Loading...
HomeMy WebLinkAboutTara Estates - Corbane & Monahan - 11/26/1991TOWN OF MANSFIELD, MASSACHUSETTS 50 West Street, Mansfield, MA 02048 November 26. 1991 Robert Currivan 101 North Main St. Mansfield, MA 02048 Re: Tara Estates Subdivision Percolation Tests Dear Mr. Currivan: The Board of Health is in receipt of $1,125 for fifteen lots, as follows: ✓62 Monahan Lane Lot 19 16 Monahan Lane Lot 47 v�.✓8 Monahan Lane Lot 49 1/4 Monahan Lane Lot 50 Failed I G ✓ 1 Corbane Drive Lot 1 / J3 Corbane Drive Lot 2 J7 Corbane Drive Lot 3 ✓11 ✓12 Corbane Drive Lot 4 Corbane Drive Lot 48 Failed J15 Corbane Drive Lot 5 ✓19 Corbane Drive Lot 6 ,/23 Corbane Drive Lot 8 27 Corbane Drive Lot 9 ✓31 Corbane Drive Lot 10 ✓35 Corbane Drive Lot 11 Failed A total of forty lots were perc'd; a balance for twenty-five lots remains, which is $1,875, The above -mentioned pert results have been released to Herb Fuller. The twenty-five remaining will be released when applications and payment are received. If you have any questions, please do not hesitate to call me at 261-7366 Very tru y yours, Scot Lei Health ent /dr cc: Herb Fuller Enclosure: Application TOWN OF MA'N'tSF�IELD SOIL TEST REPORT BOARD OF HEALTH Perc No. 91-r� Street 2)" 6""PJ U. ) Owner/Bui 1 d e r 15k�'7- 4 T- Subdivision rf i Lot Performed by W- Date &i 199`lm.- Repair Witness by Scott Leite, Health Agent NOTES: SOIL DESCRIPTION: TEST HOLE NUMBER Groundwater®t1 ` TYPE: CONSISTENCY: DRAINAGE: 42--i:,4 Top and Sub - Loose o Excessive Fill f_ Friable o Well _- Outwash Firm ©-Moderate _- - Stratified Drift - Cemented o Poor Ice Contact Deposit ✓ f='"_ Ablation Till 16,p STRUCTURE: MOTTLING �' Basal Till o Granular o Few o Faint _- -_ Restrictive Layer o--fflocky o Common o Distinct - Refusal o Prismatic o Many o Prominent _ Bottom o Platy SOIL DESCRIPTION: TEST HOLE NUMBER % Groundwater (TYPE: CONSISTENCY: DRAINAGE: �- Top and Sub Fill �- = Loose ✓ Friable o Excessive o well -_ Outwash Firm c'Moderate - Stratified Drift Cemented o Poor - Ice Contact Deposit -(� Ablation Till STRUCTURE: MOTTLING: - Basal Till o Granular o Few c Faint __-_ Restrictive Layer o-Blocky o Common o Distinct _- Refusal o Prismatic o Many o Prominent _- Bottom o Platy 'ERCOLATION TEST TH Depth of Perc: ? 1, TH Start presoak 2,Nd End Presoak Time at 12" 9" 6" Time (9"-6") Rate Min/inch zKUUNUw/i I CYC HUJUJ I I"ICIN I o #1 Berry School (St Drft) o #2 Gilbert Street (Ab Till) o #3 Gilbert Street (OW/Perm) o #4 Fruit Street (OW/Seas) Reading Date: ADJUSTMENT FA'TORING: INDEX WELL LEVEL Less: Index high Adjustment Factor SITE LEVEL Less: Factor ADJUSTED GROUNDWATER PERC N0. C% - (q& DATE_] E? TOWN OF MANSFIELD, MASSACHUSETTS 50 West Street, Mansfield, MA 02048 APPLICATION FOR ON -SITE SEWAGE TESTING FEE $75.00 PERC ADDRESS ^�0 SUBDIVISION LOT NO. 4�CG OWNER TELEPHONE CO `S- 31 -7 O ADDRESS CITYL\jd• Ai kk STATE VV1)a, APPLICANT TELEPHONE ADDRESS CITY STATE ENGINEER �} i ,+ N — TRow g QrDCoC TELEPHONE 33`1' V'3 Ct ADDRESS 7-00 L�)rA%j nC CITY MAp Ne 5 CG '::STATE Pr 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 ti or 4 0 �j i i• w � C�J �w V, Q m �L L J ` 3 � 31 OF f lr.N- =!