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HomeMy WebLinkAbout2024-11-7 - 225 Newberry Road - Septic As Built2Z5 Newacrzzw KO //'7-ZO?‘I [goo GAao/x) 55107".fANK ‘:L 2 A 3540”qri 6 B 3314/"WU” c 3048”5€<7" D "3745 57L/o" E 4£Co”s84g" F 3541/,xzs’w" <§$510”/2L/Co // H 8‘74?“I 2W—7 [I ‘ (out'hQ Deck 225 Alex hwy guke,LAW [Mg/21! zzs NwW/ FMu/l inshlilaw n/7/2u 4'”30L 40 4sT/v1i7g; MW?W £437..Mg, 3‘01?It”’m’L‘Ml‘gw M ‘W m ,gwjal 44»7/:3/2 a CM £sl/Lh [21V X (RM Nail WM icm SURVEY NoTEs:EROSION CONTROL CONSTRUCTIDN SEQUENCE PLANNOTE:ALL EROSION Am samMENT CONTROL1.)THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 2a-3DDh»1 THRLI IN THE 2352 CONNECTICUT GUIDELINES FOR EROSION20-39Db-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES 'MINIMUM STANDARDS OFACCURACY AssocIATION CONTENT OF LANO AND sURVEvoRs CERTIFICATION INc.on FOR AUGUST SURVEYS 2a 2012. AND ITMAPS'.Is A LIMITED AS ADOPTED PROPERTY/EOUNDARV EV THE CONNECTICUT 1.)COORDINATE MARKING OF LIMITS OF DISTURBkNCE lN5TALL AND MA TAM-A TRACKING ccNsTRUcTIoNI TowN EROSION CONTROL OFFICER WITH A LETTERIMPROVEMENTLocATIONsuRVEYMAPBASEDDNARE'suRVEv CONFORMING To HORIzONTAL suRVEv ENTRANCE DURING CONsTRucTION FT DISTURBANCE WERE MARKED IN ACCORDANCE WITHAccuRAcYCLASSA»2 AND TopoeRApHIc ASOURACV cuss T—z.THE INTENT OF THIS MAP :s To DEFICT I AFPLICAELE THE LocATION MUNICIPAL OF THE PROPOSED CR STATUTORY OR EXISTINGREQUIREMENTS IMPROVEMENTS SHOWN wrTH RESPECT To THE PR°§S3EIDIEA§9§$5§I¥£§E5 ERE‘T’ECFI E‘IEETT-T I 2.)CLEAR TREES As REDLIIRED. I EITUMINOUS CURE _\3.)FRIDR TO SOIL DISTUREANCE INSTALL EROSION 2.)ERDEERTV Is LOCATED IN AN A49 ZONE.II ANTI-TRACKING FAD (SEE ELAN DETAILS AND :-p S.mm EITUMINOUS CURB —\CATCH EASIN EDGE OF PAVEMENT 1 SITE CONDITIONS REQUIRE.COORDINATE AN INSPECTION 3‘)THE PROPERTV Is NOT LOCATED IN A FLOOD HAZARD ZONE A FER FIRM FLOOD INSURANCE RATE MAS CONTROL OFFICER.SUPPLY THE TOWN OE HEERON NUMEER oscuacomF EFFECTIVE SEPTEMBER 25,200a,TYPE COO PHONE NUMBER OF A CONTACT PERSON RESPONSIBLE A)TOPOCRAPHY DEPICTED WAS FIELD DERIVED av SUSHNELL ASSOCIATES LLC USINC AN ASSUMED a.)PERIODICALLY AND AFTER LARCE RAIN EVENTSDATUM.1“MWMAL BITUMINOUS CURE \éoo REPAIR AS NECESSARV. 