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Home My WebLink AboutSturbridge Estates: Cooper, Weaver, Sturbridge- 1990DROWN ENVIRONMENTAL SERVICES P.O. BOX 263 REHOBOTH, MA 02769 508-252-6274 PERCOLATION TEST RESULTS LOCATION: STURBRIDGE ESTATES, MANSFIELD, MA OWNERS: JESS REALTY TRUST, PEABODY, MA WITNESSED BY: SCOTT LEITE, HEALTH AGENT PERFORMED BY: KARL S. DROWN, R.S. LOT 1 - JAN. 17, 1990 - TEST HOLE 1 0" - 26" - TOP AND SUBSOIL 26" 120" - SILTY COARSE SAND AND GRAVEL 120" - REFUSAL NO WATER NO RUST FOUND DEPTH OF PERC: 50" RATE OF PERC: 5 MIN/INCH LOT 2 - JAN. 17, 1990 - TEST HOLE 4 0" - 24" - TOP AND SUBSOIL 24" - 112" - SILTY COARSE AND AND GRAVEL 112" - REFUSAL NO WATER NO RUST FOUND DEPTH OF PERC: 60" RATE OF PERC: 14 MIN/INCH LOT 3 - JANUARY 18, 1990 - TEST HOLE 6 0" - 28" - TOP AND SUBSOIL 28" - 102" - PACKED SILTY COARSE SAND AND GRAVEL 102" - REFUSAL WATER FOUND AT 102" - NO RUST FOUND LOT 4 - JANAURY 18, 1990 - TEST HOLE 10 0" - 26" - TOP AND SUBSOIL 26" - 80" - SILTY COARSE SAND AND GRAVEL 80" - REFUSAL NO WATER FOUND NO RUST FOUND DEPTH OF PERC: 60" RATE OF PERC: 8 MIN/INCH TEST HOLE 8 0" - 24" - TOPA ND SUBSOIL 24" - 108" - SILTY COARSE SAND AND GRAVEL 108" - REFUSAL WATER FOUND AT 102" NO RUST FOUND DEPTH OF PERC: 62" RATE OF PERC: NO GOOD TO SLOW DR O WN ENVIR ONMENTAL SER VICES P.O. BOX 263 REHOBOTH, MA 02769 508-252-6274 PAGE 2 STURBRIDGE ESTATES LOT 5 - JAN. 18, 1990 - TEST HOLE 9 0" - 26" - TOP AND SUSBOIL 26" - 108" - COARSE SAND AND GRAVEL WITH TRACE SILT 108" - REFUSAL NO WATER FOUND NO RUST FOUND DEPTH OF PERC: 54" RATE OF PERC: 5 MIN/INCH LOT 6 - JAN. 18, 1990 - TEST HOLE 11 0" - 24" - TOP AND SUBSOIL 24" - 88" - TIGHT COARSE SAND AND GRAVEL TRACE SILT 88" - REFUSAL NO WATER FOUND NO RUST FOUND DEPTH OF PERC: 48" RATE OF PERC: 6 MIN/INCH LOT 8 - JAN. 18, 1990 - TEST HOLE 12 0" - 26" - TOP AND SUBSOIL 26" - 76" - TIGHT COARSE SAND AND GRAVEL, TRACE SILT 76" - 108" - COARSE SAND AND GRAVEL WATER AT 76" NO RUST FOUND DEPTH OF PERC: 52" RATE OF PERC: 5 MIN/INCH LOT 9 - JAN. 18, 1990 - TEST HOLE 13 0" - 28" - TOP AND SUBSOIL 28" - 86" - COARSE SAND AND GRAVEL TRACE SILT 86" - REFUSAL NO WATER FOUND NO RUST FOUND DEPTH OF PERC: 50" RATE OF PERC: 6 MIN/INCH DROWN ENVIRONMENTAL SERVICES P.O. BOX 263 REHOBOTH, MA 02769 508-252-6274 PAGE 3 STURBRIDGE ESTATES LOT 11 - JAN. 17, 1990 - TEST HOLE 2 0" - 28" - TOP AND SUBSOIL 28" - 132" - SILTY COARSE SAND AND GRAVEL 132 - REFUSAL NO WATER FOUND NO RUST FOUND DEPTH OF PERC: 60" RATE OF PERC: 9 MIN/INCH Y LOT 12 - JAN. 17, 1990 - TEST HOLE 3 0" - 32" - TOP AND SUBSOIL 32" - 144" - SILTY COARSE SAND AND GRAVEL NO WATER FOUND NO RUST FOUND DEPTH OF PERC: 52" RATE OF PERC: 9 MIN/INCH LOT 13 - JANUARY 17, 1990 - TEST HOLE 5 0" - 30" - TOP AND SUBSOIL 30" - 140" - SILTY COARSE SAND AND GRAVEL NO WATER FOUND NO RUST FOUND DEPTH OF PERC: 77" RATE OF PERC: 6 MIN/INCH LOT 14 - JAN. 18, 