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Miscellaneous - 64 STANTON WAY 4/30/2018 (2)
13 'I"MJ WA -WT Ilr4 ' Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 64 Stanton Way Property Address Joseph and Tamara Byrne Owner Owner's Name information is required for every North Andover MA 01845 6-27-2016 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information RECEIVED on the computer, use only the tab 1. Inspector: JUL U � 2016 key to move your cursor-do not Michael J Wood TOWN OF NORTH ANDOVER use the return Name of Inspector M T� key. I Service Pumping & Drain Co., Inc. r� Company Name —� 5 Hallberg Park Company Address m North Reading MA 01864 City/Town State Zip Code 978-276-0217 5021 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. 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 ❑ Needs Further Evaluation by the Local Approving Authority 6-29-2016 Inspec is Signa&r 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 is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 64 Stanton Way Property Address Joseph and Tamara Byrne Owner Owner's Name information is required for every North Andover MA 01845 6-27-2016 page. City/Town 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 d �. Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 64 Stanton Way Property Address Joseph and Tamara Byrne Owner Owner's Name information is required for every North Andover MA 01845 6-27-2016 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•3/13 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 M 64 Stanton Way Property Address Joseph and Tamara Byrne Owner Owner's Name information is required for every North Andover MA 01845 6-27-2016 page. City/Town 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: 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 El 0 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•3113 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 °M 64 Stanton Way Property Address Joseph and Tamara Byrne Owner Owner's Name information is required for every North Andover MA 01845 6-27-2016 page. City/Town 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 II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 64 Stanton Way Property Address Joseph and Tamara Byrne Owner Owner's Name information is required for every North Andover MA 01845 6-27-2016 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): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 GPD t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ;M 64 Stanton Way Property Address Joseph and Tamara Byrne Owner Owner's Name information is required for every North Andover MA 01845 6-27-2016 page. CitylTown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 2 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 years usage (gpd)): 15 GPD average Detail: Water usage is based on records obtained from the N. Andover Water Department. Sump pump? ❑ Yes ® No Last date of occupancy: currently occupied 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 ' Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 64 Stanton Way Property Address Joseph and Tamara Byrne Owner Owner's Name information is required for every North Andover MA 01845 6-27-2016 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: owner Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: 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•3/13 Title 5 Official Inspection Form: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 GSM 64 Stanton Way Property Address Joseph and Tamara Byrne Owner Owner's Name information is required for every North Andover MA 01845 6-27-2016 page. CityFrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: This system is approximately 18 months old according to plans dated 2-19-2014. Were sewage odors detected when arriving at the site? ❑ Yes ❑ No Building Sewer(locate on site plan): Depth below grade: 34"feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: N/A feet Comments (on condition of joints, venting, evidence of leakage, etc.): There are no visible signs of failure. Septic Tank(locate on site plan): " Depth below grade: 21feet 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: approx. 10'x 5' x 5' Sludge depth: <21, t5ins-3/13 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 wM 64 Stanton Way Property Address Joseph and Tamara Byrne Owner Owner's Name information is required for every North Andover MA 01845 6-27-2016 page. City/Town 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 >2' Scum thickness 2"at inlet Distance from top of scum to top of outlet tee or baffle 9.. Distance from bottom of scum to bottom of outlet tee or baffle 18" How were dimensions determined? tape measure/sludge judge Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): There are no visible signs of failure. Both the inlet and outlet tees are intact and appear to be working as designed. There is an effluent filter that needs to be cleaned yearly regardless of pumping frequency to prevent backups. 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: Date t5ins•3/13 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 ;M 64 Stanton Way Property Address Joseph and Tamara Byrne Owner Owner's Name information is required for every North Andover MA 01845 6-27-2016 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 • Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 64 Stanton Way Property Address Joseph and Tamara Byrne Owner Owner's Name information is required for every North Andover MA 01845 6-27-2016 page. City/Town 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 at 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.): there are no visible signs of failure 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.): * 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•3/13 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 M 64 Stanton Way Property Address Joseph and Tamara Byrne Owner Owner's Name information is required for every North Andover MA 01845 6-27-2016 page. City/Town 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: ❑ overflow cesspool number: ® innovative/alternative system Type/name of technology: Presby Comments note condition of soil signs of hydraulic failure level of ponding, dam soil condition of ( � 9 Y � P 9, P , vegetation, etc.): There are no visible signs of failure. All vegetation appears normal, there are no signs of breakout and the soil is dry and firm. 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•3/13 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 64 Stanton Way Property Address Joseph and Tamara Byrne Owner Owner's Name information is required for every North Andover MA 01845 6-27-2016 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•3/13 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 ;M 64 Stanton Way Property Address Joseph and Tamara Byrne Owner Owner's Name information is required for every North Andover MA 01845 6-27-2016 page. City/Town 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 Ar Z-71Z I. t t r O c r -I I I I �__Y( t5ins•3/13 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 ,M 64 Stanton Way Property Address Joseph and Tamara Byrne Owner Owner's Name information is required for every North Andover MA 01845 6-27-2016 page. City/Town 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: 26" ESHGW 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: 4-14-2010 Date ❑ 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: Groundwater was determined from design plans dated 2-19-2014. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-3113 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 M 64 Stanton Way Property Address Joseph and Tamara Byrne Owner Owner's Name information is required for every North Andover MA 01845 6-27-2016 page. City/Town 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•3/13 Title 5 official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 SOIL EVALUATION RESULTS DESIGN PARAMETERS GENERAL NOTES Ha GFBEDRGOMs ' 1010 SOIL EVALUATION RESULTS 3010 SOIL EVALUATION RESULTS 2010 SOIL EVALUATION RESULTS NIAX IF s DATE OF TESTS;TP:dI14rz010;PERC]If IT2010 DATEOFTESTS:TP:4114/2010:PERC]/142010 DATEOFTESTS:TP:4/142010;PERC]11412010 1. NOOAReAOE OsrasAES AREroeE wsrALLED. SOIL EVALUATOR:BEN OSGOOD SOIL EVALUATOR:BEN OSGOOD SOIL EVALUATOR:BEN OSGOOD O z. M CHA_FCRaysTEMl DGNGTRLGTED NFILLSHULCONssr°FSELELTOw TE, Il F IIIL WITNESS: ROWS WITNESS:I ROWE WITNESS: ROWSNGN MATTER Teat Pit a29 Teet Pit 938 TeM Pit a3T LEACHING AREw REDUIRED z2BD SF F w51EVE NITBEUIESWELL BE PEOE FILLrtFORMED ONC REPRALL NOT GINTAIN ANY Eni MATERIAL inEcFlu�u$uo 6x 6ES�v wEl nTSOF THE SAMPLE v OE RET=N-I"E IIEVE SIEVE 4HUVSEs use SHALL BEPERFORME ONTNEFMCTIGH ELI EI.N.83.0 Surface Eley.81.0 HA—SES M.I D....TMT THAT HEMATERALMEETs Surlece Elev. ]60 EACHOFTHE FO LING11TEINE THAT SPEORCAn 0-20" A 10YR32 SL 0-10' A 10YRW SL 0-t0" A IGYR311 SL CALCULATIONS 20-29' B 2.WY4 SL 10-24' B 2.1 I SL 411 29-120" L 2.SV4.d SL 24-120"C 2.SV 4/1 SL 10-32' B t0VR5I8 LS TsysTEM 32-]2 c 10VR416 LS ANDInsTALun°N vutnEww1R. Observes Water:3B" Observed WMer. 56' sEcnan n.TABLEA 4xm eIs 5 ESHWT®i6'RE00X Elev.Jl.] - mm ESMWTQ26'REDOX U.N.BOB E6HWT@2T REDOX Elev.39.2 REvuIRED u'EAR FoorncIR'E OF ErvMROSERrIc qPE is zAv. D. UVSEU�FILL 1,NElTO REFLACE u'sunnBLE OR IMPERMEABLE SOLS.THE E%CAvenvN OF THE TABLE'ATER"Per.23RTP29 P.R.Teat 241@ TP 28 FR TABLE e: GN SIN"YSTEM TO THE DESTe TH LAuRALLv occu xoP ONE I MATERIAL AS IF �D(BOILAesORPnCH EYER MEI AND REPLACED IT.Hu MATERIAL Depth of Pel[TasL 46" Deplh of Pem Test:40" "RREGIRED PIPE SPAOIERI"ON GENT 1 THE 4 MEETIxo TILE SPEOFICARINS OF NOTE sz AE_. 61ert Pro-e.ak 10:37 Sten Pre-soak: 10:5) FROM tAaLEO 111—TON SHALL SE SCARIFED AND Rw LV DRV FILL SHAuvOTGE 12' 10:52 1Z` 11'12 BOITOMOFTN RAINIRIONW ESTORMS.IIFrNHALLEwATER TABLE ELEv4nvn is AeovE THE ELEVATION OF THE 9' 13:30 9" 11:50 MWMVMREWIRFD LwE IE cT�VA°u°BE.D'4THE TAGE—HMINIANM 1:t8 REOOROGUYODT vn—is l6Or. s. azEAI YEAR STANX AL IxO GONEgrtEs NEIGNMENDED TO AVdO LEACHmc,wEA Time V-B": 102 min. Tme V W V BB min. TAB DI AF._.S Parc rete:54 minute(per Inch Perc rzte:29 minutes per inch IN BE In s L.THE wNIMUM 6 sPEOHcnr BEu rvPE,lOHrs.ASSEuaLv I BE PERFCRMEV AS PER MANUFACTURERS C SAND OED AREA ISM sF RZDD sF xe IONS. I.,THE GAND ED AREA MUST:Y RED AN.OF IG�l RAN SERIAL SYETEM LGNFIGORAR.N ABASIC LOw Flow ° a. ANALYSIS SHBE 5UIM TO THE 101 HEALTH FOR ARPRGNAL PRIOR TO ANT PIACEMENT OF FILE ALL jHEMln.sEPT1LTAMIG&RAOTYREDNFED 11. THE FILL MAINIAL USED SHALL BE PLACED w 11 MAXIMUM COMPACTED LIFTS. rysEAPD .wo OAUON TAN10°N5 11. THIS Loi DOES NOT LIE WITHIN A MTROSEH SENEIRRISATgA NARI ILL BE GA TOPVIEW SIDE VIEW END VIEW 11. ALL PIPPING SHALL BE A 111111M IF GGHEDULaPVc��HIND PAcnmwlGR TO ANY consrftucllGN. DT DOES NOT ALE WITHIN THE_ANE COLHIGIEWIGI WATERSHED PROTECTION GIIIlGT. LENEI 15. SA 4'8 PERFORATED INSPECTION PORT TO BOTTOM OF _ E Bo1Y SYSTEM SAND AND THREADED CAP WITHIN 3"OFFINAL 1T THWm ACCEPTIAA FOR mEESIIAILL OiGi IS THE PaEv1W5LY AFPRovED SEPT GN THE LOT UNTIL SALON TIME THAI THE GRADE.WRAP PIPE W ITN PERMEABLE GEOTE%TILE L SYSTEM DESIGN,GATED REVISED T ARARTE. OFFSET—ER DIA tD ,� ISORT ENVwOSEPiIC PIPE RNC PIPE piE iHAnA Epps FABRIC TO ELIMINATE SAND INFILTRATION, ON ,e. THE AN AGOTIONAL GNlSHALL ECO+WCAR wTNEm MARYnmGPDN UNBEAI PRIOR TO ON wwnG Ac'PL GR NQG FFSEiANPTFR Ro°.ERTIL PIPE CANON nUMeER BTSIU.•.AE6. —--� — OM OF BED wsPEcnON TO CGNFIRU THE SOL I E.I.—T.CO+Di ONs AREA .•INLET f '7Ts: 'I RAISED CONNECTION DETAIL If1 HmToecALE E l iM ft YSTEM AND ENVI 65EPTIC LINES P c r TI 1-TOPING) J P WEw MHN ABOVE TEES a'oC� 'MIN. 1'MIN. GROUND TO INV.EL.AT 13 LOWVEN LEVEL R SPACE I'-IP HEk - ' - INSPECTION PORT 4•wLET - PREspjL I 1 1 1 OVERpG NINORIO ER— LDODLEVEL ' � NOT TO SCALE i AREA TYP PUN mLw ,'L� D O NJ O rDP6GnonNG uNo M. TI 6E MIO W9TA C -- RIS-x1BT ®® TRR °;cur ASB Nw. CLEAN FILL N MWavO mM Nc BAFFLE IIT _rL/S EAL SURROUNDING SAND E9HO POMhrs MAT qLN IN OVERDO AREA SYSTENFREE OF SIVA 0.EAN FILL .