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Home My WebLink AboutAustin Farms: Gander, Frederic - 3/3/1986 not developed & test holes for all lotsorrice at 50 West Stfeet Applicant: Location: Mail Address: Engineer: - Mail Address: Town of Mansfield Massachusetts Board of Health Report of Soil Examination ,--Application N 86-85 Date: --3-/3/a6-- Z-49 Cbjauncy§treet Mansfield, MA 0204 Tel. No.: —339--2959-- RIM 1.5—Q North Main MA o o-41- Tel. No.: 339-3731 WITNESS BY Scott Leite, Health Agent DATE 5/6/86 SOIL LOG TEST HOLE #1 TEST HOLE TEST HOLE gw depth 6011 qvj depth gw depth rust mark 32'' 60" rust mark rust mark 0-1811 Top & Sub -A, 1811-9411 Med sand & gravel Sn rusted 4 Med-fine sand w/blue clay p n arcolafkw rate, grovnc ell C A' P[RC TEST DATA RATE RATE RATE DEPTH 3011 DEPTH DEPTH Reconvi)efida t i on, Town Water Avai 1,)!)Ie ( ) TOWN ON MANSFIELD PERCOLATION TEST REPORT BOARD OF HEALTH MAP LOT STREET 1 '� �� t�41 OWNER/BUILDER WITNESS BY i PERFORMED BY COMMENTS /C—y15—Z1J '.d m b7 H H H m w ryy Gd H yyr d y m m �d �d N m m ro H H[�cy7 H H H 'd x G�V t�tl Fo M O M ^ I 1 it F v v i n 0 H r� In H x 0 r m W H r� 13 H x 0 r m is TOWN OF MANSFIELD APPLICATION FOR ON -SITU SEWAGE TESTING, 1 i Number. -3 0- Date March 3. 1986 Fee Paid hoc) '" Lot to be tested, address Lot 25 Fredric Lane (Austin Farms) Owner of Property The TSonwood Company, Inc. Phone 339-2959 Address 2.49 Chauncy Street, Mansfield, Ma. 02048 Engineer _ _ Rim RnLineering Co., Inc. Phone339-3731 Licensed Instal le ffirunelle Contracting Company Phone339-4245 Address 52 Gilbert Street. Mansfield.'Ma. 02048 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 -situ 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 t copy for treasurer 1 copy for. Board of Health TOWN OF MANSFIELD APPLICATION FOR ON -SITE SEWAGE TESTING f 1 Number MAR Date March 3, 1986 Fee Paid /ovoO Lot to be tested, address Lot 8 GANDER LANE (Austin Farms) Owner of Property The Bonwood Company, Inc. Phone 339-2959 Address 249 Chauncy Street, Mansfield Ma. 02048 Engineer Rim Engineering Co., Inc. Phone339-3731 Licensed Instal leiBrunelle Contracting Company Phone339-4245 Address 52 Gilbert Street Mansfield Ma. 02048 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 Match 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 1 copy for Board of health Surveys Topographies Residential And Industrial Subdivisions RIM ENGINEERING COMPANY Registered Professional Engineers - Sun,evors 150 North Main Street Mansfield, Massachusetts 02048 Telephone: 617-339-3731 Bonwood - A"tin fanm6 - Tmt Hoke6 Lot 1 0 00 Top and aubhoit 20-6611 Gnavet 66-11811 Med. Sand w/gnavek dome sif-t modeaate