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Home My WebLink AboutSoil Testing Results - 1491 TURNPIKE STREET 9/29/2004 BOARD OF HEALI'j-.t NORTH ANDOVER, MASS. 01845 978-688-9540 APPLICATION FOR SOIL TESTS DATE: -9 - Z a -O MAP&PARCEL: 1 0-1 R G S LOCATION OF SOIL TESTS: OWNER: Amex F -D(.4Nq I<<FsEL TEL.NO.: 9-/6- Cc,8!9 3 G 29 ADDRESS: 1491 iuzV�ie� ST��T ENGINEER: AEw1 �cPt(rtAfilO lCZctithcEfLl�CCf TEL.NO.: 979 -6-8&-1-766 CERTIFIED SOIL EVALUATOR:_?5ewrAt-itq C. os4wco 7e /?1amKt) C Intended use of land: Residential Subdivision Single Family Home Commercial` Is This: Repair testing `� Undeveloped lot testing Upgrade for addition In the Lake Cochichewick Watershed? Yes No THE FOLLOWING MUST BE INCLUDED WITH THIS FORM: 1. Proof of land ownership(Tax bill,deed,or letter from owner permitting tests) 2. Plot plan 3. Fee of 1425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of$360.00 per lot for repairs or up ades. GENERAL INFORMATION 1. Only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass.Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test,at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing,a scaled plan(no smaller than 1"-100')shall be submitted to the Board of Health showing tl location of all tests(including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A.Conservation Commission Approval: Date Received: Check Amount: Check Date: All,- 15(3 203.58 N/p S34*13'17"E p � o o 0 0 CQ 1491 TURNPIKE STREET i ASSESSORS MAP 107B, PARCEL 68 \ 138 50,200 SQ FT ,i i 128 lie 108 \ \ x—x—x—x—x rx—x—x—x—x— -- x x x\ x x -� x r•. I VFCMINS _.Lx_x-- DECK x 1 N/FN EXISTING THREE E BEDROOM HOUSE SILL EIEV. 102.69 11 ........... .. f 6B :a ;r.+.,,<: TES"` J2 5 i 718 o ° mLf) CQ 4B 68, ;.»:; as .;.; _..... ..._ ._ IA t 2Fr 2F3 18 200.00' S44°58'47"E 1:? TURNPIKE STREET Soil and Plant Nutrient Testing Lab 11/09/04 _ West Experiment Station University of Massachusetts Amherst,MA 01003 413.545.2311 http://www.umass.edu/plsoils/soiltest NOV 2 4 2004 1 I TEXTURAL ANALYSIS RESULTS Customer Name: New England Engineering Services Ben Osgood 60 Beechwood Dr North Andover, MA 01845 Sample ID: 60321 Customer Designation: 1491 Turnpike St N. Andover USDA SIZE FRACTIONS PERCENT OF WHOLE SAMPLE PASSING Main Fractions Size (mm) Percent Size (mm) Sieve # % Sand 0.05-2 ,0 66.5 Silt 0.002-0.05 30.6' Clay < 0,002 2.9 Total < 2.0 100.0 2.00 #10 74,7 Sand Fractions Size (mm) Percent 1.00 #18 69.7 0.50 #35 63.1 Very Coarse 1.0-2.0 6.7 Coarse 0.5-1.0 8,8 0.25 #60 53.7 Medium 0.25-0.5 12.6 Fine 0.10-0.25 21.3 0.10 #140 37.8 Very Fine 0.05-0.10 17.2 0.05 #270 25.0 66.5 0.02 20 um 13 .2 0.005 5 um 5.3 Silt Fractions Size (mm) Percent 0.002 2 um 2 .2 Coarse 0.02-0.05 15.8 Medium 0.005-0.02 10.6 Fine 0.002-0.005 4,2 30.6 USDA Textural Class = fine sandy loam COMMENTS: Gravel Content = 25.3% Page I of I Dellechiaie, Pamela From: Dan Ottenheimer[info@miliriverconsulting.com] Sent: Tuesday, October 12, 2004 12:45 PIVI To: amcbrearty@millriverconsulting.com; 'Pamela Dellechiaie'; Susan Sawyer Cc: 'Lisa LaVasseur' Subject: soils Sue and Pam, We are set for soil testing on 10/27 at 1101 Turnpike and 80 Patton Lane, ad 10/28 at 1491 Turnpike. � Dan Mill River coon su I t Daniel Ottenheimer,President Mill River Consulting Septic System Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 ww-w.rnillriverconsulting.corn