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HomeMy WebLinkAboutPermit to Discharge Repair 38 Colony Roa �O" Town of South Windsor — Health Department 1540 Sullivan Avenue, South Windsor, CT 06074 R Phone: 860-644-2511 ext. 248 Fax: 860-644-7280 PERMIT TO DISCHARGE Approval is hereby given to �r, Y�� , in accordance with Public (Property Owner) Health Code Section 19-13-13103e(h)to discharge to a subsurface sewage disposal system located at (Street Address) in the town of_—'5x k-\^ CT that will receive domestic sewage from a: Residential building containing 3 bedrooms. Single family(Y/N): Restaurant containing seats. Commercial/Office building providing square feet. Other structure as described: Design Flow gallons per day. Permitted Flow= 56 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 "� gallons per day. Operation and Maintenance: Septic tank shall be inspected regularly and pumped as needed but not less frequently than every five years. The septic tank has an effluent filter(Y/N) . 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 quarterl inspections and cleaning as necessary. Tank pump-outs tracked by local health department(Y/N) y . If yes, stipulate pump-out requirements: Special Requirements and Restrictions: 1.In the future, if there is a se tb is system malfunction or failure, it must be addressed. Exceptions(Repairs Only): File Information: Construction Permit No. Approved as-built on file(Y/N) Date of Final Inspection: 1 I( Inspected By: 3m� �,�,`,,�,,, Permit Issuance: Issued by: Title: Chy, 4emM , O f Rc er (Director of Health r Registered Sanitarian) J Signature: Date: 1Z I ZI t 3 Town of South Windsor— Health Department Subsurface Sewage Disposal System Inspection Report PROPERTY LOCATION: 39 CX�QMA NYX-AQ_ BOTTOM OF EXCAVATION: DATE: INITIAL S i1 PERCOLATION TEST "FILL CHECK": DATE: N _ INITIAL DEPTH HOLE# DEPTH HOLE# TIME READING TIME READING PERC PERC FINAL INSPECTION:SANITARIAN DATE? 2• �3 1. SEWER LINE: A. SEWER LINE CEMENTED AT FOUNDATION(Y/N) ................PIPE LENGTH B. PITCH(.25 inches per foot min)REQUIRED 9•as-, FT................PROVIDED 7.;8"' FT D. PIPE TYPE&ASTM SPEC.5c 1xA' yb .... ............•••PIPE SIZE(INCHES) " 2. SEPTIC TANK: A. MANUFACTURER DATE MFD SIZE. I GALLONS ....... B. TANK COMPARTMENTS PLACED PROPERLY(Y/N).......... '............................... C. INLET BAFFLE(not in middle of opening). Y ..........OBSERVATION OPENING(slag removal) D. OUTLET BAFFLE FILTER TYPE r,\iK N-Stile RISERS NEEDED(YIN)_N SIZE E. TYPE OF PIPE Q(L,W ALs-7c vt 3U3y (approved by code) 3 PUMP CHAMBER/GREASE TRAP: 1 A. PUMP CHAMBER MANUFACTURER N F ry ...SIZE GALLONS B. TYPE PUMP ............PUMP ALARM CHECKED fflN) C. FLOAT CONTROL ELEVATION VERIFIED(Y/N). .....TYPE OF PIPE D. GREASE INTERCEPTOR TANK SIZE GALLONS........MANUFACTURER .4. D.BOXES: A. LEVEL(Y/N) V SERIAL DISTRIBUTION(High level overflow within top 3')....... C. LEVEL SYSTEM(Ends tied together)(Y/N) 5. TRENCHES: A. LENGTH OF TRENCH............ 1. 5' 2. 3. 4. 5. b. B. GALLERIES(stone around all units).l. 2. 3. 4. 