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Home My WebLink AboutSoil Testing Results - 69 OAKES DRIVE 3/8/2004 r BOARD OF HEALTH ' e � NORTH AN DOVER, MASS. 01845 978-688-9540 APPLICATION FQR SOIL TESTS DATE: C) `"O/ MAP&PARCEL. c��a LOCATION OF SOIL TESTS: Oa.ke Ss Nkye OWNER: /'A t e Cal~ TEL.NO.: ADDRESS:„q 0,,Ke5 06ve- ENGINEER:AJe( .) Eli„LU ( e- �`„ ir��„ PS TEL. NO.:. CERTIFIED SOIL EVALUATOR: ey�.uu�; C, 0 °I-r Intended use of land: Residential Subdivision angle 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 1360.00 per lot for repairs or upgrades, GENERAL INFORMATION 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. C. Within 45 days of testing,a scaled plan(no smaller than 1"-100')shall be submitted to the Board of Health showing t 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 App royal: d� °��„;„ �" �a '�� ° �"°�� t d'�t,. 4Q.� 4��s.�(,4` . �.° it, FcAt Date Received: W Check Amount: Check Date: , ,�'�`"`� e yro 75 Gate d V,p ( 1k Ix • fig' B �� ;a".f' ..._- Gx�B"k/atet LvrQ ,lZo,�3 /rtdrea.Z�e`, :5tafte .sue, 5°� V• ,,,t 4 /2CP�racr� Lc' C�rotrtu c�cc�'tq � * • '� '`., be cvns�' ucte� inside drrxirrQ�c'`,5, 0 . 't ellSCtttBK� �! 'lj '• 6 ` a3C'r77Erz Z� for 'I `t � v� - 0 i 1 i \ [ ` j' _ 182 -__ �♦I it , t t 53-7054/2113 6474 NEW ENGLAND ENGINEERING SERVICES, INC. 887607675 60 BEECHWOOD DRIVE PH. 978-686-1768 NORTH ANDOVER, MA 01845 DATE 3 PAY TO THE °'�'// /]L d !►//1/'/� W ORDER OP (1✓tX iy Co S l Y h !-err Ss DOLLARS a Bankn®rth • 370 Main Street ° Worcester,MA 01608 Massachusetts MEMO PIP `— —.5 C_—' _NP . l. 2 L & 370545i■ 887807675u 6474 De,ieChiaie, Pamela From: Dan Ottenheimer[info @milI rive rconsulting.com] Sent: Thursday, March 11, 2004 3:08 PM To: 'Pamela Dellechiaie'; 'Susan Sawyer' Subject: RE: 69 Oakes Drive Soil Test App. Daniel Ottenheimer (info @millr... Pam and Sue, I will not schedule this soil test until I hear otherwise from you or Conservation Commission folks. Dan 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 www.millriverconsulting.com info @ millriverconsulting.com -----Original Message----- From: Pamela DelleChiaie [mai Ito:pdellechiaie @townofnorthandover.com] Sent: Wednesday, March 10, 2004 11:02 AM To: Daniel Ottenheimer(E-mail) Cc: Sawyer, Susan Subject: FW: 69 Oakes Drive Soil Test App. Hi Dan, Would you review Alison's concerns please? The application went out in the mail this week. You should getting it today if not already. Let us know how to proceed once you look it over. Thank you. Pam -----Original Message----- From: Sawyer, Susan Sent: Wednesday, March 10, 2004 10:59 AM To: DelleChiaie, Pamela Subject: RE: 69 Oakes Drive Soil Test App. Did you forward this to Dan already. If not, would you please? I didn't want to send it twice. Susan -----Original Message---- From: McKay, Alison Sent: Tuesday, March 09, 2004 3:59 PM To: Neeseng @aol.com Cc: DelleChiaie, Pamela; Lagrasse, Brian; Sawyer, Susan Subject: 69 Oakes Drive Soil Test App. i Hi Len, went out to 69 Oakes this morning to review the Soil Test App. you submitted to the BOH. The soil test area shown on the plan submitted appears to be closer to the isolated wetland than I am comfortable with. The grade surrounding the area also drops off significantly toward the isolated area. In as such, I would like to see staked haybales placed between the isolated area and the soil test area, with as little vegetative disturbance as possible because of the fact that the area is sensitive (i.e. estimated habitat, buffer zone to IVW). Please feel free to call me to discuss this further and to discuss a time frame, as I am also concerned with saturated soil conditions, especially in this area. As we know, Mr. Talbot's property next door appears to have a high groundwater table and continous dewatering was necessary. Following discussion with you, I will procede accordingly with the application. In the meantime, I can not sign off on it. Thanks. On an internal note, could my BOH colleagues (or Ben) advise me on standard soil test procedures (e.i. average depths and size of test areas, time period in which work is done and completed, filling back test areas, stabilization/clean-up methods, etc.) Alison z DelleChiaie, Pamela From: Dan Ottenheimer[info @millriverconsulting.coi-n] Sent: Thursday, March 11, 2004 3:08 PM To: 'Pamela Dellechiaie'; 'Susan Sawyer' Subject: RE: 69 Oakes Drive Soil Test App. Daniel Ottenheimer (info @millr... Pam and Sue, I will not schedule this soil test until I hear otherwise from you or Conservation Commission folks. Dan 