5.)THE INLAND WETLANDS SOUNDARIES SHOWN WERE FIELD DELINEATED EV HIGHLAND SOILS LLc,AND 4V)GRUB AND STRIP TOPSOIL,STOCKFILE TOPSOIL FILED LOCATED av BUSHNELL ASSOCIATES LLC.DEAF CHILD SIGN CATCH BASIN ‘\ //TVPE cB-OL \5.)CONSTRUCT AND STABILIZE DRIVEWAY’ MAF REFERENCES:/_SNET 5.)CDNSTRUCT HOUSE.WELL.DRIVEWAV .SEPTIC/1.)SOUTHSRISWOLD PLOT WINDSORPLAN E FUSS, SUBDIVISIONCONN.INC.EV PLANw.w.S.PREPARED .I.C.S.SCALEFOR 1':4a'ROOER JOB NEWBERRVNO6552 DATEUS. JANE, RTE #5 1973 E NEWEERRVSHEET N04 RD. 1 OF — 2 ' / W r \I’ V MAIL DOX J, 1 1422 USE7.) GRASS SPREAD SEED STOCKPILED THAT IS ACCEPTASLE TOFSOIL.MACHINE FOR THE RAKE. SEASON OF THE VEAR IN WHICH THIS ACTIVITY IS 1.) CONSTRUCTION OWNER OR CONTRACTOR NOTES: IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMTIS AND \R/185D“‘U CATCHTVPE VS-OL E/ASINJ]// THE SEED SITE WILL (Le.NOT STRAW CERIVIINATE. OR HAV PROVIDE ETC.)IF PERMANENT THE TOFSOIL *I APPROVALS. \/m.N 8L,nm‘T 3“E \g f I 2 /\B.)REMOVE EROSION CONTROL MEASURES AFTER PRIOR 2.) PRIOR OWNER TOTO THE THE OR START CONTRACTOR START OFOF CONSTRUCTION.CONSTRUCTION TO VERIFY ALL .THEDIMENSIONSENGINEER ANDSHALL INFORMATIONBENOTIFIED CONTAINED OF ANY DISCREPANOIES ON THIS RLAN IP SNET -STOP AHEAD ESIDS/J \“3 O l \/\COVERNAND9.‘Y EXISTINGMULCHED DISTURBEDEVOCTOBER AREAS 15.MUST EE 3.)ANY TREES TO BE REMOVED IN THE TOWN RICHT OF WAY SHALL BE POSTED BY TT-IE TREE WARDEN 1421 II I \‘E’I U /\ To.)DEWATERINO OPERATIONS,IF REOUIRED.SHAILINTAKESUNIPANDATEMPORARYOUTLETSILTPOOL PRIOR TO REMOVAL \\\ '\OF DISTURBANCEI 4.)TO ALLTHE PROPOSEDSTART OF CONSTRUCTION,UTILITIES LOCATIONS SHALL BE APPROVED DY THE LOCAL UTILITY COMPANIES PRIOR \ HYDRANT‘I LOT AR EA \ \\<I‘j‘SEPTIC SVSTEM DESIGN NOTES AND CRITERIA \40.28730.FT.II I SITE SEEDINS NOTES:PREPARATION:FINE GRADE AND RAKE SOIL SURFACE REGULATIONS SEPTIC SYSTEM AND DESICN TECHNICAL AND INSTALLATION STANDARDS TO FOR COMPLY SUBSURFACE WITH CONNECTICUT SEWAGE DISPOSALPUELIC SYSTEMSHEALTH CODE ...0.92 ACRES I m INSTALLAPPLY LI SEEDEDTONE EROSIONATA RATE CONTROLOF 2TONS'DEVICESc OR SUCHSI;REVISEDUANUARYHQBITIBRI Tan 14 SII‘J \ \Zau 5¢' l FRON T YARD E //’“(0&\ CONSTANTINOS N/F OF :uo LBS/AC.OR 7.5 LES.PER woo SO MORK z DEPTH OF 4". MINIMUM LEACHINO SYSTEM SPREAD (MLSS)CALCULATION:/ $TI—I—1 Fa (T KARAPAN