1990 - TEST HOLE 7 0" - 32" - TOP AND SUBSOIL 32" - 96" - SILTY COARSE SAND AND GRAVEL 96" - REFUSAL NO WATER FOUND NO RUST FOUND DEPTH OF PERC: 56" RATE: NO GOOD TOO SLOW DROWN ENVIRONMENTAL SERVICES P.O. BOX 263 REHOBOTH, MA 02769 508-252-6274 ` PERCOLATION TEST RESULTS LOCATION: STURBRIDGE VILLAGE, ROUTE 106, MANSFIELD, MA OWNER: JESS REALTY TRUST DATES: FEBRUARY 6, & FEBRUARY 7, 1990 WITNESSED BY: SCOTT LEITE, HEALTH AGENT PERFORMED BY: KARL S. DROWN, R.S. LOT 3 TEST HOLE 28 (2/7/90) 0" - 26" - TOP AND SUBSOIL 26" - 84" - SILTY COARSE SAND AND GRAVEL WITH BOULDERS 84" - REFUSAL NO WATER NO RUST DEPTH OF PERC: 50" v LOT 7 TEST HOLE 27 RATE OF PERC: 6 MIN/INCH (2/7/90) 0" - 26" - TOP AND SDUBSOIL 26" - 80" - COARSE SAND AND GRAVEL, SOME SILT WATER @ 48" NO RUST DEEPHOLE ONLY ,-'LOT 10 TEST HOLE 15 (2/6/90) 0" - 26" - TOP AND SUBSOIL 26" - 80" - COARSE SAND AND GRAVEL, SOME SILT 80" - 128" - TIGHT SILTY GRAVEL WATER @ 88" NO RUST DEPTH OF PERC: 56" RATE OF PERC: 5 MIN/INCH LOT 14 TEST HOLE 14 (2/6/90) 0" - 34" - TOP AND SUBSOIL 34" - 126 COARSE SAND AND GRAVEL, SOME SILT ,-WATER @ 48" RUST LINE - 32"-48" DEEPHOLE ONLY DROWN ENVIRONMENTAL SERVICES P.O. BOX 263 REHOBOTH, MA 02769 508-252-6274 PAGE 2 STURBRIDGE ESTATES LOT 15 TEST HOLE 17 (2/6/90) 0" - 28" - TOPA ND SUBSOIL 28" - 108" - COARSE SAND AND GRAVEL, TRACE OF SILT 108" - REFUSAL NO WATER NO RUST DEPTH OF PERC: 56" RATE OF PERC: 6 MIN/INCH LOT 16 TEST HOLE 18 (2/6/90) 0" - 24" - TOP AND SUBSOIL 24" - 86" - COARSE SAND AND GRAVEL WITH TRACE OF SILT 86" - REFUSAL NO WATER NO RUST DEPTH OF PERC: 52" RATE OF PERC: 7 MIN/INCH LOT 17 TEST HOLE 19 (2/6/90) 0" - 24" - TOP AND SUBSOIL 24" - 128" - TIGHT SILTY SAND AND GRAVEL 128" - REFUSAL NO WATER NO RUST DEPTH OF PERC: 60" RATE OF PERC: 18 MIN/INCH LOT 18 TEST HOLE 20 (2/6/90) 0" - 28" - TOP AND SUBSOIL 28" - 120" - TIGHT SILTY SAND AND GRAVEL 120" - REFUSAL NO WATER NO RUST DEPTH OF PERC: 48" RATE OF PERC:19 MIN/INCH DR 0 WN EN VIR ONMENTA L SERVICES P.O. BOX 263 REHOBOTH, MA 02769 508-252-6274 PAGE 3 STURBRIDGE ESTATES LOT 19 TEST HOLE 21 (2/6/90) 0" - 28' TOP AND SUBSOIL 28" - 84" - SILTY SAND AND GRAVEL i WATER @ 54" NO RUST DEEP HOLE ONLY LOT 20 TEST HOLE 22 (2/7/90) 0' - 22" - TOP AND SUBSOIL 22" - 40" - SANDY MIXED CLAY 40' - 108" - CLEAN COARSE SAND AND MEDIUM GRAVEL WATER AND RUST @ 28" DEEP HOLE ONLY LOT 24 TEST HOLE 26 (2/7/90) 0" - 26" - TOP AND SUBSOIL 26' - 80" - COARSE SAND AND GRAVEL, WITH TRACE SILT 80" - REFUSAL NO WATER NO RUST DEPTH OF PERC: 42" LOT 25 TEST HOLE 25 RATE OF PERC: 3 MIN/INCH (2/7/90) 0" - 20" - TOP AND SUBSOIL 20" - 80' - SILTY COARSE SAND AND GRAVEL WITH BOULDERS 80" - REFUSAL NO WATER NO RUST DEPTH OF PERC: 44" LOT 27 TEST HOLE 24 RATE OF PERC: 13 MIN/INCH (2/7/90) 0" - 30" - TOP AND SUBSOIL 30" - 88" - COARSE SAND AND GRAVEL WITH TRACE SILT 88" - REFUSAL WATER @ 80" NO RUST DEPTH OF PERC: 58" RATE OF PERC: 