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 www.millriverconsulting.com info @millriverconsulting.com -----Original Message----- From: Pamela DelleChiaie [mailto:pdellechiaie @townofnorthandover.cam] Sent: Wednesday, March 10, 2004 11:02 AM To: Daniel Ottenheimer(E-mail) Cc: Sawyer, Susan Subject: FW: 69 Oakes Drive Soil Test App. Hi Dan, Would you review Alison's concerns please? The application went out in the mail this week. You should getting it today if not already. Let us know how to proceed once you look it over. Thank you. Pam -----Original Message----- From: Sawyer, Susan Sent: Wednesday, March 10, 2004 10:59 AM To: DelleChiaie, Pamela Subject: RE: 69 Oakes Drive Soil Test App. Did you forward this to Dan already. If not, would you please? I didn't want to send it twice. Susan -----Original Message----- From: McKay, Alison Sent: Tuesday, March 09, 2004 3:59 PM To: Neeseng @aol.com Cc: DelleChiaie, Pamela; Lagrasse, Brian; Sawyer, Susan Subject: 69 Oakes Drive Soil Test App. 1 Hi Ben, I went out to 69 Oakes this morning to review the Soil Test App. you submitted to the BOH. The soil test area shown on the plan submitted appears to be closer to the isolated wetland than I am comfortable with. The grade surrounding the area also drops off significantly toward the isolated area. In as such, I would like to see staked haybales placed between the isolated area and the soil test area, with as little vegetative disturbance as possible because of the fact that the area is sensitive(i.e. estimated habitat, buffer zone to IVW). Please feel free to call me to discuss this further and to discuss a time frame, as I am also concerned with saturated soil conditions, especially in this area. As we know, Mr. Talbot's property next door appears to have a high groundwater table and continous dewatering was necessary. Following discussion with you, I will procede accordingly with the application. In the meantime, I can not sign off on it. Thanks. On an internal note, could my BOH colleagues (or Ben)advise me on standard soil test procedures (e.i. average depths and size of test areas, time period in which work is done and completed, filling back test areas, stabilization/clean-up methods, etc.) Alison 2 Page 1 of 1 elle lime, Pamela From: Dan Ottenheimer[info @millriverconsulting.com) Sent: Thursday, April 15, 2004 3:14 PM To: Susan Sawyer; Brian LaGrasse; 'Pamela Dellechiaie' Subject: schedule Once again the wet weather did us,in for the percQlation test at 545 Winter Street this morning. It also caused NESS to cancel the sail t at 69 Oakes Drive. L„dill let you know when they are re-scheduled. We have arranged soil testing for 193 Lacy Street with Mill Stone Engineering for Thursday May 6th at 10:00 am. Dan 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 4/15/2004 FORM 11.- SOIL EVALUATOR FORM Page 1 of 3 N°• Date: Com monwealth of Massachusetts �r4V\ Massachusetts Soil Suitabilitv Assessment for On-site Sewage Disposal Performed By: ...1 ........N. C.M x ri... ..t..... � .a.cz��.y. .t... .. Date: 7..f. /. Witnessed By: ....AS.0.. e.v. ....M.c..lase.6.1.1(: .................................................................................................'_._._.... .............._..�...... _. Location Address oc 1 � � Owner's Name, i i-ot I Address,aid r�C ' J1./CJf�s'1 �V1�GVrl?C`i�� Telephone/ '" i oCX.'KF5 i,lrt ' pew construction ❑ Repair (T7 8) 6'7 - L 171 Office Review Published Soil Survey Available: No ❑ Yes .� f t i, yo r ' Year Published ...�.�..��-.?.)... Publication Scale ......,�..:....... Soil Map Unit �;�..�._. . . Diainage Class ir . .Ll..... Soil Limitations '��?. . .�� : .. ..... tic ...................__.............__._.. surficial Geologic Report Available: No Yes ❑ Year Published Publication Scale Geologic Material (Map Unit) ...................................................................................................................__._......... ..... Landform ;........................................................................................................................ Flood Insurance Rate Map: Above 500 year flood boundary No ❑Yes Within 500 year flood boundary No ❑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): Monthar �i. -� .,:............ Range :Above Normal !`Normal ❑Belc=v Normal ❑ Other References Reviewed: DEP APPROVED FORD1-12/07/95 FORM 11 - SOIL EVALUATOR FORN-1 Page 2 of 3 C. Location Address or Lot No. On-site Review Deep Hole Number Date:...; : 7f�3 d, r `� Time-, Weather Location iden ' ( tlfy on'site plate) . Land Use ,. . .�... 1q .