O S ETAL HVDROSEED APPLICATION:5 ER.INCREASEAPPLV SEEDSEED MIXTUREMIXTURE FROMBY 10%THENUMBEROFBEDROOMS4IIT.zT .DO' FERCOLATION RATE MM MIN/INCH n L S 5 no I Qty mm I .ugm Y coVPORCH16. E -\IlI :gok 855 JOHN FITCH BLVD.P TI THETHE SEEDEDCHART BELOW.SURFACE IF SEEDINGTOCOVER CANNOTSEED.SEEDINBEEDONEMLSS;NOT APPLI ABLE PROCEDURE BELOW UNTIL SEEDINS CAN TAKE PLACE. REQUIRED:125 GALLON TWOCOMPARTMENT SEPTIC TANK PROpoSED MULCHINS:IMMEDIATELY FOLLOWING SEEDINS PROVIDED: AND 57y SD. 1 250 Fr. GALLON OF EFFECTIVE TWO-COMPARTMENT LEACHINe AREA CONCRETE SEPTIC TANK WITH APPROVED EFFLUENT /:LA PEPEQ-”U S \./I w RATE SURFACE OF z WITH TO a ATONS/Ac.TRACK MACHINE SPREAD MULCH OR DISK BY HARRow HAND TOP FILTER PWMEERSIREDUIRED 'READ TONEATRENDHES DISPOSAL (EFFECTIVE WATER SOFTENING To LEACHINS LESS THAN SYSTEM CREDIT 12' O a OM SO. ERSIZED FIIFTI WITH TUB TO ' EFFECTNE BE V 1 INSTALLED L v FEET.S \ \TEMPORARY 1;. g:BASEMENT 11:201.g F 0‘9“”y §f '/,I ‘I 7 .II TACTIFIER ADDI‘HVES TO ADHERE MULOH MATERIAL IN TH US SEED SELECTION: 4LEADHINGWVO’ETSESSQSL DIA,SCHEDULE —4a ASTM MR D4735MINIMUMI ASTM SFACINO Bases. OF m N CENT-ER.WITH HOUSE SE ‘ER PIPE OF ‘6 §3 ——l W ~3 \\\\QJ STOCKPILE /T -E 205$ eTH-z I S ..7“'“Jo .1 S 'I I I PERMANENT LAWN LB/1U3E 0.45 GIIO SO.FT.KENTUCKY SEED PERENNIAL MIXTURE .-U 45 CREEPING TRENCH BOT-TOMS TO SE NO IV RE THAN an-IBELO I NAL GRADE, THE SEPTIC SYSTEM AREA SHALL NOT BE DISTURBED PRIOR TO =5 Ys'/I :0A:f9 a‘S -\’“PE—E ——/2m} X a //I S2 o,F.2.Y II.2.5 =7 *T W SLOPES S COARSE LAWN 0 0.45 0:4535 RED CREEPING TALL TOPFESCUE «3.91 4 FL:_‘:Q’5>O/D ag/‘/5L 5?/STAKEOUT OF THE SYSTEM BY THE DESIGN ENGINEER, THE DESIGN ENGINEER SHALL STAKE OUT THE SEPTIC SYSTEM SET A LOCAL BENCHMARK 2 c3 LU FL=1S725 V E / i ,9 N 125aWI IN‘OALLONEI'&0UTLET 2»COMPARTMENTBA FLES &OUTLETCONCRETE Fl’TERSEPTTC TAN I 0.2 RED TOPSSD195.74 b&SLOPES {NO MOWING)1.&CREEPING AND SUPPLY THEEASTERN HIGHLANDS HEALTH DISTRICT wn'H A STAKING VERIFICATION MEMOBEFOREAPERMITToINSTALLTHESYSTEMWIL’L’BE ISSUED,g?D.