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HomeMy WebLinkAboutMiscellaneous - 136 Hay Meadow Road % I 136 Haymeadow Road �Y 1 a s Commonwealth of Massachusetts City/Town of System Pumping Record yForm 4 DEP has provided this form for us&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 your local Board of Health to determine the form they use.The System Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility Information 1. System Location: Left/Right front of house, Left jghtrear of hous,a�, Left/right side of-house, eft/ Right side of building, Left/Right front of building, Left/Right rear of building, der de' Address City/Town State Zip Code 2. System Owner. n� � Name �►`�\ v Address(if different from location) City/Town RECEIVED state ^ -� zip co Telephone Number tet' 11AY 2-3 2013 B. Pumping �hkbl oRT�t�NDav 3 1� 1. Date of Pumping Date �2. Pumped: Gallons 3. Type of system: ❑ Cesspool(s) Septic Tank ❑ Tight Tank ❑ Other(describe): 4. Effluent Tee Filter present? ❑ Yes No If yes, was it cleaned? ❑ Yes ❑ No 5. Condition ot System: 6. System Pumped By: Neil Bateson F5821 Name Vehicle License Number Bateson Enterprises Inc Company 7. Location where contents were disposed: . S. Lowell Waste Water Date t5form4.doc•06/03 System Pumping Record•Page 1 of 1 SOIL PROFILE & PERCOLATION TEST DATA North Andover.I.'lss. No.&Street eG��Ocj Lot No. �(o Loc./Subdiv. C"iC,_l�mPf�.CiC�I.JfY„/1 Plan Owner! I--�,�C,e1nS Investigator f___ Q)OIr-CaGc�`�n Observer �ow J SOIL PROFILES-DATE 1' Elev. ?' Elev. 3' Elev. ±---Elev. 0 0 0 0 Ties to Test Pits 2 2 2 2 3 3 3 3 -----— 4 �,1 4 _ - - 4 4 5 112,0 - O� 5 5 5 6 6 6 6 7 7 7 7 8 8 8 8 9 --- 9 9 9 10 10 10 10 " Benchmark Location Elevation Datum Percolation Tests-Date Date----- f Pit Number 1 2 3 4 S Start Saturation Soak-Mins. Start Test-Time Drop of 3"-Time - Drop "-Time -Dro of 6"-Time 3 ; 41 Mins . lst. 3"Dro _ h!)A. Mins . 2nd 311Dro - Percolation Rate i 4 Notes & Sketches on Back .�, Board of Health BEPTIC SISTEK North An ver Hasa. INSTALLATICK CHECK LIST LOT (NID DATE DT PROVED EXOAVATION OK FAIL - easDns� qOK: 1. Distance Tot a. Wetlands b. Drains c. Well 2. Water Line Location y 3. No PVC Pipe �. Septic Tank a. _Tess --Length & To Clean Out Covers. b. Cement Pipe to Tank Oa Both Sides of Tank 5. Distribution Box a. Covers & Box - No Cracks b. All Lines Flowing Equal Amounts c. No Back Flow 6. Leach Field or Trench a. Dimensions b. Stone Depth c. Capped 'Ends d. Clean DoubleWashed atone 7. Leach Pits a. Dimen ons b. Sto Depth c. ash Pads e Cement Pipe to Pit - Both Sides. ` Clean Double Washed Stone 8. No Garbage Disposal 9. Final Grading Inspection 10. Barricading Covered System 11. As Built Submitted.. .: a. Lot Location . -- - b. Dimensions of System c. Location xi.th Re garc�to Pert Test d. Elevations e; Water Table i t Board of �lth North Andor,Mass SUBSURFACE DISPOSAL DESIGN CHECK LIST LOT APPROVED DATE __._ DISAPPROVED DATE Provided: Reasons: 4iell7l L 4 Title 9 V FAIL Ojb Reg 2.5 ubmitted plan must show as a minimum: e lot to be served-area dimensions lot #,abutters cation and log deep observation hoes-distance to ties cation and results percolation tests-distance to ties sign calculations & calculations showing required leaching area cation and dimensions of system-including reserve area isting and proposed contours g) cation any eget areas within 100' of sewage disposal system or disclaimer-check wetlands mapping h) face and subsurface drains within 100+ of sewage disposal system or disclaimer (i) location any drainage easements within 100, of sewage disposal rsgsteta or disclaimer-Planning Board files j) Loos= sources of water supply within 200, of sewage disposal �_ocation ystem or disclaimer of any proposed well to serge lot-1001 from leaching facility cation of water limes on property-101 from leaching facility ocation of benchmark iveways garbage disposals no PVC to be used in construction N profile of system-elevations of basement, plumb, pipe, septic tank, stribution box inlets and outlets, distribution field piping and BtLer elevations maximum ground water elevation in area sewage disposal system S) plan must be prepared by a Professional Engineer or other professional authorized by law to prepare such plans Reg 6 She tic Tanks a) apac t es- 5E?% of flow, water table, tees, depth of tees, access, pumping 1 eanout I 01 from cellar wall or inground swimming pool 51 from subsurface drains Reg 10.2 istribution Boxes ape greater 0.08 Reg 10.4 b} sump Subsurface Desi Check List Pae 2 FAL OK Leaching Pits - Leaching pits are preferred the installation is possible Reg 11.2 a) calculations of lase area-rd ni== 500 sq ft 11.4 b) spacing 11.10 c) surface drainage 11.11 d) cover mat;SD i e) 2.'x2'x4I. sh pad f) tee at w g) no ben in pipe from d-box to pipe jal eachin Fields Reg15.1 o gree er tan 20 minutes/inch rea-mini m 900 sq ft 15.4 onstruction of field 15.8 urface drainage 2 % 3.7 01 from cellar val.1 or inground sw.inmdxag pool Leachin Trac s Reg 14.1 1a) c on o r"�eaching area-min 500 sq ft 14.3 b) spacing- t min 6 ft with reserve between 14.4 c) limen ns 14.6 d) c ction 14.7 e) s ne 14.10 f) surface drainage 2% 3b Slo e a) sop y x = to be shown) b) y/ x 1 (to be shown) Reg 9.1 a) app val 9.6 b) s d-by power fr i SOIL PROFILE & PERCOLATION TEST DATA Idorth Andover Is ss. No.&Street Lot No. 36 Loc./Subdiv. VPlan Owner Investigator Observer dj000 7f SOIL PROFILES-DATE 1' tlev. Elev. 3. Elev. -�—'Elev. 0 0 0 0 Ties to Test Pits 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 7 7 7 7 8 8 8 8 9 9 9 9 0 10 10 10 Benchmark Location Elevation Datum P rc lation Tests-Date Date- Pit Number 1 2 3 4 S Start Saturation caa Soak-Mins. IZII Start Test-Time Drop of 311-Time - A. Drop of 61'-Time Mins . l st. 3"Dro 6 Mins . 2nd 3"Dro - Percolation Rate Notes & Sketches on Back f N 36 -40 'h 0 N ? gED TA wtC AU � M .,! 1' % AA W Dov • N N v � C ? I*Z r �g3, tt 1 ROAD d kop s P ID L. SYgT EM NORM-♦ �NOo VVAJ sw ` o naT E T Y F��K CGEL�rvAS ,� -��t�tNEEQS� A�� As5�s4-r�� ��, ti �\ _._ ��. ��i ��