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8 CEDARCREST ROAD - SEPTIC (002) $? 2012 f. N V I R O N M E N l A L Wind River Environmental Title V Inspection Cover Report lie it4 Name. V1 v %A[-LLAA 34 Address Town �J" Q ' Branch: LV• E. !V• Inspector: Jim Date: fa Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 8 Cedarcrest Road Property Address Virginia Moore Owner Owner's Name information is required for every Salem MA 01970 December 4, 2012 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms q General Information on the computer, use only the tab 1. Inspector - key to move your cursor-do not James Gallant use the return Name of Inspector key. Wind River Environmental r� Company Name 163 Western Ave Company Address Gloucester MA 01930 City/Town ., State Zip Code 978-282-7315 S113402 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate4nd complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Fu valuation by the Local Approving Authority Inspector's Signature Date The system inspe r shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t51ns•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 8 Cedarcrest Road Property Address Virginia Moore Owner Owner's Name information is required for every Salem MA 01970 December 4, 2012 page, Citylrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: I have not found any information which indicates that any of the failure criteria described has been met. B) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass' section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System.Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 8 Cedarcrest Road Property Address Virginia Moore Owner Owner's Name information is required for every Salem MA 01970 December 4, 2012 page, City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•11/10 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 8 Cedarcrest Road Property Address Virginia Moore Owner Owner's Name information is required for every Salem MA 01970 December 4, 2012 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No El ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool El ® 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 El ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/2 day flow t5ins-11110 Title 5 Oficial Inspection Form',Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 8 Cedarcrest Road Property Address Vir inia Moore Owner Owner's Name information is required for every Salem MA 01970 December 4, 2012 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No 1:1 ® 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. El ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. El ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply El El Area 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. Sins•11110 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts _ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 8 Cedarcrest Road Property Address Virginia Moore Owner Owner's Name information is required for every Salem MA 01970 December 4, 2012 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? 11 ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® E] available as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 gpd t5ins•11110 Title 5Official Inspection FormSubsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 8 Cedarcrest Road Property Address Virginia Moore Owner Owner's Name information is required for every Salem MA 01970 December 4, 2012 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonaluse? ❑ Yes ® No Water meter readings, if available last 2 ears usage d 91.02 gpd 9 ( Y 9 (gpd)): Detail: I obtained the information from the town water department. Sump pump? ❑ Yes ® No Last date of occupancy: 2009 Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Sins•11110 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 8 Cedarcrest Road Property Address Virginia Moore Owner Owner's Name information is required for every Salem MA 01970 December 4, 2012 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Wind River Environmental record Was system pumped as part of the inspection? ® Yes ❑ No If yes, volume pumped: 1500 gallons How was quantity pumped determined? The quantity was determined by the pump truck and it was measured. Reason for pumping: To check the structural integrity of the septic tank. Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy E] Shared system (Yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Isms•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 8 Cedarcrest Road Property Address Virginia Moore Owner Owner's Name information is required for every Salem MA 01970 December 4, 2012 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: The approximate age of all components is 12 years old. Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 33" feet Material of construction: ® cast iron ❑ 40 PVC ❑ other(explain): Distance from private water supply well or suction line: City Water feet Comments (on condition of joints, venting, evidence of leakage, etc.): The joints are clean. The venting is good. There is no evidence of any kind of leakage. Septic Tank (locate on site plan): Depth below grade: feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 10' x 5' x 5' Sludge depth: 14 t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 8 Cedarcrest Road Property Address Virginia Moore Owner Owner's Name information is Salem MA 01970 December 4, 2012 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 21 Scum thickness 0 11 Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 14" The dimensions were determined How were dimensions determined? with a sludge judge, rod and ruler. Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Recommend annual service. Inlet T is in place and in good condition. The outlet T is in place and in good condition. There are no cracks. The structural integrity is good. The liquid level to the outlet invert is good. There is no evidence of leakage into or out of the tank. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•11110 Title 5 official Inspection Form.Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form m Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 8 Cedarcrest Road Property Address Virginia Moore Owner Owner's Name information is required for every Salem MA 01970 December 4, 2012 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No bins,-11/10 Title 5 Official Inspection Form'.Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 8 Cedarcrest Road Property Address Virginia Moore Owner Owner's Name information is required for every Salem MA 01970 December 4, 2012 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 11 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.): The distribution box is level. The distribution to all outlets is equal. There is no carryover of solids. The distribution box has no evidence of leakage into or out of the distribution box. Pump Chamber(locate on site plan): Pumps in working order: ® Yes ❑ No Alarms in working order: ® Yes ❑ No Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Structure of pump chamber is good, 1 single pump in good working order, all floats are working properly. Alarm is working. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•11110 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 8 Cedarcrest Road Property Address Virginia Moore Owner Owner's Name information is required for every Salem MA 01970 December 4, 2012 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: 1 at 20' x 30' ❑ 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.): The soil is clean and dry. There is no sign of hydraulic failure. There is no ponding. The grass is green over the lawn. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth —top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No [Sins•11110 Title 5 Official Inspection Form'.Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 8 Cedarcrest Road Property Address Virginia Moore Owner Owner's Name information is required for every Salem MA 01970 December 4, 2012 page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): (Sins•11/70 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts lugTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 8 Cedarcrest Road Property Address Virginia Moore Owner Owner's Name information is required for every Salem MA 01970 December 4, 2012 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately r5t R- r) B. 20` 4 - Via° ic 35' c_ G 0 m l �1 GCACK °�L E 1500 0 0 �a»k 0 � F C _ !✓�r7n t f f l t51ns•11110 Title 5 Official Inspection Form'.Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 8 Cedarcrest Road Property Address Virginia Moore Owner Owner's Name information is required for every Salem MA 01970 December 4, 2012 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: .lune 14, 1999 Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health - explain: F-1Checkedwith local excavators, Installers (attach documentation) ❑ Accessed USGS database -explain: You must describe how you established the high ground water elevation: Soil test performed by Charles Ogden, witnessed by Mark Tallman, Beverly BOH. Test pit#1 is 7" to ESHGW. Test pit#2 is 7.5 to ESHGW. Before filing this Inspection Report, please see Report Completeness Checklist on next page. [Sins-11110 Title 5 Oficial Inspection Form'.Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts _ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments w„ 8 Cedarcrest Road Property Address Virginia Moore Owner Owner's Name information is required for every Salem MA 01970 December 4, 2012 Zip Code Date of Inspection page. City/Town State E. Report Completeness Checklist ® Inspection Summary: A, 8, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ma•11110 Title 5 Official Inspection Form'.Subsurface Sewage Disposal System•Page 17 of 17 ° As-built Grades C=ponent F/evotions As-Built Proposed Building Sewer at Foundation 96.33 96.33 Septic Tank Inlet 96.26 96.11 Out/et 96.18 95.86 Dosing Chamber In/et 95.73 95.76 Outlet 96.01 95.01 LEGEND Alarm 94.30 93.80 EXISTING PROPOSED On 93.80 93.30 --Ws - WATER SERVICE Off 93.00 92.00 FORCE MAIN ■FM= SUMP 9249 91.50 - - - &6_Cl SEWFR LINE AND MANHOLE sMy - SIZE MATER/AL & FLOW DIREC77ON _ t2 HC.p DRA/NLINE WITH PIPE SIZE, MATER/AL DMH Soil Absorption System `; __ = _______Da__ & FLOW DIREC77ON, CATCH BASIN .. Beginning of Line 1 95.74 95.75 a DS MANHOLE & ROUND CATCH BASIN Beginning of Line 2 95.74 95.75 RU ROOF DRAIN AND DOWNSPOUT aDT uD --PERFORATED UNDERORA/N -UD- -- Beginning of Line 3 95.74 95.75 - --FJ FOUNDA AON DRAIN FD Beginning of Line 4 95.74 95.75 -w -- - WATER MAIN AND SALVE w-44-- End of Line 1 95.60 95.60 G--per IVA7URAL GAS LINE AND VALVE D-N - End of Line 2 95.60 95.60 End of Line 3 95.60 95.60 `v PROPERTY LINE p - - - EASEMENT LINE End of Line 4 95.60 95.60 '; 7 3 - TOWN LINE - - - r MATCH LINE As-built Ties 1 .> _ LIGATURE TO INDIC417F_ Structure A B C OWNERSHIP ACROSS LInNUOUS NES 55.36' - 55.36' -•� L V12046'2T BEAR/NG & D/STANCE ALONG BOUNDARY ""N1204623E Septic Tank center manhole 18.7' 24.1 --- Pump Chamber center manhole 23.5' 28.9' r ' « 219.56' » TOTALED BOUNDARY FRONTAGE «249.56'» Distribution Box 17.4' 32.6' ®#2 ELEVA77ON BENCH MARK Soil Absorption Area (D) 21.6' 22.2' X X- BARBED WIRE -�-X- Soil Absorption Area (E) 49.7' 30.8' STONE WALL Soil Absorption Area (F) 51.5' 46.4' Soil Absorption Area (G) 24.5' 41.4' I - o - 60 �`F CHAIN LINK FENCE WITH HEIGHT -0 66CLF �► �{ 5 O WOOD FENCE WITH HEIGHT 520' ■ I I -rrr rr- EDGE OF LAWN Structures 24 } F F - - - - w - EDGE OF GRAVEL OR DIRT ROAD Septic Tank 1500 Gal/on SOIL AS50RP',\oQ AREA -M• +�- EDGE OF PAVEMENT Dosing Chamber 1000 Gallon OSRAIG SHED VGC CURB (see abbreviations) 140C Septic Tank to Soil Absorption Area 4" dia. PVC - a o -r,-41 - - -76- - PATH OR TRAIL x 23?