Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Miscellaneous - 226 REA STREET 4/30/2018
r 226 REA STREET 210/038.0-0131-0000.0 --- L C �J t K� 7C - COMMONWEALTH OF MASSACHUSETTS ID EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS /Lr t ? DEPARTMENT OF ENVIRONMENTAL PROTECTION ` l� A F M I � 1 SVe TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address:_226 Rea Street _North Andover_ Owner's Name:_Stephen Savino Owner's Address:_226 Rea Street _North Andover,MA 01845_ "^" Date of Inspection:_4/28/2007 E-TOWE Name of Inspector: Neil J Bateson 3 2007 Company Name: Bateson Enterprises Inc._Mailing Address:_111 Argilla Road_ zRAndover,MA 01810 pR ©Telephone Number:_(978)475-4786_ - CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: X Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority � Fa' Inspector's Signature: Date: _4/26/2007_ The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments: ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address:_226 Rea Street_ _North Andover_ Owner:_Savino_ Date of Inspection: 4/28/2007_ Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: X I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass.Answer yes,no or not determined(Y,N,ND)in the for the following statements.If"not determined"please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: Page 3 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:_226 Rea Street_ _North Andover_ Owner:_Savin_ Date of Inspection:_4/28/2007_ C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: _ Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. — The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance_ "This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:_226 Rea Street_ _North Andover_ Owner:_Savino_ Date of Inspection:_4/28/2007_ D. System Failure Criteria applicable to all systems: You must indicate"yes"or`no"to each of the following for all inspections: No Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool No Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool No_ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool _No_ Liquid depth in cesspool is less than 6"below invert or available volume is''/z day flow. _No_ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped _No_Any portion of the SAS,cesspool or privy is below high ground water elevation. _No_ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _No_ Any portion of a cesspool or privy is within a Zone 1 of a public well. No Any portion of a cesspool or privy is within 50 feet of a private water supply well. No Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] No (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure E. Large Systems: To be considered a large system the system must serve a facility with a design How of 10,000 gpd to 15,000 ITd- You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no the system is within 400 feet of a surface drinking water supply _ the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address:_226 Rea Street_ _North Andover_ Owner:_Savino_ Date of Inspection:_4/28/2007 Check if the following have been done You must indicate"yes"or"no"as to each of the following: Yes No Yes_ _ Pumping information was provided by the owner,occupant,or Board of Health No Were any of the system components pumped out in the previous two weeks? Yes_ ` Has the system received normal flows in the previous two week period? No Have large volumes of water been introduced to the system recently or as part of this inspection? Yes Were as built plans of the system obtained and examined? Yes Was the facility or dwelling inspected for signs of sewage back up? Yes Was the site inspected for signs of break out? Yes Were all system components,excluding the SAS,located on site? _Yes_ _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum ? _Yes_ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No _Yes_ _ Existing information. _Yes_ _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[3 10 CMR 15.302(3)(b)] I Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address:_226 Rea Street_ _North Andover Owner:_Savino_ Date of Inspection: 4/28/2007_ FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 4_ Number of bedrooms(actual):_3_ DESIGN flow based on 310 CMR 15.203_440_ Number of current residents:_4 Does residence have a garbage grinder(yes or no): No_ Is laundry on a separate sewage system(yes or no):_No_ Laundry system inspected(yes or no): _ Seasonal use: (yes or no): No_ Water meter reading:_Yes_ Sump pump(yes or no): Yes_ Last date of occupancy:_Current_ COMMERCLUANDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no):_ Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system(yes or no):_ Water meter readings,if available:_ Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information:_Pumped six weeks ago,owner_ Was system pumped as part of the inspection(yes or no): No_ If yes,volume pumped: gallons--How was quantity pumped determined?