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Home My WebLink About2013-11-5 - 2063 John Fitch Boulevard - Soil ReportTest Pit Log Project: Project No.: Property Location: Phoenix All-Stars 3300 2045-2063 J.Fitch Boulevard Test Pit lD:TP-1 Location:See map Date:11/5/201 3 inspector: South Windsor,CT Andrew Krar Approx.Time:1O a.m. Weather Sunny Excavator: Equipment: Mr.Tellier Excavator Temperature:50's Surface Elevation:See map Depth Feet Descri g tion O -0.8 0.8 -2.7 2.7 -3.8 3.8 -8.0 Pavement &subbase Loose light brown M-F sand,trace gravel &silt Loose light brown M-F sand,some M-F gravel,trace silt Loose light brown M—F sand,little M-F gravel,trace silt *No G.W.T.or mottling observed*Sidewalls of trench unstable eSIgl'I ionals 425 Sullivan Avenue -South Windsor,CT (860)291 -8755 www.designprofessionalsinccom Test Pit Log Project: Project No.: Property Location: Phoenix All-Stars 3300 2045-2063 J.Fitch Boulevard Test Pit ID:TP-2 Locaeon:See map Date:11/5/201 3 Inspector: South Windsor,CT Andrew Krar Approx.Time:1O a.m. Weather Sunny Excavator: Equipment: Mr.Teliier Excavator Temperature:50's Surface Elevation:See map Depth Feet Descri p tion O —0.7 0.7 -4.0 4.0 -5.5 5.5 -9.0 Pavement &subbase Loose light brown M—F sand,trace gravel &silt Loose light brown M—F sand,some M—F gravel,trace silt Loose light brown M—F sand,trace gravel &silt *No G.W.T.or mottling observed*Sidewalls of trench unstable 33.9“ rofessionals 425 Sullivan Avenue -South Windsor,CT (860)291 —8755 www.designprofessionalsinccom Test Pit Log Project: Project No.: Property Location: Phoenix All-Stars 3300 2045-2063 J.Fitch Boulevard Test Pit ID:TP-3 Locaoon:See map Date:11/5/201 3 inspector: South Windsor,CT Andrew Krar Approx.Time:1O a.m. Weather Sunny Excavator: Equipment: Mr.Teiiier Excavator Temperature:50's Surface Elevation:See map Depth Feet Descri p tion O -1.0 1.0 -4.7 4.7 —5.7 5.7 -10.0 Pavement &subbase Loose light brown M-F sand,trace gravel &silt Loose light brown M—F sand,some M-F gravel,trace silt Loose light brown M-F sand,trace gravel &silt *No G.W.T.or mottling observed*Sidewalls of trench unstable QSIQII rofessionals 425 Sullivan Avenue -South Windsor,CT (860)291 —8755 www.designprofessionalsinccom Percolation Test Project: Project No.: Property Location: Inspector: Excavator: Equipment: Phoenix All-Stars 3300 2045—2063 J.Fitch Boulevard South Windsor,CT Andrew Krar Mr.Teliier Excavator Test ID:Perc.#1 Loca on:See map Date:11/1 1/2013 Approx.Time:9 a.m. Weather Sunny Temperature:50's Bottom of test hole: Begin pre—soak:Begin test: 45"below grade 9:01 a.m. 9:07 a.m. Time (Minutest 0 1 2 3 4 5 6 7 8 9 10 Readin g i Inches 1 4.00 7.00 8.00 9.00 10.00 11.00 11.50 12.00 12.25 12.50 12.75 Time (Minutes) Readin g Unches) eSIgn rofessionals 425 Sullivan Avenue -South Windsor,CT (860)291 —8755 www.designprofessionalsinccom hInces Percolation Test #1 16.00 14.00 12.00 10.00 8.00 6.00 4.00 2.00 0.00 Minutes 10 12468 Percolation Test Project: Project No.: Property Location: inspector: Excavator: Equipment: Phoenix All-Stars 3300 2045—2063 J.Fitch Boulevard South Windsor,CT Andrew Krar Mr.Tellier Excavator Test lD:Perc.