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HomeMy WebLinkAboutOld Elm St. #s 3, 7, 78, 136B - 1986 - 1993TOWN OF MANSFIELD, MASSACHUSETTS 50 West Street, Mansfield, MA 02048 APPLICATION FOR ON -SITE SEWAGE TESTING PERC NO. 1( '1' ' { DATE 5CFT PERC ADDRESS SUBDIVISION OWNER ADDRESS FEE $75.00 0 L-t> L L_A \ STfi NO. 1 TELEPHONE CITY STATE APPLICANT (�,PAZZ1-1Lb TELEPHONE ADDRESS 5�OO-Tt�t S r CITY rn t45r-k61_C> STATE ENGINEER 1 F U"T L•K I t S— ) 20 w �2 k SEE -TELEPHONE 3 3 j- Z3ot `1 ADDRESS Gv0 CHj)o WC'( S I • CITY njg Pl&u-f�STATE 1. In order for the Board of Health to take action on the application, you must get numbered address from the Assessors Office at the Town Hall. No application will be accepted without this information. 2. Fee is $ 75.00 per lot. Application and fee must be filed ten (10) days before testing date. 3. Percolation testing and groundwater testing may be done all year. 4. You must know before the Town's Agent comes out to your lot where the on -site sewage test is to be done. 5. Requirements needed at time of testing: a. Your own engineer. ^ b. Backhoe or similar equipment to dig 10-12 feet. C. Enough water for on -site sewage testing. d. Sufficient 4" pipe for a monitor well. 6. Permit will become invalid if percolation test is not performed within one (1) calendar year, provided that testing has not been suspended by the Board of Health. Fee is non-refundable. 7. All septic system plans and DWCP applications must show soil testing number, address and lot number. Original to Board of Health, 1 copy for Treasurer's Office and Applicant Revised October 1989 Revised March 1991 SI'iE= E=VALUATS(DN REPORT BOARD OF HEALTH TOWN OF MANSFIELD Site Numberce'- - --New L Repair Performed by flare 7Yw AlwZ7. Date / Page _ of Witnessed by Scott Leite, Health Agent Location_ _ Owner/Builder =7 ifs °i Subdivision Lot t LNUL KLVI USDA/SCS Soil Survey: Year 6 7fi Scale ,""20 6n3Z) Map Unit Drainage class SURFICIAL GEOLOGY: Year Limitations 6z-iC>rt= .-- Scale Map Unit Landform: Major 4fi�0l a Z_ Minor _ Geologic Material: MajorMinor FLOOD MAPS: Above 500 year flood boundary Within 500 year flood boundary Q Within 100 year flood boundary USGS WATER RESOURCE: / � month/year OTHER SITE REFERENCES REVIEWED: Silt EVALUAIIUN Perc rate MI Comments �J Above normal Normal Below normal Depth of Perc 'z- Adjusted ground water SITE SUITABILITY ASSESMENT u�site passed l Site failed Site Evaluator Certification Number Additional testing needed 11V1 14VrIS - - O..Organic horizon, heavy greasy feel or light and fluffy A..Organic matter intimately mixed with minerals (topsoil). E..Lt colored, assct'd w/woodlands, formed by weak organic acid stripping B..Brigghtest color in well drained soils (subsoil). C..Geologic layering lack of color deveiopmenti unweathered material Cd..Dense unconsolidated sedim t en , compact g acial till. Cg..Strong gleying prolonged periods of saturation. Cr..Weather or so bedrock. R.. Hard bedrock. (Numerals indicate further subdivision of horizon or iayeir., I exLure Sand Loamy Sand Sandy Loam Silt Loam Silt/Clay Loam 85% sand 15% silt/clay 70%+ sand 30%- silt/clay 50%+ sand 30%+ silt/clay Variable sand 50%+ 20%- sand silt 25%- clay 27-40% clay Variable silt Dry *Loose, sngle Dry *Loose, sngle Dry *Easily crush Dry *Firm aggrgt, Dr *Aggrgt very grains *Falls apart grains *Fines stain aggregate *Initial feel crush w/mod firm, strngly after squeeze fingerprints velvety pressure *Clods firm to resist hand crush *Sand dominate w/cont'd rub hard *Smooth, flour *Crushed soil gritty, from feel minor aggrgts *Pulverized) smooth/velvet Moist *Forms cast *Crumbles when Moist *Forms cast *Touched Moist *Forms cast, Moist *Cast freely Moist *Cast bears touched *Does not form cast crumbles *Gritty bears careful handling handled *Slight ribbon much handling w/o breaking ribbon when wet *Does not form ribbon *Rubbed srfce broken/ripple *Slippery when *Creamy feel See Munsell Soil Color Charts Mottling Abundance Size Contrast f few 2%- of surface) 1 Fine 0-5 mm) f (faint) c common 2-20%) 2 Medium 5-15 mm) d (distinct) m many 20%+) 3 Coarse 15+ mm) p (prominent) Curls I sLence Dry Soil Moist Soil Wet Soil Any Moisture Hard * Breaks with Loose * Does not hold Plastic * Forms rope when Cemented and Hard * difficulty tgthr in mass rolled Very strongly bound Soft Friable * Deforms easily * Moisteningg has * Breaks into powder/grains * Crushes evenly under Sticky little afF'ect w/very slight pressure * Adheres to thumb and finger pressure Firm * Stretches and * Dstnct rsstnce pulls apart Very Firm * Strong pressure,. Groundwater Flow Rate * Flowing * Drip * Steady * Seeping * Low * Increasing * Weeping * High * Decreasing * Perched * Wet Soil Modifiers Rock Fragment Size Angularity Abundance *• angular * few 2% * storbiess * subangular * common 2-20% * boulders * roundesubroud * many 20%+ rounded (DM—ST-irc RCVTCW SITE NUMBER -01/c MVALUA I IU14� t Land use J LandfurN Vegitation Surface stones ����"��_ Slope Distance from: from: Open water body Drainage way Possible Wetland Property line ^ Drin�n8 well Drinking Other Position on site (sketch on back) / SOIL Dpth/sur F Hrzn Txtre Color Mttlng Cnstnce GW Modifiers Parent Material: Parent Material: PLKL;oL*11ow Itb/ Depth of perc: Start presoak End presoak 2,7 Time at 12" Rate min/inch vVk 3ROUNDWATER ADJUSTMENT O #1 Berry School (St Drft) [l #2 Gilbert Street (Ab Till) U #4 Fruit Street (OW/Seas) Reading Date Adjustment factoring: Index well level Lase: Index well high Adjustment factor Site level Less: Factor ULLV U5bLKVA11UN HULL SOIL Dpth/sur Hrzn Txtre Color Mtting Cnstnce GW Modifiers Parent Material: YEKI:ULA I lUN 1 ES 1 Depth of perc: Start presoak End presoak Time at 12" 9" 6" Time (9"-6") Rate min/inch GROUNDWATER ADJUSTMENT Q #1 Berry School (St Drft) Q #2 Gilbert Street (Ab Till.) #4 Fruit Street (OW/Seas) Reading Date Adjustment factoring: Index well level Less: Index well high Adjustment factor Site level Less: Factor ADJUSTED GROUNDWATER TOWN OF MANSFIELD, MASSACHUSETTS 50 West Street, Mansfield, MA 02048 APPLICATION FOR ON -SITE SEWAGE TESTING PERC NO. DATE SEFT. �13 PERC ADDRESS SUBDIVISION O L--D E t_ry\ ST, ADDRESS CITY FEE $75.00 LOT NO. Z TELEPHONE STATE APPLICANT AVM ('-','A'ZZ-I'C-b TELEPHONE ADDRESS 257 -5�o�.D-Tt't --,I CITY rNAPt 5(:l&2}D STATE 1^n0} ENGINEER i-t V'C e-1-1l M. S — ) Q 0 w 9� k::-:, i ">(jeff--TELEPHONE '33`) - `3 ADDRESS Zv0 Ctkoo MG-( Sr-1 I CITY STATE VV)yca 1. In order for the Board of Health to take action on the application, you must get numbered address from the Assessors Office at the Town Hall. No application will be accepted without this information. 