_ Reason for pumping: TYPE OF SYSTEM X_Septic tank,distribution box,soil absorption system _Single cesspool_Overflow cesspool Privy _Shared system(yes or no)(if yes,attach previous inspection records,if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank _Attach a copy of the DEP approval —Other(describe): Approximate age of all components,date installed(if known)and source of information_4 years old,12/26/2003, As built plan_ Were sewage odors detected when arriving at the site(yes or no): No Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:_226 Rea Street_ _North Andover_ Owner:_ n Savi _ Date of Inspection: 4/28/2007_ BUILDING SEWER_X_ (locate on site plan) Depth below grade:_24"_ Materials of construction: _cast iron _X 40 PVC_other Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.) _Finished cellar unable to see piping,4" PVC to tank_ SEPTIC TANK:_X_ Depth below grade:_12"_ Material of construction: X concrete_metal_fiberglass_polyethylene _other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: 10'x 5' x 4' Sludge depth 0"_ Distance from top of sludge to bottom of outlet tee or baffle: 27"_ j Scum thickness:_0" Distance from top of scum to top of outlet tee or baffle:- 8"-Distance from bottom of scum to bottom of outlet tee or baffle: 2111 _ How were dimensions determined:_Tape Measure_ Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc _Inlet tee ok.Outlet tee ok.Depth of liquid at outlet invert. No evidence of septic tank leaking.Inlet cover&outlet covers has risers 3"deep._ GREASE TRAP:_(locate on site plan) Depth below grade:_ Material of construction:_concrete_metal_fiberglass polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Page 8 of l l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 226 Rea Street_ _North Andover Owner:_Savino_ Date of Inspection: 4/28/2007_ TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX X (locate on site plan) Depth below grade _6"_ Depth of liquid level above outlet invert: 0_ Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.)_D-Box level&distribution equal.No evidence of light carryover. No evidence of leakage.D-Box cover broken,replaced it._ PUMP CHAMBER: X (locate on site plan) Pump in working order(yes or no): Yes Alarm in working order(yes or no):_Yes_ Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): _Pump cycled on then off.Alarm has both visual&audible alarm. Page 9 of 11 r OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:_226 Rea Street_ _North Andover_ Owner:_Savino_ Date of Inspection: 4/28/2007_ SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: _ leaching chambers,number: leaching galleries,number: X leaching trench,number,length:_3 trenches with 7 chambers per trench 43.75'long_ leaching field,number,dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.):—Soil ok.Vegetation ok.No sign of ponding to surface._ CESSPOOLS: Number and configuration: Depth—top of liquid to inlet invert: Depth of sludge layer:— Depth of scum layer:_ Dimensions of cesspool: Materials of construction: _ Indication of groundwater inflow(yes or no):— Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): Page 10 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 226 Rea Street_ North Andover Owner•_Savmo_ Date of Inspection: 4/28/2007 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet.Locate where public water supply enters the building Driveway Water Meter House A ez Porch Septic Tank 2 1 Pump ® A to Septic 1=33' Tank A to Septic 2=26110" A to Pump Tank=35' A to D-Box=9916" B to Septic 1=25'2" B to Septic 2=32'6" B to Pump Tank=30'7" B to D-Box=75' D- Box i Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address:_226 Rea Street_ _North Andover_ Owner:_Savin_ Date of Inspection: 4/28/2007 SITE EXAM Slope_No_ Surface water_No_ Check cellar _Dry_ Shallow wells_No_ Estimated depth to ground water_4'_ Please indicate(check)all methods used to determine the high ground water elevation: X_ Obtained from system design plans on record-If checked,date of design plan reviewed:_9/18/2003_ Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain:_ Checked with local excavators,installers-(attach documentation) —Accessed USGS database-explain: _ You must describe how you established the high ground water elevation:_As per design plan_ Summary Record Card generated on 4/25/2007 3:00;00 PM by Use Warren Page 1 Town of North Andover Tax Map # 210-038.0-0131-0000.0 226 REA STREET STEPHEN SAVINO JENNIFER SAVINO 226 REA STREET NORTH ANDOVER, MA 01845 Class 101 Single Family^ Property Type 1 Residential Size Total 0.98 Acres FY 2007 UB Mailing Index Name/Address Type Loan Number Active/Inact. From Until STEPHEN SAVINO Owner JENNIFER SAVINO 226 REA STREET NORTH ANDOVER,MA 01845 STARNES,HOWARD W. Previous Customer