9b- (191000 sOU019 „V-Z Otsor ggTn Wool AgTTS SZ- wool AgTTS 0Tuv120 Y S044TI 1*0203 .£-0 7 (Ouolapuvs unosq-4sTPPv8) _99 0 Tevn;aN (TTT1) Wvol Apuv, acieo0 ATTane2rO unoig 4sTppad gS- weoq Apvvq PUTS b£- (1aTow) sauols ••b-Z awou 41Tn stool AgTTS 91- weo-) AgTTS 3111e1.40 y u014c'I 1so.tu3 _s:-0 9r-M (auolrpuvs UK*-zq-4sTPPad) bS 0 iWsn3Od (TTT1) m*ol ApuvS •ei*o-J ATTOA620 UmOJS RcTPP08 bS- m*ol ApuvS OUTS vc- (191001) eOuogs ..b-Z OWor 41Tn wool AgTTS Al - as*ol AgTTS 0TUv120 9 1011Tl 199103 ..E-0 (Ovolspuvs Uesoxq-4OTPPOd) ..ZL s Tosn;ad (TT11) wool ApuvS ovivo0 ATTOA920 UMOM 4STPPQNH Z� wool Ap4`; OUT..j 0b- (1sTow) savols .,V-Z Owos 41Tn wwol AgTTS ..tZ- m*ol AgTTS 0Tu9120 V za11T'j aw.103 „C-0 ' vvm (ouo,4spues unoi4-4STPPO8) ..£9-09 sOT2vA Tecn;all (TTT1) Wool ApuvS asie00 ATTaneig unoss gSTPPad ..£9- wvol ApuvS aUT3 ..Ob- (1StoW) sauols ..b-Z aWOs 41Tn wool AgTTS VZ- MwOq AgTTS 0Tue120 V Sa11Tl l99109. ..9-0 (auolcpuvc unosq-45TPPOd) -V9 8 Tesn;ad (TTTS) meol Apueg vsieo0 ATTOAe20 unor(I 4sTPPad `t s-0Z sauols „b-Z Mot 4gTn Wool AgTTS ..OZ-S Wool AgTTS 0Tue120 ..S-0 7vm (Ovogspuvs unosq 4rTPPO2) ..££ 0 Tvsn;ad (TTT1) Weol Apueg as1000 ATTaAvip unoss 49TPP08 ££-0Z rauols awns 4•jTn wool A1T1:: AZ-0 weOl AgTTS OTue1.10 ,.'a-() Tir-n t3Sbl•bU•'� ('1Td daaQ) a1eQ 1ra1 10 ""r-PUTM '9 Pvod SOTTTN TbTSI geuiag p2emps bad a�o0 Jr 9000JMD-1 r u or b621 # 1 \ Uri ( -T VL-Q1-) •b86 L 4E L 838YV31d3S NO ' •ON I-Swx3/1 ns ONV-1 30 NO I ld I OOSSV if10 I i33NNOO 3H1 �l8 03JAOCV ONb' 03Wd38d Sb' . inn l iO3NNOO JO 31ViS 3H1 N 1 Sdb'W( QNb' S k3A8ns 603 sawaNd1S 03N3MMO0321, 3H1 N I 03N 1 A30 Sb k3Mns z-b' ssylo d 30 So21tf0Nd1S 3H1 H1.1 M 30Nb080DOV NI 0 dVa38cl 383M k3mns 0Nb' crgm S I Hl '1.O3d�J00 ),Tiv 11Nb1S8f1S S I cl W S I Hl iVH1 38Yb 030 .183383H I �r,�t / 7 � 5 ^� �-.t e�/r� �� ;,� r- �.`> c� ♦ NnN } gib' z►j' Mt ; " f P ` � �i (` H l a�e� �d�� ����� p�� / S�*/nC%1 N'77 C ' `9c�Z✓'� NNN 4 � PwNN /., a Cott 6£4 �•.3 i ��V •c y r s80 GJj 5.�� ��1 � � +►ems ,�I ► �� �s�^�"' J-� 1JtJ (JC1 U SN03HO NOISOH3 MV-ViS UO AVH O3-IV8 �!RI M pud laaq+oM at w /+aol �w�N� t �saw M aM pm"°1 uogM ss lei Pw s4 °l 310N :31ON sa1Pa dtlfan0 pulwif fullSls3 odolt luawquvpr3 - _ s.9 a;tq gxa SoArls ,f s ,,Z 1 „ t-Z :sim u-cQw3 1 F✓� Pin i olt0 4m swr4m 1 z ,2 r ,.Z SL $ —a noipastolul penal 9 Mailfu jSlro-odols )o to) is owl Ill ingInto) to ssaudags put idols )o )gdl04 uo lUIPuadap saluA Lja4plol ilnq of Salto it z .tilt io ,fell Palle i i olcMS I •;;ejs 041 ;o UOTj::ie;elTes ayT 01 pazTTtgt:Ts uaaq aneR seaar pagnijetp TTE TMun eainaeatu Toi,UoD Uo1%oia/juawtp2s paitnbai TTe;o juauraoeTda2/2ted22/a3uejuteTu So; aTgtauodsa.t aq TTvRs Sad0TQA*P aRZ •sadotaAap atp Aq pajuawaTdtut aq TTegs uoTjonalsuoo BuTinp ;;eje aqj Aq A.zeeeaoau pauiaap eaanseaw Toijuoo U0TS0aa/jUacutp06TeuoTjtppe