2. Fee is $.75.00 per lot. Application and fee must be filed ten (10) days before testing date. 3. Percolation testing and groundwater testing may be done all year. 4. You must know before the Town's Agent comes out to your lot where the on -site sewage test is to be done. 5. Requirements needed at time of testing: a. Your own engineer. b. Backhoe or similar equipment to dig 10-12 feet. c. Enough water for on -site sewage testing. d. Sufficient 4" pipe for a monitor well.. 6. Permit will become invalid if percolation test is not performed within one (1) calendar year, provided that testing has not been suspended by the Board of Health. Fee is non-refundable. 7. All septic system plans and DWCP applications must show soil testing number, address and lot number. Original to Board of Health, 1 copy for Treasurer's Office and Applicant Revised October 1989 Revised March 1991 SITE EVALUATSON REPORT BOARD OF HEALTH TOWN OF MANSFIELD Site Number ,}- New it Repair Performed by rhsv5'Td�n�` Date r /�' lq Page _ of Witnessed by Scott Leite, Health Agent Location_ Owner/Builder Subdivision KLVI Lot USDA/SCS Soil Survey: Year 10r Scale `?—Vr LQ Map Unit Drainage class I"rj Limitations!! r SURFICIAL GEOLOGY: Year Scale Landform: Major 2aaE >< Minor Map Unit Geologic Material: Major Minor FLOOD MAPS: Above 500 year flood boundary Within 500 year flood boundary Within 100 year flood boundary USGS WATER RESOURCE: / r23 month/year OTHER SITE REFERENCES REVIEWED: IL LVALUAIIUN /� yr: rxryy> Above normal Normal Q,/Below normal t Perc rate Z— MI Depth of Perc - dLZ Adjusted ground water Comments SITE SUITABILITY ASSESMENT !Site passed � Site failed Site Evaluator,s� L � Certification Number -1 Additional testing needed lori zons U.-Organic horizon, heavy, greasy feel or light and fluffy. A..Organic matter intimately mixed with minerals (topsoil). E..Lt colored, assct'd w/woodlands, formed by weak organic acid stripping B..Br' gghtest color in well drained soils (subsoil). C..Geologic layering lack of color development unweathered material. Cd..Dense unconsolidated sediment, compact glacial till. Cg..Strong gleying, prolonged periods of saturation. Cr..Weather or soft bedrock. R.. Hard bedrock. INuaterai, :ndizate farther mdiv uion of -or ;zon or 1 aver ; I ex cu re Sand Loamy Sand Sandy Loam Silt Loam Silt/Clay Loam 85% sand 15% silt/clay 70%+ sand 30%- silt/clay 50%+ sand 30%+ silt/clay Variable sand 50%+ silt 20%- sand 27-40% clay 25%- clay Variable silt Dry *Loose, sngle grains Loose, sngle Easily crush Dry *Firm agggrgt, Dry *Aggrgt very *Falls apart grains *Fines stain aggregate *Initial feel crush w/mod firm, strngly after squeeze fingerprints velvety pressure *Clods firm to resist hand crush *Sand dominate w/cont'd rub hard *Smooth, flour *Crushed