#2 Location:See map Date:11/1 1/2013 Approx.Time:9 a.m. Weather Sunny Temperature:50's Bottom of test hole: Begin pre—soak:Begin test: 48"below grade 8:40 a.m. 8:50 a.m. Time (Minutes) 0 1 2 3 4 5 6 7 8 91O _gReadin (inches) 5.00 9.00 10.50 12.00 12.75 13.50 14.00 14.25 14.50 14.75 15.00 Time i Minutes i m Unches} eSIQI'I rofessionals 425 Sullivan Avenue -South Windsor,CT (860)291 -8755 www.designprofessionalsinc.com Percolation Test #2 18.00 16.00 14.00 12.00 10.00 8.00 6.00 4.00 2.00 0.00 1.2 minutes/inch Minutes 10 12 uwuwummnuunu-u—unu-u—uu-u‘u l’DUDEWOJ 305W I‘L'WS a .. MATInE *DJJI MK“LW W Wi _:..-.3;; SHVIS-‘HV .'‘_—NV'H .ud LsalXINEOHd"SNOEMEH -nova :3 'Nvam urnsvnamu:4w em:mm num“mam 11/06/2013 WED 07:52 349 2464 ERcc OFFICE 001 *~E******************* ***FA“TX REORT *** **************** TSSRANMSION O K JOB O. ESTINN DRESS SWD/SUBADDRES ESTINATION ID .TIME USAGE T PGS. RESULT 0770 9860298757 11/06 O7 0 1'03 3 OK 1540 Sulliva‘n Avenue " South VWnHsof,?CT 0607'Ph 860-64 51:1 ext.24 80-6 To:LDes‘i‘gn ProfeSsionals From:Sherry McGann ‘ax:860-291-8757F Phone:860-291 £755 oil testing data 2063 John Fitch Bomevard Pages:3 (induding cover) Date:11/6/2013 ’ CC:Re: D Urgent E For Review D Please Comment U Please Reply ‘D Please Reccle Comments:o Attn:Andy Krar X P ***** N DATIO AD PS D ST 1 :5 0 442 8 x -. 64 72 S y 1540 Sullivan Avenue,South Windsor,CT 06074 Phone:860-644-2511 ext.248 Fax:860-644-7280 SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM Aphcatlon/Permlt #Property Owner pcwd 2x RMA 3%“ DEEP TEST PIT DATA/SOIL DESCRIPTIONS (Record all Test Pits)DATE:High; p\U‘h e r Locatlon Town of South Windsor —Health Department .1 \n TEST PIT:i TEST PIT:g TEST PIT:2 TEST PIT: 0’35 ‘Togaxh ‘3“30/.MW“X’Nk 3g “q g,“grown“ Cwrx gawk \awvw (3w 3"Ag g ‘»W \+ 3 “51"M<W~MSWk gl‘i OCI H Cm’vwt\\v\ mvw 3M \Mtn O ”3 I'RSyW‘T’ 3 -«SSii Mz‘m NWK 5S -mo'ia new \4 Caoxcsg 5(WL Mus Mottles:N‘b Mottles:Nb Mottles:N]g Mottles: GW:M GW:MID GW:Ni o GW: Ledge:N\g Ledge:Nle Ledge:N i0 Ledge: Roots:NI o Roots:N’le Roots:Mo Roots: Restrictive:‘3“,"Restrictive:,oci H Restrictive::30 If Restrictive: GROUNDWATER TABLE (Near max.,below max.,etc.):SOIL MOISTURE (High,medium,low,etc): PERCOLATIONDATE:’S (Record H.JS I: T],0 'At lat‘ allPerc Tests)‘3 ”1",(M m“ "{be Q,3"?'r‘v ”2056;; PERC:E PERC:PERC:\u n gfugrdh!we DEPTH:{,Vwk.Y‘o m M;em we \t/JH PRESOA TIME DEPTH:P/3 DEPTH: PRESOAK:V PRESOAK: TIME READING TIME READING '01 3‘4 Io I 3$ Iota, [@137 )o:“3% 3 r I“ 3 o ' {9'75“ 1?,1 léH i3,'75&x\\ gt‘zzvb5'~‘w J v‘»(My r'vw'h‘.x ..‘x 4c §ST?\\6S \Y’p in; f AA.» l L IVKM rcr off\OK/m“‘x‘ CLO vi 'v wi‘w -7 61‘LO Q»imiek/i g1“ 40f \‘LQ'¥ «tau:>i\/La >p\*‘m“ \L W why (\VT'TRAVM wk PERC RATE:L5 Webs)“PERC RATE:PERC RATE: PERC RATE: COMMENTS:\“\'e SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM .kNCk ‘\*(>SUNW buJ (mrwtvkwu UVa:small swam“ii Qswocx Form completed by 3Wtm/t \(Certified Local Health Agent or P E )Accuracy assured by (IfP.E.completed form)Ni YAr (Certified Local Health Agent)Others present for Site investigation (Engineer developer installer etc ) DESIGN RECOMMENDATIONS/COMlViENTS‘N Qfhmwk NO“MxtQL/v ‘v’ 9 @wx b kayh‘t.Svi s Ry LOCATION DRAWING INCLUDING ALL TEST PITS AND PERCOLATION HOLES e SPECIAL CONDITIONS CONCLUSIONS /Design Flow >2000 GPD Suitable for Sewage Disposal \/Public Water Supply Watershed Unsuitable for Sewage Disposal Probable High Groundwater Additional Investigation Req’d Slope >25 percent Wet Season Monitoring Req’d Perc Rate <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 Attached are my notes/report for the test pits and percolation tests done Iast week at 2045—2063 John Fitch Boulevard. Please give me a call if you have any questions. Andrew J.Krar,P.E.,LEED AP Senior Project Manager Design Professionals,Inc. cwrL &TRAFFic ENGINEERS /PLANNERs /sURVEYORs /ens /LANDscApE ARcHrrEcTs Serving Connecticut,Massachusetts,&Rhode Island P.O‘Box 1167 860.291 .8755 phone425SullivanAvenue860.291 .8757 fax South \Mndsor,CT 06074 www.deslqnprofessionalsinccom CONFIDENTlALlTY NOTICE:This e—mail message is intended only for the person or entity to which it is addressed and may contain conhdential and/or privileged material,Any unauthorized review,use,disclosure or distribution is prohibited.lf you are notthe intended recipient,please contact the sender by reply e-mail and destroy all copies of the original message. 11/19/2013 Page 1 ofl McGann,Sherry From:Andy Krar [AKrar@designprofessiona|sinc.com] Sent:Tuesday,November 19,2013 4:09 PM To:McGann,Sherry Cc:Peter DeMaHie;Ben Wheeler Subject:Tellier Property on Rte.5 Attachments:Combinedpdf Sherry, Test Pit Log Project: Project No.: Property Location: Phoenix All-Stars 3300 2045-2063 J.Fitch Boulevard Test Pit ID:TP-1 Loca on:See map Date:11/5/2013 inspector: South Windsor,CT Andrew Krar Approx.Time:10 a.m. Weather Sunny Excavator: Equipment: Mr.Teiiier Excavator Temperature:50's Surface Elevation:See map Depth Feet Descri p tion O —0.8 0.8 —2.7 2.7 -3.8 3.8 —8.0 Pavement &subbase Loose light brown M—F sand,trace gravei &silt Loose light brown M-F sand,some M-F gravel,trace silt Loose light brown M-F sand,little M—F gravel,trace silt *No G.W.T.or mottling observed*Sidewalls of trench unstable eSIgn rofessonals 425 Sullivan Avenue —South Windsor,CT (860)291-8755 www.designprofessionalsinccom Test Pit Log Project: Project No.: Property Location: Phoenix All-Stars 3300 2045—2063 J.Fitch Bouievard Test Pit ID:TP-2 Locaeon:See map Date:11/5/201 3 inspector: South Windsor,CT Andrew Krar Approx.Time:10 a.m. Weather Sunny Excavator: Equipment: Mr.Tellier Excavator Temperature:50's Surface Elevation:See map Depth Feet Description 0 —0.7 0.7 -4.0 4.0 —5.5 5.5 —9.0 Pavement &subbase Loose light brown M—F sand,trace gravel &silt Loose light brown M—F sand,some M—F gravel,trace silt Loose light brown M—F sand,trace gravel &silt *No G.W.T.or mottling observed*Sidewalls of trench unstable 425 Sullivan Avenue -South Windsor,CT (860)291‘8755 www.designprofessionalsinccom Test Pit Log Project: Project No.: Property Location: Phoenix All—Stars 3300 2045—2063 J.Fitch Boulevard Test Pit ID:TP-3 Locaoon:See map Date:11/5/2013 Inspector: South Windsor,CT Andrew Krar Approx.Time:1O a.m. Weather Sunny Excavator: Equipment: Mr.Tellier Excavator Temperature:50's Surface Elevation:See map Depth Feet Mm 0 -1.0 1.0 —4.7 4.7 -5.7 5.7 -10.0 Pavement &subbase Loose light brown M—F sand,trace gravei &silt Loose light brown M—F sand,some M-F gravel,trace silt Loose light brown M—F sand,trace gravel &silt *No G.W.T.or mottling observed*Sidewalls of trench unstable eSIgn mfessionals 425 Sullivan Avenue —South Windsor,CT (860)291 -8755 www.designprofessionalsinc.com Percolation Test Project: Project No.: Property Location: inspector: Excavator: Equipment: Phoenix All—Stars 3300 2045-2063 J.Fitch Boulevard South Windsor,CT Andrew Krar Mr.Tellier Excavator Test ID:Perc.