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Home My WebLink AboutSchool St. - 1981Office at 50 West Street Town of Mansfield Massachusetts Board of Health Report of Soil Examination Applicant: (Orna M. white) c% Rebecca Nhite Application# 35 Date: In/an/_ai Location: 9 ,I 4ohnnl 4+rPa+ Mail Address: 280 School Street Tel. No.: 9-2922 Engineer: Rlrf Mail Address: 150 North Main street Tel. No.: 9-3731 Inspection By: Walter F. Walsh Inspector 11/24/81 Soil Log: Test Hole #1 0-lb" Top&Subsoil 18-5811 Sand & Clay 58-83 Clay & Gravel Groundwater depth: 441, Test Hole #4 Ground water depth: Percolation Test Data: Test Hole # Depth: Rate: Test Hole #2 Test Hole #3 0-1411 Top&Subsoil Ili-7211 Clay Groundwater depth: 1411 Ground water depth: Test Hole #5 Test Hole #6 Ground water depth: Ground water depth: Test Hole # Depth: Rate: •. . NOT ACCEPTABe- Town Water Available( ) REJ TOWN OF MANSFIELD APPLICATION FOR ON -SITE SEWAGE TESTING Number 3 h Date Fee Paid/k, &_U Lot to be tested, address 261 School Street, Mansfield , Owner of Property (Oma M. White) C/o Rebecca White Phone 339-2922 Address 280 School Street, Mansfield _ Engineer RIM Engineering Co., Inc. (Ralph I. MalooDpLne 339-3731 Licensed Installer .-phone I.;_„ „ 1. If lot is on an existing street you must get a numbered address from the Town Assessors, in order for the Board of Health to take action on the application. <_[? i t UiJ,G D o C 2. Fee 9100.00 3. On -site sewage testing in season December 1 to April 30 !�. For Out -of -Season testing $100 deposit after the Board of Health gives approval for the testing,. 5. All seasonal testing applications MUST be received by March 31. 6. You must know before the Town's Engineer comes out to your lot, as to where you wish to have on -site sewage testing done. %. Requirements needed at time of testinga 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 8. Permit will become invalid if percolation test is not performed within the currert percolation season, provided that the season has not been suspended by the Board of Health, or if an out of season approval is granted. 1 copy for applicant 1 copy for treasurer 1 copy for Board of Health Office at 50 West Street Town of Mansfield Massachusetts Board of Health Report of Soil Examination Applicant: Evelyn W_ Poulen (Prosser) Application # 233 Date: 7/9/80 Location: 609 School Street Mail Address: 615 School street Tel. No.: 9-7137 Engineer: RIM Mail Address: 150 North Fain Street Tel. No.: 9-3731 Inspection By: A. Stanzione, P.E. 8/20180 Soil Loa: Test Hole #1 Test Hole #2 Test Hole #3 0-12 op u soil —0 16" op&subsoil 12-54" Coarse Sandr;Gravei 16-11611 Sandr gravel mixed 54-108" Sand&Gravel w/some w/fine sand. pp in sand 801 setback center line lot 1051 se4pco cpnt-r line lot from street from st et Groundwater depth: 48" Ground water depth: &round water depth: Rust line @ 2811 Test Hole #4 Ground water depth: Percolation Test Data: Test Hole # Depth: Rate: Recommendations: TI Test Hole #5 Ground water depth: Test Hole #6 Ground water depth: APPROVE e tHole# the kAA i - m r- i m Rate: Town Water Available("APP, ROVED k ICh Tp THE pervious fill in the leach .. — Office at 50 West Street Town of Mansfield Massachusetts Board of Health Report of Soil Examination Applicant: Land -Trek Inc. Application # Date: 4/3/85 Location: Lot 25y House No. 609, School Street Mail