soil gritty, from feel minor aggrgts *Pulverized/ smooth/velvet Moist *Forms cast *Crumbles when Moist *Forms cast *Touched Moist *Forms cast, Moist *Cast freely Moist *Cast bears touched *Does not form cast crumbles *Gritty bears careful handling handled *Slight ribbon much handling w/o bheaking ribbon when wet *Does not form ribbon *Rubbed srfce broken/ripple *Wlippery when *Creamy feel See Munsell Soil Color Charts -Mottling Abundance Size Contrast f few 2%- of surface) 1 Fine 0-5 mm) f faint) c common 2-20%) 2 Medium 5-15 mm) d distinct) m (many 20%+) 3 Coarse 15+ mm) p prominent) ..unSi6Lence Dry Soil Moist Soil Wet Soil Any Moisture Hard * Breaks with difficulty Loose * Does not hold Plastic * Forms rope when Cemented and Hard * Very strongly tgthr in mass rolled bound Soft F*�Crrushes * Deforms easily * Moistening has * Breaks into evenly Stick v little affect Powder/grains w/very slight under pressure * Adheres to thumb pressure Firm and finger * Stretches and * Dstnct rsstnce pulls apart Very Firm * Strong pressure Groundwater * Flowing Flow Rate * Seeping * Drip * Low * Std ea y * Weeping * Perched * High * Increasing * Decreasing * Wet Soil Modifiers Rock Fragment Size Angularity Abundance * gravel * stobies� * angular I subangular * few 2% * * subrounded ( * common 2-20% * * boulders * rounded many 20%+ ON —SITE REV=EW SITE NUMBER Date =46) 1995 Page _ of _ -SITE EVALUATION Land use dL r 1>'}6 Landform Vegitation > Surface stones Slope Distance from: Open water body Drainage way r Possible wetland Property line Drinking well Other Position on site (sketch on back) DEEP HOLE OBSERVATION LOG SOIL Dpth/sur Hrzn Txtre Color Mtting Cnstnce GW Modifiers ` _ ( - ��- - - - - - 72, - - - Parent Material: Parent Material: PERCOLATION Mbi- Depth of perc:5�__k Start presoak End presoak Vic ej,.S G Time at 12" 9„ 6" .Time (9'-6") Rate min/inch ' ,oL OUNDWATER AUJUSIMtNI Q #1 Berry School (St Drft) #2 Gilbert Street (Ab Till) 11 #4 Fruit Street (OW/Seas) Reading Date _ Adjustment factoring: Index well level Less: Index well high Adjustment factor Site level/ Less: Factor ADJUSTED GROUNDWATER _ uttY UbbEKVA11ON HOLE SOIL Dpth/sur Hrzn Txtre Color Mtting Cnstnce GW Modifiers i Parent Material: YtKUULA11UN IL51 Depth of perc: Start presoak End presoak Time at ill, 91. 6" Time Rate min/inch GROUNDWATER ADJUSTMENT (] #1 Berry School (St Drft) #2 Gilbert Street (Ab Till,) #4 Fruit Street (OW/Seas) Reading Date Adjustment factoring: Index well level Less: Index well high Adjustment factor Site level Less: Factor ADJUSTED GROUNDWATER Commonwealth ofMassaclmseas Town of Mansfield Soil Suitability Assessment for On -site Sewage Disposal Fee S 150.00 ©'New ❑ Upgrade Site Number�� Please till out only snadeo area. Location address:- Subdivision/Lot: :le P�` Address: Owner: ��<vae -_ �l r�- � Telephone: g ` 6el,3 zl ? Performed by l"i, , Witness: Scott Leite, Health Agent (Site Evaluator) Address:Address: 50 West Street Telenhone: Telenhone:508-26t-7366 Office Review Soil Survey published t978 Soil limitations Publication scale 1:20,000 Soil Map Unit Drainage Surflcial Geologic Report not available. Geologic material