��t.. ......:. Slope ) Surface Stones ./�>rr.r..: ,... .: . .. t Vegetation :.{.:U ?. :...::.......... ...... :::.:::..:..::.. .:,:.::.. . Landformt:C1.��!1C ,:.::.... ..... Position on landscape Distances from: Open Water Body ` C'. feet Drainage way.Y V00. feet Possible Wet Area . 73 feet Property Line .0"k.L...... feet Drinking Water Well >15. D... feet Other DEEP OBSERVATION NOLE LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders,Consistency, % Gravel) 32- � . � i0,\}'R 5/ei� ?a -C6� G S 5\I `'I1 � °7,5 y� �t� ,/'l�l` PC Cc,io�s. �n ec1 c1t5� Mcah\l 5N L91 tine J , ct i St i ii Parent Material(geologic) },lL_ c ca 11 DepthtoBedrock: Depth to Groundwater: Standing Water in the Hole: 'act tt � / j Weeping from Pit Face: ilp _ Estimated Seasonal High Ground Water:_) ,f DEP APPROVED FORM• 12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 2 or 3 Location Address or Lot No. �q C).e�:.��_ � JQ �� AnOve y O�-side Review Deep Hole Number ...�Z Date:*...:, � `I Time:-......... Weather Location (identify on site plan) '..•��i. 4� :k � .a ....... Land Use ..nt51.,:rf:j:{A,(. :. ... Sloe (%) . ..". . Surface Stones Vegetation WOOL-ICrt. . .::.....:... . .. ..:.:.:............:..:.... ::..:::..:..:: Landform ,.. ..r,.r' te � ::..::... ..... Position on landscape Distances from: Open Water Body c feet Drainage way. .. feet Possible Wet Area .7.7.:. feet Property Line .�.... .. feet Drinking Water Well>J.47P,. feet. Other : .. :. ........,...'.._k,...... DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface Ilnches) (USDA) (Munsell) Mottling (Structure,Stones, Boulders,Consistency, % Gravel) 4-9 -ILA kc) C_ S. (P?A A/F j 0�v Cr�,,,v, 7 5 yf- M cc` c1i 51 to o N� Inc d . C1ik Parent Material(geologic) r4 'f : DepthtoBedrock: Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: ,/lone Estimated Seasonal High Ground Water: DEP APPROVED FORK!• 12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. CPq O Q)vvf\ an--site Review Deep Hole Number .. Dater..;; (3 ``U ' Time:.: ..:. .: .. „ �]��I° �J `� Weather Location (identify on site plan) • ..f ;�� . .:.:.e +_ Land Use Slope (%) : Sti'rface Stones Vegetation Landform ... i � ....:,. , Position on landscape F/qf /,, ...:. ..:. .: :: .:::.. Distances from: Open Water Body 500 feet Drainage way.qOO.. feet Possible Wet Area -feet Property Line . .�....... feet Drinking Water Well >J— d.. feed 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_9 5 t_ iC3 yC2 ZII PA/ q --�>C> L lOyR51� �3c)i �'1� � 75y)? rimed 30 �)b C t S� 5 y �lz d i e c- Mfrs t o olo �alol,iv�r 86 10� LZ � c UI t ,til/F 10 yip � Me � / Parent Material(geologic)_P`CL airy`�� i DepthtoBedrock: Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: Noyl e Estimated Seasonal High Ground Water-, I _ DEP APPROVED FORAI• 12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. wales .,-11e y(-T-h A �✓e; Determination for Seasonal High Water Table Method Used: Depth observed standing it observation hole............•...... inches ❑ Depth weeping from side of observation hole................... inches ' Depth.,to soil mottles ..::...,:...:.. ,., inches `t`Pi a7'` El Ground v�rater adjustment ................... feet ? 3 index Well Number .................. Reading Date ................... Index well level :.................. Adjustment factor ................... Adjusted ground water level ........................................................ Depth of Naturally Occurrinq 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? Xc-5 1f not, what is the depth of naturally.occurring pervious material? Certification i t 95 - - � I certify,that on _�_ (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 �� o . . DEP APPROVED FORM-12/07/95 ' L\ Commonwealth of Massachusetts City/Town of w Percolation Test Form 12 �M Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: A. Site Information When filling out forms on the �/ 'F1` computer,use �'11 < el Car -V only the tab key Owner Name to move your 6,-9 Q0.Ke S 1X�J'c- cursor-do not Street Address or Lot# use the return A / key. 'kjo c u-� AY)J ye j- Cityrrown State Zip Code ,1781 - oIZ2q Contact Person(if different from Owner) Te)ephon6 Number B. Test Results 7 o� `tom 7 i o= 737 Da a Time Date Time Observation Hole Depth of Pere Start Pre-Soak End Pre-Soak Time at 12" r S 7 Time at 9" Time at 6" r ____ lvti�►t<lLe; Time(9"-6") 51 �- � Rate (Min./Inch) c� Test Passed: ❑ Test Passed: ` Test Failed: Test Failed: ❑ C" Test Performed 13j: ll _ yaClv�l�? Mc Ruz-c (°I u AU R\jN it ,y4-- Witnessed By: Comments: t5form12.doc•06/03 Pere Test•Page 1 of 1