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HomeMy WebLinkAboutMiscellaneous - 148 CANDLESTICK ROAD 4/30/2018 f \ III CANDLESTICK ROAD ad ` 210/106.A-0100-0000.0 1\ s ,(7 I i r L COMMONWEALTH OF MASSACHUSETTS Z EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS x d DEPARTMENT OF ENVIRONMENTAL PROTECTION F yQ y�V �M see TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address:_148 Candlestick Road_ _North Andover_ Owner's Name: Gregory Sarmanian_ Owner's Address:_148 Candlestick Road —North Andover,Ma 01845_ Date of Inspection:2/27/2006 Name of Inspector: Neil J.Bateson_ Company Name: Bateson Enterprises Inc._ Mailing Address:_111 Argilla Road_ _Andover,Ma.01810_ Telephone Number:_(978)475.4786_ CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: X Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: _2/27/2006— The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments: ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. i Page 2 of 11 i OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address:_148 Candlestick Road- -North Andover_ Owner:_Sarmaman_ Date of Inspection: 2/27/2006_ Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: X I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: i B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass.Answer yes,no or not determined(Y,N,ND)in the for the following statements.If"not determined"please explain. The septic tank is metal and over 20 years old*or the septic tank (whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced I obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): i broken pipe(s)are replaced j obstruction is removed k ND explain: Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address:_148 Candlestick Road_ _North Andover_ Owner:_Sarmaman_ Date of Inspection:_2/27/2006_ 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 it 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 sur_face water supply or tributary to a surface water supply. _ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well".Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: i Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address:_148 Candlestick Road_ _North Andover— Owner:_Sarmaman_ Date of Inspection: 2/27/2006 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: _ _No_ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool No Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool No Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool No Liquid depth in cesspool is less than 6"below invert or available volume is 1/2 day flow. _No_ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped No Any portion of the SAS,cesspool or privy is below high ground water elevation. _No_ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _No_ Any portion of a cesspool or privy is within a Zone 1 of a public well. _No_ Any portion of a cesspool or privy is within 50 feet of a private water supply well. _No_ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] _No_(Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure E. Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or`�no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone 11 of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. i Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address:_148 Candlestick Road_ _North Andover_ Owner:_Sarmaman_ Date of Inspection:_2/27/2006_ Check if the following have been done.You must indicate"yes"or"no"as to each of the following: I Yes No _Yes_ _ Pumping information was provided by the owner,occupant,or Board of Health No Were any of the system components pumped out in the previous two weeks? _Yes_ _ Has the system received normal flows in the previous two week period? i No Have large volumes of water been introduced to the system recently or as part of this inspection? Yes _ Were as built plans of the system obtained and examined? Yes Was the facility or dwelling inspected for signs of sewage back up? Yes _ Was the site inspected for signs of break out? Yes_ _ Were all system components,excluding the SAS,located on site? i _Yes_ _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? _Yes_ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes no _Yes_ _ Existing information. _Yes _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distan_ceis unacceptable)[3 10 CMR 15.302(3)(b)] Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address:_148 Candlestick Road- -North oad__North Andover- Owner:_Sarmanian_ Date of Inspection: 2/27!2006_ FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3_ Number of bedrooms(actual):_4_ DESIGN flow based on 310 CMR 15.203_450_ Number of current residents: Does residence have a garbage grinder(yes or no): Yes_ Is laundry on a separate sewage system(yes or no):_No_ Laundry system inspected(yes or no): _ Seasonal use: (yes or no): No Water meter reading: Yes_ Sump pump(yes or no):_Nom - Last Last date of occupancy:_Current COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203):_gpd Basis of design flow seats/ ersons/s ft,etc. : Grease — trap present(yes or no): Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information:_Pumped 2005,owner_ Was system pumped as part of the inspection(yes or no): Yes_ If yes,volume pumped:_1000 gallons--How was quantity pumped determined?