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Miscellaneous - 79 VEST WAY 4/30/2018 (2)
1 Lot & Street Map/Parcel Approved by: r.. Plan Date:___ CONSTRUCTION APPROVAL Has plan review fee been paid: , r " YES NO Permit# Plan Approval: Date: 9 r' Designer: / .— v Conditions: Water Supply: To � Well Well Permit: Driller: Well Tests: Chemical Bacteri a I Bacteria II Plumbing Sign -Off: Comments: Wiring Sign -Off - "U" Approval: Floor Plans Date Issued Conditions: Final Approval: All Permits Paid? YES NO Well Construction Approval? YES NO Septic System Construction Approval? YES NO Cert Date Approved Date Approved Date Approved Form Approval to Issue: YES NO _FIN AL BOARD OF HEALTH APPROVAL: DATE: APPROVED BY: ification? YES NO Other YES NO As Built YES NO Any Variance Needed? YES NO AL BOARD OF HEALTH APPROVAL: DATE: APPROVED BY: .` SEPTIC SYSTEM INSTALLATION Is the installer licensed? O� Type of Construction: NEW REPAIR New Construction: Certified Plot Plan Review YES Floor Plan Review YES NO Conditions of Approval from Form U NO Issuance of DWC permit: YES' NO DWC Permit Paid?( DWC Permit # / �� Installer: S NO DWC Date - ,%_ Begin Inspection: YES NO Excavation Inspection: Needed: Passed: l By: aAil Construction Inspection: Needed: As Built Plan Satisfactory: ' YES NO ,_"e. � 41 Approval of Backfill: Date: By: Final Grading Approval: Date: �� ,� T By: Final Construction Approval: Date: = By: r Certificate of Compliance: Approval: Date: Commonwealth of Massachusetts City/Town of y° System PumpingRecord �uN 2015 Form 4 S'I• w WN pF NORTH AN ENT R DEP has provided this form for use -by local Boards of Health. Other r�rfs'M ���ed, but the information must be substantially the same as that provided here. Before using.this form, check with your local Board of Health to determine the form they use. The System Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility Information 1. System Location: Left / Right front of hous , Le / Rigo rear of hou . , Left/ right side of house, Left / Right side of building, Left / Right front of b irig, Left / Rlg rear of building, Under deck Address% r City/Town — State "�- Zip Code 2. System Owner. Name - Address (d different from location) Citylrown State i C,Qdg Telephone Number B. Pumping 1. Date of Pumping 3. Type of system: ❑ ❑ Other (describe): Cq- 2- Quantity Pumped Septic Tank Date Cesspool(s) 4. Effluent Tee Filter present? ❑ Yes Ld'No '5. Condition ofYs� ��v ill6d 6. System Pumped By: Gallons ❑ Tight Tank If yes, was it cleaned? ❑ Yes ❑ Na Neil. Bateson F5821 Name Vehicle License Number Bateson Enterprises Inc Company 7. Locappawhere contents. were disposed: Date t5form4.doco 06/03 System Pumping Record • Page 1 of 1 Commonwealth of Massachusetts RECEIV City/Town of v JUL 29 2013 Pumping System Record Y P � TOWN of NORTH ANDOViEii Form 4 HEALTH DEPARTMENT DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using.this form, check with your local Board of Health to determine the form they use. The System Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility Information 1. System Location: Left / Right front of hous Fingg.,Left Igh rear of house, eft /right side of house, Left / Right side of building, Left / Right front of bul / Right rear of building, Under deck Address Uj City/Town 2. System Owner. Name Address (if different from location) Citylrown Zip Code Stat r 4 `code Telephone Number B. Pumping Record 43 1. Date of Pumping � 2. Quantity ed: p g Date ' � Pumped: 3. Type of system: ❑ Cesspool(s) Septic Tank 4. ❑ Other (describe): Effluent Tee Filter present? ❑ Yes No 5. Conditi n o �sC mom: � ak 6. System Pumped By: Gallons ❑ Tight Tank If yes, was it cleaned? ❑ Yes ❑ No. Neil Bateson F5821 Name Vehicle License Number Bateson Enterprises Inc Company 7. Locatewhere contents were disposed: G.L,SQ i _ Lowell Waste Water Date t5fonn4.doc• 06/03 System Pumping Record • Page 1 of 1 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return kkey. o U Commonwealth of Massachusetts KcIlioc'vW City/Town of FEB w 12010 System Pumping Record TOWN OF NORTH ANDOVER Form 4 1 HEALTH DEPARTMENT DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. The System Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility Information 1. System Location: Left fro left rear left We -'of ho se. RI ht front, right rear, right side of house. Address V , //�„ . City/Town State V `6Z�iipp"C'ode 2. System Owner: Name Address (if different from location) City/TownZip B. Pumping Record 1. Date of Pumping 3. Type of system: 0 0 Other (describe): �-A ct n V-\. \ Stat7e Telephone Number L� Date 2. Quantity Pumped Cesspool(s) 0-9,eptic Tank �� Uv Gallons 0 Tight Tank 4. Effluent Tee Filter present? 0 Yes — No If yes, was it cleaned? 0 Yes 0 No 5. Condition of System: 6. System Pumped By: Neil Bateson F 5821 Name Vehicle License Number Bateson Enterprises Inc Company 7. Location where contents were disposed: .L.Lowell Waste Water of Date t5form4.doc• 06/03 System Pumping Record • Page 1 of 1 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. VQ Commonwealth of Massachusetts City/Town of VEE7 System Pumping Record Form 4 JUN 2 5 2008 N ANDOVER DEP has provided this form for use by local Boards of H ifiL ther- rmsrmayTbe sed, but the information must be substantially the same as that provi�efore using this form, check with your local Board of Health to determine the form they use. The System Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility Information 1. Systjm Loc � -,p — Address �/ f� �/ j: A-41A� Citylrown r Stat(e9e 2. System Owner:t1 P�0' Name Address (if different from location) Citylrown B. Pumping Record 1. Date of Pumping 3. Type of system: ❑ ❑ Other (describe): Zip Code State4,z'p Cade ? —7 Telep one Number Date 2. Quantity Pumped: I�S�J Gallons Cesspool(s) Septic Tank ❑ Tight Tank 4. Effluent Tee Filter present? ❑ Yes P11-0 If yes, was it cleaned? ❑ Yes ❑ No 5. Condition System: VA-eA � SU\ 6. Systerrl IPur peck By: Eot7(�cm\ f Name �✓Q�l �� Vehicle License Number Company 7. Location',Innfm Signature Date t5form4.doc• 06/03 System Pumping Record • Page 1 of 1 Commonwealth of Massachusetts City/Town of NORTH ANDOVER, System Pumping Record Form 4 MASSACHUSETTS 5. Condition of System: 6. System. ;m By: Name �J r -- Company 7. Location where contents were disposed: C ';--6 6 Vehicle License Number Ent Ci ung -- -- At.g.o4m IAIA tar Plant Signature ��e Date http://www. mass.gov/dep/water/approva�l&ms.htm#inspect t5form4.doc• 06/03 System Pumping Record • Page 1 of 1 DEP has provided this form for use by local Boards of Health. The System�umpina Record must be submitted to the local Board of Health or other approving authority RECEI Eb 7 A. Facility Information JUL 2 0 2006 Important: When filling out 1. System Location: TOWN Oi= NORTH ANDOvt-R forms on the 1,, S � C� �/L �j _f HEALTH DEPARTMEr r; computer, use !'