#1 Loca on:See map Date:11/1 1/2013 Approx.Time:9 a.m. Weather Sunny Temperature:50‘s Bottom of test hole: Begin pre-soak:Begin test: 45"beiow grade9:01 a.m. 9:07 a.m. Time i Minutes i 0 1 2 3 4 5 6 7 8 9 10 Readin g (Inches i 4.00 7.00 8.00 9.00 10.00 11.00 11.50 12.00 12.25 12.50 12.75 Time i Minutes i Reading Unches) 35.:rofessionals 425 Suilivan Avenue -South Windsor,CT (860)291 -8755 www.designprofessionalsinc.com hInces Percolation Test #1 16.00 14.00 12.00 10.00 8.00 6.00 4.00 2.00 0.00 Percolation Test Project: Project No.: Property Location: Inspector: Excavator: Equipment: Phoenix All—Stars 3300 2045—2063 J.Fitch Bouievard South Windsor,CT Andrew Krar Mr.Tellier Excavator Test ID:Perc.#2 Locaeon:See map Date:11/1 1/2013 Approx.Time:9 a.m. Weather Sunny Temperature:50's Bottom of test hoie: Begin pre-soak:Begin test: 48"beiow grade8:40 a.m. 8:50 a.m. Time (Minutes) 0 1 2 3 4 5 6 7 8 9 10 ——gReadin 1 Inches ) 5.00 9.00 10.50 12.00 12.75 1 3.50 14.00 14.25 14.50 14.75 15.00 Time (Minutes ) wig Unches) 425 Suilivan Avenue -South Windsor,CT (860)291 -8755 www.designprofessionalsinc.com hInces 18.00 16.00 14.00 12.00 10.00 8.00 6.00 4.00 2.00 0.00 pa mwwxwm a am...uw M m m mm Wm am m m 5mg wzvzow ma m m 5mg a,m RSEVISION PHOENIX ALL-STARSwar-w a ‘scum wwsok cnNNec-n cw um rm TEST PIT PLAN an 7 2045 Ichll Fkdl Blvd. Primary Construction Details RepOI’t created On 11,4]2013 E Town of South Windsor,CT Property Listing Report Gls PIN 47702063 Account 47702063 Property Information Property Location 2063 JOHN FITCH BLVD Sewer Service TELLIER PAUL R 8.JUDITH MOwner Census Tract 4373 Co-Owner Neighborhood 25o 2063 JOHN FITCH BLv Zoning Code A20MailingAddress SOUTH WINDSOR CT 06074 Acreage 1.93 Land Use 101 Res Dwelling Book I Page 1321 353 Land Class R Lot Setting/Desc Water Service CONNECTICUT WATER 360.623.3355 Trash Day MONDAY Photo Sketch Year Built 1967 Bedrooms 3 Exterior Walls Aluminum Sidng Stories 1.0 Full Bathrooms 1 Interior Walls Drywall Building Style Ranch Half Bathrooms 1 Heating Type Hot Water Building Use Residential Bath Style Average Heating Fuel Gas Building Condition c Kitchen Style Average AC Type Floors Carpet Roof Style Gable Gross Bldg Area 3514 Total Rooms Roof Cover Asphalt Total Living Area 1690 Town of South Windsor,CT Property Listing Report GIS PIN 47702063 Account 47702063 Valuation Summary (Assessed value =70%of Appraised Value)Outbuilding and Extra Items Type Description lnground Pool -Typical 800.00 S.F. 1 Story Barn 4096.00 S.F. Sub Areas Sales History Owner of Record Book]Page Sale Date Sale Price TELLIER PAUL R &JUDITH M 132/353 0 Report Created On 11/4/2013 Item Appraised Assessed Buildings Outbuildings Improvements Extras Land Total o Subarea Type Gross Area (sq ft)Living Area (sq ft) Total Area 3614 1690 I “Town of South Windsor,Connecticut —Assessment Parcel Map 47702063 Address:2063 JOHN FITCH BLVDParcel: Disclaimer:Approximate Scale:This map is for informational purposes only. 1 inch =100 feet Map Produced:All information is subject to verification by any user. O 8O 160 240 Ju Iy 201 2 The Town of South Windsor and its mapping contractors