—D SOIL T T R=''JF,I Bl .rD HCi=.L h Owner/Builder Per.. �����T�tTPerformed byC- j libU I �: 1 Ji on Lc l / ir Witness by Scott Leite, Health Agent Date ,, � Repair— — NOTES: _ DIL DESCRIPTION: TESGroundwater IT HOLE NUMBER CONSISTENCY: DRAINAGE: .. TYPE: o Loose o Excessive Top and Sub _-_ Fill friable o Firm o W'11 c(Oderate Outwash Drift o Cemented o Poor — Stratifiec I Ice Contact Deposit �I MOTTLING: �Y -`f Ablation Till T STRUCTURE: o Granular o Few o Faint _-_ Basal Till ✓cl°ck'y o Common yy Distinct - Restrictive Layer Prismatic o Aany o Prominent — -- - Refusal o o P}aty Bottom SOIL DESCRIPTION: TEST HOLE NUMBER Groundwater DRAINAGE: CONSISTENCY; 1TYPE : Do se o 'se o Exc�ssive I - Too and Sub _ c wel -- Fill -,rm o Moderate --_ `J UtWaSh Stratified Drift c Cemented o Pocr --- Ice Contact Deposit STRUCTURE: MOTTLING: Ablation Till Granular o Few O Faint _-_ - Bal Till — Basal - Bl0-ky o Common o Distinct —_- Restrictive Layer -' o Prismatic o Man y o Prominent Refusal _ Bottom o Platy PEP,COLATION TEST=�THJH— Depth of Perc: Start presoak Z�2�> End Presoak , r Time at 12" 11 Time (9"-6") Rate Mini Inch ROUNDWATER ADJUSTMENI #1 Berry School (St Drft) #2 Gilbert Street (Ab Till) #3 Gilbert Street (Ow,•'Perm) #4 Fruit Street (OW/Seas) Reading Date: ADJUSTMENT FACTORING: INDEX WELL LEVEL Less: Index high Adjustment Factor SITE LEVEL Less: Factor ADJUSTED GROUNDWATER G, u,, �:) ?�, ;S TOWN OF MANSFIELD SOIL TEST REPORT BOARD OF HEALTH Pere No. 9_'-- Stree Owner/Builder Subdivision 22�n.'0 L Lot Z� Performed by t',I�O Datqd2- 21 199;_,. Repair Witness by Scott Leite, Health Agent NOTES: SOIL DESCRIPTION: TEST HOLE TYPE: - Top and Sub _-_ Fill -_ Outwash _- Stratified Drift Ice Contact Deposit Ablation Till -_ Basal Till _- Restrictive Layer _- Refusal ! p Bottom NUMBER Groundwater` CONS STENCY: DRAINAGE: - Loose o Excessive Friable o Well - Firm o M6-derate _-_ Cemented o Poor STRUCTURE: MOTTLING: o Granular o Few o Faint o--Enocky o Common o Distinct o Prismatic o Many o Prominent o Platy SOIL DESCRIPTION: TEST HOLE NUMBER Groundwater TYPE: CONSISTENCY: DRAINAGE: - Top and Sub Loose o Excessive _-_ Fill - Friable o Well _- Outwash _- Firm o Moderate _-_ Stratified Drift - Cemented o Poor - Ice Contact Deposit - Ablation Till STRUCTURE: MOTTLING: _- - Basal Till o Granular o Few o Faint _-_ Restrictive Layer o Blocky o Common o Distinct -_ Refusal o Prismatic o Many o Prominent Bottom o Platy HEKUULAIlUN IE81 THE Depth of Perc: " 1, TH Start presoak In End Presoak Time at 12" ID 6 ' /� 2 Time Rate Min/Inch 3MUUINUWH I rM AUJUJ I VICIN 1 o #1,Berry School (St Drft) Z-42 Gilbert Street (Ab Till) o #3 Gilbert Street (OW/Perm) o #4 Fruit Street (OW/Seas) Reading Date:(1.- ADJUSTMENT FACTORING: INDEX WELL LEVEL Less: Index 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 N0. j FEE#100 00 DATE %0 _ PERC ADDRESS 40 Monahan Lane, Mansfield, MA SUBDIVISION Tara Estates Extension LOT NO. 2 - Mansfield, MA OWNER Mayfair Realty Development Corp ELEPHONE508-543-4697 ADDRESS 45 Prospect Street CITY Foxboro STATE MA APPLICANT Same TELEPHONE ADDRESS CITY STATE ENGINEER Bay Colony Group, Inc. TELEPHONE 508-543-3939 ADDRESS 4 School Street CITY Foxboro STATE MA 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 $1�8 d0 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 TOWN OF MANSFIELD SOIL TEST REPORT BOARD OF HEALTH Perc No. 9aStreet ��2� wt-fJAI-kA Owner/Builder] _ 72i Subdivision-I}A I }. Lot Performed by @ � Dat_Z-1 ,199 Repair Witness