_Measured tank_ Reason for pumping: _Inspect tank&tees_ TYPE OF SYSTEM X Septic tank,distribution box,soil absorption system _Single cesspool_Overflow cesspool Privy _Shared system(Yes or no)(if yes,attach previous inspection records,if any) _Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank _Attach a copy of the DEP approval _Other(describe): Approximate age of all components,date installed(if known)and source of information: Tank original,d-box& field 14 years old. 1/8/1992,as built plan_ Were sewage odors detected when arriving at the site(yes or no):_No i Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:_148 Candlestick Road_ _North Andover_ Owner:_Sarmaman_ Date of Inspection:_2/27/2006_ BUILDING SEWER_X_ (locate on site plan) li I Depth below grade:_20" Materials of construction: _cast iron _40 PVC other Distance from private water supply well or suction line_ Comments(on condition of joints,venting,evidence of leakage,etc.) _Finished cellar,unable to see piping` SEPTIC TANKS:_X_ Depth below grade:_8"_ Material of construction: X concrete metal fiberglass _ _ _ __polyethylene _ g _other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 10'x 5'x 4'_ Sludge depth:—2"— Distance "_Distance from top of sludge to bottom of outlet tee or baffle:—25"— Scum 5"_Scum thickness:_2" Distance from top of scum to top of outlet tee or baffle:_8" Distance from bottom of scum to bottom of outlet tee or baffle:—19"— How 9"_How were dimensions determined:_Tape Measure_ Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc. Pumped septic tank.Inlet tee ok.Outlet tee ok.Depth at outlet invert.No evidence of tank leaking. j I GREASE TRAP:_(locate on site plan) Depth below grade:_ Material of construction:_concrete_metal_fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Page 8 of 11 i OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:_148 Candlestick Road_ North Andover Owner:_Sarmaman_ Andover— Owner: of Inspection:_2/27/2006_ e of ins ection locate on site plan) TIGHT or HOLDING TANK: (tank must be pumped at time p )( p ) I Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: X Depth below� _grade _3' � I Depth of liquid level above outlet invert: 0 Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.):–D-box level&distribution equal.No evidence of carryover.No evidence of leakage. PUMP CHAMBER:_(locate on site plan) Pump in working order(yes or no):— Alarm in working order(yes or no):— Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address:_148 Candlestick Road_ _North Andover_ 'Owner:_Sarmanian_ Date of Inspection:_2/27/2006 SOIL ABSORPTION SYSTEM(SAS):_X (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number:_ leaching chambers,number:, leaching galleries,number: _ leaching trenches,number,length: X leaching field,number,dimensions:—1 field 15'x 601 _ overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.):_Soil ok.No sign of ponding to surface. CESSPOOLS: Number and configuration: Depth—top of liquid to inlet invert: Depth of sludge layer: Depth of scum layer:_ Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no):_ Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.):_ PRIVY: (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): Page 10 of 11 OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:_148 Candlestick Road_ _North Andover— Owner:_Sarmanian_ Date of Inspection: 2/27/2006 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet.Locate where public water supply enters the building. A to 1=40.7' House A to 2=36.2' Water A to Box#1 =40.5' A Meter Garage A to Box#2=38.7' Driveway A to Box#3=65.6' B B to 1=32.3' Bto2=29' B to Box#1=39.5' BtoBox#2=42' B to Box#3=49.5' Septic Tank 2 1 Box Box #1 #2 Box# 1 to old system is capped off. Vent Li e Box #3 I Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:_148 Candlestick Road _ _North Andover— Owner:_Sarmanian_ Date of Inspection:_2/27/2006 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water _4',no water_ Please indicate(check)all methods used to determine the high ground water elevation: X Obtained from system design plans on record-If checked,date of design plan reviewed:_6/4/1977 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: No water 4'deep on old design plan_ i Iii LC 7� IL Nk 'own" mitt*44%4M.4 W"*,* r-1 rA 2 I Ilk,I M ro 14 mom mg, 