2 MIN/INCH DROWN ENVIRONMENTAL SERVICES P.O. BOX 263 REHOBOTH, MA 02769 508-252-6274 PAGE 4 - STURBRIDGE ESTATES LOT 28 TEST HOLE 23 (2/7/90) 0" - 24" - TOP AND SUBSOIL 24" - 128" - COARSE SAND AND GRAVEL WITH TRACE OF SILT 128" - NO REFUSAL /WATER @ 100" NO RUST DEPTH OF PERC: 44" RATE OF PERC: 4 MIN/INCH LOT 29 TEST HOLE 16 (2/6/90) 0" - 30" - TOP AND SUBSOIL 30" - 120" - COARSE SAND AND GRAVEL, TRACE OF SILT WATER @ 108" NO RUST DEPTH OF PERC: 56" RATE OF PERC: 2 MIN/INCH RETENTION AREA ( REQUESTED BY JAY ZOLA) WATER TABLE READING 32 INCHES (2/7/90) ENGINEERING CG.. INC. CLIENT: JL-SS SITE LOCATION: MAIL ADDRESS: Drainage Studies • Percolation Tests Sewage Disposal Plans • Topographical Surveys Wetland Filings • Land Court Surveys • Site Plans • Residential and Industrial Subdivisions REPORT OF SOIL EXAMINATION ENGINEER: [V Ott INSPECTION BY: ar(TT LLVV� SOIL LOG: L Test Hole # �J'hL 2s5`�l"32° AKtAi16N AodO -Ice uitjTNC TI 07 Ground water depth;,,;Np Test Hole # Ground water depth: Test Hole #. Ground water depth: Test Hole #,. Ground water depth: Percolation Test Data: Test Hole # Depth: Rate: Recommendations: Town Water Available ( ) DATE: t o -- A TEL. NO.: Test Hole # Ground water depth: Test Hole # Ground water depth: Test Hole # Depth: Rate: ENGINEERING GO., INC. CLIENT: JOSS r SITE LOCATION: 5i Drainage Studies • Percolation Tests • Sewage Disposal. Plans • Topographical Surveys Wetland Filings • Land Court Surveys • Site Plans • Residential and Industrial Subdivisions REPORT OF SOIL EXAMINATION vST' DATE: to - 4 )('IL: (U-T 7) MAIL ADDRESS: TEL. NO.: ENGINEER: P-A�-PO -T- INSPECTION BY: SCcY t_E CC SOIL LOG: U:� ; 'LY3 Test Hole # t Test Hole # Z- Test Hole 0-3G.` T'o.7 ;` SUr:35o\1,. 0-$2" -TOP � SVRSotL. 3�-% S'iLTy sAFJn 3y"��?" 511.1y SAh/D qwD r2r AVEL- Ground water depth;84," Ground water depth:`(" mlvc 0-so" oKIDE0 S(,*" Test_ Hole # Test Hole #! Ground water depth: Ground water depth: Percolation Test Data: Test Hole # t Depth: S�" Rate: IZ M+Nf +JCia Recommendations: Town Water Available ( Ground water depth: Test Hole # LL Ground water depth: Test Hole-# Depth: Rate: TO-,,-S OF j,pNSFIELD PB.RCOLIiION _EST REPOFT BOLRD OF RE LTH ^ r ` " OW,NER/BUILDEP j'I� �v✓;. fj ` PERC NO.C� f STREET ?>> d- t�C � SUBDIVISION �?i �L4%j --LOT WITNESS BY PERFORMED BY COY-MENTS H H H > Hz h H > r-1 v: r ro n C Z 3 3 ❑ - =T C N � I m w e N CL m n m m w N k % m i-` o •` O� a -� rn �' E E w w CL- m m m m m hi c� 0 ea . F; p FJ H 0 w H w I+ rt F+ rt m c� rt rt F r rt m �n �m C m w� 4 n m w ro H rt H H rt m a m wn. w cwi aµo rmr�I N tt x m rt N H B V] N fn CR' N H H H m rt H rt H O H. O rt Fes' m m I-fi H w m m rt ' rt rt rt rt I I I c,� E E f PERC NO.go" STREET �" OWNER/BUILDER�_�'y��a'=t�•e SUBDIVISION ��?d':i� {„SLOT WITNESS BY �r PERFORMED BY COMMENTS `pJ c cs M O z C r :E: P= > C N r- C H• A h_• W Y-_ N ~ C r' r N C Q; �C C V G� W N P-• � - N