� / only the tab key to move your A dr s V cursor - do not use the return City/Town State Zip Code key. "s 2 System Owner: y � L.d �► (/�- L It _ Name Address (if different from location) City/Town State Zip Code Telephone Number B. Pumping Record © O 1. Date of Pumping ate 2. Quantity Pumped: Gallons Mons 3. Type of system: ❑ Cesspool(s) 6 eptic Tank ❑ Tight Tank ❑ Other (describe): 4. Effluent Tee Filter present? ❑ Yes ❑ No If yes, was it cleaned? ❑ Yes ❑ No 5. Condition of System: 6. System. ;m By: Name �J r -- Company 7. Location where contents were disposed: C ';--6 6 Vehicle License Number Ent Ci ung -- -- At.g.o4m IAIA tar Plant Signature ��e Date http://www. mass.gov/dep/water/approva�l&ms.htm#inspect t5form4.doc• 06/03 System Pumping Record • Page 1 of 1 Commonwealth of Massachusetts City/Town of NORTH ANDOVER System Pumping Record Form 4 Telephone Number B. Pumping Record 1. Date of Pumping Date Gallons 2. Quantity Pumped: �5 3. Type of system: ❑ Cesspool(s) 2-9eptic Tank ❑ Tight Tank ❑ Other (describe): -- 4. Effluent Tee Filter present? ❑ Yes ZKo 5. Condition of System: ny-, 6. SY1419 m Pumped B Nam Company 7. Locatloo where contents ere disposed: /� 10'1 ?X- contents 72 '6 http://www. mass.gov/dep/�atef/approvals/t5forms. htm#inspect If yes, was it cleaned? ❑ Yes ❑ No Vehicle License Number N !I Date t5form4.doc• 06/03 System Pumping Record - Page 1 of 1 MASSACHUS DEP has provided this form for use by local Boards of Health. Th Pum ing Record must be submitted to the local Board of Health or other approving auth rity. RECEIVED A. Facility Information JUN - 8 2006 Important: When filling out 1 • System Location: TOWN OF NORTH ANDOVER forms on the /r 9 R HEALTH DEPARTMENT computer, use �,n G only the tab key to move your Ad ress �(j�� ,tilL�ZUA cursor - not use the return City/Town State Zip Code key. 2. System Owner: Name Address (if different from location) — City/Town State Zip Code Telephone Number B. Pumping Record 1. Date of Pumping Date Gallons 2. Quantity Pumped: �5 3. Type of system: ❑ Cesspool(s) 2-9eptic Tank ❑ Tight Tank ❑ Other (describe): -- 4. Effluent Tee Filter present? ❑ Yes ZKo 5. Condition of System: ny-, 6. SY1419 m Pumped B Nam Company 7. Locatloo where contents ere disposed: /� 10'1 ?X- contents 72 '6 http://www. mass.gov/dep/�atef/approvals/t5forms. htm#inspect If yes, was it cleaned? ❑ Yes ❑ No Vehicle License Number N !I Date t5form4.doc• 06/03 System Pumping Record - Page 1 of 1 FORM 4 - SYSTEM PUMPING RECORD '7J 4F HEKTH —62002 Commonwealth of Massachusetts North Andover, Massachusetts System Owner: Joseph Margi 79 Vest Way North Andover System Pumpincr Record System Location: rear yard Date of Pumping: May 6, 2002 Quantity Pumped: 1000 gallons Cesspool: No /X/Yes L_/ Septic Tank: No L_/ Yes LX/ System Pumped by: Service Pumping & Drain Co., Inc. License # 109 -OOH Contents transferred to: Lawrence Treatment Plant Date: May 6, 2002 Pumper: S.D. This is PROPRIETARY and CONFIDENTIAL information that may be used only by the Board of Health for regulatory purposes. m Owner Type: Emergency Cesspool: No Date of Pumping: System Pumped By: Wind River Envimmmefal, LLC Contents transferred to: Commonwealth of Massachusetss : Massachusetts System Pumoina Record Routine Yes Contents Disposed at: 1 Date: Pumper Signature: of System/Other Comments Location Dep Approved from - 12/07/95 Form 4 -- System Pumping Record Septic tank: w ElYes Quantity Pumped: l 6allons Permit #: 11. FORM 4 - SYSTEM PUMPING RECORD CURRIER SEPTIC & DRAIN SERVICE 107 FOREST STREET; MIDDLETON, MA 01949 " (978) 774-2772 COMMONWEALTH OF MASSACHUSETTS P ' MASSACHUSETTS SYSTEM PUMPING RECORD SYSTEM OWNER: �V4l7 I 7g /u•r�av�� (-' W-- qO 3 SYSTEM LOCATION: ram c c �c� 661 DATE OF PUMPING: 161A61,16 QUANTITY PUMPED: CESSPOOL: NO Q�YES SEPTIC TANK SYSTEM PUMPED BY: CURRIER SEPTIC & DRAIN SERVICE CONTENTS TRANSFERRED TO: 6- k 'S h DATE: 1,-d °2� a INSPECTOR: GALLONS NO = YES U COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION , Property Address: 7 Ve—Sf W AI • /fin dU✓t it. Owner's Name: An Va t' Owner's Address: 7 Wt f UVW .n ). onkl e It /VM' Date of Inspection: Sopkynbty- 16, aW3 Name of Inspector: (please print) ijih�i L_lurf i e K, _ ' la� J Company Name: Windriver Environmental Mailing Address: 571 Motes ST Wpo r1 tM R Telephone Number: (g743) g.0- 45ov .,. CERTIFICATION STATEMENT 1 certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: ✓Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signatu'rie: ( 4 _ Date: &,, o3 The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP) within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Page 2 of I 1 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: %e% MeS-i &." Owner: Cc Date of Inspec ion: :54 c2w3 Inspection Summary: Check (Y,B,C,D or E / ALWAYS complete all of Section D A. System Passes: 2. I have not found any information which indicates that any of the failure criteria described in 310 CMR 1 .303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: 4 0 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. .uc) 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: .n10 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): No broken pipe(s) are replaced obstruction is removed distribution box is leveled or replaced ND explain: 00 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): oo broken pipe(s) are replaced xo obstruction is removed ND explain: Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: `71 VtSf- NR �nr�%r,LJP/I sM,�I Owner: jA4_ Date of Inspection:y_ C. Further Evaluation is Required by the Board of Health: NQ 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: tio Cesspool or privy is within 50 feet of a surface water No Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: AXD 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. ,X > The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ,,L The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ,&UThe system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: Page 4 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: `711 W54 t&&V N, �7/ldbe�C�( ✓YI f� Owner: Date of Inspect` D. System Failure Criteria applicable to all systems: You must indicate "yes" or "no" to each of the following for all inspections: Yes No _ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or / clogged SAS or cesspool Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool nIJA Liquid depth in cesspool is less than 6" below invert or available volume is less than '/� day flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped Any portion of the SAS, cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _ ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. _ Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] "C_) (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 II of a public water supply well If you have answered "yes" to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. Page 5 of I 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 79 L&S� Lt tGt Owner: Date of Inspec 'on: _f wthn J& alu 3 Check if the following have been done. You must indicate "yes" or "no" as to each of the following: Yes No Z 