•9LOw OEND� (��) SURROLINDINGERND VABOVE AND BELOW AND �� SECTONNEW YJ tGRVENT MLAVFg I.T. (WHEN NEEDED) FNVIRO.6EPTIOUNES AND BWLOERS�6• 3 SELt10N NEW IF SSNn pIEEp� TYPICAL SECTION SPECIFICATIONS: DISTRIBUTION BOX RAISED PRESBY ENVIRO-SEPTIC FIELD WITH SLOPE TO 10% 4.111111 IMI I USE SHEA CONCRETE PRODUCTS aA+sOsTE°MORD LAN LLAR�.S E INLEVE—TH rOP OF rvar ro scuE S-OUTLET H-20 DISTRIBUTION BOX, O' OFFSET AOAPTEN s.ToucuE SGaowE�OwT SSALE.=euTVLE R6sw. ITEM NO.B-80BH NOTES: 1500 GALLON SEPTIC TANK - - USE SHEA CONCRETE PRODUCTS '' RTGNTTHHOL.HMANUFACTURER.SPEGIFICAN... FBERWRAR ""' SEPTIC SYSTEM DESIGN SHEET 2OF2 ITEM NO.TK-MISOOSTANDARD wAARAMv J FOR NOTES: zBIT PROFESSIONAL ENG.EER ,. BOX W E'RTIC"rTHRwGNMA�A,FAGTDRERsBF�LIHUnwAIAWARRANIY ALL`o�EaL«I� oN�ISF'E wEo roDE w I I FIBERMAT LOT 16-4 STANTON WAY T ANDSNALLBE TO LEnWoeaum NG HA NEGRGUNDIIHASX 111 STORE -.1 6 NORTH ANDOVER,MASS. THE ITABLE�ffi"HniH"�As eiEH niirinr°i wuvc°incuiEOE oaovHasx °THERvns E PPE G� �nOFF ERLAPPucAHr. IF eSiPTDICWrAiIIEi°sa°LacEO HBr u.FRaPLin c°DnIMiAcrlGn sREDUIREor° I. PR°N�DeD NPLADE IF INE'LET BASFLE TIE°UTLEr NVERT MAY BE '.I - GREEN&ANT�OMo�PANY ENSURE sS4 NG—NOTION11 sHA1LHANEASTI 011 _ ..I MwIMUM DONGRET11 NO cwER of AND TO INP-."� •. DRORN AN01 H-.LOADING DESIGNED AHO CONSTRUCTED 1111 TO -----,--,-- –� . ' THE s. E asrmeunP �-"•Pa DONSTRD .E.ASTovemsT—ANANTIOPArEO uwsaw H,c L.wgnG e.x IS IG NAVE GREArE°XER rnI°F4I aw�R�EI1R IRED 1F iH SI SYSTEM ELEVATION WORKSHEET SYSTEM SAND REQUIREMENTS SYSTEM ELEVATIONS T� ExsTE ° � 0FP1� °Y HAVERHILL - SYSTEM SAND: OUSE J LOCUS n.r� G wiaSPE,NSEEur TNEPI-°THE SAN.swu E<T y aENTASE NE—T— s�Lv ow—STANTASO. -OF PIPE AT 0*8.�OUTLETANLSAND Is ra se eouesE Alm Vrm a.m ns A$ BOXFORD _ Sc.t�P.) s s moDucrDESENASOINsr PRESBY ENVIRO-SEPTIC NOTES EDRAVEL TO BE EDm =ORDN wNH oN L.w�� R AL STATE ANO LOLAL RFaIaTON4 FOR FAOWOT NFORMATICN OR THE NSPEci ON Pat II' nDAMET 90 AEAREST ceuER WxTACT PRESEy FNVImY—NC PEO RT ROAD, E0.TM�ETRrvOr anss TEREIN IN OSEP PHONE I—www.PRESBYEAMRONtaT'T/LODN NORTH THNOUGH An,s s E � rwerY :) aFNuurocoARsssu+N vnTRLEssTHAN rA PAssmDAaxs ANDOVER MIRED T�PIPES. EE s DEse ENDS OFPPEs \5.\� NAMET ET_ET SMALLER THAN NOLSH A.atpe"x I—ATLNE IND INs�TAlIATpN NANx11K FOR WMPLETEswDAx°D�LOFENF GTGINS�ESM,N AEP. ITT T MOST NOT PASS THR°u°H A xJs S,EVE) I) SIP-L SEE. I�EB,PIPE LINE I SS ]) MSTALLERADy 4E0 TO WNTAOT O,O SAFE PRIDR ro�OMSTNKTION /I(/v FNiRosEPrlc aures NOLI µJpp s�EVE�A°s caJ�c=navETE n NowT nsr„EAusrsTw apFRn�x ERNuxooRLGVEsnTEuuxcNVEREN wR sern°xsts°I PERUKE T1 o° TANK sum)UEETsTHE ABOVE PEeu,REME-E. rPVCATLxES s sl NmawceREcwrrHD lxsECTlaasEFrcrrmser aFsr acE nax+" LOCUS MAP o%- SU—LINDINGSAND: ,uoF T'°mxEwuNce pal�oETiNErAii G9umGEAmS=UNEOUN9 NORF Iw.tr Es.P EDnEe scALe r-pov sysTEu sAno oaTOP THE •mPJ .Jss fatirSTEVS v suRR°Lrurnn°serDE mEssaTar,1R�'F>m�.m000cur�JLrFaR,RP05wrmxs'w V-BE P-ACED UNDER ILLEED w ERo mRra ASSESSORS REFERENCE: ZONING DISTRICT:R2 LEACHING AREA DETAIL REE„NEMOUED ° SITTHORON°=MATTERHAME MAP 8I,LOT 184 um.LOTAREA-.—F m BEILAND s=B H=RIz PRONrvNE.+m Fr. scue+ Nr Arm-m Fr. PERIMETER SAND BED REQUIREMENTS: �yum.JO Fr ,°u DR Ess RE""'HE sy”'E z.In.n�sEH,D w�InIN o DF«Inlsn uHPnr MIN.REAR rum.m FT OF FIND PERIVITEN or THE eNVIR'—EPTi�PIPE. ARaun°rH WU SEPTIC T--ET-FzsB ps.s J �� °° +x L..A•sc.oPvc, u BED—E Y ENSTR NEmP.I LOT] I NTO n lBIT OFTOPBOVITSOPLe AL 8— ffi ♦/ qVSUBMI-SASOUN° 2 5' NFROM OFPAS LGALLON syST'MSANNBENa — E"' 9 PrcrANK u I ILE' „J5E P s e „, mENDDFLINE 114.NVA PN NO 4 r' a " REQS A `R+' �l ``\.. / eoTrcYUOFINV 11 El NE E.TIs® IlVf INV D9oxwRET.�0¢5 IS cR STONE EwsTInO , M,NFRNMEND� t�YBEEDROOMXOLSE R a\ ° �P/ rPxN.-Fs:s NRACE E_VV an zs. AFFNA-1—UNIT..F.AREATO BE \ ' APPR°%IMATE IL TO eE� =N $ I --'--------- —/ ISUBSOIL EXISE[rvr°EYFEs 3.NAO ARo N°6Y6T°EIA.sEMENr NT ROAuab DE (BEE NOTE33 eL Er zl Jcw snE F—VE = _MAI. ..ELEV OVE LEV IF OT,R _EN TP I m a F or $ >s S, T,RP"N°:m." A : ,m PROFILE(LINE 1) VERriGLBGLE, r CROSS-SECTION A-A —��•�'`"_, � \\ / `giNFOT uLAILEVEL E .zn �=o°TROLBAHRIER ,F'SM�N�MDMaLDPFR MD.B XT NNERDATTHE;pa=L°=NPOE ITIDN SEPTIC SYSTEM DESIGN SHEET 1 OF \ 0 0 o VI DSEPn=IPEINVERTIN FOR LOT i6-4 STANTON WAY PRFEssi T;�N D °NAL ENEER IN AFL APAN NORTH ANDOVER,MASS. -�—�.t LOT5 SJIB cmR,smN EN a APPNGN'T. - LOLO1B -� DATE GRE EN&CO—MP ANY WETLANDS OFFSET NOTES: ENmNosEPre cEnr.NO.Ts,NAAEs SITE PLAN I. PROPosETJ,EAaRNDAHEAISATIreaosE.4rPOIHT ,m FRaJ THE EDGE OF wETTwNos. ON THE°Baum.IS RESULT—AN AcTuu SON—MmE sGLE, m PSSIONANEERS SURVEYORS E. TMEPTMroS�SEPTIC Tum IS AT ITS CLOSEST POINT m CHRIS FRDN EDGE OF sINNATDPEOFNEEl— NATE �t 11 BIT.1— $SERGI,INC. M.Pa,S% ( INFILTRATION I �1 BASIN TP-13f p r \ • LAT 5 Piv LIMITS OF REA40VAL 1 \ \ 4 T SLMBSOIL:5'AROLND E w \ SYMM$ANO BEDWATER t \ e Ko- a 113.QS5' �t� 554' s7 \\ ER1tl 1 Y' 1 IWO GALLON 3V— �``\1 •-� ' ``�: r '°�; \ 77f SE"ICTANK 15, '+ \ RESERVE AREA TP 28 P ROOF �, INFILTRATION SYSTM Z. le \ • (�(y' r 1t y l J p 1 ,cit C PROPOSED *•� "/j S AJ3,,...•!1 3-SEDROONI 4OVSE �• 1 _ 22\ 11\ i TOP FND.=06 jar, t' GAR.FLR.=9E,.O r' t ., WMT.FLR.=88.5 i ,\ ,A r 2..a .AREA TO 9E :: '----... 16'x 15' , ti ADD.FD TO 9440-CUT \ t �� DECD: c'�',p' S.F.AREA TO E3E I, f / EASEa1ENT R. OVEO'F N0CU7 ! 4� 4� tN li,tFtgTt tlrt '' e � / EASEMENT i/ t6. LOT 5 s5 s 2 DEED STRIeTE D TF 37` \ _ y Lt7T le �raa NO-CUT FUFFFF �\ -------"�� BU `ER Iap. �4 FND®RAIN 4 /) 23, --^. 2-3 .25, - �� \X�f LOT 4 il -'r r„f•8l0 3* v� .t { \AREA=43.714 SJF. . . —. 4 1) EXISTING \ \ SEMMENTATION \` WF C-7 —- — WF C-3 CONTROL BARRIER r k 5 WWF Cs] } 1 WF C.: / WF C-20 ` `` • \ ' WFC-6 J 139.52 WF C-19 WF c-18 _ WF C-17 1 Summary Record Card generated on 6/2912016 2:52:48 PM by Karen Hanlon Page 1 Town of North Andover Tax Map # 999-999.9-9999-9999.9 Parcel Id 21158 74 PRESCOTT STREET JOSEPH BYRNE 64 STANTON WAY NORTH ANDOVER MA 01845 FY 2016 UB Mailing Index Name/Address Type Loan Number Active/inact. From Until JOSEPH BYRNE Owner 64 STANTON WAY NORTH ANDOVER MA 01845 GREEN&COMPANY Previous Customer Inactive 1011612014 PO BOX 1297 NORTH HAMPTON NH 03862 UB Account Maint, Account No Cycle Occupant Name Active/Inactive Bldg Id.24929.0-64 STANTON WAY Last Billing Date 6/14/2016 2120678 02 Cycle 02 Active UB Services Maint. Account No.2120678 Service Code Rate Charge Multiplier/Users MISCFEEADMiN FEE 0.635/8 7.82 1/1 WTR WATER 01 ALL METER SIZE 125.95 111 UB Meter Maintenance Account No.2120678 Serial No Status Location Brand Type Size YTD Cons 45750240 a Active ERT HH b Badger w Water 0.63 0.63 407 Date Reading Code Consumption Posted Date Variance 5/11/2016 407 aActual 29 6/21/2016 106% 2/12/2016 378 a Actual 15 3/28/2016 -88% 11/9/2015 363 a Actual 114 12/30/2015 -40% 8/14/2015 249 a Actual 201 9/14/2015 992% 5/14/2015 48 a Actual 18 6/22/2015 52% 2/13/2015 30 a Actual 13 3/20/2015 -57% 1116/2014 17 a Actual 7 12/15/2014 92% 10/14/2014 10 f Final Bill 10 10114/2014 8/12/2014 0 aActual 0 9/11/2014 5/21/2014 0 n New Meter 9/11/2014 i i i l kkI I i i I g� f I, i ;t E I I T'MED'y�� . }� i �_ st•k ita �^. R 1TED PUBLIC HEALTH DEPARTMENT Town of North Andover Community Development Division CERTIFICATE OF. COMPLIANCE As of: 10/9/2014 This is to certify that the individual subsurface disposal system received a SATISFACTORY INSPECTION of the: Complete Construction of an On-Site Sewage Disposal System By: Matthew Manning At: 64 Stanton Way lot Map 61 Lot 119 r -o th Andover, MA 01845 0 Is uance of this certifica e shiall not be construed as a guarantee that the system will function satisfactorily. MM ch e btant `� Public Health Agent 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com Of NORTH 4h o g° F A 'Yt 71♦ti 1 ss"`"u5E t� OCT G i 2014 PUBLIC HEALTH DEPARTMENT €: � `�R�1(IG kf/�DTf.t l6wre'tifrr Ep, Community Development Division fiEALTH DE:PARTPUIENT TOWN OF NORTH Ar-DOVER SEPTIC DISPOSAL SYSTEM—INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System Vconstructed;( )repaired; By: AA a:k+1u.W /V1 a it ai n.sr- (Print Name) Located at: (p Is t a k4m, wil (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan,originally dated /a 12a -26 and last revised on 1 ,with a design flow of 3 C] gallons per day. The materials used were in conformance with those specified on the approved plan;the system was installed in accordance with the provisions of 310. CivIR 15.000,Title 5 and local regulations,and the final grading agrees substantially with the approved plan. All work is accurately represented on the As-built which has been submitted to the Board of Health. Bottom of Bed Inspection Date: ql1sl- I rAL 0 Engineer Represe tative(Signature) And—Print Name Final Construction Inspection Date: Engineer Representative(Signature) And—Print Name Installer: (Signature) Date:/ And— nt Name Enginer: (Signature) Date: And—Print Name 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web http://www.townofnorthandover.com a •.S�'S'1`L�D'��6' North Andover Health Department (ommunity Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 64 Stanton Way MAP: 61 LOT: 16-4 INSTALLER: Matthew Manning DESIGNER: Christensen & Sergi PLAN DATE: 12/20/13, rev. 2/19/14 BOH APPROVAL DATE ON PLAN: 2/21/14 INSPECTIONS TANK INSPECTION: 9/10/14 DATE OF BED BOTTOM INSPECTION:9/15/14 DATE OF FINAL CONSTRUCTION INSPECTION: 9/29/14 DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS N/A Contractor reports any changes to design plan N/A Existing septic tank properly abandoned ® Internal plumbing all to one building sewer ® Topography not appreciably altered Comments: SEPTIC TANK ® Building sewer in continuous grade, on compacted firm base N/A Cleanouts per plan X Bottom of tank hole has 6" stone base ® Weep hole plugged ® 1500 gallon tank has been installed H-10 loading ® Monolithic tank construction ® Water tightness of tank has been achieved by visual testing ® Inlet tee installed, centered under access port ® Outlet tee installed, centered under access port (effluent filter) ® 24" inch cover to finish grade installed over outlet access port ® Neoprene boots around inlet & outlet Comments: 12' from foundation DISTRIBUTION-BOX ® Installed on stable stone base ® H-20 D-Box N/A Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets Observed even distribution N/A Speed levelers provided (not required) ® Schedule 40 PVC Pipe Comments: SOIL ABSORPTION SYSTEM (General) ® Bottom of SAS excavated down to C soil layer, as provided on plan ® Size of SAS excavated as per plan ® Title 5 sand installed, if specified on plan N/A 40 Mil HDPE barrier installed ® Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan N/A Retaining wall (boulder/ concrete /timber/ block) ❑ Final cover as per plan Comments: SOIL ABSORPTION SYSTEM (Presby Enviro-Septic) ® Brand and Model: Presby Enviro-Septic ® Number of chambersp er row: 5 ® Number of rows (trenches): 6 Comments: Total Pipes = 30 FINAL GRADE [� Loamed [ Seeded [/ Cover per plan Comments: DOCUMENTS NEEDED Certification of Installation Form submitted By engineer and signed and dated by ngineer and installer As-Built Plan I i i M1 t BM = 87.50 HR = 8.90 HI = 96.40 SYSTEM ELEVATIONS ROD AS-BLT INVERT DESIGN INVERT ELEVATION ELEV ELEV Benchmark Building Sewer OUT 3.75 92.30 92.50 (4'from tank inlet) Septic Tank IN 3.90 92.15 92.26 Septic Tank OUT 4.23 91.82 92.01 Distribution Box IN 8.26 87.79 87.82 Distribution Box OUT 8.46 87.59 87.65 Lateral 1 TOP 8.58 Lateral 1 INVERT 87.47 87.48 Lateral 2 TOP 8.98 Lateral 2 INVERT 87.07 87.08 Lateral 3 TOP 9.33 Lateral 3 INVERT 86.72 86.68 Lateral 4 TOP 9.65 Lateral 4 INVERT 86.40 86.38 Lateral 5 TOP 10.15 Lateral 5 INVERT 85.90 85.98 Lateral 6 TOP 10.46 Lateral 6 INVERT 85.59 85.58 CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback Tank SAS Sewer ® Property line 10 10 -- ® Cellar wall 10 20 -- ® Inground pool 10 20 -- ® Slab foundation 10 10 -- ® Deck, on footings, etc 5 10 -- Waterline 10 10 10' ® Private drinking well 75 1002 50 ® Irrigation well 75 100 ® Surface Water 25 50 ® Bordering Vegetated Wetland , Salt Marsh, Inland/Coastal Banka 75 100 ® Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ® Trib.to surface water supply 325 325 ® Public well 400 400 ® Interim Wellhead Prot. Area ® Reservoirs 400 400 ® Drains (wat. supply/trib.) 50 100 ® Drains (intercept g.w.) 25 50 ® Drains (Other)Foundation 10(5) 20(10) ® Drywells 20 25 1 Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance(NA 5.02). s As defined in 310 CMR 10.55, 10.32, 10.54,and 10.30,respectively,pursuant to 15.211(3),also by NA wetland bylaws 1 ' Map-Bloc •;yip f ! Commonwealth of Massachusetts ----------------------- BOARD - ------ - � BOARD OF HEALTH Permit No' ,. BHP-2014-06927--- North Andover FEE P.I. $250.00 a F.I. DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted Matthew Manning------ ---_ to(Construct)an Individual Sewage Disposal System. at No -64 STANTON_WAY----0�l �j--------------------------------------------------- - as shown on the application for Disposal Works Construction Permit No. BHP-2006 Wr eptember 09,2014 ------ --------- ------------------------------------------------------ Issued On: Sep-09-2014 BOARD OF HEALTH ------------------------------------------------------------------------------- ep,� 4 n316 09ji j Application for Septic Disposal System 6 6o 3? °� TODAY'S DATE . = - pConstruction Permit — TOWN OF $250.00—Full Repair ORTH ANDOVER, MA 01845 $ 25.00 -component S CHUSE Important: ApplicatioDis hereby made fora permit to: When filling out Construct a new on-site sewage disposal system* forms on the computer,use ❑ Repair or replace an existing on-site sewage disposal system* only the tab key to move your ❑ Repair or replace an existing system component—What? cursor-do not use the return key. A. Facility Information i-0 k 4 Ji-6 q 5'�c-n.An n c..y Address or Lot# A C k-k,\ A nAv,,_,r' 1� City/Town 2.