_.S SPOT ELEVA77ON 1.1 Soil Absorption Area 4" dia. PVC We © --- --92- --- -- EL£VA77ON CONTOUR1921 /NTFRM/TIENT STREAM, DRAINAGE DITCH, /nsoection G QO + OR EDGE OF SEASONAL POND/NG AREA Date: 9/26/00 - - SHORE LINE (see abbreviations) pISZRigVTl�r-� a MEAN HIGH WA7FR Present: Jason Ellis - HEA gn>< a Bill Linskey - MEAN LOW WATER �- --- '-" -B LIMIT OF BORDER/NG VFGETA7FD REMAND V " (Wl'TH FLAG NUMBER) EXISTING 3 BEDROOM EDGE OF WOODS OR BRUSH (DRIP LINE) DWELLING A",,26.8 PROMINENT DECIDUOUS TREE 26.8 Installer 72"Al WITH ELEVATION, SIZE AND SPEC/ES 120M B/l/ Linskey O � 26.8 PROMINENT DECIDUOUS TREE 26.8 P.O. Box 891, Salem, MA i3"- O 18'p WITH ELEVATION, SIZE AND SPEC/ES 18"P ppSl�l ® ' r ' _r ROCK OUTCROP (LEDGE) CNAr1dER SEQZ�� fANI� w O LIMIT OF COASTAL BANK O _ IRZ LIMIT OF INNER RIPARIAN ZONE IRZ ORS_'-- LIMIT OF OUTFR RIPARIAN ZONE ORZ " 0 o LIMIT OF OF77AND REPLICA77ON AREA • O DQ � O LIMIT OF 100-FOOT WE7ZAN0 BUFFER ZONE O - 44 -A- LIMIT OF 100-YEAR FLOODPLAIN v -A- LIMIT OF 10-YEAR FLOODPLAIN ♦♦LIMIT - CDA ^ ^REST R OAO PR07 C7 CONSERVANCY DISTRICT, WA 7ERSHOOOPL I K/v" PROTECTION D/SIR/CT, OR `INLAND FLOODPLAIN" 1 I S/L T FENCE ��- CTx HAYBALES OOO SURFACE RUNOFF DIREC77ON �.... -"Z WA7FRCOURSE FLOW -. PIPE FLOW 035.2 TEST PIT WITH ELEVA77ON ® PT6 PERCOLA77ON TEST 817E PLAN O SP2 SOIL PROBE SCALE: 11=20' O SB3 SOIL BOR/NG O GM5 GROUNDWA7ER MON/TOR/NG WELL CD �s- STONE RETAIN/NG WALL U - ^--� REMIN/NG WALL 0 BU/LD/NG, L/GHT, S7FPS & OVERHANG 0 TAX MAP BLOCK LOT DES/GN. CRO _ HAI�fCOC. SEWAGE DISPOSAL SYSTEM UPGRADE SHEET 21 - 79 ��HOFM�S DRAWN CG a .so�� Engineering Associates AS BU/L T 1 OF 1 RICHARD FNSA,m ! D0117RTY rnl A DIVISION OF HA, INC. DWG 7083AB U C1 IL 8 CEDARCREST ROAD RSG 314 3 4 235 NENBURY STREET, DANVERS, MA. 01923 CHECKED: RFD JOB VOICE (978) 777-3050, FAX (978) 774-7816 SALEM, MA No. M sro 7083 NO. 8Y APP. DATE RE14S/ON DESCRIPTION Civil Engineers, Land Surveyors & Environmental Consultants DATE.• 11/01/00 PREPARED FOR. GAGNON ��IMINE CP� CITY OF SALEM BOARD OF HEALTH Salem, Massachusetts 01970-3928 JOANNE SCOTT, MPH,RS,CHO NINE NORTH STREET HEALTH AGENT Tel:(978)741-1800 Fax:(978)740-9705 May 21, 1999 David Ferris Bureau of Resource Protection Department of Environmental Protection Metropolitan Boston-Northeast Regional Office 205A Lowell Street Wilmington,MA 01887 Dear Mr. Ferris, At a regularly scheduled meeting held on December 8, 1998 the Board of Health granted a variance to 310 CMR 15.240(1)in accordance with the provisions of 310 CMR 15.415 (2)for the following design plan. Title: Sewage Disposal System Upgrade Site Plan and Profile Location: 8 Cedarcrest Road Salem,MA 01970 Owner: Thomas Gagnon 8 Cedarcrest Road Salem, MA 01970 Designer: Joseph J. Sawatka, P.E. Hancock Engineering Associates 235 Newbury Street Danvers,MA 01923 (978) 777-3050 Date: 11/9/98 Revised:4/8/99 The soil series in this area of Salem is Chatfield Rock Outcrop Complex. In addition steepness of slope and limited lot area pose difficulties in sitting soil absorption systems. The Board granted the variance to allow three feet(3")of naturally occurring substratum beneath a portion of the soil absorption system rather than the required four feet(41). CITY OF SALEM HEALTH DEPARTMENT Nine North Street Salem, Massachusetts 01970 If you have any questions, please feel free to call me at(978)741-1800. Sincerely, Joanne Scott,Health Agent JS/bas cc: Thomas Gagnon Joseph Sawatka, P.E. HANC®CK ° a Engineering Associates i° S LETTER OF TRANSMITTAL , 235 Newbury Street,Danvers,MA 01923,.'�'i a - x •. . 4 r`, ` •p > L 4 - „ (978)777-3050 Fax(978)7747 <• 816 _ • -' r x ' •` 0.i P a O 12 +. street ]62-6MS ;..