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 ? J _ 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 _ 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) [3 10 CMR 15.302(3)(b)] Page 6 of I 1 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: *M Ile Owner: A4, Date of Inspection: ry 3 FLOW CONDITIONS RESIDENTIAL Number of bedrooms (design): 4 Number of bedrooms (actual): 4 DESIGN flow based on 310 CM{pR� 15.203 (for example: 110 gpd x # of bedrooms): 410 Number of current residents: Does residence have a garbage grinder (yes or no): A, Is laundry on a separate sewage system (yes or no): rJp [if yes separate inspection required] Laundry system inspected (yes or no): _ Seasonal use: (yes or no):,o Water meter readings, if available (last 2 years usage (gpd)): A) 1A Sump pump (yes or no): Nei Last date of occupancy: t&Atfth 1 COMMERCIAL/INDUSTRIAL Type of establishment: Design flow (based on 310 CMR 15.203): gpd Basis of design flow (seats/persons/sgft,etc.): Grease trap present (yes or no): _ Industrial waste holding tank present (yes or no): Non -sanitary waste discharged to the Title 5 system (yes or no): _ Water meter readings, if available: Last date of occupancy/use: OTHER (describe): GENERAL INFORMATION Pumping Records Source of information: T Lots)- Was system pumped as part of the inspection (yes or no): AJO If yes, volume pumped: gallons -- How was quantity pumped determined? Reason for pumping: TY>�E 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) Tight tank _ Attach a copy of the DEP approval _ Other (describe): Approximate 4&e of all components, date installed (if known) and source of information: Were sewage odors detected when arriving at the site (yes or no): t) Page 7 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: -71 LP-Sf L&x,-q ,N • "Ove a Owner: Mc.cc�� Date of Inspectlo`n: 5T ,nnlrpr `t., Ago 3 BUILDING SEWER (locate on site plan) Depth below grade: Z,a " Materials of construction: _cast iron /40 PVC _other (explain): Distance from private water supply well or suction line: Comments (on condition of joints, venting, evidence of leakage, etc.): y,Jo Signs d4 LecO" z ov 5rv".\%s SEPTIC TANK:\AP-5(locate on site plan) Depth below grade:1011 Material of construction: ✓oncrete _metal _fiberglass _polyethylene —other(explain) If tank is metal list age: _ Is age confirmed by a Certificate of Compliance (yes or no): — (attach a copy of certificate) Dimensions: ►y'L`� 1C 5 Lf Sludge depth: G" Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: " Distance from top of scum to top of outlet tee or baffle: G" Distance from bottom of scum to bottom of outlet tee or baffle: < < How were dimensions determined: e ple Syyeot✓ux� Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): ..&Jn Scdr.� "'4 Gecxk" ,o T-" rJr aKcvn 4 4Ct✓Ik. Reo-'Rec erre GREASE TRAP:,&Xz(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 I 1 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 701 UCSF way ry ,4ndoueia. mm4 Owner: Date of Inspection: R� K 1G.�3 TIGHT or HOLDING TANK: Agj (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present (yes or no): Alarm level: Alarm in working order (yes or no): Date of last pumping: Comments (condition of alarm and float switches, etc.): DISTRIBUTION BOX: eS (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Of_ 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.): eyc) "Sc cs� ��jcc�c,e -!U (o xiTlc� D- Rnx 'li -f�teS G�11 S�Gh s PUMP CHAMBER: *e_c-2 (locate on site plan) Depen i6tkow Glm4c a,h" Pumps in working order (yes or no): Alarms in working order (yes or no): _"e - Comments cComments (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: _7"L UCSF W� ry , e Yt. Owner• Mcxyo6 Date of Inspection: embe( 1(0 AW3 SOIL ABSORPTION SYSTEM (SAS): 4f� (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: Q 4-aesTW X 53`L X /'Deep leaching fields, number, dimensions: overflow cesspool, number: innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): CESSPOOLS: N(3 (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth —top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow (yes or no): Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): PRIVY: g c3 (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: rt 6l'L/" Lie K. Owner: vo Date of Inspectio : 5er>1ekm 1L 16. ?cv S 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. c5ee RV -g ped q5-bu�N}-_ Page 11 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: _n 1les+ tnxoq du. rdoue 0 Owner: fi\Gy,! ; Date of Inspect 01n: 1t 201D3 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water S't feet Please indicate (check) all methods used to determine the high ground water elevation: Obtained from system design plans on record - If checked, date of design plan reviewed: _ Observed site (abutting property/observation hole within 150 feet of SAS) _ Checked with local Board of Health -explain: _ Checked with local excavators, installers- (attach documentation) Accessed USGS database -explain: You must describe how you established the high ground water elevation: EACH LEACHING TRENCH IS T WIDE AND 53' LONG . PUMP CHAMBER IS i,000 GALLON, REGULAR DUTY, MONOLITHIC [/ CLAY BARRIER v / TAP FI . 14? 2! 5 vent 1000 GAL.PUMP CHAMBER 2 Date: July 27, 1998 Town of North Andover, Massachusetts BOARD OF HEALTH CERTIFICATE OF COMPLIANCE This is to certify that the Individual Soil Absorption Sewage Disposal System constructed ( ) or repaired ( X ) by, Ray Fraser, at 79 Vest Way, North Andover, MA 01845 has been installed in accordance with Board of Health Regulations as described in the Design Approval Site System Permit #986-3 dated 6-11-98. The issuance of this certificate shall not be construed as a guarantee that the system will function satisfactorily. "V&x :�")�Ie Board of Health SS/cjp Revised: 7/20/98 The undersigned hereby by TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION that the Sewage Disposal System ( ) constructed; (repaired; located at VG was installed in conformance with the North Andover Board of Health approved plan, System Design Permit C ,PZdated G 'l! , with an approved design flow of /—/ 41D gallons per day. The materials used were in conformance withthose specified on the approved plan; the system was installed in accordance with the provisions of 310 CMR 15.000, Title 5 and local regulations, and the final grading agrees substantially with the approved plan. All work is accurately represented on the As -built which has been submitted to the Board of Health. Bed inspection date: 7//S/96 Final inspection date: Installer: Design E Date: Date: / 0 July 7, 1998 Sandra Starr North Andover Board of Health Administrator Office of Community Development and Services 30 School St. North Andover, MA 01845 RE: Title V review for 79 Vest Way Dear Sandra, We find that the most recent submittal of plans and information (including a fax from the design engineer that we received today) for 79 Vest Way does not contain any problems with regard to the checklist. We have received buoyancy calculations, the