dano(iz niillrivei-consulting.corii 10/12/2004 FORM 11 - SOIL LVALUATOR FORM Page 3 of 3 Location Address or Lot No. I`T 9/ t-Irr Di sf Determination -for Seasonal High Water Table Method Used: El Depth observed standing M observation hole................... inches ❑ Depth weeping from side of observation hole................... inches r „ Depth to soil mottles inches Vo_ T P,3 ❑ Ground -water adjustment ................... feet Index Well Number .................. Reading Date ................... Index well level ................... Adjustment factor ................... Adjusted ground water level ........................................................ Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes If not, what is the depth of naturally occurring pervious material? Certification I certify that on J,�kw Pr1'1 (date) I have. passed the soil evaluator 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. Signature Date Si g —, — DEP APPROVED FORM-12/07195 FORM 11.- SOIL EVALUATOR FORM Page 1 of 3 No. � Date: 111,23 .6 7. Commonwealth of Massachusetts A/or+k J.,&r- , Massachusetts Soil Suitabilitv Assessment for On-site Sewage Disposal Performed By: .....Re6ax A.....C.......0640AJ4.31r..................... Date: Witnessed By: ... t A r.ea...../ ...... Ce I. LL... �v ................ u� �► ...................................._._...........:. Lora(ion Address or I% q l PrA 91 K@ @+ Owner's Name, D1 La/ �� 1,�1 �[ y ALrrti /W ove ', )AA Address, I 1/�91 ,ur-I jp1Ke 6treea 1 Telepfarc/ / �JorJcj,� AtnJzder, M k 01eqS ew Construction ❑ Repair Office Review Published Soil Survey Available: No ❑ Yes Year Published ....]I.&.!. Publication Scale 1"15-1..� Q Soil Map Unit ... Drainage Class Well...... Soil Limitations ��.1�9.......:....................................................__....._.............,_......_ , Surficial Geologic Report Available: No PQ Yes ❑ Year Published Publication Scale _...n.....,. GeologicMaterial (Map Unit) .........................................................................................:.............................................. Landform. ......................................................................................................................................................................................:.......�_...... .., Flood Insurance Rate Map: Above 500 year flood boundary No ❑Yes Within 500 year flood boundary No El Yes ❑ Within 100 year flood boundary No ❑Yes ❑ Wetland Area: National Wetland Inventory Map (map unit) ........................................................................_..............:............ _.. .. Wetlands Conservancy Program Map (map unit) ........................................................................................... _._.. Current Water Resource Conditions(USGS): Month OG4-obe_ Range :Above Normal Normal ❑Belcw Normal ❑ Other References Reviewed: DEP APPROVED FORM-12107/95 FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. 9/ ortwi k On-site Review Deep Hole Number .. . .:: Weather Location (identify on site plan) .... e :::.. . . ..:::. . ....:.::..::..::.....:::::.:.:.::.:. .:..:.:.:...:.::.::..:.:........::.::::::::...:::.. Land Use :. eS.►... 04;p :::::..::::......:: Slope (%) ..-: ::®®. .. Surface Stones, ..: ......:.... . ..: Vegetation :. f' . 