•ro ' GATE Boston,MA 02210 Yx teY/q/ `SPproJOBOq>j Bolton,M (617)350-7906 (978)779-6767 ATENTION o rnV V TO x k: I � REp .R> , n 4 . N ` ;7Tw\ ' a - stc, §� {.ro° x e mw a3 ,'a Ior 4 t a WE ARE SENDING YOU&0 Attached* El•Under separate cover via > CITY OF SALEMthe following items.l "_ • r' > q- i p',:: •#'�t k;.:.a y ;(x,vrvg»4 ❑ Shop drawings -.s [I Pnns«-* 16.4} - ❑ .Plans ❑ Samples ro >, ❑E Specfications y � a. tp W ,❑ Copy of letter ` ❑ Change order - ❑ Y d 4 :' ` h + . n ^' ,g,,, p „.� �gv.•gx :3� j _11L L COPIES • DESCRIPTION G $ q9 D is sa I s pcw-- THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS t ks2 VIp- VYJl�j Re, AA . Onas- sez true , e 601a 1 rewlu,+ned uA�>() , rAs r,, Q- Cr- o, Pvr�iJ�w.Lt/ C-Loce 4,e, ehtk Inv lcAA a + db- r reur�s I� �l ct, e. a�� 9Q Ixs l3 fLe 6e T Iia `ate , .i 9�a fo�4 Cis- � or- coic,5;� COPY TO 11f P -16.Cxaano^_ e D yt7^ �J (y l/�----- SIGNED:If enclosures are not as noted, kindly notify us at once. w 7083 JUN 14 1999 CITY OF SALEM HEALTH DEPT. SEWAGE PUMP STATION DESIGN COMPUTATIONS For a single family dwelling 8 Cedarcrest Road Salem, MA OWNER AND APPLICANT Thomas Gagnon P.O. Box 8860 Salem, MA 6/8/99 HANCOCK Engineering Associates A DMSION OF RSA.,Inc. 235 NEWBURY STREET, DANVERS, MA 01921 VOICE(978)777-3050, FAX(978)774-7816 SEWAGE PUMP STATION DESIGN COMPUTATIONS Job No. 7083 For: Thomas Gagnon Calculated by: CRO _ Date: 6/8/99 Checked by: JJS DESIGN DATA: Dosing Chamber DESIGN FLOW 330 Gal/Day SOIL CLASS 2 PERC RATE 7 Min/Inch FORCE MAIN DIA. 2 SDR 21 PVC SUBMERSIBLE PUMP SPECIFICATIONS: MANUFACTURER: PEABODY-BARNES MODEL #: SE-411 DISCHARGE: 2" NPT HORSEPOWER: 0.4 SPEED: 1750 RPM IMPELLER DIAMETER: 5.44" VOLTAGE: 115 V SOLIDS HANDLING: 1-1/2" MIN. PHASE: SINGLE PUMP CHAMBER SPECIFICATIONS: STORAGE PRIMARY 330.0 gallons RESERVE 330.0 gallons VOL. IN PIPE RUN 4.9 gallons TOTAL 664.9 gallons DIMENSIONS 1000 Gallon Tank LENGTH* 7.50 feet WIDTH* 4.67 feet DEPTH* 4.25 feet *INSIDE DIMENSIONS ELEVATIONS INLET INVERT 95.76 feet ALARM 93.8 feet ON 93.3 feet OFF 92.0 feet SUMP 91.5 feet CALCULATE STATIC HEAD: DISCHARGE ELEV. 95.98 feet PUMP OFF ELEV. 92.0 feet TOTAL STATIC HEAD 4.0 feet P_gravWxls SEWAGE PUMP STATION DESIGN COMPUTATIONS Job No. 7083 For: Thomas Gagnon Calculated by: CRO Date: 6/8/99 Checked by: JJS CALCULATE EQUIVALENT LENGTH: FRICTION LOSSES IN PUMP CHAMBER: QTY DIA (IN) LOSS/FITTING IF FITTING TOTAL 1 2 5.0 90"BEND 5.0 FT 0 2 2.5 45" BEND 0.0 FT 1 2 14.0 CHECK VALVE 14.0 FT 1 2 1.2 GATE VALVE 1.2 FT TOTAL LOSS a 1 21.0 FT 20.2 FT FRICTION LOSSES IN PIPE RUN: QTY DIA IN LOSS/FITTING (FT FITTING TOTAL 0 2 5.0 90" BEND 0.0 FT 0 2 2.5 45" BEND 0.0 FT 2 2 1.5 22.5"BEND 3.0 FT 1 2 12.0 TEE 12.0 FT LENGTH OF RUN 30.0 FT MISC. PIPE 3.0 FT TOTAL LOSS b 1 48.0 FT 48.0 FT TOTAL EQUIV. LENGTH: 69 FT�� SYSTEM CURVE: (For Gravity Feed Distribution Only) See Pressure System Curve For Pressure Distribution Fields Q V HF/100 HF Hs TDH GPM FPS FT FT FT FT 40 4.1 6.6 4.53 3.97 8.5 50 5.1 9.9 6.85 3.97 10.8 55 5.6 11.8 8.17 3.97 12.1 60 6.1 13.9 9.60 3.97 13.6 65 6.6 16.1 11.13 3.97 15.1 70 7.1 18.5 12.76 3.97 16.7 75 1 7.7--E27-1,0 14.50 3.97 18.5 OPERATING POINT(Flom Attached Pump Curve): 66 gpm @ 15.4 TDH TIME ON: 5.1 minutes P_grav98.xls tilts■imNisriM�roamrEtEEMNSmiEollMOi STANDARD IMPELLER SIZE MONIES wisii N#Bos■EnM umm/Miwm!moms, iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiwiiiPump HP Imp. 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FRAMEctCOIER IF ACCESS MANHOLE RISER REWIRED 2 PUMPS GENERAL NO7F 1. NO. OF PUMPS REWIRED: ONE 4" TOP 2 STA77C HEAD: 3.97 FEET 1. Locations of existing underground utilities/obstructions/systems shown hereon are (6" H-20) FINISH GRADE MIN 12` COVER v [1J J. TOTAL DYNAM/C HEAD AT FLOW 15.4' ® 66 GPM approximate only. A// utilities/obstructions/systems may not be shown. Contractor shall be Q - responsib/e for locating and protecting al/ underground utilities/obstructions/systems, • r 4. IMPELLER DIAMETER. 5.44 /N whether or not shown hereon. W = 4" DIA OUTLET 4" D/A INLET [3J " MAX. L/ UID 5. SOLIDS HANDLING. 