septic tank has been designated as "H-10" loading, and on the application is a request for a local variance from the 10' spacing between trenches when in fill (6' is proposed). If you have any questions or comments please feel free to contact us. Sincerely Carlton A. Brown, PE/PLS PORT ENGINEERING Civil Engineers & Land Surveyors One Harris Street Newburyport, MA 01950 (978)465-8594 WILLIAM J. SCOTT Director Town of North Andover HORTM OFFICE OF 3? •'`�° �� COMMUNITY DEVELOPMENT AND SERVICES ° AK 30 School Street `• p North Andover, Massachusetts 01845� ",Too �' ; July 9, 1998 Ray Fraser The Fraser Company P.O. Box 365 Danvers, MA 01923 RE: 79 Vest Way Dear Mr. Fraser: This is to notify you that the proposed septic plans dated 6/30/98 for the repair of 79 Vest Way have been approved. Please do not hesitate to call the office if you have any questions. Sincerely, Sandra Starr, R.S. Health Administrator Cc: E. Warnshuis File CONSERVATION - (978) 688 9530 • HEALTH - (978) 688-9540 • PLANNING - (978) 688-9535 *BUILDINGOFFICE - (978) 688-9545 0 *ZONING BOARD OF APPEALS - (978) 688-9541 • *146 MAIN STREET Town of North Andover, iNlassachusetts BOARD OF HEALTH 7 19_ _DESIGN APPROVAL FOR SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant �Q�/�,� `,(,,1� ��j�jJ/� Test No, Site Location % 9 Vg -67' Reference Plans and Specs. Tw ENGINEER DESIGN DATE Permission is granted for an individual soil absoprtion sewage disposal system to be installed in accordance with regulations of the State and the Board of Health. BOARD OF HEALTH Fee fp�y` . Site System Permit No. 7��� July 7, 1998 Sandra Starr North Andover Board of Health Administrator Office of Community Development and Services 30 School St. North Andover, MA 01845 RE: Title V review for 79 Vest Way Dear Sandra, We find that the most recent submittal of plans and information (including a fax from the design engineer that we received today) for 79 Vest Way does not contain any problems with regard to the checklist. We have received buoyancy calculations, the septic tank has been designated as "H-10" loading, and on the application is a request for a local variance from the 10' spacing between trenches when in fill (6' is proposed). If you have any questions or comments please feel free to contact us. Sincerely (;�' 4� Carlton A. Brown, PE/PLS PORT MINERING Civil Engineers & Land Surveyors One Harris Street. Newbury port, MA 01950 (978)465-8594 THE FRASER COMPANY Engineering • Design • Construction RAYMOND T. FRASER II, R.P.E. P.O. BOX 365 • 16 SHEFFIELD ROAD * DANVERS, MA 01923 TEL (978) 774-8148 • FAX (978) 774-3193 July 1, 1998 Board of Health Town of North Andover North Andover, MA Attn: Sandra Starr RE: VARIANCE FROM LOCAL REGS. FOR SYSTEM REPAIR, 79 VEST WAY, NORTH ANDOVER, MA Pursuant to the submittal of the Septic Repair Design Plan for the referenced property, please treat this letter as a request for a variance from local regulations (Section 14.01) for the singular issue related to sidewall seperation of trenches in sand fill. We request that a 6' seperation between the T wide trenches, in full compliance with Title V, be allowed by the Board. In that the plan complies fully with State requirements, and that it otherwise fully complies with all supplemental local regulations, we believe that we have achieved maximum feasible compliance as outlined in Title V. The issue relates to the unavailability of space on the lot to both comply. with this local seperation requirement and avoid a filing with the Conservation Commission for work in the Buffer Zone of nearby Bordering Vegetated Wetlands. The applicants is under significant pressure to close on the property soon, and we are certain that a Conservation Filing would force them to loose their sale and their buyer due to constraints of time. Please advise as to the earliest available agenda time with the full Board at which time this request can be heard, and we look forward to hearing from you soon. Should you have any additional questions, or require further information, please let us know. Sincerely, Raymond T. Fraser 11, R.P.E., Mass Civil Professional Engineering Registration No. 32237 President cc: Mr. & Mrs. Warnshuis THE FRASER COMPANY ENGINEERING • DESIGN • CONSTRUCTION P.O. BOX 365.16 SHEFFIELD ROAD DANVERS, MA 01923 PUMP CHAMBER BUOYANCY CALCULATIONS 79 VEST WAY NORTH ANDOVER, MASSACHUSETTS PREPARED FOR EDWARD & JOAN WARNSHUIS JUNE 30, 1998 BtuC)yRNcy CALCULATIONS y = G2.4 P.C.F. (water) 66cwc - 144 P.C.F. y = 95 P. C. F. C Ear-thA'3,packed) ( 10X GHL. PUMP CHAMBER FINI SH GAADE� 2' 3.6 TOTAL TANK VOL. = 8.0' x 5.17' X 5.67' INS10E TA►JK VOL. _ '1.5' X 4.67' X 5.00 VOLUME OF CONC. = Fc = 59.4 X -144 P.C.F. = 8,554 EL_ = 14.8 �.. GW EL.1 3.3 — EL,14o.1 = 234.5 C.F. = V-15-1 C.F, 59.4 C.F. VOLUME OF FILL QUER TANK = 8.0 'X 5.W X"2 + 82-1 C.F. FF = , 82.7 X 9.5 P. C. F. _ -1-) 8511 � VOLUME OF WATER DISPLACED BV TANK = 8.0'X S.I7'X 3.8' 157.2— C.F. FB = 157.2 X C2.4 P.C.F. = 9,809 T TOTAL FW = 8,554 + 1)859 = IG,411 + IC, 41 i4 >> 9 809 F. S.=i.G`1) 13 w No. F The Commonwealth Of Massachusetts Board of Health Application for Disposal System Construction Permit Application is hereby made for a Permit to Construct ( ) Repair (V/ Upgrade ( ) Abandon ( ) an Individual Sewage Disposal System at: • h1ap/Parcel 4 Address Telephone # (978) G88 -4009 Installers Nime De 's Min' le .. �� . . ■ ►/•\D ■. ■ r� •■ / R. . • •■ to ■ AddressAddress Telephone t,97 • • • • • • Type of Building: Size Lot_ 45,) 985 sq. ft. Dwelling --No. of Bedrooms 4 Garbage Grinder ( ) Other ---Type of Building No. of persons Showers ( ) Cafeteria( ) Other Fixtures Design Flow: 440 gallons per day. Calculated total daily flow 443 . ,I gallons. Plan: Title: "REPAIR" SUBSURFACE S E4 AGE D 15A05RL S.YSTF—JA Dater - I I - 98 Number of sheets I Revision Date: Description of Soil: V F S L — SEE PLA M Nature of Repairs or Alterations (Answer when applicable) REPLWE Fn1 LED S�EEMW E COMRLyWr7 FULLY W iT}) TITLE -Z Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the Environmental Code and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Bo r alth. SignedDate Application Approved By Date Application Disapproved for the following reasons: Date ms The Commonwealth Of Massachusetts Board of Health Certificate of Compliance THIS M TO CERTIFF that the Individual Sewage Disposal System Constructed( ) Repaired ( ) Upgraded ( ) Abandoned ( ) by: Installer (Please Print) Location: has been installed in accordance with the provisions of TITLE 5 of the Environmental Code as described in the application. and the issuance of this certificate shall not be constructed as a guarantee or a warranty of the function or life span of the system. Installer No. Designer Inspector Date The Commonwealth Of Massachusetts Board of Health Disposal System Construction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) an Individual Sewage Disposal System at: Notice To Be Given To The Board Of Health 24 Hours Before Work Begins All Applicable Provisions Of The Wetlands