5. b. C. CENTER-TO-CENTER SPACING FILTER FABRIC PRESENT(YIN ) TYPE D. APPROVED AGGREGATE FREE OF SILT DIRT&DEBRIS(YIN). F. AGGREGATE MEETS PHC SPECIFICATIONS(Y/N) TYPE OF PIPE G. LEACHING SYSTEM DESCRIPTION: 6. SEPARATION DISTANCES CONFORM WITH APPROVED PLAN(Y/N) SEP4RATION DISTANCES FIELD VERIFIED (Y/N) PASS V FAIL. COMMENTS: WELL INSPECTION: SANITARIAN DATE: WELL LOCATION Sanitary Well Cap Rev.April 2012 FINAL INSPECTION ELEVATIONS PROPERTY LOCATION: e R (, t , 1 TOWN: $ VJI��, c sw PROPERTY OWNER: ���ro INSTALLER: c rh `tYw-owe SANITARIAN: S1rcrNr yAy(x vw, DATE: .LEVEL TO BENCHMARK(ROD READING) BENCHMARK ELEVATION 100 HEIGHT OF LEVEL. SEWER LINE AT FOUNDATION SEPTIC TANK INLET SEPTIC TANK OUTLET PUMP/GREASE TRAP INLET N PUMP/GREASE TRAP OUTLET D-BOX#1 INLET FLOWLINE RIGHT FLOWLINE LEFT OUTLET g D-BOX#2 INLET t=1. -FLOWLINE RIGHT N FLOWLINE LEFT 7 OUTLET 4o D-BOX#3 INLET FLOWLINE RIGHT- FLOWLINE LEFT OUTLET TRENCH # 1 -r ;J„lj< RIGHT LEFT 337 ..� . TRENCH # 2 RIGHT LEFT TRENCH # 3 RIGHT LEFT INVERT ELEVATION=Top of Pipe+Diameter of Pipe—Height of Level HEIGHT OF LEVEL=Benchmark+Rod Reading Reference: SOWN SEA o �° 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074 ��Osox•c TELEPHONE(860)644-2511 Septic System As- Built Plan Street Address..., 1 Date J �� Permit Number New Septic System Y :Repair of Septic System Alteration of System Number.of Bedrooms or Design Flow of Building Type of system installed (e.g.stone trenches,infiltrak.ors, Square footage of system:Total length 5 Widtt '► Effective Area Capacity of Tank 1 oc<, New Bxisti4g Length of house sewer pipe Minimum distance between septict ,anoun tlon 4v1 r Minimum distance between ea f`eld id fPu�ldation t�� Minimum distance between sewage system. d nearest well Pub `water supply Minimum.distance between leaching s and property boundary Curtain drain required? Yes No Minimum distance from leaching field to drains (curtain drain, foundation;stormwater, etc.) Septic System As- Built Plan Address CO1&' Date C. / Location of System _/ St .(N, S,`tE',W, front,back side of house) Draft a substantially correct drawing showing separation distances of the septic system . installation.Include all of the following information to provide an accurate record of the entire system location: 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 affecting the system and its location. Installers Name, 1 Q►YIt 711 r»la,,a License Number Installers Address C f'o 4? (street,city,state and zip code) A 1 2 3 y S Distance from corner A 29 Distance from corner B Distance from corner C Distance from corner D DEC-06-2013 I3:00 Fr ow DESIATO SAND 8604295436 To:8602918979 P.1/1 so S MATERIALS TESTING, INC. 55 LAURA STREET•NEW HAVEN,CONNECTICUT 06512-(203)468-5216 0- 42 BOSTON POST ROAD WILLIMANTIC,CONNECTICVT 06226-(860)423-1972 DATE: 11-12-13 REPORT: M-1296 CLIENT: Desiato Sand&Gravel 999 Stafford Road Storrs, CT 06268 PROJECT: Client's Information • ``���liilitltt��t SUBJECT: WASHED SIEVE ANALYSIS(ASTM C-m. C-11 .�� ��'coNN'cA' ' �.r oft pp is ���..•� ,a► Y •--. _-��... -. Source: Desiato Sand and Gravel, Storrs, CT r6 ; 73 Sampled: by client and delivered to MTl on 9/30/13 Sieve Size Percent Passing ASTM C-33 Modified 3Jo"{9.5rr►m) 100 100 #4(4.75mm) 99 95-100 #8(2.36mm) 84 80-100 -- #16(1.18mmr) 65 50-85 #30(600Nm) 4.3 25-60 = #50(30opm) 21 10-30 #100 (150um). 5 2-10 ko This material as sampled and delivered meets the listed specification. Materials Testing, Inc. Richard C. Kearns t� RECEIVED NOV 21 2013 SOUTH WINDSOR so I yo i v JEALTH DEPT. 00 3� 0 0- � pi/ U G 1 L O 1 Z5 APPROV p TOWN OF SOUT I Z- e—"I QR MtALTH DEPARTMENT 0;4,� B"s.n DATE: I 1 2! 