by Scott Leite, Health Agent OIL DESCRIPTION: TYPE: t-Top and Sub _-_ Fill _-_ Outwash _-_ Stratified Ice Contact - Ablation Ti _- Basal Till -_ Restrictive - Refusal _(�1�, Bottom SOIL DESCRIPTION 11TYPE: NOTES: TEST HOLE NUMBER �_ Groundwater�a�, _n CONSISTENCY: DRAINAGE: _- Loose o Excessive _- friable deli -_ Firm o Moderate Drift _-_ Cemented o Poor Deposit STRUCTURE: MOTTLING:�m o Granular o Few o Faint Layer 0"'61ocky o Common o Distinct o Prismatic o Many o Prominent o Platy TEST HOLE NUMBER Groundwater CONSISTENCY: DRAINAGE: Top and Sub _- Fill -_ Outwash _-_ Stratified Drift _-_ Ice Contact Deposit _- Ablation Till -_ Basal Till Restrictive Layer _- Refusal Bottom -_ Loose _-_ Friable -_ Firm Cemented STRUCTURE: o Granular o Blocky o Prismatic o Platy 'ERCOLATION TEST — TH Depth of Perc: TH Start presoak End Presoak (� Time at 12" 6 ®1 Time (9"-6") Rate Min/Inch I� o Excessive o Well o Moderate o Poor MOTTLING: _- o Few c Faint o Common o Distinct o Many o Prominent KUUNUWA I th AUJUJ 1!'It IV 1 o #1 Berry School (St Drft) 0-42 Gilbert Street (Ab Till) o #3 Gilbert Street (OW/Perm) o #4 Fruit Street (OW/Seas) Reading Date:( CC ADJUSTMENT FACTORING: INDEX.WELL LEVEL Less: Index high Z-C, Adjustment Factor L- SITE LEVEL (� Less: Factor ADJUSTED GROUNDWATER TOWN OF MANSFIELD, MASSACHUSETTS 50 West Street, Mansfield, MA 02048 C APPLICATION FOR ON -SITE SEWAGE TESTING PERC N0. FEE $100:00 DATE PERC ADDRESS 36_Monahan Lane, Mansfield, MA SUBDIVISION Tara Estates Extension LOT NO. 3 - Mansfield, MA OWNER Mayfair Realty Development Corn TELEPHONE508-543-4697 ADDRESS 45 Prospect Street CITY Foxboro STATE MA APPLICANT Same TELEPHONE ADDRESS CITY STATE ENGINEER Bay Colony Group, Inc. TELEPHONE 508-543-3939 ADDRESS 4 School Street CITY Foxboro STATE MA 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 $1�0"0 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. S. 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 Bay Colony Group, Inc. Professional Civil Engineers & Land Surveyors 4 School Street, P. 0. Box 9136, Foxborough, MA 02035 Telephone (508) 543-3939 • Fax (508) 543-8866 October 30, 1992 Mr. Henry Austin, Chairman Mansfield Board of Health 50 West Street Mansfield, MA 02048 RE: Tara Estates Extension Percolation Tests Dear Mr. Austin: On behalf of our client, Mayfair Realty and Development Corporation, we are requesting that you schedule tests for lots 1,4,5, & 8 in the Tara Estates Extension subdivision. Lots 2,3,6, & 7 have already been tested and this request would complete the testing within this subdivision. Thank you for your consideration and please feel free to contact me if you should you have any questions. Very truly yours, BAY COLONY GROUP, INC. Vt 1JCX--- William R. Buckley, Jr., P.E. Project Engineer ct Enclosure N CC: 1<:evir, Weinfeld tl Karl lhoivn �;JA &4P VEGETATED' WETLAND pJ.4HA_� PROPOSED "TARA ESTATES' 0 O 154.06' 120.00' 120,00' �ROPQS£D ca Rc 0 TARA FSTATF5 engineering neering co., inc. CIVIL ENGINEERS • LAND PLANNERS • LAND SURVEYORS Job number 2130 August 28, 1991 SOIL TEST REPORT `:"TARA ESTATES" MANS FIELD; MASSACHUSETTS Soil tests were preformed by Dunn Engineering Co., Inc:, on April 10, July 9, 10, 23, 24 and August 13 and 14, 1991. The following is a report of the results of the deep soil observation holes and