Protection Act Must Be Met DATE Board of Health All Constn)ction must be completed within 3 years Town of North Andover, Massachusetts BOARD OF HEALTH Form No. 1 o SLED 16 -0 �/ • y/ 19 I �op E=PP ,S APPLICATION FOR SITE TESTING/INSPECTION Applicant J. /2V C51141/15 Site Location %/ 11�J``T zt)/d'J Engineer���/"��i NAME ADDRESS TELEPHONE Test/Inspection Date and Time CHAIRMAN, BOARD OF HEALTH Fee/ Test No. S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. Town of North Andover, Massachusetts NORTH BOARD OF HEALTH o _ A fO 2 Oh APPLICATION FOR SITE TESTING/INSPECTION Form No. 1 19 Applicant ; ,. / ;�'� '• '�' NAME ADDRESS TELEPHONE Site Location Engineer. ADDRESS TELEPHONE Test/Inspection Date and Time Fee CHAIRMAN, BOARD OF HEALTH Test No. S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. LOCATION: `% 9 NEW PLANS: SEPTIC PLAN SUBMITTALS YES REVISED PLANS: p YES DATE: DESIGN ENGINEER: $125.00/Plan $ 45.00/Plan /fW -? -'- "el, 9 5 &' C / A�DATE TO CONSULTANT: 7 /,v/ When the submission is all in place, route to the Health Secretary June 26, 1998 Sandra Starr North Andover Board of Health Administrator Office of Community Development and Services 30 School St. North Andover, MA 01845 RE: Title V review for 79 Vest Way Dear Sandra, JUL 6 Please find the checklist for North Andover Septic System Plans for the above- mentioned site. The following is a list of all the `Problem' areas and deficiencies Port Engineering has found. General Information • The plan does not include names of abutters. (NA 8.02I) • The plan shows no waterline or well for the site. 220(4)(m) • Port Engineering has not been notified of whether the local upgrade approval request form has been received. 403(1) • No deed references are shown on the plan. 220(3) Setback Distances 15.21.1 • The setback from the waterline cannot be determined, since it is not shown on the plan. Septic Tank • The existing septic tank is to be re -used if field inspection shows it is adequate. New PVC `tees' are to be installed, but there is no detail of the new `tees' or of the ORT P Iti tank itself. Therefore some information on the checklist is cannot be ascertained. • No buoyancy calculations are provided and tank is below water table. 221(8) ENGINEERING Distribution Box Civil Engineers & • Outlet pipes are not shown to be place level for the first two feet. 232(3)(c) Land Surveyors • Non-native soil compaction below distribution box is not specified. 221(2) One Harris Street i i N . o stone s specified -ox. Newburyport, MA P d beneath the db2212 ( ) 01950 (978)465-8594 Pump Chamber • No stone is specified beneath the pump chamber. 221(2)&228(1) • No buoyancy calculations are provided and chamber is below water table. 221(8)(a) • No loading factor is specified (H-10 or H-20). 226(2)(a)(5) LeachingFacility acility • No specification that the vent will be protected from precipitation/animal entry. 241(1)(b) • No orifice size is specified for the system. 251(8) • Designer does not use a 3:1 grade on all slopes, however an impermeable barrier is specified as required. 255(2) Leaching, Trenches • Distance between trenches installed in fill is less than the 10' minimum required. NA 14.01&14.03 • The total leach area is not stated. NA 9.01(2) If you have any questions or comments please feel free to contact us. Sincerely Carlton A. Brown, PY/PLS WILLIAM J. SCOTT Director Town of North Andover E pORTk OFFICE OF 3�o`tt`F. COMMUNITY DEVELOPMENT AND SERVICES ° 30 School Street : �D North Andover, Massachusetts 01845 �DA,TED June 30, 1998 f, Ray Fraser The Fraser Company P.O. Box 365 Danvers, MA 01923 RE: 79 Vest Way Dear Mr. Fraser:: This is to inform you that the proposed plans for the site referenced above have been disapproved for the reasons below. 1. Names of abutters from recent tax map missing. (NA 8.02j) 2. Missing locations of waterlines, drains & subsurface utilities. (310 CMR 15.220(4)( m)) 3. Missing water line. 4. Missing note "Outlet pipes from D -box to be laid level for thee first two feet. (310 CMR 15.232(3)(e)) 5. Soil to be compacted under the D -box. (310 CMR 15.221(2)) 6. 6" of stone beneath D -box not specified. (310 CMR 15.221(2)) 7. Soil to be compacted under pump tank. (310 CMR 15.221(2)) 8. 6" of 3f" stone under chamber not specified. (310 CMR 15.221(2) & 15.228(1)) 9. Bouyancy calculations for pump chamber missing. (310 CMR 15.221(8) 10. Specs. Protecting vent from animal entry not specified. (310 CMR 15.241(1)(b) 11. 3:1 slope of grading not specified. (310 CMR 15.255(2)) 12. 10 foot minimum spacing between trenches not specified. (NA 14.01 &14.05) 13. Please note that deep holes and peres were witnessed by Sandra Starr and Rudy Rotolo. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Please be aware that all revision submittals must be accompanied with a $45.00 fee. If you have any questions, please do not hesitate to call the Board of Health office at the number below. Sincerely, "14d�a4/v Sandra Starr, R.S. Health Administrator cc: Wm. Scott, Dir. CD&S Edward Warnshuis File U ClMCKL?ST FOR NORTH ANMOb'ER SEPTIC SYSTEM PLANS T!te is.3 check -list that incorporates all Title 5 and local regulations for sepuc pans Name of .-Apolicant Name ofDesigner--'; "'- Plan Date. Revision Date Date of Review Pro�ir :.�dilre,s ,. Map: _ Lot -- -� BOK Reviewer�yr ';r•; �� ��.,'.�.: ' F Ty e of Fan (new or upgrade): -AqXowh — �umoer —,)(Bedrooms is Assessor's Records: -- i gpd) Garbage Disposal .-Ulowed General Information: N A. = Forth Andover Septic Regulations Otn:.,r numbe,s refer tc• :+tie ; OK P oblerr• N" A _ Street :cumber and map/lot - "20(4)(u) Maximum scale of I "=40' for plot plan •'_20(4) _` Maximurn scale of I "=20' for profile and component ce:aas •'_=0i=i Z Legai boundaries of the facility being served ''20(4)(x} Names of abutters from recent tax map - NA 3 02) Number of bedrooms, design calcs., - NA 3.02i Name & address of record owner & applicant - NA 3 02k _ Name & address of designer - NA 8.021 Holder and location of all easements - 220(4)(b) plan drawn & any revision date - NA 3 02m `y—Date _ Ali dwelhngs and buildings, existing and proposed - Location of all existing or proposed iImpervious areas - Ail distances on site plan - NA 3.03a -c _ Elevanon o; proposed driveway - NA s 02t Location and elevation of foundation drain - NA 3 0_'p AjpN�<„1;•� I-ocadon and dimensions of the system incl. reser�e (ne:V � )ns[ Limits of excavation of leach .area on site plan - NA S t,2z _ Locus plan - 2?0(4)(t) Ncrh arrow - 220(4)(g) Existing and proposed contours - ?20(4)(g) Locations and logs of deep holes - 220(4)(h) Locations and logs of percolation tests - 2^C(4'i _✓ Date(s) of sod testing - 220(4)(h) & (i) Existing grade elevation of each deep We - 220(4)(h) _ Elevation of percolation tests - N.A. 3.02n ,7- _V Narre of approving authorty representative • 220(4`0', Narre of soil evaluator - 220(4)0) ✓ _ - __ Soii togs and perc test logs match 30H . eco, ds ✓ Locations of water!ines, drains, and subsurface utilities - Observed and adjusted g.w. elevation in :he vicinity of the system '-:;t-t ✓ J Compiete profile of the system to scale - 220(4)(c), NA S 02c ^_ Cross section of leaching facility - NA 3 02w Locaron ol'bencttmark(s) within 50-75 feet o.'facdity - �r�t4i(gi ' Note listing all variance requests .c,th proper c,tauons 2_:ir••'dp t ;' ,cnt u�J;rncle approv61 reovesi orm vbin!.