Aud •aTgTesod uagm paArasaid aq TTeys saaij SuTUtajuoo eeaav Tean;vN 1 .9 •;;eja U-01 aqj Aq juatupU;,ule PUP tAaTAai of po.rgns aq TT'B1ie spogjatu UOTjeiojeai pue eainseOTu 102IU0o uopejuawTpas pue u07e023 S •jaa; aaenbs OOOT sad •eqT 001 3o ajea aqj IT AeR gjTA& POgOTnTu pue jaa; aivnbs OOOT Sad •sql S'Z 3o pojea aqj je saaaval pean;xaj OUT; jvjuua zad RjTM papaas 'TTosdoj ;o if, RITm paweoT oq TTegs UOTjoni;evoo BuTinp pognijetp 9eaie 'suipe28 Teutj BuTA%ojto; A1a4v1p2wtuT T •PizTTTgejs uaaq aneR eveiv pagnijeTp TT;tm u01Vni;sv03 ;o uotjeinp aqj jnoR8no2Rj pauTejuteca aq TTeRo pue U01j3n-z;vu03 ;o UOTjeT;uj of .zoud PaiTejsut 'aq TTegs exOaRo uoTsoaa Aetj polvq '£ •u0T30nijsu0o 8ut2nP P021Mn aq TTe4s (S861 Alunuef UOTjeAiavuoc) 2044N, PUv IToS uo 113unoo jr, ;tloaUuo0 aR1 ,I-JjUO2) Jualw1pas pue UoTeoia TTog So; SauTTaptno jn3,t3oauU00 jl .spoRj0w Toijuoo u01502a p-VePUejS •SadoTanap aRj (q pajuawaTdwt nq TTega ssaooid uotjonijeuoo z otp HuTinp ASeseaoau pawaOp eToijuoo UotS024/juawtpas TevoTjtppe ,(vv uvjd ails TeUTT aRj aouep2000P RjTM UT auOP ail TTE4s sarjtntjo* uoTjonijsu(y.:) T 7—r1 7ouir100 HOT`s' Jt1F—_r-ilr—i-Ilr�i)t-Elm �1111�rlt�ltt�ttl�1(It=i(Ilitn(�Inl�ll(t3(((I- T�7r-7.o' j��-i+f•IrZ7ateww siro�r f" � �>� �• - Ae Q �:MMOf_ rN•/f Y/.r�I11J� �- - -O - _ ! �.l!�� _»'r �wlr oJavrlsrl�• j: ° (+ - - •liar w.•]a rr,.e i.•.•o�t ,/ i• .-.�..•� Ora O • ► _ _ ✓AhV }I+G ++1..-'Y r . •�' . ' -z- - o • •O •+ • + . . • • .. �. s J • L� • ..4 ." µwrpyy �� �+�� ctio�I�usaa -rir,� 1C'r$'i �n►n� L1Ci � �y� ..�� , �� E H)"V r!_; `-ViI �Si�C10ya t XJ9 N01.1CQN1310 S7rt7Qa( 40 rt71 iS �tlt)f3%3GYa���I; iiyt+I �J� �1)ouoTTv 0091 ;o A410*deo a aAWq pu* Oeno4 O 1 moi; '1; SZ io wnWTuTw • aq lanw IT )Tuag) Ku4z oTldag S TTan Woi; '1i 001 pue acno4 Og1 woi; -1i SZ io WnwTlltw a aq 16nm walsAg oTgdaS b i'e 2311 : (OPT„ •1I S Z) x , :4-1 PaPTAoid saiv oTgdaS £ 3'a S2TT = ('i's OSb) + (';'r SL9) PasTnbad Wary oTgdaS Z 'S# ('H'.L) OToH 1991 w02; elep TTOC Og1 pue 'salnuTw OZ 04 IT UT ROUT T 30 O1v2 U071VTOo.rad a uo poseq ulTsep oTgdaS 'TZ T M pOT;T2OA Oq 01 COpe21 TTY -9 -2O4PUTM R1noS io uAol a41 ;o sUOTIVOWTOOds Og1 01 fulpioOo* 1TTnq Oq TTe49 uo2dv A*naATip pasodoad %91 vlvian00 1ol wnmTxvN •g 13 0£ 041TaH fuTPi)n8 wnaTxeN S W 0SI 41dva 1ol wnwTuTH b 1; 091 41PTM 10l wnwTUTp £ i s 000'0£ Wa2y 101 wnmtuTN Z (OPTS 40e0) 'uTm 'li OZ PJVA aPTS 'UTw 'g3 OS P.TWA Se08 'UTO ")J OS p.Tr.A 1uo.Ta or-vv auo7. 7T►TTvw •T t S3ION C i C C"ru / / \ °'7 � /O'09t` —4L y �v L� /O1z)/ls111C7� Al D -,1� �— ZI-r�` a� , p ^ _ � �? 000'��-on 1-1c�> . � - _ •� f7�-+ � 'Y� �N _ ��; "� � -� �'-r _ , � :i � • - -fit w.�-i►�'�' �, `' ° °o- ---------------- r/ is J 10 [ . .✓/� ` .