1-40w)-ml W4 A N'_ ZWwwN"*4_ rn I�.Xo r4 to 00 04 =cow sR N? to =mom ==Oom, m_Am ' 14 AX, 71D M %Mv F-I lLi r-r 0-wj:3 7.1 4D cr, ZO=> Z WC Z r—I=> t�z ATz 0 r7i AW rr r7l co V a Mj Summary Record Card generated on 3/3/2006 2:26:20 PM by Elaine Barclay Page 1 Town of North Andover Tax Map # 210-106.A-0100-0000.0 148 CANDLESTICK ROAD SARMANIAN, GREGORY H. 148 CANDLESTICK ROAD N. ANDOVER, MA 01845 Class 101 Single Family Property Type 1 Residential Size Total 1.03 Acres FY 2006 UB Mailing Index Name/Address Type Loan Number Active/Inact. From Until SARMANIAN, GREGORY H. Payor 148 CANDLESTICK ROAD N. ANDOVER, MA 01845 UB Account Maint. Account No Cycle Occupant Name Active/Inactive Bldg Id. 17685.0- 148 CANDLESTICK ROAD Last Billing Date 1/10/2006 3170355 03 Cycle 03 Active UB Services Maint. Service Code Rate Charge Multiplier/Users MISCFEE'ADMIN FEE 0.635/8 7.82 1/ WTR WATER 01 ALL METER SIZE 120.38 /1 UB Meter Maintenance Serial No Status Location Brand Type Size YTD Cons 0025328176 a Active ENC F.RT. ? w Water 0.63 0.63 0 Date Reading Code Consumption Posted Date Variance 12/21/2005 3359 a Actual 30 1/17/2006 46%. Trouble Code:03 9/20/2005 3329 a Actual 19 10/14/2005 -34% Trouble Code:03 6/27/2005 3310 a Actual 30 7/15/2005 70% 3/30/2005 3280 a Actual 21 4/5/2005 -60% 12/14/2004 3259 m Manual estimate 40 1/14/2005 -386/o 9/24/2004 3219 a Actual 84 10/8/2004 20% 6/11/2004 3135 a Actual 38 7/30/2004 126% 4/15/2004 3097 a Actual 36 5/17/2004 0% Trouble Code:03 12/15/2003 3061 n New Meter 0 12/15/2003 0% Tel: (978) 475-4786 Fax: (978) 475-5451 TE ON ENTERPRISES BA S , INC. Excavating-Water.& Sewer Lines-Septic Systems&Pumping Service 111 Argilla Road Andover, Mass. 01810 I Title 5 Inspection Report Property Address: 148 Candlestick Road, North Andover Owner: Sarmanian Date of Inspection: 2/27/2006 My report contained herein does not constitute a guarantee of future usage and the functionality of the existing septic system Such report issued herewith is merely based upon my observations, and I hereby disclaim any further operation of your current septic system Neil J. Bateson Bateson Enterprises, Inc. i Commonwealth of Massachusetts City/Town of System Pumping Record Form 4 DEP has provided this form for use by local Boards of Health. The System Pumping Record must be submitted to the local Board of Health or other approving authority. . A. Facility Information Important: When filling out 1. System LOIC8tion: forms the computer,use only the tab key Address to move your cursor-do not use the return Cityfrown State Zip Code key. de--h 2, System Owner: Name "QfA Address(if different from location) i City.frown State / Zip Cod e8 3 -33 II e Telephone Number B. P. umping :Record 1. Date of Pumping Date 2. Quantity Pumped: `. cJ Gallons 3. Type of system: ❑ Cesspool(s) ptic Tank ❑ Tight Tank ❑ Other(describe): 4. Effluent Tee Filter present? ❑ Yes 9-fl-o-' If yes, was it cleaned? ❑ Yes`❑ No 5. Condition of Syste \ 6. System Pumned y- Name Vehicle License Number Company —. 7. Location w ere Conten wer disposed: Signature Alf H uler Date hftp://www.mass.gov/dep/Water/approvals/t5forms.htm#inspect t5form4.doc•06103 System Pumping Record•Page 1 of 1 j I I TOWN OF SYSTEM PUMPING RECORD DATE: SYSTEM OWNER& ADDRESS SYSTEM LOCATION iv (example:left front of house) t DATE OF PUMPING: 'a Sr QUANTITY PUMPED : GAL DNS CESSPOOL: NO YES SEPTIC TANK: NO YES NATURE OF SERVICE: ROUTINE EMERGENCY OBSERVATIONS: GOOD CONDITION FULL TO COVER HEAVY GREASE BAFFLES IN PLACE ROOTS LEACHFIELD RUNBACK EXCESSIVE SOLIDS FLOODED SOLIDS CARRYOVER OTHER(EXPLAIN) SYSTEM PUMPED BY: Bateson Enterprises, Inc. COMMENTS: CONTENTS TRANSFERRED To: G.L.S.D Lowell Waste Commonwealth of Massachusetts Massachusetts System Pumping Record i System Owner System Location Date of Pumping: Quantity Pumped: (Zt2allons Cesspool: No [ Yes [I Septic Tank: No [] Yes [ � F f System Pumped by: T4&, W saaotaw License# Contents transferred to: Greater Lawrence Sanitary District Date: Inspector: ?, 7 i I Com onw alth orMassachusetts ' Massachusetts i stem Purn�ing Record System Owner System Location v&cvA l Ccs llate of Pumping l QurPumped: C 4- fLa11 ns I Cesspool: No Yes U Septic Tank: No ❑ Yes Ll i System Pumped by: Fare4ort gffaot ftmed License# Contents transrerrred to : Greater Lawrence Sanitary District Date: Inspector: I 10 " 1 MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS 66 PARK STREET • ANDOVER, MASSACHUSETTS 01810 • TEL(508)475-3555, 373-5721 • FAX(508)475-1448 December 19, 1991 Mr . Joseph Watson Joseph W. Watson , Inc . 