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HomeMy WebLinkAbout2013-5-31 - 159 Miller Road - Septic ApplicationTown of South Windsor —Health Department 1540 Suliivan Avenue,South Windsor,CT 06074 Phone:860-644-2511 ext.248 Fax:860-644-7280 PERMIT TO DISCHARGE Approval is hereby given to awoeeck a \__\an (&3§gem ,in accordance with Public (Property Owner) Health Code Section 19-13-B103e (h)to discharge to a subsurface sewage disposal system located at lsq Wi\\£f*@mu& (Street Address) in the town of $3K!¢\’\n V6;hciSm’,CT that will receive domestic sewage from a: Residential building containing bedrooms.Single family (Y/N):q . Restaurant containing seats. Commercial/Office building providing square feet. Other structure as described: Design Flow =H,50 gallons per day.Permitted Flow =SD gallons per day. The design flow shall equal the permitted flow,except for non-compliant repairs (See Section IV D). In order to provide a sufficient factor of safety it is recommended that the average daily discharge not exceed 2/3 of the permitted flow or ‘30 C)gallons per day. Operation and Maintenance:Septic tank shall be inspected regularly and pumped as needed but not less hequently than every five years.The septic tank has an effluent filter (Y/N)Li).Effluent filters require periodic cleaning.Failure to clean filters can result in sewage backup into the building or effluent breakout.Restaurants serviced by external grease interceptor tank(s)require quarterly inspections and cleaning as necessary.Tank pump-outs tracked by local health department (Y/N)[\l .If yes, stipulate pump-out requirements: Special Requirements and Restrictions:l.In the future,if there is a septic system malfunction or failure.it must be addressed. Permit Issuance:Issued by:%\f‘€5t‘v\Wf-xxwn Title:Q\Jlt“onww~it-J\H'UM‘HN @fgéif (Director of Health br Registered Sanitarian) Signature:I W’Date:Sl'3\\Rli Exceptions (Repairs Only): File Information:Construction Permit No..Approved as-built on file (Y/N)LB Date of Final Inspection:5 \i Inspected By:5w N\WL—xuvn Bottom “of Excavation Inspection Checklist Property Location:Igéi \iv\:\\\Qf Racked,Town:-‘~UH“'-‘Fiie‘#:Date:§I3ili$ Sanitarian:%’\L€V\A Ntwbwvrx\ 1.Survevor Stakes:Mn Benchmark Elevation Stake Set....'..................................‘.....Y or N Offset‘Stakes Set:indicating F/L Elevation/Bottom of Trench ......Y or N Note:Elevations on stakes should match elevations on plan. 2.Excavated Area: Area cleared and rough graded topsoH stripped ....................(Em N All stumps and large boulders removed.................................CY/or N Area plowed and scarlfied ..................................................@gor N Excavated area Is free of water ...........................................@“or N Note (If water Is present at the bottom of the excavation water needs to be removed and area rescarified.Ditches can be dug to divert water out of {‘5«m~x sé/ak Loevcvx‘Wgn é»5i L >4 (n L‘ A“~ro0>ix\t Twmk Q“A $\\¥“\omm was v’tvmzwaafkitIx) area )Excavated area extends 5 feet laterally In all directions ygw route, N‘beyond outer perimeter of the leaching system .................~......Y or Note (Measurement of Standard 495 Sq Ft System 32 X 65) Overall area is level ..........................................................LY or N Depth of excavated area makes contact With naturally occurrin perVious material (no compaction or damage)......................Y’or N Notes is,“Meme ewe WWW k kHLX 5w ‘ 1540 SULLIVAN AVENUE 0 SOUTH WINDSOR.CT 06074 TELEPHONE (860)644-2511 Septic System As-Built Plan Street Address iS/Q IVd {c1 V RQQ Date (0")av ji/W/ Permit Number 'New Septic System t/Repalr of Septic System Alteration of System Number of Bedrooms 3 or Design Flow of Building Type of system installed /Vam‘fz}é I3”Mm W