� / Lin /V t OD Lp 76. Ilk` — -- - - - - , 14 _ y - cn 0 b z t / n n!c'lirn y=� 02, = / ° � �' d �S 886/ / V" + .. ter..., _ i A itcJ us ON/M H1 /? o S ' rt ` �' 5� � / a _ / , — _ 1 /OCN A/ ' C7 V(9�Y Y 777/" --)' �(n);--Q FI) JI7 1 V7,,,-/ 7/ 15 107 �y 1� �'^ Np3'�Wb'J /' S/b �y i / —//A / 0 'a 1 r � a r 1 i 0 / Wo ;etb Tz� v/F tiARR/S J. CAME%POn/ Er A,- 1_'07- /9 N30 44 21 E i / ,©R,E- PA R E n F014? V / j'r / / 2i� / ,�'t/ —• _ _ - - r ° O ED WAR, / \ ! . �. 4/' +� / V / / \ R f / \ V • Z5, / ` / V A %— Icr ' �} ILL S D 41 7-,AlWI /V D S 0 � - , G 4IVAjEC 7-/ CC/ T- lee � � � _ — � �- � << ✓ ..�.. ., - -.-� -'---,_ '� . ; - / f� t ` . Ctl 'e,4 t MCA VA7T j - - loll / `!id"j �„it 6� µire` 2� li"i)[aEl�if14Y]a( /'i-Q•f" •s!'"'- 14) i / � � I it�l � � \ � y / Y'y►• /�"" la"" �- _ _ _ .z ," y _ .r _ _ — ." � s' r Z .00 LO CIO C 4Y CD � / - - / 1 � / � � i - - ... ..`. •'� r,yam/' % /T,�. � 1 n� r s \''X / / i C ^�J J _• f� !"' 2 J J 3 r l� / / �-� = r�y1 / J_ tX tin k. :$:Fi'+ -r-Xr - '� . '�' y�rr;t' if c _TA•C _ - - , - 'i Af EA. 0 IfU � 3 _ — / c ctwe (�.Ui.r5MYo -T F cacoa o�� )ic o � � O C� �` `F"it-J._ TO Sa i 10::;ALLATIOO SF 460.0 a�q EG�l�%ARD lip 1-1/ / DisE Fr .+ram nor ,�7 S30 57 42W loll loll NN. 11+. NOTES GEHELt9L 1. 'Lone AA-JU Front. Yard 50 ft. min Rear Yard 50 ft. min. Side Yard 20 ft. min. (each side) 2. Minimum Lot Area 30,000 s.f. 3. Minimum Lot Width 150 ft. 4. Minimum Lot Depth 150 ft. 5. Maximum Buklding Height 30 ft. 6. Maximum Lot Coverage 15% 7. Proposed oft driveway apron shall be built according to the specifications of the town of South Windsor. 8. All grades to be verified. 9rPT7r 1. Septic design based on a percolation rate of 1 inch in 11 to 20 minutes, and the soil data from Test Hole (T.H.) 05. 2. Septic Area Required. (675 s.f.) + (450 s.f.) = 1125 s.f. 3. Septic Area Provided (_.F x (2.5 ft. wide) . 1125 s.f. 4. Septic System must be v mitlialum, of 25 ft. from the house and 100 ft. from well. 5. Septic tank (tank 1) must be a minimum of 25 ft. from t�heh,o`use and have a capacityof1500 allons(1y� 1� if A ,fefA4k &SP off�' t;,�tt. Tli.l?_>,I Ir,;,'LE1 (Tl)E 1►1CM l- ]tgr tt�EdAIIL(-- 'fi) � of &1WnN1.5. l,aj 0 HST, A l -wt L1E CT, fy ,�4`t 2 W91VA LEVt FOAL DSMIb MCA3 GMA r.IG fi I CEN rex' r° ce v rl e• �F ft.► �Jt L. d. +• e$' , e .'d o b� C)31 .. f 11 ' •• 2 1.•..s NwY oM• a.✓snrl +l'!O s./•.• /r•A..� D II 10VA` w1aas AfAw 1'-- /' � 1 /O.•I G r!� rV ✓ M!. !D o/'O � R a 110 s DET_A_ . _ f_-AV 7- -rV = SC -AL It„=IIIICun�10It`— �Iiu�idnIni=:=(Ht=—JIIILZ-7--(lIL�I► ►I�1 ZROS10N CONTROL NOTES: I. Construction activities shall be done in accordance with the final site plan, Any additional sediment/erosion controls deemed necessary during the construction process shall be implemented by the developer. 2. Standard erosion control methods(("Connecticut Guidelines for Soil Erosion and Sediment Contrul" The Connecti,-ut Council on Soil xnri '.Hater Conservation January 1985) shall be utilized during construction. 