C •,•• Q� A N C a H H r w m N X X rt m m m a r F- rt F� a m rt ? N o r rt z a 0 p up•' a v v v v C C rt C� G �D N W rt H w t7 H W rt r• m w w K m r r• � r n tld Pi w \ rt \ f0 p w W `C w cn ro t n m n N N N rt H rt a N 0 o n m rt N rt rt o cn m n t r o � rt rt rt rt Z •• m N H PS � r- �t,1 v5) LL ^\\ C 'V N� T01,N OF ? _ SFIELD PERCOLLTION TEST P..S.POET BOJ,= OF HEfiLTH PERC N0Z _ STREET G f vl[n�i_ -f�[ OWNER/ BUILD S f �`i✓r L� C 1•'— SUBDIVISION �Yu� y7J �` /��2j LOT z WITNESS BY �- 00 7 r= PERFORMED BY COMMENTS r- r--, n n C z = v>> - z z z c: c � r _ 1^ r— N wry tom. N rt V• LL W V• G. m w m X x mFl rt w r rt R w o E� Fl r r w H w F+• rt F'• rt" H H rt rt r r rt pa w vi G H. m r 0 r ol H. rt E pam F, r fD rt \ Fl m n n .. G m rt. Oµo < m M N' o F' o N H 5 cn N cn C7 7' C C m rt r n n o�S ) r r µ m K K H. o I 1 pE?,C `0.! � � �"��=:��rr�`'t •��_ Owe\L—'.31�3t;=. �=u-`..•—•,i�Y�.,�r�y�i ' ✓i^''^— S�.,DI�'iS-O.� rrrnn.f N7 7 Commonwealth of Massachusetts Town of Mansfield Soil Suitability Assessment for On -site Sewage Disposal Fee S 150.00 ❑ New ❑ Office Review Soil Survey published 1978 Soil limitations Site Number Publication scale 1:20,000 Sod Map Unit Drainage Class Surficial Geologic Report not available. Geologic material Landform Flood Insurance Rate Map: ❑ Above 500 year ❑ Within 500 year ❑ Within 100 year flood boundary. Wetland Area: National Wetland Inventory Map (unit) Wetlands Conservancy Program Map (unit) Current Water Resource Conditions (USGS) Month Range: ❑ Above Normal ❑ Normal ❑ Below Normal 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 CW 15.017. Scott Leite Date On -site Review Location Date Page — of Land use Landform Slope Vegetation Surface stones Possible wetland Drinking well_ Property line Distance from: Openwaterbody_ Possi Drainage way_ Deep Observation Hole Log Test Hole Number Parent Material Depth to bedrock _ Depth to GW i`U material Cl F1,1 [] weep o Seep 0 Perched 0 Wet Soil [I High 0 Low 0 Drip D stm— ereaSm U ��S; —cot-or GW' ------- - Modirleti Test Hole Number Parent Material Depth to bedrock Depth to GW 0 Flow C] W,,p o seep 0 Perched El Wet Soil 0 High 0 Low 0 Drip . �.-- Z-- 0....... -- I II.—h vv.+"r Nnfe.p Percolation test VULVI MILM LAV. .v �ml- 1. - ---.1--, _... ... - .... -Test Hole - -TH Method used TH TH Depth of Pere Depth observed standing -Depthmcepmg ..... . Begin Presoak Depth to soil mottles End Presoak Index Well Time at 12" # I Berry School .#,2-CAbert Street... - - 6" # 3 Fruit Street Time &'-6'� well Rate MINAN Index Well Level_ Less: Index well high Adjustment facto Site Level Less: Adjustment Factor A djustment E2undwater 77- Perc No. 93� _ St Subdivision�%��aR^�i%>� Owner/Bui lder_llrL Performed by-;�'?u,", Date z- it Witness by Scott Leite, Health Agent NOTES: OIL DESCRIPTI N: TEST HOLE NUMBER Z Groundwater — TYPE. CONSISTENCY: DRAINAGE: Top eV(3 / = — Loose o Excessive _-_ Fill �� Friable o well _-_ Outwash Firm o Moderate _-_ Stratified Drift - Cemented mLoer - Ice Contact Deposit _ Ablation Till _-_ Basal Till _-_ Restrictive Layer Refusal ! Bottom S-RUCTJRE: y anular Blcckv C Prismatic Platy MOTTLING: o Few o Commcr. C-- an y o Faint o Distinct I` a--PT-omine,.r i U�ii 1C Z _ SOIL IIE CRI=TICK: TEST HOLE "IInC=F Z Z Grcundwater TYPE' OPlSISTE`!C'(: CRAIN A -: (Z- L GC Loose a -- - E::cess ive I� Filj S_._i Frla^ulc 0 We„ Outwasr., Firm �. Njcc=?'at= - _'— - Stratified Drift -- Cemented c—flc r — Ice Contact Deccsi., -IZti, Fblaticn Til' - RUCTL. E: -_ Basal T1' o Grua iar _-_ Restrictive Layer zicc l Refusal c Pris-,atic — Bottom o plat", PERCOLATION TEST' TH ZZ rc: (i7 " lc�' Startak IjZ, 7jZ; jak 176'")ch WTHZIA Min/inch MD-TLING: C ,ew c Faint C Ccmmcn c Distinct C.-M-eny s€"rani vent -.VUP:UwA � tH Hu�uo i ^ice , c #1 Berry School (St Drft) o #= Gilbert Street (Ao Till) c #3 Gilbert Stree (O"1/Perm'- o #4 Fruit Street (CM /Sea Reading Date: ADJUSTMENT FACTCRI.NG: INDEX WELL LEVEL Less: Index high Adjustment Facto; SITE LEVEL Less: Factor ADJUSTED GROUNDWATER Commonwealth ofMassachusetts Town of Mansfield Soil Suitability Assessment for On -site Sewage Disposal Fee S 150.00 ❑ New ❑ Office Review Soil Survey published 1978 Soil limitations Site Number - Publication scale 1:20,000 Soil Map Unit Drainage Surficial Geologic Report not available. Geologic material Landform Flood Insurance Rate Map: ❑ Above 500 year ❑ Within 500 year ❑ Within 100 year flood boundary. Wetland Area: National Wetland Inventory Map (unit) Wetlands Conservancy Program Map (unit) Current Water Resource Conditions (USGS) Month Range: ❑ Above Normal ❑ Normal ❑ Below Normal Other References reviewed: Summary T1t Tt, 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 site Review use Location Distance from: Open water body Date -411q I q5 Page _ of Landform Surface stones Slope Possible wetland _ Drainage way _ Drinking well — Property "Be Deep Observation Hole Log Test Hole Number Parent Material Depth to bedrock L Depth to GW (A leap 5, P� , 0-wet Sod 0 Depth of naturally occurring pervious material .,i riv n creasine DD=wsing 9 - 5, 1 --/ Test Hole Number Depth to bedrock Depth to GW "ow El WeeP 11 S�P 0 Pached [1 wet so" Parent Material �0-ffigb 0 Law 0 Drip Deoth of naturally occuring pervious material �.—A., n n nM:R1asina Deptlilsur- ..... . R ..... . .. .. Texture color Motor tong-- ... Q ---onsistanee ......... .. .. ....... GW ..... ........... -Modifiers .. . ........ 0 '7 6 6,--'l A V f �o/ . .. I vftfae Percolation 'I st Test Hole -' -TA 17 P1 7��) Method used TA TH Depth of Perc (1 Depth observed standing Depth Weeping Begin Presoak 16 Depth to soil mottles End Presoak Index Well Time at 12" 7" ff I Berry School # 2,Gdbert Sued 3 Fruit Street Time (9"-G� Z) V --USCYS well Rate MINAN -7 � NT Immm MN Index Well Level- ....... Less: Index well high Adjustment factor Site Level Less: Adjustment Factor Adjustment groundwater TOWN OF MANSFIELD SO!!