compact G.W. at 11211 Bottom Pens Hoke 44" 2 MPI Lot t-TH#1 0-1611 Top £ 4ub6oit 16-4811 Med. band and gnavek 48-7211 Fine 6.itty stand G.W. at 4811 and hu.6.t Lot 2 - TH#2 (ke4� a.i,de)_ D-20" Top E AU 60it 20-5211 GAavet, tittle on no 4.ined 52-8011 Fine band, tithe on no 4.ine6 2 MPI Bottom Pens Hake 3611 Lot 2 - TH#2 ()Light aide) 0- 0 Op £ 6U boit 20-5811 Gnavek, tithe o)L no 4.ine6 58-110" Silty eand w/ bouZdeab compacted G.W. not &eached Ru6.t at 6811 Lot 3 - TH#1 0-1611 Top £ WbAoit 16-4811 med. eoanbe sand w/n.u.6.t home 6dtt 48-7211 .bit t G.W. at 4811 hu6-t at 3011 Subsurface Sewage Disposal Systems Land Court Surveys Lot 3 - TH#2 0-1811 Top and 6ub6oit 18-7211 Gnavet, k.ittte oh no 4.ine6 G.W. at 5011 £ Ru6.t Lox 4 0-16" Top and 6ub6oit 16-6011 gaavet, k.i ttEe on no 6.ina 60-8011 Razty gnavet 80-103j18.itt G.W. at 8011 2 MPI Lot 5 0-1811 Top £ 6Ub6oit 18-3411 Gn.avet, tithe oh no 4.ine6 34-8011 Med-coaAse hand Rust at 3411 G.W. at 4811 2 MPI Bottom o4 peas hake 36" Lot 7 0-22 Top £ 6ub6oi.t 22-10611Gnavek w/cobbkes, Ru.6t at 6411 G.W. at 8611 2 MPI Bottom o4 pens hoke 42" ittte on no 4.ineh Lot 9 0-22" Top £ bub.6oi,t 22-10011 StA.ate:4ded med-4.ine .band and gnavek Ru6.t £ G.W. at 7211 Bottom o4 pens hoke 38" 2 MPI Bowuood - Austin Farms - Test Holed - Page 2 Lot 10 0-24" Ton £ subso.i.0 24-90" Gnavet G.W. £ Rust at 54" But penc hole 40" 2 MPI Lot 11 0-16" Top £ Subsoit 16-41" Gnavet 41-48" Med, coanze sand 48-77" Gnavet, t tt2e on. no 6ineh 77-83" Med. sand 83-94" Fine band, nud.t, (tight manganeze) 94-124" med sand and gnavek, Zitt2e on. no 4ines Bottom o6 pens hote 48" 2 MPI Lot 12 o-18" Tap £ Subsoil 18-60" Gravel 60-76" Rusty gnavet G.W. at 60" Bottom o4 pens hole 44" 2 MPI Lot 13 0-20" Top £ Sub6oif- 20-48" Grave , t i ttte oh no 6.inez 48-108" Med. sand, tithe oiL no 6incz Rust at 8811 G.W. at 96" Bottom ob pe c hole 48" 2 MPI Lot 14 0-24" Top £ sub.60it 24-48" Gravel, Z the on. no j nez 48-108" Med. sand and gnave.l, t aee ob 6i t, eobbke.d, bou.tden.d G.W. not reached Bottom ob pens hole 36" Lot 15 0-20" Top £ subsoit 20-132" med. sand, g&avet w/cobbte,,, boutdeU, s.i U modehat.2.y compacted G.W. not reached Scant soak at 1:38 12" 1:53 11" 1:56 10" 2:02 9" 2:09 8" 2:15 7" 2:20 6" 2:23 Bottom o4 Pens hole 54" Lot 16 TH# 1 0-18" Top £ subso.it 18-88" Med sand, Z ttte Litt modenatlay compacted G.W. at 88" £ hurt Lot 18 0-24" Loam £ Subzoit 24-104" Med coanhe compacted gnavet some sand 104-132" coare compacted c&y gnave.t mix some boulders G.W. at 132" Rust Line at 54" P.T. a1 Bottom ob Hote at 40" Beg. sat. 2:05 - 12" End sax. 2:20 12" Beg. .test 2: 50 9 z N.G. Lot 19 0-24" Loam £ Subsoit 24-72" Med coarse compacted