L17 (e.g.stone trenches,intiltrato‘fs,galleries) Square footage of system:Total length L/f Width 3 Effective Area H l p Capacity of Tank 5~0 New /’Existing Length of house sewer pipe Mimmum distance between septic tank and foundation i Pl Minimum distance between leaching Seld and foundation }‘& Mmimum distance between sewage system and nearest well §§Public water supply Minimum distance between leaching system and property boundary f 6y Curtain drain required?Yes No l/ Minimum distance Som leaching field to drains (curtain drain,foundation,stormwater,etc.) Address i,3‘7? Location of System Drait a substantially correct drawing showing separation distances of the septic systeminstallation.Include all of the following information to provide an accurate record of the entiresystemlocation: Septic System As-Built Plan MxHu-v {H , ide of x ,_ house) RECEIVE!) MAY 3 7 2013 SOUTH WINDSORHEALTHDEPt ate may 3l}( E,W,&ont,back s ’7»“‘7 At least two sides of the building nearest the system,septic tank,house sewer,distribution boxes,trench ends,dry wells,curtain drain,potable water supply wells and any other features affectingthesystemanditslocation. Installers Name (V’ar‘Ht/t L Fmwy kloh.i License Number 3cg‘ccm ward—wk cvkim eywm exxo‘x ’$M35 piglmsus‘ui +c wkWgX Vans?.\,D Se M WU€A$6).PL C902.»mi»this‘zxCox’butlwm v.51:bi:4k;Wo‘rck a r Q¥éJN'muiw \ W) D 5 Installers_A¢dix§sa {/3*3;Woa‘ylt‘amp 37/<3 Q é {Qfmmw a“@CK)C?73 (L\Z is / VUVFPuat 3 (street,city,state and zip C £§uj§rxkl Q\§A\» t ausg _ (V. %H’ (oi.i7 5 ' m—i:lC (9 HDistancefromcomerA(3"let m5 $3».XDistance&om corner B g 5L lé‘s/35:3 7g?a &%Distance from corner;*Qé 7 i IDistancefromcomerD FINAL INSPECTION ELEVATIONS PROPERTY LOCATION:\Sq Wl\\{vPROPERTYOWNER:$LX IEXM'(,&—INSTALLER: SANITARIAN:W WG‘M‘MI (hawk TOWN:‘E Ar I Mur‘k n ENFK DATE:§Rx LEVEL TO BENCHMARK (ROD READING)’Z (S’LBENCHMARKELEVATIONIOOHEIGHTOFLEVELiD25’). xv SEPTIC TANK INLET 3.‘b%\‘SEPTIC TANK OUTLET LI 5.1 Ll ,53 C’I ml rqq PUMP/GREASE TRAP INLET“3 N!APUMP/0mm TRAP OUTLEr -D-BOX #l INLET LI ,73 <,Q<5 Ch Hi4FLOWLINERIGHTN/wFLOWLINELEFT‘1’a ‘7 ‘4 5’9:7 q '7 1SOUTLET D-BOX #2 INLET FLOWLINE RIGHT FLOWLINE LEFT OUTLET D-BOX #3 INLET FLOWLINE RIGHT- FLOWLINE LEFT OUTLET TRENCH #1 »W we,.(50%“a?RIGHT 'LI .‘TL '2 ,2§‘T“&$'”qg f/i‘n‘kb OxfmkLEFTH".w ’2..1%Q.l H-{MM b&.k3 O p. LAAIR 6DTRENCH#2 V ] RIGHT LEFT TRENCH #3 RIGHT LEFT INVERT ELEVATION =Top of Pipe +Diameter 0f Pipe —Height of LevelHEIGHTOFLEVEL=Benchmark +Rod Reading Reference: Town of South Windsor —Health Department Subsurface Sewage Disposal System Inspection Report PROPERTY LOCATION:LSq \Muxevr W BOTTOM OF EXCAVATION:DATE:g/etlg INITIAL SM PERCOLATION TEST “FILL CHECK”:DATE:Ni W INITIAL PAS S @WRMJ”\J WELL INSPECTION:SANITARIAN WELL LOCATION FINAL INSPECTION:SANITARIAN gOem WQpwwx DATE:5 i L3_\ 1.SEWER LINE A SEWER LINE CEMENTED AT FOUNDATION (Y/Nwouw ............PIPE LENGTH 1%" ............PROVIDED '’FTBPITCH(25 mches per foot mm)REQUIRED D PIPE TYPE &ASTM SPEC gg E é:3 .................................PIPE SIZE (INCHES)SEPTIC TANK. A MANUFACTURER DATE MFD SIZE GALLONS_A’_ C INLET BAFFLE (not m middle of opemng)g ..........OBSERVATION OPENING (slag removal) D OUTLET BAFFLE FILTER TYPE \\Sk“RISERS NEEDED (Y/N)\(SIZE \3 E.TYPE OF PIPE 3m 3S Mm mwt (approved by code) B TANK COMPAR S PLACED PROPERLY (Y/N)................................................ PUIWP CHAMBER/GREASE TRAP:ws R.SIZE GALLONSAPUMPCHAMBERMANUFACTURER B TYPE PUMP ............PUMP ALARM CHECKED (Y/N) c FLOAT CONTROL ELEVATION VERIFIED (Y/N)......TYPE OF PIPE D GREASE INTERCEPTOR TANK SIZE GALLONS ........MANUFACTURER D BOXES: A.LEVEL (Y/N)i SERIAL DISTRIBUTION (High level overflow within top 3”)....... C.LEVEL SYSTEM (Ends tied together)(Y/N)TRENCHES: A.LENGTH OF TRENCH ............1.'