Address: P.O. sox 426 Tel. No.: 339-8609 Engineer: RIM Engineering Mail Address: Tel. No.: 339-3731 Inspection By: Karl S. Drown, Health Agent 1/16/85 Soil Log: Test Hole #1 0-18 T & SS 18-112" Clean Coarse Sand Ground water depth: 72" Water Test Hole#4 (Rear) 0-14" T & SS 14-84" Clean Coarse Sand Ground water depth: 62" Water Percolation Test Data: Test Hole # 2 Test Hole #2 0-16" T & SS 16-120" Clean Coarse Sand Ground water depth: 72" Water Test Hole #5 Ground water depth: Depth: 36" Rate: 2 Minute/Inch Recommendations: Test Hole #3 0-16" T & SS 16-84" Clean Coarse Sand Ground water depth: 60" Water Test Hole #6 Ground water depth: Test Hole # Depth: Rate: Water table reading taken on 3/7/85 - Water at 48" Town Water Available ("L TOWN OF MANSFIELD APPLICATION FOR ON -SITE SEWAGE TESTING Number Date c S Fee Paid Lot to be tested, address Owner of Property L�f2�_/ /�� lV� Phone �Cc� Address Engineer (/h ( Phone Licensed Installer Address Phone 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 cut -of - season approval is granted, Fee __s non-refundable.. 1 copy for applicant 1 copy for treasurer 1 copy for Board of +.ealr.h APPLICATION FOR Ott -SITE W AAGE 1ES'TIm; lin An Nuwdx:r.-__R Lot to be tasted, address _(AG' 0aner of Propert:,_.. �%- A(idrass �/ 1i�4 �1� z.p '��)n Cr,gtruetsr__�L.ia� _ �li/1%✓C�Fyl1:.F'./1,f�.0� 9� Phurv�s � E-i.. Licensed /installer_ �� P1lone Aeldres ._[2�-_ to If lot is on an existing street you must got a nuJ`vr t1e Town Absessors, lu order for the ®(,yard o, wait Lo _,ke Actlu" W,) the application. 2„ Fee $65,00 3. On -site sewage testing In season December I to April 30„ la, For out -of -season tenting $100 deposit :after ti-le Board of Health cgives approval for testing, i. All seasonal testing applications MUST be rocelveud by birch jl, h, You most know before the Town's Engineer comes Out L« yr�ur fat, as to where you wish to have on -site sewage testing done. i„ Requirejents needed at time of testing: a. yogr min engineer h. h+c'.:-,,rr or similar equipment, which would be gable to dig 10-12 feet for pits or galley trewhes. c. eflowjh i4+1ter for on -site snwagc testing V COPY for Oppt ic.anL I copy for wasurer I ccVy for 6'ae rd of Health W t 50estStreet Report of Soil Examination 50 West Applicant: Martin Warner Application # 37 Location: Lot 54 School Street Mail Address: 1.12 School Street Tel. No.: / JAMEr3 MICHAEL DUNH -p No. 23538 F 1. Date: March 15, 1979 Engineer: RIM Engineering Co., Inc. Mail Address: North Main Street, Mansfield Tel. No.: 339-3731 Inspection By: Soil Log: Test Hole#1 0-22" Topsoil & Subsoil 22"-84" Clean Medium Send Groundwater depth: 26" Test Hole #4 Ground water depth: Percolation Test Data: James M. Dunn, P.E. N.B. Test Hole #2 Test Hole #3 0-18" Topsoil & Subsoil 18"-72" Clean Medium Sand Ground water depth: 12" Ground water depth: Test Hole #5 Test Hole #6 Ground water depth: Ground water depth: Test Hole # 1 Test Hole # Depth: 22" Depth: Rate: 2 M,P,I, Rate: Recommendations: Lot is acceptable Conservation approval is required Town Water Available ( x) I Nli 0i I'A I, ;� 11, 1,11 A IT L 1 Q F I Om I CC OK 5 1 j I, SNPIOL MT I 'r, Numhe Da LP._j_j' Fee Pa I d ( , ' v 4 W A 7 1 r I Lot to h(! L,:Jcd, addraq5 AIN Dwn,.r of Property A IngineorIL 7-" L i c( n sed I i in ta I I o I: Address 1. If lot is on an eyliting ntrm you wint got a mired address Prom the Town Assessors, ih mOr for the hoard of Malta to take action On the application. 