%�j - ;0 +i ; _ �' -- -- Original R.S %P G stamp, stenai_:e & date -'_20(:) & (2, 2 Jun -24-98 10:22A Paul D. Turbide, PE/PLS 508-465-0313 P.03 J .� 2222 2222._ ..sL sfc. supplies (wlin 400'), pub. wells (whn 250'), pvt wells (w/in 150 uD Locaron of watercourses, wetlands, wells, etc. Min 150' of system - NA 3 C_r Wetland disclaimer - NA 8.02s Land surveyor plan reference required (property line setbacks) - 220(3) Plan contains designer's certification statement Use approvals i standards checked for UA system - DEP docs., Perc rate >30 NO - not allowed :or new, LUA for upgrade - 245(:)&-,'j Perc rare > 60 MP! - must use modified tight tank or /. A recrnolog a; P.-oposed system qualifies as "shared" system - 003 (definitions) F'.oh is over 2,000 gpd - No R.S. allowed -'_?0(1) Design flow was set in accordance with code - 203 _ Ex:stir-g system location and note on proper abardonment - 600 3 1 i ii, 35- —� S'°r`r' Leaching facility at least I' above Base Flood elevation - NA 9 G5 er•c_`+ A1: piping Sch 40 minimum - NA 10 01 Basement floor minimum 1' above groundwater elevation - NA 5 0= t On-site Sail and Growidivater Review 0-�K :'rcblem N:. -i 4round t e,ittcn el accCP,able s tl el _ Leach .`sc:i,r. iny�rt e1 grcurc '%attr _i re�itsa. esu -,Quos of (e 3ch.r3Cil�.Y e: :sic: -Mess c'aCeept,b.e sca be.bre & a:ter soli R�k:R sev�_rar.ua ro grcundwater Proper deep observation hole logs on plan - 220(4)(h) Soil evaluation forms submitted within 60 days of field work - 0 1 8(2) Prc)per percola:ion test iog - 230(4)(1) Ample deep observation holes in primary disposal area i min:rttum 2) - Ample deep observation holes in secondary disposal area (minimi:m 2) - `G=: Ample pert testing (one in each disposal area, 3 in prim. > sep�atio-n to refusal Sol. Class pe C -atu ;03Ctn1 �3I2 �Cp:c tanK `,clog• v u table Dump :an_r �00&• table Hole Identification Numbers 14-V TP_Sjfj46-Z (yes or no) t ( yes or no) 22=22 255;1) Jut' Setback Dista :ices (Given :r. tee:) 15 21 1 OK ?roblezt \irk -14— is the lot in the Lake Cochiewick Watershed^ NA 6,00 &, 5 02 Septic Tank Lcach F; icility 1.04 gore^v line 10 l:i ✓ Cella; wall 10 20 Inarcund pool 10 70 V Slab Foundation 10 :0 Deck, on foouaes, etc.I IC Waterline 10 10 JPnvace drinking well 75 !00 4.r.saatcor, well Wet:ands 'S OG Public well 400 ,OC Wetlands bordering surface 150 ' :0 _✓ water Supply or Crib. Watershed) 17 /tin _ ✓ Trib To Surface Water supply 325 31: V _ ___ Reservoirs 400 400 Tributaries to reservoirs 200 2CC f Drains (wat. supplyi(nb.) 50 I X Drains (intercept 3.w,) 25 5!; Foundation drains 10 20 V Drains i_4ther) 1 �) Drywells 20 �5 Dowrhill slope 15, to 3 1 slcpe .v,o 'ar-ie r 1.04 Buddin; Sever OK Prcbtent N/A __L Grease trap required for certain uses (check 230 for details) Pipe diameter fisted (4" minimum) • 222(1) Pipe scaedule listed - 222(3) •i ripe cast iron or Sch 40 PVC - NA 11.02 joints specified - 212(3) & (4) _ Pipe laid on compact, fin base Pipe laid on continuous gradein straight line - 22_(7)0 Cleanouts precede all changes in alignment and grade - 222(3) _ Cleanout provided every 100 feet - 222(8) ✓ _ Manhole at any 90 degree alignment change - 2_2(3) Invert elevation at building: t Invert elevation at septic tank: tom, r Lenethofrun: 1`-A Slope. � (mirimum of 0.01 - 0.02 desired) - 222(6) 10' offset 'o private well or suction line • 222(2) Septic Taal: �Xr5TING S F.P� rC Tf�/,C lS P1�PO6c,o TCJ .8E REt %S E41 F F1 ��D OK Prob:err. N"A `1,4)4 SHA, =T It, AQCQUA I`"Ei a N9W PVC 'SMS" ARF 70 13F it. _! Tank is accessible - 223(3) $tr TWE i5 AO DC -FAIL 0F7HE 1414) -ur S, T {SUS Tank can accommodate both primary & reserve - NA 9.04 200% (low (required & i 500 1:11 of provided given rr.;n ata' r & ,, .. 2.3" drop tiom inlet to outlet - 227(5} 1hQilliii/a>`r a,� Minimum of 4' liquid depth -'_-23(2) Ceirct 'S air space above tees/baffles (minimum) - 22 7(3) 3"air space above tlow line (minimum) - 227(3) j4,0 Tees are not to be replaced by baffles - 27(l) Tees extend 6" above flow line - 227(1) OTIE 'nlet tee extends 10" below flow line (minimum) - 227(6) - - Outlet tee extends 14" below Clow line (more for deeper tanks) 227f6i "r Gtr ' _ Gas baffle installed on outlet - 227(4) Access martnele cover above center of tans: do each, tee (except 2 compar,: 3-20" manholes - 223(2) childproof, 24" .riserlmanhole to final grad if <1000epd- 22S('_) Inlet and outlet tees on center line - 22?(1) Soil compaction below tank specified (if sell is non-native) - 221(2) 6" of <=3/4"stone beneath tank specified - 221(2) & 22 3(1) ` :,000 ,,Pd .k.\rD not a sing:e fam. dwell. must be'_ tks or 2 comp if plan specifies disposal must be 2 tanks in series or 2 compai tank - .23•.;1;,, Buoyancy calcs. required iftank at or below water table - 2_!(S) Tank :s watenight - 221. (1) _ 9" of cover ever tank (minimum) - 228(l) H- 1 0 loading (min.) - H-20 iftraffic - 226(3) Top of tank <-36" below grade -'_21(7) / All purtpina to tank (if applies) :n accordance with - 229 Tank is set to keep old system in service during install if possible Tight Tank iCheck hers if net present: ___ ✓ ) Jun Distribution Box (Check here if not present: OK Problem N/A J _ - - V — Z7— Inlet elevation: t• a Outlet elevation: —141- -1 0.17' drop from inlet to outlet (minimum) - 332(3)(b) 6" sump (minimum) - 232(3)(e) All outlets at same elevation - 232(3)(b) Outlet pipes laid level for first 2 ft. -232(3)(c); Pipe Sch 40 - NA ,0.01 Number a- outlets. 6 Number of'aterals: L— Size of outlets: 'A'• Inlet baffle/tee min. l" over outlet invert for all d•boxes - 2:-1(3)(a), Soil compaction below distribution box specified (if soil is non-native) - —!k- 6" of stone beneath distribution box specified - 221(2) Box is watertight - 221 (1) Tap of box <=36" below grade - 221(7) Buoyancy calculations required if box is at or below water table - 221?8) Pump Chamber (Check here if not present. OK P -ablest: `;A .