- TEST REPORT BOARD OF HEALTH Perc No. 99--- Street k A Owner/Builder227 SubdiviLot = Performed by -�?kw\--- S Z "1 , 1 9 ;j Z-" ToP eW�Zlc'— _- Fill _- Outwash _-_ Stratified Drift Ice Contact Deposit Witness by Scott Leite, Health Agent NOTES: ER �V-1 Groundwater CONSISTENCY: DRAINAGE: - Loose o Excessive 4— Friable o Well _-_ Firm o Moderate Cemented a Pocr - Ablation Till STRUCTURE: Basal Till o Granular _-_ Restrictive Layer C>161ocky Refusal c Prismatic Bottom c Plat; MOTTLING: o Few o Faint o Common o Distinct Q—Many a—PT'ominant (/1 Lb r, OIL DESCRIPTION: TEST HOLE NUMSER Z 2. Groundwater TYPE: CONSISTENCY: DR.4TN,(GE: ( - Top a 4 6� " w2 ,3c Z Loose o Excessive _- Fill Friable o We'1 _-_ Outwash Firm o Mccerate _- Stratified Drift 'Cemented c� Pccr Ice Contact Deoosit -/'Z �, Ablation Till _-_ Basal Till Restrictive Layer Refusal Bottom PERCOLATION TEST STRUCTURE: o Granular Z_@-1 o c x y o Prismatic o Platy THL-2%i I H L u I Depth of Perc: Start presoak',] t j End Presoak rz, > z, >� Time at 12" 6' Time Rate Min/inch 15, MOTTLING: 24 C Few c Faint �:.. c Common c Distinct r.4ftny &--r"rominentI :KUUNL"WH i Cr( HUJUO I N=!A I o #1 Berry School (St Drft) o #2 Gilbert Street (Ab Till) o #S Gilbert Street (0'W/Perm1 o #4 Fruit Street (OW/Seas) Reading Date: ADJUSTMENT FACTORING: INDEX WELL LEVEL Less: Index high Adjustment Factor SITE LEVEL Less: Factor ADJUSTED GROUNDWATER TOWN OF MANSFIELD SOIL TEST REPORT BOARD OF HEALTH/ Perc No. 9 - Stree Owner/Builder Subdivision PA, V ram"-- Lot Performed by Date,199 Z-- Repair Witness by Scott Leite, Health Agent NOTES: 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: _-_ Basal Till o Granular - Restrictive Layer o Blocky - Refusal o Prismatic Bottom o Platy MOTTLING: _- o Few o Faint o Common o Distinct o Many o Prominent 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: - Basal Till o Granular Restrictive Layer o Blocky _ Refusal o Prismatic _- Bottom o Platy 'ERCOLATION TEST TH-L Depth of Perc: TH' ?Z Start presoak `' i 2', d End Presoak z'7-0 Time at 12" 9 " 6" Time (9"-6") Rate Min/Inch �� O vD MOTTLING: _- o Few o Faint o Common o Distinct o Many o Prominent i F(UUNUWH I t:N HUJUJ I FIGIN 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 FACTORING: INDEX WELL LEVEL Less: Index high Adjustment Factor SITE LEVEL Less: Factor ADJUSTED GROUNDWATER PERC ADDRESS SUBDIVISION �� Yam- /3 e^ )WN OF MANSFIELD, MASSACHUSETTS 50 West Street, Mansfield, MA 02048 PLICATION FOR ON -SITE SEWAGE TESTING FEE $75.00 LOT NO. � ADDRESS_ 1_7l CITY APPLICANT CITY STATE Lk STATE ENGINEER ){ y A � TELEPHONE % - ?