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Miscellaneous - 544 FOSTER STREET 4/30/2018
544 FOSTER STREET �. 210/1048-0004-0000.0 1 Lot & Street D 5TL Map/Parcel CONSTRUCTION APPROVAL Has plan review fee been p YES NO Permit# 7 Plan Approval: Date: Approved by: Designer: •-Df3V/ D Plan Date: ZAdZ Conditions: 59S NI,-X7- E- 725? Waterr ly: Town Well Well P °� Driller: Well Tests: Chemical Date Approved Bacterial ate Approved Bacteria II DaTLsApProved Plumbing Sign-Off: Wiring Sign- Comments: Form "U"Approval: Approval to Issue: YES NO Date Issued By: Conditions: Final Approval: All Permits Paid? 0 NO Well Construction Approval? YES NO Septic System Construction Approval? EYES NO Certification? Y NO Other? YES NO Any Variance Needed? ES NO FINAL BOARD OF HEALTH APPROVAL: DATE: APPROVED BY: 1 SEPTIC SYSTEM INSTALLATION CONDITIONS: e�c —7-6 i9 � 22 G C oc r37 Is the installer licensed? CE�D N Type of Construction: NEW V""PAIRNew Construction: Certified Plot Plan Review YES Floor Plan Review YES Conditions of Approval from Form U YES NO Issuance of DWC permit: i05 NO DWC Permit Paid? NO DWC Permit# �r Installer: Pe fc �fe�--- Begin Inspection: YES NO Excavation Inspectio : / Needed: Passed: By: Construction Inspection: Needed: As Built Plan Satisfactory: ,'YES: i s Approval of Backfill: Date: By: Final Grading Approval: Date: By: Final Construction Approval: Date: 7//J/-,6 By: � Certificate of Compliance: Approval: �)x f0 1-55( - Date: -� Commonwealth of Massachusetts RECEIVED r: d Title 5 Official Inspection Form ; 32057 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments TOWN OF NORTH ANDOVER M 544 Foster Street HEALTH DEPARTMENT Property Address Karen Herman Owner Owner's Name information is required for every North Andover MA 01845 7-26-2017 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may notb ;II red in any way. Please see completeness checklist at the end of the form. Immo out forms A. General Information Q filling out forms � Q 0 on the computer, use only the tab 1. Inspector: key to move your cursor-do not Neil James Bateson use the return Name of Inspector key. Bateson Enterprises Inc. I I Company Name Q -� 111 Argilla Road / Company Address Andover MA 01810 City/Town State Zip Code 978-475-4786 SI-15 Telephone Number License Number o� B. Certification 1 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: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Ne s rther Evaluation by the Local Approving Authority o 7-26-2017 Inspe to s Signature Date 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 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. ****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. t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 544 Foster Street Property Address Karen Herman Owner Owner's Name information is required for every North Andover MA 01845 7-26-2017 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® 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: After Hall Pump changed out discharge valve in pump tank, septic system now passes Title 5 Inspection. 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. Check the box for"yes", "no"or"not determined" (Y, N, ND)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. ❑ Y ❑ N ❑ ND (Explain below): t5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 r Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 544 Foster Street Property Address Karen Herman Owner Owner's Name information is required for every North Andover MA 01845 7-25-2017 page. Cityrrown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altereo in any way. Please see completeness checklist at the end of the form. ' Important:When A. General Information �e1 filling out forms on the computer, use only the tab 1. Inspector: jf+� key to move your cursor-do not Neil J. Bateson use the return Name of Inspector key. � Bateson Enterprises Inc. ��I Company Name 5- 111 Argilla Road r Company Address Andover MA 01810 iS %SO City/Town State Zip Code 978-475-4786 SI-15 Telephone Number License Number B. Certification 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. 1 am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000).The system: ❑ Passes ® Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 1 C 7-25-2017 Insp c is ignatur Date 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 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,; ****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. t5ins.dor-rev.6/16 Title-S Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 544 Foster Street Property Address Karen Herman Owner Owner's Name information is required for every North Andover MA 01845 7-25-2017 page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ 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. Check the box for"yes", "no"or"not determined" (Y, N, ND)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. ❑ Y ® N ❑ ND(Explain below): t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments µM 544 Foster Street Property Address Karen Herman Owner Owner's Name information is required for every North Andover MA 01845 7-25-2017 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes(cont.): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 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 t5ins.dor-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 544 Foster Street Property Address Karen Herman Owner Owner's Name information is required for every North Andover MA 01845 7-25-2017 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 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 fecal coliform bacteria indicates absent 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: Pressure line four pump leaking at shut off valve in pump chamber. Needs to be replaced or repaired D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than %day flow t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 544 Foster Street Property Address Karen Herman Owner Owner's Name information is required for every North Andover MA 01845 7-25-2017 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® 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 fecal coliform bacteria indicates absent 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 and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® 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 flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. 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 11 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. t5ins.doq•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 544 Foster Street Property Address Karen Herman Owner Owners Name information is North Andover MA 01845 7-25-2017 required for every page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ 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? ® ❑ 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: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 4 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 t5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposai System•Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 544 Foster Street Property Address Karen Herman Owner Owner's Name information is required for every North Andover MA 01845 7-25-2017 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 1 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage Yes 9 ( Y 9 (gPd))� Detail: Sump pump? ® Yes ❑ No Last date of occupancy: Current Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins.doc-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 544 Foster Street Property Address Karen Herman Owner Owner's Name information is required for every North Andover MA 01845 7-25-2017 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Pumped November 2016, owner Was system pumped as part of the inspection? ® Yes ❑ No If yes, volume pumped: 1500 gallons How was quantity pumped determined? Measured tank. Reason for pumping: Inspect tank&tee&baffle. Type of System: ❑ 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)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): t5ins.doe-rev.6116 Title 5 Official Inspection Forth:Subsurface Sewage Disposal system•Page 8 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 544 Foster Street Property Address Karen Herman Owner Owner's Name information is required for every North Andover MA 01845 7-25-2017 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: 15 years old, 5-22-2002, as built plan. Pump& blower was replaced last year, owner. Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 3 feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): 4" PVC through wall, 4" PVC to tank. 2"& 3" PVC in house, no leaks visible. Septic Tank(locate on site plan): Depth below grade: 2 feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 10'x 5'x 4' Sludge depth: 3" t5ins.dog-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 544 Foster Street Property Address Karen Herman Owner Owners Name information is required for every North Andover MA 01845 7-25-2017 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 22" Scum thickness 1 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 14" 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 baffle ok. Depth of liquid at outlet invert. No evidence of leakage. Pumped septic tank. Inlet tee has riser to grade. Outlet baffle has riser to grade. Grease Trap(locate on site plan): Depth below grade: feet 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: t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 544 Foster Street Property Address Karen Herman Owner Owner's Name information is required for every North Andover MA 01845 7-25-2017 page. City/Town. State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 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 per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): "Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins.doq•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts _ . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 544 Foster Street Property Address Karen Herman Owner Owners Name information is required for every North Andover MA 01845 7-25-2017 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 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.): Pump Chamber(locate on site plan): Pumps in working order: ® Yes ❑ No* Alarms in working order: ® Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Pump tank ok. Pump ok. Floats ok. Pump discharge pipe leaking at shut off valve . Needs to be replaced or repaired. Pump was replaced last year. * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins.dog-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 544 Foster Street Property Address Karen Herman Owner Owner's Name information is North Andover MA 01845 7-25-2017 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: 36'x 41' ❑ overflow cesspool number: ® innovative/alternative system Type/name of technology: Fast media to pressure dosing leach area 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. Dug test hole in middle of system, no water to stone. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins.doG•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 544 Foster Street Property Address Karen Herman Owner Owner's Name information is required for every North Andover MA 01845 7-25-2017 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 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.): t5ins.dod-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 544 Foster Street Property Address Karen Herman Owner Owner's Name information is required for every North Andover MA 01845 7-25-2017 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately g . 19`9 �` 2�8u� t to DO 3 1 5-CO 641 Kt cccl 0 O I---� Ctip��VGc�W� U�k t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 544 Foster Street Property Address Karen Herman Owner Owners Name information is required for every North Andover MA 01845 7-25-2017 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: 4 feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: 11-15-2000 Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health-explain: Design plan ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: As per test pit data on design plan Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins.dw•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 544 Foster Street Property Address Karen Herman Owner Owner's Name information is required for every North Andover MA 01845 7-25-2017 page. Citylrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins.docr•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 Summary Record Card generated on 7117/2017 2:57:20 PM by Karen Hanlon Page 1 Town of North Andover Tax Map # 210-1043-0004-0000.0 Parcel Id 16333 544 FOSTER STREET HERMAN, KAREN 544 FOSTER ST NORTH ANDOVER, MA 01845 Class 101 Single Family Property Type 1 Residential Zoning2 1 Residential Zoning3 1 Residential Size Total 0.69 Acres FY 2017 UB Mailing Index Name/Address Type Loan Number Active/Inact. From Until HERMAN, KAREN Payor 544 FOSTER ST NORTH ANDOVER,MA 01845 UB Account Maint. Account No Cycle Occupant Name Active/Inactive Bldg Id. 18085.0-544 FOSTER STREET Last Billing Date 4/6/2017 3180113 03 Cycle 03 Active UB Services Maint. Account No. 3180113 Service Code Rate Charge Multiplier/Users MISCFEE ADMIN FEE 0.635/8 7.82 1/ WTR WATER 01 ALL METER SIZE 72.20 /1 UB Meter Maintenance Account No.3180113 Serial No Status Location Brand Type Size YTD Cons 44152938 a Active 00 ERT HH b Badger w Water 0.63 0.63 255 Date Reading Code Consumption Posted Date Variance 6/13/2017 281 a Actual 15 -27% 3/10/2017 266 a Actual 19 4/12/2017 2% 12/12/2016. 247 aActual 19 1/23/2017 -47% 9/13/2016 228 a Actual 35 10/24/2016 152% 6/17/2016 193 a Actual 15 8/2/2016 3% 3/14/2016 178 a Actual 14 4/22/2016 11% 12/14/2015 164 aActual 13 1/20/2016 -33% 9/11/2015 151 aActual 19 10/16/2015 46% 6/11/2015 132 aActual 12 7/24/2015 9% 3/18/2015 120 a Actual 12 4/28/2015 -3% 12/15/2014 108 aActual 12 1/15/2015 -57% 9/16/2014 96 a Actual 30 10/15/2014 159% 6/12/2014 66 a Actual 11 7/16/2014 -1% 3/13/2014 55 aActual 11 4/11/2014 -26% 12/13/2013 44 aActual 15 1/17/2014 -17% 9/13/2013 29 a Actual 18 10/15/2013 13% 6/14/2013 11 a Actual 11 7/24/2013 -71% 4/12/2013 0 n New Meter 0 7/24/2013 -100% 3/20/2013 928 m Manual estimate 50 4/22/2013 85% 12/26/2012 878 m Manual estimate 30 1/9/2013 26% 9/24/2012 848 m Manual estimate 25 10/15/2012 15% 6/18/2012 823 m Manual estimate 20 7/16/2012 21% 3/20/2012 803 m Manual estimate 15 4/14/2012 27% MSG 12/29/2011 788 m Manual estimate 15 1/17/2012 -45% MSG 9/16/2011 773 a Actual 25 10/13/2011 97% 6/13/2011 748 a Actual 12 7/20/2011 -20% 3/15/2011 736 a Actual 15 4/13/2011 0% Commonwealth of Massachusetts _ Citk/Town of . System Pumping-Record Form 4 DEP has provided this form for use-by local Boards of Health. Other forms may be bsed,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 forrh 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/ 'ght f �ift/Right rear of house, Left/right side of house, Left/ Right side of building, Le ght front of building, Left/Right rear of building, Under deck Address �j p i �✓ Cily/Town / State - Zip Code 2. System Owner. Name' Address(if different from location) City/Town Statee'e Zip Code Telephone Number i .B. Pumping Ptecord 1. Date of Pumping P g Date 2. Quantity Pumped: Gallons .3. Type-of system: ❑ Cesspool(s) is Tank ❑ Tight Tank ❑ Other(describe): 4. Effluent Tee Filter present? ❑ Yes Le}'No If yes, was it cleaned? ❑ Yes ❑ No, 5. Condition of System: 6: System Pumped By: Neil Bateson.- F5821 Name Vehicle License Number Bateson Enterprises Inc Company 7. Locati here contents-were disposed: -L Lowell Waste Water Sign a Haul Date =4.doc•06/03 System Pumping Record•Page 1 of 1 Invoice �f&we;x&, Jw. Invoice Number: 49117 44 Commercial Street Tele: (508) 880-0233 Invoice Date: Raynham, MA 02767 Fax: (508) 880-7232 Apr 20,2017 Page: 1 Sold To: Ship To: Karen Herman 544 Foster Street 544 Foster Street North Andover,MA 01845 North Andover,MA 01845 Customer ID Serial Number Payment Terms 2908W 2N281 Net 30 Days Sales Rep ID Shipping Method Ship Date Due Date Best Wav 520/17 Quantity Item Description Unit Price Extension LC Annual Renewal Annual Renewal of Service Contract for Onsite 380.00 380.00 Wastewater Treatment System effective Date 05/01/17 through 04/30/18 Q ----------- ===- --___=_ -C-UT HERE AND RETURN BOTTOM PORTION WITH PAYMENT------ ----------------- Karen --- -----------Karen Herman 544 Foster Street 49117 544 Foster Street North Andover,MA 01845 North Andover,MA 01845 2908W Subtotal 380.00 Sales Tax Total Invoice Amount 380.00 Check No: Payment Received TOTAL DUE 380.00 44 Commercial Street Raynham,MA 02767 Tel: (508)880-0233 Fax: (508)880-7232 November 11,2016 North Andover Board of Health 1600 Osgood Street North Andover,MA 01845 Attention: Health Agent Reference: FAST®Wastewater Treatment System-Serial Number: 2N281 Attached please find the Field Inspection& Service Report with field test results for services performed on 10/13/16 at the property of Karen Herman located at 544 Foster Street,North Andover,MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Karen Herman Massachusetts DEP ' P I W C a A P a R A T E D 8450 Cole Parkway, Shawnee, KS 66227,Phone 913-422-0707,Fax 913-422-0808 e-mail:onsite@biomicrobics.com,www.biomicrobics.com,800-753-FAST(3278) MASSACHUSETTS FIELD INSPECTION & SERVICE REPORT For Bio-11 ficrobics FASr Systems 27505 INSTALLATION AUTHORIZED SERVICE PROVIISER Installation Address: 544 Foster Street Name: Wastewater Treatment Services,Inc. North Andover,MA 01845 Owner Name: Karen Herman Mail Address: 544 Foster Street Mail Address: 44 Commercial Street North Andover,MA 01845 Raynham,MA 02767 Phone: 978-685-1964 Fax: e-mail: Phone: (508)880-0233 Fax: (508)880-7232 e-mail: t � INSTALLATIONINFORMATION od o Serial No. Startup Date Date of last oumn out MicroFAST.5 2N281 5/29/2002 8112004 Approval 13M O General O Provisional O Piloting (x)Remedial O General Denite Seasonal Residence ()Yes (x) No EQUIPIKENT YESNO MAINTENANCE PERFORMEI)AND COMMENTS Electrical Panel(s) Visual Alarm Operating x Audio Alarm Operating x (if present) Blower(s) Air Inlet Filter Clean x Blower Hood Vents-Clear x Excessive Noise x Excessive Vibration x Treatment unit(s) Unusual Odor x Settleable Solids Test Performed Pump out Required x Primary Settling Zone Sludge Depth 12" Aerobic Treatment Zone Sludge Depth 14" Thickness of Scum Layer 12" Sludge Level Distance to Outlet Depth of Ponding Within SAS Visual Observation Comments: Measurement Comments: EFFLUENT I�'11VIIT RESTJLT Estimated Daily Flow 440 gpd pH(Standard Units) 6 to 9 7 Turbidity <40 NTU 10.56 Dissolved Oxygen >2 Mg/L 5.66 Color Clear Clear. Temperature 58 Odor Not Septic Earthy Effluent Solids (x)None 0 Some Effluent Samples Taken: Influent: ()pH ()BOD ()CBOD ()TSS ()TKN ()Nitrate ()Nitrite ()Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia ()Alkalinity ()Oil/Grease ()VOC ()Fecal Coliform Effluent: ()pH ()BOD ()CBOD ()TSS ()TKN ()Nitrate ()Nitrite ()Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia. ()Alkalinity ()OiUGrease ()VOC ()Fecal Coliform Description of any maintenance performed since previous inspection&during this inspection: Cleaned Filter,Checked Splash Recycle,Pump(s) Inspected,Float(s)Inspected Notes and Comments: Pumps and floats have been inspected and are operational. CERTIFIED OPERATOR NAME, CERTIFICATION NUMBER. SERVICE DATE John Medeiros 17549 10/13/16 OPERATbR SIGNATURE,; �, I I I RECEIVED DEC ' `L 2018 44 Commerc'9NORTH ANDOVER Raynham, MA "H DEPARTMENT 02767 Tel: (508)880-0233 Fax: (508)880-7232 November 11, 2016 North Andover Board of Health 1600 Osgood Street North Andover, MA 01845 Attention: Health Agent Reference: FAST' Wastewater Treatment System- Serial Number: 2N281 Attached please find the Field Inspection& Service Report with field test results for services performed on 10/13/16 at the property of Karen Herman located at 544 Foster Street,North Andover, MA. Please call if you have any questions or require additional information. Sincerely, e7/ a? a?:A, d�-,. e2r ''-&e, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Karen Herman Massachusetts DEP i;6' ..