-iS "2.3.4.5.6. B.GALLERIES (stone around all units).1.2.3.4.5.6. C.CENTER—TOCENTER SPACING N}A FILTER FABRIC PRESENT (Y/N)TYPE D APPROVED AGGREGATE FREE OF SILT DIRT &DEBRIS (Y/N)MIMI F AGGREGATE MEETS PHC SPECIFICATIONS (Y/N)Mhk TYPE OF PIPE G LEACHING SYSTEM DESCRIPTION q mX—s WM S \Wax 6.SEPARATION DISTANCES ONFORM WITH APPROVED PLAN (Y/N)SEP TION DISTANCES FIELD VERIFIED (Y/N)FAIL COMMENTS:‘’T DATE: Sanitary Well Cap Rev.Apn'l 20 I 2 DEPTH HOLE #DEPTH HOLE # TIME READING TIME READING PERC PERC I'~.ln ”)MATERIALS TESTING INC.CI 55 LAURA STREET 'NEW HAVEN,CONNECTICUT 06512 °(203)468-5216.'*"42 BOSTON POST ROAD 'WILLIMANTIC,CONNECTICUT 06226 '(860)423-1972 ”A "Ix This material as sampled and delivered meets the listed specification. Test reports may not be reproduced Without the express permission of Materials Testing.lnc Results only relate to items tested. DATE:04—26—13 REPORT:M—1254 CLIENT:Desiato Sand &Gravel 999 Stafford Road Storrs,CT 06268 PROJECT:Client’smformation SUBJECT:WASHED SIEVEANALYSIS (ASTM C-1 36,C-117) Material:Sand for Septic é: Source:Desiato Sand and Gravel,Storrs,CT Sampled:and delivered to MTI by Client on 4/22/13 Sieve Size Percent Passing ASTM C-33 Modified 3/8”(9.5mm)100 100 #4 (475mm)99 95-100 #8 (2.36mm)84 80-100 #16 (1.18mm)67 50—85 #30 (6000m)45 25-60 #50 (300pm)20 10-30 #100 (150pm)5 2—10 #200 (75pm)1.4 0-5 Materials Testing, Richard C.Kear Inc:RECEIVED MAY 312013 William J.Soucy “sOUTH WINDSOR,HEALTH DEPT. 1cc:Client wib Town of South Windsor —Health Department xzfk 6)£30 1540 Sullivan Avenue,South Windsor,CT 06074 \OO €98 Phone:860-644-2511 ext.248 Fax:860-644-7280 6’€q<®%4//79 % APPLICATION FOR APPROVAL TO CONSTRUCT A SUBSURFACE SEWAGE DISPOSAL SYSTEM Application/Permit #: To the Director ofHealth,Town of:Sau‘fk uvgrwggvm Date:MW Z6!(“3 // Application is hereby made for an approval to construct a subsurface sewage disposal system for a: Hwugéy ”(Residential Building,Restaurant,Retail Building,etc.) located at:35W (Vi ti i W (2:0 (Street Address,Lot Number,Subdivision Name,Map,Block,Lot,etc.) New System Addition Repair /Other Owner Address Tel.N0. InStaller P/imf'‘ill’l L g‘i'kirw/Address 5’33 WctbacwfSTTelNo.Kw ”,gl‘p QS’SW 50 6(Q5YLO ”be!“ Installer License N .C90 3a g 7 In accordance with detailed information stated below: Application fee paid i0 ”w 7k i7 L’L Signed W "i 5/ (Owner or duly authorized representative) GENERAL INFORMATION Soil Tests Conducted (Date):5/7 I i '3 5/1 q l i Q3 Lot size \io tar/rm sq.ft. I I /I Area of Special Concern (Y/N):g g Ifyes,Reason(s): Basis ofDesign (#of Bedrooms,Restaurant Seats,Building Size,etc.):3 MWVV, Engineered Plan Required (Y/N):M Ifyes,Name of Engineer: Address of Engineer: Design Plan Approved (Y/N):L1,Date of Approved Plan:’4 EO i 3 Revision Date: Type of Water Supply _/If well,has location been approved (Y/N):i W Signature:$w/Whoa/l,,—Title:E‘Av \‘\’€fp\\“\r\bggmek.’O Well Driller’s Name:Address: OFFICE USE ONLY Approval to Construct issued by:gN ,W K’V‘VL {Salaam (Director of Heal\h or Registered Sanitarian) Date:gi 30‘6l \Q mug PPROVED TOWN OF SOUTH WINDSOR HEALTH DEPARTMENT DATE SIG ”K4 9‘0 "+SM, Ma L/fs L9 f wé $c¥r Haw %<jm$+a(\ Dl‘S’ramL6, km +3 wQkk (6d z$ glam/wk KveQ—tev‘” Tweaf' +(AQv/l 704K 7y+krECa[\ Vivrff"‘9 Lg:Q([$> (+§?@ :Fmfau ow”(A:o€Mow—b f3a (Si—fa mawm VOYSaPI‘ H“mpso}’(\5{/'fy Wm )aQebo‘gé “Au @ Ci 5Kc€<WTPC¢€c9 lgéHoc/m @‘9 keacM«Lg~£}/&Te’659%”\H‘Aw/u QaOr ( gem“Mac/{t Wm w The Ca+w®a§m Fm RCMQ 5f “M90 \MCUrFM 6V E‘HA1QV @03éy7 - {\\ : 01 v3 A :S : l Town of South Windsor —Health Department 1540 Sullivan Avenue,South Windsor,CT 06074-2786 Phone:860-644-2511 ext.248 Fax:860-644-7280 APPROVAL TO CONSTRUCT OR REPAIR SEWAGE DISPOSAL SYSTEM Approval is hereby granted for the construction/repair of a subsurface sewage disposal system at the property described below: PROPERTY OWNER(S):Edward &Lisa Boice STREET ADDRESS:159 Miller Road TOWN:South Windsor INSTALLER:Martin Ethier CT.LIC #3687 EXPIRES:09/30/2013 RESIDENTIAL:#of Bedrooms -3 INSTRUCTIONS FOR INSTALLER 1.Construction plot plan submitted and approved by this oftice must be adhered to. 2.This office must be contacted for approval if any change is going to be made in the system location,size or design,or any changes in house,well or property line locations. 