-*TYPE OF SEPTIC SYSTEM*: ❑ Pump 2015ravity(choose one) ***If pump system, attach copy of electrical permit to application*** ❑ Conventional System(pipe and stone system) ❑ Infiltrator or Biodiffuser(Gravel-Less)(Attach a copy of your certification to install this type of system. ❑ Pressure Distribution S.A.S. (No D-Box)(Attach Draft Maintenance Agreement) ❑ Pressure Dosed (D-Box Present)S.A.S. 2. Owner Information Name 16711 Qsr,,:,00A SA- Address(if different fro bove) iVp,�:k�x A r X1 A I `� City/Town State Zip Code Telephone Number 3. Installer Information Name MIM 9 (� Name of Company 10 'ioyc�/�¢ l �j�S MIM o A Address City/Town St Zi Code � 1- �- `� Thdfie Number(Cell Phone#if possible please) 4. Desi mer Information P 1�iQ C C c-,,SE , 4- e Hca , =`NG Name Name of Company 16C SL m ,,e_C- s-� � Address 14&ve Mei- Q S 3 0 City/Town State Zip Code (0,7<9) 3-23— ®:? kO Telephone Num er(Best#to Reach) Application for Disposal System Construction Permit-Page 1 of 2 Application for Septic Disposal System 6d /'f TODA 9Construction Permit - TOWN OF '•°•' MA 01845 $250.00—Full Repair ORTH ANDOVER �sS,cNuSE` $125.00-Component PAGE 2 OF 2 A. Facility Information continued.... 5. Type of Building: ❑Residential Dwelling or❑Commercial B. Agreement The undersigned agrees to ensure the construction and maintenance of the afore-described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code, as well as the Local Subsurface Disposal Regulations for the Town of North Andover, and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Lf N e Date Application Ap oved By: (B rd of Health Representative) 7 �y Name Date Application Disapproved f/the reasons: For Office Use Only: L Fee Attached. Yes No Z. Project Manager OhEigation Form Attacheda Yes�� No 3. Pump S sy tem? If so,Attach copy ofElectrical Permit Yes Nta� 4. Foundation As-Built? new construction ronl Yes No (Same scale as approved plan) 5. Floor Plans?(new construction only): Yes V No Application for Disposal System Construction Permit•Page 2 of 2 I � � s SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction for the septic system for the property at: Z,6i Li # 6`f s.�CC.,�0 r\ �,.��� (Address of septic system) For plans by (Engineer) Relative to the application of M A,4 LL4j A44L 1 Zi nf� (Installer's name) And dated Q On na ate Dated �6 cy I o a}-s ate) With revisions dated T (Last reviled date) 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 manager,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 Tide 5 and the Board of Health Regulations may result in a$50.00 fine being levied against me and/or my company. a. Bottom of Bed—Generally, this is the first(VS inspection unless there is a retaining wall,which should be done first. The installer must request the inspection but does not have to be present. b. Final Construction Inspection—Engineer must first do their inspection for elevations,ties, etc. As-built of verbal OK (or e-mail to: healthdept a@to-\vnofnorthandover.com) from the engineer must be submitted to the Board of Health,after which installer calls for an inspection time. Installer must be present for this inspection. With a 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. Installer does not have to be on-site. 4. As the installer,I understand that only I may perform the work (other than simple excavation)and I am required to complete the installation of the system identified in the attached application for installation. I further understand that work done 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. 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 ap2roved plans. No instructions by the homeowner,general contractor;or any other persons shall absolve me of this obligation. Undersigned Licensed Septic Installer: 61301t q (Today's Date) /y( 1�1 G't't"T z� �_ �I (Name—Print) e—Signe TOWN OF NORTH ANDOVER T " Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; SUITE 2035 NORTH ANDOVER,MASSACHUSETTS 01845 978.688.9540—Phone Susan Y.Sawyer,REHS/RS 978.688.8476—FAX Public Health Director E-MAIL:healthdeyt(Ltownofnorthandover.com WEBSITE:http://www.townofnorthandover.com SEPTIC PLAN SUBMITTAL FORM Date of Submission: Site Location:LOT 16-4 STANTON WAY Engineer: CHRISTIANSEN & SERGI, INC. New Plans? YesX $225/Plan Check# 3 a 315 (includes 1St submission and one re- review only) Revised Plans?Yes $75/Plan Check# I Site Evaluation Forms Included? Yes NoX Local Upgrade Form Included? Yes NoX i Telephone#:978-373-0310 Fax#:978-372-3960 hil csi-en E-mail:P rcom @ 9 Homeowner Name: GREEN & COMPANY, 11 Lafayette Rd., No. Hampton, NH 03862 800-429-8615 OFFICE USE ONLY JAN 28 2014 When the submission is complete(including check): ➢ Date stamp plans and letter TOWN OF NCR T H ANDOVER HEAL i H DEPARTh1ENT ➢ Complete and attach Receipt ➢ Copy File; Forward to Consultant ➢ Enter on Log Sheet and Database i No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH T'owt.! - OF cV 09,7H A N 0 6 U 6 APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct (;4 Repair ( ) Upgrade ( ) Abandon ( ) - Complete System El Individual Components .�fiCsyka�iiy► V ,,,1 - �+`j �nn✓�' 1`Y Cr�vi/��ti' `� Location Owner's Name � ti 1-AAA !U 114trP1'75/J AJf/ 63r4 ap/Parcel# Address tat 4 Lot# Telephone# CNRIaiitkr5z-,0 4 :54F� tl /h�' Installer's NameDesigner's Name if�l� .SU;nttrfi ST e 1 A V EX N 1 At 0-1-536 Address Address q79' 7- -6-;,/ 6 Telephone# Telephone# Type of Building: tUM,22 EXAM t Lot Size L/3:7d q Sq.feet Dwelling—No.of Bedrooms �3 Garbage Grinder (KJY3 Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) 3-:10 gpd Calculated design flow gpd Design flow provided 3-40 gpd Plan: Date t2f'�-a!jf3 Number of sheets -�2- Revision Date Title iza Sri 9 'm be ?n 47- lew !Lq 5'-iczrn tt-rn W Description of Soil(s) r Soil Evaluator Form No.0/1 Name of Soil Evaluator I t46�c7012- Date of Evaluation j i8 u` 4F ld� DESCRIPTION OF REPAIRS OR ALTERATIONS The undersig re s th ove described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and fu e s no tenrin-operation until a Certificate of Compliance has been issued by the Board of Health. Signe Date Inspe tion FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 i TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; SUITE 2035 NORTH ANDOVER,MASSACHUSETTS 01845 978.688.9540-Phone Susan Y.Sawyer,REHS/RS 978.688.8476—FAX Public Health Director E-MAIL:healthdept@t6wnofnorthandover.com WEBSITE:http://www.townofnorthandover.com SEPTIC PLAN SUBMITTAL FORM RECEIVED Date of Submission: 15 - 2o -- / 3 MAY 2 0 2013 TOWN OF NORTH ANDOVER Site Location:Lot 16-4 Saracusa Way HEALTH DEPARTMENT Engineer:Christiansen & Sergi, Inc. New Plans? Yes XX $225/Plan Check#31�3�6 (includes l st submission and one re- review.only) Revised Plans?Yes $75/Plan Check# Site Evaluation Forms Included? Yes No XX Local Upgrade Form Included? Yes No XX Telephone#:978-373-0310 Fax#:978-372-3960 E-mail:Phil@csi-engr.com Homeowner Name:G.M.Z. Realty Trust Applicant: Green & Company, 11 Lafayette Rd, No.Hampton, NH 03862 800-429-8615 OFFICE USE ONLY When the submission is complete(including check): ➢ Date stamp plans and letter ➢ Complete and attach Receipt ➢ Copy File; Forward to Consultant ➢ Enter on Log Sheet and Database Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal if A. Facility Information Cranfield Investments LLC Owner Name 64 Stanton Way (Lot 16-4) Map 61, Lot 119 Street Address Map/Lot# North Andover MA 01876 City State Zip Code B. Site Information 1. (Check one) ® New Construction ❑ Upgrade ❑ Repair 2. Soil Survey Available? ❑ Yes ❑ No If yes: Source Soil Map Unit Soil Name Soil Limitations 3. Surficial Geological Report Available? ❑ Yes ❑ No If yes: Year Published/Source Publication Scale Map Unit Geologic/Parent Material Landform 4. Flood Rate Insurance Map Above the 500-year flood boundary? ❑ Yes ❑ No Within the 100-year flood boundary? ❑ Yes ❑ No Within the 500-year flood boundary? ❑ Yes ❑ No Within a velocity zone? ❑ Yes ❑ No 5. Wetland Area: Wetlands Conservancy Program Map Map Unit Name 6. Current Water Resource Conditions (USGS): Month/Year Range: ❑ Above Normal ❑ Normal ❑ Below Normal 7. Other references reviewed: Soil Evaluation Form Lot 16-4 2014.doc•rev.3/13 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal if w C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area) Dee Observation Hole Number: 2014-3 9/15/2014 12:30 Mostly sunny, 65 degrees Deep Date Time Weather 1. Location Ground Elevation at Surface of Hole: 84.0 Location (identify on plan): High side of primary area (see attached plan) 2. Land Use Lot under construction (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) Vegetation Landform Position on Landscape(attach sheet) 3. Distances from: Open Water Body feet Drainage Way feet Possible Wet Area feet Property Line 25 feet Drinking Water Well feet Other feet 4. Parent Material: Till Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 56" 80" 5. Groundwater Observed: ® Yes [_1 No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: 16 82.7' inches elevation Soil Evaluation Form Lot 16-4 2014.doc•rev.3/13 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 2 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: 2014-3 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) Layer Moist(Munsell) (USDA) Structure Consistence Other Depth Color Percent Gravel Cobbles& (Moist) Stones 0- 16 buBr ed 10YR4/6 SL Massive Friable 16 -81 C1 2.5Y5/4 16" 7.5YR5/8 GrSL 15% Massive Firm in Few roots 5Y6/3 Place to 42 Additional Notes: Soil Evaluation Form Lot 16-4 2014.doc•rev.3/13 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 8 �L\ Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method Used: ❑ Depth observed standing water in observation hole A. B. inches inches ❑ Depth weeping from side of observation hole A. B. inches inches ® Depth to soil redoximorphic features (mottles) A. 16" B. inches inches ❑ Groundwater adjustment(USGS methodology) A. B. inches inches 2. Index Well Number Reading Date Index Well Level Adjustment Factor Adjusted Groundwater Level E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. 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 ❑ No b. If yes, at what depth was it observed? Upper boundary: incinches boundary: 81 Soil Evaluation Form Lot 16-4 2014.doc•rev.3/13 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 6 of 8 Commonwealth of Massachusetts City/Town of North Andover - Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal F. Certification I certify that l am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. 