-T VERF -LABSTO D /TEMPORARY COVER 3.0 WINTER RYE SELECT FILL PLACED WITHIN AND ADJACENT To LEACHING SYSTEM AREAS SHALL BE CDMPRISED OF e THA SR /TOM.3 II 1.1T ANNUALCLEANSAND.OR SAND AND GRAVEL FREE FROM ORGANIC MATTER AND FOREIGN SUBSTANCES.THE SELECT FILL SHALL MEET THE FOLLOWING REOUIREMENTS UNLESS OTHERWISE APPROVED BY N/F IF SEED IS PLANTED OUTSIDE THE RECOMMENDEDTHE 1.)THE DESIGN SELECT ENGINEER PILL SHALL SELECT NOT CONTAIN FILL EXCEEDING ANY MATERIAL a-A PASSING LARGER THE THAN mo THE STEVE THREE BASED (a) ON INCH A SIEVE. WET ACCORTVBERRY REALTY RD.LLC II_.ED OVERFLOW EL.1 95.53 GROUNDUNIFO M TOAPPLIOAA T ION OFARATE INCHES.OF 1 To 2 INCHES OFSIEVETESTCANNOTBEAPPROVEDEVTHEDESIGNENGINEER. 2 I UP TO 45H.OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED ON THE #4SET/ITS MATERIAL THAT PASSES THE 1.44 SIEVE IS THEN REWEIGHED AND THE_SIEVE ANALYSIS STARTED.(SEijIgEI:EY MDC p R)15 L A 44.)THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADAI ION CRITERIA.PERCENT PASSINGSIEVESIZEWETSIEVEDRY SIEVE I "Io rm /I"#4 103 1W #1 0 7D -103 70 -100HAD1D-ED‘10-75$1 DO 0 -20 D -52m0-5 D -2.5‘ PASSINGPERCENT THE PASSINGmo SIEVETHE #40 DOES SIEVE NOT CANEXCEED BE INCREASED 10%AND THETO I:NOzuo GREATERSIEVE DOESTHAN NOT75% EXCEED IF THE PERCENT 5%OIJL SELECT FILL THAT DOES NOT MEET THE DRY SIEVE GRAOATION CRITERIA BUT MEETS THE WET SIEVE (-5A 1r OILCRITERIAISACCEPTABLE.//THESELECT LICENSEDFILL.THE INSTALLERTOPSOIL ISIN RESPONSIBLETHELEACHING FORAREA PREPARINGMUST BE COMPLETELYTHELEAGHING REMOVEDAREA WITH AND REQUIRED THE S‘P/ SUBSOILSTEPS TO SCARIFIEDPROTECT THEPRIOR UNDERLYINGTOSELECT NATURALLYFILLPLACEMENT.OCCURRINDTHE INSTALLERSOIL FROM SHALLFROM TAKEOVERCOMPAOTIONNECESSARY / /CTI STONE.DOT 2 SILTATIDN OR OTHER DAMAGE THE INSTALLER IS RESPONSIBLE FOR PROPERLY COMPACTING TH_E ' / /SELECT FILL To FACILITATE CONSTRUCTION AND TO PREVENT SEI-ILING.SEIEOTIFIUDSHALI:I I HOUSE LOT DEVELOPMENT ACTIVITIES SHALL CONFORM To THE MsTHons oumNEn AND SEDIMENT CONTROL MANUAL BY A LICENSED LAND SURVEYOR SUPFLV FROM TrIE sURvEYOR CERTIFYING THE LIMITS OF THE APPROVED PLANT CONTROL MEASURES.SILT FENCE AND LOCATIONS).ADDITIONAL MEASURES MAY RE REQUIRED As OF INSTALLED MEASURES WITH THE EROSION EROSION CONTROL OFFICER WITH THE NAME ANO FOR THE EROSION CONTROL MEASURES INSPECT EROSION CONTROL MEASURES AND IN AREAS INDICATED ON THE APPROVED F‘JN. SVSTEM AND OTHER IMPROVEMENTS AS SHOWN.E EFERTILIZE.SF-D AND MULCH DISTUREED