3.Any NEWsewage disposal system must conform to ALL requirements of Section 19-13-BIO3 of the CT Public Health Code. 4.ALL new construction to be under DIRECT supervision of a CT licensed installer under Section 20-341 of the CT General Statutes. 5.The installer is RESPONSIBLE for VERIFYING LOCA TIONS of PROPERTY LINES,WELLS, and BURIED UTILITY LINES prior to construction. 6.Installer to notify South Windsor Health Dept.24 hours prior to the start of construction. 7.Installer to have septic tank covers removed at the time of inspection. SPECIFIC INSTRUCTIONS: 1.Install per approved plan,(Martin Ethier,Dated:05/29/2013). Licensed Installer to field stake house,well (if applicable),permanent benchmark,and septic system.Offset stakes to include bottom of trench or flow line elevations. 3.A bottom of excavation inspection is required.Existing topsoil,fill material,and silt loam must be removed and replaced with suitable select fill material.Health Dept.staff to conduct a bottom of excavation inspection prior to construction of system. 4.Permanent ben hmark to be set within 5O feet horizontally and 12 feet vertically of septic system. 5.Install a,.1¢60/0gcallon two-compartment septic tank,with an approved outlet filter.Risers are to be installed if there is to be more than 12"cover over septic tank cleanouts.E‘A’SC‘cigdwcnmvc mgcesmax‘awash.slawga fairsog6.Install 495 square feet of effective leaching area,consisting of one row 45 feet long,of Mantis 536-8 units,bedded on the bottom and sides with sand till meeting both the manufacturer’s and select till specincations.Wick system is to have a minimum of 12"sand hll on sides of system.System to be installed per manufacturer’s specifications. Systems with total cover that exceeds eighteen (18)inches as measured from the top of the units to finished grade shall be vented at the distal (far)end of the system. 7.Current Sieve analysis (within 30 days)for sand till and select fill (if applicable)must be submitted to the South Windsor Health Department. 8.Max depth into original grade is not to exceed sixty (60)inches. 9.Installer to schedule,and be present for final inspection with Health Dept.staff.Level to be set up for verification of elevations OR an engineer's/surveyor's as built will be required. 10.Installer to complete and submit septic system as built plan and drawing with ties to the house. 11.Existing ptic system to be properly abandoned. SIGNATURE:WW DATEISSUED:05l30/2013 RENEWAL:I I APPROVED BY:Sherry cGann,BS,REHS,HHS EXPIRES:05l30l2014 EXPIRES'/I THIS PERMIT IS VALID FOR A PERIOD OF ONE YEAR FROM DATE OF ISSUE.IN ACCORDANCE WITH THE CT PUBLIC HEALTH CODE SECTION 19-13-BI03e(F)(l).ONE RENEWAL IS POSSIBLE PROVIDED SOUTH WINDSOR HEALTH DEPARTMENT IS NOTIFIED PRIOR TO THE EXPIRATION DATE NOTED ABOVE.IF PERMIT EXPIRES,INSTALLERS ARE CHANGED,OR ANY OTHER DEVIATION FROM THE ORIGINAL PERMIT,A NEW APPLICATION MUST BE COMPLETED AND ALL APPLICABLE FEES MUST BE PAID. FEE PAID:10.00 CHECK #1722 DATE PAID:05/29/2013 Print Lookup Details Page 1 of 1 State of Connecticut %/€r gxmm+$a Wm WU -g [0.7S ‘fth 5U,11 Lookup Detail View DQ'Fkiir ‘3 Cuxim}K/MQ/cng‘gn QS’)‘ie 15Name Name MARTIN L ETHIER Generated on:5/2/2013 8:54:13 AM https://www.e1icense.ct.gov/Lookup/PrintLicenseDetails.aspx?cred=794009&contact=95353 5/2/2013 License Information‘Iookup License Type License Number Expiration Date Granted Date License Name License Status Licensure Actions or Pending Charges Sub—Surface Sewage Instailer 3687 09/30/2013 10/20/1989 MARTIN L. ETHIER ACTIVE None Town of South Windsor —Health Department 1540 Sullivan Avenue,South Windsor,CT 06074 Phone:860-644-2511 ext.248 Fax:860-644-7280 COMMENTS: ‘Lovd wkggx‘“: *u 52.,Maw I N‘v‘m‘s am. GROUNDWATER TABLE (Near max.,below max.,etc.):woo.)