„.�......r:..�I fF C O R P O R i1 i E D 8450 Cole Parkway, Shawnee, KS 66227, Phone 913-422-0707, Fax 913-422-0808 e-mail:onsite@biomicrobics.com,www.biomicrobics.com, 800-753-FAST(3278) MASSACHUSETTS FIELD INSPECTION & SERVICE REPORT For Bio-Microbics FAST'Systems 27505 INSTALLATION AUTHORIZED SERVICE PROVIDER Installation Address: 544 Foster Street Name: Wastewater Treatment Services,Inc. North Andover,MA 01845 Owner Name: Karen Herman Mail Address: 544 Foster Street Mail Address: 44 Commercial Street North Andover,MA 01845 Raynham,MA 02767 Phone: 978-685-1964 Fax: e-mail: Phone: (508)880-0233 Fax: (508)880-7232 e-mail: INSTALLATION INFORMATION Model No. Serial No. Startup Date Date of last pump out MicroFAST.5 2N281 5/29/2002 8/1/2004 Approval Type () General () Provisional () Piloting (x)Remedial () General Denite Seasonal Residence ()Yes (x) No EQUIPMENT YES NO MAINTENANCE PERFORMED AND COMMENTS Electrical Panel(s) Visual Alarm Operating x Audio Alarm Operating x (if present) Blower(s) Air Inlet Filter Clean x Blower Hood Vents Clear x Excessive Noise x Excessive Vibration x Treatment unit(s) Unusual Odor x Settleable Solids Test Performed Pump out Required x Primary Settling Zone Sludge Depth 12" Aerobic Treatment Zone Sludge Depth 14" Thickness of Scum Layer 1/2" Sludge Level Distance to Outlet n Depth of Ponding Within SAS Visual Observation Comments: Measurement Comments: EFFLUENT LIMIT RESULT Estimated Daily Flow 440 gpd pH(Standard Units) 6 to 9 7 Turbidity <40 NTU 10.56 Dissolved Oxygen >2 Mg/L 5.66 Color Clear Clear Temperature 58 Odor Not Septic Earthy Effluent Solids (x)None ()Some Effluent Samples Taken: Influent: ()pH ()BOD OCBOD ()TSS OTKN ()Nitrate ()Nitrite O Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia ()Alkalinity ()Oil/Grease ()VOC ()Fecal Coliform Effluent: ()pH ()BOD ()CBOD ()TSS ()TKN ()Nitrate ()Nitrite ()Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia ()Alkalinity ()Oil/Grease OVOC ()Fecal Coliform Description of any maintenance performed since previous inspection&during this inspection: Cleaned Filter,Checked Splash Recycle,Pump(s) Inspected,Float(s)Inspected Notes and Comments: Pumps and floats have been inspected and are operational. CERTIFIED OPERATOR NAME CERTIFICATION NUMBER SERVICE DATE John Medeiros 17549 10/13/16 OPERATOR SIGNATURE I 161, I i I I i i 1 I i i I 2,un of Ivo►�TH �, W TE,� Sc�PNL7 �J jbwnl 4B wEC.C_ APFRoutFD SS WPIC sy s IEA l I)CSI 6 /PRZOvlN6 /urtyoj�,Ty CO/JPlTiO/vs= DI�PPR�VEp D/�IE R�4S4N5 D SrPrc c Sy5TEMt i�j sra t. T,nA cYcAv4T(o'�,j )NSP�-c►(oma D/�rG -1y�G Q 1?4ss ❑ F41L- �cNA� I;VSPF�rlon� 4PFROVED U/3TC APFJt OJIA)6 AUTHOI?rry G �4�1�IT�p1,-SAL 1�15�'z.T(pNs X11=A►�y� D�S�iP��Uv�l� D,arC FML APPi?avAL APPRW J6 6U;Hord � v� L-I' �✓ �- �we� 0t�5�� r 8r 5oxc O -J f � ��� f;s46y- s-�, Town of North Andover, Massachusetts Form No. 1 0f Dt%ORr 6 9y BOARD OF HEALTH O ` /l n0 2 0�y lo �.9 ADRATE Dwr` �* APPLICATION FOR SITE TESTING/INSPECTION `SSACHUSE� Applicant Ly NAME q ADD ESS Site Location TELEPHONE Engineer �Jd NAME ADDRESS Test/Inspection Date and Time / TELEPHONE FZCH " RMAN BOA` ee OF .EALTH Test No. C S.S. Permit No. f D.W.C. No. �_C.C. Date�_Plbg. Permit No. PLANNING•DESIGN•CONSTRUMON•OPERATIONS WATER•WASTEWATER•DRAINAGE•SEPTI(•SITE ENGINEERING 47-A Wilson Place, Mansfield,MA 02048-2512•Tel: 508-339-0806• Fax: 508-337-9440•e-mail: bdoeng@ici.net February 2, 2001 Ms. Susan Ford, R.S., Health Inspector Town of North Andover Community Development& Services 27 Charles Street North Andover, MA 01845 978-688-9540 RE: SOIL EVALUATION FOR SEPTIC SYSTEM REPAIR AT 544 FOSTER STREET,NORTH ANDOVER,MA Dear Ms. Ford: Thank you for your letter dated January 26, 2001 regarding our soil evaluation for the referenced site. We understand your opinion that the on site soils should be considered compacted. As you know, your evaluation reduces the design Long Term Acceptance Rate (LIAR) to 0.15 gpd/sf. In addition, this classification will require a pressure distribution system rather than a conventional leaching area. Please note the following variances that we are requesting for this septic system upgrade: 1. Title 5: 310 CMR 15.140--Percolation Test: Use sieve analysis and soil evaluation to determine the LTAR. As you know, the high groundwater at the time of the percolation test prevented percolating in the C layer. 2. Title 5: 310 CMR 15.211--Minimum Setback Distances: Reduce property line setback from Soil Absorption System from 10-feet to 6-feet along the street right of way. The available area for the septic system is quite small due to wetland setback requirements. We understand that you concur with the rest of the soil evaluation data contained in our submittal— specifically the estimated seasonal high groundwater table. We will continue with our design based on the submitted data and the revised classification of compacted. We would appreciate written confirmation of our variance requests so that we can add it to our DEP submittal package. Please call me if you have any questions or require further information. Thank you for your attention. Sincerely, BDO EN NEE NG 4herl avid Oan er, P.E. Civil/Environmental Engineer cc: Owner P.S. We concur that the 100 year flood plain does intersect the site. However, we would like to clarify that the location of the test pits—between the front of the house and Winter Street—is clearly outside of the delineated flood plain. Reference Flood Insurance Rate Map, Community Panel Number 250098 0007 C, dated June 2, 1993. nandboh02 Town of North Andover Office of the Health Department _ a Community Development-and Services Division . William J.Scott,Division Director " °- �--�• �.4 ♦t'a�y 27 Charles Street SS�s�o 4rfiD Sandra Starr North Andover,Massachusetts 01845 Telephone 978( )688-9540 Health Director Fax(978)688-9542 February 2,2001 David Oberlander BDO Engineering 47-A Wilson Place Mansfield,MA 02048-2512 Subject: 544 Foster Street Dear Mr. Oberlander, Please be advised that the North Andover Health Department has determined that the soils at the above-mentioned address are compacted. Sincerel , Susan Ford,R.S. Health Inspector Cc: Sandra Stan,Health Director file BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Town of North Andover f ,,QWTM Office of the Health Department Community Development and Services Division William J.ScottDivision Director � - • ' ' 27 Charles Street �4ss�cau5 t Sandra Starr North Andover,Massachusetts 01845 Telephone(978)688-9540 Health Director Fax(978)688-9542 January 26, 2001 David Oberlander BDO Engineering 47-A Wilson Place Mansfield,MA 02048-2512 Subject: 544 Foster Street Dear Mr. Oberlander, This.correspondence is in response to the letter you sent to the North Andover Health Department regarding the address listed above. Along with the submission of the soil evaluation forms,you requested a written concurrence with recorded data in regards to the soil at this site. As indicated by my previous note,we have been reviewing your submission. A careful review of all of the information has lead Health Department personnel to a determination of the soils observed at 544 Foster Street as compacted Therefore,this office cannot issue a written concurrence of your determination of not compacted soils. Although many of the items listed in the letter are not in dispute,there are disagreements. The specific items are as follows. 1) Your#5 indicated,"Very little pressure was required to crush the samples". The definition of pressure can be disputed. The Health Director and myself felt that the soil was very firm and ruptured after significant pressure. The soil was not loose. 2) Your#4 indicated,"Water entered test pits quite quickly". Again, speed is relative. There appeared to be water from hill runoff as well as slower weeping from ground water. In addition,historical observations of standing water on this .7-acre property, which is primarily in the flood plain and bounded by a stream and wetlands,give cause for great concern in the placement of a conventional septic system. Our concerns for the environment and for future owners of the property require this office to take a conservative line in this determination. You have,however,the right to disagree and appear before the Board of Health. If you would like to perform any additional site testing,the Health Department will be available to witness these BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 tests. We would suggest that an impartial third party agreeable to both groups be also present if additional tests are to be performed. Sincerely,. -Susan Ford,R.S. Health Inspector ZONE X Z m ZONE X i m m ZONE A A. ZONE X ZONE X FAST s 117 I ZONE X F " Stone N E X Crossing v ZONE 124 ZpiVE ZONE X 7 PLANNING•DESIGN CONSTRUCTION OPERATIONS WATER WASTEWATER DRAINAGE SEPTIC SITE ENGINEERING 47-A Wilson Place,Mansfield,MA 02048-2512•Tel: 508-339-0806• Fax: 508-331-9440• e-mail:bdoeng@ici.net February 2, 2001 Ms. Susan Ford, R.S., Health Inspector Town of North Andover Community Development& Services 27 Charles Street North Andover, MA 01845 978-688-9540 RE: SOIL EVALUATION FOR SEPTIC SYSTEM REPAIR AT 544 FOSTER STREET,NORTH ANDOVER,MA Dear Ms. Ford: Thank you for your letter dated January 26, 2001 regarding our soil evaluation for the referenced site. We understand your opinion that the on site soils should be considered compacted. As you know, your evaluation reduces the design Long Term Acceptance Rate (LTAR) to 0.15 gpd/sf. In addition, this classification will require a pressure distribution system rather than a conventional leaching area. Please note the following variances that we are requesting for this septic system upgrade: 1. Title 5: 310 CMR 15.140--Percolation Test: Use sieve analysis and soil evaluation to determine the LTAR. As you know, the high groundwater at the time of the percolation test prevented percolating in the C layer. 2. Title 5: 310 CMR 15.211--Minimum Setback Distances: Reduce property line setback from Soil Absorption System from 10-feet to 6-feet along the street right of way. The available area for the septic system is quite small due to wetland setback requirements. We understand that you concur with the rest of the soil evaluation data contained in our submittal— specifically the estimated seasonal high groundwater table. We will continue with our design based on the submitted data and the revised classification of compacted. We would appreciate written confirmation of our variance requests so that we can add it to our DEP submittal package. Please call me if you have any questions or require further information. Thank you for your attention. Sincerely, BDO EN NEE NG Pavi�O4berlan er, P.E. Civil/Environmental Engineer cc: Owner P.S. We concur that the 100 year flood plain does intersect the site. However, we would like to clarify that the location of the test pits—between the front of the house and Winter Street—is clearly outside of the delineated flood plain. Reference Flood Insurance Rate Map, Community Panel Number 250098 0007 C, dated June 2, 1993. nandboh02 l Town of North .Andover ',ORTa Of ZtNo °A•ti0 Office of the Health Department °='" Community Development and Services Division ; s William J.ScottDivision Director 27 Charles Street �SSH[MU5Et North Andover,Massachusetts 01845 Sandra Starr Telephone(978)688-9540 Health Director Fax(978)688-9542 December 21, 2000 David Oberlander BDO Engineering 47-A Wilson Place Mansfield, MA 02048-2512 Dear Mr. Oberlander, This correspondence is in regards to 544 Foster Street,North Andover. The Health Department has received your letter dated December 15th and are in the process of reviewing it. It is clear that our office has a different opinion on a few of the items described in the letter, therefore we will be seeking some clarification from DEP. You will be contacted as soon as determinations have been made. Thank you. Sincerely, san Ford, R.S. Health Inspector Cc: file BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 NURSE 688-9543 PLANNING 688-9535 ry ID PLANNING•DESIGN CONSTRUCTION OPERATIONS WATER WASTEWATER DRAINAGE SEPTIC SITE ENGINEERING 47-A Wilson Place, Mansfield, MA 02048-2512•Tel: 508-339-0806• Fax:508-331-9440•e-mail:bdoeng@ici.net December 15, 2000 Ms. Susan Ford, R.S., Health Inspector DEC 18 Town of North Andover Community Development& Services 27 Charles Street North Andover, MA 01845 978-688-9540 RE: SOIL EVALUATION FOR SEPTIC SYSTEM REPAIR AT 544 FOSTER STREET,NORTH ANDOVER,MA Dear Ms. Ford: The purpose of this letter is to submit our soil evaluation forms and request written concurrence with our recorded data. As you know, a standard percolation test was not possible due to the saturated conditions caused by a relatively high groundwater table coupled with several days of rain prior to the field testing. We have estimated the seasonal high groundwater table using the mottles noted in test pit 3 (most shallow mottles noted, 38" below grade or elevation 123.0). This elevation compares favorably with the water surface elevation in the wetland area (elevation 122.9). The most restrictive soil (C2 layer in test pit 1 and C layer in test pits 2 and 3) falls in the Sandy Loam category per the Title 5 soil textural triangle. A representative sample of this material was submitted for laboratory analysis which revealed a composition of 65% sand, about 34% silt, and less than 1% clay. See attached laboratory analysis. Using Appendix 1 of the DEP's Alternative to Percolation Testing for System Upgrades, we determined that the soils are not compacted per the following criteria: 1. The backhoe(rubber tire backhoe/loader) did not have any difficulty excavating the C layer. The bucket did not chatter across the surface nor was it restricted to shallow cuts. 2. The side of the excavation was friable to firm. It could be penetrated with the point of a shovel. 3. Few rock fragments were noted in the material. 4. Water entered the test pits quite quickly. The water level in a nearby abandoned well was observed to drop quite quickly as the water from the well casing percolated into the test pit. 5. When squeezed between the thumb and forefinger, some samples of soil did rupture suddenly while others were more gradual. In all cases, very little pressure was required to crush the samples. CD December 15,2000---Page 2 PLANNING•DESIGN•CONSTRUCTION•OPERATIONS•WATER•WASTEWATER•DRAINAGE•SEPTIC•SITE ENGINEERING 47-A Wilson Place, Mansfield,MA 02048-2512•Tel: 508-339-0806• Fax: 508-337-9440•e-mail: bdoeng@ici.net 6. The soil appeared moist at first glance. However, after passing a sample from hand to hand the surface of the sample appeared saturated. Our soil evaluation would place the soil in the Uncompacted, Class Il category with a Long Term Acceptance Rate (LTAR) of 0.33 gpd/sf. If you agree with our evaluation, please provide written concurrence so that we can proceed with the State variance process. Please call me if you have any questions or require further information. Thank you for your attention. Sincerely, BDO ENGINEERING David Oberlander, P.E. Civil/Environmental Engineer cc: Owner nandbohOl FORM II- SOIL EVALUATOR FORM Page 1 of 3 No. Date: Commonwealth of Massachusetts North Andover, Massachusetts Soil Suitability Assessment for On-Site Sewage Disposal Performed By: David Oberlander, BDO Engineering 508-339-0806 Date: November 15, 2000 Witnessed By: Susan Ford, Health Inspector Location Address or Lot#: Owner's Name,Address,and,Telephone#: Existing Dwelling at 544 Foster Street Washington Mutual Bank North Andover, MA c/o Homeowner's Advantage Real Estate 11-15 Bird Street New Construction: ❑ Repair Foxboroueh. MA 02048 tel. 508-543-3210 Office Review Published Soil Survey Available: No ❑ Yes Year Published February 1981 Publication Scale 1:15,840 Soil Map Unit CbC Drainage Class well drained Soil Limitations Surfacial Geology Report Available: No ❑ Yes Year Published 1979 Publication Scale 1:190,080 Geologic Material (Map Unit) Hinckley-Windsor-Merrimac association Landform outwash deposits 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 November 2000 Range: Above Normal ® Normal ❑ Below Normal ❑ Other References Reviewed: REPRODUCTION OF DEP APPROVED FORM DATED 12-07-95 FORM II -SOIL EVALUATOR FORM Page 2A of 3 Location Address or Lot No. 544 Foster Street,North Andover, MA On-site Review Deep Hole Number: TP#1 Date: November 15, 2000 Time: 10:00 AM Weather: sunny 50°Fs Location(identify on site plan) west side of house(front yard)--see site plan Land Use residential Slope(%) 0-3% Surface Stones yes,rock walls Vegetation grass Landform valley Position on landscape(sketch on back) see site plan Distances from: Open Water Body none observed Drainageway none observed Possible Wet Area 65-feet Property Line 40-feet Drinking Water Well none observed Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other Surface(inches) (USDA) (Munsell) (Structure,Stones,Boulders,Consistency,1,o (rrnveh 0 to 9 Ap Loam l OYR 3/2 Not Observed Topsoil,Friable 9 to 22 Bw Sandy Loam IOYR 5/6 Not Observed Subsoil,Friable 22 to 25 Oi Organic IOYR 2/1 Not Observed High Fiber 25 to 29 E Silty Loam l OYR 5/2 Not Observed F Sand and Silt, Friable 29 to 52 C1 Loamy Sand 2.5Y 6/2 Not Observed F Sand,Little M Sand, Some Silt, Fe Stones,Occasional Boulder,Friable 52 to 96 C2 Sandy Loam 5Y 