1 further certify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form, are accurate and in accordancezyvith 310 CMR 15.100 through 15.107. Signature of Soil Evaluator Date Daniel J. O'Connell Oct. 1994 Typed or Printed Name of Soil Evaluator/License# Date of Soil Evaluator Exam Isaac Rowe Mill River Associates Name of Board of Health Witness Board of Health Note: In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing,and to the designer and the property owner with Percolation Test Form 12. Soil Evaluation Form Lot 16-4 2014.doc•rev.3/13 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 7 of 8 cp DR IN GE A MENT goo 113.85' \ \ U, 85' 113. \ \ \ \ � 1 \ 54' 181 \ _. \ \ \\. TP 0i4\-3 15' rn �yo 1320 S.F. \ 12' / RESERVE \ co AREA TP 28 2 :\.:... \ 3 N PT rN I PORC1001, / o ' o __ 512' \ \\ ' I\ \ cP goo. 16, \ goo ? o ( o I C' \ PROPOSED 0) I �`�, 10 , SLA�� 3-BEDROOM I�--OUSE I N 22\ FND. TOP FND. = 96.0, 33' )` GAR. FLR. =95.0 I `BSMT. FLR. = 88.5 I s \ 16'X 15' P �}` 50 c,? It \ \ \ DECK / o `'° 200 S.F. AREA TO BE ROOF RUNG F o 00 // \ ` \ A INFILTRATION AkE \ / R�MOVED FROM NO-CUT � \ / \ / \ 5� EASEMENT \ 1 0 / 1 \ 50 \ cs TP 1 / /\ \ \ 50 50' �_ / \ TP 37 150' 66 / 84 \ 00, 2 100 I �� \ / FND DRAIN \ 25' \\ \ \\ LOT 4 6 INV= 86.3± \` z 25' \ � — — 25, _ I \ \ AREA=43,714 S.F. — \ 25' 25' 25 WF C-8 GREEN&CO, QQ� R E A L E S T A T E development . commercial . residential . brokerage Owner's Certification for Lot 16-4 Stanton Way, North Andover I, Michael Green, on behalf of Cranfield Investments, LLC, the Owner of record of Lot 16-4 Stanton Way, hereby certify to the following: 1. 1 have been provided a copy of the Title 5 Innovative Alternative Technology Approval, the Owner's Manual, and the Operation and Maintenance Manual for the Presby Enviro-Septic Wastewater Treatment System, and I agree to comply with all terms and conditions; 2. The design does not provide for the use of garbage grinders. This restriction is understood and accepted; 3. Whether or not covered by a warranty, I understand the requirement to repair, replace, modify or take any other action as required by the Department or the Local Approving Authority (LAA), if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303. Acknowledged: Michael Green Green & company•11 Lafayette Rd, Mail: P.O.Box 1297, North Hampton, NH 03862 •603.964.7572 Blackburn, Lisa From: Isaac Rowe <irowe@millriverconsulting.com> Sent: Tuesday,June 11, 2013 4:39 PM To: 'Susan Sawyer(ssawyer@townofnorthandover.com)'; Blackburn, Lisa Cc: 'Pam Lally'; 'Dan Ottenheimer'; 'Isaac Rowe' Subject: Lots 4,7 Saracusa Way- plan reviews Attachments: 1679 Osgood Street- Soil Testing Results 4-14-10.PDF; Lot 16-7 Saracusa Way - Diapproaval letter 6-11-13.doc; Lot 16-4 Saracusa Way - Diapproaval letter 6-11-13.doc Susan/Lisa, Attached are the plan review letters for the above referenced properties. These are the last Saracusa Way plans!! The soil log should be included with both review letters. Lot 4 has a lot of errors. It seems like someone else was designing/drafting this plan. I also put in red a comment about the retaining wall depending on local requirements. Please let me know if you have any questions. Thanks, Isaac M. Rowe, R.S. Project Manager Mill River Consulting 6 Sargent Street I 1 � S�gTGED7�c • LELLEJ copy North Andover Health Department (ommunity Development Division June 12, 2013 Philip Christiansen, P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill, MA 01830 Re: Subsurface Sewage Disposal System Plan for Lot 16-4 Saracusa Way (Map 61,Lot 16-4) Dear Mr. Christiansen, The proposed wastewater system design plan for the above site dated May 10, 2013 and received on May 20, 2013 has been reviewed. Unfortunately,the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item. 1. Please reference the Lake Cochichewick watershed in the notes on sheet 2 (NA 3.2). 2. Please demonstrate that a conventional system in compliance with 310 CMR 15.000 can be built on the site in order to use the Infiltrator Chamber system according to Section I(3) of the DEP General Use approval letter. An outline and brief description of a conventional system on the site plan is sufficient. 3. Please depict the percolation tests on the site plan(3 10 CMR 15.220(4)(1)). 4. The distribution box is proposed to be greater than 9 inches below grade. Please show a riser in the profile view and add a note to the plan to indicate that a riser to within 6 inches of finish grade is required above the distribution box if greater than 9 inches below grade. 5. The distribution box has greater than a 2" drop from inlet to outlet. Please modify accordingly. 6. Please indicate the model/brands of the septic tank and distribution box (NA 3.2). 7. TP-28 and TP-29 are missing the observed water elevation. A copy of the Board of Health representative's field notes are enclosed for reference. 8. The distribution box outlet is the same elevation as the inlet for Trench#1. It appears the distance from the distribution box outlet and inlet of Trench#1 is approximately 4'. Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 9. Please indicate if easements are proposed on the property and if so indicate the holder of the easements (3 10 CMR 15.220(4)(c)). 10. The full legal boundaries of the lot and the dimensions are not shown(3 10 CMR 15.220(4)(a) and NA 3.2) 11. The water service is not shown on the plan, only the shut off is depicted(3 10 CMR 15.220(4)(m)). 12. The foundation drain is not shown on the plan(NA 3.2). 13. The proposed leaching facility is within 20' to the cellar wall (3 10 CMR 15.211). 14. In the profile view,please show the location of the proposed driveway. 15. In the profile view, the limit of removal does not accurately depict the depth of the top and subsoil. 16. There appears to be a deck/porch between the house and septic tank. If so, it does not meet the 5' setback(NA 3.2). 17. The loading rate used in the design plan is 0.18 gpd/sf but the table in Title indicates the loading rate should be either 0.15 gpd/sf for gravity distribution or 0.20 gpd/sf for pressure distribution. Please modify the system design accordingly(3 10 CMR 15.242). 18. The inlet elevations for Trenches#2-4 were not provided. 19. Trench#2 should use the highest contour to determine the inverts. It appears the highest existing contour is 83.8'+/-. 20. Please indicate the maximum height of the proposed retaining wall. Based on the cross section view,the retaining wall will be greater than 4 feet in height and may require a structural engineer to stamp the design depending on local building codes. If the retaining wall is not proposed to be more than 4 feet in height then a note should be added to the plan to clearly indicate this for the installer. 21. The bottom of the impervious barrier elevation is not indicated. Please confirm the bottom elevation is above the ESHWT in all locations. 22. In the impervious barrier& retain wall detail,the top of chamberibreakout elevation (84.24) does not match the elevation calculated in the cross section view(84.16). Although not a reason for disapproval, it is recommended that the effluent line under the driveway be sleeved for additional protection against vehicular traffic. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincer us . S`Y aw�y:REH / Public Hea th Dir cc: Green& Company File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 k ' A 1 � 4 f� , , - , L5 o5� 57 I Ls . . 1 i a ' r -7(3 d� X32-L f jm 4YA�/ _, raj r y3, 5y i I _ -- J' f 1,0,CSC..CC"UT NO ANWvv,MA Olt- LIN r / LCRDfN)Ens 6458 v„ 31" r er: R e t r�'^"'- �✓ p t 1 Y'^s_. ,.�qA f j F,�"C"` '.,,"'1 xr .s_ •,s`. _ '.l /� \ `- �� T..fS.fw t } J ✓rf 7$"7cCthDOx'fe.l `t ?u n:4tUSl1 `` t, tfwsrNG r ( \ \ ` ` IA'a 213 f " 1 . �^ 4. 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' PROFESSIONAL ENGINEERS AND LAND SURVEYORS CS11 160 SUMMER STREET,HAVERHILL,MA 01830 tel:978-373-0310 www.r-si-engr.com fax 978-372-3960 r RECEIVED i r June 28, 2013 JUS 0 12013 TOWN OF NORTH ANDOVER Ms. Susan Sawyer HEALTH DEPARTMENT Public Health Director North Andover Health Dept. 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Re: Subsurface Sewage Disposal System Plan for Lot 16-4 Saracusa Way (Map 61, Lot 16-4) Dear Ms. Sawyer: We have revised the plan to address your June 12, 2013 comments. To facilitate the review of this information we have reproduced your comments, and our responses follow each comment in blue italics. Please reference the Lake Cochichewick watershed in the notes on sheet 2 (NA 3.2). (� (Note 15 on Sheet 2 has been revised accordingly.) �! Please demonstrate that a conventional system in compliance with 310 CMR 15.000 ./ can be built on the site in order to use the Infiltrator Chamber system according to Section 1(3)of the DEP General Use approval letter. An outline and brief description of a conventional system on the site plan is sufficient. (The system has been redesigned as conventional leaching trench system, so the proof plan requirement is no longer applicable.) Please depict the percolation tests on the site plan (310 CMR 15.220(4)(i)). (The Perc Test locations have been added to the Site Plan on Sheet 1.) �4. The distribution box is proposed to be greater than 9 inches below grade. Please show a riser in the profile view and add a note to the plan to indicate that a riser to within 6 inches of finish grade is required above the distribution box if greater than 9 inches below grade. (The proposed grading and profile view have been revised to indicate 9"of cover over the distribution box. Note 5 has been added to the Distribution Box Detail on Sheet 2 to include the requirement for a riser if the cover is greater than 9".) 5. The distribution box has greater than a 2"drop from inlet to outlet. Please modify accordingly. (The revised plan indicates the required 2"drop.) 6. Please indicate the model/brands of the septic tank and distribution box(NA 3.2). (The manufacturer and model numbers of the septic tank and distribution box have been added to the details on Sheet 2.) / 7. TP-28 and TP-29 are missing the observed water elevation. A copy of the Board of Health's representative's field notes are enclosed for reference. (The soil logs for TP's 28 and 29 have been revised to include the depths to observed water.) 8. The distribution box outlet is the same elevation as the inlet for Trench#1. It appears the distance from the distribution box and inlet of Trench#1 is approximately 4'. (The June 28,2013 revised plan indicates an appropriate drop of 0.07'between the distribution box and Trench#1.) 9Please indicate if easements are proposed on the property and if so indicate the ✓/ holder of the easements(310 CMR 15.220(4)(c)). (The drainage easement on the northem end of the lot has been labeled on the revised plan. General Note 16 has been added to Sheet 2 to indicate the holder of the easement.) 0. The full legal boundaries of the lot and the dimensions are not shown (310 CMR 15.211). (The revised plan indicates the boundaries of the entire lot, with dimensions.) �1. The water service is not shown on the plan, only the shut off is depicted(310 CMR 15.220(4)(m)). (The revised plan indicates the entire proposed water service.) 12. The foundation drain is not shown on the plan (NA 3.2). (The location of the proposed foundation drain (at the SE comer of the house)has been added to the revised plan.) 13. The proposed leaching facility is within 20'to the cellar wall(310 CMR 15.211). (The house has been reduced in size on the revised plan, and the minimum distance between the leaching facility and the cellar wall is now 22'.) 14. In the profile view, please show the location of the proposed driveway. (The revised ✓~ system profile includes the location of the proposed driveway.) 15. In the profile view, the limit of removal does not accurately depict the depth of the top and subsoil. (The revised system profile includes the proper indication of the depth of .G/ soil removal. 16. There appears to be a deck/porch between the house and septic tank. If so, it does c . not meet the 5' setback(NA 3.2). (The location of the septic tank has been adjusted so that it is now 6'from the proposed porch. The porch has been labeled.) 