� f ADDRESS ` .J U �yl C j G7 CITY t l (/(,4/,) - 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 TOWN OF MANSFIELD, MASSACHUSETTS 50 West Street, Mansfield, MA 02048 APPLICATION FOR ON -SITE SEWAGE TESTING PERC NO. I �fJ FEE $75.00 DATE a ' PERC ADDRESS jq C1,PE:r( eo SUBDIVISION. y2n/�� -�- 1 LOT NO.' / OWNER_ \\�S((S Il f�� F/'WSJ TELEPHONE S39—h 70 9 ,U ADDRESS , aQj< quz H' CITY_0fl STATE !%ff APPLICANT �V l { (3 /t TELEPHONE _ X J—b ADDRESS S}?j`��(f�� CITY STATE ENGINEEF _ TT� F Q- �� / �5 TELEPHONE_ 33 �/ 3 %3 ADDRESS /2b' �—� /!yj/yff CITY ffl#I4,61, Z/ STAT E%/% 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 I SOIL TEST REPORT Owner/Builder BOARD OF HEALTH Lot 7 �� Performed by Vt"' TOWN OF MANSFIELD Perc No. 9 St Subdivision_ Date �6 ,199 Z- Repair Witness by Scott Lei(t?e, Health Agent J NOTES: ( OG tAJ6Vte, - — SOIL DESCRIPTION: TEST HOLE NUMBER Groundwater 1 0 TYPE: CONSISTENCY: DRAINAGE: - Tep and -Sub t-QCA- - -_ Loose o Excessive Fill Friable o Well _- Outwash - Firm o Moderate _-_ - Stratified Drift - Cemented o Poor - Ice Contact Deposit/TEG )Iai -_ Ablation Till STRUCTURE: MOTTLING: _- Basal Till o Granular o Few o Faint 5�) Restrictive Layer'S((,r) o Blocky 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 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 q-2>0-9L 10-1-gz- ?ERCOLATION TEST _ T � 1 Depth of Perc: I� TH % Start presoak End Presoak 0 ; l � �j Z Time at 12" Time (9"-6") ro Rate Min/Inch GROUNDWATER ADJUSTMENT o #1 Berry School o #2 Gilbert Street o #3 Gilbert Street o #4 Fruit Street Reading Date: ADJUSTMENT FACTORING: INDEX WELL LEVEL Less: Index high (St Drft) (Ab Till) (OW/Perm) (OW/Seas) Adjustment Factor SITE LEVEL Less: Factor ADJUSTED GROUNDWATER Commonwealth of Massachusetts Town of Mansfield Soil Suitability Assessment for On -site Sewage Disposal Fee $150.00 ❑ New ❑ Office Review Soil Survey published 1978 Soil limitations Site Number - Publication scale 1:20,000 Soil Map Unit Drainage Class Surficial Geologic Report not available. Geologic material Landform Flood Insurance Rate Map: ❑ Above 500 year ❑ Within 500 year ❑ Within 10o year flood boundary. Wetland Area: National Wetland Inventory 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 I 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. Wetlands Conservancy Program Map (unit) Range: ❑ Above Normal ❑ Normal ❑ Below Normal Scott Leite Date On -site Review Location Date 16 - (1 -12 Page --of Land use Landform Vegetation Surface stones Slope Distance from: Open water body Possible wetland _ Drainage way _ Drinking well _ Property fine Deep Observation Hole Log Test Hole Number ) Parent Material I tt L, Depth to bedrock n nna material ._r__._____ _.- , Test Hole Number Parent Material ' 1 ` Depth to bedrock Depth of naturally oceuring pervious material nnnrh/sun I Hrzu I Texture Color Depth to GW C>� d�qow 0 Weep 0 Seep 0 Perched 0 Wet Sod & igh 0 Low 0 Drip Depth to GW 0 8-if ow 0 weep 0 Seep 0 Perched 0 wet Soil O-Ahg,h 0 t.ow 0 Drip - r__ a______= r !