6/3 Common@ 52",Coarse, F Sand, Some Silt,Friable to Firm 96 Boulders Distinct, 7.5YR 5/8 Groundwater too high for 5Y 7/2 percolation test *MINIMUM OF TWO HOLES REQUIRED AT EVERY DISPOSAL AREA Parent Material (geologic) lacustrine? Depth to Bedrock: >8' Depth to Groundwater Standing Water in Hole: >52" Weeping from Pit Face: 52"—affected by adjacent well (abandoned) Estimated Seasonal High Groundwater: 52" per mottles (seems low) REPRODUCTION OF DEP APPROVED FORM DATED 12-07-95 FORM II-SOIL EVALUATOR FORM Page 2B of 3 Location Address or Lot No. 544 Foster Street,North Andover, MA On-site Review Deep Hole Number: TP#2 Date: November 15, 2000 Time: 10:30 AM Weather: sunny 50°Fs Location (identify on site plan) west side of house(front yard)--see site plan Land Use residential Slope(%) 0-3% Surface Stones yes,rock walls Vegetation grass Landform valley Position on landscape (sketch on back) see site plan Distances from: Open Water Body none observed Drainageway none observed Possible Wet Area 80-feet Property Line 25-feet Drinking Water Well none observed Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other Surface(inches) (USDA) (Munsell) (Structure,Stones,Boulders,Consistency, o Gngveh 0 to 11 Ap Loam 10YR 3/2 Not Observed Topsoil,Friable 11 to 35 Bw Sandy Loam l OYR 5/2 Not Observed Subsoil,Friable Common@ F Sand, Some Silt, Some Stones, 35 to 96 C Sandy Loam 5Y 6/3 52",Coarse, Friable to Firm Distinct, 96 Boulders 7.5YR 5/8 5Y 7/2 Groundwater too high for ercolation test *MINIMUM OF TWO HOLES REQUIRED AT EVERY DISPOSAL AREA Parent Material (geologic) lacustrine? Depth to Bedrock: >8' Depth to Groundwater Standing Water in Hole: 78" Weeping from Pit Face: Estimated Seasonal High Groundwater: 46" per mottles REPRODUCTION OF DEP APPROVED FORM DATED 12-07-95 Location Address or Lot No. 544 Foster Street,North Andover,MA FORM II- SOIL EVALUATOR FORM Page 2C of 3 On-site Review Deep Hole Number: TPU Date: November 15,2000 Time: 11:00 AM Weather: sunny 50°Fs Location (identify on site plan) west side of house(front yard)--see site plan Land Use residential Slope(%) 0-3% Surface Stones yes,rock walls Vegetation grass Landform valley Position on landscape(sketch on back) see site plan Distances from: Open Water Body none observed Drainageway none observed Possible Wet Area 40-feet Property Line 90-feet Drinking Water Well none observed Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other Surface(inches) (USDA) (Munsell) (Structure,Stones,Boulders,Consistency,1,o Gngvel) 0 to 11 Ap Loam 10YR 3/2 Not Observed Topsoil, Friable 11 to 22 Bw Sandy Loam l OYR 5/2 Not Observed Subsoil,Friable Common@ F Sand, Some Silt, Some Stones, 22 to 108 C Sandy Loam 5Y 6/3 52", Coarse, Friable to Firm Distinct, 108 Boulders 7.5YR 5/8 5Y 7/2 Groundwater too high for ercolation test *MINIMUM OF TWO HOLES REQUIRED AT EVERY DISPOSAL AREA Parent Material (geologic) lacustrine? Depth to Bedrock: >9' Depth to Groundwater Standing Water in Hole: 86" Weeping from Pit Face• Estimated Seasonal High Groundwater: 38" per mottles REPRODUCTION OF DEP APPROVED FORM DATED 12-07-95 FORM II- SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. 544 Foster Street,North Andover, MA Determination for Seasonal Hikh Water Table Method Used: ❑ Depth observed standing in observation hole inches ❑ Depth weeping from side of observation hole inches ® Depth to soil mottles 39-inches ❑ Ground water adjustment Index Well Number Reading Date Index well level Adjustment factor 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 _April 1995 (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 December 15 2000 REPRODUCTION OF DEP APPROVED FORM DATED 12-07-95 n ��►� �� �I :11111111111���11►1 , - ' 11111 IIIIIIINIIIIIIl/11/ 1!1111 Cllelllil , 11i111111111111111111 n11111i1�11111111111111 1111®111 � � �111111r1�11111111111111111®111 - � IIIIIIIIf11111111111111N11111111 �� :��. �� IIN111111�!IIIIIIIIINE�lllllll'I 1 ! IIINIf!IIIIINIIIIIIIIIIIIIIII 1!2f11� 1flIII©IINIIIIIIIIIIIIIII �� � - 1�11NIL1111111111111N1111111111 111.'lIIf11111 ''111111111111111111111 �� IIIIIIIIIIIIININIIII 11111111111 � 1111111111111111111111 IIIIIIN111 - ra - ��� 111111111111111111111111111111111 11111111111111111111111111111111 � ��1111!�1�.,��11111!��1111111111111111 IIIIIIffif1111I11111111111111111 �l1�'s�'11111111111►1 " � I . , • : � 1111111 Ili 1111N11111(IINIIIIII �1111111 � .; ll�f�'I��11li�I1111111N11 Iilllll ® " P Pail rllll NI111111�l11 � , 111111®111 '11f�111111 IIIlfrilli111 ® 1► IIIIIIIIN11111111111111111MEN %1111 Om 111111NI I IINIIIINII 11 �� IIIIIINIIL�11111111111111111111111 a. BOARD OF HEALTH a�3 NORTH ANDOVER, MA 01845 (' 978-688-9540 5 APPLICATION FOR SOIL TESTS v l DATE: l/- -0 0 MAP &PARCEL: Ana P /O 4 R P A Ze-ez LOCATION OF SOIL TESTS: E ©1- tet- 'Da2rUEwAy y��h FtiN L�T't9N 1'�.uTv c4V �rt� OWNER: G a w, - w ✓ttH. T L. NO.: .508 --6-43 >3 2-/0 IS'<<KG CJLS�vJ ADDRESS: 544 Fo5Ts-z S TR e,- ENGINEER: TEL. NO.: -5-6g - 339—0 9oG CERTIFIED SOIL EVALUATOR: S&P zA•�'Dre- Intended Use of Land: Residential SubdivisionSingle Family Home Commercial Is This: Repair Testing: Undeveloped lot testing: In the Lake Cochichewick Watershed? Yes No THE FOLLOWING MUST BE INCLUDED WITH THIS FORM Proof of land ownership (Tax bill, or letter from owner pe .tting test) Plot plan & Location of Testing 64 �KE� 1�r riMb 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$75.00 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 showing the 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 ao� N.A. Conservation Commission Approval: A Ay 4a 1e s �� t tea- a'41 Date Received: Check Amount: Check Date: P- 0- 00 CHEMATtL Pl-0T Pcr/k,.{ pizcoPoSEr-> TEST PT- FR T1TL-6 -6- bE5 l(:�,N -pR(DP oSet, TSS i t-' �T L oC.&-rloj,-f 1 S zs e.T� ,kbs T4 017 Vr��'d TP t rs- �p s� F� s� 05 TE2 i R aFT otz A ov�-r` r MA R ENNEY ENGINEERING, INC SOIL TESTING ?5 High Street ansfield, MA 02048 C I=IA I:N--O F-C v sTo DY RECORD LIENT: 6�J 06rte,' IPROJECT #: 99io PROJECT NAME: END REPORTS TO: RJ�phl. J,� OMPANY: 731-)o PROJECT PROJECT LOCATION: J"qV �QZfZ 574- 1LG i DDRESS: f" s - �9 R4 A #z SAMPLER'S NAME- HONE: : 7-a00G f AX: igna u e: 'AMPLE CUMBER DATE TIME COMP GRAB SAMPLE LOCATION ANALYSIS REQUESTED/REMARKS plinqu' pd by: (Sigr►ature) Date Time Received by: (Signature) Relinquished by: (Signature) Dale Time Received by: (Signature) eMiquished by. (Signature) Dale Time Received by: (Signature) Relinquished by: (Signature) Date Time Received by: (Signature) 12111/98 OFFICE/WORD/CUSTODY,DOC PART 11-HYDROMETER ANALYSIS PROJECT ' BORING NO.: SAMPLE OR SPECIMEN NO. CLASSIFICATION DISH NO. GRADUATE NO. HYDRO.VETEA NO. DISPERSING AGENT USED j� QUANTIY DISPERSING AGENT CORRECTION,Cd ` MENISCUS CORRECTION.C,- ELAPSED TEMP HYORO. CORRECTED PARTICLE TEMP PERCENT FINER TIME TIME o READING READING DIAMETER CORRECTION R- +m MIN �� IR") (R) (D),MM (m) Co PARTIAL, TOTAL } �✓7r L 6,e)4167- 3&"r �oOr '3 ! 04 3 I g3 a- Z7,if 2 it, 7 r(sr rt,I W. Z� o, oz'3gz3 Ro 2a ot13?2 r3.if Z�'3 )ZrGL of 14,e) 0 131 ��f• /G. '�,f-t Ia ?. 091yt'3 �rlf S'• J -7,I C ifd S°O a. q('34f 1,ill /goo Y8'o Is:,� �,o ,F, a.QoZS a,r� 0, Slc.-r' a 00Z WEIGHT DISH PLUS DRY SOIL. C L Aq L 6.00Z IN DISH Specific gravity of solids,GS_ GRAMS DRY SOIL W Corrected hydrometer reading(R) W., a hydrometer reading(R')*Cm The particle diamter(D)is calculated from Stoke's equation using corrected hydrometer reading.Use nornographic chart for solution of Stocke's equation. Hydrometer graduated in specific gravity We = total oven-dry wt of sample used for combined analysis y�g• Gc 100 Partial percent finer= x--(R-Cd+m) Wo oven-dry wt in grams of soil used for hydrometer analyses as- I % Hydrometer vaduated in c per liter Wl _ oven-dry wt of sample retained on No_200 sieve R 7 Z Partial percent finer= W (R-Cd+m) Total percent finer-partial percent finer x�. U. W. REMARKS A = O b13Gy TECHNICIAN COMPUTED BY CHECKED BY Ar U 1214,1. �? �` ANNEY ENGINEERING, INC GRADATION CURVE Environmental Engineers Scientists SAMPLE: 1 CLIENT: BDO Engineering LOCATION: 544 Forest Street,North Andover DATE:12/8/00 U.S.STANDARD SIEVE OPENING IN INCHES U.S.STANDARD SIEVE NUMBERS HYDROMETER 6 4 3 1"2 1 3M 1A 318 3 4 6 0 10 14 16 20 30 40 60 70 100 140 2 270 0 100 ! 80 10 60 20 30 m so 40 W � M 60 _ 4 30 d V 70 w a t 4 2C a0 10 00 t-fl-F 0 100 100 60 10 I 1 O.S 0.1 a.oa 0.01 0.006 0.001 GRAIN SIZE MILLIMETERS ( COBBLES ]( GRAVEL ]( SAND ]( I COARSI K FINE COARSE X MEDIUM 11 RNE 11 SILT OR CLAY J SAMPLE NO. ELEV.OR DEPTH CLASSIFICATION NAT% LL I PL PI NOTES: G��LdI� by, ✓�' '�✓1 ��� ""`^--� 125 High Street,Mansfield,MA 02048 (508)281.1288 FAX(508)2131-1208 Conducted by: Reviewed � PENNEY ENGINEERING,INC a i PENNEY ENGINEERING, INC Environmental/Civil Engineers and Scientists 125 High Street, Mansfield, MA 02048 (508) 261-1288 Client: DO Engineering Wet Weight: 1,638.4 Sample No.: 1 Dry Weight: 1,411.9 Moisture Content: 16.0% Location: 544 Foster Street, North Andover Total Sample Wt: 1,411.9 Sample Date: 11/15/00 Test Date: 12/8/00 Weight of Sieve Weight Sieve Openings US Sieve Weight Percent Retained Percent Finer and Sample of Sieve Inches Millimeters Size Retained Partial Total By Weight 3.00 3-in 0 0 100.0 2.00 2-in 0 0 100.0 1.50 1112-inch 0 0 100.0 596.0 558.5 1.00 25.40 1-inch 37.5 2.7 97.3 558.9 552.2 0.750 19.10 314-inch . 6.7 0.5 96.9 550.1 534.7 0.500 12.70 1/2-inch 15.4 1.1 95.8 552.7 534.8 0.3750 9.52 318-inch 17.9 1.3 94.5 531.2 512.0 0.1870 4.76 No. 4 19.2 1.4 93.2 502.8 486.9 0.7900 2.00 No. 10 15.9 1.1 2,0 438.9 423.3 0.0330 0.84 No. 20 15.6 1.1 90.9 417.9 396.4 0.0165 0.42 No.40 21.5 1.5 89.4 409.9 368.6 0.0098 0.25 No. 60 41.3 4 4 A10D 2.9 86.5 547.3 361.6 0.0059 0.149 No. 100 185.7 13.2 73.3 872.4 340.6 0.0029 0.074 No.200 531.8 37.7 35.7 368.7 325.2 0.0021 0.053 No.270 43.5 3.1 32.6 832.4 375.6 Pan 456.8 32.6 Total Recovered $39.E Sam le: 1,408.81 i L96 i = 65% L / % C-cAY Lo*w Partial percent retained=Wt in grams retained on sieve Total percent retained=Wt In grams retained on sieve - 3+% Si GF Wt in grams of sample used for a given series of sieves Total wt in grams of oven-dried sample Technician: y� � ,�„a Checked: t?., 1 i9{M n-t (Print Name) [ Note: All weights are in grams. Signature: li.: -�__ Signature: ✓' �j7 �'�� PENNEY ENGINEERING, INC 9910/BD0544ForestS1(12/1 1/00) i 0 603-893-4260 :.:::::..:"``' NEW ENGLAND RADON LTD. NER 45 Stiles Road, Suite 206 Salem, New Hampshire 03079 WATER ANALYSIS RESULTS NAME: THOMAS LEMIEUX DATE: 09-Jun-94 52 BOXFORD STREET LAWRENCE , MA 01843 SAMPLE LOCATION : 544 FOSTER STREET LAB. # : 11570 NO . ANDOVER, MA ----------------------------------------------------------------------------- TEST RESULTS MCL STANDARD UNITS HARDNESS . . . . . . . . . . . . . 60 . 0 75 mg/1 Secondary IRON. . . . . . . . . . . . . . . . . 0 . 01 0 . 3 mg/l Secondary MANGANESE. . . . . . . . . . . . 0 . 043 0 . 05 mg/l Secondary T ., pH . . . . . . . . . . . . . . . . . . . 5 . 7 6 . 5 8 . 5 * Secondary CHLORIDES . . . . . . . . . . . . 102 . 0 250 mg/1 Secondary " NITRATES . . . . . . . . . . . . . 0 . 7 10 mg/1 PRIMARY -.--, SODIUM . . . . . . . . . . . . . . . 61 . 2 250 mg/1 Secondary TOTAL DISOLVED SOLIDS 224 500 mg/l Secondary ; ,COLIFORM BACTERIA. . . . 21 <1 Colony/100 ml * PRIMARY NON-COLIFORM BACTERIA "200 <200 Cols . /100 ml * PRIMARY * - Indicates parameters which exceed the Maximum Contaminant Level ( MCL ) or pH range as established by the EPA. Primary standards are standards that are related to health issues . Secondary standards are aestethic in quality and should not affect healthy individuals . WATER DOES NOT MEET Tested by: EPA PRIMARY STANDARDS -------�'-� J�- IN THE PARAMETERS TESTED I / No. FEE COMMONWEALTH OF MASSAC14USETTS Board of Health, AIV , MA. APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct Repair( ) Upgrade( Abandon( XComplete System ❑Individual Components Location -5-44 6-e-5-nnz 15 Owner's Name l�Si��NYo Map/Parcel# Z- Address 560 m I KC ©[ v Dfi w ' / I Lot# Telephone# JJ-�� 7rFlozn AM OZD Installer's Name Designer's Name D 541j- 3 Z/O E Address Address /, IG L t / Telephone# Telephone# 3`O$-339-08 6 pZo48`2 Type of Building �X/ST/n/c�i �w�Z t./lv c Lot Size �O. 30Q- sq.ft. Dwelling-No.of Bedrooms `Tit/�C E — `b��i/syn! FUS FO UQ 'PeR- Garbage grinder Other-Type of Building No.of persons Showers ( ),Cafeteria O Other Fixtures Design Flow (min.required) d40gpd Calculated design flow -33 Design flow provided�_gpd Plan: Date LCLIA249/Number of sheets J Revision Date Title ��o�vsY2��r,�r©nl cpG > -st/85vre�Ac� �:SPpsi�c .��srE�+-� Description of Soil(s) �4/✓D�1 L 2Aen S D/L L O c�rsS Soil Evaluator Form No. Name of Soil Evaluator st///U Date of Evaluation 049&-ec AV DEQ DESCRIPTION OF REPAIRS OR ALTERATIONS � PLL} 15-/41A,16 /ill L,L E- rA'Z,T&- 1-TA- EC 14 A4f3/ L'l y /-it/t> b/6 Zie t9.JZ T:L(2[1 The undersigned agrees to' stall the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees t to a tem op ation until a Certificate of Compliance has been issued by the Board of Health. Signed Date Inspections APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT DATE: CURRENT INSTALLER'S LICENSEn LOCATION: LICENSED INSTALLER: SIGNATURE: TELEPHONE# ' _ ��L/ 75Y6 CHECK ONE: REP. : NEW CONSTRUCTION: IF NEW CONSTUCTION, PLEASE ATTACH FOUNDATION AS-BUILT. TGAIN OF NORTHAWN- BOAR" "ALTH MAR 8 'r Administrative Use Only i $75.00 Fee Attached? Yes No Foundation As-Built? Yes No Floor Plans? Yes No Approval Date: t� INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction of the septic system for the property at / �ZSTcl .ST/t.�% relative to the application oft' ae(lAdated for plans band dated d'{ 6 with revisions dated I understand the following obligations for management.of this project: 1. As the installer I am obligated to obtain all permits and Board of Health approved plans prior to performing any work on a site. I must have the approved plans and the permit on site when any work is being done. 2. As the installer I must call for any and all inspections. If homeowner, contractor, project manger, or any other person not associated with my company schedules an inspection and the system is not ready then item three shall be applicable. 3. As the installer I am required to have the necessary work completed prior to the applicable inspections as indicated below. I understand that requesting an inspection, without completion of the items in accordance with Tile 5 and the Board of Health Regulations may 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. Installer must 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 or verbal OK from engineer must be submitted to Board of Health, after which installer calls for 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. 4. As the installer I understand that only I may perform the work (other than simple excavation) required 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 to operate in the Town of North Andover; significant fines to all persons involved are also possible. 1 5. 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 or consultant. d) Installation of tank, D-box, pipes, stone, vent, pump chamber, retaining wall and other components. 6. 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. Undersigned Licensed Septic Installer Date:- 3//3/0 Disposal Works Construction Permit# �� Jlr • Town of North Andover, Massachusetts Fw • "ORT" BOARD OF ^�No.2 ?°�,,...,•,�, HEALTH �•,�> -DESIGN APPROVAL FOR SOIL ABSORPTION 'SEWAGE DISPOSAL SYSTEM w • applicant Test No 9'. Site Location c� Reference Plans and S ar pets. ENGINEER G ` °DESIGN „ DATE P,er ml3sion Is'granted for an Indl.didual`loll absor tion 'In�atcorijance with regulatrons of'Board of HealthP sewage disposal sy�tem''to be mstallec� rt CH '�a"^s ,•. . ,BOARD OF HEALTH F.. AIRMAN Fee Site System.Peimrf No ' , f :< , ga 4 b :4' •" f�tib TK t. `, .�•t Town of North Andover %ORT#1 Office of the Health Department 1 Community Development and Services Division • 27 Charles Street North Andover, Massachusetts 01845 �4SSACHUS S Sandra Starr Telephone(978)688-9540 I Health Director Fax(978)688-9542 August 2, 2001 i David Oberlander BDO Engineering 47A Wilson Place Mansfield, MA 02048 Re: 544 Foster Street Dear David: This is to notify you that the revised proposed septic system plans dated July 9, 2001 for the repair of 544 Foster Street have been approved by the North Andover Board of Health once the DEP approves the plans. If you have any questions,please do not hesitate to call the Board of Health Office at 978-688-9540. Sincerely, Sandra Starr, R.S., C.H.O. Health Director SS/smc cc: Homeowner's Advantage Real Estate File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 NURSE 688-9543 PLANNING 688-9535 PLANNING•DESIGN•CONSTRUCTION•OPERATIONS WATER•WASTEWATER•DRAINAGE•SEPTIC•SITE ENGINEERING 47-A Wilson Place, Mansfield,MA 02048-2512•Tel: 508-339-0806• Fax: 508-337-9440•e-mail:bdoeng@ici.net July 10, 2001 Ms. Sandra Starr, R.S., C.H.O., Health Director TCV CFS, . Town of North Andover Community Development& Services . JUL 27 Charles Street , 2 Z00� North Andover, MA 01845 ' tel. 978-688-9540,fax 978-688-9542 e p. RE: DEP REVIEW OF PLAN FOR SEPTIC REPAIR PLAN AT 544 FOSTER STREET Dear Ms. Starr: We have received review comments from the Northeast Office of DEP for our septic system repair at 544 Foster Street. The review did not result in any significant changes. The following two clarifications were completed: 1. Our details and specifications were designed around the Bio-Microbics MicroFAST 0.5 system. We edited our notes to clarify the appropriate model. 