1-1 2 MIN. AND OR PA IEMENT - O / l/ underground. - � � � shown, // new utilities shall be / 2. Unless otherwise s ow a III-III- -II 3 - LEVEL-OUTLET IF � 6. MANUF./MODEL (OR EQUAL).• PEABODY-BARNES N 1 8" TO 1 4 STONE [2 TOP OF PIPE [4J0 IN " Co SE41f 3. Contractor shall furnish construction /o}rout of system and site improvements This ® a 4" SDR-35 d [6J 3 I work shall be performed by a Professional Land Surveyor. Property lines shown r� h 7. HORSEPOWER/SPEED.• 0.4/1750 RPM PERFORATED I f0 AI/N I hereon ore approximate. o a `d. . 3 STONE [2J 4" TO 1-f/2" . LEACHING PIPE = v 8. VOLTAGE HASE.• 11511 �' / 4. Safety measures, construction methods and control of work shall be responsibility BOTTOM OF STONE3" of Contractor, 4 ® 5=0" O.C. [2'66" 1 [fJ ,.• 5. Contractor shall be responsible for repair and/or replacement of any existing improvements 20=0" FIELD LENGTH.• 30 L.F. CONTROL PANEL damaged during construction that are not designated for demolition and / or removal 10=6" MODEL: [5J MANUF BARNES TYPE- STANDARD SIMPLEX hereon. Damaged improvements shall be repaired to the satisfaction of their MODEL: 065400 PROVIDE MANUAL ON OFF respective owners. [1,7 EN77RE BOTTOM OF SOIL ABSORP77ON AREA SHALL BE SCARIRED TO 6 DEPTHOF J/4 TO " SWITCH FOR PUMP.A MIN/MUM DEPTH OF 3 INCHES JUST PR/OR TO PLACEMENT OF STONE. 1-f/2" STONE TANK OUTS/DE WIDTH = 5-8 fZOA 6. This plan is not intended to show an engineered building foundation design, which would include details and final elevations of footings, walls and subsurface [2J ALL STONE SHALL BE DOUBLE WASHED. NO. REWIRED: 3 TYPE. MERCURY SWITCH drainage to prevent interior flooding. See architectural and/or structural drawings [1J PRECAST REINFORCED CONCRETE CON57RUC77ON, LOAD RATING. H2O, ALA MANUF./MODEL: BARNES 73612 OR 73613 BS �r FULLY DAMPROOFED EXTERIOR, ALL OPEN/NGS SEALED WATFR77GHT. 7. Any intended revision of the horizontal and/or vertical location of improvements to SOIL A�a7ORP//ON AREA FIELD [2J MANHOLE RISER REWIRED YES, APPROX. DEPTH MANUF. BARNES TYPE.• VISUAL AND AUD/BLE be constructed as shown hereon shall be reviewed and approved by Engineer prior MODEL: 061487 to implementation. ( 310 CMR 15.240-15.253) OF COVER OVER RISER RIM- 6 INCHES VISUAL LEG TO REMAIN ON UN77L REPAIRS 1N/7WE0. ALARM AND PUMP TO BE ON SEPARA7F CIRCUITS. 8. Rim elevations shown for new structures are approximate and are provided to assist TYPICAL CROSS SECTION [3] /F SIDE INLET OF SEP77C TANK /S USED, EX7FNO INLET Contractor with materia/ takeoffs. Finish rim elevations should match pavement, grading NOT TO SCALE PIPE TO CEN7PR OF TANK. PUMP OPERATING SEQUENCE (DUPLEX SYSTEM ONLY) or /andscop7ng, unless specifical/y indicated otherwise. 1. PUMPS OFF [41 WHERE UNDER OR ADJACENT AREA TO BE PAVED, COMPACT 2. PUMP ON 9. Where existing utility lines structures are to be cut/broken down/ abandoned, /fines/structures BACKFILL TO 959 PER ASTM D-1557. J. ALARM ON shall be plugged/copped Aled in accordance with owner requirements [5] UND/57URBED SOIL OR SUBGRADE COMPACTED TO 959 " " PER ASTM D-1557. 10. A# war* on sewage disposes/ system shall be completed by a licensed disposal works instal%r . PUMP SPEC/F/CA TIONS 11. 777e issuance of a permit to construct, or a certiricate of compliance, shall not be construed [61 OUTLET 7FES SHALL BE EQUIPPED WITH A CORROSION as a guarantee that the disposal system w7// function SEGMEN NT /A /N. MA TFR/AL [4][57 MIN, SLOPE (/NST.J RESISTANT GAS DEFLECTOR. (310 CMR 15.231) BUILD/NG TO SEP77C TANK 4 PVC SCH 40, ASTM D1785 1/4 15VV GALLON a7EPRC TANK SEP77C TANK TO PUMP CHAMBER 4 PVC SDR 35, ASTM D3034 1/8 PUMP CHAMBER TO D-BOX 2 PVC SDR 21, ASTM D2241 N.A. (310 CMR 15.223 - 15.227) 817E c NOTES D-BOX TO SOIL ABSORP77ON AREA 4 PVC SDR 35, ASTM D3034 1/8 [21 TYPICAL CROSS SECTION SOIL ABSORP77ON AREA 4 PVC PERFORATED [3J SDR 35, 1/16 NOT TO SCALE 