sandy gnavet some boutdeu 72-96" coarse compacted boufden6 ledge some g&avet t ace sand No tuba tine no G.W. P.T. 01 bottom ob hole at 42" Rate - 111/2 min. Lot 20 0-24" Loam £ Sub6oit 24-68" Med. sandy gnauet 68-120" med. b.Lne compact gnaveC some boukdeu - no G.W. P.T. 41 bottom ob hole at 44" Rate - 1 "/ 2 min. Boruyood -Austin FaAms - Test Hotel - Page 3 Lot 21 0-1211 Loam £ Subsoit 12-72" Med. 6ine handy ghavek 72-16811 6i.ne hand seepage at 166" P.T. #1 bottom o6 hoke at 40" Rate = 1"/ 2 min. Lot 22 0-2411 Loam £ Subsoa 24-128" Med. koose sandy gnave2 No. G.W. P.T. al Bottom o6 hoke at 3611 Rate = 11112 min. Lot 23 0-2411 Loam £ Subsoit 24-9011 Med. eoashe comp. ghavet some silt 90-12811 CoaAce comp. gnavek .trace c,ay sand, some bouCde&6 No G.W. P.T. #1 Bottom o6 Hoke at 42" 7 31411 at 3:08 beg. tat Lot 24 0-1811 Loam £ Subsoil 18-6011 Med. eoanse comp. grave? some bouCdens 60-10411 med. coarse ghaveC some sand £ boukdeAz - Ledge at 10411 Rust Line at 45" No. G.W. P.T. #i Bottom o6 hoke at 40" Beg. sat 1211 12:12 End. sat. 1211 12: 27 Beg. -test 911 12:31 611 12:40 Rate = 11113 min. Lot 25 0-1811 Loam £ Subsoil 18-60" 6ine-med. sandy gnavek compact 60-9011 6i.ne sandy clay (gaay) Rust Line £ seepage at 32" P.T. #1 Bottom o6 hoke at 30" Rate = 1"/2 min. Lot 26 THn 1 0-1611 Top £ subsoit 16-102" Lied. hand, w/ghavek Li.ttCe oh no 6ines G.W. at 9411 Did not PeAc - .to cCose .to wetland Lot 26 TH#2 0-18" Top £ Subsoil 18-40" st ati6ied coawse-med. sand and gnave2 40-118" med. sand w/silt and boutdens 2 MPI Bottom 06 PeAc hoke at 6411 Lot 27 TH# 1 0-3011 Top £ Subsoit 30-6011 Lens o6 gnavet and zift 60-12611 Coarse sand and gaave2 G.W. not peached Bottom o6 PeAc Hoke 64" 2 MPI Lot 27 THN2 0-2411 Top £ subsoi.2 24-13611 Med. sand, gaavek Bottom o6 PeAc Hake 46" 2 MPI Lot 28 0-2411 Top £ Subsoil 24-4811 SiZt w/-,Lust 48-13211 Coaiuse gnavet, LittPe o,, no 6ine, G.W. at 12311 Bottom o6 PeAc Hoke 60" 2 MPI Lot 29 0-1611 Top £ suboi 16-14411 St&ati6ied med. sand and gnavek G.W. at 13211 Bottom o6 PeAc Hoke 36" 2 MPI Bonwood - Austin Fa=s - Test Hotes - Page 4 Lot 34 0-24" Top £ Subso.t 24-140" Med. sand and gAavet, cobbtes 2 MPI Bottome o6 Pe)Lc Hote 36" Lot 35 THN1 (Side towand stheet) 0-25" Top £ Subsoi.L 25-5411 GAavet, ti. e o), no 6.inn 54-110" (Back o6 Hote) 25-110" Med. sand and gnavet Silty compacted Bottom o6 PeAe Hote 36" 2 MPI Lot 35 TH#2 0-32" Top £ subso.i.t 32-92" Med. sand and gAavet, boutdeAs Bottom o6 PeAe Hote 52" 2 MPI Lot 36 0-121' Top £ Subsoit 12-50" GAavet 50-84" Fine sand 84-160" St&ati, ied sand and gAavet modeAatety compacted Bottom o6 Peh e Hote 36" 2 MPI Lot 37 0-27" Top £ subsoit 21"-12' Loose g)avet