AREAS.RSITECONDITIONS(SUN OR SHADE)AND THE ~n COMPLETED IS SPREAD FROVIDEDURINC TEMPORARV ATIME OF YEAR STABILIZATIONWHEN GRASS OF m RZSTABILIZATIONWHENWEATHERCONDITIONSALLOWETHESITEHASBECOMEFULLYESTABLISHED. SEEDED WITH PERMANENT OR TEMPORARV GROUND UTILIZE A ORUSHED STONE LOCATED WITHIN THE LIMITS IL;W T MW TO REMOVE STONES LARGER THAN 2"IN DIAMETER.AS SURFACE WATER DNERSIONS AS REQUIREDILES/Tom;SOFT FERTILIZE wrTH To 1o-Io AT ARATELIMEANDFERTILIZERINTOSOILUNIFORMLYToA CHART EELOW EV HAND CYCLONE SEEDER GR IF HVDRD SEEDER IS USED:LIGHTLY DRAG OR ROLL SHD’D 5E DONE EETWEEN THE TIMES SHOWN ON DUR THESE TIMES.REPEAT MULCHING MULCH THE SEED SURFACE WITH STRAw OR HAY AT AORMULCHaLOWER.PUNCH MULCH INTO SOIL SET STRAIGHT UP.IF USINS HYDRO SEED MIX USETOTHESURFACE. RECOMMENDED SEEDING DATES BLUEGRASS III—DIS RED FESCUE $1540”RVEGRASS RED FESCUE 4/1 -6/15 8/1 5-1UI1 RED FESCUE 4/1 -S,’15 MISSION 4/15-5l15.3l15-1 GI’15 RYEGRASS 3/1-5/1 5,BI1-1DI15 SEEDING DATES IRRIGATION MAYBE REQUIRED AT A WATER APPLIED PER APPLICATION.SOAKING THE 201;.202“TM sIaIJ f'J J I I"I 4W 725 -$77.5- —4"PROCESSED AGGREGATE ———2"(COMPACTED)BITUM i NOUS CONCRETE SURFACE 1 2 FT.MIN. A MINIMUM OFFIVEISPFEET LATERALLY IN ALEDIRECT’IONSEEEONDTHEOLD'EH PERIMETER'F NIF TEST LEACHING PITS OBSERVED AREA BY:DANRIC LLC TRAVELED WAY HEALTH TOWN OF DEPARTMENT SOUTH WINDSOR HTTW 835 JOHN FITCH BLVD.ANTI -R c G CONS U IO EN RANGE JULY 21.2022 NOT To SCALE TEST PIT 10.4"TOPSOIL INSTALL AND MAINTAIN S OE444'BROWN REDISH SAND14-20”DARRER BROWN SAND 8 FT.O.C.DURING CONSTRUCTION TY . 2O25-SOMEWHATCDMPACTDARKBROWN SAND MIN 6"COVER 2532-32-72" BARKER FINE BROWNBROWN SAND SAND EXISTIN G GRAD DEPTH 72'///////// NO MOTTLESNOGROUNDWATERNOROOTSLEDOETO22-DESIGN GRADE TYP.198.50 RESTRICTIVE NIA GEOTEDIESHFEJEME STAPLE OR SECURE FABRIC 3TFI MSESAESUFSLBE EDGE OF FIELD LOCATED INLAND WETLANDS TO EACH STAKE 1595Iil k1 'PAVED DRIVEWAY DETAIL (12%MAX GRADE) (SERVICED BY ‘2MDCPUBLIC WA ER)slapf DIE N OT TO SCALE ALL HLGF PII _L1L1#’I P.',(5 CURL FABRIC uFFSLOPE II I; _TEST PIT 2 ‘IL DIE 22-64' TOPSDIL LIGHT BROWN I :I q 6 190 DEPTH 54‘ SILTY FINE SAND FL.=1 96 .50 2 :I 7 5’.‘Z INF-I ’I ‘Ic -S S LT EN E DE A L NO ND MOT-DES GROUNDWATER FL.=1 96 .0 I 7c.1 1 (I CI I?