3. Baled hay erosion checks shall be, installed prior to intiation of construction and shall be maintained throughout the duration of construction until distrubed areas have been stabilized. 4. Immediately following final grading, areas distrubed during construction shall be loamed with 4" of topsoil, seeded with perennial fine textured grasses at the rated of Z. 5 lbs. per 1000 square feet and mulched with hay at the rate of 100 lbs. per 1000 square feet. 5. Erosion and sedimentation control measures and restoration methods shall be subject to review and amendment by the town staff. 6. Natural areas containing trees shall be preserved when possible. 7. Any additional sediment/erosion control measures deemed necessary by the staff during construction shall be implemented by the developer. The developer shall be responsible for maintance/repair/replacement of all required sediment/erosion control measures untill all distrubed areas have been stabilized to the satisfaction of the staff. I Swale 1 Baled hay or Its. Bales to tact together - • g, 0 Varies depending on height of slope and rt*epness of Mulling glade it toe of slape-existing Flow 3 ground Intersection — S� ZZ PIM _ r' x r' x r :cake: tech care el.ljli !4etl 1 Embankment slops 2-7' x 2" x 3' stakes each bale Embankment slope Existing ground /r Overlap edges TYPE'A' TYPE `B NOTE: NOTE: To be extol In locations whet* To be used where the existing Me extaling ground slope$ In ground $!Opel gray Rom the toe tortld the lot of the embankment of the embankment BALED HAY OR STRAW EROSION CHECKS A Z_ Z-G Z_/AvD NNN __ U/E"/C.y Cn,ivTc)c./R5 �f�d3 C' L ry , 2r'.6- 5' 7- N 0d- �" s T/ C.. 7—A A.IA- (/,'T0C,) ch STY? I C LJT7J Ew"YX � f M, 2K, / t 1. 4 i..:i - i. l�i"I .I 1 v . 2' 22 MSE_ kf,,f-:A, Mrsc_EKYS HO DATE Y r r e 0: 't. ,_tliH ,,) . u }'`lf fl:e ATE I HEREEBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY AS DEFIiVED IN THE `RECOMMENED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON SEPTEMBER 13, 1984. 7394 JoIn J Lawrence Jr 00te Reg a 8dward Bernet 0141 Miller Road S. Windsor, CT Test Dat.n (Deep Pit. ) E-D9. 4188 0-5" 01-ganic Silty Loam 5-20Silty Loam with some 2-4" stones 20-33' Reddish Brown Gravelly Coars- Sandy Loam (Till) Refusal A 33- (reddish brown sandstone) TH tF0-5" Organic Silty Loam 5-20 Silty Loam with some 2-4' stones 20-"�1'„ Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal 6 54" (Reddish -brown sandstone) TH 0-61• Forest Litter & Organic Silty Loam -24" Silty Loam with some 2-4" stones (moist) -40" Fine Sandy Loam -83" Reddish Brown Gravelly Coarse Sandy Loan (Till) Refusal varies 60-83" (Reddish -brown sandstone) TH Ci 0-3- Forest Litter & Organic Silty Loam -24' Silty Loam with some 