1. A// construction shall comply with 310 CMR 15.000 (777ZE V) and local regulations unless ASTM D3034 FLO{y allowed by approved waivers. [1] ALL PIPE SHALL BE PROPERLY BEDDED, HAUNCHED, BACKFILLED. ALL JO/NTS SHALL BE WA7ER77GHT. 1. BU/LD/NG USE : SINGLE FAM/LY DWELLING Z A// sewage disposal system components are greater than 400 feet away from surface water [2J PIPE SHALL BE LAID LEVEL, FIRST 2 FEET DOWNSTREAM FROM D/S1R/BU770N BOX. 1. FIRST COMPARTMENT : 2009 2. N0. OF DAILY FLOW 660 GAL. BEDROOMS 3 reservoirs and greater than 200 feet from tributaries to surface water reservoirs. : 2. SECOND COMPARTMENT : NONE J. DES/GN NO. OF PEOPLE : 6 J. There are no wells within 100 feet of the soil absorption area. [3J PERFORATIONS DOWN AT 5 AND 7 O'CLOCK. J.OTHERE. USE. 1500 GAL., SINGLE COMPARTMENT SEP77C TANK [4] UNLESS 4. DES/GN FLOW : 55 GPD/PERSON 4, There are no wet/ands within 100 feet of soil absorption area. [5] WHERE SDR 35WPI/PESE S IS SPECIFIED, SCH 40 MALY BE SUBS77TUTED. SSPT/C TANK COMPUTATIONS 5. TOTAL DA/LY FLOW : 330 GALLONS 6. GARBAGE GRINDER : NO (310 CMR 15.223) P/PE SPEC/F/CA 770NS IIVSPEC77ON COVER- SOIL ABSORP77ON SYSTEM REQU/REMEN75 - FULL M.H. TO GRADE (310 CMR 15.251) IF OVER 2000 GAL 1. DES/GN PERCOLA 77ON RA TE : 7 MINUTES PER /NCH 2. SOIL CLASS CLASS /I CI. FRAME & COVER IF ACCESS J. LONG TERM ACCEPT. RA TE: 0.60 GAL./SF MANHOLE RISER REOU/RED 4. TOTAL AREA REO D -LOCAL CODE. 550 SF 1/8" DIA. 5. TOTAL AREA REO'D -777LE 5: 550 SF WEEP HOLE 4""TO 6. TOTAL AREA PROVIDED: 600 SF /OUTLET (TYP.) [1] 12" MIN. COVER (6 H-20) / /, [3J _ ••• ;., REGULATORY NOTES I/A [3J 4" D/A. OUTLET FLOW AND AREA COMPUTA 770NS I. MAX. LIQUID INLET r-------� 1. Contractor shall contact Dig-Safe for underground utility marking at 1-888-344-7233 I -2 [6J F LEVEL=INLET /NV. \ ALL OPEN/NG / (310 CMR 15.242) at /east 72 hours prior to commencement of any work. INLET I ' ao ; OUTLETSEALED WA7FRITGHT2. Contractor shall make himse/f aware of a// construction re uirements, conditions, [7J C 10"M/N e N /� 9� Iand AmItatlons Imposed by permits and approva/s issued by regulatory authorities L--------i £LEVA170NS GAT£ I 2 / r/or to commencement of an work. Contractor shall coordinate and obtain a/l ALARM ON 93.8 VALVECHECK VALVE o constructlon permits required y regulatory authoritiesPUMP ON 93.3 4"x4" 1F \ LENGTH.• 7-6 (INTER/OR) / 3. Al/ work outside of bui/ding that is less than 10 feet from the inside face of bui/ding BAFFLE (/ 1 -8" to 6w DEPTH/2" PUMP OFF 92.0 / 4" / foundations shat/ conform with the Uniform State Plumbing Code of Massachusetts, STONE SUMP 91.5 3 SUMP / DOSING CHAMBER VOLUME 248 CMR 2.00. PLAN [5J�ECT/ON •.• : . j 1. FORCE MAIN LENG7H.• 3o FEET [1J NUMBER OF.OUTLETS• SIX \ �\ % 2. FORCE MAIN DIAMETER.• 2 INCHES j 6" DEPTH T E MINUS J. FORCE MAIN VOLUME. 5 GAL. [2] LOAD RA ZING.- H10 w' /v /v / //,�//.� \// .� .(\��\.\\,. /• CRUSHED STONE `�� i� T\ ,\\r. SELECT SOIL FILL SPEC/F/CA 770N (3f0 C 5.255) MR 1 [3J MANHOLE RISER REWIRED: NO FORCE MAIN POWER & HO/ST [4J 4. DOSES PER DAY ONE 330 GPD Fnported soil. 6 [4J WHERE UNDER OR ADJACENT AREA TO BE PA1E0, COMPACT MIN VOLUME PER DOSE. L SUBMERC/BLE PUMP 5- AVERAGE DAILY FLOW 330 GPD 1. Select sol/ rill materia/ for system construction in All may consist of select on-site soil, or . . • BACKFILL TO 959 PER ASTM D-1557. I [1J LOAD RA ANG. H2O 7. DESIGN VOLUME PER DOSE 2. Select soil All material shall be comprised of clean, granular Bond, free from organic matter i [5J UNDISTURBED SOIL OR SUBGRADE COMPACIFD TO 959 [2J MANHOLE RISER REWIRED- YES, APPROX. DEPTH and deleterious substances. Maximum particle size shall be 2 inches. J.PER ASTM D-1557. PLUS 6.). 335 GAL. OF COVER OVER RISER RIM INCHES - AT GRADE J. A sieve analysis shall be performed on a representative sample of the fill. Up to 459 by 6 ALL OPEN/NGS SEALED WA7FR77GHT. 8. EMERGENCY STORAGE REQU/RED (5.): 330 GAL. [ J [3J WHERE UNDER OR ADJACENT AREA TO BE PAVED, COMPACT weight of the All sample may be retained on o f4 sieve. A sieve onaytsis shall also be I BACKFILL TO 959 PER ASTM D-1557. 