percolation rates of all lots tested in lot number order. Lot 1 Test Hole "A" - July 24, 1991 36" Topsoil and subsoil /'ter 36" - 102" Packed silty gravel`✓ 102" - 156" Loose silty gravel Percolation Test - July 24, 1991 Rate = 10 M.P.I., Depth = 124" ". Lot 2 Test Hole 91-5 - April 10, 1991 r 0" - 28" Light loamy subsoil 28" - 156" Grey fine stoney sand till with silty gravel tightly packed, with cobbles and fractured rock from 144" to 156" No ground water found at 156" Percolation Test - April 10, 1991 Rate = 14 M.P.I, Depth = 54" Percolation Test - July 24, 1991 �l5 Rate = 10 M.P.I., Depth = 32" Pg = �o,.,I4r'a, rUO r'.] 124 WASHINGTON STREET • FOXBOROUGH, MA 02035 • (508) 543-9720 Q��. ��. Report -August 28, 1991 "Tara Estates" Lot 3 Test Hole "A" - July 24, 1991 0" - 36" Topsoil and subsoil �j 36" - 96" Silty gravel No ground water found - refusal at 8'-0" Percolation Test - July 24, 1991 Rate = 7 M.P.I., Depth = 72" Test Hole "B" - July 24, 1991 {4 0" - 36" Topsoil and subsoil j 36" - 96" Packed silty gravel 96" - 150" Silty sandy gravel No ground water found Lot 4 Test Hole 91-6 - April 10, 1991 �•�?� 0" - 32" Sandy loamy subsoil 32" - 84" Tighly paked fine silty till and sandy fine silty stoney stone gravel 84" - 144" Stoney fine sandy gravel with silt, fractured rock at 14411, Refusal No ground water found Percolation Test - April 10, 1991 Rate = 13 M.P.I., Depth = 48" Lot 5 / Vc5 Test Hole "A" - July 24, 1991 ✓/ i 0" - 36" Topsoil and subsoil 36" - 96" Packed silty gravel 96" - 144" Silty gravel (looser) No ground water - refusal at 12'-0" Percolation Test - July 24, 1991 Rate = 8 M.P.I., Depth = 40" Page 2 Soil Test Report -August 28, 1991 "Tara Estates" Lot 6 Test Hole 91-24 - July 9, 1991 �e5 0" - 36" Topsoil and subsoil 36" - 90" Silty gravel tan No ground water Percolation Test - July 9, 1991 Rate = it M.P..I., Depth = 48" Note: There is no Lot #7 Lot 8 Test Hole 91-23A - July 10, 1991 0" - 30" Topsoil and subsoil 30" - 90" Silty gravel No ground water found, refusal at 90" �1 Percolation Test - July 10, 5 Rate = Failed, Depth = 36" (�a{ Test Hole 91-23B - July 10, 1991 1991 S A- 0" - 36" Topsoil and subsoil 36" - 120" Silty gravel (packed) 120" - 180" Silty gravel (loose) Ground water found at 14'-0" Percolation Test - July 10, 1991 Rate = 3 M.P.I., Depth = 120" Lot 9 Test Hole 9-2 - August 14, 1991 j(5 O" - 36" / 36" - 114" 114" - 138" Topsoil and subsoil Packed silty gravel Loose silty gravel Percolation Test - August 14, 1991 Rate = 9 M.P.I., Depth = 9.5' 72- 7 Page 3 Soil Test Report -August 28, 1991 "Tara Estates" Lot 10 Test Hole 91-8 - April 10, 1991 Yj0" - 30" Loamy subsoil 30" - 140" Tightly packed grey fine soil with silt No ground water found Percolation Test - July'10, 1991 Rate = 5 M.P.I., Depth = 48" Lot 11 Test Hole 91-20 - July,23, 1991 WPM 0" - 30" Topsoil and subsoil �r5 30" - 108" Very hard packed silty gravel i / 108" - 132" Packed silty gravel Ledge at 132" Percolation Test - July 10, 1991 \ Failed Test Hole 11-C - August 14, 1991 \� O" - 36" l« 36" - 120" Topsoil and subsoil Hard packed silty sand \ No ground water found - Refusal at 101 - 0" Test Hole 11-D - August 14, 1991 0" - 36" Topsoil and subsoil �e5 36" - 9611 Very stony hard packed silty gravel 96 - 1561 Loosely packed silty gravel No ground water found Percolation Test - August 14, 1991 Rate = 7 M.P.I., Depth = lit - 0" Lot 12 Test Hole "B" - July 23, 1991 0" - 36" Topsoil and subsoil 36" - 120" Silty sand and gravel No ground water found - refusal at 120" Percolation Test - July 23, 1991 Rate = 16 M.P.I., Depth = 42" Page 4 Soil Test Report -August 28, 1991 "Tara Estates" Lot 13 Test Hole 91-52 - July 10, 1991 (l5 0" - 42" Topsoil and subsoil 42" - 150" Silty gravel Ground water found at 12'-0" Percolation Test - July 10, 1991 Rate = 7 M.P.I., Depth = 60" Note: There is no Lot #14 Lot 15 Test Hole 91-36 - August 13, 1991 (F' 0" - 30" Topsoil and subsoil i 30" - 84" Packed silty sandy gravel 84" - 144" Silty sand and gravel (loose) No ground water found Percolation Test - August 13, 1991 Rate = 7 M.P.I., Depth = 36" Lot 17 Test Hole 91-38 - August 13, 1991 0" - 36" Topsoil and.subsoil 36" - 144" Packed silty gravel No ground water found (boulders at bottom) Percolation Test - August 13, 1991 Rate = 12 M.P.I., Depth = 48" Lot 18 Test Hole 91-39 - August 13, 1991 0" - 48" Topsoil and subsoil 48" - 144" Packed silty gravel No ground water found Percolation Test - August 14,: 1991 Rate = 9 M.P.I., Depth = 60" Page 5 � j Soil Test Report -August 28, 1991 "Tara Estates" Lot 19 Test Hole 91-11 - April 10, 1991 Page 6 0" - 40" subsoil with 4' diameter rocks on surface 40" - 90" Packed silty grey fine sandy till with cobbles to 12" 901, - 170" Medium to fine sandy till with silt and stones Wet soil at 13'-0" Percolation Test - August 14, 1991 Rate = 17 M.P.I., Depth = 48" Lot 20 Test Hole 91-40 - August 13, 1991 0" - 36" Topsoil and subsoil 36" - 96" Hard packed silty gravel 96" - 156" loose silty gravel No ground water found Percolation Test - August 13, 1991 Rate = 13 M.P.I., Depth = 10.5' Lot 21 Test Hole 91-41 - July 23, 1991 0" - 32" Topsoil and subsoil 32" - 150" Packed silty sand and gravel No ground water found Percolation Test - July 23, 1991 Rate = 10 M.P.I., Depth = 40" Lot 22 Test Hole 91-42 - July 23, 1991 0'! 36" Topsoil and subsoil 36" - 132 It Packed silty gravel ✓ 132" - 180" Silty gravel Ground water found at 14'-0" Percolation Test - July 23, 1991 Failed Percolation Test - August 13, 1991 Rate = Failed, Depth = 48" Soil Test Report -August 28, 1991 "Tara Estates" Lot 23 Test Hole 91-12 - April 10, 1991 r 0" - 30" Loamy subsoil 30" - 96" Packed 96" -152" grey silty bony sand Tight packed medium to fine silty sand Ground water seeping at 10'-4" Percolation Test - July 23, 1991 Rate = 17 M.P.I., Depth = 36" Lot 24 Test Hole 91-13 - April 10, 1991 0" - 27" Subsoil 271 - 160" Packed sine silty sand Ground water seeping at 11'-8" Percolation Test - July 23, 1991 Rate = Failed, Depth = 60" Percolation Test - August 13, 1991 Rate = 8 M.P.I., Depth = 30" Lot 25 Test Hole 91-31 - July 23, 1991 1/ 0" - 36" Topsoil and subsoil 36" - 126" Silty gravel (medium packed) No ground water found - refusal at 126" Percolation Test - July 23, 1991 Rate = 16 M.P.I., Depth = 40" Lot 26 Test Hole 91-35 - July 23, 1991 0" - 3611,' Topsoil and subsoil 36" - 132" Packed silty gravel No ground water found - Refusal at 132" Percolation Test - July 23, 1991 Rate = Failed, Depth = 48" Page 7 Soil Test Report -August 28, 1991 "Tara Estates" Lot 26 Test hole 26-2 - August 13, 1991 0" - 36" Topsoil and subsoil / 36" - 108" Packed stoney gravel (some