Landform Flood Insurance Rate Map: ❑ Above 500 year ❑ Within 500 year n Within 100 year flood boundary. Wetland Area: National Wetland Inventory Map (unit) Wetlands Conservancy Program Map (unit) Current Water Resource Conditions (USGS) Month Other References reviewed: Summary Soil class Percolation rate Adjusted ground water Certification I certify that on April 30, 1993 1 have passed the examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Scott Leite Date Range: ❑ Above Normal ❑ Normal i3' Below Normal' Locus v� On -site Review j Location Q'y% G-L '>F Date Page --I—of� Land use TT716 Landform IC(2 _ Vegetation v"f )--(Ea 6_2n S Surface stones `�y tom_ Slope Distance from: Open water body (t - Possible wetland M-Drainage way P Drinking well /✓11-Property line hry_ Deep Observation Hole Log Test Hole Number _ I Parent Material el)'_JMQ SI i Depth to bedrock Death of naturally occurring penious material Depth to GW 1 `^ E(r ow 0 Weep El Seep 0 Perched 0 Wet Soil Li ftgh ❑ Low ❑ Drip &'gead ❑ Increasing ❑ Decreasing Depthlsur $rcn Texture Color `: lVlottLng C>�K • , ,. MadtCers dA& x,onsistenee L<V �A 2MI6 t Z4-�C1 Gt �7ra M7 /rJK"�7r"iU �szyc Test Hole Number Parent Material - Depth to bedrock av✓-r-- Depth to GW �)K tow ❑ Weep ❑ Seep ❑ Perched ❑ Wet Soil Death of naturally occurring pervious material ft—Mgh Ll Low ❑ Drip a �> A� Icy C z Y Office at 50 West Street Town of Mansfield Massachusetts Board of Health Report of Soil Examination Applicant: W11LIAM-13. & NANCY L UDALL HA6`175 - Date: Vj 0/ 86 Location: ..7.L.pj-di Elm Street,,Mpp-6, -Old Elm Street) .Par-ce 1 65 (Across from #95. Mail Address: 9�-aLcL­UM.5­trPPt, Manqf IpId MA n?nhA---Tel. No.: 119 - 7 .0-81-335A259 Engineer: ..--Ba-y colony Engineering Mail Address: ­4 Caren np. AVenilp Fnhnrn --MA (19035 Tel. No.: 543-8271 WITNESS BY Scott Leite, Health Agent — DATE 5/29/86 SOIL LOG TEST HOLE #1. TEST HOLE TEST HOLE gw depth 5711 gw depth gw depth rust mark rust mark rust mark 0-12" Top & Sub 1211-10211 Silt & Med. Fine st sand, Mottled with Rust Uj throughout, Sandy clay BOA EW" O'll"PROi ' ITO su,,-,Rq ancf "are 'Ir 11111d PPROVED aroww Zfrwa-Per aten /0 0 REJECTED M PERC TEST DATA ATF RATE DATE RATE_ DEPTH 3811 DEPTH DEPTH Recommendations Town Water Available �VT V'V TOWN OF MANSFIELD PERCOLATION TEST REPORT BOARD OF HEALTH MAP 6, LOT eti STREET �(A7 �[ rn �x� OWNER/BUILDER WITNESS BY',�� PERFORMED BY P 1p-9 77 W M H H H [7 O H 1" a H� 5 b 9 H d b H H H m ro z 0 z x x COMMENTS to G) ro o x ro NrE � O � x H 1 o �7 t7s t-j H td H x 0 r m w r TOWN OF MANSFIELD APPLICATION FOR ON -SITE SEWAGE TESTING r l U 7 (33 Number - Date Fee PaidLot to to be tested, address Owner of Property �t,';,� 1�r Y)1) f�/i 1�'.�/ �h�i!. .. Phone >9` Address Engineer h ,'f "' _Phone Licensed Installer Phone Address 1. In order for the Board of Health to take action on the application, you must get numbered address and/or map and parcel number from the Town Assessors office. 2. Fee is $100.00 3. On -site sewage testing for in season water table testing; December 1 to April 30. 4. Percolation testing may be done all year. All seasonal testing applications MUST be recieved by March 31. 