_L "I-♦-- Nntnc Percolation test verC.r u. wnl.on ='J= v=r«u....... u. - .. ____ -- Test Hole ':: -TH Method used _.... TH TH Depth of Perc dal Depth observed standing Depth weeping ....... ....11 . Begin Presoak p.02— 1 ; Depth to soil mottles _ -End Presoak. j Index Well Time at 12" I'r21 0? # 1 Berry School _. # 213ilbert Street._ 6 _Z t 1 c # 3 Fruit Street ..__..... Tame 01, # __-USGSWelI Rate MIN/IN I n s Index Well Lever_ Less: Index well high _..._ Adjustment factor Site Level c — - Less: Adjustment Factor — — -- A 'ustment )undwuter - - PER DATE TOWN OF MANSFIELD, MASSACHUSETTS 50 West Street, Mansfield, MA 02048 APPLICATION FOR ON -SITE SEWAGE TESTING APPLICATION NO. - FEE $75.00 PERC ADDRESS J 42 — 1 �1// SUBDIVISIONS LOT PIO. `zrn OWNER ✓S4 TELEPHONE ADDRESS , (J D �(�z CITY l�f 7LG STATE �/� -_ off APPLICMI'r K-W 2�6j 1[14—BFt, TELEPHONE ADDRESS_ ,, l /if (J�� CITY STATE ENGINEER �v� n TELEPHONE �J �� ADDRESS /Sty � dLl4 %1% CITY_ 0#Vff21e_ STATEWI I. 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 TOWN OF MANSFIELD, MASSACHUSETTS 50 West Street, Mansfield, MA 02048 MEMORANDUM TO: Robert Swanson, Town Engineer/Director Department of Public Works FROM: Shaun Burke, Director of Planning and Development DATE: April 3, 1992 SUBJECT: Subdivision Drainage Issues: Tara Estates, Sturbridge Estates, Shannon Lane At the direction of the Mansfield Planning Board, I am respectfully requesting your assistance in analyzing drainage related issues in the above referenced areas. At a public hearing on the Tara Estates subdivision, held Wednesday, April 1, 1992, the Planning Board was informed by a number of abutters to the Sturbridge Estates and Tara Estates subdivisions that area residents are experiencing high groundwater related problems. It was a concern of some of the abutters that development of these adjacent parcels of land is effecting the groundwater elevations in the area and may be responsible for groundwater problems including wet basements and flooded yards in their neighborhood. After discussion of the issues with residents, the Planning Board directed me to request your assistance and the assistance of the Health Agent in ascertaining, to the best of the staff's ability, if the two subdivisions currently under construction may be the cause of the Shannon Lane groundwater problems. Please be advised that the Planning Board has continued the Tara Estates public hearing until April 15, 1992 at 7:30 P.M. The Board has requested that any information you may be able to provide be delivered to the Planning Department prior to April 15, 1992. April 3, 1992 Robert Swanson, Town Engineer/ Director Department of Public Works Page -2- If you have any questions, require information or clarification, or feel site walk is necessary, please contact SPB:tb cc: William F. Williams, Town Manager Planning Board Scott Leite, Health Agent Board of Health ✓ additional that a joint me.