1, Fee OR= 3. On-sile sewayc tomin, in 0 al., & m1ar I to April 3). 4, For o"t-of-seamon tentInq $106 Spusir ..)-f-tur t5p VoNrd of Hcalm gives approval for tustinq. 5. All seasonal OPPHOW inn &M im rmeived by March 31. You MmSt kpAq haNnT Pe Imm's I irinvor cones out to your lot, on U-) where ynu wish to havc W-Oto :cwanc mquing dom. V. Requirenrants ocodod at 11u, of jOjjj,,: a. your own engineer back-li(x! or similar equiphx W, which would bp able to diq 10-12 Net for plLs or galley winches, c, anowth water for on -site nvwaqe tvstlno, copy for applicant copy for vronsurnr copy for fo,7ord of lj(:,ijrjj Bethel, Duncan & O'Rourke, Inc. Engineers 729 Boylston Street Boston, Massachusetts 02116 Telephone: (617) 261-1750 SUBSURFACE INVESTIGATION FOR 1 SEWAGE DI Town Location,,; J/('/ -4, Date Owner, Builder or Developer Engineer /V�,vv,yd ✓Zl;)�,,, �N/ Of SUBSURFACE PROFILE Hole No. 1 0 -/Z" Topsoil Subsoil! U soil Water Level @ -/�( (0 = existing ground elevation at test pit) Hole No. 2 0 Topsoil Subs/oil PERCOLATION TEST I Hole No. 3 0 - Topsoil Subsoil Hole soaks for mins. Percolation Rate: 1" in 5 mins. Acceptable Not Acceptable CONDITIONS OF ACCEPTANCE David A. Duncan Form 5 ,/✓;v,�wcl ( 1v /%lil�i✓�i c')pl �N/f7 PN' iris �G�r �/r, i�Cl Lw ✓!. I G JI-1 bJ)r'i /� „ ,der G�d c�/�a° _�✓� �ci PI /""IVe"/ / ,,, r �,r, a �)qr✓� G� /iv %cf✓Jci rf Gi �'i /✓e�.. n otl,ee,t 50 West Street Applicant: Steven Benoit Town of Mansfield Massachusetts Board of Health Report of Soil Examination Application H Location: Corner of School & New Route 140 Mail Address: 5 Je_well Street, -Mansfield, -MA 02048 Engineer RIM Engineering___ Mail Address: 150 North Main Street, Mansfield, MA 02048 Inspection By: Karl S. Drown, Health Agent S. --------------- Soil Log: Test Hole H1 Test Hole H2 0-24" T&SS 0-24" T&SS 24"-48" Medium Silty Sand 24"-50" Silty Sand & w/ Clay Mix 48"-96" Silty Bony Gravel 50"-100" Silty Gravel Ground wateTf6epth: Ground watdclepth Water at 48" Test Hole 04 Ground water depth: Percolation Test Data: Test Hole H Depth: Rate. Water at 48" Test Hole H5 Ground water depth: 1 30" 5 Minutes/Inch Recommendations: Remove all clay mi� `��y��,..,,� // / / k Date: 8/6/85 Tel. No.: Tel. No.: 339-3731 Test Hole H3 0-24" T&SS 24"-60" Silty Sand -Clay Mix 60"-80" Silty Gravel 96" Blue Mart Ground water depth: Weeping at 42" Test Hole H6 Gru vaIei cj@pth x a „, F F.0 Test Hole It -_1/`� Rale i"ROVED PLAN A h E f - THE', SITE Town Waler Available ( ) TOWN OF MANSFIELD I N , qq rf A APPLICATION FOR ON -SITE SEWAGE TESTING Number Date l_ C . Fee Paid j()b Lot to be tested, addl1r��ess��Y�� J� Owner of Property_ �TC ,'^S� r Phone 33 ( 5 y 2 �� Address V W R- p`1 S / ✓�. i�.� % � , -A4 Engineer Licensed Install Address 'JA 0 Phone Phone 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 Qits 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, p_ovided that the season has not been suspended by the Board of Hr:,1161, or if ar. cut -of - season approval is granted. Fee .i.: :101:-::efundable. 