-"1 T NOT To SCALE NO LEDGE PERCOLATION TEST RESULTS 'FT.WIDE STONE AND UTILITIES “’NTW“ SHOWN TSOVNESRT‘EYUé$%II’%§ifEEF%E§£I$”UEI§ON THIS MAP WERE DERIVED FROM FIELD EMBODIM- LIOEEQT§£OISRA1NEEE§$SAE1N(CS)g/I:§$ING ROOTS TO 22'PERFORMED BY SUSHNELL ASSOCIATES LLC LEACHRESTRICTIVENIA PERC 1TESTPIT3AUGUST 12 20220.14'TOFSOIL PRE SOAK ‘IU GALLDNS EXIS‘DNG&FINAL GRADE14—25-GREY BROWN FINE SAND DEF".24.25W”BARKER EROWN 5WD TIME READING DIFFERENCELAYERINTERMII-rENT [N G SESCXEhE/I‘IgiRSO'SS S ON PIPE LEACHING TRENCH TYP.I °IS .5 l q 3 .S I EXISTING MERESTONE o IRON ROD To BE SET o EXISTING IRON ROD£X -[q'@ PROPOSED PROPOSED WELL SILT FENCEx COMMON BACKFILL L IqT L Jo I.THEWETL‘M‘TELLSBC’VNJI‘AISDEERE?§INPEELEFIENU§IN§JHE REERATEEYQIIEPRESENTED ON THIS PLANE /L s S 13 " a /— LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE I GOO STONE WALLAPPROVEDFILTERFASRIC \SSPPwg:*I, ’.....Y III II I In PLAN PREPARED FOR INLAND PROPERTIES 225 NEWBERRY ROAD SOUTH WINDSOR.CT. D.aa-IO'SOMEWHAT COMPACT LIGHT 5 13-13v-BROWN SILTY FINE SAND 10 17L ”IDEPTHTo"15 19'2..e-MIN.NO MOTTLES 2U DRYNOGROUNDWATERPERCOLATION RATE :1-Io MIN/IN.NO LEDGE SITE PLAN ROOTS N/A PERC 2IRESTRIcTIVENIAAUGUST 12 2322 PRE SOAK III GALLONS 5/1 112022 O EXISTING UTILITY POLE U PERFORATED 0 COERTIFIED HN P.IANNI SCIENTIST XBIH@ PROPOSED EXISTING SPOT SPOT GRADE GRADE ""'IIISII I HINT SCALE:1”=20'i DATE:3110/2022 I FILE NO.2022-43 I SHEET:1 OF 1 TEST_PIT 4 DEPTH 24"\———.APFRDVED AGGREGATE SOIL SCIENTIST DATE ——a>a(A——EXISTING CONTOUROS5-24"TOPSOIL BROWN SILTY FINE SAND.TTMEn READING DIFFERENCE —-—m—PROPOSED CONTOUR 24.51“LIGHTERSOMEWHAT BROWN COMPACTFINE SAND 5 DRY GRAPH IC SCALE TO MY KNOWLEDGE AND BELIEF,THIS MAP'IS'S‘UBSTA LY CORRECT AS NOTED HEREON.e TEST HOLE 57-80”GREY BROWN FINE SAND PERCOLATTON RATE =I-10 MINJIN.o.20‘40‘50'A PERc PERCOLATION TEST DEPTH 50'- CHI NOT TO SCALE JSIé TRIED WIDE”IEETSST'EETEII‘DPMMERMDVAL ANDREW FBUSIINaT-HE EMBOSSED SIGNATURE SEAL OF WEAR THE LICENSED ABOVE —'+EDGE OF FIELD LOCATED WETLANDSNO NO MOT-DES GROUNDWATER L P E LS 24591 AWF 2a WETLANDS FLAGNOLEDGESEPTICLEANGTRENCHCROSSSECTIONDETAILSCALE1":20' ROOTS To 22-PROPOSED UNDERGROUND UTILITIES F RESTRICTIVE N/A BUSHNELL ASSOCIATES LLC. 350-643-7575 REV's'ONsI