fines) Ledge at 7' - 0" Percolation Test August 13, 1991 Rate = Failed, Depth = 40" Lot 27 Test Hole 91-34 - July 23, 1991 0" - 30" Topsoil and subsoil 30" - 102" Silty gravel No ground water found - Refusal at 102" Percolation Test - July 23, 1991 Depth = 48" -'Failed Test Hole 27-2 - August 13, 1991 0" - 36" Topsoil and subsoil 36" - 114" Silty clay -sand and gravel (packed) 114" - 144" Loose silty gravel Test Hole 27-3 - August 13, 1991 0" - 36" Topsoil and subsoil 36" - 78" Hard packed silty gravel Refusal at 78" Test Hole 27-4 -;August 13, 1991 0" - 48" 'Topsoil and subsoil 48" - 90" Packed silty sand and gravel 90" - 140" :Loose silty gravel No ground water found Percolation Test - August 13, 1991 Rate = 14 M.P.I., Depth = 10' - 0" Soil Test Report -August 28, 1991 "Tara Estates" Lot 28 Test Hole 91-10 - April 10, 1991 :; 0" - 26" Loamy subsoil /. 26" - 72" Packed silty bony fine sand 72" - 144" Packed fine sand with some silt Ground water seeping at il'-0" Percolation Test — July 23, 1991 Rate = 14 M.P.I., Depth = 36" Lot 29 Test Hole 91-32 - July 10, 1991 0" - 30" Topsoil and subsoil `(e5 30" - 132" Silty sand to silty gravel No ground water found - Refusal at 11'-0"• Percolation Test - July 10, 1991 Rate = 15 M.P.I., Depth = 48" Lot 30 Test Hole 91-9 - April 10, 1991 0" - 40" Loamy subsoil �f 4011- 140" Packed fine grey silty sandy gravel cobbles and fractured rock at 11' - 8" Percolation Test - July 10, 1991 Failed Test Hole 30-1 - August 14, 1991 0" - 36" Topsoil and subsoil �e5 36" - 84" Packed silt 84" - 138" Y gravel Loose silty gravel Refusal at 138" Percolation Test - August 14, 1991 Rate = 12 M.P.I., Depth = 48" Page 9 Soil Test Report -August 28, 1991 "Tara Estates" Lot 31 Test Hole 31-1 - August 14, 1991 tj�� 0" - 36" Topsoil and subsoil i-' 36!' - 150" Silty gravel i� No ground water found Percolation Test - August 14, 1991 Rate = 5 M.P.I., Depth = 42" Lot 32 Test Hole 91-30 - July 10, 1991 �es 0" - 36" Topsoil and subsoil 36" - 120" Silty gravel hard packed 120" - 192" Loose silty gravel No ground water found Percolation Test - July 10, 1991 Rate = 5 M.P.I., Depth = 15' Lot 33 Test Hole 91-7 - April 10, 1991 J� 0" - 32" Loamy subsoil 32" - 172 Clean white fine silty sand tightly packed Ground water at 13'-10" Percolation Test - July 10, 1991 Rate = 13 M.P.I., Depth = 48" Lot 34 y Test Hole 91-29 - July 9, 1991 yc5 0" - 36" Topsoil and subsoil with surface rocks 36" - 108" Sand with silt or clay 108" - 156" Sandy gravel some silt Ground water at 11'-0" Percolation Test - July 9, 1991 Failed (first 1" = 22 minutes) Page 10 J Soil Test Report -August 28, 1991 "Tara Estates" Lot 34 / Test Hole 91-29 - August 14, 1991 Ifs 0" - 36" Topsoil and subsoil 36" - 108" Packed silty gravel 108"- 136" Loose silty gravel Ground water found at 132" Percolation Test - August 14, 1991 Rate = 4 M.P.I., Depth = 9' Lot 35 Test Hole 91-28 - July 9, 1991 0" - 24" Topsoil and subsoil 24" - 72" Sandy gravel with stones, some silt 72" - 102" Packed silty gravel 102" - 132" Sandy gravel No ground water found Percolation Test - July 9, 1991 Rate = 15 M.P.I., Depth = 44" Lot 36 Test Hole 91-27 - July 9, 1991 11 0" - 30" Topsoil and subsoil 30" - 132" Packed medium silty gravel, with stones No ground water found Percolation Test - July 9, 1991 Rate = 12 M.P.I., Depth = 