13 SIG: P56� :5 01c s--pf'ic.Sys416,>~. cvi 1 Lf— 2ry p crv6LW C40d 6-r,-C� `f t 5"5 ;'$ off' Me-n4tj 53,. —bL d. Orw- OA e.A"t ,"'U 71 &he- m-,-k orm oc I -tr l I I-Ve� d -�In� �� i'1 V� �r 4'� /`c � 9,, / iwvw— F I l `�°4,p S&i 1 +0 Le_ r e-t4-&vt d �+ter Gv, I✓t 5 t� I�r�, iG Y� . `dl,t 4/Uv r 3 �Ire Atown .14 Town of South Windsor Health Department 1540 Sullivan Avenue, South Windsor, CT 06074-2786 40R Cp:-. 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): John Bonds STREET ADDRESS: 38 Colony Road TOWN:South Windsor INSTALLER: James Throwe CT. LIC# 3856 EXPIRES: 05/31/2014 RESIDENTIAL: #of Bedrooms-3 INSTRUCTIONS FOR INSTALLER 1. Construction plot plan submitted and approved by this office 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 NEW sewage disposal system must conform to ALL requirements of Section 19-13-BI03 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 LOCATIONS of PROPERTY LINES, WELLS, and BURIED UTILITYLINES 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, (James Throwe, Dated: 11/21/2013). 2. 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. Health Dept. staff to conduct stake inspection prior to construction of system. 3. Permanent benchmark to be set within 50 feet horizontally and 12 feet vertically of septic system. 4. Install a 1,000 gallon 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. 5. 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 fill meeting both the manufacturer's and select fill specifications. 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. 6. Current Sieve analysis(within 30 days)for sand fill must be submitted to the South Windsor Health Department. 7. Max depth into original grade is not to exceed sixty four(64)inches. 8. 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. 9. Installer to complete and submit septic system as built plan and drawing with ties to the house. 10. Existing septic system to be properly abandoned. SIGNATURE: DATE ISSUED: 11/21/13 RENEWAL:_/—/ APPROVED BY: Sher�Mc nn, BS,REHS,HHS EXPIRES: 11/21/14 EXPIRES: / / 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)(1). 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#7723 DATE PAID:1112112013 s ;;� F t .r _-c, - }: x # J 1 ,-,� -,, - -; - -- - - . 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LEACHING SYSTEM: • 495 square feet of effective leaching area required. • System is to be designed with a maximum depth into original grade of sixty four(64)inches. • Fill material and original topsoil are to be removed. • Minimum Leaching System Spread(MLSS)need not be addressed due to suitable soil conditions of receiving soils. • Maintain 25 foot separating distance between septic system and down gradient storm water retention system. 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: .- DATE: �� 113 Town of South Windsor - Health Department 1540 Sullivan Avenue, South Windsor, CT 06074-2786 Phone: 860-644-2511 ext. 248 Fax: 860-644-7280 80R.C9"`. 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): John Bonds STREET ADDRESS: 38 Colony Road TOWN:South Windsor INSTALLER: James Throwe CT. LIC# 3856 EXPIRES: 05/31/2014 RESIDENTIAL: #of Bedrooms-3 INSTRUCTIONS FOR INSTALLER 1. Construction plot plan submitted and approved by this office 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 NEW sewage disposal system must conform to ALL requirements of Section 19-13-BI03 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 LOCATIONS of PROPERTY LINES, WELLS, and BURIED UTILITYLINES 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, (James Throwe, Dated: 11/21/2013). 