2. Since this system does not require a distribution box, we removed the distribution box specification from our general notes. We also submitted a letter to DEP that authorizes us to sign for the applicant on Title 5 issues. These clarifications do not affect any previous Board of Health or Conservation Commission concerns. We have enclosed three revised plans (latest revision July 9, 2001)for your records. Please let us know if you need an additional fee for this submittal. If you have any questions or require additional information, please call me at 508-339-0806. Thank you for your attention. Sincerely, DO ENGI EERING l David Oberlander, P.E. Civil/Environmental Engineer cc: Mr. Brian LaGrasse North Andover Conservation Commission 27 Charles Street North Andover,MA 01845 tel. 978-688-9530,fax 978-688-9542 with copies of plan DEP Northeast Owner nandbohlO PLANNING•DESIGN•CONSTRUCTION•OPERATIONS WATER•WASTEWATER•DRAINAGE•SEPTIC•SITE ENGINEERING 47-A Wilson Place, Mansfield, MA 02048-2512•Tel:508-339-0806• Fax: 508-337-9440•e-mail:bdoeng@ici.net April 27, 2001 Ms. Sandra Starr, R.S., C.H.O., Health Director Town of North Andover Community Development& Services 27 Charles Street North Andover, MA 01845 tel.978-688-9540, fax 978-688-9542 RE:PLAN REVISIONS FOR SEPTIC REPAIR PLAN AT 544 FOSTER STREET Dear Ms. Starr: As requested by your office last Friday we are submitting a $60 check to cover your review of the revised septic system plan for 544 Foster Street. We have also enclosed three revised plans (latest revision April 26, 2001). We moved the septic tank and pump chamber to the front of the house to increase the separation from the wetlands. Please disregard the previous plans submitted April 16, 2001. We have also enclosed a revised buoyancy calculation and a revised system curve calculation for your records. If you have any questions or require additional information, please call me at 508-339-0806. Thank you for your attention. Sincerely, BDO ENGINEERING David Oberlander, P.E. Civil/Environmental Engineer cc: Owner 1l nandboh09 OV � W 3 Q 2Q01 t Town of North Andover °� NORTH Office of the Health Department ° - A Community Development and Services Division 27 Charles Street �.ys q�rFo North Andover, Massachusetts 01845 SgCHU5� Sandra Starr Telephone(978)688-9540 Health Director Fax(978)688-9542 June 4, 2001 David Oberlander BDO Engineering 47A Wilson Place Mansfield, MA 02048 Re: 544 Foster Street Dear David: This is to notify you that the plans dated April 26, 2001 will be approved depending upon DEP approval. On February 22, 2001 at our regular meeting, the Board of Health granted a variance to 310 CMR 15.140 to allow a sieve analysis to determine LTAR. This must also receive DEP approval. Local variances that were granted are as follows: • NA 5.02 distances— 1. 50' to wetlands instead of 100' for leach area 2. 25' to wetlands instead of 75' for septic tank • NA 9.04—no reserve area If you have any questions, please do not hesitate to call the Board of Health Office at 978-688-9540. Sincerely, Sandra Starr, R.S., C.H.O. Health Director S S/smc cc: Homeowner's Advantage Real Estate File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATIONi 688-9530 NURSE 688-9543 PLANNING 688-9535 March 14,2001---Page 2 VARIANCES GRANTED FOR 544 FOSTER STREET,NORTH ANDOVER 1. Title 5: 310 CMR 15.140--Percolation Test: Use sieve analysis and soil evaluation to determine the LTAR. 2. Title 5: 310 CMR 15, Innovative/Alternative Technologies, Single Home FAST Remedial Use Approval, Section I.A. Reduced Soil Absorption System: Allow the 50% reduction in the area of the soil absorption system. Other DEP IIA technologies such as Bioclere could be substituted in the event the FAST permit had expired. 3. Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, Part B, Siting and Design of Systems, Section 5.00 Siting of Systems, 5.02 Distances: Reduce the leaching facility setback from wetland from 100-feet to 50-feet as allowed by Title 5. 4. Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, Part B, Siting and Design of Systems, Section 5.00 Siting of Systems, 5.02 Distances: Reduce the septic tank setback from wetland from 75-feet to 25-feet as allowed by Title 5. 5. Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, Part C Design, 9.04 Reserve Area: Waive the requirement to show a reserve area. 544 Foster Street 04/29/01 North Andover, MA PRESDNET.XLS Pressure Distribution Network DESIGN FLOW GPM GPH GPD 0.3 18 440 24 hour day LEACH FIELD SIZE PER PREVIOUS CALCULATIONS Number of Leaching Lines 6 Length of Leaching Lines 41 feet Select Lateral Length 20.5 feet Select Perforation Size 0.375 inches Select Perforation Spacing 4 feet Use Figures for Lateral Diameter 1 inches Select Distil Inline Pressure 2.5 feet Calc. Perforation Discharge Rate 2.62 gpm Perforations per Lateral 5 perforations Lateral Discharge Rate 13 gpm Select Manifold Diameter(Table 2) 3 inches Number of Laterals 12 laterals Network Volume(no manifold) 1.3 cubic feet= 10 gallons Select Manifold Length 30 feet Manifold Volume 1.5 cubic feet= 11 gallons Total Flow Back Volume 3 cubic feet= 21 gallons DOSING TANK AND PUMP DATA Calculate Range for Min. Dose 7 cubic feet= 50 gallons through 13 cubic feet= 100 gallons Select Dosing Frequency 1 per day=every 24 hours Calculate Volume of Dose 440 gallons okay Select Extra Volume as°jo of ADF 100% or 24 hours Select Length of Dosing Tank 7.5 feet Select Width of Dosing Tank 4.67 feet Required Depth for dosing and sto 3.4 feet Required Depth for storage 1.8 feet Required Depth for Dosing 1.8 feet Flow Rate for Pump= 157 gpm Required Sump for Pump= 0.63 feet check w/manufacturer Invert of influent sewer= 127.03 feet. Calc. Bottom of Wet Well Elevation= 122.78 feet per Scituate-Ray Precast Select Maximum Water Level(emergency Stora€ 127.09 feet Select High Water Alarm Elevation= 125.29 feet Set Pump On Elevation= 125.21 feet Calc.Pump Off Elevation= 123.41 feet CALCULATION OF SYSTEM CURVE Invert of Leaching Pipes= 127.54 feet Hazen Williams C value= 150 Forcemain Length= 29 feet Forcemain Diameter= 3 inches Number of short radius 90 bends, k value= 3 0.9 Number of reducers,k value= 0 0.8 Number of reducers,k value= 0 0.8 Number of short radius 11-1/4 bends, k value= 1 0.4 Number of Tees(side outlet), k value= 1 1.8 Number of swing check valves,k value= 1 2.5 Number of gate valves(open),k value= 1 0.20 Entrance loss k value(submersible pump)= 0.04 Exit loss k value(atmosphere)= 1.0 Total of k values= 8.64 FLOW STATIC VELOCITY HEAD LOSSES TDH RATE HEAD FRICTION VELOCITY MINOR NETWORK- gpm feet fps feet feet feet feet feet 0 4.14 0.00 0.0 0.0 0.0 3.3 7 31 4.14 1.43 0.1 0.0 0.3 3.3 8 63 4.14 2.86 0.3 0.1 1.1 3.3 9 94 4.14 4.28 0.6 0.3 2.5 3.3 11 126 4.14 5.71 1.0 0.5 4.4 3.3 13 design flow 157 4.14 7.14 1.6 0.8 6.8 3.3 17 189 4.14 8.57 2.2 1.1 9.8 3.3 21 220 4.14 10.00 2.9 1.6 13.4 3.3 25 252 4.14 11.42 3.8 2.0 17.5 3.3 31 *Assumes network losses equal 1.31*the distal pressure selected(per DEP guidance). 04/29/2001 FILE:BUOYNorthAndover BUOYANCY CALCULATION FOR 1,500 GALLON REINFORCED CONCRETE TANK: The following parameters were used in the calculations: WEIGHT OF CONCRETE= 150 pounds per cubic foot WEIGHT OF SOIL= 120 pounds per cubic foot WEIGHT OF WATER= 62.4 pounds per cubic foot FINISHED GRADE ELEVATION AT TANK= 129.5 feet TOP OF TANK ELEV(exterior)= 128.7 feet EXTERIOR HEIGHT OF TANK 6 feet ESTIMATED HIGH GROUNDWATER ELEV.= 123.0 feet SELECT MINIMUM SAFETY FACTOR= 1.00 high groundwater estimate provides safety factor MANUFACTURER= Scituate Ray Precast,800-440-0009 1,500 gallon Single Home Fast Tank LENGTH WIDTH THICKNESS VOLUME WEIGHT feet feet inches cubic feet pounds TOP SLAB 10.42 5.67 8 39 5,903 BOTTOM SLAB 10.42 5.67 3 15 2,214 TWO SIDE WALLS 10.42 5.08 3 26 3,971 TWO END WALLS 5.17 5.08 3 13 1,970 COMPARTMENT WALL 4.42 5.08 6 11 1,684 FAST Insert and Media 600 TOTAL TANK 105 16,341 downward feet SOIL ABOVE TANK AND HIGH GRNDWATEF 10.42 5.67 0.8 47 5,667 downward SOIL ABOVE TANK BUT BELOW HIGH GW 10.42 5.67 0 0 - downward BOTTOM OF TANK ELEVATION(exterior) 122.7 feet VOLUME OF WATER DISPLACED 18 cubic feet WEIGHT OF WATER DISPLACED 1,105 pounds upward UPLIFT FORCE= 1,105 pounds DOWNWARD FORCE(EMPTY) 22,008 pounds SAFETY FACTOR 19.9 OKAY TRY COLLAR 0 INCH WIDE ANTI-FLOTATION COLLAR 10.4167 5.6666667 0 0 - SOIL ABOVE COLLAR AND HIGH GRNDWATER 0 0 downward SOIL ABOVE COLLAR BUT BELOW HIGH GW 0.3 0 downward UPLIFT FORCE= 1,105 pounds DOWNWARD FORCE(EMPTY) 22,008 pounds SAFETY FACTOR 19.9 OKAY BUOYANCY CALCULATION FOR 1,000 GALLON PUMP CHAMBER: The following parameters were used in the calculations: WEIGHT OF CONCRETE= 150 pounds per cubic foot WEIGHT OF SOIL= 120 pounds per cubic foot WEIGHT OF WATER= 62.4 pounds per cubic foot FINISHED GRADE ELEVATION AT TANK= 129.4 feet TOP OF TANK ELEV(exterior)= 127.9 feet EXTERIOR HEIGHT OF TANK 5.4 feet ESTIMATED HIGH GROUNDWATER ELEV.= 123.0 feet SELECT MINIMUM SAFETY FACTOR= 1.00 high groundwater estimate provides safety factor MANUFACTURER= Scituate Ray Precast,800-440-0009 1,000 gallon Septic Tank LENGTH WIDTH THICKNESS VOLUME WEIGHT feet feet inches cubic feet pounds TOP SLAB 8.00 5.17 4 14 2,067 BOTTOM SLAB 8.00 5.17 3 10 1,550 TWO SIDE WALLS 8.00 4.83 3 19 2,900 TWO END WALLS 4.67 4.83 3 11 1,692 COMPARTMENT WALL 0.00 4.83 0 0 - PUMP 50 TOTAL TANK 55 8,258 downward feet SOIL ABOVE TANK AND HIGH GRNDWATEF 8.00 5.17 1.5 62 7,440 downward SOIL ABOVE TANK BUT BELOW HIGH GW 8.00 5.17 0.0 0 - downward BOTTOM OF TANK ELEVATION(exterior) 122.5 feet VOLUME OF WATER DISPLACED 12 cubic feet WEIGHT OF WATER DISPLACED 774 pounds upward UPLIFT FORCE= 774 pounds DOWNWARD FORCE(EMPTY) 15,698 pounds SAFETY FACTOR 20.3 OKAY TRY COLLAR 0 INCH WIDE ANTI-FLOTATION COLLAR 10.4167 5.6666667 0 0 - SOIL ABOVE COLLAR AND HIGH GRNDWATER 0 0 downward SOIL ABOVE COLLAR BUT BELOW HIGH GW 0.3 0 downward UPLIFT FORCE= 774 pounds DOWNWARD FORCE(EMPTY) 15,698 pounds SAFETY FACTOR 20.3 OKAY PLANNING•DESIGN•CONSTRUCTION•OPERATIONS WATER•WASTEWATER•DRAINAGE•SEPTIC•SITE ENGINEERING 47-A Wilson Place,Mansfield,MA 02048-2512•Tel: 508-339-0806• Fax: 508-337-9440•e-mail: bdoeng@ici.net April 16, 2001 Ms. Sandra Starr, R.S., C.H.O., Health Director Town of North Andover Community Development& Services 27 Charles Street North Andover, MA 01845 tel. 978-688-9540,fax 978-688-9542 RE: PLAN REVISIONS FOR SEPTIC REPAIR PLAN AT 544 FOSTER STREET Dear Ms. Starr: Thank you for your thorough review of our septic system repair plan for 544 Foster Street. Enclosed please find three copies of the revised plan as well as the additional calculations requested. The items below describe the changes made to address your review comments: 1. The system profile has been redrawn at a scale of = 1-foot. 2. Both the observed and adjusted groundwater elevations have been added to the revised profile. 3. The revised profile shows a 6-inch layer of 3/4"-inch crushed stone under both the septic tank and pump chamber. 4. A copy of the pump performance curve is attached to this letter. 5. See Pumping Equipment, Note 2 which specifies that the pump must pass a minimum of 1-I/4- inch solids. 6. Emergency storage and dosing volume calculations are attached. Ample volume exists for flow back. 7. See Pumping Equipment, Note 3 which specifies a manual operating switch (i.e. Hand-Off-Auto switch). 8. Buoyancy calculations for the septic tank and pump chamber are attached. I trust our revisions and attachments satisfy your review comments. If you have any questions or require additional information, please call me at 508-339-0806. Thank you for your attention. Sincerely, DO EN INE RING D4� David Oberlander, P.E. �pR 3 Q 200r Civil/Environmental Engineer cc: Owner nandboh08 E. i WEIL 244'0 v SubmersiblE 3" Sewage Pum f 2613 Removal Syster i 10 1/2 I LIFTING HANDLE i I 2613-3 14 3/4 YOKE I 3 3/4 v - - 3 INCH DIS CHARGE -- 5 8 - -I l TOTAL HEAD CURVE N0. 1.0 S.G. PUMP SIZE: 3 X 7 MTR PSI FT W141.007.0021750 RPM 700 E IMPELLER: P-3101 V2 IMP. TYPE: OPEN 18 26 60 MAX. DIA.: 7 17 24 55 MAX. SPHERE: 2.5 15 22 50 - 14 19 45 12 17 40 11 15 35- - 9 '13 30 8 8 11 25 550 Zz �. 6 9 20 525 5 6 15 ` 3 4 1 p 2 HP 2 2 5 11f2 .75 H 1 HP U.S. ONS PER MINUTE 0 30 60 90 120 150 180 210 2 CUBIC YETIM 40 270 300 .; PER HOUR 0 7 14 21 27 34 41 47 54 61 68 F W101.561.03 H1002 R10581 SEWAGE -2400 W141.007,W, 2441 SUBMERSIBLE 3" SEWAGE PUMP JANUARY 1, 199E 2613 Removal System WEIL 544 Foster Street 04/16/01 North Andover,MA PRESDNET.XLS Pressure Distribution Network DESIGN FLOW GPM GPH GPD 0.3 18 440 24 hour day LEACH FIELD SIZE PER PREVIOUS CALCULATIONS Number of Leaching Lines 6 Length of Leaching Lines 41 feet Select Lateral Length 20.5 feet Select Perforation Size 0.375 inches Select Perforation Spacing 4 feet Use Figures for Lateral Diameter 1 inches Select Distil In-line Pressure 2.5 feet Calc. Perforation Discharge Rate 2.62 gpm Perforations per Lateral 5 perforations Lateral Discharge Rate 13 gpm Select Manifold Diameter(Table 2) 3 inches Number of Laterals 12 laterals Network Volume(no manifold) 1.3 cubic feet= 10 gallons Select Manifold Length 30 feet Manifold Volume 1.5 cubic feet= 11 gallons Total Flow Back Volume 3 cubic feet= 21 gallons DOSING TANK AND PUMP DATA Calculate Range for Min. Dose 7 cubic feet= 50 gallons through 13 cubic feet= 100 gallons Select Dosing Frequency 1 per day=every 24 hours Calculate Volume of Dose 440 gallons okay Select Extra Volume as%of ADF 100% or 24 hours Select Length of Dosing Tank 7.5 feet Select Width of Dosing Tank 4.67 feet Required Depth for dosing and sto 3.4 feet Required Depth for storage 1.8 feet Required Depth for Dosing 1.8 feet Flow Rate for Pump= 157 gpm Required Sump for Pump= 0.63 feet check w/manufacturer Invert of influent sewer= 124.63 feet. Calc. Bottom of Wet Well Elevation= 120.38 feet per Scituate-Ray Precast Select Maximum Water Level(emergency Stora€ 124.69 feet Select High Water Alarm Elevation= 122.89 feet Set Pump On Elevation= 122.81 feet Calc. Pump Off Elevation= 121.01 feet CALCULATION OF SYSTEM CURVE Invert of Leaching Pipes= 127.54 feet Hazen Williams C value= 150 Forcemain Length= 52 feet Forcemain Diameter= 3 inches Number of short radius 90 bends, k value= 3 0.9 Number of reducers,k value= 0 0.8 Number of reducers,k value= 0 0.8 Number of short radius 11.1/4 bends, k value= 1 0.4 Number of Tees(side outlet),k value= 1 1.8 Number of swing check valves,k value= 1 2.5 Number of gate valves(open), k value= 1 0.20 Entrance loss k value(submersible pump)= 0.04 Exit loss k value(atmosphere)= 1.0 Total of k values= 8.64 FLOW STATIC VELOCITY HEAD LOSSES TDH RATE HEAD r70.1 VELOCITY MINOR NETWORK* m feet fps feet feet feet feet 0 6.54 0.00 0.0 0.0 3.3 10 31 6.54 1.43 0.0 0.3 3.3 10 63 6.54 2.86 1.1 3.3 12 94 6.54 4.28 1.1 0.3 2.5 3.3 14 126 6.54 5.71 1.9 0.5 4.4 3.3 17 design flow 157 6.54 7.14 2.8 0.8 6.8 3.3 20 189 6.54 8.57 4.0 1.1 9.8 3.3 25 220 6.54 10.00 5.3 1.6 13.4 3.3 30 252 6.54 11.42 6.7 2.0 17.5 3.3 36 *Assumes network losses equal 1.31*the distal pressure selected(per DEP guidance). a 04/16/2001 FILE:BUOYNorthAndover BUOYANCY CALCULATION FOR 1,500 GALLON REINFORCED CONCRETE TANK: The following parameters were used in the calculations: WEIGHT OF CONCRETE= 150 pounds per cubic foot WEIGHT OF SOIL= 120 pounds per cubic foot WEIGHT OF WATER= 62.4 pounds per cubic foot FINISHED GRADE ELEVATION AT TANK= 127.5 feet TOP OF TANK ELEV(exterior)= 126.3 feet EXTERIOR HEIGHT OF TANK 6 feet ESTIMATED HIGH GROUNDWATER ELEV.= 123.0 feet SELECT MINIMUM SAFETY FACTOR= 1.00 high groundwater estimate provides safety factor MANUFACTURER= Scituate Ray Precast,800-440-0009 1,500 gallon Single Home Fast Tank LENGTH WIDTH THICKNESS VOLUME WEIGHT feet feet inches cubic feet pounds TOP SLAB 10.42 5.67 8 39 5,903 BOTTOM SLAB 10.42 5.67 3 15 2,214 TWO SIDE WALLS 10.42 5.08 3 26 3,971 TWO END WALLS 5.17 5.08 3 13 1,970 COMPARTMENT WALL 4.42 5.08 6 11 1,684 FAST Insert and Media 600 TOTAL TANK 105 16,341 downward feet SOIL ABOVE TANK AND HIGH GRNDWATEF 10.42 5.67 1.2 69 8,264 downward SOIL ABOVE TANK BUT BELOW HIGH GW 10.42 5.67 0 0 - downward BOTTOM OF TANK ELEVATION(exterior) 120.3 feet VOLUME OF WATER DISPLACED 354 cubic feet WEIGHT OF WATER DISPLACED 22,100 pounds upward UPLIFT FORCE= 22,100 pounds DOWNWARD FORCE(EMPTY) 24,605 pounds SAFETY FACTOR 1.1 OKAY TRY COLLAR 0 INCH WIDE ANTI-FLOTATION COLLAR 10.4167 5.6666667 0 0 SOIL ABOVE COLLAR AND HIGH GRNDWATER 0 0 downward SOIL ABOVE COLLAR BUT BELOW HIGH GW 2.66666667 0 downward UPLIFT FORCE= 22,100 pounds DOWNWARD FORCE(EMPTY) 24,605 pounds SAFETY FACTOR 1.1 OKAY BUOYANCY CALCULATION FOR 1,000 GALLON PUMP CHAMBER: The following parameters were used in the calculations: WEIGHT OF CONCRETE= 150 pounds per cubic foot WEIGHT OF SOIL= 120 pounds per cubic foot WEIGHT OF WATER= 62.4 pounds per cubic foot FINISHED GRADE ELEVATION AT TANK= 127.5 feet TOP OF TANK ELEV(exterior)= 125.5 feet EXTERIOR HEIGHT OF TANK 5.4 feet ESTIMATED HIGH GROUNDWATER ELEV.= 123.0 feet SELECT MINIMUM SAFETY FACTOR= 1.00 high groundwater estimate provides safety factor MANUFACTURER= Scituate Ray Precast,800-440-0009 1,000 gallon Septic Tank LENGTH WIDTH THICKNESS VOLUME WEIGHT feet feel inches cubic feet pounds TOP SLAB 8.00 5.17 4 14 2,067 BOTTOM SLAB 8.00 5.17 3 10 1,550 TWO SIDE WALLS 8.00 4.83 3 19 2,900 TWO END WALLS 4.67 4.83 3 11 1,692 COMPARTMENT WALL 0.00 4.83 0 0 - PUMP 50 TOTAL TANK 55 8,258 downward feet SOIL ABOVE TANK AND HIGH GRNDWATEF 8.00 5.17 2.0 81 9,689 downward SOIL ABOVE TANK BUT BELOW HIGH GW 8.00 5.17 0.0 0 - downward BOTTOM OF TANK ELEVATION(exterior) 120.1 feet VOLUME OF WATER DISPLACED 248 cubic feet WEIGHT OF WATER DISPLACED 15,475 pounds upward UPLIFT FORCE= 15,475 pounds DOWNWARD FORCE(EMPTY) 17,947 pounds SAFETY FACTOR 1.2 OKAY TRY COLLAR 0 INCH WIDE ANTI-FLOTATION COLLAR 10.4167 5.6666667 0 0 - SOIL ABOVE COLLAR AND HIGH GRNDWATER 0 0 downward SOIL ABOVE COLLAR BUT BELOW HIGH GW 2.66666667 0 downward UPLIFT FORCE= 15,475 pounds DOWNWARD FORCE(EMPTY) 17,947 pounds SAFETY FACTOR 1.2 OKAY s Town of North Andover * „oaTFt O tT�[o ie q�0 Office of the health Department Community Development and Services Division William J.Scott,Division Director 27 Charles Street Sandra Starr P ( )978 hone North Andover,Massachusetts 01845 Tele 688-9540 Health Director Fax(978)688-9542 April 4, 2001 David Oberlander BDO Engineering 47-A Wilson Place Mansfield, MA 02048-2512 Re: 544 Foster Street Dear David: This is to inform you that the proposed plans for the site referenced above have been disapproved and have technical deficiencies as followed: /o System profile is not shown to scale as required by CMR 15.220(4)(o) and NA 8.02c. �• Observed and adjusted groundwater elevation in the vicinity of the system is not shown as required by CMR 15.220(4)(n). • Six inches of 3/4" stone beneath the pump chamber is not specified as required by CMR 15.221(2) and 15.228(1). — • Pump performance curve is not provided as required by CMR 220(4)(r). Pump does not specify passing 1-1/4" solids as required by CMR 15.231(7). • Emergency storage and dosing volume calculations do not include flowback as required by CMR 15.231(2). -•`� Manual operating switch for pump is not specified as required by NA 12.01. BOARD OF APPEALS 688-9541 BtIILDTNG 688-9545 CONSERVATION 688-9530 NURSE 688-9543 PLANNING 688-9535 i Buoyancy calculations not shown for septic tank and pump chamber as required by CMR 15.221(8). If you have any questions, please do not hesitate to call the Board of Health Office. Sincerely, Sandra Starr, R.S., C.H.O. Health Director cc: Homeowners Advantage Real Estate file March 20, 2001 Sandra Starr North Andover Board of Health Administrator l � Office of Community Development and Services 30 School Street North Andover, MA 01845 RE: Title V review for SDS Upgrade at 544 Foster Street Dear Sandra, Enclosed find our review of the"Checklist for North Andover Septic System Plans" for the proposed septic system upgrade at the above-mentioned site. The following is a list of technical deficiencies that Port Engineering has found. ❑ System profile is not shown to scale as required by CMR 15.220(4)(o) and NA 8.02c. ❑ Observed and adjusted ground water elevation in the vicinity of the system is not shown as required by CMR 15.220(4)(n). ❑ Six inches of 3/4" stone beneath the pump chamber is not specified as required by CMR 15.221(2) and 15.228(1). ❑ Pump performance curve is not provided as required by CMR 220(4)(r). ❑ Pump does not specify passing 1-1/4" solids as required by CMR 15.231(7). ❑ Emergency storage and dosing volume calculations do not include flowback as required by CMR 15.231(2). ❑ Manual operating switch for pump is not specified as required by NA 12.01 ❑ Buoyancy calculations not shown for septic tank and pump chamber as required by CMR 15.221(8). If you have any questions or comments please feel free to contact me. C::21 PoiFT ENGINEERING Paul D. Turbide, Civil Engineers& Land Surveyors One Harris Street Newburyport,MA 01950 (978)465-8594 \\Server P\NABH\P28841 FOSTER ST 544.DOC 03/14/01 13:07 FAX 508 337 9440 BDO ENGINEERING 001 FrAx MA-li- I r� ?UNNlN6-X516N-07N.919.RnN•OF RATION`•WATFB•.WAWWAR•_/"INAlif•Sfm.r•.IITF ENGINEERING 47-A Assn Hme,Momfield,SIA 02048-2512.Tel_508-334-0806 l=ax:509.337-4440•e-mail:bdoengft-nel j March 14,2001 I M's. Sandra Starr,R.S.,C.H.O. Health Director Town of North Andover Community Development&Services 27 Charles Street North Andover, MA 01845 978-611,1140 RE: PLAN SUBMITTAL FOR SEPTIC SYSTEM REPAIR AT 544 FOSTER STREET,NORTH ANDOVER.MA j Dear Ms.Starr: �Y! Today, I received a letter from Ms. Susan Ford dated March 12, 2001. T am somewhat confused by the content. Do you need any additional information from my office to complete your plan review? 