Inactive 6/1/2004 226 REA STREET N.ANDOVER,MA 01845 UB Account Maint. Account No Cycle Occupant Name Active/Inactive Bldg Id.13960.0-226 REA STREET Last Billing Date 3/16/2007 2100581 02 Cycle 02 Active UB Services Maint. Service Code Rate Charge Multiplier/Users MISCFEE ADMIN FEE 0.635/8 7.82 1/ WTR WATER 01 ALL METER SIZE 50.08 /1 UB Meter Maintenance Serial No Status Location Brand Type Size YTD Cons 0022174117 a Active ENC F.RT. ? w Water 0.63 0.63 0 Date Reading Code Consumption Posted Date Variance 2/28/2007 3158 m Manual estimate 16 3/23/2007 -37% 11/3/2006 3142 a Actual 16 12/22/2006 -17% 8/21/2006 3126 a Actual 23 9/13/2006 5% 5/25/2006 3103 a Actual 27 6/20/2006 -27% 2/6/2006 3076 a Actual 31 3/13/2006 -3% 11/8/2005 3045 a Actual 32 12/14/2005 20% 8/10/2005 3013 a Actual 27 9/12/2005 45% 5/11/2005 2986 a Actual 16 6/8/2005 -5% 2/22/2005 2970 a Actual 21 3/15/2005 -5% 11/17/2004 2949 a Actual 22 12/17/2004 57% 8/12/2004 2927 a Actual 11 9/20/2004 -36% 5/28/2004 2916 f Final Bill 23 5/27/2004 8% 2/17/2004 2893 a Actual 20 4/16/2004 0% 11/14/2003 2873 n New Meter 0 11/14/2003 0% . a + • Tel: (978) 475-4786 Fax: (978) 475-5451 BATESON ENTERPRISES, INC. Excavating-Water.& Sewer Lines-Septic Systems &Pumping Service 111 Argilla Road Andover,Mass. 01810 Title 5 Inspection Report Property Address: 226 Rea Street, North Andover Owner: Savino Date of Inspection: 4/28/2007 My report contained herein does not constitute a guarantee of future usage and the functionality of the existing septic system. Such report issued herewith is merely based upon my observations, and I hereby disclaim any further operation of your current septic system. Neil J. Bateon Bateson Enterprises, Inc. Town of North Andover F NORT}p Q MRD 16 q'O Office of the Health Department Community Development and Services Division jr 27 Charles Street °Are. North Andover,Massachusetts 01845 "SSACHU Susan Y. Sawyer, REHS/RS Telephone(978)688-9540 Public Health Director Fax(978)688-9542 TOWN OF NORTH ANDOVER BOARD OF HEALTH x CERTIFICATE OF COMPLIANCE DATE OF COMPLIANCE March 2, 2004 r This is to certify that the individual subsurface disposal system constructed ( ) repaired (X) by John Soucy at 226 Rea Street North Andover, MA 01845 has been installedin accordance with the provisions of Title V of the State Sanitary Code and with the North Andover Board of Health regulations. The Issuance of this certificate shall not be construed as a guarantee that the system will function satisfactorily. �S Y.Sawyer,MHS/RS Public Health Director BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 `btu AA, S ry a o ti `� CUM P6 4�cCO--cA+$ TOWN OF NORTH ANDO'f BOARD MAN TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System( )constructed; Q0 repaired; by .JON �ajcq located at ZZ 6 E?rS;2c C "--17Y was installed in conformance with the North Andover Board of Health approved plan, System Design Permit# ,plan dated , with a design flow Of gallons per day. The materials used were in conformance with those specified on the approved plan; the system was installed in accordance with.the provisions of 310 CMR 15.000,Title 5 and local regulations,and the final grading agrees substantially with the approved plan. All work is accurately represented on the As-built which has been submitted to the Board of Health. Bed inspection date: Engineer Representative Final inspection date: /a Z 3C C)jam` Engineer Representative Installer: Lic.#: Date: o RICHARD c Engineer: 11 �+ Date: 13021 �`cS�JldF,l.E� w Page 1 of 2 DelleChiaie, Pamela From: Dan Ottenheimer[info@millriverconsultng.com] Sent: _ Monday, December 22,2003 9:56 AM To: pdellechiaie@townofnorthandover.com Subject: RE: Final Inspection-226 Rea Street Pam, This was taken care of at 7:00 a.m. this morning(12/22). Dan p.s. Thanks for the nice picture additions to the e-mails you send. Have a wonderful holiday with your family if I do not speak with you beforehand. Daniel Ottenheimer,President Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester,MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsulting.com info@millriverconsulfing.com ° -----Original Message----- From: Pamela DelleChiaie[mailto:pdellechiaie@townofnorthandover.com] Sent: Friday, December 19, 2003 3:56 PM To: Daniel Ottenheimer(E-mail) Subject: Final Inspection - 226 Rea Street Importance: High Hi Dan, Can you call John Soucy and schedule a final inspection at 226 Rea Street on Monday? Thanks. Pam Pamela DelleChiaie, Health Dept.Assistant 1/6/2004 Page 1 of 1 I ' f DelleChiaie, Pamela From: Dan Ottenheimer[info@millriverconsuibng.com] Sent: Monday, December 08,2003 1:16 PM To: Heidi Griffin; Brian LaGrasse; Pamela Dellechiaie Subject: 226 Rea Street Heidi, Brian and Pam, Attached please find the bottom of bed inspection report for #226 Rea Street. All was excavated per plan. Dan Daniel