17. The loading rate used in the design is 0.18 gpd/sf but the table in Title 5 indicates the loading rate should be either 0.15 gpd/sf for gravity distribution of or 0.20 gpd/sf for pressure distribution. Please modify the design accordingly(310 CMR 15.245). (The 0.18 gpd/sf loading rate for the 54 minrin perc rate in the original design was based on a straight interpolation between the Title 5 loading rates for 50 and 60 minlin. The revised design is based on the 0.15 gpd/sf loading rate.) / 18. The inlet elevations for Trenches#2—4 were not provided. (The revised design ✓ includes the inlet elevations for all of the leaching trenches in the "System Elevations" table on Sheet 1.) 19. Trench#2 should use the highest contour to determine the inverts. It appears that the highest existing contour is 83.8'+/-. (The revised design includes a "Trench Elevation Worksheet"on Sheet 1 that lists the high existing grade elevation for each trench that was used along with the depth to ESHWT to derive the bottom elevations of the trenches.) 20. Please indicate the maximum height of the proposed retaining wall. Based on the cross section view, the retaining wall will be greater than 4 feet in height and may require a structural engineer to stamp the design depending on local building codes. If the retaining wall is not proposed to be more than 4 feet in height then a note should be added to the plan to clearly indicate this for the installer. (The wall has been designed such that it will be no more than 4'high. The cross-section has been revised to include proposed grading on the downgradient side of the wall to indicate that the exposed portion of the wall be less than 4 feet high. A note has been added to the `Impervious Barrier&Retaining Wall Detail"on Sheet 1 stating that the maximum height of the wall will be 48". A "Wall Elevations"table has been added to Sheet 1 to list the elevations of the three sections of the stepped wall.) • Page 2 a June 28,2013 21. The bottom of the impervious barrier is not indicated. Please confirm the bottom elevation is above the ESHWT in all locations. (The revised design includes a note on the Impervious Barrier and Retaining Wall Detail on Sheet 1 that states that the bottom of the impervious barrier is to be set 12"below the existing grade elevation, which will result in the barrier being 10"above the ESHWT. Likewise, a label has been added to the Cross-Section on Sheet 1 that states that the bottom of the impervious barrier is to be set 12"below existing grade.) �2. In the Impervious Barrier and Retaining Wall Detail,the top of chamber/breakout elevation (84.24)does not match the elevation calculated in the cross section view (84.16). (The plans have been revised such that the top of wall/barrier elevation indicated on the Impervious Barrier and Retaining Wall Detail matches the elevation included on the cross-section.) Although not a reason for disapproval, it is recommended that the effluent line under the driveway be sleeved for additional protection against vehicular traffic. (As is indicated on the system profile, the minimum depth of cover over the pipe as it crosses under the driveway is 30". This depth will provide ample protection for the 4" SCH 40 pipe.) I trust that this response and the revisions made to the plan fully address all of your comments. Please contact me if you have any questions. Very truly yours, Christiansen& Sergi, Inc. v Philip G. Christiansen 0 Page 3 SYSTEM ELEVATIONS HAVERHILL • ar—AT e aSAASEWmoFIEI.' LOCU - u.L J 3mTl w S s'r1rR.1 s'eA MLL'=N-ETE uMl C\ v"RIFs AS CONCRETE Raooucrs.Mc a ROXFORD WAT.—OA-1 AS /� aiA lnFE emEnwASe,,aREa A-' w�Frsr Nnecar d 3 raENO'lrwPl mE J `\ Lucawrvexr� 8 AruzTlwl NSNUTm'IiuLTO NORTH cusaw"wrovaorecT xavncsal D ANDOVER SlLA s'—TOAETDl—.emwuL rawui Nnm E,wosEO LEACHING AREA DETAIL GRADE LOCSME I" US MAP ear oN as LEACNNG TaEnTu WALL ELEVATIONS _. TRENCH ELEVATION WORKSHEET LEACHING " roPaF it LEewlNaiaENw 7 ASSESSORS REFERENCE: ZONING DISTRICT:R2 oTroN SO a m.m S6cnoN s cnIM SE_& ES DEL-.-.—. NN.LOT AREA 43—S.I. niENCN- E LEv: p3'ce 1" 3ioiE "staff raROE wuL 1«.'A'1 ee<3 m.m es rs I 1"s aeoula6olr0 MAP 61,LOT 164 GRADE(EL�'1 Susr+uoE«Ev"rlox I.IRONT m.m 5 NM.aEue rum.m FT. a .75 El GNADE IMPERVIOUS BARRIER&RETAINING WALL DETAIL e o I(I I L = 1 Nor To scue ,s I LlIUSAL T i i s on. i. D`ToRowlL j �^ Y"�+�+- `\\"'+.,` 211..--ro—N a or musNcaaoE m� L os b LOTJ { SA '``..,, my®sERrc ru«wet.,,.. C ,s AS mn - aaw. Ru®SEAM Tua(ouTLET=s3.o, \ s mn sE sA livR.r its. ®n II II u aaoR _ _ r-.—E RO r m n 4 u /a`„ sca \ oRu 15 n I I I I:a exTa i@1 \ � \ � aO RVGII I1 II ' FI I p n II U Ji•'1 k \\ee\.\ `\` 4 3 C IR - ,.su,°°°"c s u SYSTEM E F �m-1-'F,� ?�z J♦ \ ^oRch 1 A s � ` A , .j , pry®oeozA E o arSE�c.uo" `\`•• J \;\\;`\; ���' �\oi3a.'O .oma I zr t r� r � �l'ai wpm 1 j wALL.>em 1 i.�. I' L�i— \— --1 �•�sn ; _ !14 _ E,aTw -��� , (t,� J P , a ( aER A E ENT a s 1' .RRao,�,"reL ORSaN Y i I i 1 - r _}, _ _\,l i c srpuE (s[eNiwrES zaAI o".+a' zl 1 �I lar RET�INOw i a,INa"R e/1 1 \ - NG] �, E.Isrmc 1 ul\ W st 1 i LOT 6 I rear pEw000peE IT— J s TEs3a"TJ z S IS LOT 16 DATLI E— a T I\ LOT 4 'it, /> e�N°ON, 'A & CROSS-SECTION A-A \ =k_s aONa« wFoe 'aaAL—E:13N SEPTIC SYSTEM DESIGN SHEET 1 OF 2 PROFILE(TRENCH 1) FOR RaoFEssDNUENa.eea LOT 164 SARACUSA WAY -' ..�'�--_`` _ _\I� �.� T'EOOnErOLSTR.eI,noNL.,ESSN"LLaELEVELFoa,.N,ONwoFTNERRST,woFEETOF,NER�ENOTN NORTH ANDOVER.MASS. LOT 16 O G.M.Z.REALTY TRUST GREEN&COMPANY 11 LAF—E WETLANDS OFFSET NOTES: Naar'umAovAEa,v.—E SITE PLANSCLOSESrRaNi _ aeSOLTTaWAN Aa,O.Ls—1 IE ON PROFESSIONAL ENGINEERS 8 LAND SURVEYORS 4 SawE.1 ar : FaaL„INE EEOGE wE,i misATns«oSESTPwNreo naEOFDESION. OATE CS1�'=STIANSENB SERGI,INC. ST- "VEwllu6wo�m www SOIL EVALUATION RESULTS GENERAL NOTES r 3010 SOIL EVALUATION RESULTS 201050IL EVALUATION RESULTS 2010308 EVALUATION RESULTS t1OGARBAGE OISPIXYt4 ARE io BE msTAMEO PATE OF TESTS:TP.4I1a2pt0;PERC)It42O10 DATE OF TESTS:TP.4/142010;PERC]/142010 DATE OF TESTS:TP 4110/2010;PERC I/142010 SOIL EVALUATOR:BEN OSGOOO SOB EVALUATOR:BEN OSGOOD 2 WITNSOIL EVALUATOR:BEN 050000 � ESS:I ROWE t WITNESS:IROWE WITNESS:I ROWE HILL �sIEVEu LrsS.Usmc Teat Pk 829 Teat Pk/2B Teat FOR A 3 51LAI1sE PERFO FD OLTNEFPAGTroN sunapeF .e3.o. sDHaOe Eley.e1.D DESIGN PARAMETERS FOF A TIE THEFOLLOW,N`=`Ev. GH AMnLrsEa MIDIT OEHOR E THATTHE MATERWLMEE sud—EJeY. ]9.0 0.20' A 10VR30 BL 0-10' A 10YR32 SL FFE— RTICIL SEE 20-39' 8 22. W4 SL 10-24' 8 2.S SL 0-10' A 1 ILU1 SL 29-120' C 2.SY4A SL 24-120'C 2-4/4 SL 10-3T B 10YRS18 LS 33-72' C 10YR4/6 LS COServeE Wate,38' Obaemetl Water. 56' ESHWT16'REDOX El-]].] F .1 1.11 o s ESHWT®26'REDOX Ela,.80.8 ESHWT®2TREDO% EIeY.]9.2 H REo Eo 3. WHERE FILL IS Pere 33 B TP 29 Porc Teat 24 R TP 38 21T PrlOn ersr6u rO THE TI aF N1TURAuv DccuRRmG PERWous w(901.ABSORPTION SvSTEMs)ANO REPLAcm W1TR"0.L MAt Daplb of Perc TeSt:4fi' DeON of Pem Tesc 40' R T F rn R " e.ro SFhF MEEnNO THE 4. TPLACEMENTOG F4L.WHICH SHALL BE STOCNP4EpnT TIE FDCE OF THE FxGVATwN nuO FlLLEOm Steri Presoak teri 10:3] SPre-soak; 10:57 OF TRENCHEI RZOIBRED .1 ITC++<DDAuv THESO—011 ExGVAr RHALLBESCIRITEDWHOREUT 1Y.Fv.FRIE.A.L BE 1T 10:52 1T 11:13 H 364 BOTTOIA OAF THE ESC OR SHOW O,THE ST.—. . .IFTIE ATER TISLE E-DEWATEREO IS 5—in THE ELEV— THE 9' 12:30 Y 11:50 TRE— 3:12 (E 1:18 E TMNC s R YEAR SEPITC TAMC PIlHD SCHEwAE IS REC BIKED TOA LEACMHG AREA Time IE IE: 162,h. Tlme 9'.6: 88 Rl. REM��Faetf__ L P— z4m sF PROBLEMS. 6. ALLOIPEIN6TULEDnFTER THE SEPDC iAra sHNLeE scHEONEwwC IOINTSSHALL.BBIABTOMETRc Pelt rate:29 MmRes per kNA �• CASHETED mrEGRlu eEU TYPE 3oIm ASSEN6Lv EHAL RE PEISORMFD AS PER MANUFACTURERS Pere rete:Sa MHMiea per 6x,11 �a ..._.,- .-PvcPIPEcurroFR CALCULATIONS sPEaFIG.TIONB. I COUPUH.(I.IONI OR TRE BURDMG SEWER SHHAU BEa sCH 40PVC qPE sunRWIOeO Br AMMIMUMW6cRA,EL TUF-TILE SELL 3MCTDl6,s GPDSF.uBE SF S. THERE ARE HO NNO NI WELLS WITHIN 100 FEET OF THE PROIDSED SYSTEM. E%tEN04- 'S' A AS-HAL PERF TE PVC .Y0a sF/6ASFLF•EIES FT. ANiMvsis sRul eE sUeMTIm ro THE aOu.O ac HEALTH FOR AwaWALmpR TO11— PIPE Nv v,wCflusNT aP FLL PPE TO RE BT OH COMPACiEDLFis OTTON O< I. iIff FU MATERui USED SHALL BE PUCE.DmITMAXMUM B TRENCH man GPDxlOD%wDGAI ONS tt TMS LOT GOES Moi tk wlTM2AM*RWEx SErvSITVEARFA BOTTOM TO BE HEFT OPEN (USE 1.SHt0 oalLHxI TAMO L . TOALLOWFOREFFLUEtR t1. MAGNETtL TAPE TO BE-ED OVER NL SYSTEM COMPONENTS. LEVEL MONDORMO to ARFNCHMAmc wRLBE 111 A LOUTaN NEAR THE—END PROP To ary Ca+sraucrRH_ EFFLUENT MONITORING WELL ,a AllP1MNGBHALLBEAMmMDMOFBGHEODLEwP,O. HOT TO9GNE 15. TRIS LOT DOES xpr Lff wmHm THE VxECDOacREWCNwATEPSHLT PROTEcrwn msTMCT. TOWN,.ocEPTaIr. HOLD THEmcHTBrorHEORAmAGEFasEMENrDNrHELHNDNTR6DCRTMErHATTHE zHroln 3 FLACES)O,E ( 4 12 soH,AREwEN ---� I T L2 DFEATDDDBEW,/EDS � .TOPle xpl PtµWEW WncEABwEiEE9 RTH TBP VIEW mAErr °PE �P - Ersw Mm =LEV �' nq T Mm, -T 000 Pu cPmEBEN 1 STONE EAS ,i. 2J ff aN To,irr oouBLe wASRED ��R aEDTGNWEW — aoEEEG,ION WEW LEACHING TRENCHTO LONGITUDINAL SECTION LEACHING TRENCH-ALCROSS-SECTION o:GALE r 6OE DISTRIBUTION BOX SPECIFICATIONS: USE SHEA CONCRETE PRODUCTS s. -0UTLET 20 DISTRIBUON BOX, ITEM NO.9-9DBH 3.TONGUEAGROovE ID TSEUEDWTH EREs1N NOTES: 1500 GALLON SEPTIC TANK 1. ISETAID— SHALLREIIIOACEDD USE SHEA CONCRETE PRODUCTS RTIGHr T,HRwcx uoru"ACTURERs SFEaFlcnTroN AND SEPTIC SYSTEM DESIGN SHEET 2OF2 ITEM NO.TK-M1500 STANDARD W"�nNTM' FOR NOTES: zHISDEITA veoFEssroNAL B—IR LOT 16-4 SARACUSA WAY z WA,ERIN TTGHTTHROHGRMANGFAGnRERBSPEGIFCA,IONANOWnRRAN1Y. oTIERWHEEADEOH,ATE ^'^TNEGROLSHo,nTHAa�INGNl TO 9TONEBASEa NORTH ANDOVER,MASS. STABLE—HAT I.E..Nle.0 eo,�HP.CTLAGHH-o WMc�»su OWNER: AP rRET THE Wpm T. '' PROWDEomPIwrF OF rxE CE r,LET BAFFLE.NE rHHE opnET mvERT Mar BE G.M.Z.REALTY TRUST GREEN&COMPANY ...L.co.Eaa NPIAID e senu+G.T,e SEPTIC TA ` WTHSTNm H.mLaAoma Es1oNEDANo coRsmDcrED so As TO rraii»�uaiovOODETiM�'EAD e.s '. TIE .T sO o+soawm.sT` EAHO A:N"n%mP:I OIrn Hw so TTSEPwFaE:Iam4saeu wreTRucrE s BO%1s i0 HAVE SN GRE6"S TER TSeacHES IDE S OF COVER 01F THE asiRmUnox PROFESSIONAL ENGINEERS B LAND SURVEYORS T/ CHR/SANSEN&SERGI,INC. HA,ERHaL_�W W-p��r�I.END— F{LE COPY North Andover Health Department ✓`, Community Development Division ;� r July 2, 2013 Green & Company 1 11 Lafayette Road North Hampton, NH 03862 RE. Re: Subsurface Sewage Disposal System Plan for Lot 16-4 Saracusa Way(Map 61, Lot 16-4 Dear Property Owner, The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property, submitted on your behalf by the Christiansen& Sergi, Inc. dated May 10, 2013, received on May 20, 2013 and revised June 28, 2013. The design has been approved for use in the construction of a 4- bedroom, on-site septic system. This plan is good for 3-years from the date of approval. During this time, a licensed septic system installer must obtain a permit and complete this work and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. In the event an imminent health problem such as sewage backup into the dwelling is occurring,the North Andover Board of Health may reduce the time period for which this plan is valid. 1. Prior to the issuance of the Disposal Works Installers Permit,the applicant must submit a foundation as-built at the same scale as the approved plan. 2. Prior to the issuance of the Disposal Works Installer's Permit, the applicant must submit the floor plans of the home showing no greater than four bedrooms or a total of nine rooms. 3. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation,the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR 15.020(1)). Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 r _ - int 16-4 Saracusa Way July 2, 2013 4. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. Since ely, J IX S san Y. Saw , RE I S Public Health Direct cc: Phil Christiansen, PE file encl: Licensed Installers list Page 2 of 2 North Andover Health Department, 1600 Os-ood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Sawyer, Susan From: Sawyer, Susan Sent: Wednesday, October 23, 2013 2:22 PM To: mgreen@greenandcompany.com Subject: Stanton Woods Good Afternoon Michael, I received your altered plans and realized they were hand altered, not changed as we had discussed. I then read the criteria on the right side of page one and it stated that there was to be no "modification of the basic design". It also said to call with questions;so I contacted Wendy your architect. We had a brief, but good conversation and she said that she would have no problem changing the plan for you with the changes I mentioned. I must note that she regards you very highly. However, our conversation spurred an idea,which she seemed to think made sense. I then called your number on the building permit and mentioned it to Remi and am now sending to you. The MA DEP's Title V, subsurface disposal regulations, has an allowance for people who want to build houses with room numbers larger than the septic is designed for. It involves a formalized promise, a "deed restriction"which would follow the property. The MA DEP website has a lot of information and I also found these interesting articles. If you wish to grant this restriction formally to the Health Dept. then your clients would have latitude on their building or future ideas. See their definition of bedroom below. Bedroom-A room providing privacy, intended primarily for sleeping and consisting of all of the following: (aJfloor space of no less than 70 square feet, (b)for new construction, a ceiling height of no less than 7T', (c)for existing houses and for mobile homes, a ceiling height of no less than 7'0",- (d)on '0';(d)on electrical service and ventilation;and (e)at least one window. Living rooms, dining rooms, kitchens, halls, bathrooms, unfinished cellars and unheated storage areas over garages are not considered bedrooms.Single family dwellings shall be presumed to have at least three bedrooms. Where the total number of rooms for single family dwellings exceeds eight, not including bathrooms, hallways, unfinished cellars and unheated storage areas, the number of bedrooms presumed shall be calculated by dividing the total number of rooms by two then rounding down to the next lowest whole number. The applicant may design a system using design flows for a smaller number of bedrooms than are presumed in this definition by granting to the Approving Authority a deed restriction limiting the number of bedrooms to the smaller number. This is a sample deed restriction.You are not obligated to use this form, but I before altering, I would seek legal counsel. http://www.topsfield-ma.gov/documents/health/documents/TitieVBedroomCountDeedRestriction.pdf Let me know what you prefer. I will make a note for the file that either changed floor plans will be submitted or a deed restriction.We only need them before you want to install the system; so there is no rush. Below is just some interesting information I found online. http://massrea[estatenews.com/massachusetts-bedroom-m isrepresentation-with-septic-systems/ 1 Blackburn, Lisa From: Blackburn, Lisa Sent: Tuesday,January 28, 2014 2:24 PM To: Dan Ottenheimer;Isaac Rowe; Pam Lally Cc: Grant, Michele; Sawyer, Susan Subject: 64 Stanton Way Lot 16-4 Attachments: Lot 4 Stanton Way Presby System recd 1.28.14.pdf, Lot 4 Stanton Way Presby System submittal form.pdf Good Afternoon, Attached is a Septic Plan Submittal Form from Christiansen & Sergi along with a scanned plan that was submitted on a CD-Rom. The initial plan for lot 16-4 was approved last year however, they want to replace the approved system with the Presby system. Please call Michele if you have any questions. Thank you. Lisa Blackburn Health Department Town of North Andover 1600 Osgood Street,Suite 2035 North Andover, MA 01845 Phone 978-688-9540 Fax 978-688-8476 Email Iblackburn@townofnorthandover.com Web www.TownofNorthAndover.com 1 • S��TCEDD' • North Andover Health Department Community Development Division January 30, 2014 Philip Christiansen, P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill, MA 01830 Re: Subsurface Sewage Disposal System Plan for Lot 16-4 Stanton Way (Map 61, Lot 16-4) Dear Mr. Christiansen, The proposed wastewater system design plan for the above site dated December 20, 2013 and has been reviewed. Unfortunately,the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item. 1. The plans were not stamped by the designer(3 10 CMR 15.220(2)). 2. On sheet 1 of 2,the North Andover certification statement was not signed(NA 3.2). 3. There is only one deep observation hole in the primary and reserve disposal areas (3 10 CMR 15.102(2)). 4. In accordance with"Standard Conditions for Alternative Soil Absorption Systems with General Use Certification" section 11 paragraph 18(2)(c-d)please provide the certification by the designer and owner. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Sincerel , S an Y. wyer, HS/RS Public Health Director cc: Green& Company File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 '.9���l�,,S�.• �ice.� COPY�.- North Andover Health Department (ommunity Development Division February 13, 2014 Philip Christiansen, P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill, MA 01830 Re: Subsurface Sewage Disposal System Plan for Lot 16-4 Stanton Way (Map 61,Lot 16-4) Dear Mr. Christiansen, The proposed wastewater system design plan for the above site dated December 20, 2013, received January 28, 2014, has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item. 1. On sheet 1 of 2 the North Andover certification statement was not A signed . g � 3.2) 2. There is only one deep observation hole in the primary and reserve disposal areas (3 10 CMR 15.102(2)). Please conduct additional test or place a note on the plan stating that an additional deep hole shall be conducted prior to or during the bottom of bed inspection to confirm the soil. 3. In accordance with"Standard Conditions for Alternative Soil Absorption Systems with General Use Certification" section II paragraph 18(2)(c-d)please provide the certification by the designer and owner. (see attached) Please submit revised plans stamped by the designer(3 10 CMR 15.220(2)). Upon approval, a letter will be sent to the property owner and copied to you. Feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 i I treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. XS,incerlafwyer, REHS/RS Public Health Director cc: Green& Company File Encl: Standard Cond. For Alternative systems, Page 9 Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Standard Conditions for Alternative Soil Absorption Systems Page 9 of 16 General Use and Remedial Use Approvals Revision Date:December 17,2013 18. Upon submission of an application for a Disposal System Construction Permit (DSCP), the Designer shall provide to the Local Approving Authority: a) proof that the Designer has satisfactorily completed any required training by the Company for the design and installation of the Technology; b) certification of the design by the Company for any residential system with a design of 2,000 gpd or more or for any proposed non-residential system or if required by the Special Conditions for an approved Technology; c) certification by the Designer that the design conforms to the Approval, any Company Design Guidance, and 310 CMR 15.000; and d) a certification, signed by the Owner of record for the property to be served.by the Technology, stating that the property Owner: i. has been provided a copy of the Title 5 I/A technology Approval,the Owner's Manual, and the Operation and Maintenance Manual, and the Owner agrees to comply with all terms and conditions; ii. for Systems installed under a Remedial Use Approval,the owner agrees to fulfill his responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5); iii. if the design does not provide for the use of garbage grinders,the restriction is understood and accepted; and iv. whether or not covered by a warranty,the System Owner understands the requirement to repair,replace,modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303. 19. The System Owner and the Designer shall not submit to the LAA a DSCP application for the use of a Technology under this Approval if the Approval has been revised, reissued, suspended, or revoked by the Department prior to the date of application. The Approval continues in effect until the Department revises, reissues, suspends, or revokes the Approval. 20. The System Owner shall not authorize or allow the installation of the System other than by a locally approved Installer and, if required by the Company, a person certified or trained by the Company to install the System. 21. Prior to the commencement of construction,the System Installer must certify in writing to the Designer,the LAA, and the System Owner that(s)he is a locally approved System Installer and, if required by the Company, is certified by or has received appropriate training by the Company. 22. The Installer shall maintain on-site, at all times during construction, a copy of the approved plans,the Owner's manual,the O&M manual, and a copy of the Approval. 23. Prior to the issuance of a Certificate of Compliance the following shall be provided: CHRISTIANSEN & SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS cv, 160 SUMMER STREET,HAVERHILL,MA 01830 tel:978-373-0310 www.csi-engr.com fax 978-372-3960 February 21, 2014 Ms. Susan Sawyer Public Health Director North Andover Health Dept. 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Re: Subsurface Sewage Disposal System Plan for Lot 16-4 Stanton Way (Map 61, Lot 16-4) Dear Ms. Sawyer: We have revised the plan to address your February 13, 2014 comments. To facilitate the review of this information we have reproduced your comments, and our responses follow each comment in blue italics_ 1. On Sheet 1 of 2, the North Andover certification statement was not signed (NA 3.2). (The revised plan includes the signature.) 2. There is only one deep observation hole in the primary and reserve disposal areas (310 CMR 15.102(2)). Please conduct additional test or place a note on the plan stating that an additional deep hole shall be conducted prior to or during the bottom of bed inspection to confirm the soil. (General Note 19 has been added to Sheet 2 to specify the need for the additional test pit.) 3. In accordance with "Standard Conditions for Alternative Soil Absorption Systems with general Use Certification" Section II Paragraph 18(2)(c-d) please provide the certification by the designer and owner. (The designer's certification has been added to Sheet 1. The owner's certification letter is attached.) I trust that this response and the revisions made to the plan fully address all of your comments. Please contact me if you have any questions. Very truly yours, 4C * sen&Ser ' InChristiansen FEES 1 12714 TOWN OF NORTH ANDOVER IHEALTH DEPARTMENT 6� North Andover Health Department Community Development Division February 21, 2014 Green& Company 11 Lafayette Road North Hampton,NH 03862 RE. Re: Subsurface Sewage Disposal System Plan for Lot 16-4 Stanton Way Salem (Map 61, Lot 16-4) utilizing Environ Septic Dear Property Owner, The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property, submitted on your behalf by the Christiansen& Sergi, Inc. dated December 20, 2013 and revised February 19, 2014. The design has been approved for use in the construction of a4,,- be oom(maximum -room), on-site septic system. This plan is good for 3-years from the date of approval. During this time, a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. In the event an imminent health problem such as sewage backup into the dwelling is occurring,the North Andover Board of Health may reduce the time period for which this plan is v 1. , Prior to or during the Bottom of Bed inspection a test pit must be conducted to confirm the soils. If soils are not confirmed to satisfaction of the Health Department, the designer shall change the plan as needed. Prior to the issuance of the Disposal Works Installers Permit, the applicant must submit a foundation as-built at the same scale as the approved plan. 3. Prior to the issuance of the Disposal Works Installer's Permit,the applicant must submit the floor plans of the home showing no greater than four bedrooms or a total of nine rooms. 4. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation,the originally issued Disposal System Construction Page l of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 f, • g�,'fTD�� � • TM North Andover Health Department Community Development Division February 21, 2014 Green& Company 11 Lafayette Road North Hampton,NH 03862 RE. Re: Subsurface Sewage Disposal System Plan for Lot 16-4 Stanton Way Salem (Mal) 61, Lot 16-4) utilizing Environ Septic Dear Property Owner, (' The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property, submitted on your behalf by the Christiansen& Sergi, Inc. dated December 20, 2013 d revised February 19, 2014. The design has been approved for use in the construction of a4,-be oom(maximum -room), on-site septic system. This plan is good for 3-years from the date of approval. During this time, a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. In the event an imminent health problem such as sewage backup into the dwelling is occurring, the North Andover Board of Health may reduce the time period for which this plan is v 1. _ Prior to or during the Bottom of Bed inspection a test pit must be conducted to confirm the soils. If soils are not confirmed to satisfaction of the Health Department, the designer shall change the plan as needed. Prior to the issuance of the Disposal Works Installers Permit,the applicant must submit a foundation as-built at the same scale as the approved plan. 3. Prior to the issuance of the Disposal Works Installer's Permit, the applicant must submit the floor plans of the home showing no greater than four bedrooms or a total of nine rooms. 4. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System Construction Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Lot 16-4 Saracusa Way February 21, 2014 Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR 15.020(1)). 5. In accordance with"Standard Conditions for Alternative Soil Absorption Systems with General Use Certification" section I1 paragraph 18(2)(c-d)please provide the certification by the designer and owner. (see attached). 6. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. ASincer , S/RSector cc: Phil Christiansen, PE file encl: Licensed Installers list Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 1 Sawyer, Susan f From: Sawyer, Susan Sent: Friday, February 21, 2014 10:47 AM To: 'mgreen@greenandcompany.com' Cc: Brown, Gerald V0 Subject: RE: Stanton Woods Hello Michael, I wanted to let you know that I signed the building permit application for 64 Stanton Way a few minutes ago and I believe they left with their building permit in hand. However, having reviewed the plan for the Harbor Rose I determined that I needed to place a caveat on that approval. It is a similar problem that we discussed last October.This is a 3- bedroom design; which the State allows an 8 room home. I believe I am being fair in calling this a 9-room as it was presented to me. Had the Dining room been a bit larger, it could be possibly even be a 10-room. But that being said, I am r1) t prior to getting the septic system disposal works permit,one of the following happen. T e wall is removed from the back section; making 2 rooms into 1 (family room and study) r 2) A deed restriction be proposed to be granted to the BOH as we previously had spoken about(link below) Going forward,we do have quite a few more lots to build.You may want to submit the floor plans ahead of time; so that we can address the room number vs.the system capacity before a building permit is needed. I believe that will help things move so much smoother. Thank Susan This is a sample deed restriction.You are not obligated to use this form, but I before altering, I would seek legal counsel. http://www.topsfieId-ma.gov/documents/health/documents/TitleVBedroomCountDeedRestriction.pdf Let me know what you prefer. I will make a note for the file that either changed floor plans will be submitted or a deed restriction.We only need them before you want to install the system; so there is no rush. Below is just some interesting information I found online. http://massrealestatenews.com/massachusetts-bedroom-misrepresentation-with-septic-systems/ httP://massreaIestatenews.com/massachusetts-title-5-bedroom-count-deed-restriction/ Feel free to call with any questions. Thank you Susan Susan Sawyer Public Health Director Town of North Andover 1600 Osgood Street Suite 2035 North Andover,MA 01845 Phone 978.688.9540 1 mei •� i '4 r15F O'_._.. •� '� 'o- „ ,� ?{L�' �' Hit 777 rs fry,..... ti g p ------ •� .... --ml,44 4—VP—%,--......•-..,...........4g A t $_ rd' 1 yy yy Fri FM- Ll2 _ "... Si!J'II '� A''�•5€' IF n; i, Ito � ,f�!"i4 i"•fp.". ..,e�-..��-A,A•,�-A•;�: ,,,�. ._, �,.y�, y. � F�f.�,.,.......r��.�.,........,:5�.grWlF3°�..---d�»3AiD">w, I ..3.;:� � '�; 491 ilk It Al p di v. C a'rudrmxxc*mteraeAkAal ( - .° ab drAp-44..... f 041 = _ d Blackburn, Lisa From: Sawyer, Susan Sent: Tuesday, September 16, 2014 7:59 AM To: Blackburn, Lisa Subject: FW: Lot 16-4 Stanton Way Attachments: Soil Evaluation Form Lot 16-4 Stanton Way 9-15-2014.pdf PIs print for the file From: Dan O'Connell [mailto:dano(@csi-engr.com] Sent: Monday, September 15, 2014 2:13 PM To: Sawyer, Susan Cc: Isaac Rowe <irowe0millriverconsulting.com> ; "Michael Green' (mgreen@greenandcompany.com)' Subject: Lot 16-4 Stanton Way Hi Sue. We did the required additional test pit for the Lot 16-4 system this afternoon during the bottom of bed inspection. The test pit was dug along the edge of the excavated hole in the over-dig area above Enviro-Septic Line 1 . We established the elevations with the laser that was set up for the system. The ESHWT was determined to be at elevation 82.7 feet. On the approved design the ESHWT at this location was assumed to be at elevation 83.0 feet (see Cross Section A-A), so the test pit confirms that the required separation to groundwater is provided. The soil evaluator forms are attached. Let me know if you have any questions. Best regards, Daniel J. O'Connell, P.E. CHRISTIANSEN & SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 Summer Street Haverhill, MA 01830 Tel. 978-373-0310 Fax 978-372-3960 E-mail: dano @c;si-engr.com www.csi-e nq r.com I 1 i North Andover Health Department Community Development Division November 4, 2014 New Homeowner 64 Stanton Way North Andover, MA 01845 Re: Your new home and your 3-bedroom septic system Dear Resident, Congratulations on your move to North Andover and on your new home. The North Andover Health Department has overseen the design approvals and installation of the septic system on your property and believes that it is important that you understand the details of the system that services your home. Enclosed is information on how to care for your septic system and notification of restrictions in case you intend on finishing additional spaces,which are currently designated as "unfinished space", in your home. The house plans that were submitted prior to construction of your home show multiple unfinished areas, but this system can only serve a 3-bedroom home (maximum 8-room). A home with this sized system, which as defined by the MA Department of Protection regulations 310 CMR 15.000, will have a maximum of a 8 rooms in total (not including bathrooms; laundry rooms etc). According to our file, your home is currently at seven(7)rooms; therefore only one (1) additional room could be finished for use. This assumes you did not finish more than the plans originally identified. If you have gone over the approved number, a violation to MA DEP code may already exist. The multiple unfinished areas in your home are allowed by state code and are not counted until finished. The inclusion of this amount of square footage, as unfinished space, was discussed with your builder. The Green Co. chose to inform homeowners upon purchase, that if you plan on finishing any of the areas for living space, above the 8-rooms, the expansion of the septic system and the compliance with the code will be done by the new homeowner. No building permits,to finish additional rooms,will be supported unless compliance is achieved. Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 t 64 Stanton Way November 4, 2014 If at any time you do plan to inhabit any of these multiple unfinished areas, please contact our office and we will be happy to discuss the options with you. As the homeowner, we want you to be fully informed on how disposal systems work. The document provided will help you care for your system. You can also access numerous guides to assist you on the MA DEP website, http://www.mass.gov/eea/agencies/massdep/that will help you maintain your system in good working order, so it will protect you and the environment for many years to come. Finally, it is important to note that this septic system is not designed for use with a garbage grinder. Installation of a garbage grinder will cause damage to your septic system and will void any guarantees for its proper service by the septic installer from the date you install the grinder. We hope you are enjoying your new home in North Andover. The Health Department staff members are here to answer your questions on septic systems or any other Public Health related subject. Feel free to contact us. Sincer , an Sawyer, S Public Health Dire for Encl. "Caring for your Septic System: A Reference Guide for Homeowners" Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Caring for your Septic System I MassDEP Page 1 of 2 The Official Website of the Executive Office of Energy and Environmental Affairs Energy and Environmental Affairs fF EEA Home > Agencies > MassDEP > Water Resources > Wastewater&Septic> Caring for Septic System:Reference Guide for Homeowner Caring for your Septic System: A Reference Guide for Homeowners Caring for Your Septic System �r Water Resources (Conventional Septic System,Innovative/Alternative(I/A)System,or Cesspools i The accumulated solids in the bottom of the septic tank should be pumped out every three years to prolong the life of your system.Septic systems must be maintained regularly to stay working. O C Neglect or abuse of your system can cause it to fail.Failing systems can f cause a serious health threat to your family and neighbors, xr ., degrade the environment,especially lakes,streams and groundwater, reduce the value of your property, A to Z Quick Links 11- be be very expensive to repair, • and,put thousand of water supply users at risk if you live in a public water supply watershed and fail to maintain your Water Resources Index f- system. Be alert to these warning signs of a failing system: sewage surfacing over the drainfield(especially after storms), sewage back-ups in the house, lush,green growth over the drainfield, slow draining toilets or drains, sewage odors. irb114t.'r!�`+�iikr�llhh�it�111�1���s;rsoaif�!�0� ��t�1 ,.. . . . 'InSpzction fpu�p eetl ecds''' •9ri^:��:�i::.�::�i::-:�:r;:':�;r. Inlet:snq'g= .. :•t,7 st' i�.v c. �:' ` -un �, `S' 'c�'z;;^c.-F r�;: Outlet treated enter fromhw5e r teastavatergC.es to dishibidion ''�•^— ^-�`�+` • 6qx ani dmia field . .., .s Wastewater sem. ...�.,s�..+. .. 