\xkw SOIL MOISTURE (High,medium,low,etc.): DATE:S H a COMMENTS: PERCOLATION TEST DATA (Record all Perc Tests) SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM Application/Permit #: Property Owner ‘rt C K Location [\(ci LL45!téf (KnwQ DATE:5 i7 t V3 GK"?M133 DEEP TEST PIT DATA/SOIL (Record DESCRIPTIONS all Test Pits)new.’51 73 (”‘9 $53 TEST PIT:‘\TEST PIT:l.TEST PIT:g TEST PIT:q TESV KIT:S 0313“3 wvK 53'“ (pwgjywuc)Qw-b'kxmWan.) o ~L‘M"3MM4 \\ (mgwwr,womb. MW\b‘rp) 1H .-(or;g;\~\-Law“ (,QANW {f‘eéwx VIM -\v~&L 0*“A“V) 0-44 em mRwcA ;n\’o ST §M we? $3 0 ,,(ow 3wxgran (mgmw,gwwt vwem LM3 w r—as‘exw Law gg’’03"owrV— $(wb&. ease”«PM \WV'WJWM LB "’$5$3 H“ L‘gcwvvx 56»‘~i 7,"comw 5o~r~ek Mottles:Mm (Mk Mottles:{Mug Mottles:Mfg I H\\\Mottles:N I o MI o GW:'.k‘w‘t/GW:NW o GW:T WNW J GW:Ni 0 NI o Ledge:Ledge:Nio Ledge:Ledge:NI o N i o Roots:\Roots:wig Roots:Roots:M/o QC)”:SO I; Restrictive:l Restrictive:(4,”Restrictive:Restrictive:f0%"qL" PERC:A PERC:I)PERC:PERC: DEPTH:W1 DEPTH:t3”)DEPTH:DEPTH: PRESOAK:N PRESOAK:N PRESOAK:PRESOAK: TIME READING TIME READING TIME READING ’TIME READING “aM‘H:H i i :\Ct H t L7, a“:2,"I I i313 ii 1‘55 l I 13"? n:n ”an i .2 a ’Lil qll 3S1:egg“ 735"‘33“ to“ H " it“ILJS” 13:25” 3 i :I‘7 i i i 1D i I 51% g i".2.7 H131“$3 )4 13% iil‘tiH“-I5WE -g'7st:$.75"Hrzs”11.7.5“ M " HHS”15325"15.73“mayi535“rmn?‘ PERC RATE:’b m I IN“PERC RATE:IO rmn I‘W’h PERC RATE: PERC RATE: SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM LOCATION DRAWING INCLUDING ALL TEST PITS AND PERCOLATION HOLES DESIGN RECOMMENDATIONS/COMMENTSeke8w,Mama Form completed by:6&w ml \Mabxxv‘w\(Certified Local Health Agent or P.E.)Accuracy assured by (IfP.E.completed form):Max (Certified Local Health Agent)Othe 's present for site investigation (Engineer,developer,installer etc):g‘nlg 3 "Yb.“xxA‘9)l$\~’E’t‘ixlar W‘xémme\ I,Mlrl:Meg,E’r’wex ~&‘§mt ”:Dxs'mlmt s mg r}Qwn \ManSA w C‘f ‘BPR Iai WWi U3 a,{ W w §i t . li by».1 Val t ( H f VM§\\QIVV Q\m&\*No¥\ru SW SPECIAL CONDITIONS CONCLUSIONSDesignFlow>2000 GPD Suitable for Sewage Disposal V/Public Water Supply Watershed Unsuitable for Sewage Disposal Probable High Groundwater Additional Investigation Req’d Slope >25 percent Wet Season Monitoring Req’dPercRate<l min/inch Retest During Wet Season Perc Rate >30 min/inch Licensed Engineer Plan Req’d Ledge <5 feet below grade Other: Limited Suitable Area Open Watercourse or Wetlands Flood Plain /Seasonal Flooding Max.G.W.<36 inches below grade Town of South Windsor —Health Department 1540 Sullivan Avenue,South Windsor,CT 06074-2786 Phone:860-644-2511 ext.248 Fax:860-644-7230 DESIGN RECOMMENDATIONS FOR REPAIR OF SEWAGE DISPOSAL SYSTEM PROPERTY OWNER(S):Edward &Lisa Boice STREET ADDRESS:159 Miller Road,South Windsor RESIDENTIAL (#of Bedrooms):3 SEPTIC TANK:Install 1,000 gallon two-compartment septic tank with approved outlet filter. LEACHING SYSTEM:495 square feet of effective leaching area required. System is to be designed with a maximum depth into existing grade of sixty (60)inches. Topsoil,fill material and silt loam are to be stripped and replaced with select fill material so that system interfaces with coarse sandy soil strata layer. Minimum Leaching System Spread (MLSS)need not be addressed due to suitable soil conditions of receiving soils. SPECIFIC INSTRUCTIONS: 1.Permit application to be completed and permit fees to be paid in full at time of application submission. 