5. You must know before the Town's Agent comes out to your lot, as to where you wish to have on -site sewage testing done. 6. Requirements needed at time of testing: a. your own engineer b. back -hoe or similar equipment, which would be able to dig 10-12 feet for pits or galley trenches C. enough water for on -site sewage testing 7. Permit will become invalid if percolation test is not performed within the current percolation Season, provided that the season has not been suspended by the Board of Health, or if, an out -of - season approval is granted. Fee is non-refundable. 1 copy for applicant l copy for treasurer 1 copy for Board of Health TOWN OF MANSFIELD APPLICATION FOR ON -SITE SEWAGE TESTING Number Date�dJ Fee Paid Lot to be tested, address f^/ //) ITT 4 % '-.1; v0 . Owner of Property ( .�L_ L l /11Y) 0/1 k) C Phone Address Engineer e � �7/') `�" 3 7/- Licensed Installer Phone Address 1. In order for the Board of Health to take action on the application, you must get numbered address and/or map and parcel number from the Town Assessors office. 2. Fee is $100.00 3. On -site sewage testing for in season water table testing; December 1 to April 30. 4. Percolation testing may be done all year. All seasonal testing applications MUST be recieved by March 31. 5. You must know before the Town's Agent comes out to your lot, as to where you wish to have on -site sewage testing done. 6. Requirements needed at time of testing: a. your own engineer b. back -hoe or similar equipment, which would be able to dig 10-12 feet for pits or galley trenches C. enough water for on -site sewage testing 7. Permit will become invalid if percolation test is not performed within the current percolation season, provided that the season has not been suspended by the Board of Health, or if —an out -of - season approval is granted. Fee is non-refundable. 1 copy for applicant 1 copy for treasurer I copy for Board of Ilealth TOWi4 OE MANSFIELD PERCOLATION TEST REPORT BOARD OF HEALTH MAP LOT STREETLtZG�(7k-cam-' OWNER/BUILDER -L-- (/_ WITNESS BYl�L4�(� 9` lCJ PERFORMED BY s 4 ,1 „ COMMENTS A-r` t7 0 ro o x ro n H x z 0 r H N O H x 0 r a W x I TOWN OF MANSFIELD, MASSACHUSETTS 50 West Street, Mansfield, MA 02048 SOIL EXAMINATION REPORT LOCATI0113:136 Old Elm St. Lot "B" StJBDiVISION: LOT NUMBER: "B" PERC NUMBER: PERC DATE: June 22, 1988 AFPLiCANT. Cormier ADDRESS: 136 Old Elm St. TELEPHONE: ENGINEER: Hutchins -Trowbridge ADDRESS: 200 Chauncy St. WITNESS: S:-ott Lu4te, Health Agent TEST HOLE )I 3 GW Depth 57"30" Rust mk: Soil Description: 0-18"- Top and Sub 18-100"- Ablation Till 1DO.." Bottom TEST HOLE_ O!4 GW Depth:51" Rust Mk: 22" SOIL LOGS Perc Rate: Failed Test depth: 56" Perc Rate: Failed Test Depth: 56" Soil Description: 0-12"- Top and Sub 12-64"- Ablation Till 64-88"- Medium Sand W/Clay Spots 88"- Bottom GW COMP WELL_: ADJ FAC: ADJ'D GW/EL: J, REMARKS: ---------------------------------------------- ---------------- APPROVAL: Soi1, pe c rate, grn dwat,er. — 6ro er !ONLY) a G=_�n hes/E1. a ---" Date TOIN OF MANSFIELD PERCOLATION TESTt REPORT BOARD OF HEALTH PERC.NO. STREET /�oWYER/BUILDER �r yyLC 7 '1 SUBDIVISION LOTS WITNESS BYp4/ Z{J f//`J; PERFORMED BY .