48" Lot 37 Test Hole 91-1 - April 10, 1991 ✓ %S 0"•- 36" Sandy loamy subsoil 361' - 68" Packed silty gravel with stones 68" - 126" Packed fine, medium sandy gravel with some silt Ground water found at 101-6" Percolation Test - April 10, 1991 Rate = 4 M.P.I., Depth = 54" Page 11 a __.... . M Soil Test Report -August 28, 1991 "Tara Estates" Lot 38 Test Hole 91-47A - July 9, 1991 ley / 0" - 24". Topsoil and subsoil 24" - 96" Silty gravel No ground water found, refusal at 96" Percolation Test - July 9, 1991 Rate = Failed Test Hole 91-47B - July 9, 1991 0" - 36" Topsoil and subsoil 36" - 102" Silty sandy gravel f No ground water found, refusal at 102" Percolation Test - July 9, 1991 Rate = Failed (first 3" = 50 minutes) Page 12 Test Hole 91-47C - July 24, 1991 / 0" - 36" Topsoil and subsoil \f// 36" - 96" No ground waterSilty (tightly 2" - 1st 1,a ledge) (tightly Y packed stones, not 3 Percolation Test - July 24, 1991 k Rate = 10 M.P.I., Depth = 46" Lot 39 / Test Hole 91-2 - April 10, 1991 yE5 0" - 30" Topsoil and subsoil 30" - 84" Packed silty gravel with stones 84" - 132" Packed fine sandy gravel,:with some silt Ground water seeping at V -4" Percolation Test - April 10, 1991 Rate = 7 M.P.I., Depth = 64" Soil Test Report -August 28, 1991 "Tara Estates" 'hot 40 ' Test Hole "A":- July 24, 1991 0" - 36" Topsoil and subsoil 36" - 108" Silty gravel (loose) r .'Ground water it 8'-0" Percolation Test - July 24, 1991 Rate = 8 M.P.I., Depth = 54" QLot 41 1 Test Hole 41-1 - August 14, 1991 0" - 36" Topsoil and subsoil 36" - 108" Clay sand Ground water at 96" Test Hole.41-2 - August 14, 1991 0" - 30" Topsoil and subsoil 30" - 96" Silty sand and gravel Refusal at 96". No ground water found Percolation test - August 14, 1991 Rate = 10 M.P.I., Depth = 44" Lot 42 / Test Hole 91-44 - July 9, 1991 0" - 36" Topsoil and subsoil 36" - 120" Packed silty gravel o No ground water found, no refusal Percolation Test - July 9, 1991 Failed (first 3" = 47 minutes) r Page 13 yes Soil Report -August 28, 1991 "Tara Estates" Lot 43 Test Hole 91-43 - July 9, 1991 0" - 30" Topsoil and subsoil 30" - 132" Silty gravel Ground water found at 10'-0" Percolation Test - July 10, 1991 Rate = 2 M.P.I., Depth 48" Lot 44 Test Hole 91-51 - July 9, 1991 0" - 30" Topsoil and subsoil 30" - 114" Silty gravel Ground water at 8'-6" Percolation Test - July 10, 1991 Failed (first 2" = 29 minutes) Lot 45 Test Hole 91-50 - July 9, 1991 M l�s 011 - 30" Topsoil and subsoil 30" - 78" Silty to sandy gravel 78" - 126" Sandy gravel No ground water found Percolation Test - July 9, 1991 Rate = 2 M.P.I., Depth = 42" Note: Lot #46 - Not Tested �X Lot 47 Test Hole 91-3 - April 10, 1991 j 0" - 30" Rocky subsoil with cobbles 30" - 84" Packed silty fine gravel 84" - 126" Fine sand with silt and fractured rock No ground water found Percolation Test - April 10, 1991 Rate = 12 M.P.I., Depth = 54" n Page 14 Soil Report -August 28, 1991 "Tara Estates" Page 15 Lot 48 Test Hole 91-49 - July 24, 1991 0" - 36" Topsoil and subsoil 36" - 128" Silty gravel (packed) No ground water - Refusal at 10'-8" Percolation Test - July 24, 1991 Rate = Failed Lot 49 Test Hole 91-4 - April 10, 1991 0" - 28" / Subsoil with rocks 28" - 66" 66" - 108" Packed fine sand gravel with silt Packed fine sandy y gravel with fractured rock 108" - 156" Packed silty medium sand