9 Our February 16, 2001 cover letter transmitted three copies of the proposed plan, a North Andover Septic. Plan Submittal Form, an Application for Disposal System Construction Permit, and a check for the $125 Yl:n review fee. to addition, the.submittal letterreite_rated the variances requested by a separate lerr-- slso dated February 16, 2001 Soil evaluation forms were Previously submitted on LGI.GIIIVGt i j, �vvif. ii i� viii iillVerJtaiiuiF that :ve 1:.�,.v.". sa:br::;t±ed 3 Co^.:Y1ete r?rlca�oe fir your review. Please lot US know as soon as possivie-,what Other data YOU may require_ x As you know,we did not notify abutters for the Board of Health Hearing eond7ticteu vr, rtu,aaiy «, 2001. We had specifically asked leis. Ford if the BOH required noiiucation for the variaiwes requested. The answer was "no". Based on Title 5 (15.404(2)j, the variances that were granted did 1 not require abutter notification. For your convenience, we have enclosed the list of the variances grated at the February 22,2001 public hearing. i We concede that there was a concern raised at the public hearing regarding the permitting status of the Single Home FAST system. At the hearing, we said that we suspected there was some clerical misunderstanding regarding the FAST permit and that we would be willing to investigate other alternatives if the FAST system permit had expired. As discussed with you last week, the Single Home FAST system proposed for this project is accepted by DEP—it does not expire until 2003_ Therefore,we have not revised our desi . Please call me if you have any additional questions. i trust that our design plan has been(or will be) forwarded to your reviewer. We will be happy to meet with the reviewer to discuss any questions they may have_ Sincerely, BD E1gG 7EE 'G vti � avid Oberlander,P-E. Civili invirontrriental Engineer cc: Owner Enclosure: List of Variances Granted nandboh06 03/14/01 13:07 FAX 508 337 9440 BDO ENGINEERING Q02 March 14.2001--Page 2 1 VARIANCES GRANTED FOR 544 FOSTER STREET,NORTH ANDOVER 1. Title 5: 310 CILIR 15.140—percolation Test: Use sieve analysis and soil evaluation to determine the LTAR. 2. Title 5: 310 CMR 15, Innovative/Alternative Technologies, Single Home FAST Remedial Use Approval, Section LA. Reduced Soil Absorption System: Allow the 50% reduction in the area of the soil absorption system. Other DEPAA technologies such as Bioclere could be.substituted in the event the PAS7'permit had expired 3. Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, Part B, Siting and Design of Systems, Section 5.00 Siting of Systems, 5.02 Distances: Reduce the leaching facility setback from wetland from 100-feet to 50-feet as allowed by Title 5. 4. Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, Part B, Siting and Design of Systems, Section 5.00 Siting of Systems, 5.02 Distances: Reduce the septic tank setback from wetland from 75-feet to 25-feet as allowed by Title 5. 5. Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,fart C Design,9.04 Reserve Area: Waive the requirement to show a reserve area. M C-) PLANNING•DESIGN•CONSTRUCTION•OPERATIONS WATER•WASTEWATER•DRAINAGE•SEPTIC•SITE ENGINEERING 41-A Wilson Place,Mansfield,MA 02048-2512•Tel: 508-339-0806• Fax: 508-331-9440•e-mail:bdoeng@ici.net February 16, 2001 Ms. Susan Ford, R.S., Health Inspector Town of North Andover FEB 2 0 2001 Community Development& Services 27 Charles Street - - --a North Andover, MA 01845 978-688-9540 RE: PLAN SUBMITTAL FOR SEPTIC SYSTEM REPAIR AT 544 FOSTER STREET,NORTH ANDOVER,MA Dear Ms. Ford: The purpose of this letter is to submit our design plans for the repair of a subsurface disposal system at the referenced address. Enclosed please find three copies of the proposed plan, a North Andover Septic Plan Submittal Form, an Application for Disposal System Construction Permit, and a check for the $125 plan review fee. Please note the following variance requests: 1. Title 5: 310 CMR 15.140--Percolation Test: Use sieve analysis and soil evaluation to determine the LTAR. As you know, the saturated conditions at the time of the percolation test prevented percolating in the C layer. 2. Title 5: 310 CMR 15, Innovative/Alternative Technologies, Single Home FAST Remedial Use Approval, Section I.A. Reduced Soil Absorption System: Allow the 50% reduction in the area of the soil absorption system. 3. Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, Part B, Siting and Design of Systems, Section 5.00 Siting of Systems, 5.02 Distances: Reduce the leaching facility setback from wetland from 100-feet to 50-feet as allowed by Title 5. 4. Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, Part B, Siting and Design of Systems, Section 5.00 Siting of Systems, 5.02 Distances: Reduce the septic tank setback from wetland from 75-feet to 25-feet as allowed by Title 5. 5. Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, Part C Design, 9.04 Reserve Area: Waive the requirement to show a reserve area. Due to the many site constraints on this property, there is no available area for reserve. Any future systems will likely require the dig out and replacement of the soil in the area of the proposed leaching field. Please confirm the time and place of our hearing. As discussed, we did not notify any abutters. Our design plans were mailed to your office today via priority mail. Sincerely, B O ENGI EE I G David Oberlander, P.E. Civil/Environmental Engineer cc: Owner nandboh05 Feb-16-01 03:36P North Andover Com. Dev. 9786889542 P_01 SEPTIC PLAN SUBMITTAL FORM LOCATION: -5-44 ros T-e-,,e �7-p ci--.T NEW PLANS: YES S125.00/P1an G I�EcK 'y Z53� REVISED PLANS: YES S 60.00/Plan SITE EVALUATION FORMS INCLUDED: S DATE: 0 2 -l(P- ©l DESIGN ENGINEER: -DA y p Q tAwZtiC�i.v��?2r�v DATE TO CONSULTANT: s08 _3 3 9- o god *If you want your plans expedited, please submit three plans and included a stamped envelope with the correct amount of postage to mail plans to Port Engineering. When the submission is all in place, route to the Health Secretary. COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS I DEPARTMENT OF ENVIRONMENTAL PROTECTION Metropolitan Boston—Northeast Regional Office JANE SWIFT BOB DURAND Governor .Secretary 3 200 LAUREN A.LISS Commissioner July 26, 2001 Michael Olson Homeowner's Advantage Real Estate 11-15 Bird Street Foxborough, MA 02035 Re:Approval of Title 5 Variance for existing construction (BRPWP59b) Variance from Percolation Testing Requirement .DEP Transmittal No.: W019051 544 Foster Street, North Andover(13a-Merrimack) Dear Mr. Olson: Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.412, the Northeast Regional Office of the Department of Environmental Protection has completed its review of the above referenced application for approval of a variance granted by the North Andover Board of Health. The application contains a copy of the Board of Health's grant of a variance from the following provision of Title 5, 310 CMR 15.000: • 310 CMR 15.104, Percolation Testing As part of the application, the Department received plans consisting of one (1)sheet, titled as follows: Title: Reconstruction of Existing Subsurface Disposal.System Location: 544 Foster Street Municipality: North Andover Applicant:Washington Mutual Bank, F.A. Designer: David A. Oberlander, P.E. No. 36479 Date (Last Revision): February 14, 2001 (July 9, 2001) Based upon its review of the application, and in accordance with 310 CMR 15.410, the Department has determined both of the following: a) The applicant has established that enforcement of 310 CMR 15.104 would be manifestly unjust, considering all of the relevant facts and circumstances of this case. A percolation test could not be performed because of high groundwater. High groundwater was encountered in each of the deep holes excavated on site. This information is available in alternate format by calling our ADA Coordinator at(617)5746872. 205A Lowell St. Wilmington,MA 01887 • Phone(978)661-7600 • Fax(978)661-7615 • TTD#(978)661-7679 ��a Printed on Recycled Paper J b) The applicant has established that a level of environmental protection that is at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict application of 310 CMR 15.104 and 15.105. The applicant has established equivalent environmental protection as follows: A particle-size soil analysis in conformance with the Alternative Percolation Testing Policy was performed and, along with an evaluation of soil compaction, was used to determine soil classification, the effluent loading rate, and the design of the system. The soil was found to be sandy loam and compacted in nature. The system is designed with a Long Term Acceptance Rate of 0.15 gallons per day (gpd) per square foot in accordance with that policy. The Department, therefore, approves the North Andover Board of Health's grant of a variance from 310 CMR 15.104. The use of a Bio-Microbics MicroFAST 0.5 Treatment System has been proposed and a 50 percent reduction in the size of the soil absorption system (SAS) has been approved. Additionally, the Department imposes the following conditions as part of this approval: • The Department has noted that the North Andover Board of Health has.concurred in an additional written correspondence, dated February 2, 2001, that the soils are compacted. • The applicant shall obtain a Disposal System Construction Permit(DSCP)from the North Andover Board of Health prior to commencement of construction of the system. • The system is not designed to accommodate a garbage disposal. As such, one shall not be used or installed at this facility. • There shall be no increase in design flow to the upgraded subsurface sewage disposal system. The design flow for the facility is 440 gpd. The facility consists of a four(4) bedroom house. • At the time of construction, if groundwater has receded to a point where percolation testing is feasible in the opinion of the local approving authority, then confirmatory percolation testing must be conducted and, if necessary, the system design revised based on the actual percolation rate. • A copy of the as-built plans must be submitted to the Department within 30 days of the date of issuance of the Certificate of Compliance from the North Andover Board of Health. • Should this upgraded system fail, the owner shall immediately notify the local Board of Health and the Department. • The applicant(or owner) shall abide by all the requirements of the November 2, 1998 Department approval for remedial use of the Bio-Microbics MicroFAST 0.5 Treatment System. • Throughout its life, the system shall be under a maintenance agreement with no less than a one-year contract. The owner shall at all times properly operate and maintain the system. • The applicant shall record in the appropriate Registry of Deeds or Land Registration Office, prior to the issuance of the Certificate of Compliance, a copy of this approval letter in the chain of title to the property to be served by the system. • It is the responsibility of the applicant to assure that the approved plans are available at the site during construction. Should you have any questions regarding this matter, please contact George A. Kretas, of my staff, at (978)661-7744. This variance determination is an action of the Department. If the applicant is aggrieved by this determination, s/he may request an Adjudicatory Hearing in accordance with 310 CMR 1.00 and M.G.L. C.30A. A request for an Adjudicatory Hearing must be made in writing and postmarked within 30 days of the date of issuance of this determination. Pursuant to 310 CMR 1.01(6), the request must state clearly and concisely the facts that are grounds for the request and the relief,sought. J The hearing request, along with a valid check payable to Commonwealth of Massachusetts in the amount of one hundred dollars.($1 00.00),.must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 The hearing request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver, as described below. The filing fee is not required if the appellant is a city or town (or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory hearing filing fee for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file, together with the hearing request as provided above, an affidavit setting forth the facts in support of the claim of undue financial hardship. Very truly yours, Madelyn Morris Deputy Regional Director Bureau of Resource Protection cc: David A. Oberlander, P.E., BDO Engineering,47A Wilson Place, Mansfield, MA 02048 Diane Aitken,Washington Mutual Bank F.A., 9451 Corbin Avenue, Mail Stop N010201, Northridge, CA 91324 Sandra Starr, R.S., CHO,Office of the Health Department,27 Charles Street, North Andover, MA 01845 DEP Watershed Permitting Program, Policy Section, Boston BRP/Wastewater Management Program/Title 5 Section/Boston COMMONWEALTH OF MASSACHUSETTS j L EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION Metropolitan Boston—Northeast Regional Office JANE SWIFT Governor BOB DURAND Secretary LAUREN A.LISS Commissioner June 28,2001 Michael Olson Homeowner's Advantage Real Estate 11-15 Bird Street �oxborough, MA 02035 ° RE: STATEMENT OF TECHNICAL DEFICIENCY a Application for BRPWP59b-Title 5 Variance ,544 Foster Street, North Andover(13a-Merrimack) DEP Transmittal No.W019051 Dear Mr. Olson: The Metropolitan Boston-Northeast Regional Office of the Department of Environmental Protection has received and reviewed your application for approval of a sanitary sewage variance pursuant to 310 CMR 15.410 and 310 CMR 15.412 with the above transmittal number. The application requested a variance to the following provision of the State Environmental Code: 310 CMR 15.104, as it relates to the performing a percolation test in the area of the soil absorption system (SAS). Accompanying the application was a plan consisting of one(1)sheet, titled as follows: Title: Reconstruction of Existing Subsurface Disposal System Location: 544 Foster Street Municipality: North Andover Applicant:Washington Mutual Bank, F.A. Designer: David A. Oberlander, P.E. No. 36479 Date(Last Revision): February 14, 2001 (April 26, 2001) An engineer of the Department has reviewed the plan and the accompanying data, and it is the opinion of the Department that the requested variance to Title 5 cannot be approved as submitted for the following reasons: The Department has noted that two distinct alternative treatment systems have been referenced on the plans. While both systems are manufactured by one company, Bio-Microbics, Inc., the Single Home FAST system has been approved by the Department for not more than 550 gallons per day flow(gpd) and the MicroFAST system has been approved by the Department for not more than 440 gpd. Please select which system shall be used and delete from the plan any reference to the other system. This information is available in alternate format by calling our ADA Coordinator at(617)5746872. 