2-4" stones (moist) 4. Fine Sandy Loam -12 Reddish Brown Gravelly Coarse Sandy Loses (Till) Refusal 0 72" (Reddish -brown sandstone) TH s5 0-3- Forest Litter & Organic Silty Loam -16" Silty Loam with some 2-4" stones (moist) -34" Fine Sandy Loam -54" Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal 0 54' (Reddish -brown sandstone) T11 16 0-3" Forest Litt.ir h Organic Silty Loam -16" Silty Loam with some 2-4" stones (moist) -34" Fine Sandy Loam -56." Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal • 56" (Reddish -brown sandstone) TH # 0-3" Forest Litter & Organic Silty Loam -25" Silty Loam with some 2-4" stones (moist) -46- Reddish -Brown gravelly coarse sandy loam (till) Lens of grey silty loam with few orange mottles • 26" Refusal 0 48" (Reddish -brown sandstone) TH #8 0-3" Forest Litter & Organic Silty Loam -32" Silty Loam with some 2-4" stones (moist) -80" Reddish -Brown gravelly coarse sandy loam (till) Lens of grey silty loam with feu orange mottles A 26" Refusal 0 60' (Reddish -brown sandstone) TH as 0-3" Forest Litter & Organic Silty Loam -30" Silty Loam with some 2-4" stones (moist) -36" Fine Sandy Loam with silt -42- Reddish -brown gravelly coarse sandy loam (till) Refusal 0 42" (Reddish -brown sandstone) TH 1110 0-3" Foreest Litter S Organic Silty Loam -32" Silty Loam with some 2-4' stones (moist) -36" Reddish -brown gravelly coarse sandy loam (till) Refusal • 36" (Reddish -brown sandstone) 4----'7* �`L.'T' Of F 11 � •i .:ems :..a :�,.oGf �; r ,.i.,•� t S43y j -7+ i:> A ,F! IND. OAq,� -- W 2C__ _. JOHN LAWRENCE ASSOC. Engirwers - Surveyors 486 ProsWt Ave Harttoro. -,1 06105 Phone 232-4740 _.L OF__ /—. SHTS i v�F /-IARRIS ✓- CAME-/POn/ ✓R ET A,�- LOT /9 N30 44 21E / / 4 - 43 U / 0 3 0 S / 7~ _ PZ 1C/4E 1"'A /F EZD FOR o D WAAI'4D V/�A/-�'/A c , Z:7zc-7F'A/A -7- C CivNEC T / C U T ` ' a,a-!Rl�)�u t • �:_A VA7T ^ ` ..,..D/ �' I i 00 0 1 % C), I / i / / / ` ' / / � / / / \`•-.�` f a- r,�t r � ,,_.�-�''/�j / % _`_ , _�'�"-, r. - 2.7�1• � 1`�'t r=-: �Q,/ '�. '�i �•i ?r') !�`p11'''� r i 1 FAM �� C _ ^ ,- r l .De/M1 r �'e 1 - `C . �' ���� _ .r L.. +� �A. a.�� _ rr,, # (;.dTy�VnLitlfS MAY i I 0 C`77 f'1-�.��".J / A�� �% �C Ft,,.!!f�„' li�ELOCA'-'FTLL TO 5C faL4�:Ei 1 I I 0-�TA LLATIDk) s F KSA i 460.0 / �� 144 EO!/VA 190 [ O / S E 4-7- Ate/ nor �i7 S30 57 42W Oro= . � 1 Q NOTES GENERAL. 1. Lone AA-3U Front Yard SO ft. min. Rear Yard SO ft. min. Side Yard 20 ft. min. (each side) 2. Minimum Lot Area 30,000 a.f. 3. Minimum Lot Width 1`0 ft. I 4. Minimum Lot Depth 150 ft 5. Maximum Buylding Height. 30 ft. 6. Maximum Lot Coverage 15% 7. Proposed driveway apron shall be built according to the specifications of the town of South Windsor. 8. All grades to be verified. AFPTTr 1. Septic design based on a percolation rate of 1 inch in 11 to 20 minutes, and the soil data from Test Hole (T.H.) 05. 