assume no legal responsibility for theFeetinforman'on contained herein. USDA Natural Resources Web Soil Survey 11/4/2013 g Conservation Service National Cooperative Soil Survey Page 1 of 3 ER('1$3 $3 Soil Map—State of Connecticut EgiEg‘fz‘ 41"52'14"N O3g § §$$ OOOwm$ OO IQ OOml\m9 41°52'14'N 8K § O DOLnR$ I\ 41°51‘45"N 41°51'45"N E 698500 698600 698700 698800 698900 699000 699100 E:ui"‘rg Map Sale:1:4,220 ifprinmd on A pomait (8.5"x 11")sheet.En$9..Meters f3“g N o 50 100 200 300 .Feet 0 m0 400 800 1200 Map projemon:Web Mercator Comer coordinam:WGS84 Edge tiGz UTM Zone 18N WGSS4 Soil Map—State of Connecticut §< }l, hv,wa @2: Q q. + o e iii ”fr, Area of Interest (AOI) g Area of Interest (AOI) Soils D Soil Map Unit Polygons my Soil Map Unit Lines u Soii Map Unit Points Speciai Point Features to}Blowout Borrow Pit }§Clay Spot Closed Depression Gravel Pit Graveiiy Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot§ g:eg MAP LEGEND ‘a Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features _.—._x Transportation Rails Interstate Highways US Routes Major Roads Local Roads d Aerial Photography MAP INFORMATION The soil surveys that comprise yourAOl were mapped at 1:12.000. Warning:Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding ofthe detail of mapping and accuracy of soil line 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 map measurements. Source of Map:Natural Resources Conservation Service Web Soil Survey URL:http://websoilsurvey.nrcs.usda.gov Coordinate System:Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection,which preserves direction and shape but distorts distance and area.A projection that preserves area,such as the Albers equal—area conic projection,should be used ifmore accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certihed data as of the version date(s)listed below. Soil Survey Area: Survey Area Data: Soil map units are labeled (as space allows)formap scales 1:50,000 or larger. Date(s)aerial images were photographed:12,2011 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. Streams and Canals Backgroun “St;State of Connecticut Version 10,Mar 31,2011 Mar 28,2011—May 11/4/201 3 Page 2 of 3 Web Soil Survey National Cooperative Soil SurveygSDANaturalResources‘Conservation Service Soil Map—State of Connecticut Map Unit Legend USDA Natural Resources Web Soil Survey 11/4/2013 i—Conservation Service National Cooperative Soil Survey Page 3 of 3 State of Connecticut (CTGOO) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 9 Scitico,Shaker,and Maybid soils 7.8 8.0% 21A Ninigret and Tisbury soils,0 to 5 percent slopes 8.6 8.8% 25C Brancroft silt loam,8 to 15 percent slopes 4.9 5.0% 288 Elmridge tine sandy loam,3 to 8 percent slopes 6.5 6.7% 29A Agawam fine sandy loam,O to 3 percent slopes 6.1 6.3% 36A VWndsor loamy sand,0 to 3 percent slopes 15.4 15.8% 36B Windsor loamy sand,3 to 8 percent slopes 5.9 6.1 % 36C Windsor loamy sand,8 to 15 percent slopes 6.4 6.6% 102 Pootatuck fine sandy loam 4.1 4.2% 106 Winooski silt loam 0.4 0.4% 107 Limerick and Lim soils 0.0 0.0% 108 Saco silt loam 20.2 20.8% 109 Fluvaquents-Udifluvents complex,frequently flooded 0.6 0.6% 305 Udorthents-Pits complex, gravelly 1.8 1.9% 306 Udorthents-Urban land complex 7.7 7.9% W Water 0.7 0.8% Totals for Area of Interest 97.1 100.0%