205A Lowell St. Wilmington,MA 01887 . Phone(978)661-7600 . Fax(978)661-7615 . TTD#(978)661-7679 0 Printed on Recycled Paper Since pressure distribution has been proposed and the system design reflects this proposal, then the reference of a distribution box in the Notes and Specification section should be removed from the plan to avoid confusion. The Department requires the signature of the applicant on the permit application form or a signed letter from the applicant stating that David A. Oberlander may act as the applicant's agent and has permission to sign for the applicant. In the opinion of the Department, the requirements for the granting of a variance as specified in 310 CMR 15.410(1)and 310 CMR 15.412 has n-Qt been satisfied. The applicant has not demonstrated that the enforcement of the provision of the Code from the variance is being sought would do manifest injustice and that the same degree of environmental protection required under Title 5 can be achieved without strict application of the subject provision. . In accordance with 310 CMR 4.00, you have sixty(60)days from the postmarked date of this letter in which to address the listed deficiency. Within the sixty(60)day time frame, the applicant is advised to allow for the appropriate Board of Health action on the revised submittal since the Department of Environmental Protection's subsequent action may be its final action and, therefore, any further filing in.this matter would be considered a NEW application. If the applicant cannot accommodate the schedule of the Board of Health within the sixty(60)day period, or for any other reason requires additional time, the applicant may, by written agreement with this Department, extend this schedule in accordance with 310 CMR 4.04(2)(f). The applicant is also advised that when the Department receives the new information, it will initiate a second technical review, and has an additional thirty(30)days to rule upon the application. Should the application be deemed to be deficient for a second time,the application will be denied. If the applicant elects to proceed on the record as it now stands, this letter constitutes a denial of the variance. An applicant aggrieved by a variance decision by the Department of Environmental Protection may request an adjudicatory hearing on that determination in accordance with 310 CMR 1.00 and M.G.L.c. 30A. The enclosed Supplemental Transmittal Form should be completed and included as a cover sheet with any future submittal to the Department relating to the above matter. You need only correspond to the Northeast Regional Office at the above address. Two(2)copies of the revised engineering plans are required for Department review. If additional information is required, please contact George A. Kretas at(978)661-7744. Very truly yours, Madelyn Morris Deputy Regional Director Bureau of Resource Protection mm/gak enclosure cc: -Sandra Starr, R.S., CHO, Office of the Health Department,27 Charles Street, North Andover, MA 01845 -David A. Oberlander, P.E., BDO Engineering,47A Wilson Place, Mansfield, MA 02048,w/enclosure -BRP/Wastewater Management Program/Title 5 Section/Boston 07/08/01 SUN 19:40 FAX 508 543 3262 IM o0+ JUL-08-01 A8:30Pk1 FRMI-SO CAL RgLOCATION 64A36T27A5 T-015 P.D2AZ F-037 � I at Afths Mimi � To �� ra ID �m �� sp 310 V a 10 a Ow ehe S110olr�y►, r '009,v�' Iirrd�twt8�F� k I J I 1 I� k I II I i Town of North Andover ORTh o st .o ,•:��o Office of the Health Department 3=' ` Community Development and Services Division William J.ScottDivision Directorre'►, '= ,r , 27 Charles Street �4ssgC,K;s t`g North Andover,Massachusetts 01845 Sandra Starr Telephone(978)688-9540 Health Director Fax(978)688-9542 March 16, 2001 David Oberlander, P.E. BDO Engineering 47-A Wilson Place Mansfield, MA 02048-2512 Dear Mr. Oberlander: As you were told by the Health Department secretary, those minutes of the Board of Health meeting of 2/22/01 were a first draft only. Regardless of what these draft minutes stated (They will be amended at the next meeting.), the only variance that should have been under discussion was the one for the alternative perc test method. The Board cannot approve variances before consultant review and before a particular plan has addressed all other problem areas. It must be as close to approval as possible, leaving only the variances for that particular plan to be granted. You may verify this if you wish, by contacting Claire Golden at DEP. Your submittal to DEP can occur after the North Andover Board of Health approves your plan, not before. DEP will not grant approval to a plan that has not received a final approval, subject to any changes from DEP, from the local Board of Health. You will not be required to appear again before the Board since I have the authority to grant the additional variances if I believe they are necessary and that there are no other options. The plans have been submitted to the engineering firm that reviews all of our septic plans. You will be notified by mail if there are any items that need to be addressed or if the plan has been approved. A copy of all correspondence will be sent to Washington Mutual Bank. If you have any questions please feel free to call the office. Sincerely, / Sandra Starr, R.S., C.H.O. Health Director BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 NURSE 688-9543 PLANNING 688-9535 ' V>y FAY, f MAIL D CD 7) PLANNING•DESIGN•CONSTRUCTION•OPERATIONS WATER•WASTEWATER•DRAINAGE•SEPTIC•SITE ENGINEERING 47-A Wilson Place, Mansfield,MA 02048-2512•Tel: 508-339-0806• fax: 508-337-9440•e-mail:bdoeng@ici.net March 14, 2001 Ms. Sandra Starr, R.S., C.H.O., Health Director Town of North Andover Community Development & Services 27 Charles Street North Andover, MA 01845 978-688-9540 RE: FEBRUARY 22,2001 BOH DRAFT MEETING MINUTES REGARDING 544 FOSTER STREET Dear Ms. Starr: I have reviewed a page of the draft meeting minutes for the February 22, 2001 Board of Health meeting. The section on 544 Foster Street does not mention four of the five variances that were granted. I understand that your office may be questioning the relevance of the granted requests since you had not completed your plan review prior to the hearing. Never the less, the record should accurately show that the subject variances were requested, presented, discussed, and unanimously granted. Again, I have listed the variances granted on February 22, 2001: 1. Title 5: 310 CMR 15.140--Percolation Test: Use sieve analysis and soil evaluation to determine the LIAR. 2. Title 5: 310 CMR 15, Innovative/Alternative Technologies, Single Home FAST Remedial Use Approval, Section I.A. Reduced Soil Absorption System: Allow the 50% reduction in the area of the soil absorption system. Other DEP 1/A technologies such as Bioclere could be substituted in the event the FAST permit had expired. 3. Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, Part B, Siting and Design of Systems, Section 5.00 Siting of Systems, 5.02 Distances: Reduce the leaching facility setback from wetland from 100-feet to 50-feet as allowed by Title 5. 4. Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sc;v ag'e, fart D, Siting and DLsign of Sys'ems, Sect-,on 5.00 Siting of Systems, 5.02 Distances: Reduce the septic tank setback from wetland from 75-feet to 25-feet as allowed by Title 5. 5. Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,Part C Design, 9.04 Reserve Area: Waive the requirement to show a reserve area. I trust that your office will revise the minutes to reflect the positive vote. I would appreciate the opportunity to review the revised draft before it is finalized. Thank you for your attention. Sincerely, BDO ENGIN David Oberlander, P.E. 3 Civil/Environmental Engineer 1 cc: Owner nandboh07 )Mar-14-01 01 :35P North Andover Com_ Dev_ 9786889542 P.01 Page Two Februwy 22,2001 Dr. MacMillan agreed to serW the information to the proper people in Boston and let them determine how much truth these is to the data. 544 FOSTER STREET—VARIANCE—GAETt"NDER NU. Ford spoke about the new policy that DEP has on requesting a variance for peTc testing. Mr. David Oberlander spoke regarding the property at 544 Forest Street. He is the designer of the plans for this property. He explained about the trouble percing this lot due to the saturated conditions on the property, so the first variance request is to use the state procedure for an alternative to percolation testing. It is a state variance although they require the local Board to give it their blessing first. The soils are compacted which throws therm into a pressure distribution system There is a flood boundary. IW Oberlander would Ue to put in a Fast System, which allows a reduction in the field size by 500% if this technology is used. Mr. Oberlander wM be going before t'„orwrvatiom for the wetlands. On a motion by Dr. MacMillan, seconded by Mr. Osgood the Board voted to grant the request to use a sieve analysis instead of an actual percolation test to determine the Long Terni Acceptance Rate¢TA;t)at 544 Foster Street. BEAVERS- DAVE RAND Mr. Rand appeared before the Board for a special pemit to trap beavers. Ms. Stag stetted that tete Health Department had jutt received directions for guidance for Boards of Health for that regulation. Any person nay apply to the Hoard of Health to apply for an emergency permit to knmediaieeiy alleviate a threat to human health and safety. People can contact the Fish and W-ddhife for a non-threat or safety law. Even if the Health Department believes there is a threat, the person still would have to go through Conservation. Ms. Starr told Mr. Band that when they went out to Mr. Rand's property the Health Department found there is riot a threat and safety issue.on his property, however Mr. Rand can sfill go through the normal process without a,m tiormig health and safety and still get a permit. Mr. Santiani, a resident from Castlemcrc, spoke regarding the beaver problem. He stated that his land has not changed in a year or two and he believes the reason it has stayed that way is because of the work W. Rand has dome to nvdntain the beaver control and if he had not then there would be an emergency out there. Mr. E Town of North Andover r Office of the Health Department F p Community Development and Services Division �o William J.Scott,Division Director �-��••.'' 27 Charles Street "SSq�H�s t� North Andover,Massachusetts 01845 Sandra Starr Telephone(978)688-9540 Health Director Fax(978)688-9542 March 12, 2001 David Oberlander, P.E. BDO Engineering 47-A Wilson Place Mansfield, MA 02048-2512 &E: 544 Foster Street Dear Mr. Oberlander: This correspondence is in regards to the septic system repair at the above address. It has come to our attention that the manner in which the process proceeded in February was not entirely correct according to the State Title V requirements. If you recall, we previously discussed the fact that this septic repair is unique because of the application of a new DEP policy. You were told that the office would try to pay close attention to the uniqueness and complexity of the situation. I believe that in doing so,the Board of Health members were prematurely involved in the process. I retraced our steps in the process and believe that I have pinpointed the problem. As I recall, your initial concern was whether the BOH would approve the variance to the percolation test. This concern led us to recommend that you go before the BOH with this request. In my letter to you dated February 2, 2001, I indicated that you did not need the plan formalized prior to the hearing. This was because I knew that it needed to be reviewed at a later time. I did say that it, "would be helpful to present to the Board Members all of the circumstances and variances needed". This was so the members could understand the importance of approving this variance, not to actually approve them. Somehow this situation evolved to the point where you actually added the variance requests to the agenda. In retrospect, this office should have immediately rejected this letter of request to be on the agenda because the plan had not yet been submitted for review by this office. Without the review by Health Department personnel, the Board Members should not have been asked to approve or disapprove the extra variances. Therefore, the only item that was properly discussed was in fact the perc test, and in turn this is the only approved BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 NURSE 688-9543 PLANNING 688-9535 component at this time. This along with the additional variances should be requested along with the complete package of required information as listed in the DEP policy document as follows: Requirements for obtaining a variance from the percolation testing provisions When an applicant proposes to upgrade a system,percolation testing cannot be performed due to high groundwater and the soils are neither impervious nor of extremely low permeability, the Department may approve a variance from the Title 5 percolation testing requirements. In addition to complying with the other requirements of Title 5, the variance application to the local approving authority and to the Department(DEP permit application BRPWP59b) must contain the following: 1. documentation of a demonstration that percolation testing cannot be performed- 2. the Soil Evaluator's determination, along with the written concurrence of the local approving authority, of whether the soils are uncompacted or compacted; 3. results of performance of a Particle Size Analysis by a soils laboratory; 4. the Soil Evaluator's determination of the soil type, which must be based on the Particle Size Analysis and the USDA Soil Textural Triangle in Title 5, and 5. the Soil Evaluator's determination of the soil class under 310 CMR 15.243, which must be based on the soil type;and 6.plans for a system upgrade designed in accordance with the criteria in this policy for the soil type, class and determination of soil compaction. This section of the policy on the alternative to perc tests indicates that the local BOH must review the entire package and approve the plan as well as the variances prior to submission to the DEP. It was during the construction of the variance letter that it was realized that the Board had inadvertently taken action on variances to a plan that had not yet been reviewed for full compliance to the code. Another major red flag was the abutter notification. While it is true that you and I discussed the need for abutter notification, we did so in the context of the "variance of a perc test" only. This was specifically because you wanted to be sure that before going forward with a design that this variance would be approved, thus not wasting valuable time only to have been turned down. Although you indicated in your letter of February 14, 2001, that "we understand that abutter notification is not required for these variances—let us know as soon as possible", as I stated above, the variances listed at that time were above that which you and I had discussed. Proper review will find that for some of these variances, according to Title V, there must be abutter notification. Local Boards of Health cannot circumvent this requirement. This application must be reorganized so that it meets all the criteria as set forth in the regulations. Also, there was concern for the FAST system being used in this case. I believe you mentioned resubmitting alternative plans. As your initial plan was not formally accepted we still have not cashed your check. Please submit a complete r r application package as soon as possible. After a review is complete you can request to be on the BOH agenda and abutters can be notified if that is found applicable. It is unfortunate that this process became so convoluted;however, I do believe that it has now been sorted out. Although your client may see this delay as cumbersome,the initial concerns raised about the approval of an alternative to the perc test have been alleviated. Once this process is again set in motion, the Health Department will act as quickly as possible to move things forward. If you have concerns regarding the above issues please contact me. Sincerely, -Susan Ford, R.S. Health Inspector Massachusetts Department of Environmental Protection Supplemental Transmittal Form (to accompany supplemental material to previously submitted applications) 1. Obtain from the upper richt hand comer-of the original application's Transmittal Transmittal Form: Number W019051 2. (a)Facilitv:Name: (b)Facility Address_: Facility InformM-16. i Washington Mutual Bank F.A. 544 f=oster Street -(c)Facility TatiNMCity (d)Telephone.Nbmter Attn. Michael Olson North Andover Homeowner's Advantage Real Estate 508 543-3210 $. fa F'emiit't�laine: b Permft.Cgde:.( m:a' 'mal ap licatian Perimt DEP Variance ADproval BRPWP59b Informafion. :-_. .:- (c)EOEA(MA)=file:#: (d)Telephone:Number.: Attn. David A. Oberlander BDO Engineehnq 508 39-0806 4. fad sponse to:Request (bj Response to Statement of Check for:A` ilio al information Defirciien Reasorr.for ❑ #c ° :ulalpfe lental.Fee (.d� UVitF drav a1 of Application Pa .... int Submission,. e' thor:: lease spech below 5, (a):Name of irtdtv(40.1.or firm preparing (b)Affiliation with application,i.e.apviicant, Forme -tFi-is st6iFlission:: :. . n r�Itani:to:a Pica #: Preloared b*, SDO EIVGfN6&RINC3r CoMSvLT N c Coritacf Name: d Contact Teldphorie 339-080 fit Town of North Andover Office of 1he Health Department Community Development and Services Division William J.Scott,Division Director 27 Charles Street 'sS�cNu5k` North Andover,Massachusetts 01845 Telephone 978 688-9540 Sandra Starr Fax 978 688-9542 Health Director February 2, 2001 David Oberlander BDO Engineering 47-A Wilson Place Mansfield,MA 02048-2512 Subject: 544 Foster Street Dear David, I have spoken with the Director and have found that you do need to come before the Board Of Health to request this variance. Please submit a letter of request to be on the next scheduled BOH meeting for the purpose of requesting a variance from the percolation requirements. The next meeting is being held on February 22,2001,at 7:OOPM,at the DPW,384 Osgood Street. The letter should be submitted no less that one week prior to the meeting. It would be a good idea to have the plan formalized. However,you do not have to formally submit the plans prior to the hearing for our review. Having the plans available would be helpful to present to the Board Members all of the circumstances and variances needed. It will be this offices recommendation that due to historical knowledge of this site the variance should be granted. Please call us if you have any questions. Thank y , Su :Ford,R.S. ��ealnspector BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 02/14/01 17:07 FAX 508 337 9440 BDO ENGINEERING 1601 PIANNING•D91GN-t:ONST LIMON-OPERATIONS- _ -WASTEWATER-DRAINAGE-SEPTI(-SIDE ENGINEERING 47-A Wilson Place,Mansfield,MA 02048-2512-Tek 508-339-0806-Fa � p ••pi �6doeng@id.nel iT— February 14,2001 Q Ms. Susan Ford, R.S.,Health Inspector Town of North Andover Community Development& Services 27 Charles Street North Andover, MA 01845 976-688.9540 RE: VARIANCE REQUESTS FOR SEPTIC SYSTEM REPAIR AT 544 FOSTER STREET.NORTH ANDOVER,MA Dear Ms.Ford: The purpose of this letter is to request placement on the Board of Health Agenda for your February 22,2001 public meeting. We are seeking two Title 5 variances and two local variances for the repair of the existing subsurface disposal system at 544 Foster Street. The requested variances are as follows: 1. Title 5: 310 CMR 15.140—Percolation Test: Use sieve analysis and soil evaluation to determine the LTAR. As you know, the saturated conditions at the time of the percolation test prevented percolating in the C layer. 2_ Title 5: 310 CMR 15, Innovative/Alternative Technologies, Single Home FAST Remedial Use Approval, Section I.A. Reduced Soil Absorption System: Allow the 50%reduction in the area of the soil absorption system. 3. Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, Part B, Siting and Design of Systems, Section 5.00 Siting of Systems, 5.02 Distances: Reduce the leaching facility setback from wetland from 100-feet to 50-feet as allowed by Title 5. 4. Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, Part B, Siting and Design of Systems, Section 5.00 Siting of Systems, 5.02 Distances: Reduce the septic tank setback from wetland from 75-feet to 25-feet as allowed by Title 5. We understand that abutter notification is not required for these variances--let us know as soon as possible if you require any notifications. Also,please confirm the time and place of our hearing. We expect to mail our design plans to your office by the end of this week. t Sincerely, O EN E N David Oberlander,P.E. Civil/Environmental Engineer cc: Owner I nandboh03. 