3.._::::::.:.::...:::.:.::::::.:.....:.:.:::.:::.::::.:.:::..: ..:......:.:...::..:..::::::,:::.::.:;.::::.::.:.::::::...:::::::::.::::.::::.:..:.:..:.::.::,...:..... :.:...... Landform -B-orw.fte .::......::..:.... .:.:..:. Position on landscape (sketch on the back) .. ck. 0�..: Distances from: Open Water Body feet Drainage way.-o7,5- :. feet Possible.Wet Area•..:.!q��..::: feet Property Line ...: :..::.::. feet Drinking Water Well feet Other :......::,.. DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) _ (Munsell) Mottling (Structure,Stones, Boulders,Consistency, % Gravel) 0 F d At R 6/.3 a a aL0 a V . . ,oy��1b 67YR6-I8 MINIMUM OF 2 HOLES REQUIRED-) DSED DISPOSAI AREA p � r Parent Material(geologic) 7°'cb_ let- D4 1.1.1 DepthtoBedrock: Depth to Groundwater: 'Standing Water in the Hole: 7 Weeping from Pit Face: Estimated Seasonal High Ground Water:_ DEP APPROVED FORM-12/07/95 r hO1Z1iI l - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot iio. - ��9P oyr✓I 01�R �+ On.-site Review Deep Hole Number . .. Date:...:®a. q Weather Location (identify on site plan) r a Land Use :..1 .�. .tcelI:::...::.:......:. Slope (%) ..:.. .l® . Surface Stones::: ..,.:;:..,:...:.: ..:.::..:::.... :..::. .:: :.....::... . ..: Vegetation Landform ,.Ao..f.:�!.�.e..:. :.::.:.:..:.:.:: ...........:::.::.::.::...::.... .. .....:.:::::::........:.::...::..:.:::::.:.::..:..::. ::...:.::.::.:..::.::..::..... .......::...... ..::::. ..:. Position on landscape (sketch on the back) Distances from: Open Water Body :�.� ..:... feet Drainage way.a ::::...— feet ' Possible',Wq Area ....... feet Property Line .:.:7 :.::. feet Drinking Water Well _16- . feet Other .....,, .....:.....,::.:...:..,.:..:.. DEEP OBSERVATION HOLE LOG` Depth from Soil Horizon Soil Texture Soil Color Soil Other Surf ace.(lriches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,Consistency, Gravel) 0>> 13 i� �; L �oyR pia r Ufa . ai - 3 - ll �YRg16 P-.-36 6 (OYR�la 5L ��1 �y6/a MINIMUM OF 2 HOLES REQUIRED �10SED DISPOSAC AREA Parent Material(geologic) bl `®w T;U DepthtoBedrock: Depth to Groundwater: 'Standing Water in the Hole: I I Weeping from Pit Face: Estimated Seasonal High Ground Water:_. 30 3 0 DEP APPROVED FORM-12(07/95 ;FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. On.-site Review Deep Hole Number ..:; ..,::.: Date:.. .: ..:. Time:.::..-:®0,. Weather .f..qt.5' Location (identify on site plan) .:..h . :::::.:.:.:...:...:.::.::.....:.: Land Use ::..::.. .:::. �n :�:::::....::._..::: Slope (%) ..:. .°l'a.. Surface Stones Vegetation ,:: :t' s ..:.:.:.:.:;.:.:...: :: .. .._ ...... ........... ..... Landform Position on landscape (sketch on the back) Distances from: Open Water Body : . :.:.., feet Drainage way.a feet Possiblevet Area .. N..:....:.: feet Property Line .:.: ?.::,,.:., feet Drinking Water Well :>:I :::. feet Other .....:. :,..........w A..:..,..,::.. DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color -Soil Other Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,Consistency, Gravel) SL S 5YR 3q yS 57 y Y � YPI MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL A Parent Material(geologic) .Awa+l oh DepthtoBedrock: Depth to Groundwater: 'Standing Water in the Hole: Pj��( Weeping from Pit Face: (w il Estimated Seasonal High Ground Water:-- DEP APPROVED FORM-12(07/95 Town of North Andover, Massa( setts Form No. 1 NORTH BOARD OF HEALTH �tiO / s 19 o �R 7! APPLICATION FOR SITE TESTING/INSPECTION 7q A�RAiE�PPa,�(y Is, CHUS� Applicant NAME / ADDRESS TELEPHONE Site Location Engineer NAME / ADDRESS J TELEPHONE Test/Inspection Date and Time ', ��, C ems'� `l a l A A E'er CHAIRMAN, BOARD OF HEALTH Fee Test No. S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. t NORTH 014 978-688-9540 APPLICATION FOR SOIL TESTS DATE: MAP &PARCEL: LOCATION OF SOIL TESTS: . .. . � OWNER: TEL.NO.: ADDRESS. ENGINEER: d`,o- :_.,F .,,�� ' .