Ottenheimer, President Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsulting.com info@millriverconsulting.com I 1 12/8/2003 i r MILL RIVER CONSULTING Septic System Management Services TOWN OF NORTH ANDOVER SEPTIC SYSTEM CONSTRUCTION NOTES ADDRESS: 226 Rea Street MAP: 38 LOT: 131 INSTALLER: John Soucy DESIGNER: New England Engineering Services PLAN DATE: 11/12/03 BOH APPROVAL DATE ON PLAN: DATE OF BED BOTTOM INSPECTION: December 4, 2003 DATE OF FINAL CONSTRUCTION INSPECTION: DATE OF FINAL GRADE INSPECTION: SELECT SYSTEM TYPE GRAVITY DISTRIBUTION PRESSURE DISTRIBUTION X PRESSURE DOSING HOLDING TANK ADVANCED TREATMENT OTHER COMPONENT SUMMARY FROM PLAN GALLON TANK = 1,500 LOADING OF SEPTIC TANK= H-10 GALLON PUMP CHAMBER = 1,000 LOADING OF PUMP CHAMBER = H-10 TYPE OF SAS = Trenches with Graveless disposal units DIMENSIONS AND DETAILS OF SAS: 43.75' x 28.5' area , SITE CONDITIONS Inspections ❑ Existing septic tank properly abandoned ❑ Internal plumbing all to one building sewer ❑ Topography not appreciably altered Comments: I j 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282.0014 info@millriverconsulting.com Page 1 of 4 1 I MILL RIVER CONSULTING Septic System Management Services SEPTIC TANK ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ gallon tank has been installed (H-10 or H-20) (monolithic or 2 piece) ❑ Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) ❑ Inlet tee installed, over access port ❑ Outlet tee (gas baffle or effluent filter) installed, over access port ❑ inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present ❑ Hydraulic cement around inlet & outlet Comments: PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ gallon Pump Chamber installed (H-10 or H-20) (monolithic or 2 piece) ❑ Inlet tee installed, over access port ❑ Pump(s) installed on stable base ❑ Alarm float working 0 Pump On/Off float working ❑ Drain hole in pressure line ❑ inch cover to within 6" of final grade installed over one access port ❑ Water tightness of tank has been achieved Visual or Vacuum Test or Water held for 24 hrs ❑ Hydraulic cement around inlet & outlet Comments: 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282.0014 info@millriverconsulting.com Page 2 of 4 MILL RIVER CONSULTING Septic System Management Services D-BOX ❑ Installed on stable stone base ❑ Inlet tee (if pumped or >0.087foot) ❑ Hydraulic cement around inlet& outlets ❑ Observed even distribution ❑ Speed levelers provided (not required) Comments: SOIL ABSORPTION SYSTEM D Bottom of SAS excavated down to C soil layer, as provided on plan D Size of SAS excavated as per plan ❑ Title 5 sand installed, if specified on plan ❑ 3/4-11/2" double washed stone installed ❑ 1/8-1/2" (peastone) double washed stone installed ❑ laterals installed and ends connected to header (and vented if impervious material above) ❑ Orifices @ 5 & 7 o'clock positions ❑ Gravelless disposal systems: type, number and location as per plan ❑ Elevations of laterals installed as on approved plan ❑ 40 Mil HDPE barrier installed ❑ Retaining wall (boulder/concrete/timber/ block) ❑ Final cover as per plan Comments: CONTROL PANEL ❑ Alarm & Pump are on separate circuits ❑ Alarm sounds when float is tripped ❑ Location of control panel: ❑ Rated for exterior if placed outside Comments: i i 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282. 0014 info@m_illriverconsulting.com 1 Page 3 of 4 1 r MILL RIVER CONSULTING Septic System Management Services SYSTEM ELEVATIONS Benchmark: Rod at Benchmark: Height of Instrument: INVERT ON DESIGN PLAN ELEV Ccs TOP OF PIPE INVERT ELEVATION Building Sewer OUT Septic Tank IN Septic Tank OUT Pump Chamber IN Pump Chamber OUT Distribution Box IN Distribution Box OUT Manifold Lateral 1 HIGH Lateral 1 LOW Lateral 2 HIGH Lateral 2 LOW Lateral 3 HIGH Lateral 3 LOW Lateral 4 HIGH Lateral 4 LOW Lateral 5 HIGH Lateral 5 LOW 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282.0014 info@millriverconsulting.com Page 4 of 4 Commonwealth of Massachusetts Map-Block-Lot 038.0-0131 - ` Board Of Health PemiftNo North Andover BHP-2003-0373 P.I. FEE F.I. $250.00 ----------------------- Disposal Works Construction Permit Permission is hereby granted John-Soucy-------------- ------------- --------------------- ------------------------ to(Repair)an Individual Sewage Disposal System. at No -226_REA STREET_________ as shown on the application for Disposal Works Construction Permit No. BHP-2003-037 Dated.