'I f Da PLANNING•DESIGN•CONSTRUCTION•OPERATIONS WATER•WASTEWATER•DRAINAGE SEPTIC•SITE ENGINEERING 47-A Wilson Place, Mansfield, MA 02048-2512•Tel: 508-339-0806• Fax: 508-337-9440•e-mail:bdoeng@ici.net February 16, 2001 Ms. Susan Ford, R.S., Health Inspector Town of North Andover Community Development& Services 27 Charles Street North Andover, MA 01845 978-688-9540 RE: VARIANCE REQUESTS FOR SEPTIC SYSTEM REPAIR AT 544 FOSTER STREET,NORTH ANDOVER,MA Dear Ms. Ford: The purpose of this letter is to revise the variance requests outlined in our letter dated February 14, 2001. We neglected to request a waiver of the reserve area requirement. Now, we are seeking two Title 5 variances and three local variances for the repair of the existing subsurface disposal system at 544 Foster Street. The requested variances are as follows: 1. Title 5: 310 CMR 15.140--Percolation Test: Use sieve analysis and soil evaluation to determine the LTAR. As you know, the saturated conditions at the time of the percolation test prevented percolating in the C layer. 2. Title 5: 310 CMR 15, Innovative/Alternative Technologies, Single Home FAST Remedial Use Approval, Section I.A. Reduced Soil Absorption System: Allow the 50% reduction in the area of the soil absorption system. 3. Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, Part B, Siting and Design of Systems, Section 5.00 Siting of Systems, 5.02 Distances: Reduce the leaching facility setback from wetland from 100-feet to 50-feet as allowed by Title 5. 4. Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, Part B, Siting and Design of Systems, Section 5.00 Siting of Systems, 5.02 Distances: Reduce the septic tank setback from wetland from 75-feet to 25-feet as allowed by Title 5. 5. Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, Part C Design, 9.04 Reserve Area: Waive the requirement to show a reserve area. Due to the many site constraints on this property, there is no available area for reserve. Any future systems will likely require the dig out and replacement of the soil in the area of the proposed leaching field. Please confirm the time and place of our hearing. As discussed, we did not notify any abutters. Our design plans were mailed to your office today via priority mail. Sincerely, BD/O ENGINE RING O David Oberlander, P.E. Civil/Environmental Engineer cc: Owner nandboh04 f FORM 11 - SOIL EVALUATOR FORM Pagel of 3 No. Date: Oct. 27, 1997 Commonwealth of Massachusetts North Andover, Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: Steve D'Urso Date: October 21, 1997 Witnessed By: Rudy(BOLT) Location Address or Lot#4 -Foster Street owner's Narne Travis & Tim Construction Lot# Address and 770 Boxford Street North Andover, MA Telephone# 6$7-7774 New Construction X❑ Repair Office Review Published Soil Survey Available: No Yes 0 Year Published 1981 Publication Scale I"= 1320' Soil Map Unit RoD (Chariton/Hollis) Drainage Class Well Drained Soil Limitations Surficial Geologic Report Available: No IT—] Yes Year Published Publication Scale Geologic Material(Map Unit) Landform Flood Insurance Rate Map: Above 500 year flood boundary No Yes X Within 500 year flood boundary No X Yes Within 100 year flood boundary No X Yes Wetland Area- National Wetland Inventory Map(map unit) Wetlands Conservancy Program Map(map unit) Current Water Resource Conditions(USGS): Month Range: Above Normal Normal Below Normal Other References Reviewed: DEP APPROVED FORM-12107/95 y&4=m f FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Lot 4 -Foster Street On - Site Review Deep Hole Number 97-4 Date October 21, 1997 Time AM Weather Location(identify on site plan) See plan Land Use Residential Slope(%) 25% Surface Stones Some Ledge Outcrops in Area Vegetation Wooded Landform Position on landscape(sketch on the back) See Plan Distances from: Open Water Body NA feet Drainage way NA feet Possible Wet Area 350 feet Property Line 30 feet Drinking Water Well 160 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, Bio Crravel) 0"-5" A F.S.L. 10YR3/3 None 5"-40" Bw F.S.L. 10YR6/8 None 40"-102" C F;S•I—• l 0YR5/6 52" Less Than 15% Cobbles, Gravel& Stones, Massive/Friable, Bldrs @ Bottom "MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) Depth to Bedrock: None Depth to Groundwater. Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water. 52" DEP APPROVED FORM-12/07/95 soile,2sam c a DEP APPROVED FORM-12/07/95 3o&v2-am FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. Lot 4 -Foster Street Determination for Seasonal High Water Table Method Used: F7Depth observed standing in observation hole inches = Depth weeping from side of observation hole inches Depth to soil mottles 52 inches = 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 11/94 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. Si ature Date ►o Z,4 g'7 DEP APPROVED FORM-12107/95 sokvZvam i FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Lot 4 -Foster Street On - Site Review Deep Hole Number 97-5 Date October 21, 1997 Time AM Weather Location(identify on site plan) See plan Land Use Residential Slope(%) 5% Surface Stones Some Ledge Outcrops in Area Vegetation Wooded Landform Position on landscape(sketch on the back) See Plan Distances from: Open Water Body NA feet Drainage way NA feet Possible Wet Area 380 feet Property Line 20 feet Drinking Water Well 180 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"-5" A F.S.L. 10YR3/3 None 5"-28" Bw F.S.L. 10YR6/6 None 28"-56" 1C Gr.L.F.S. to 10YR6/6 46" Firm Gr.F.S.L. 56"-120" 2C Gr.S.L. 10YR5/8 Greater Than 15% Cobbles, Stones, Gravel& Mrs *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) Depth to Bedrock: None Depth to Groundwater. Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water. 46" ' DEP APPROVED FORM-17!07/95 a ikv23 m FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. Lot 4 -Foster Street Determination for Seasonal high Water Table Method Used: Depth observed standing in observation hole inches Depth weeping from side of observation hole inches F7X Depth to soil mottles 46 inches = 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 11/94 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':::�-n" 5 1-.L�Date to/Z4/'37 DEP APPROVED FORM-17/07/95 FORM 12 -PERCOLATION TEST Location Address or Lot No. Lot 4 -Foster Street COMMONWEALTH OF MASSACHUSETTS North Andover , Massachusetts Percolation Test* Date: October 21, 1997 Time: Observation Hole 9: Perc 97-4 Perc 97-5 Depth of Perc 62" 62" Start Pre-soak 10:18 AM 11:54 AM End Pre-soak 10:33 AM 12:09 PM Time at 12" 10:33 AM 12:09 PM Time at 9" 10:49 AM 12:39 PM Time at 6" 11:15 AM 1:53 PM Time (9"-6") 26 minutes 74 minutes Rate Min./Inch 9 Min/Inch 25 Min/Inch *Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Site FailedF7 Performed By: Steve D'Urso Witnessed By: Rudy(BOH) Comments: DEP APPROVED FORM-12/07/95 pmfmmsam -1 FORM 11 - SOIL EVALUATOR FORM Pagel of 3 No. Date: Oct. 17, 1997 Commonwealth of Massachusetts North Andover, Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: John Morin ciates, Inc) Date: Sept. 25, 1997 Witnessed By: Sus ord (NABOIT) Location Address r Lot#4 -Foster Street Owner's Name Travis& Tim Construction Lot# Address and 770 Boxford Street North Andover, MA Telephone# C87-7774 New Construction X❑ Repair Office Review Published Soil Survey Available: No a Yes Year Published 1981 Publication Scale 1"= 1320' Soil Map Unit RoD (Charlton/Hollis) Drainage Class Well Drained Soil Limitations 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 X Within 500 year flood boundary No X Yes Within 100 year flood boundary No X Yes Wetland Area: National Wetland Inventory Map(map unit) Wetlands Conservancy Program Map(map unit) Current Water Resource Conditions(USGS): Month Range: Above Normal Normal 0 Below Normal Other References Reviewed: DEP APPROVED FORM-17/07/95 so0e✓Lvm r � r ' FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Lot 4 -Foster Street On - Site Review Deep Hole Number 1 Date Sept. 25, 1997 Time AM Weather Sunny, 60's Location(identify on site plan) See plan Land Use Residential Slope(%) 3% Surface Stones Some Ledge Outcrops in Area Vegetation Wooded Landform Position on landscape(sketch on the back) See Plan Distances from: Open Water Body NA feet Drainage way NA feet Possible Wet Area 220 feet Property Line 25 feet Drinking Water Well 180 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) 011 - 13" A F.S.L. 10YR3/2 None 13" - 23" Bw L.S. 10YR4/6 None Some Boulders 23"-118" C L.S. 2.5Y6/4 53" 20% Gravel w/cobbles 7.5YR5/8 (Roots to 53") "MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) Depth to Bedrock: None Depth to Groundwater. Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water: 53" DEP APPROVED FORM-12/07/95 soiki2= Page 3 of 3 Location Address or Lot No. Lot 4 Foster Street Determination for Seasonal High Water Table Method Used: aDepth observed standing in observation hole inches Depth weeping from side of observation hole inches 0 Depth to soil mottles 53 inches = 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 4/97 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 �,�, Date01 -0417 �9 7 DEP APPROVED FORM-17/07/95 sokv2zmm r � FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Lot 4 -Foster Street On - Site Review Deep Hole Number 2 Date Sept.25, 1997 Time AM Weather Sunny,60's Location(identify on site plan) See plan Land Use Residential Slope(%) 3% Surface Stones Some Ledge Outcrops in Area Vegetation Wooded Landform Position on landscape(sketch on the back) See Plan Distances from: Open Water Body NA feet Drainage way NA feet Possible Wet Area 200 feet Property Line 40 feet Drinking Water Well 150 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" - 10" A F.S.L. 10YR3/2 None 10" -27" Bw L.S. 10YR4/6 None 27" 118" C F.L.S. 2.5Y6/4 52" 10% Gravel, 30% cobbles 5YR5/8 & 2.5Y7/3 *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) Depth to Bedrock: None Depth to Groundwater. Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water: 52" DEP APPROVED FORM.12/07/95 so&-2 t Page 3 of 3 Location Address or Lot No. Lot 4 Foster Street Determination for Seasonal High Water Table Method Used: aDepth observed standing in observation hole inches Depth weeping from side of observation hole inches FX Depth to soil mottles 52 inches = 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 4/97 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 J Z>A 7/7 7 DEP APPROVED FORM-12/07/95 wikv� FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Lot 4 -Foster Street On - Site Review Deep Hole Number 3 Date Sept. 25, 1997 Time AM Weather Sunny,60's Location(identify on site plan) See plan Land Use Residential Slope(%) 8% Surface Stones Some Ledge Outcrops in Area Vegetation Wooded Landform Position on landscape(sketch on the back) See Plan Distances from: Open Water Body NA feet Drainage way NA feet Possible Wet Area 190 feet Property Line 50 feet Drinking Water Well 130 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) 011 - 12" A F.S.L. 10YR3/2 None 1211 - 2411 Bw L.S. 10YR5/8 None 24" - 116" C F.L.S. 2.5Y6/6 48" 20% cobbles 7.5YR5/8 &2.5Y7/3 *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) Depth to Bedrock: None Depth to Groundwater. Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water: 48" FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. Lot 4 Foster Street Determination for Seasonal High Water Table Method Used: F7Depth observed standing in observation hole inches F7Depth weeping from side of observation hole inches FX--1 to soil mottles 48 inches 71 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 4/97 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 Q /}� ;, Date 10/1 -7/27 DEP APPROVED FORM-12/07/95 so0ev2sam FORM 12 - PERCOLATION TEST Location Address or Lot No. Lot 4 -Foster Street COMMONWEALTH OF MASSACHUSETTS North Andover ,Massachusetts Percolation Test* Date: Sept. 25, 1997 Time: Observation Hole#: Perc 1 Perc 2 Depth of Perc 51" 66" Start Pre-soak 11:24 AM 12:18 PM End Pre-soak 11:39 AM 12:33 PM Time at 12" 11:39 AM 12:33 PM Time at 9" 12:09 PM @ 10 7/8" 12:58 PM @ 111/2" Time at 6" Time (9"-6") Rate Min./Inch Abort: Req'd Overnight Abort: Req'd Overnight Soak Soak *Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Site Failed Performed By: Paul Cardone (Neve Associates, Inc) Witnessed By: R j oy Comments: Ad�d.�+�o�al tes4.rns r¢..G 'rerk DEP APPROVED FORM-12/07/95 Pmpomsam FORM 12 - PERCOLATION TEST Location Address or Lot No. Lot 4 -Foster Street COMMONWEALTH OF MASSACHUSETTS North Andover , Massachusetts Percolation Test* Date: Sept. 25, 1997 Time: Observation Hole#: Pere 3 Pere 6 Depth of Pere 61" 59" Start Pre-soak 11:46 AM 2:43 PM End Pre-soak 12:01 PM 2:58 PM Time at 12" 12:01 PM 2:58 PM Time at 9" 12:05 PM Time at 6" 12:23 PM Time(9"-6") 18 minutes Rate Min./Inch - 6 Min/Inch Abort: Req'd Overnight Soak *Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Site Failed Performed By: Paul Cardone (Neve Associates, Inc) Witnessed By: R ufly (BOH) Comments: DEP APPROVED FORM-12/07/95 pmfotmzam COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS ` DEPARTMENT OF ENVIRONMENTAL PROTECTION r.,;, i TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION . Property Address: 54 0r-- 2 o 2TH -Atj D-Dj6 2 Owner's Name• � �,.`,„� �„ M,� u� .✓i,S Owner's Address: Date of Inspection: A Name of Inspector:(please print) C Company Name:1U`C,,j,1 GNG-��9,.y D L�•u(�(,il c.� �C� Mailing Address: a& �aErcKw�u,� D/Lw� Telephone Number: q z S—b�3 6- l 7be 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 15340 of Title 5(310 CMR 15.000). The system: Passos Conditionally Passes Needs Further Evaluation by the Local Approving Authority A Fails Inspector's Signature:. Date: �6AV The system inspector shall submit a copy.'of this insA "on 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 approvint 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. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of I I ,4� fti OFFICIAL .INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM l PART A ` CERTIFICATION(continued) 'ROPERTY ADDRESS: 544 FOSTER S'1'. NORTH ANDOVER,MA DWNER:WASHINGTON'N HJTUAI: BANK DATE OF INSPECTION: 10/26/00 Inspectidn Summary: Check A,B,C,D or E/ALWAYS complete all of'Section D System Passes: I have not found any information which indicates that any of the failure criteria described in 310 C 15.303r in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B. System Conditional Passes: One or more system co onents as described in the"Conditional Pass"section need to be replaced or repaired;The system,upon comp tion of the replacement or repair,as app. ved by the Board of Health,will pass. Answer yes,no or not determined(Y,N, )in the for the fo owing statements.If"not determined"please explain. The septic tank is metal and over 20 yea old*or a septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfil do r tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic as approved by the Board of Health. *A metal septic tank will pass inspection if it is c ally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years b is avai ble. ' ND explain: Observation of sewage ba p or break out or high staff water level in the distribution box due to broken or obstructed pipe(s)or:due to a ken,settled br uneven distribdtiio box.System will pass inspection if(with. approval of Board ofiHeal broken pipe(s)are replaced obstruction is removed distribution box is leveledor replaced ND'explain: e system required pumping more than 4 times a year due to broken or obs cted pipe(s).The system will pas pection if(with approval of the Board of Health): broken pipe(s)are replaced I obstruction is removed 1 i ND explain: Title 5 Inspection Form 6/15/2000 2 ,. ..• _ 'x"'ti .. ..an ,1".9.y s,N+y,y411A =' j . Page 3 of 11 ;{ ;47. OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS ` SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM' PART A: CERTIFICATION(continued) dUYEK1 Y AllllKhJa: ,44 FUN ILK a l. NORTH ANDOVER,MA OWNER:WASHINGTON MUTUAL i BANK )ATE OF INSPECTION: 10/26/00 C.' Further Evaluation is Required by the Board of Health: / Conditions exist which require fiuther evaluation by the Board of Health in order t determine if the system is failing o protect public health,safety or the environment. 1. System 11 pass unless Board of Health determines in accordance with'310 CMR 15.303(1)(b)that the system is t functioning in a manner which will protect public health,safety and the environment: _ Cesspool or ivy is within 50 feet of a surface water Cesspool or pr is within 50 feet of a bordering vegetated wetland or a salt marsh i 2. System will fail unless the Board o ealth Public Water Supplier,if any)determines that the system is functioning in a manner that p tect the tid public health,safety and environment: _ The system has a septic tank and so' sorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a s ace ater supply. _ The system has a septic tank d SAS and SAS is within a Zone 1 of a public water supply. _ The system has a septic nk and SAS and the S is within 50 feet of a private water supply well. The system has a se c tank and SAS and the SAS is s than 100 feet but 50 feet or more,from a private water supply woT**.Method used to determine distanc **This system passes if the well water analysis,performed at a DEP c 'feed laboratory,for coliform bacteria and volatileorganic compounds indicates that the well is free fro ollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than pm,provided that no other failure Criteria azeariggered.A'copy of the analysis must be attached to thus form i i 3,//Other-- Title . Other:Title 5 Inspection Form 6/15/2000 3 Page 4ofII s �r:!'sc3Tit OFFICIAL,INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE'SEWAGE DISPOSAL SYSTEM INSPECTION FORM }I.. ' PART A 1' CERTIFICATION(continued) i(QFEK1Y ADDRESS: 544 YUSTER ST. NORTH ANDOVER,MA )WNER:WASHINGTON MUTUAL BANK . )ATE OF INSPECTION: 10/26/00 i D. System Failure Criteria applicable to all systems: You must indicate"yes"or`no"to each of the following for all inspections: Yes No _✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool _�Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or 7 clogged SAS or cesspool i Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool _ Liquid depth in cesspool is less than 6"below invert or available volume is less than%2 day flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped . _ Any portion of the SAS,cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. 1�Any portion of a cesspool or privy is within a Zone 1 of a public well. _ Any portion of a cesspool or privy is within 50 feet of a private water supply well. 