G towed watu, not Aeached MPI Bottom o6 PeAe Note Lot 38 0-24" Top £ Subso.t 24-80" Loose gnavet 80-106" Very 6.ine sand G.W. not Aeaehed Bottom o6 PeAe Hote 60" MPI Lot 39 0-10" Top £ Subso.it 10-28" Loose gAavet 28-66" Med. sand 66-144" Loose GAavet No. Gn.ound WateA Bottom o6 Penc Note 42" 2 MPI Lot 40 TH#1 0-20" Top £ Subso.it 20-116" Mix o6 6.ine sand to eoaAze sand, gAavet, cobbte, boutde)u., excezz i ve amounts Lot 40 TH 02 0-24" Top £ Subso.t 24-44" GAave.t 44-5811 Fine sand 58-88" GAavet w/veAy 6.ine sand, boutdeAs, cobbtes Note: Right side o6 hote Looking 6Aom stheet Le6t Side o6 Hote 0-24" Top £ Subsoit 24-60" GAavet 60-85" Fine sand Bottom o6 Penc Hote 36" Lot 41 0-22 Top £ Subsodt 22-102" Med hand £ ghavet w/boutdeA6, cobbR-cz, compacted G.W. not )Leached Bottom o6 PeAc Hote 36" S-taAt Soak at 2:39 12" 2:54 il" 2:57 10" 3:00 9" 3:03 8" 3:06 7" 3:09 6" 3:14 Lot 42 0-22" Top £ Subsoit 22-42" Gavel, tittte oA no 6ines 42-5411 CowL6e sand, L,ittte oA no 6ine6 54-70" GAavet, tittte oA no 6.ine6 70-96" Med. sand, tittle oA no 6 ine.6 96-108" med, sand w/Aus.t 108-144" S Lt 2 MPI G.W. at 108" Bottom o6 peAc hote 36" Bonwood - Austin Fawns - Test Hot" - Page 5 Lot 43 0-20" Top £ Subsoit 20-84" GnaveC G.W. at 62" Bottom oU Pe)LC HoCe 40" 2 MPI Lot 44 TH02 w/pehc 0-9" Top £ Subboa 9-39" Gnavet 39-108" S-tnati6ied eoaAee band, U.ine band, ghavet, UttCe on no Uineb G.W. at 106" Bottom pene hoCe 38" 2 MPI Lot 44 THN2 0-40" Top £ Subboit 40-96" S.i Cty gnaveZ G.W. at 6 6 " Lot 45 0-18" Top £ SubboiZ 18-64" Ghavet w/ cobble 64-96" Med, coa"e nand w/gtavet and zitt, home veAti.ea.t nu/st G.W. at 64" Bottom ob Pehe Hole 46" 2 MPI Lot 46 TH#1 T-71617—opg Subbo t 20-30" Sitt 30-96" GAaveL, Li,* e on no 6 ne6 G.W. at 55" Lot 46 THN2 0-22" Top £ SubboiP 22-55" GnaveC 55-86" Med. band G.W. at 68" Lot 46 TH#3 0-24" Top £ 24-68" Med. cobbtm 68-120" Med. and cobbtes G.W. at 1 16" Sub,so.i,t band and gnavet and band w/boutdeA,6 Bottom oU penc hoCe 48" 2 MPI Bonwood - Au6tin Fcvunb - Te,6t Hoteb - Pane 6 Lot 17 0-22" Top £ SubboiC 22-72" Med.ivam Sand and gnavet 72-116" Medium band G.W. at 92" Bottom Pease Hote at 38" Pere Rate - 2 MPI Lot 33 0-24" Top £ Subboit 24-118" Med. band and ghave.2 G.W. at 110" Bottom Pease Hote at 36" Pen Rate - 2 MPI Lot 32 0-26" Top £ SubboiP- 26-94" Medium band and gnavet (.6 tty) G.W. at 76" Bottom Pease Hote at 52" Penc Rate - 2 MPI Lot 31 0-22" Top £ Subboit 22-108" Medium band £ gnave2 G.W. at 90" Bottom Penc Hote at 36" Pease Rate - 2 MPI Lot 30 0-20" Top £ Subbo t 20-156" Medium band and gnaveC G.W. not Sound Bottom Pepe hote at 40" Penc Rate - 2 MPI 13 MOW :38,;` - /z-��- r - -7 z 4 9 42 385 -IJ-1 t') F 0