--__ v 1 2003 --------------------------------------- -------- Printed On:Nov-18-2003 Board Of Health • v t APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT DATE: CURRENT INSTALLER'S LICENSE# LOCATION: LICENSED INSTA R: v �t� C9 CAC SIGNATURE: TELEPHONE# 6 j=1570] CHECK ONE: / REPAIR: NEW CONSTRUCTION: IF NEW CONSTRUCTION,PLEASE ATTACH FOUNDATION AS-BUILT. Administrative Use Only 5)-7'5'.00 Fee Attached? Yes / No Foundation As-built? Yes No Floor plans o� ile. Yes No Approva i/ Date: . INSTALLER PROJECT MANAGEMENT OBLIGATIONS a .. As the North.Andover licensed installer for the construction of the septic system for the property at �-;'_- relative to the application of ions. dated 9 �Z F� for plans by and dated jQ",93-0�with revisions dated I understand the following obligations for management of this project: 1. As the installer I am obligated to call for any and all inspections. If homeowner, contracto project manger, or any other person not associated with my company schedules an inspectio and the system is not ready then item two shall be applicable. 2. As the installer I am required to have the necessary work completed prior to the applicabl inspections as indicated below. I understand that requesting an inspection,_ withou completion of the items in accordance with Tile 5 and the Board of Health Regulations ma. result in a$50.00 fine being levied against my company. a) Bottom of Bed - generally.first inspection unless there is a retaining wall which should be done first. Installe st request the inspection but does not have to be present. b) Final inspection — Engineer must first do their inspection for elevations, ties, etc. As-built of verbal OK from engineer must be submitted to Board of Health, after which installer calls foi inspection time. Installer must be present for this inspection. With pump system all electrical work must be ready and able to cause pump to work and alarm to function. c) Final Grade—Installer must request inspection when all grading is complete. Does not have to be on site. 3. As the installer I understand that persons or companies not associated with my company may not perform the work required by my company to complete the installation of the system identified in the attached application for installation. I further understand that work by others unlicensed to install septic systems in North Andover can constitute reasons for denial of the, system, and/or revocation or suspension of my license in the Town of North Andover plus significant fines to all persons involved. 4. As the Installer I understand that I must be on site during the performance of the following construction steps: a) Determination that the proper elevation of the excavation has been reached. b) Inspection of the sand and stone to be used. c) Final inspection by Board of Health staff. d) Installation of tank, D-box, pipes, stone, vent, pump chamber, retaining wall and other components. 5. As the installer I understand that I am solely responsible for the installation of the system as per the approved plans. No instructions by the homeowner, general contractor, or any other persons shall absolve me of this obligation. Unders' ed Licensed ptic In Date: l-Ili' Disp sal Works Con tructi Permit# I r NEW ENGLAND ENGINEERING SERVICES INC October 24, 2003 North Andover Board of Health 27 Charles Street r ; North Andover, MA 01845 TE, f OCT 2 9 2003 Re: 226 Rea Street,North Andover, Septic system design '"" Dear Sir or Madam: Enclosed are the following documents concerning the above referenced property. 1. 5 sets of septic system design plans. 2. Copy of soil evaluator sheets. 3. Application for plan approval. 4. Check to cover the approval fee. If you have any comments or questions please do not hesitate to contact this office. Sincerely, Benjamin C. Osgoo , Jr., EIT President 60 BEECHWOOD DRIVE-NORTH ANDOVER, MA 01845-(978)686-1768-(888)359-7645-FAX(978)685-1099 SEPTIC PLAN SUBMITTALS LOCATION: 8 A C.• VC--A- `> ���''� Map &Parcel NEW PLANS: YE— $225.00/Plan Check#: ;z it REVISED PLANS: YES $ 60.00/Plan Check#: SITE EVALUATION FORMS INCLUDED: YES NO LOCAL UPGRADE FORM INCLUDED: YES NO F DATE: DATE TO CONSULTANT: DESIGN ENGINEER: ,.) Telephone#: �7 "(7E 9 When the submission is complete (including check),date stamp plans, COPY for Conservation,and place in existing file with green Design Approval form. N FORM 11 - SOIL EVALUATOR FORA Page 1 of 3 No. Date: Commonwealth of Massachusetts Massachusetts Soil Suitability Assessment for On-site Sewage Disposal c', ,� Performed By: . .C��.�./..�.�i��„lp� ,,f� ���. Date: WitnessedBy: .. ....... .C.......... ........................ ..................... Location Address or 2 2� ./J Owrcr's Name. ,•,L.,[,.�ii/�� �%1` La I A Address,and ./- �,/� Telephone/ —2 .New Construction ❑ Repair 6*d?729 Office Review I Published Soil Survey Available: No ❑ Yes W Year Published /Pel................ Publication Scale ��� `��. Soil Map Unit I5 Drainage Class ............ Soil Limitations Surficial Geologic Report Available: No FK1 Yes ❑ Year Published Publication Scale Geologic Material (T&p Unit) .......................................................... ....... ..... ............ Landform ......................................................................................................................... r 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): Month Range :Above Normal ONormal ❑Belc,.v Normal ❑ Other References Reviewed: — DEP APPROVED FORM•12/07/95 FORM 11 - SOIL EVALUATOR FORM � Page 2of3 Location Address or Lot No. On-site Review � o Deep Hole Number Date: Time:Time:. /-' d0 Weather /I _ Location (identify on site plan) .::,.. /? iT:. . ..:. . .:..:. ... . :.. . .. ....:: . . . Land Use .. Slope M Surface Stones --. ... Vegetation c�� SS.... ...... Landform Position on landscape Distances from: Open Water Body 3l�b feet Drainage way feet Possible Wet Area /,`�.. feet Property Line . 4 ✓ feet Drinking Water Well/.3 ib' 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) �� - Y Z---�5 [*��14 -- Parent Material (geologic) aKlp'ww s�T DepthtoBedrock: Depth to Groundwater: Standing Water in the Hole: �¢ Weeping from Pit Face: Estimated Seasonal High Ground Water: DEP APPROVED FORM. 12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. /V , On-site Review Deep Hole Number .. Date:.. Time:Time: Weather��-• Location (identify on site plan) Land Use . Slope (%) Surface Stones Vegetation ��i4-'-� Landformv � fi�iL. : Position on landscape Distances from: Open Water Body 3�m feet Drainage way � �. feet Possible Wet Area feet Property Line feet Drinking Water Well ,�/..J d . 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) �r Cotes Parent Material (geologil( iIK"k G�f ��I DepthtoBedrock: Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water:_ .42 DEP APPROVED FORM- 12/07/95 . y FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. Determination for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole................... inches ❑ Depth weeping from side of observation ho e...........2. inches Depth to soil mottles :.:.:�.: inches. El Z- ❑ Ground water adjustment ................... feet 14 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 apP area observed throughout the area proposed for the soil absorption system? If not, what is the depth.of naturally occurring pervious material? Certification 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 /710 I . DEP APPROVED FORM-12/07/95 I . I I Page 1 of 1 P DelleChiaie, Pamela From: Dan Ottenheimer[info@ millriverconsulting.com] Sent: Wednesday, November 12,2003 10:48 AM To: Pamela Dellechiaie; Brian LaGrasse; Heidi Griffin Subject: 226 Rea Street Heidi, Brian and Pam, Attached please find the plan review for 226 Rea Street. The issues found were relatively minor in nature but unfortunately we felt we could not approve the design until they were corrected. Dan Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 info@millriverconsulting.com 11/12/2003 p" TOWN OF NORTH ANDOVER °Q KORTN , Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET *l NORTH ANDOVER, MASSACHUSETTS 01845ACH 'aS��HUS� Heidi Griffin 978.688.9540—Phone Acting Health Director 978.688.9542—FAX November 12,2003 Richard C. Tangard,P.E. New England Engineering Services,Inc. 60 Beechwood Drive North Andover,MA 01845 Re:226 Rea Street,Map 38,Lot 131 Dear Mr.Tangard: The proposed septic system design plans for the above site dated October 23,2003 have been reviewed. Unfortunately,the plans cannot be approved as submitted. The following items are in need of attention prior to approval: J 1. Please specify the septic tank loading. (3 10 CMR 15.226(3)) 2. Please indicate the requirement for the distribution box to be made watertight and for the material beneath the 6"stone layer to be compacted. (310 CMR 15.221) 3. Please adjust the settings for the float calculation to provide for a minimum of one day pump capacity plus drain back volume. (3 10 CMR 15.220) 4. Please specify the size and material of the manhole cover to grade over the pump chamber. (3 10 CMR 15.221) 5. Please indicate that removal of the A soil horizon shall extend at least 6"into the suitable soil of the B horizon. (NA 9.02) In addition,dosing greater than once per day increases the efficacy of wastewater treatment and reduces possible ponding problems with the soil absorption system. You are encouraged to review the currently proposed once daily dosing. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a replacement septic system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sin lyZLa se Health Inspector Xc: Homeowner CD&S Dir. '1. r ! NEW ENGLAND ENGINEERING SERVICES INC November ovember12, 200[3 HE i Brian LaGrasse u _ F North Andover Board of Health 27 Charles Street NOV' ( � North Andover, MA 01845 _. WZY Re: 226 Rea Street, Septic system design Dear Brian: Enclosed are 5 copies of revised plans for the above referenced property. The changes in the plan correspond to comments in your latter dated November 12, 2003 and include the following. 1. The tank loading has been specified. 