with Ground water found rocks at 11'-0" Percolation Test - April 10, 1991 Rate = 6 M.P.I., Depth = 60" Lot 50 Test Hole "A" - July 24, 1991 0" - 48" Topsoil and subsoil 48" - 120" Silty gravel No ground water - Refusal at 10'-0" Percolation Test - July 24, 1991 Rate = Failed a EA Soil Report -August 28, 1991 "Tara Estates" Totals for testing as of July 11 1991 Number of lots deep hole tested ..........46 Number of lots percolation tested ........46 Number of lots passed percolation test ...40 Total Potential Building Lots ............46 PERCOLATION TEST RESULTS Page 16 LOT # DATE RATE LOT DATE 1 2 7/24/91 7/24/91 10 MPI 10 MPI 26 7/23/91 3 4 7/24/91 7 MPI 27 28 8/13/91 7/23/91 5 4/10/91 7/24/91 13 MPI 8 MPI 29 7/10/91 6 Lot 7 7/9/91 11 MPI 30 31 8/14/91 8/14/91 8 8 9 7/10/91 3 MPI 32 33 7/10/91 7/10/91 10 8/14/91 7/10/91 9 MPI 5 MPI 34 8/14/91 11 12 8/14/91 7 MPI 35 36 7/9/91 7/9/91 13 7/23/91 7/10/91 16 MPI 7 MPI 37 4/10/91 No Lot 14 38 7/24/91 15 8/13/91 7 MPI 39 40 4/10/91 7/24/91 16 17 Not Included 8/13/91 12MPI 41 8/14/91 18 19 8/14/91 9 MPI 42 43 7/9/91 7/10/91 20 8/14/91 8/13/91 17 MPI 13 MPI 44 7/9/91 21 22 7/23/91 10 MPI 45 46 7/9/91 Wetland 23 7/23/91 7/23/91 -Failed- 17 MPI 47 4/10/91 24 8/13/91 8 MPI 48 49 7/24/91 4/10/91 25 7/23/91 16ikPI 50 7/24/91 By: Dunn Engineering Co.,Inc. -mes M. Dunn, P.E., President RATE Failed 1-4—MPr 14 MPI 15 MPI 12 MPI 5 MPI 5 MPI 13 MPI 4 MPI 15 MPI 12 MPI 4 MPI 10 MPI 7 MPI 8 MPI 10 MPI Failed Z_MPI - Failed 2-MPI 12 MPI Failed 6 MPI Failed Bay Colony Group, Inc. Professional Civil Engineers & Land Surveyors 4 School Street, P. 0, Box 9136, Foxborough, MA 02035 Telephone (508) 543-3939 • Fax (508) 543-8866 November 23, 1992 Mr. Scott Leite, Health Agent Town of Mansfield 50 West Street Mansfield, MA 02048 RE: Tara Estates Extension Subdivision Dear Mr. Leite: Enclosed are the test hole locations and logs for the Tara Estates Extension Subdivision. Please contact me should you have any questions. Very truly yours, BAY COLONY GROUP, INC. u11 William R. Buckley, Jr., P.E. Project Engineer Enclosure CC: Greg Spier Kevin Weinfeld Percolation Test Results Tara Estates, Mansfield, MA Engineer: Karl Drown, R.S. Job No. 920105 11/17/92 Lot 1, TH13 0 - 24 Topsoil & Subsoil 24-168 Coarse sand & gravel, some silt No Water Depth: 114" Rate: 4 mpi 10/21/92 Lot 2, TH2 0 - 28 Topsoil & Subsoil 28- 68 Silty Sand & Gravel 68-156 Coarse sand & gravel, some silt Ledge Depth: 92" Rate: 15 mpi No Water 10/21/92 Lot 3, TH1 0 - 32 Topsoil & Subsoil 32- 96 Silty Sand & Gravel 96-144 Coarse sand & gravel, trace of silt Ledge Depth: 54" Rate: 12 mpi No Water 11/17/92 Lot 4, TH11 0 - 24 Topsoil & Subsoil 24- 96 Silty Sand & Gravel 96-156 Coarse sand & gravel, some silt No Water Depth: 114" Rate: 10 mpi Page 1 of 2 11/17/92 Lot 5, TH12 0 - 26 Topsoil & Subsoil 26-102 Silty Sand & Gravel 102-186 Coarse sand & gravel, some silt Depth: 120" Rate: 4 mpi 10/22/92 Lot 6, TH10 0 - 32 Topsoil & Subsoil 32-120 Tight Silty Sand & Gravel 120-168 Silty Sand & Gravel No Water Depth: 122" Rate: 9 mpi 10/22/92 Lot 7, TH9 0 - 32 Topsoil & Subsoil 32-108 Tight Silty Sand & Gravel 108-170 Tight Silty Sand & Gravel No Water Depth: 112" Rate: 5 mpi 11/17/92 Lot 8, TH15 0 - 26 Topsoil & Subsoil 26-128 Coarse sand & gravel, some silt Depth: 108" Rate: 6 mpi Page 2 of 2