2.Installer’s construction plot plan (drawn to scale)to be submitted and approved by this office prior to issuance of permit to construct. 3.Plot plan must indicate location of proposed structure,water supply,septic system,embankments, watercourses,property lines,and existing and proposed finished grades.Benchmark to be set and indicated on plan.Note on plan that existing Septic System is to be properly abandoned. SIGNATURE:.Wt.»DATE:K 6/3 Map Unit Description:Narragansett silt Ioam,2 to 8 percent slopes£tate of Connecticut State of Connecticut SSB—Narragansett silt loam,2 to 8 percent slopes Map Unit Setting Landscape:Uplands Elevation;0 to 1,200 feet Mean annual precipitation:43 to 54 inches Mean annual airtemperature:45 to 55 degrees F Frost-free period:140 to 185 days Map Unit Composition Narragansett and similar soils:80 percentMinorcomponents:20 percent Description of Narragansett Setting Landform:Hills,till plainsDown-slope shape:Linear Across-slope shape:Convex Parent material:Coarse-loamy eolian deposits over sandy and gravelly melt-out till derived from gneiss and/or schist and/or sandstone and shale Properties and qualitiesSlope:2 to 8 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.57 to 1.98 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency ofponding:None Available water capacity:Moderate (about 6.3 inches) Interpretive groupsFarmlandclassification:All areas are prime farmland Land capability (nonirrigated):2e Hydrologic Soil Group:B Typical profile0to6inches:Silt loam 6 to 15 inches:Silt loam 15 to 24 inches:Silt loam 24 to 28 inches:Gravelly silt loam 28 to 60 inches:Very gravelly loamy coarse sand Minor Components Broadbrook Percent of map unit:5 percent Landform:Drumlins,hills,till plainsDown-slope shape:Linear USDA Natural Resou rces Web Soil Survey 5/8/201 3 Conservation Service National Cooperative Soil Survey Page 1 of 2 Map Unit Description:Narragansett silt loam,2 to 8 percent slopes—State of Connecticut Across-slope shape:Concave Charlton Percent of map unit:5 percentLandform:Hills Down-slope shape:Linear Across—slope shape:Linear Leicester Percent of map unit:3 percent Landform:Depressions,drainageways Down-slope shape:Linear Across-slope shape:Concave Canton Percent of map unit:2 percentLandform:Hills Down-slope shape:Linear Across-slope shape:Convex Wapping Percent of map unit:2 percent Landform:Hills,till plainsDown-slope shape:Linear Across-slope shape:Linear Unnamed,red parent material Percent of map unit:2 percent Sutton Percent of map unit:1 percent Landform:Depressions,drainageways Down-slope shape:Concave Across-slope shape:Linear Data Source Information Soil Survey Area:State of Connecticut Survey Area Data:Version 10,Mar 31,2011 g§,%Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 5/8/201 3 Page 2 of 2 Map Unit Description:Haven and Enfleld soiis,3 to 8 percent slopes—State of Connecticut State of Connecticut 3ZB—Haven and Enfield soils,3 to 8 percent slopes Map Unit Setting Landscape:Outwash plains,valleys Elevation:0 to 1,200 feet Mean annual precipitation:43 to 54 inches Mean annual air temperature:45 to 55 degrees F Frost-free period:140 to 185 days Map Unit Composition Haven and similar soils:60 percentEnfieldandsimilarsoils:25 percentMinorcomponents:15 percent Description of Haven Setting Landform:Outwash plains,terraces Down-slope shape:Convex Across-slope shape:Linear Parent material:Coarse-loamy eolian deposits over sandy and gravelly giaciofluviai deposits derived from granite and/or schist and/or gneiss Properties and qualities Slope:3 to 8 percentDepthtorestrictive feature:More than 8O inches Drainage class:Well drained Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.57 to 1.98 inlhr) Depth to