2. The notes in the detail have been revised to address this issue. Each of the new notes refers-to construction notes that were on the original plan. 3. The settings for the pump calculations have been adjusted. In order to accommodate this comment the float elevation has been adjusted to provide a cycle of 20.5 inches. It is the opinion of this office that providing a cycle to the nearest '/2 inch may be difficult if not impossible. In addition,the comment regarding the increased efficiency of a 4 times per day dose and effluent treatment is noted,however the plan is designed per title 5 requirements. 4. The size of the manhole cover has been listed as 20" minimum diameter. The material is cast iron and was specified as such on the original plan. 5. The construction note 4 has been revised to include 6"of the "C" layer. It was assumed that this comment was referring to the "C" layer and not the`B"layer since this design does not utilize the `B" layer. If you have any questions please do not hesitate to contact this office. Sincerely, Benjamin C. Osgood, President 60 BEECHWOOD DRIVE-NORTH ANDOVER, MA 01845-(978)686-1768-(888)359-7645-FAX(978)685-1099 SEPTIC PLAN SUBMITTALS LOCATION: 2 R EA- Map &Parcel NEW PLANS: YES $225.00/Plan Check#: REVISED PLANS: YES $ 60.00/Plan Check#: 6 ; ? SITE EVALUATION FORMS INCLUDED: YES ��-NO> LOCAL UPGRADE FORM INCLUDED: YES C NOS DATE: )/,//-5/13 DATE TO CONSULTANT: DESIGN ENGINEER: Ne..— C ` rp Telephone#: 52 v 6336—t 76 b When the submission is complete (including check),date stamp plans, COPY for Conservation, and place in existing file with green Design Approval form. s Page 1 of 1 DelleChiaie, Pamela From: Dan Ottenheimer[info@millriverconsulting.com] Sent: Monday, November 24,2003 4:03 PM To: Heidi Griffin; Brian LaGrasse; Pamela Dellechiaie Subject: 226 Rea Street Heidi, Brian and Pam, Attached please find the approval letter for the septic system design at 226 Rea Street. All necessary modifications were made to the plan to bring it into compliance with the regulations. Dan Daniel Ottenhelmer, President Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.miliriverconsulting.com info@millriverconsuItina.com 11/24/2003 ^ -4 TOWN OF NORTH ANDOVER o� KORrH 9 Office of COMMUNITY DEVELOPMENT AND SERVICES 02 HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 �9SSACHLLs���Z Heidi Griffin 978.688.9540—Phone Acting Health Director 978.688.9542—FAX November 24,2003 Howard Starnes 226 Rea Street North Andover,MA 01845 RE: Subsurface Sewage Disposal System Plan for 226 Rea Street,Map 38,Lot 131,North Andover, Massachusetts Dear Mr. Starnes, The North Andover Board of Health has completed review of the septic system design plans for the above referenced property submitted on your behalf by New England Engineering Services dated November 12, 2003. The design has been approved for use in the construction of a replacement onsite septic system.This approval is valid for three years from the date of this letter and during this time a licensed septic system installer must obtain a permit and complete this work,and a Certificate of Compliance must be endorsed by the installer,designer and the Town of North Andover. The time period for which this plan is valid is reduced to two years from the date of a septic system inspection which did not meet the acceptable criteria in the state regulations. The time period for which this plan is valid may be reduced by the North Andover Board of Health in the event an imminent health problem such as sewage backup into the dwelling is occurring. This approval is subject to the following conditions: 1. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation,the originally issued Disposal System Construction Permit is void, installation shall stop,and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR 15.020(1)). 2. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission,Zoning Board,Planning Board,Building Inspector,Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. Sincerely, eidi n, �J Acting Health Director encl: List of licensed septic system installers xc: file 4,—Ne-w--England Engineering Services 226 REA STREET JS-2004-0257 Proiect Detail Report Printed On:Mon Mar 22,2004 Project Name: GIS#: 2112 Project No: JS-2004-0257 Owner of Record STARNES REALTY TRUST&H W Map: 038.0 Date Submitted: Sep-04-2003 226 REA STREET Block: 0131 Status: Open NORTH ANDOVER,MA 01845 Lot: lWork Category: Work Location: 1226 REA STREET Zoning: Proposed Use: District: land Use: 101 Proposed Use Detail Subdivision Description Soil Testing Comments: . of Work: Department Status GeoTMS Module: Status File No. Comments: LCDate: Board of Health GREEN FLAG BHJ-2003-0122 3/2/04-COC signed off by Sue Sawyer. Final grade inspection was done. 2/10/04-Too much snow for final grade inspection--could not determine-BL. �• 1/5/03-As Built and Installation Cert.Forms dropped off in afternoon by girl from John Soucy's office. 