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.] L z'5(Yes/No)The,system fails.I have determined that one or more of the above failure criteri9 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. a Systems: To be coth red a large system the system must serve a facility with a;design flow of 10,000 gpd to 15,000 gPd- You must indicate ei "yes"or"no"to each of the following: , (The following criteria app large systems in addition to the criteria ab yes no . the system is within 400 feet of a s ce g water supply the system is within 200 feet of utary to a ace drinking water supply _ the system is locat a nitrogen sensitive area(Interim Ihead Protection Area—IWPA)or a mapped Zone II of a is water supply well i i i I If you hav swered"yes"to any question in Section E the system is considered a si 'frcant threat,or answered "yes" ' Section D above the large system has failed.The owner or operator of any large s em considered a significant threat under Section E or failed under Section D shall upgrade the system in accor with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. Title 5 Inspection Form 6/15/2000 4 Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURPA'tCE SEWAGE DISPOSAL SYSTEM INSPECTION''FORM; / PART B ' CHECKLIST KOPERTY ADDRESS:544 FOSTER ST. NORTH ANDOVER,MA )WNER:WASHINGTON MUTUAL BANK )ATE OF INSPECTION: 10/26/00 Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes No Pumping information was provided by the owner,occupant,or Board of Health 'Were any of the system components pumped out in the previous two weeks? ✓"Has the system received normal flows in the previous two week period? ✓' Have large volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note as N/A) Was the facility or dwelling inspected for signs of sewage back up? ✓ — Was the site inspected for signs of break out? Were all system components,excluding the SAS, located on site? _ 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? _ �Was•the.facility owner(and occupants if different from owner)providdd with information on the proper maintenance of subsurface sewage disposal systems? The size and loca(ion of the Soil Absorption System(SAS)on the site has been determined based on: Ye pe _✓_/Existing information.For example,a plan at the Board of Health. _� Determined in the field(if any of the failure criteria related to Part C is iat issue approximation of distance is unacceptable)[3 10 CMR 15.302(3)(b))' Title S Tncnrrtinn Farm 6/1 S/?nnn 5 Page 6'of 11' OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL:SYSTEM INSPECTION FORM G A ' PART C ` ,ROPERTY ADDRESS: 544 FOSTER ST. SYSTEM INFORMATION ' NORTH ANDOVER,MA i OWNER WASHINGTON MUTUAL i BANK DATE OF INSPECTION: 10/26/00 yY. ----- ---�-- - "-- - - -- FLOW CONDITIONS ; RESIDENTIAL Number of bedrooms(design): Number of bedrooms(actual): 74_ DESIGN flow based on 310 CMR 15.203(for example:410 gpd x#of bedrooms): Number of current residents: t _ Does residence have a garbage grinder(yes or no): Is laundry on a separate sewage system(yes or no):LO [if yes separate inspection required] Laundry system inspected(yes or no): — Seasonal use: (yes or no): Water meter readings,if available(last 2 years usage(gpd)): Sump pump(yes or no): A/D Last date of occupancy: V✓*41 w COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): bpd Basis of design flow(seats/persons/sgf,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: u N V_J-a._-Al Was system pumped as part of the inspection(yes or no):_ If yes,volume pumped:_gallons-Howwas quantity pumped determined? Reason for pumping: TYPE OF SYSTEM I i Septic-tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool i 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: 1 gy Were sewage odors detected when arriving at the site(yes or no):A Title 5 Insnection Form 6/15/2000 6 Page 7 of I I t'r OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS, ' �UBSURP,ACE SEWAGE DISPOSAL SYSTEM IlNSPECTION FORM PART C SYSTEM INFORMATION(continued) PROPERTY ADDRESS: 544 FOSTER ST. NORTH ANDOVER,MA OWNER:WASHINGTON MUTUAL BANK DATE OF INSPECTION: 10/26/00 BUILDING SEWER(locate on site plan) Depth below grade: ` Materials of construction:_Zcast iron _40 PVC_other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): P-ac. t r. (.,,,s.4- GotiS-fi.u. t .,\ Iz,s e crnt^1 SEPTIC TANK:_(locate on site plan) ,,-I. Depth below grade: Material of construction: ✓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: IOop 6,q-,-,,,r, Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: 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: How were dimensions determined: Comments(on pumping recommendations,,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,;evidence of leakage,etc.): _F411iK tN nt'L. i GREASE TRIO:M(locate on site plan) i Depth below grade: Material of construction:_concrete_metal_fiberglass__polyethylene_other (explain): Dimensions: I 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.): Title 5 Inspection Form 6/15/2000 7 Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ' PART C SYSTEM INFORMATION(continued) 'ROPER•I'Y ADDRESS:544,FUSTLK S•1'. NORTH ANDOVER,MA i OWNER:WASHINGTON MUTUAL BANK DATE OF INSPECTION: 10/26/00 — 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: (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: 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.): f n L2 t/L- 222t c.K•. L-1 PUMP CHAMBER: (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Cq#nments(note condition of pump chamber,condition of pumps anti;appurtena�ces,etc.): I I 1 1 1 Title 5 Insnection Form 6/15/2000 8 Page 9 of 11 OFFICIAL.INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEIV�[INSPECTION FORM ' PART C } SYSTEM INFORMATION(continued) 'ROPERTY ADDRESS:544 FOSTER ST. NORTH ANDOVER,MA DWNER WASHINGTON MUTUAL BANK DATE OF INSPECTION: 10/26/00 SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number:_ leaching chambers,number: leaching galleries,number: leaching trenches,number, length: J pCGp Y N t-,p( leaching fields,number,dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Co4nments(note condition of soil,signs of hydraulic failure,level oPponding,'damp soil,condition of vegetation, etc.): S��-�v►� hP�a.N wo.� 9�� 2le✓ �� 1� ctc�,a n�•� c..y2(l, CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids 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,lwel of ponding,condition of vegetation,etc,.):, PRIVfY: A/1�(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.): i I 1 Title 5 Inspection Form 6/15/2000 9 Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS ' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) I 'ROPERTY ADDRESS:544 FOSTER ST. NORTH ANDOVER,MA DWNER:WASHINGTON MUTUAL BANK DATE OF INSPECTION: 10/26/00. 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. ti N Y'lv�7t l i I i i i Title 5 Inspection Form 6/15/2000 10 R Page 11 of 1 >=.^ OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS y`' SUBSURFACE SEWAGE'.DISPOSAL SYSTEM INSPECTION FORM r PART C 'ROPERTY ADDRESS: 544 FOSTERg'1CTEM INFORMATION(continued) NORTH ANDOVER,MA , DWN$R:WASHINGTON MUTUAL BANK DATE OF INSPECTION: 10/26/00 - -SITE EXAM---- ----- _ — -- Slope Surface water Check cellar Shallow wells Estimated depth to ground water Z feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: 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: r' 1 j i j i I Title 5 Inspection Form 6/15/2000 I 1 Town of North Andover o�NORTH 1 Office of the Health Department �p Community Development and Services Division x • 27 Charles Street "�°► - ' North Andover, Massachusetts 01845 'SS�ICHUS� Sandra Starr Telephone(978)688-9540 Health Director Fax(978)688-9542 TOWN OF NORTH ANDOVER .BOARD OF HEALTH CERTIFICATE OF COMPLIANCE DATE OF COMPLIANCE 7/12/2002 This is to certify that the individual components 0, entire (X) subsurface disposal system constructed (), repaired (X), or upgraded() by Peter Breen at 544 Foster Street has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5), North Andover Board of Health septic system regulations, and the design plan approval #1147 dated August 1, 2001. The Issuance of this certificate shall not be construed as a guarantee that the system will function satisfactorily. lU Board of Health Inspector BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 NURSE 688-9543 PLANNING 688-9535 06/28/02 14:26 FAX 508 337 9440 BDO ENGINEERING i6ol s ?yo TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System aconstrueted; repaired; located at `� �dS { �� eY /�/td�`✓ iN� was installed_ in conformance with the Nprth Andover Board of Health approved plan. System Permit#___, dared Z!I4/e 1 I kEV r�o ,91Z 60with an approved desig flow of Vgallons per day_ The materials used-were ihconformance with those specified on the approved plan; the system was installed in accordance with the provisions of310 CMR 15.000, Title 5 and local regulations, and the final grading agree 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: Z Jr- Q� Zozo L Eng�er Repr�esentve Final inspection date: O6 Engineer Representative Installer: Q<iTGs� ��C--��✓ Lic.#: Date: Zg D z. Design"Engineer: Date_ © Z i r � i f si INSPECTION CHECKLIST FOR SEPTIC SYSTEMS Yes NO Iru't'al� A. Bottom of Bed 1. Excavation to proper depth i 2. With trenches,sides of excavation are beneath B horizon 3. Edge of excavation specified distance from foundation,etc. Comments: i i i B. Retaining Wall 1. Wall height and width as specified 2. Waterproofed 3. Wall minimum 10'to leaching facility 4. Wall meets specifications of plan Comments: C. Building Sewer 1. Pipe diameter minimum 4" 2. Schedule 40 pipe 3. Watertight joints ` 4. Inlet to tank cemented 5. Slope minimum 0.01 or 1/8"per foot minimum c� 6. Pipe properly set on compact firm base t� 7. Pipe laid on continuous grade in straight line 8. Cleanouts precede all change in alignment and grade 9. Manholes at any 90°change 10. 10'minimum offset to water line Comments: �.t •' D. Septic Tank 1. Level r/ �-- 2. 1,500 gal minimum 3. Gas bale present on outlet -� 4. Manhole to grade 5. Manholes over center and each tee 6. 3-20"manholes r/ 7. Inlgt tee minimum 12"under invert L 8. Outlet tee minimum 14"under invert 9. Outlet line cemented ✓' 10. Air space 3"above tees 10V4- 11. 2"-3"drop from inlet to outlet 12. Pipe set -� 13. Compact base with 6"of 1/4"crushed stone under tank 14. Tank is watertight Comments: ,�Il E. Pump Chamber Yes NO 1. If separate from tank,compact base with 6"of 3/4"stone underneath 2. Minimum 2"pipe to d-box if gravity system 3. 20"access manhole 4. Tank level 5. Watertight �i a 6. Tank size agrees with plan specification 7. Manhole to grade 8. Check valve and bleeder hole present s� 9. Alarm in building on separate circuit 10. Alarm functions 11. Manual operating switch Ga i 12. Pump delivers liquid to d-box X34�f Comments: F. Distribution Box 1. D-box level 2. Minimum 0.1 T'(2")drop from inlet to outlet 3. Minimum 6"sump 4. Outlet pipes show equal distribution --Y 5. Compact base with 6"of stone beneath box �� 6. Box is watertight d5�iL9 . 7. All lines cemented with hydraulic cement rn� 8. Schedule 40 pipe Comments: 3 G. Soil Absorption system Z �' 1. All stone double-washed-'/4"- 1 %z" -pea stone -� Bucket test done? 2. Minimum 2"of pea stone above distribution lines 3. Minimum 6"stone beneath pipe PDXd�� _f� 4. Distribution lines capped or connected together 5. Grading meets 3:1 slope �'- 6. Minimum of 9"of fill graded over system 7. Toe of slope stops minimum 5'from edge of property; if not,then swale. Comments: - H. Leach Trenches 1. Minimum 2 trenches 2. Length of trenches agree with plan. (Max.length 100')--- 3. Width of trenches agree with plan-Minimum '• aximum-4'. 4. Vent present if<50 feet or specified 5. Distance between trenches min' ' and maximum of 6' 6. Minimum distance between ches 10' 7. Pipe slope minimum W or 6"per 100' 8. Depth of trenches below outlet invert minimum of 6". i , Yes NO 9. Pipes set on stable base. Comments: i I. Leach Field 1. Maximum length of field 100' 2. Pipe slope minimum 0.005 or 6"per 100' 3. Separation between pipe 6'maximum i 4. Pipes connected at end 5. Separation between adjacent fields 10'minimum 6. Pipes set on stable base 7. Maximum 4'separation from edge of field to first line 8. Minimum two distribution lines 9. Maximum perc rate 20 mpi Comments: I Leaching Pits 1. Minimum inlet pipe 4" 2. Pits of concrete 3. Sid 11 be en 12"and 48"wide 4. Acce anholes on each pit 5. P' es cemented with hydraulic cement Comm nts: ' K. Final Grade 1. Slope over soil absorption system minimum 0.02 2. All system components covered by at least 9"soil 3. Cover soil free of stones larger than 6" 4. Grading slopes away from dwelling 5. No areas over system that may pond Town of North Andover, Massachusetts Form No.3 t No RTN BOARD OF HEALTH ... n GL t I- Is Is ._ '°•,,.oDISPOSAL WORKS CONSTRUCTION PERMIT ,'TS^CLAUSES • � r Applicant NAME �� ADDRESS TELEPHONE Site Location -�ypjl / 7-�� J� Permission is hereby granted to Construct ( ) or Repair ( an Individual Soil Absorption s Sewage Disposal System as shown on the Design Approval S.S. No. ,7 7 / CHAtRMAN,BOARYOFAEALTH Fee Ao D.W.C. No. WF3 193 # SCHEDULE OF ELEVATIONS WF4 LOCATION WF2 fC., N ." WF6 ELEVATION WF5 INSTALLER: l / EXISTING SILL (TOP OF FOUNDATION) 130.3± rq EXISTING CELLAR FLOOR 123.5± WFO f PETER BREEN J i REFERENCE 770 BOXFORD STREET / INVERT OF BLDG. SEWER AT FOUNDATION 127.55 wF1 NORTH ANDOVER, MA 01845 POINT "A" INVERT AT TREATMENT TANK INLET 127.30 OFFICE TEL. 978-687-7774 f CELL. TEL. 978-265-7580 / INVERT AT TREATMENT TANK OUTLET 127.05 BENCHMARK: DECK 1 � INVERT AT PUMP CHAMBER INLET 127.02 CONCRETE STEPS, WF8 HIGH WATER ALARM SET POINT* ELEV. = 131.00 EXISTING DWELLING / l 125.3± (ASSUMED) MAP 1048, LOT 4 / / PUMP ON SET POINT* 125.1± ./V WASHINGTON MUTUAL BANK, F.A. / rn sem. 544 FOSTER STREET J j o PUMP OFF SETPOINT* 123.3± DECK � �� f m ff FLOOR OF PUMP CHAMBER 122 7± (� 1,5 MICRO FAST 0.55 GAL TANK INVERT AT PUMP CHAMBER OUTLET (3") 126.73 '�wCy MI � J - c TREATMENT UfylT..- -" �i ,IWC° t {kIC. ._.G.- ; INVERT OF 3" MANIFOLD .- C vER44L' EI_��.. 126.95 ...__1.1!2 -" AREA = 30,300± S.F. J Jj INV. 1" PRESSURE DIST. PIPES (LEVEL) 127.59 f( 1 BOTTOM OF LEACHING FIELD STONE Q WF9 1 I o 127.09 2" PVC VENT "•"-�•�-��--_�-•�- �--• o (TYP FOR 2) / HIGH WATER ALARM (LIGHT AND BEEPER) J� N * TO BE ADJUSTED BY CONTRACTOR MOUNTED ON INSIDE CELLAR WALL. SCHEDULE 0 F FIELD TIES feet F 0 / REFERENCE POINT "B" 1 �� AIR BLOWER �j% { LOCATION REFERENCE POINT REFERENCE POINT Q »A„ »B„ SEPTIC TANK INLET MANHOLE ELECTRIC (ESTIMATED LOCATION) �r� 30.2 14.8 r SEPTIC TANK OUTLET MANHOLE 1,000 GALLON PUMP CHAMBER �i 34.6 13.5 WITH 1 HORSEPOWER PUMP f TREATMENT TANK INLET MANHOLE (HYDROMATIC MODEL SK 10OM2) 43.6 16.3 TREATMENT TANK OBSERVATION PORT 49.2 20.3 64�, I f e�� FORCE MAIN/MANIFOLD CONNECTION 54.8 38.9 � END LEACHING PIPE, D t 62.7 34.8 E PRESSURE DISTRIBUTION FIELD: 36' WIDE x 41' LONG x 0.5DEEPc END LEACHING PIPE, E 79.7 59.7 END LEACHING PIPE, F 57.5 55.7 �P\,N OF A14SSq END LEACHING PIPE, G 30.0 28.0 '"� DAVID fcyGs + +�, {1Ca`P� ✓f v OBERLANDER �N AS BUILT PLAN V I Jam, No. 36479 clvlL SUBSURFACE DISPOSAL SYSTEM �V APp� G/ST ER�p F�`r 544 FOSTER STREET, + REET, NORTH ANDOVER, MA �+►� I HEREBY CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, MAY 22, 2002 (REV. 06/0702 DRIVEWAY INFORMATION, AND BELIEF THAT THE SUBSURFACE DISPOSAL SYSTEM AS / ) NOTE: THIS PLAN IS FOR SEPTIC SYSTEM CONSTRUCTION ONLY. IT CONSTRUCTED IS IN SUBSTANTIAL COMPLIANCE WITH THE DESIGN SHOWN ON IS NOT A CERTIFIED PROPERTY LINE PLAN. REFERENCE PLAN FOR THE PLAN DATED FEBRUARY 14, 2001 (REVISED JUNE 28, 2001) AND PREPARED FOR: WASHINGTON MUTUAL BANK F.A. APPROVED BY THE TOWN OF NORTH ANDOVER AND THE MASSACHUSETTS c/o MR. MICHAEL OLSON PROPERTY LINE AND HOUSE LOCATION IS "PLAN OF LAND IN NORTH ANDOVER, MA", SUBDIVIDED FOR WALENTY PAS, DATED AUGUST 27, c'js DEPARTMENT 0 ENVIRONMENTAL PROTECTION. HOMEOWNER'S ADVANTAGE 1947, PREPARED BY RALPH BRASSEUR, RLS. 11-15 BIRD ST., FOXBORO, MA PREPARED BY: David Oberlander, P.E. SCALE: 1" = 20' ENGINEERING BDO Engineering ENGINEER 47A Wilson Place DATE Mansfield, MA 02048 508-339-0806 SCHEDULE OF ELEVATIONS WF3 WF4 ..` 193 t LOCATION ELEVATION E N Z WF"' SHED WF6 f EXISTING SILL (TOP OF FOUNDATION) 130.3± INSTALLER: / � WF5 EXISTING CELLAR FLOOR 123.5± J. rn PETER GREEN j INVERT OF BLDG. SEWER AT FOUNDATION 127.55 � INFO � 770 BOXFORD STREET � REFERENCE NORTH ANDOVER, MA INVERT AT TREATMENT TANK INLET 127.30 yr POINT "A" OFFICE TEL. 978-687-7774 INVERT AT TREATMENT TANK OUTLET 127.05 WF1 CELL. TEL. 978-265-7580 BENCHMARK FOR CONSTRUCTION: INVERT AT PUMP CHAMBER INLET 127.02 CONCRETE STEPS AT HOUSE, DECK ELEVATION = 131.00 (ASSUMED) �WF8 HIGH WATER ALARM SET POINT* 125.3E A EXISTING DWELLING 11 l j( PUMP ON SET POINT* 125.1± V/ MAP 104B, LOT 4 WASHINGTON MUTUAL BANK, F.A. p PUMP OFF SETPOINT* 123.3± JV 1,500 GALLON TANK 544 FOSTER STREET , O WITH MICRO FAST 0.5 t �2 l FLOOR OF PUMP CHAMBER 122.7± TREATMENT UNIT DECK / •;� Y INVERT AT PUMP CHAMBER OUTLET 3" 126.73 ( ) INVERT OF 3" MANIFOLD 126.95 IC OVERHEAD ELECTR - - AREA = 30,300± S.F. / INV. 1" PRESSURE DIST. PIPES (LEVEL) 127.59 G j / BOTTOM OF LEACHING FIELD STONE 127.09 WF9 1 o / o ' * TO BE ADJUSTED BY CONTRACTOR HIGH WATER ALARM (LIGHT AND BEEPER) `\ f MOUNTED ON INSIDE CELLAR WALL `+ (� / SCHEDULE OF FIELD TIES f eet F O / REFERENCE POINT "B" f LOCATION REFERENCE POINT REFERENCE POINT AIR BLOWER // ' ° TOWN OF NORTH ANR/ I O ELECTRIC (ESTIMATED LOCATION) SEPTIC TANK INLET MANHOLE 30.2 14.8 BOARD OFHEALTH SEPTIC TANK OUTLET MANHOLE 34.6 13.5 1,000 GALLON PUMP CHAMBER 3 ' �,, WITH 1 HORSEPOWER PUMP ; J TREATMENT TANK INLET MANHOLE 43.6 16.3 �t71''tLV C6V C VENT (TIC MODEL SK100M2) i (� + TREATMENT TANK OBSERVATION PORT 49.2 20.3 D 2" PVC VENT (TYP FOR TWO). / /� +4S FORCE MAIN/MANIFOLD CONNECTION 54.8 38.9 j END LEACHING PIPE, D 62.7 34.8 PRESSURE DISTRIBUTION FIELD: / E 36' WIDE x 41' LONG x 0.5' DEEP �I % up END LEACHING PIPE, E 79.7 59.7 / END LEACHING PIPE, F 57.5 55.7 / END LEACHING PIPE, G 30.0 28.0 OF�SS"90 DAVID �G OBER A.A�NDER N AS BUILT PLAN V� oScO NO C V6L 79 SUBSURFACE DISPOSAL SYSTEM o� 2g Q�'kcisTE -° �q' AT SSION& � 544 FOSTER STREET, NORTH ANDOVER, MA I HEREBY CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, MAY 22, 2002 G� INFORMATION, AND BELIEF THAT THE SUBSURFACE DISPOSAL SYSTEM AS ` CONSTRUCTED IS IN SUBSTANTIAL COMPLIANCE WITH THE DESIGN SHOWN ON PREPARED FOR: WASHINGTON MUTUAL BANK F.A. NOTE: THIS PLAN IS FOR SEPTIC SYSTEM CONSTRUCTION ONLY. IT V THE PLAN DATED FEBRUARY 14, 2001 (REVISED JUNE 28, 2001) AND c/o MR. MICHAEL OLSON IS NOT A CERTIFIED PROPERTY LINE PLAN. REFERENCE PLAN FOR APPROVED BY THE TOWN Of NORTH ANDOVER AND THE MASSACHUSETTS HOMEOWNER'S ADVANTAGE PROPERTY LINE AND HOUSE LOCATION IS "PLAN OF LAND IN NORTH DEPARTMENT OF ENVIRONMENTAL PROTECTION. 11-15 BIRD ST., FOXBORO, MA ANDOVER, MA", SUBDIVIDED FOR WALENTY PAS, DATED AUGUST 27, �3 PREPARED BY. David Oberlander, P.E. 1947, PREPARED BY RALPH BRASSEUR, RLS. �c -- 65- ZZ- oz ENGINEERING 470A O EnWilsone erinPlace SCALE: 1" = 20' ENGI EE DATE Mansfield, MA 02048 508-339-0806 O