water tab/e:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water capacity:Low (about 5.1 inches) interpretive groupsFarmlandclassification:All areas are prime farmland Land capability (nonirrigated):2e Hydrologic Soil Group:B Typical profile0to7inches:Silt loam 7 to 14 inches:Silt loam 14 to 20 inches:Silt loam 20 to 24 inches:Fine sandy loam 24 to 60 inches:Stratified very graveliy sand to graveliy tine sand Description of Enfield Setting Landform:Outwash plains,terraces Down-slope shape:Convex USDA Natu l al R esou I CeS W e b S O I'SU IVe y 5/8/20 '3 c ons elV at]O n S el'V I Ce N a“Olla I COOpelat Ve SO ii SU V3 y Fage Oi 3 Map Unit Description:Haven and Enfleld soiis,3 to 8 percent slopes—State of Connecticut Across-slope shape:Linear Parent material:Coarse-silty eolian deposits over sandy and gravelly glaciof1uvial deposits derived from granite and/or schist and/or gneiss Properties and qualities S/ope:3 to 8 percentDepthtorestrictive feature:More than 80 inches Drainage Class:Well drained Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.57 to 1.98 in/hr) Depth to water table:More than 8O inches Frequency of flooding:None Frequency ofponding:None Available water capacity:Moderate (about 6.6 inches) Interpretive groupsFarmlandclassification:AII areas are prime farmland Land capability (nonirrigated):2e Hydrologic Soil Group:B Typical profile0to3inches:Slightly decomposed plant material 3 to 4 inches:Moderately decomposed plant material 4 to 12 inches:Silt loam 12 to 20 inches:Silt loam 20 to 26 inches:Silt loam 26 to 30 inches:Silt loam 30 to 37 inches:Stratified coarse sand to very gravelly loamy sand 37 to 65 inches:Stratined very gravelly coarse sand to loamy sand Minor Components Agawam Percent of map unit:4 percentLandform:Outwash plains,terraces Down-slope shape:Linear Across-slope shape:Linear Branford Percent of map unit:3 percentLandform:Outwash plains,terraces Down-slope shape:Linear Across-slope shape:Linear Ninigret Percent of map unit:2 percentLandfonn:Outwash plains,terraces Down-slope shape:Linear Across-slope shape:Concave Tisbury Percent of map unit:2 percentLandform:Outwash plains,terraces Down-slope shape:Concave Across-slope shape:Linear Lé-fQ'AH Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 5/8/201 3 Page 2 of 3 Map Unit Description:Haven and Enfleld soils,3 to 8 peruent slopes—State of Connecticut Raypol Percent of map unit:2 percentLandform:Depressions,drainageways Down-slope shape:Concave Across-slope shape:Concave Unnamed,gravelly surface Percent of map unit:2 percent Data Source Information Soii Survey Area:State of Connecticut Survey Area Data:Version 10.Mar 31,2011 LJSDA Natural Resources Web Soil Survey 5/8/201 3 Conservation Service National Cooperative Soil Survey Page 3 of 3 Soil Map—State of Connecticut 72" 32' 38" 41“51'13" 72“ 32' 28" 41'51'12" 41°51‘2" 72‘ 32' 39" 41''2" Map Scale:1:1 ,580 if printed on A size (8.5"x 11")sheet. N 72" 32' 28" M o o Natural Re_souroes_Conservation Sennoe Web Soil SurveyNationalCooperative Soil Survey 5/8/201 3Page1of3 51 Sou Map-State of Connecticut MAP LEGEND Area 01 Interest (ADI) [j Area 0f Interast (AOD Soils LJ Soil Map Um'ts Special Point Features Q)Blowout Barrow Pit Clay Spot Clusad Deptessian Gravel Pu Gravelly Spot Landfill Lava Fiaw Matsh orswamp Mine or Quarry Miscellaneous Waler Perennial Water Rock Outcrcp Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide nr Slip Sudic Spot Spuil Area Stony Spot XE x0 §<i¢a+9©> ;h”u-so $Very Stony Spot y Wet Spot 1.Other Special Line Features K,Gully MAP INFORMATION Map Scale:1:1,580 if printed on A Size (8,5"x 11")sheet. The soil surveys that comprise your AOI were mapped at 1:12.000. Waming:Soil Map may not be valid at this scale. Enlargement 01'maps beyond the scale of mapping can cause