12/22/03-Final Inspection Done 12/8/03-Bottom of Bed Inspection Completed. 11/26/03-Howard Starnes,h/o picked up copy of plan-a message was left for John Soucy. Permit in pickup box. 11/14/03-DWC Application Received. Will issue pending design approval from Consultant. 11/13/03-Design Plans received-Rev. 1.Sent to Consultant. 10/29/03-Design Plans received.Sent to Consultant. 9/8/03-Conservation approval of Soil Test App. 9/4/03-Soil Test application received and forwarded to Mill River and Conservation.--p.d. Permit History Type: Permit No: Issue Date Status Work Category Contractor Project No: Description of Work: DWC-System Repair BHP-2003-0373 SIGNED OFF JS-2004-0257 Plan Review BHP-2003-0372 Nov-24-2003 SIGNED OFF JS-2004-0257 2nd Plan Review Plan Review BHP-2003-0348 Nov-12-2003 DENIED JS-2004-0257 Plan Review Soil Testing-Repair BHP-2003-0267 Sep-04-2003 SIGNED OFF JS-2004-0257 Soil Testing Inspection History Inspection Type: Permit Type: Permit No: Insp Date: Status: Inspector: Project No: Comment: Final r:mdr nW(`-Qvct(-.m RPnair RNP-MOI- 73 Tan-06-7(104 gTrWFr)OFF Rrian T nrmgcP TQ-7(104-0757 GeoTMS®2004 Des Lauriers Municipal Solutions,Inc. Page 1 of 2 226 REA STREET JS-2004-0257 Project Detail Report Printed On:Mon Mar 22,2004 Final Inspection DWC-System Repair BHP-2003-0373 Dec-22-2003 SIGNED OFF Dan Ottenheimer JS-2004-0257 Bottom of Bed Inspection DWC-System Repair BHP-2003-0373 Dec-04-2003 SIGNED OFF Dan Ottenheimer JS-2004-0257 4 z GeoTMS®2004 Des Lauriers Municipal Solutions,Inc. Page 2 of 2 4 V BOARD OF HEALTH NORTH ANDOVER, MASS. 01845 978-688-9540 APPLICATION FOR SOIL TESTS DATE: L d ' MAP&PARCEL: /y1 fly 3 PC:-&f'ed 1.31 LOCATION OF SOIL TESTS: 2 Z(- Q 6,q „o OWNER: {ra1 t r- TEL.NO.:— 6"13?- 77 4 So ADDRESS: Z Zce (Z64y-7 ne z; ENGINEER: P•✓ ia,-X k " TEL.NO.:_ �1Z -b H " nn b !?� CERTIFIED SOIL EVALUATOR: Intended use of land: Residential Subdivision Sin le Family Home g Y 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$425.00 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 upgrades. 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 showinj location of all tests(including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Be w This Line N.A Conservati ommission A royal: f I PP 03 Date Received: Check Amount: Check Date: f rj -".-) - - i ilk 10 1 to t t i {,5 o- t ,V6 1000 sram r-�? !yKjk , f Z +` t �L 1 � i Its- gal 10- .alln r. c 1 ...eee•..ias*!� r±ir•��o .ren ram SMAiMri rrftsC2e Page 1 of 1 s Pamela DelleChiaie From: "Dan Ottenheimer"<info@millriverconsurdng.com> To: "Heidi Griffin"<hgriffin@townofnorthandover.com>;<blagrasse@townofnorthandover.com>; <pdellechiaie@townofnorthandover.com> Sent: Monday,September 22,2003 3.05 PM Attach: Rea Street#226 Soil Test.pdf; Rea Street#226 Percolation Test.pdf Subject: 226 Rea Street Soils Heidi, Brian and Pam Attached please find the results of soil testing performed at 226 Rea Street. There are two separate files as the site required an overnight soak and a percolation test the following day. Dan Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 info@milldverconsulting.com 9/23/2003 r „ _ , � .� � I . w . r : ;' � . �� . �.�, y . � , . _ �-} 6 � �w � ,. � � � .r• , �.� ;, _� �r ` � t , . a ' E i �• _ -� Y 9 _ i ' r. r 1, 's i i i I z i i + l G f Q' Or �_�s• to �_ . 7 9 OF Of 1 s to 007I 16 UP YpR72.2 1 =, 4 r pill- mv-9— lbo J�7 7ze v.;e7-;FffF v P--?dT lev s 7�4d o0�y� fu Ya(v Page 1 of 1 Pamela DelleChiaie From: "Dan Ottenheimer"<info@milldverconsulting.com> To: "Heidi Griffin"<hgriffin@townofnorthandover.com>;<blagrasse@townofnorthandover.com>; <pdellechiaie@townofnorthandover.com> Sent: Thursday, September 18,2003 8.51 AM Subject: 226 Rea Street Heidi, Brian and Pam, Just a head's up that the soil test started yesterday at 226 Rea Street needed an overnight soak for the percolation test and we'll be back out there today at 1 :00. Dan Mill River Consulting Septic System Management,Services 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 info@millriverconsulting.com ,I 9/18/2003 MAhT1 O1 / �b,T • 64o-75 r 10 °!°3 �I O-T �- 42,' 52 ' � 1 _ 1 i r-KP )c tog) 1 I + AUsA.9 iso' a 201 za i Iti7 t 9oa � I 751 -- - - � _ .t �7 �•T2J� to I 0/ 211/3--- ioseph j. barbegello,r.s. 1 westward circ a no. reading.mass. ------��v=�.y 7 S --- .` � _ � :=1 � M Tt t•t�Lt LOT 2 t Ofy.75 F-�o�.E sic 7 =ST -c s T r.� 70P-Sol L C .,Gm �C'�'°-�5 5G'' 'K` ��i MfASN�O C'IsAf►tW4 ��B"-�'b� 4"PQaroowmD otL wn mbstQ d Ft� t'vl'g s�►� ! 8 �.. l 6"WAS11tlD CRusNGC 3tt�t tl�, •i'►s . $' b' 30" l�.iyg0��i�oW A,JiF.tA � em)� TILL vA7uRArirAj I'5 1AW, . 1,111 -10 tj AN. AN Ai',�soi 'Tlc' 1 Imo = goo E 9 /^IN/INGN ti 4-5y eUIQ 6&4, l 1j M,4w Z DtST - O v c� �rG .I IJV. _ (0 5.4 J rs �C�CN `. , ►- r 'oma�� v�'� r4 o o 3 � ° O o -- --=� =�=�PST DF P-160CSLL� f- o ? o U al z O 1o5EFH VArWAGALL0 ,fc• (2p� -�ig