% Volume specified: )1�0' 22C(4)(r) Pump on elevation- t-U� ^220(4)(r) — -- Pump off elevation: t, - '_?0(4)(r) _ Alarm on elevation: 220(4)(x) ✓ Numberof cycles per day - 220(4)(r) (also 354(►)(d) if gray ;ty 'porn d -box; ✓ Minimum 2" delivery line to d -box if gravity - 254(l)( c) Pressure dosed 1 f. if flow >= 3,000 ;pd - 254(1)(x} & 154(1)(a) _j/ Cycles per day is consistent vAth chamber volume - 23 1 T _ Volume calculations include flowback volume - 2' ) I(2) ✓ 24 hour storage capacity above pump on elevation - 231 1(1-) t% Number of pumps: _&_ 3 if system serves >2 dwelling Units - 2-11 It -i tJ Capacity of pumps) - 5-z- gpm v tri ' TDH - 3200)(r) Pump can pass 1 1/4 "solids (minimum) - 231(.7) ?ump controls specified - 1-20(4)(r) Alarm equipment specified - 231(3) -klarm is' in building and powered on separate circuit from pump - Pump sequence correct (off -lead on -lag on-alan-r, on) - 3:1(3; ✓- _ _ Pump performance curves inClt:ded - 320(4)(r) / N-la%al operating switch - NA 12 01 C?ieck valve, bleeder hole - NA 12.01 1 childproof, 24" riser. rttanhole to final grade - _'31(5). T ✓ Soil compactior. beneath pump chamber specified (if soil is V ti"of <=3i4"stone beneath chmbr. specified - '" i(_) & ^80), _ _ Buoyancy calculations if chamber is at or below water table - 221(9);2' — 9" of cover over chamber (minimum) - 228(1) H- 10 loading (min.) - H-20 if t-affic - 236(')), —� — Cltamber is watertight - 231 (1 ) _— ___ "lop of chamber <=36" below grade - 22 1(7) Leaching? Facilitv (general - complete for all designs) OK Problem N' ✓ _0O% larger _ if garbage disposal - 240(4) Trenches to be used whenever possible - 240(6) No vehicle access or imperv. area above ).f unless unavoidable - 240(7) Vented if under impervious cover - 241 (1) Vented through same pipes as distribution system - 241 (1)(a) Vent protected from precipitation/animal entry - 1-41 (t)(b) Vent is placed beyond traffic or impervious area - 2z: 1 ( 4')(c) Ail lines connected :o vent if bed or trenches - 24 1(l)(d, 4� 9" cover over peastone - 240(9) Reserve area provided (new constructien) - 248(l) Reserve 4' from primary leach area - NA 9.04 4' (5' if pere rate <=2 NIPI) separation to 4.w. - 212(a) & (b) y a' (down :o 2' with variance or UA - upgrades only) of natural sail under 1 GW separation is adjusted to highest existing 3rade if facility CLIS into a h:liside i Pipe siope minimum of 0.005 - 251(9) ` Require 5' removal and replacement if in fill - 255(5) - Top of leach facility <= 36" below grade - 22 471) ';nal grade over IT minimum 0.02 ft/fl -240(10) ! Surface & subsurface drainage away from H. - 240(1 1) & 2-5(5) _ _y — 3;8"-518" orifices specified (gravity system) - 251(8) T _ Minimum design flow 440 gpd without deed restriction - NA 13 O I 3: I slope where grading required - 25 5(2) Toe of fill slope stops 5' from property line or swale installed - 255(1} Impermeable barrier if < 3:1 slope or < 15 fee: to -3 � l slope - 255(2) Impermeable barrier/retaining wall poured concrete - NA 9 02 Retaining wail stamped by P E. - 255(2)(b) Tap of retaining wail >= top of peastone elevation - 255(2)(1) 10' offset from edge of leach facility to edge of ret. wail - 11554'2)(g) _ Pere test(s) done in most restrictive layer .-104(12) Per c test 4' below leaching elevation - NA 7 0b _ Design flow listed and Mquiredlprovided leach area giver. - 220(4)(t} --r— Teach pipes SCH40 PVC - NA 10.01 each pipes minimum 4" diameter except for dosed system - NA ta.C4 Leach ;fines capped, vented, or oonnec:ed togetaer - 251(9) Pressure dosing guidance followed if pressure disttibut:on - :54(?)tc ), = Pressure dosing. required over 2,000 gpd or with UA remedial use - 231(; ) Leaching? Trenches (Check here if rot present. ) CK Problem N,'A v _ Number of trenches: Minimum of 2 trenches - NA 9 01(2) Depth of trenches (max eff. 2'): 1 .,. - 24%(1} Width of trenches (^_' min., 4' max ): ^5! (1)(b? Length of trenches (100' max.): �_ - 25 1 (1'}(a; Trenches are vented (when > 50') - 251 (1'.) _ Trenches follow contour lines - 251(2) ✓ _ _ �l _ _ �_ Trench spacing 3 times effective width or depth - 25! (:)(d) J• - Ir. 1111 or reserve between trenches, 10' min. - NA 14.01 & 14 03 -_ .-available leach area given (IMirt. 500 s.f) - NA 9 01(3) Ju Bottom = L L� x W 'L x # z1 Sidewall=L ='. x I x#��x2= ''i t 3 T Effective leach area given c; y Loading factor: ;) Effective area = total area s.f x LTAR Effective area is >= design flow of facility bei:tg served 2' Of 1,18% 112" 2x washed peastone.- 247(2) r Trench depth of 314" to 1/2" double washed stone -247(1) Leach in14 NIS (Check here il f not present: v ) OK 'robiem N1/A of pits/pit systems: (dosing chamber if > I, 23 t (1)) _ Dimensions of each pit or system: L W D r- Depth of pits (max eff. 2'): - 253(I)(a) _ Available leach area given Bottom = L x W x a of systems = s.t SidzKall = ! x D x r of systems = S... Total area = bonom - sidewail = s. f. Effective leach area given Loading factor: Effective area = total area s.f. x LIAR = day Effective area is >= design flow of facility being served Minimum of 2 pits at least 13'X16' — NA 9.01(3) Distribution for gailerieslchmbrs. in trench coring. - pipe ever, 20' - 25-'16) DiSIMIOLTion For galleries/chmbrs. in bed conng.-ea.pipe se. --,,'es <= Q s'- T Spacing - 2 times the effective width or depth (the greater) - 353(1)(c) of 1/8"- l 12" 2x washed peastone.- 247(2) 3/4" to 1 1/2" double washed stone - 247(1) . Each pit has at least one 20" access cover 24" CI to grade over 2,000 ,,Pd -253(3) Surrounding aggregate thickness between l' (min ) and 4' i rnax.) - :5:i I;kb! T Yews, if necessa,^y, extend under ccvers of pits) - 141 (e; Leach Fields ."Check here ifnot present ✓ ) OK "ob:ern N/A Number of fields: (need dosing chamber if > 1, 231 (i)) Length (100' max.): - 352 (2)(b) Width: Total area: L x W s. f. "I inimum 900 square reel - NA 9.01(1) Distribution lines connected with solid pipe — NA 15 01 EfTective leach area given Loading factor E-Tecu've area =total area s.f x LTAR Effective area is >= design flow of facility being served Minimum of two distribution lines - 252(2)(a) b' line separation (max.) - 252(2)(d) 4' maximum separation from edge of field to line - 252(2)(ei 10' minimum separation between adjacent':each fie'ds - 2:?ilXC) , 2 • ,:, Between 6" and . of 3!4 - 1 1.!2 stone beneath veld - __ _t .,t g;! &__ . ! _ of UV -1!2" 2x washed peastont.- 247(2) Jun -24-98 1O:21A Paul D. Turbide, PE/PLS 508-465-0313 W.UJL Facsimile Cover Sheet To: s ONDRA Company: N - dmodila ( 0 j Phone: -73 Fax: From: G4k&-rdAj Vl /w L Company: Port Engineering Associates, Inc. Phone: (978) 465-8594 Fax: (978) 465-0313 E-MAIL: porteng@mediaone.net Date: 2 4 Sz/,4E 9$ Pages including this cover page: Comments: � �A1/� Sp✓n� Qv�S i /dl�l S 6� 7N� Cf��G/GL157" 1 r� S M MU�G�2f19 �516�c/ t} P1, PORTbKf Iti 72�- 45-g'5-�4- MORRING Civil Enginerrs & / Land Surveyors Unr Harris Street ✓ V I (j y, Newburvpurt' MA R BMS, (N950 (5081465-8594 The Fraser Company P.O. Box 365 Danvers, MA 01923 PUMP SYSTEM DESIGN CALCULATIONS 79 VEST WAY NORTH ANDOVER, MA 1. EJECTOR PUMP DESIGN June 12, 1998 MINIMUM FLOW REQUIRED TO COMPLY WITH TITLE V SOIL CLASS II - 1 DOSE PER DAY, 440 GALLONS PER DOSE, IN 15 MIN., = 29.0 GPM SELECT BARNES SE -411 SUBMERSIBLE SEWAGE PUMP 115V., l PHASE, 0.4 H.P., SIMPLEX, WITH TRIMMED 4.12" DIAMETER IMPELLER. USE 2" DISCHARGE PIPING FROM PUMP TO D -BOX AND DRILL 1/4" WEEP HOLE IN DISCHARGE PIPING, IN PUMP CHAMBER IN HORIZONTAL RUN UPSTREAM OF GATE VALVE. 