2, Septic Area Required: (675 s.f.) + (450 s.f.) = 1125 s.f. 3. Septic Area Provided •1 0 L.F x (2.5 ft. wide) . 1125 s.f. 4 Septic System must be z, minimum of 25 ft. from the house and 100 ft, from well. 5. Septic tank (tank 1) must be a minimum of 25 ft. from the house �i�E and have a capacity of 1500 gallons( n,. �cT) �,f�% J_y f a Tf I N, Ti o k) bcf, yhir 9lIt LLE , CT., ry, 4`t 2 ) 0!'S W011VA L53t t1J4 L SS11 & 3TM) f LU LIC' tcm Ff— '✓� VA, V/Y r �f' iI1C�ro i!" `' •� _ _ l - '_ 2 • a.•. -I MAY M .••'�M-IIY I.�L /M/rA o t 1f�UAL QQ2'- ✓ /' a �*.v s.v� m. ✓ i+✓r AW / -- 0 ✓ / ' s F%W r a, sUu.✓r Ida O ,.f�tl /i ai p�.s_r ow�_1/ t•.r�ivCN ���+--. �•—t.l—+; r�ZJ—� AM AAA 4esi cJ'o oAr =till=--I1iiCinl�Irlfl�llll�lfiE—(nit�U�Jlu- `— SAvOSTo,vE O,? 4 aAr —� CROSION CONTROL NOTES: I. Cnnstruction activities shall be done in accordance with the final site plan. Any additional sediment/erosion controls deemed necessary during the construction process shall be implemented by the developer. 2. Standard erosion control method s;("Connectic ut Guidelines for Soil Erosion and Sedi nenl Control" The Connecti,L .tt Council on Soil And Water Conservation January 1985) shall be utilized during construction. 3. Baled hay erosion checks shall be. installed prior to intiation of construction and shall be maintained throughout the duration of construction until distrubed areas have been stabilized. 4. Immediately following final grading, areas dietrubed during construction shall be loamed with 4" of topsoil, seeded with perennial fine textured grasses at the rated of 2. 5 lbs. per 1000 square feet and mulched with hay at the rate of 100 lbs. per 1000 square feet. 5. Erosion and sedimentation control measures and restoration methods shall be subject to review and amendment by the town staff. 6. Natural areas containing trees shall be preserved when possible. 7. Any additional sediment/erosion control measures deemed necessary by the staff during construction shall be implemented by the developer. The developer shall be responsible for maintance/repair/replacement of all required sediment/erosion control measures untill all dietrubed areas have been stabilized to the satisfaction of the staff. Swale r 4 Baled hay or slaw r Bales to bull together Varies Wending on height of I slope and steepness of resulting trade at toe of slopaexisling Flow S ground Intersection p ' -2 ;2,. r' x 7 stakes each bale LJA PLAN r Embankment slope 1-7' x 1" a 1' stakes each bale 6' r Embankment slope Existing ground Overlap edges TYPE ,A' TYPE 'B' NOTE: NOTE: To be used In locations where To be used Mae The existing the existing ground slopes In ground slopes spy from the lot toward the toe of the embankment of the embankment BALED HAY OR STRAW EROSION CHECKS r- 7-1 r,a ••, r F JF orE _ stt EV CONf�,F !