misunderstanding ofthe detail of mapping and accuracy of soil Ilne placement.The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for accurate map measurements. Source of Map:Natural Resources Conservation Service Web Soil Survey URL:http://websoiisurvey.nrcs.usda.gov Coordinate System:UTM Zone 18N NAD83 This product is generated from the USDA—NRCS certified data as of the version date(s)listed below. Soil Survey Area: Survey Area Data: Date(s)aen‘al images were photographed 8/14/2006 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps.As a result.some minor shifting of map unit boundaries may be evident. A a Other Political Features g Cities Water Features N Streams and Canals Transportation .H+Rails .uv Interstate Highways p.»US Routes Major Roads W Local Roads State of Connecticut Version 10,Mar 31,2011 SDA Natu ral Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/8/2013 Page 2 of 3 Soil Map—State of Connecticut Map Unit Legend USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/8/2013 Page 3 of3 State of Connecticut (CTSOO) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 32A Haven and Enfleld soils,0 to 3 percent slopes 1.1 10.1% 32B Haven and Enneld soils,3 to 8 percent slopes 8.4 73.5% 64B Cheshire fine sandy loam,3 to 8 percent slopes,very stony 1.5 13.1% 668 Narragansett silt loam,2 to 8 percent slopes 0.4 3.3% Totals for Area of Interest 11.4 100.0% Map Unit Description:Cheshire me sandy Ioam,3 to 8 percent slopes,very stony—State of Connecticut State of Connecticut 64B—Cheshire fine sandy loam,3 to 8 percent slopes,very stony Map Unit Setting Landscape:Uplands Elevation:0 to 1,200 feet Mean annual precipitation:43 to 54 inches Mean annual air temperature:45 to 55 degrees F Frost-free period:140 to 185 days Map Unit Composition Cheshire and similar soils:80 percentMinorcomponents:20 percent Description of Cheshire Setting Landform:Hills.till plainsDown-slope shape:Linear Across-slope shape:Linear Parent material:Coarse-Ioamy melt-out till derived from basalt and/ or sandstone and shale Properties and qualitiesSlope:3 to 8 percentSurfaceareacovered with cobbles,stones or boulders:1.6 percentDepthtorestrictivefeature:More than 80 inches Drainage class:Well drained Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.57 to 5.95 in/hr) Depth to watertable:More than 80 inches Frequency of flooding:None Frequency ofponding:None Available water capacity:Moderate (about 7.8 inches) Interpretive groupsFarmlandclassification:Not prime farmland Land capability (nonirrigated):6s Hydrologic Soil Group:B Typical profile 0 to 8 inches:Fine sandy loam 8 to 16 inches:Fine sandy loam 16 to 26 inches:Fine sandy loam 26 to 65 inches:Gravelly sandy loam Minor Components Wilbraham Percent of map unit:5 percentLandform:Depressions,drainageways Down-slope shape:Concave tJSDA Natural Resources Web Soil Survey 5/8/2013 Conservation Service National Cooperative Soil Survey Page 1 of 2 Map Unit Description:Cheshire fine sandy loam,3 to 8 percent slopes,very stony—State of Connecticut Across-s/ope shape:Concave Wethersfield Percent of map unit:5 percentLandform:Drumlins.hills Down-slope shape:Linear Across-slope shape:Convex Yalesville Percent of map unit:5 percentLandform:Hills,ridges Down-slope shape:Convex Across-slope shape:Linear Watchaug Percent of map unit:3 percent Landform:Hills,till plainsDown-slope shape:Linear Across-slope shape:Concave Menlo Percent of map unit:2 percentLandform:Depressions,drainageways Down-slope shape:Concave Across-slope shape:Concave Data Source Information Soil Survey Area:State of Connecticut Survey Area Data:Version 10,Mar 31,2011 USDA Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 5/8/201 3 Page 2 of 2 VIII.ZONING PLAN EXAMINERS NOTES DISTRICT USE F RONT YAR SIDE YARDSIDEYARD REAR YARD NOTES