-7!)T LT16 fc: lm&' o %'!ar C G] b O c _ z _ t7 c: H r a r - w N �-- F; _. All r--. c r C-n 0 0 9 n z C w Q' N rt N C7 n H w N n w N N r• F' r• H N m ; m p H. 9 P. m rHi FArt cn l7 H r• n C, O rt N rt HC Vr�jj) fT [[''2z11 nW �(D-r rt N H H TOWN OF MANSFIELD, MASSACHUSETTS k 50 West Street, Mansfield, MA 02048 SOIL EXAMINATION REPORT LOCATION: 136 Old Elm St. SUBDIVISION: LOT NUMBER: "B" PERC NUMBER: PERC DATE: June 22, 1988 APPLICANT: Cormier ADDRESS: 136 Old Elm St. TELEPHONE: ENGINEER: Hutchins -Trowbridge ADDRESS: 200 Chauncy St. Wli'NESS; Scott Leite, Health Agent SOIL LOGS TEST HOLE 4X 5 GW Deoth: 76" c.e1_r Rate: 10 minutes Rust mk: Test depth: 56" Soil Description: 0-23"- Top and Sub 23-68"- Med-Fine sand w/silt 68-119"- Ablation till 119"- Bottom TEST HOLE 2 GW Depth: Perc Rate: Rust Mk: Test Depth: Soil Description: GW COMP WELL:, ADJ FAC: ADJ' D GW/EL: REMARKS: ---------------------------------------- -------------------------------------------------------- --------------- APPROVAL: er-c rate, groundwater. ro--n'd ester (ONLY) at `Z i.nches/E1. BY--- -- _-------- --------Data_ -� -�_--- TOWN OF MANSFIELD PERCOLATION TEST REPORT BOARD OF HEALTH PERC NO. STREET J ,(/J a[ /�� + y? OWNER/BUILDER 1 SUBDIVISION LOT `'' WITNESS BY dm Gl ( fiat - PERFORMED BY j[}`I15�1/z�2g)2c N •� 1-? F? F� rJ Vl c c) .�-•. >> 3 3 o a b O r_, v, ;i• n n n ro � � c ^ ^ z C ia-1 M I �M COMMENTS C W N OF- N C 03 z � m 0 P. rt N f' rt a a H. F'• d 1-' F` l7 w Ul G N N N• N• trl [+i Gi rt rt r N �* rt p' 1,• o• o' o o' £' N m Ki P' N hi ;° rt m p m r• �C -�=�• � < n m cn m rt H rt a cn m rn* N Iro (p, ~ 'i ry M �'l H. O H £ rt £ N M F' rt M rt rt I m m H ' p p HutchinsITrowbridge Associates, Inc. CLIENT .c�2fn�E'R \3to' V�nDr..�sC�E� w�9 TEST PIT # 1 o-Z4 TopgS�6so-1 ?11 -7Z" 46A-6ron Tfl WATER @ —7 IRON Q PVC PIPE PERC # DEPTH PERC RATE DESIGN RATE REMARKS: CML ENGINEERS • SURVEYORS • LAND PLANNERS 272 Chauncy Street Mansfield, Massachusettts 02048 617-339-2713 SOIL DATA PRESENT AT TEST HACKHOE U V�:—aA-U- AGENT 56o7f 1-6lTe ENGINEER_6o3 OTHER TEST PIT # Z— o' iZ " TAP t IZ'= Gar" Rblalion T 11 L¢"=8�" L. Sond WATER @ S 1 IRON Q ZZ ' PVC PIPE - PERCOLATION TESTS PERC # DEPTH PERO RATE RESIGN RATE hate Jy�5 LOCATION LOT '1`1 PLAT (�o STREET i-vr a oca TOWN ✓r RNsf-- E Ln TEST PIT # 3 d 11 5 ., r,p i sobso, l WATER ® 5 -7 IRON @ 3 a " PVC PIPE PERc#3 DEPTH 56 PERC RATE FA I L45D DESIGN RATE MANSFIELD, MASSACHUSETTS EAST PROVIDENCE, RHODE ISLAND Hutch inslTrowbridge Associates, Inc. CLIENT TEST PIT # 4 Top 8 Sobso 1 WATER @ IRON @ PVC PIPE PERC # DEPTH PERC RATE DESIGN RATE REMARKS: TES r 4o16S T 65T CML ENGINEERS • SURVEYORS • LAND PLANNERS 272 Chauncy Street Mansfield, Massachusettts 02048 617-339-2713 SOIL DATA PRESENT AT TEST BACKHOE AGENT ENGINEER OTHER TEST PIT # S S�I+j�ne— WATER @ -7(l " IRON @ PVC PIPE PERCOLATION TESTS PERC # S DEPTH 5�0 PERC RATE DESIGN RATE /o 1--4 DoN�= oo ��21 S D-Ke— ot-A 2Z`'58 Date LOCATION LOT PLAT STREET TOWN TEST PIT # WATER @ IRON @ PVC PIPE PERO # DEPTH PERO RATE DESIGN RATE MANSFIELD, MASSACHUSETTS EAST PROVIDENCE, RHODE ISLAND