2. 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. Health Dept. staff to conduct stake inspection prior to construction of system. 3. Permanent benchmark to be set within 50 feet horizontally and 12 feet vertically of septic system. 4. Install a 1,000 gallon 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. 5. 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 fill meeting both the manufacturer's and select fill specifications. 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. 6. Current Sieve analysis (within 30 days)for sand fill must be submitted to the South Windsor Health Department. 7. Max depth into original grade is not to exceed sixty four(64) inches. 8. 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. 9. Installer to complete and submit septic system as built plan and drawing with ties to the house. 10. Existing septic system to be properly abandoned. SIGNATURE: -.7yDATE ISSUED: 11/21/13 RENEWAL: /_/ APPROVED BY: Sherry Mc ann,BS,REHS,HHS EXPIRES: 11/21/14 EXPIRES: / / 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)(1). 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#7723 DATE PAID:11/21/2013 i 0" 8`4'' Town of South Windsor— Health Department '4 1540 Sullivan Avenue, South Windsor, CT 06074 R.,C7 Phone: 860-644-2511 ext. 248 Fax: 860-644-7280 SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM Application/Permit#: Property Owner :5,' n ObDr&s Location 3`A DEEP TEST PIT DATA/SOIL DESCRIPTIONS DATE: 1 (Record all Test Pits) TEST PIT: TEST PIT: a TEST PIT: TEST PIT: Iy _;r" V'W"�,..dl 3a-37 ©n'oJ'A 0rH„1 (�varS� SCiv�. 5�1—l l2`' w-c.osL'e...w. •�•o Mottles: p Mottles: N b Mottles: Mottles: GW: W 0 GW: N 1 0 GW: GW: Ledge: N Ledge: 1v o Ledge: Ledge: Roots: +o 49 " Roots: -�o " Roots: Roots: Restrictive: C) Restrictive: 1 Z" Restrictive: Restrictive: COMMENTS: \X ks i 1 trc GROUNDWATER TABLE(Near max.,below max.,etc.): SOIL MOISTURE(High,medium,low,etc.): PERCOLATION TEST DATA DATE: 13 (Record all Perc Tests) Itt5I3 PERC: PERC: 6 PERC: PERC: DEPTH: DEPTH: LH" DEPTH: DEPTH: PRESOAK: PRESOAK: N PRESOAK: PRESOAK: TIME READING TIME READING TIME READING TIME READING a:wt, 2.aS" a:30 5•511 H 2.31 10,0 y:32 12•�S„ 12.0-1C .0 2 :33 2. 01 1L1 36 Z:37 Ig-S 3`3 !9'2s PERC PERC PERC PERC RATE: ` RATE: RATE: RATE: COMMENTS: .............._ SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM LOCATION DRAWING INCLUDING ALL TEST PITS AND PERCOLATION HOLES rft t lvd�-1A � r 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< 1 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 DESIGN RECOMMENDATIONS/COMMENTS She SQL Form completed by: 5 J-Na.GWWN Certified Local Health Agent or P.E.) Accuracy assured by(If P.E.completed form): " I P, (Certified Local Health Agent) Others present for site investigation(Engineer,developer,installer etc.): Town of South Windsor,CT Property Listing Report GIS PIN 22200038 Account 22200038 Property Information Property Location 38 COLONY ROAD Sewer Service Owner BUNISKI WILLIAM Census Tract 4873 Co-Owner Neighborhood 150 Mailing Address 38 COLONY ROAD Zoning Code A40 SOUTH WINDSOR CT 06074 Acreage 0.6 Land Use 101 Res Dwelling Book/Page 4701431 Land Class R Lot Setting/Desc Water Service MDC 860.278.7850 Trash Day MONDAY Photo Sketch Primary Construction Details Year Built 1956 Bedrooms 2 Exterior Walls Wood Shingle Stories 1.0 Full