1 copy for applicant 1 copy for treasurer 1 copy for Board of Health TOWN OF MANSFIELD SOIL TEST REPORT BOARD OF HEALTH Perc No. -StreetSCSZ> znvc a7' Owner/Builder-J-P 4" SubdivisionLot Performed by tt-1 Date% - 1995 Repair Witness by Scott I_eite, Health Agent I -- NOTES: SOIL DESCRIPTION: TEST HOLE TYPE: Top and Sub D -� Fill - Outwash-� -_ Stratified Drift -_ Ice Contact Deposit Ablation Till _-_ Basal Till _- Restrictive Layer Refusal Bottom r� NUMBER /_ Groundwater — CONSISTENCY: DRAINAGE: _- c—Loose Excessive -_ Friable o Well Firm o Moderate - Cemented o Poor STRUCTURE: MOTTLING: n u 1 a r o Few o Faint o Blocky o Common o Distinct o Prismatic o Many o Prominent o Platy SOIL DESCRIPTION: TEST HOLE NUMBER Z— Groundwater = TYPE: CONSISTENCY: DRAINAGE: Top and Sub - moose o-E-xcessive i11 - Friable o Well - Outwash _- Firm o Moderate - trwtit;cd ` C S - Cemented o Poor Ice Contact Deposit -_ Ablation Till STRUCTURE: -_ Basal Till o-6ranuIar ---,Restrictive Layer o Blocky _-_ Refusal o Prismatic _ Bottom o Platy F'tKUULA I IUN I t.7I TH_ Depth of Perc: 0- / , TH_ Start presoak End Presoak 0 Time at 12" a) 9" 6" Time (9 Rate Min/Inch MOTTLING o Few c Faint o Common o Distinct o Many o Prominent GROUNDWATER ADJUSTMENT o #1 Berry School (St Drft) o #2 Gilbert Street (Ab Till) o #3 Gilbert Street (OW/Perm) o 44 Fruit Street (OW/Seas) Reading Date%r� ADJUSTMENT FACTORING: INDEX WELL LEVEL Less: Index high Adjustment Factor SITE LEVEL Less: Factor �7�" " ADJUSTED GROUNDWATER d �(1�--�., PERC NO. DATE ,y" ,,l PERC ADDRESS SUBDIVISION TOWN OF MANSFIELD, MASSACHUSETTS 50 West Street, Mansfield, MA 02048 APPLICATION FOR ON -SITE SEWAGE TESTING NO FEE $75.00 OWNER rc Cr TELEPHONE;=��.� ADDRESS, r z� } i i CITY J jp:y 35 f,,aj f- STATE APPLICANT 7 TELEPHONE b ADDRESS 0 oA } CITY STATE ENGINEER) J r ✓�»S % 'y �.0 R-ry�r TELEPHONE ADDRESS Gj' CITY IV-iV5TI,7_I,'�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 Office at 50 West Street Applicant: _ Location: Mail Address: Engineer: _ Mail Address: Town of Mansfield Massachusetts Board of Health Report of Soil Examination Inspection By: A. Stanzione, P.E. Soil Lon - Test Hole #1 0-32" Clean fill&subsoil 32-86" Fine Sand Groundwater depth: 601, Tast Hole 44 Ground water depth: Test Hole #2 0-1 'C eii1 18-120" Top&subsoil 120-176" Fine sand 176" Clay Percolation Test Data: Test Hole # ! Depth: +8 Rate: 8 MP I Recommendations: Accel Fillinq will Application # 204 Date: 2/22180 Groundwater depth: 138" Test Hole #5 Groundwater depth: Town Water Available (X,) Tel. No.: Test Hole #3 0- " Fill loam and subsoil 48-100" Fine sand Groundwater depth: 80" Test Hole #6 Ground water depth: a 1 r Y„ I't�tJf7 &'L�4(V lJ`_, i L.,'._ �' HE SITE r T 0 V 0 r . TOWN OF MANSFIELD APPLICATION FOR ON -SITE SEWAGE TESTING Number Date�'��/r� Fee Paid Lot to be tested, address ',, �/<I z Owner of Property ,/ Address />c Engtnaer %ter r7�s;'., -- Phone. -- Licensed --- Licensed Installer Phone�_�. Address vr� 1, if lot is on an existing street you must get a numbered address from the Town Assessors, iu order for the Board of Health to take action on the application. 2. Fee $65.00 3. On -site se%kige testing In season December i to April 30. 4. For out -of -season testing $100 deposit after the Board of Health gives approval for testing. 5. All seasonal testing applications MUST be received by Parch 31. 6. You must know before the Town's Engineer comes out to your lot, as to where you wish to have on -site sewage testing done. 7. 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 el copy for applicant i copy for treasurer 1 copy for Board of Health