53 Dascomb Road Andover, MA 01810 RE: Septic System Failure - #148 Candlestick Road North Andover , Massachusetts I Dear Joe : As per your request, we have investigated the apparent failure of the subsurface disposal system on the subject site . Our investigation consisted of research at the Town of North Andover Health Department for any existing construction plans and records , consultation with Mr. Michael Rosati the Town Health Inspector, and on site field inspection . Copies of the proposed construction plans and as-built plans of the existing subsurface disposal system were obtained. In accordance with the State and Town Regulations regarding subsurface disposal systems the proposed construction plans for the site ( dated 11 /2/78 ) show a proposed location for the leach- ing field and a "reserve area " where , in the case of failure of the existing leaching field , an alternate "new" leach field could be constructed. Review of the as-built plan (dated 5/29/79 ) revealed that the existing leaching field had actually been constructed so that it encroaches approximately 20 feet into the reserve area . In order to construct a new leaching field in the reserve area it would be necessary to excavate a portion of the existing leaching field and most likely to 10 feet beyond the new replacement field to remove the existing contaminated soil . The excavated soil must then be replaced with a sand or gravel type soil meeting the requirements of State and Town laws . Upon further review of the obtained plans we have developed an alternate area in which a replacement leaching field could be constructed thereby minimizing the amount of excavation of the existing leaching field and contaminated soil . This alternate area also increases the distance between the new leaching field and the relatively steep slope to the rear of the site and would reduce the likelyhood of sewage breaking out of the ground on the slope in the future . We therefore suggest that a new leaching field be constructed as per the location and dimensions shown on the enclosed "Plan for Repair of Subsurface Disposal System. " Mr. Watson Page 2 December 19 1991 We further recommend that any topsoil , subsoil , or contaminated material within 10 feet of the perimeter of the proposed replace- ment leaching field be removed and replaced with sand or gravel meeting the requirements of State and Local codes . The elevation of the replacement leaching field can be set approximately 0. 5 feet higher than the existing leaching field due to the fact that the as-built plan shows approximately 0. 76 feet drop between the outlet pipe of the existing septic tank and existing inlet pipe of distribution box. An elevation drop of only 0. 26 feet would be necessary between the outlet pipe of the existing septic tank and the inlet pipe of the "new" distribution box. Please review our recommendations and contact me so that we may further discuss this matter. If this proposal is acceptable to you we may then contact the Town of North Andover Health Inspector, Mr. Rosati for his review and comments prior to actual construction. Thank you for your cooperation in the matter. Very truly yours , MERRIMACK- ENGINEERING SERVICES ,429PL Les Godin Project Manager sh enc i MERRIMACK ENGINEERING SERVICES,INC. 66 PARK STREET ANDOVER,MASSACHUSETTS 01810 Town of North Andover Health Department Date: ' x a Location: (Indicate Address,if Residential,or Name of Business), �S S Check#: Z�-11 Type of Permit or License:(Circle) ➢ Animal $ ➢ Dumpster $ ➢ Food Service-Type: $ ➢ Funeral Directors $ ➢ Massage Establishment $ ➢ Massage Practice $ ➢ Offal(Septic)Hauler $ ➢ Recreational Camp $ ➢ SEPTIC PERMITS: ❑ Septic-Soil Testing $ ❑ Septic-Design Approval $ ❑ Septic Disposal Works Construction(DWC)$ ❑ Septic Disposal Works Installers(DWI) $ ➢ Sun tanning $ ➢ Swimming Pool $ ➢ Tobacco $ ➢ TrashlSolid Waste Hauler $ ➢ Well Construction $ ➢ OTHER:(Indicate) t Health Agent Initials White-Applicant Yellow-Health Pink-Treasurer 1 w w N N i ,rule • � ��Q.AGIi � UR C 06 qlFrlP7ie-) fluff qoo IeN i G PAPP uF-W Mi►J� , i � � � ►O Mt1.a L.. �1 Q D. PSP 4o0 IX-W.fl►kI(A Flab cru OF Su��ut�gc� �. �I��.�1L SYS�•l�► So 1 WA7-Sot I i uc. • M #1110_ eAuury�,(:VG MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS 66 PARK STREET • ANDOVER, MASSACHUSETTS 01810 • TEL. 608 475-3555, Shy ns WON 64WAD ORONO 67 y! .t. .r ♦O. .a Ab No ol rw : / t - 1 i aJ�••+- x �t a� •,rte-. -=s 7 r.r , ?K r v i� . f� sem: G- ---- -....---- — :�'-- �]OhV _ - -- .. -` ���--LIVI�G?Jd/1'� ,. � G'. �• a,�+� � '„-'r 1�:.••-''"� �/ � / �' f'L i -fes-��� �pj^ . . _ �� f � - �� : :. ..� / �.-� �• �,1,� f nl kA Ai It i!/r�/�///�/.��'J r •;• �. l'S• •I` �' . -01 / �^f, / /fir •� i VR IP17 yf ? ..z�'; � f 77, o� W,f'1•'?S!a..',.�<:-,' f 1 f f111•fi: . If?' �•�I:,s'Se t .T �:E. �. 1 .��ti '7 .Y tV�.,: 1f67a*�' r � .1 f (. . �'; !�� ! � �rYr�. i�•J 6 ' 1};. 14�5 w-)I�J;Y6'?ar<�' !� 4 . r - lrt r�t7Y Ir '� E f i•'+N r T i 1 �. E f 't.y. I •l/Sf <.1•.�j''�f•,. 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