2. SYSTEM OPERATING CURVE ASSUME PUMP CONTROL SHUTOFF ELEVATION = 141.15. D -BOX INLET ELEVATION =148.87 MAXIMUM STATIC HEAD DIFFERENTIAL = 7.72' FRICTION LOSS FOR 2" SCH40 PIPING ITEM DESCRIPTION EQUIVALENT LENGTH OF 2" PIPE 1 - 900 BEND 5' 2 - 450 BEND 5' 1 - 2" GATE VALVE 2' 1 - 2" UNION CHECK VALVE 4' 2" SCH40 PIPING 50' TOTAL EQUIVALENT LENGTH OF 2" PIPE = 66.0 L.F. FLOW (GPM) 2" VEL(FPS) 2" Hf/100' TOTAL Hf Hs MAX TDH-ft. 15 1.30 0.38 0.25 7.72 7.97 20 1.73 0.65 0.43 7.72 8.15 30 2.60 1.38 0.91 7.72 8.63 40 3.46 2.35 1.55 7.72 9.27 50 4.34 3.55 2.34 7.72 10.06 SYSTEM CURVE INTERSECTS PUMP CURVE k 10.5' TDH & 52 GPM > 29.0:: O.K. I 3. PUMP CHAMBER DESIGN BASIS USE 1000 GAL. SEPTIC TANK, PRECAST CONCRETE, W/SEALED JOINTS, W/F & C TO GRADE VOLUME/INCH = 23.10 GALLONS USE ONE PUMP CYCLE/DAY BASED UPON TITLE V AND DAILY FLOW OF 440 GALLONS 440/23.1/CYCLE = 19.05" OPERATING RANGE, USE 19" CORRESPONDING TO 438.9 GAL./CYCLE USE 6" SUMP, 19" RANGE, AND ALARM 6" OVER "PUMP -ON" LEVEL PROVIDE ONE DAY CAPACITY OVER "ALARM" SETPOINT, OR APPROX. 19" TOTAL HEIGHT REQUIRED WITHOUT BACKFLOW = 50". BACKFLOW FROM 50' OF 2" PIPING IS APPROX. 8 GALLONS, SO OVERALL HEIGHT REQ'D. = 50 + 8/23.1 = 50.3" 1000 GAL. CHAMBER INLET INVERT IS 51" FROM INSIDE BOT. OF SUMP:: O.K. PUMP CHAMBER INLET INVERT ELEV. = 144.90 PUMP CHAMBER OUTLET INVERT ELEV. = 144.65 INSIDE SUMP BOTTOM ELEV. = 140.65 CONTROL SETPOINT ELEVATIONS "PUMP OFF" 141.15 "PUMP ON" 142.73 "ALARM" 143.23 4. CONTROLS PUMP SHALL BE FURNISHED WITH A REMOTE CONTROL AND ALARM PANEL LOCATED INSIDE THE BASEMENT OF THE EXISTING DWELLING. THE ALARM AND THE PUMP CONTROLS SHALL BE ON SEPERATE ELECTRICAL CIRCUITS. ALL EXTERNAL COMPONENTS, WIRING, AND CONNECTIONS SHALL BE WATERPROOF IN COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THE STATE AND LOCAL ELECTRICAL CODES. THE PUMP SHALL BE EQUIPPED WITH A MANUAL OPERATING SWITCH IN THE CONTROL PANEL. V"% III OlN uj > a7 1� L'i = E L) m 0 Z Ul C� Q w 11 LL M ul 0 CL to :i No. The Commonwealth Of Massachusetts Board of Health Fee 6K d 'Iti g � "- Application for Disposal System Construction Permit Application is hereby made for a Permit to Construct ( ZRepair ( ) Upgrade ( ) Abandon ( ) an Individual Sewage Disposal System at: Location 79 Owner's Name VEST WAY, NO. ANDOVERE o s Map/Parcel # Address rI9 VEST VJA�,NQANDONIER Lot # 3/ 7 Telephone # one (9 78) Installer's Name Designer's Name ?N SE Co . FRASER Address Address P. 0 . 65 1 23 P.0.80X 365 DANVt� MA 01923 Telephone # 8 `774-8148 _ Telephone # 774-8148 Type of Building: Dwelling --No. of Bedrooms 4 Other ---Type of Building Nc Other Fixtures Size Lot 450 985 sq. ft. Garbage Grinder( ) of persons Showers ( ) Cafeteria ( Design Flow: 44 9. 4 gallons per day. Calculated total daily flow 440 gallons. Plan: Title: _"SUBSURFACE SEWAGE DISPOSAL 5�5TEM DESIrw . 79 yesT Wy, LpT 3'1 B Date: Cc - 11 - 98 Number of sheets I Revision Date: — Description of Soil: applicable) REPLACE EX I STING FRI LED Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposa(System in accordance with the provisions of TITLE 5 of the Environmental Code and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed x Date 6-/6-948 Application Approved By Date Application Disapproved for the following reasons: No. The Commonwealth Of Massachusetts Board of Health Certificate of Compliance THIS Itis TO CERTIF iliat the Individual Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned bv: Installer IPlease Print) Location: has been installed in accordance with the provisions of TITLE 5 of the Environmental Code as described in the application. and the issuance of this certificate sliall not be constructed as a guarantee or a warranty of the function or life span of the system. Installer Designer Inspector. No The Commonwealth Of Massachusetts Board of Health Disposal System Construction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) an Individual Sewage Disposal System at: DATE Date Notice To Be Given To The Board Of Health 24 Hours Before Work Begins All Applicable Provisions Of The Wetlands Protection Act Must Be Met All Constn)ction must be completed within 3 }rears Board of Health Town of North Andover, Massachusetts Form No. 3 BOARD OF HEALTH t NORTH ;7q (� 117� pC . 1Q 9 DISPOSAL WORKS CONSTRUCTION PERMIT SS�CNUSE r Applicant NAME �-7 cel ADDRESS TELEPHONE Site Location l / Ves 2j Permission is hereby granted to Construct ( ) or Repair ( ) an Individual Soil Absorption Sewage Disposal System as shown on the Design Approval S.S. No. '7 pe. " � Fee �-7J CHAIRMAN, BOARD OF HEALTH D.W.C. No. 10 --), Y APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT DATE: 7'%D `9,5 CURRENT INSTALLER'S LICENSE# LOCATION: ?9 V r LICENSED INSTALLER: SIGNATURE: CHECK ONE: REPAIR: TELEPHONE# %78) 77¢ 8wg NEW CONSTRUCTION: IF NEW CONSTUCTION, PLEASE ATTACH FOUNDATION AS -BUILT. $75.00 Fee Attached? Foundation As -Built? Floor P Approv Administrative Use Only Yes No Yes No Date: a> �� BOARD OF HEALTH 30 SCHOOL STREET NORTH ANDOVER, MASS. 01845 TEL. 688-9540 APPLICATION FOR SOIL TESTS DATE: 0 LOCATION OF SOIL TE TS: Assessor's map & parcel number: OWNER: E I S TEL. NO.: ADDRESS: :Z2 Wisy, i5- LzF)'L ENGINEER: CERTIFIED SOIL EVALUATOR: TEL. o-77 1�— Intended use of land: residential subdivision, single family home, commercial THE FOLLOWING MUST BE INCLUDED WITH THIS FORM: L--l----Proof of land ownership (Tax bill, deed, or letter from owner permitting tests) L' -2r -Plot plan - 3. Fee of $175.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. ee of $75.00 per o repairs or upgrades. GENERAL INFORMATION 1. Only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan (no smaller than 1"-100') shall be submitted to the Board of Health showing the location of all tests (including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. DATE. LOCATION: ENGINEER: ---I- BOH WITNESS: t/u PERCOLATION TEST # BOTTOM DEPTH OF PERC TEST: , r �? TIME OF SOAK: cam^ At least 15 min es I _ -�- __ TIME AT 12° TIME AT 9" TIME AT 6" OVERNIGHT SOAK TIME STARTED - NEXT DAY SOAK: _ • TIME AT 12" TIME AT 9" TIME AT 6" (At least 1 minutes) DATE: t� LOCATION: EN, IryErG 4 E11 - WITNESS: PERCOLATION TEST # 7-0 BOTTOM DEPTH OF PERC TEST—NG/��lti� TIME OF SOAK: _ -� 1 .� nutes long) �v p TIME AT 12" s ' TIME AT 9"_ TIME AT 6" i OVERNIGHT SOAK TIME STARTED NEXT DAY SOAK. _ TIME AT 12" TIME AT 9" TIME AT 6" (At least 1 minutes) Jure -08-98 01:35P Paul D. Turbide, PE/PLS 508-465-0313 P.02 a i f c>, .00 /� 0 9:r NJ vs f CJ qC'� P z / / t: i -- �- - - - _ 14100 / - ___— ✓/ 1 _ -_ - — —� T -)F c'ND 149-2 VE.'S T WAY c:��_w�:.� anLC'T 14631 INL-E— 11;6 2... ,lurs_.TINLET 14�,DU L-EOk ILC 14 IS, Zb 141'. PAN IS NOT Irru`r-��rrDc} A_, A VifA Ah T� J1c- THF ,Y STEvc Ct PER' 1 l UE rte\ rV 1 111N FRLDA N R0 iz 1N \+61 J 1\ PA i ►'�'� 117R MA7LYN REAL, `( -,r-PLjS L r a I tom( ' } t l .�r �i.'i 1 1 �_ • 11_ � 4, ,.J l� - r,{.L�ri � j��-„i��r lV` }' _ i.-'vt:i�,,,,, 1,4�Y iii ���. ..,• `- .. t .��1:�`r r.i.. 1 a�" .("."� ti.. �'�'"1?... ( , 9 f i P i tom( ' t , 9 f i P i r � i 0 vl, LV�7 f v w � -- - - - CCT -:`r V_ , �f ►��1 L/,IL It j' 'si�-T IIt;,I INLET I ffi c" 14� 3r� ENV, ` 1r IZENCH 14;;.16 f- t -,.-KT tf'� `F ATNF SF>~T' . E.t.4 .%AS jt4LTALL r U H_ .H_'V� N TNI, E`1Ah IS NQT ,h flN-L}f ti Ac AWA -iAtjY JF TH17 _Y STEM FLAP. C A �L•!! -1-40 0 1 'I'S T)il.l I