Bathrooms 1 Interior Walls Plaster Building Style Ranch Half Bathrooms 1 Heating Type Hot Water Building Use Residential Bath Style Average Heating.Fuel Oil Building Condition C Kitchen Style Average AC Type Floors Hardwood Roof Style Gable Gross Bldg Area 3085 Total Rooms Roof Cover Asphalt Total Living Area 1197 Report Created On 11/4/2013 Town of South Windsor,CT 4, Property Listing Report GIs PIN 22200038 Account 22200038 Valuation Summary (Assessed value=70%of Appraised Value) Outbuilding and Extra Items Item Appraised Assessed Type Description Buildings Outbuildings Improvements Extras Land Total 0 Sub Areas Subarea Type Gross Area(sq ft) Living Area(sq ft) Total Area 3085 1197 Sales History Owner of Record Book/Page Sale Date Sale Price BUNISKI WILLIAM 4701431 0 Report Created On 11/4/2013 Map Unit Description;Windsor.;loamy sand,3 to 8 percept_scopes-State of Connecticut State of Connecticut 36B—Windsor"IQamy sand, 3"to $ percent slopes Map Unit Setting Elevation;0 to 1.;200 feet Mean annual precipitation 38 to,54 inches . Mean annual air temperature:,45 to 55.degrees F Frost-free period: 140 fo 185 days Map Unit Composition , .Windsor and similar soils.80 percent Minor components:20;;percent Description of Windsor Setting Landform.Terraces,Ramos, outwash plains Down-slope shape:Convex Across-slope:shape Convex Parent material;Eolian sands over sandy glaciofluvial deposits derived from granite and/or schist and/or gneiss Properties and qualities Slope;3 to 8:percent Depth to restrictive feature:More than 80 inches Drainage class:Excessively drained Capacity of the most limiting layer to transmit water(Ksat):High to very high(5.95 to 19.98in/hr) Depth to water table:More than 80'inches Frequency of flooding:None Frequency of ponding:None Available water capacity:Very low,(about 2.9 inches) Interpretive groups Farmland classification: Farmland of statewide importance Land capability(nonirrigated):2s Hydrologic Soil Group:A Typical profile 0 to 1 inches;Moderately decomposed plant material 1 to 3 inches:Loamy sand 3 to 9 inches:Loamy sand: 9 to_21 inches: Loamy sand 21 to 25 inches:Sand 25 to 65 inches.Sand Minor Components Hinckley" Percent of map unit:5 percent Landform:Terraces, kames, outwash plains, eskers Down-slope shape:Convex tjSDA Natural Resources Web Soil Survey 11/4/2013 eonservatcon service National Cooperative Soil Survey Page 1 of 2 Map Yn1flD iripttori lNndsa loamy sand 3 to 8 peecent sI- e& State of Cannectic at Across slope shape:Convex Merrimac;: , III Percent of niap unit;5 percent Lano'form Terraces : ames,,outwash plans, Dawn s%pe shape _Llnear Across-slope shape:Ltnear Agawam = Percent of rap,unit;3 percent,- Landform:,Terraces oulwasit plains Down-slope shape Linear Across-slope shape;Linear_ Deerfreld., Percent of map unrt:-2 percent, Landform-Terraces;outwash plains Do wn-lope s6ape:.Linear Across-slope.shape:Concave Sudbury - Percent of map unit;2 percent Land form:Terraces:outwash plains " .Down-slope shape:Concave Across-slope shape;linear Nmigret Percent of map unit 2 percent' Landform:Terraces, outwash plains Down-slope shape:_Linear Across slope shape,_.Concaue Unnamed,"neutral"subsoil Percent of map unit-1 percent , Qata Source Information Soil SurveyArea: State of Connecticut Survey Area Data: Version 10, Mar 31,,°2011 Natural Resources Web Soil Survey 11/4/2013 Conservation Service` National Cooperative Soil Survey Page 2 of 2 _