5!adgz Tips to Avoid Trouble DO have your tank pumped out and system inspected every 3 to 5 years by a licensed septic contractor(listed in the yellow pages). DO keep a record of pumping,inspections,and other maintenance.Use the back page of this brochure to record maintenance dates. DO practice water conservation.Repair dripping faucets and leaking toilets,run washing machines and dishwashers only when full,avoid long showers,and use water-saving features in faucets,shower heads and toilets. DO learn the location of your septic system and drainfield.Keep a sketch of it handy for service visits.If your system has a flow diversion valve,learn its location,and turn it once a year.Flow diverters can add many years to the life of your system. DO divert roof drains and surface water from driveways and hillsides away from the septic system.Keep sump pumps and house footing drains away from the septic system as well. DO take leftover hazardous household chemicals to your approved hazardous waste collection center for disposal.Use bleach,disinfectants,and drain and toilet bowl cleaners sparingly and in accordance with product labels. DON'T allow anyone to drive or park over any part of the system.The area over the drainfield should be left undisturbed with only a mowed grass cover.Roots from nearby trees or shrubs may clog and damage your drain lines. http://www.mass.gov/eea/agencies/massdep/water/wastewater/caring-for-septic-system-ref... 11/4/2014 Caring for your Septic System ( MassDEP Page 2 of 2 DON'T make or allow repairs to your septic system without obtaining the required health department permit.Use professional licensed contractors when needed. DON'T use commercial septic tank additives.These products usually do not help and some may hurt your system in the long run. DON'T use your toilet as a trash can by dumping nondegradables down your toilet or drains.Also,don't poison your septic system and the groundwater by pouring harmful chemicals down the drain.They can kill the beneficial bacteria that treat your wastewater.Keep the following materials out of your system: NONDEGRADABLE& grease,disposable diapers,plastics,etc. POISONS: gasoline,oil,paint,paint thinner,pesticides,antifreeze,etc. Septic System Explained Septic systems are individual wastewater treatment systems(conventional septic systems,innovative/alternative(1/A) systems,or cesspools)that use the soil to treat small wastewater flows,usually from individual homes.They are typically used in rural or large lot settings where centralized wastewater treatment is impractical. There are many types of septic systems in use today.While all systems are individually designed for each site,most systems are based on the same principles. A Conventional Septic System A conventional septic system consists of a septic tank,a distribution box and a drainfield,all connected by pipes,called conveyance lines. Your septic system treats your household wastewater by temporarily holding it in the septic tank where heavy solids and lighter scum are allowed to separate from the wastewater.This separation process is known as primary treatment.The solids stored in the tank are decomposed by bacteria and later removed,along with the lighter scum,by a professional septic tank pumper. After partially treated wastewater leaves the tank,it flows into a distribution box,which separates this flow evenly into a network of drainfield trenches.Drainage holes at the bottom of each line allow the wastewater to drain into gravel trenches for temporary storage.This effluent then slowly seeps into the subsurface soil where it is further treated and purified (secondary treatment).A properly functioning septic system does not pollute the groundwater. For More Information For more information about maintenance or inspection of your septic system,contact your local board of health. Did you find the information you were looking for on this page?* —� O Yes O No Send Feedback ©2014 Commonwealth of Massachusetts. EEA Site Policies Contact EEA About EEA Mass.Gov®is a registered service mark of the Commonwealth of Massachusetts. f http://www.mass.gov/eea/agencies/massdep/water/wastewater/caring-for-septic-system-re£.. 11/4/2014 f ��, I l � � � ,' ' / '`� �� ��� �� � '� � � \ �;: ��� SAA �I, V` � �� fy ' �� a � � � �� t V `-� ,� �` � r _ ., ,�,." ,,� /� I Wall Tvoes These Code macer. These are p construction home plan,tdes gnat m bring good Exterior walls 2x6 wood stud :T) des qn and inter it, n dravnn a to people l more affordable Interior walls 2x4 wood stud,unless noted otherwise arbor Rose - ; prices and faster bine frames Nansdan all arch ted l Where ///)�� tatlT al t t home tans disdain all respons bq M we split r resp b I ry between us(worm)and the Owner.We enmurBe W Keys '°' r l theft h t q Gly b 1E h nvass st Ne M N' Thnye p sib[.f thermal tl 'stun 2x wood studs on the flat .q _ Se-- d f lig coding' ways that quality bull or houltl know We aramsponsibl,for UninBa N i directly O2x3 wood stud wall,16"oc /'1 - �'z J related loth e9we out that quality b'I Y lent,9 ©2x6 wood stud wall,l6"m �Vtr/) nab f ton iherown -s specifically the fdlown IRC 1/'\ 2009 code sactlons Note:2x4 wood stud wall,16"oc unless otherwise noted J J 1-Room sizes Section 8304) •`/I�`r/ - l r: \ 'x - 2-Ce l (Section &ng Heght(SenR305) Key Notes 3-Fr space calling height at Toilet,Been and Shower Spaces (Section R307) 30"x22 Mnum Atic Access 4-Hallway wdths(S t R3116) A mPald locate for plumbing or mechanical 7-Stanel-Insulated(RO 34 x26") 5-Door types 8sze(S-i-83112) V 6-Floor space In front Of tloors(Section R311 3) Fer math-The stairs'.our des gns will be a m ri mum of 36' i wide measured wall suAace to wall surface allowing compliance ❑�� �0�� with R311.7.1 wihnlal not-ect handrail. ZLVerify size of fixture or appliance 8-Sun rway headre0 (Scm R311.7.2) Adjusidmensons to amommotlate .: ❑�� ;: ���a 9-Stair fears antlr (S m nR3117.4) 10-Landings for stairways(S lion R311.7.5) S. Snug-Door or Window trim will 111"11 S 11 Emergency Escap W'tl S'¢es(Sedion 8310.1.1 A and may need to be cul doom " �❑EjO aEJ�� Rif 0.12 R31013 and R31014)Casementwndo,,s may C Canter-Placa door or mndOw centered ❑❑aO -use omply withturers emergency escape wntlow hardware W'll wall also comply mil NFPAor Fr 101. 12-Structure]Floor Framing(Section 8502.3)Where di-sibnal ADouble Stud or sb,,Iu,l m W-adapt to lumber is shown,framing members wit be sized according to Nis suit chosen window brand. 1 section of the code.Where engineered wood products are shaven. Object is to have some"bile-for curtain Mose framing members wil be size e the hardware and exterior aesthetics. ,or to anNacture/s tables far loads and spans,or sizes mil have been calculating using l slm far ad published materials properties. $D Smoke Detector 13-See structural steels for additional no(es. Q $ The builder can and should add informal-to this set,surly as (a`Q Carbon Monoxida Deledor Resmeck,a hand markup of our generic thermal and moisture section,ad tionel information about doors and windows(such as 38'-0'; 26'-0' 2'-0' /,re rating,tempering,etc),foundation drops reledve to site grading,end sometimes their chosen method of basement egress. Dimensions 10'-0' . 4'-0' 4'-2' 4'-2' T om,drawings ion.ngs are not intended to be used without Mat additional a Dimension are to face of stud.unless noted otherwise. _ Closets are 24'dear inside,unless dimensioned otherwise. Where 0 m.-lion adtlreas is shown on Ne drawings,it is for I copyright control only.We have not inspected Mesita,adapted W06 @ 8 25' W06 @ 86.25- W02 @ 86.25' g p testes says so in Square Footaaes I N¢desi an stales specific laws twhere it sa the Nr drawings)or site or region spad6c climate-notion.. 1. Sq If numbers are interior to room for use in calculating ��� 14'-0' Window head Homeowner and/or Bustler shelf be responsible far thermal and c shes. (7 J 2 N moisture mnbd strategies,materials choices and compliance with ry 2. Cabinets and fixtures not subtracted. Y i (frame)off sub-floor applicable laws and ordinances. A 3. Add for doorways when floor finishes run through. - { Please feel fee to call us with any questions.We can and do update our dewing,antl standard notes to address specWc Notes I I 3 corms espec ally in lunedich-s where our clients will be ND1E TOHoMaowNea "t Opt Deck "' II g building again. 1-Exterior walls 2x6 wood stud @ 16",c.Provide rhasa�omwcuon plans ARB HOT a can d your 168 sq h q - Family Deaf E1rer1d>DdV. nsulat on&vapor banner conforming to stale or local codes. waswcuon wnrnd mM yourbu Wer unbss roar Pas - N m n•-1^x t4'-5^ 05 Study w Interior sheathing 1/2" board.Provde 1/2"emaror eememseca'es at they are vour P&5 er:e'rs . I U 248 sgft 7b"x14'-5' With Nese dravnn NI' -is tat far gypsumanachmenn Aka the bu Were spedaauons ora re.iew r n LL 108s h BsamPYriB Bmn ding la sheathing,house-pwth drainage plane and siding. 4 es BrbdesMbeS=youendy-buWer Q "'-'1 1 j -' q con hvsfi,n only at 16-a Stanton Woods North Andover MA by orfar Provide step flashing al walls adjacent to root planes. eareeahNa buaaer wodd bulla for you.we here at.rtlorm 3 p Groan&Company.Th L Buld and dose not'ndude e Home Plans do not have the eulhorly to obtaale your for construction Only at: ry license io modify.ax p q' d conform to building code or z-Nleriorwanszx4wooaswd@16 oc,unless noted balearWrm�aayaawthamanfaslkaireplacaeand { 16.4 Stanton Woods,North Andover,MA m Imfdlb,lderelown¢isr¢,pon:bale. otherwise. vo ms BLOn reelb--you and your bull- U by or for Green&Company -Alf-1,h,s associated min construction at the listed address. 3-Roof-see structural for rafter sizes.Provde5/8 Post Dimensions _ ..) { -Prcng or preliminary d'scussons with g deo#ials for .er or rated roof sheathing 15#roofing felt,Ice&water o construction at Other adtlresses with p' lib 1 to AMom, shield at eaves and valleys p edge an 14'-0" 5'-11" B'-9" 5 8... .5 7 3l4" 4', 1/4" 20'-0" aluminum dirt tl tl Home Plans-rh use the Contact form r the web s le hllc'(L asphalt shingles or metal roofing.Structurenatcalculated 6'-11/2' '1 T-2--- .-"--r i 6-8" 6 0't-� 11'-171/2" 8'-01/2" www aMonnhomeolans tom/contacLaSw to support slate or tile.Flash all penetrations.Provide __ -_ _ It cricket at any added chimneys. _ _ 09-3068 No[Permitted: W05(�.'86.25" -Applicat on for any perm a or other approvals for mnstrudion at 4-Provde roof and/or ceiling insulation per code Provide Q I o II. I T 012-6068 ml propert es other than the listed address including but not limited Ht and ridgevents where regwretl for insulation strategy. 7'-0" ]'-0" ` J ow to constmcbon-ng cardio ton or desgn nevem (Verily ca th code officer-closed call spray foam or dense- r \o Garage 23'- -Modficafan of Ne basic design. pack cellulose installed at ratters and fling ridge and eaves At kitchens.confim window 21'-6"x 23'-0" generally contra-indicates venting,batt insulation always location,center window o sink - Mud 494 sq H Use of Mese erawings outside Nese parameters is a violation o/ _ WOS @ 86.25' -_- -- n 25 5 H federal co hl law,punishable b both civil edion and criminal requires venting). and always double check Note:Where doors are not q 6 Number of risers may vary with pydg y clearance to selected th-keplash dimensioned.common sense 8 Ga age slab elevation-Con/ono pro-.ion.Ifs also stealing or enabling Nen,which doesn't 5-Provide smoke deleclore where shown,where required See Cross Section For Wall He his 4 graphic placement govern. =D11-0068 to all code requirements q sutltlanty become lass baa fact because It's'inlellectuel property. by code and where required by local authorities. - _ - Making manges,even sigmOcant manges,does not change this. n i Closet Under copyright law,met,'derivative works'.you still used our 6-Provide fire resistive materials where required by code. Optional Island Dinin I CO ) 10 sq H work,ane we sou avant signircam ume preparing it.quite possibly including but not limited io,fbeslo 1 tralione.12" 4 Trimmed openings ere not on door ---_- 9 O - Conform to all code requirements.inducting but in the wee hours when everybody else was sleapingl g Aping a gene schedule,and sizes are 11'-8'x 14'-0' i SD -__ not limited to drywall on walls and 5/8'dry-11 on ceilings to separate approx mate.Adjust to fit trim and/ -- 166 sq ft i !m c We can provide drawings suitable for use in obtaining design o garage(where garage present in design)from dwelling.and or balance trim with sed wall. 1-Provide gypsum board at walls and/or ceilings m E zoning approvals without incurring the expense of a full set of r separation of dwellings(where more than one dwelling exposed 6 ( ( Dry is always an fight per code for separation of garage from living ¢ @ construdian tlrawings.Conrad us for more inforrnation.we present in design),and protection of flammable insulation �'�4.R�0� `� Kitchen I- 1 areas. 8 =ff wainmavow reasonableare as treasonable mals.jest nm have materials. v' C m rwork stolen. ..K✓Ctr 1--. -F-9 12' 3 __ ___1O_ 168 s H m i 2-Provide fire rated and/or self closing tloors per m$2 t 7-Confirm bottom of window opening relative to frame. 4_ __ 13'-5"x 17'-0' _ __ __ _�-_ q_ _ __/ .-x- Ld -- -mde for se oration of from livin —'- - -'-Q' — � 2— Adjust head heights as red to conform to IRC 2009 � 229 sq H / o l p n j ry p garage g areas. _a R6112.2,or Provide code approved guards. Ceiling Height=120' o 35 sq H -c e q 3-Protect dud and other penefetions per code v : - 3'-10 1/2"%1'-1' 4'-2' for separation of from living r!U= 3 B-Compliance with code requirements for rooms-and Trimmed Opening wIHaH Wall para garage g areas. � � m DCS2d68 1 dearaI an w.(hallway/2"dry,room sizes,trap)assume 1/2' _- __ _ _ _ __ ___ 4-__ F-5274-