-. , "'•, i st• C v ' ` y* -yZ 1 l WW'T I HEREEBY DECLARE THAT THIS MAP IS SJBSTANT I ALLY CORRECT. THIS MAP AND SURVEIWERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN THE-RECOMMENED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' AS PREPARED AND ADOPTED BY THE CONNECT ICUT ASSOCIATION OF LAND SURVEYORS, INC.. ON SEPTEMBER 13, 1984. I # 7394 CAJon J Lawrence Jr Date Reg Edward Bernet 0141 Miller Road S. Winch""., Cl* Test Date, (Deep Pit.) S.04.14188 Tx u, 0-5" Organic Silty Loam 6-201, silty Loam with some 2-4- stones 20-33" Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal O 33" (reddish brown sandstone) TH 0-5" Organic Silty Loam 5-20" Silty Loam with some 2-4" stones 20-4'1 Reddish Brown Gravelly Coarse Sandy Loam (Till) , TH 93-6 Refusal Q 54" (Reddish -brown sandstone) Forest Litter & Organic Silty Loam -24 Silty Loam with some 2-4" stones (moist) -40 Fine Sandy Loam 83' Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal varies 60-83' (Reddish -brown sandstone) TH 94 0-3" Forest Litter & Organic Silty Loam -24' Silty Loam with some 2-4" stones (moist) ''2 Reddish Brown Gravelly Coarse Sandy Loam (Till) Refusal 9 72" (Reddish -brown sandstone) TH ty 5 0-3" Forest Litter & Organic Silty Loam -16' Silty Loam with some 2-4- stones (moist) -34'' Fine Sandy Loam -54" Reddish Brown Gravelly Coarse Sandy Loam (Tiitl) Refusal 0 54' (Reddish -brown sandstone) t Tit ir6 0-3' Forest Lit.te r & Organic Silty Loam -16 Silty Loam with some 2-4" stones (moist) -34 Fine Sandy Loam -56; Reddish Brown Gravelly Coarse Sandy Loam (Till) TH #7 Refusal • 56' (Reddish -brown sandstone) 0-3- Forest Litter & Organic Silty Loam -25 Silty Loam with some 2-4" stones (moist) -48' Reddish -Brown gravelly coarse sandy loam (till) Lens of grey silty loam with few orange mottles 0 26" TH r6 Refusal g 48'' (Reddish -brown sandstone) 0-3" Forest Litter & Organic Silty Loam -32" Silty Loam with some 2-4" stones (moist) -60" Reddish -Brown gravelly coarse sandy loam (till) Lens of grey silty loam with few orange mottles a 26" TH Refusal @ 6O' (Reddish -brown sandstone) 119 0-3" Forest Litter & Organic Silty Loam -30" Silty Loam with some 2-4- stones (moist) -36" Fine Sandy Loam with silt -42" Reddish -brown gravelly coarse sandy loam (till) TH 1111110 Refusal • 42" (Reddish -brown sandstone) 0-3" Forest Litter & Organic 811Ly Loam -32" Silty Loam with some 2-4" stones (moist) -36' Reddish -brown gravelly coarse sandy loam (till) Refusal 0 36" (Reddish -brown sandstone) 4 • I ^r�7 Q .� _Zy • ' /_� -1`li,!`i oil "+'A ,v�•• _ , /� Hyp TEi 1es ,►17f�/P�''s- � %4 i.v0=�„r �P4K- ` . _ � Yi /�� A /V _ - _ 7_- JOHN LAWRENCE ASSOC. Engirmms - Sue'veyors 486 Prospect Ave Hartford. CT 06105 Phone 232-4740 4r-> // / L._ OF .-_L __ S►tTS