�w, � ._ ;a �a�.;Fr� N TEL. NO.: CERTIFIED SOIL EVALUATOR: Intended Use of Land: Residential Subdivision �,,,S ngle Family Home Commercial Repair Testing: .,,. Undeveloped lot testing: THE FOLLOWING MUST BE INCLUDED WITH THIS FORM 1. Proof"of land ownership (Tax bill, or letter from owner permitting test) 2. Plot plan 3. Fee of$275.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of$75.0 0 per lot for repairs or upgrades. GENERAL INFORMATION 1. Only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass. Registered Sanitarian and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan(no smaller than I"-100') shall be submitted to the Board of Health showing the location of all tests (including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. 2 Please Do Not Write Below This Line - N.A. Conservation Commission Approval: Date Received: Check Amount: Check Date: I Town of North Andover, Massacl ms Form No. 1 OF p1ORDTH qti BOARD OF HEALTH SS 6 o m & A CO P R `° °° APPLICATION FOR SITE TESTING/INSPECTION SSACHUS�� Applicant NAME ADDRESS TELEPHONE � ! Site Location / ;�° l� a Engineer_ -!` tj ,„j NAME ADDRESS TELEPHONE Test/Inspection Date and Time / _ 10 C94� f ? CHAIRMAN,BOARD OF HEALTH Fee_ i / Test No. � S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. RE.-A" BOARD OF HEALTH TEL. 6$5-9540 NORTH a 01 MAY 1 1999 IJQI1_fF1 AN47Wt A APPLICATION IL TESTS DATE: i" ►�,y �,`�l LOCATION OF SOIL TESTS: Assessor's map & parcel number: t u 1C ?.Z2 LOT' OF-> OWNER: Q� SY, K.�� i� TEL. NO.: 9-1 (� ADDRESS: ter'S I ENGINEER: TEL. NO,: CERTIFIED SOIL EVALUATOR: Intended use of land: residential subdivision, ' la faMes ome commercial Repair testing X, Undevq oped ing N. A. Conservation Commission Approval: THE FOLLOWING MUST BE INCLUDED WITH THIS FORM: 1. Proof of land ownership (Tax bill, deed, or letter from owner permitting tests) 2. Plot plan 3. Fee of 2 5,00 per lot for agA construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of$75.00 per lot for repairs or 4ap rades. GENERAL INFORMATION 1, Only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass, Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. 5, Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan (no smaller than V-1 shall be submitted to the Board of Health showing the location of all tests (including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted, r 1 ail V 6 I 1166,61 MN OF NOR-I!I UO,ARGI r MAY 19 1999 NOWN MR AR i iAOM f , i U L(� -- �r� � 1 r � 7 fr , C r J ; r a_V' ` CT etc i .•>4 s`,'. -- Z, t i C , ros-C3z ysY %3 - I Y ppI I I I II I I ,t I Sr �iTt l j f t • , t S, � ; it,�s� ��i , i 1 VP 0 DATE LOCH =—F-,C 0 L�T 10 N T ES,T 0 T7 0 N I D rEP TH, OF 7-ER C i ES T: -- A c 4%,2 e-,2-s 7- —,,1 r-,L s c r,I L-) TIME 0 T 11 ry I E —1 1 TIME n.,T T I M E -^*,T E T I v 1 EE —Q TED NE"-\"T El,"',y T ivI E TIME AT FF r ro �r t U