9. MIN. TOTAL VOLUME REWIRED performed on the traction of the All sample possin the #4 sieve. Such analysis shall [7J ALL OU7ZET PIPE INVERTS AT SAME ELEVA77ON, LAID LEVEL demonstrate that the material passing the 1.4 sieve meets the following gradation: FOR 2 FEET DOWNS7REAM FROA•f D/S7R/BU77ON BOX- [4J UND/S7URBED SO/L OR SUBGRADE COMPACTED TO 959 BELOW INLET (7. PLUS 8.): 665 GAL. PER AS1M D-1557. 10. USE CAPACITY- Effective Percent 1000 GAL. Sieve Particle Size Passing Sieve D/STA/BURON BOX 1000 GALLONDOSING CHAMBER DOSING CHAMBER CAPACITY f4 4.75 mm 100 - f50 0.30 mm 10 To 100 (310 CMR 15.232) (310 CMR 15.231) (310 CMR 15.254) ,¢100 0.15 mm 0 To 20 NOT TO SCALE TYPICAL CROSS SECTION 1200 0.075 mm o To 5 m NOT TO SCALE N Q1 it O] TAX MAP BLOCK LOT D£sicN CRO 14ANCOC�K SEWAGE DISPOSAL SY87EM UPGRADE tH of Ma DRA • CRO SHEET WN. ti SPL SS N /q/JOjEPH ��s�N Engineering AssociatesDETA/LS AND NOTES 2 OF 2 SERWATKA A DIVISION OF H.S.A., INC. DWG 7083S2 aesa� CIVIL .36 8 CEDARCREST ROAD o No. CHECKED: ✓JS 235.NEWBURY STREET DANVERS MA. 01923 � - Rn �QB ' w 2 CRO ✓✓S 6 8 99 REROUTE BU/LD/NG SEWER TO PUMP f oN'EEa6} VOICE (978) 777-3050, FAX c978) 774-78,6 SALEM, MA RD' U O NO. 1 CRO JJs 4 8 99 RAISE LEACH FIELD ��* ✓ JUN 14 1999 7083 NO. BY APP. DATE REV/S/ON DESCR/P110N ` Civil Engineers, Land Surveyors & Environmental Consultants DA 7E• 6/8/99 PREPARED FOR. GAGNON HEALTH DEPT, As-built Grades C-Q{nonen t Elevations As-Built Proposed Building Sewer at Foundation 96.33 96.33 Septic Tank Inlet 96.26 96.11 Out/et 96.18 95.86 Dosing Chamber Inlet 95.73 95.76 Out/et 96.01 95.01 LEGEND A/arm 94.30 93.80 EXIS ANG PROPOSED On 93.810 93.30 As WATER SERVICE 05 Off 93.010 92.00 a .. .• rad® .. FORCE MAIN ■ = = •FMM = SUMP 92.4.9 91.50 _ 676 SEWER LINE AND MANHOLE �SSaH -- SIZE MATER/AL Cc FLOW D/RECAON � !. DRA/NLINE WITH PIPE SIZE, MATER/AL Soil Absorption System ;;, __ _ a-r 12"RCP DMH Beginning of Line 1 95.T4 95.75 c __ __- _ _: d' FLOW DlREC710N CATCH BASIN SSD MANHOLE & ROUND CATCH BASIN Ds Beginning of Line 2 95.74 95.75 a -- _ Z po----C>--- ROOF DRAIN AND DOWNSPOUT a0 Beginning of Line 3 95.74 95.75 -- uo - PERFORA7FD UNDERDRA/N -UD-- - Fo - FOUNDA770M DRAIN FD Beginning of Line 4 95.74 95.75 w -pC}- WA7FR MAIN AND VALVE w-►♦- End of Line 1 95.60 95.60 t7 End of Line 2 95.60 95.60 c-D4- NA7URAL GAS LINE AND VALVE c-►f- s -- PROPERTY LINE End of Line 3 95.60 95.60 P End of Line 4 95.60 95.60 EASEMENT LINE TOWN LINE - - - t .. MATCH LINE As-built Ties �., - � - LIGATURE TO INDICATE CON7IN000S Structure A R C L' OWNERSHIP ACROSS LINES I N720 4646.?23£ !N720 4623 E' Septic Tonk center manhole 18.7 24.1 6B£AR/NG & DISTANCE ALONG BOUNDARY Pump Chamber center manhole 23.5' 28,9' « 249.56' » TOTALED BOUNDARY FRONTAGE «249.56' » Distribution Box 17.4 32.6' Al2 ELEVA770N BENCH MARK Soil Absorption Area (D) 21.6' 22.2' X X- BARBED WIRE X- Soil Absorption Area (E) 49.7' 30.8' STONE WALL Soil Absorption Area (F) 51.5' 46.4' I - o so CCF CHAIN LINK FENCE WITH HEIGHT -0 6aCLF Soil Absorption Area (G) 24.5' 41.4' -5 I ❑ WOOD FENCE WITH HEIGHT -5-X- ■ 20' -iii iii- EDGE OF LAWN Structures 24"- OF O - Ha- - - +y - EDGE OF GRAVEL OR DIRT ROAD Septic Tank 1500 Go/%n ii-ec)IL A05oQa`�oKAF`-A EDGE OF PAVEMENT Dosing Chamber 1000 Gallon E S71NG SHED uGc - CURB (see abbrevfations) VGC Septic Tank to Soil Absorption Area 4" did. PVC o P M a r� -w- - - n•- -- PATH OR TRAIL J Soil Absorption Area 4" did. PVC -----92 x 232.6 SPOT ELEVA77cN' 7sc n --92---- -- El EVA 77ON CONTOUR 24 `- Inspection G I - INTERMITTENT STREAM, DRAINAGE DITCH D , - OR EDGE OF SEASONAL POND/NG AREA Date: 9/26/00 TI�r 1 = SHORE LINE (see abbreviations) Present: Jason Ellis - HEA DI zRIgV b - MEAN HIGH WA7FR �� a MEAN LOW WATER Bill LinskeyF-71 --- '.x-83 LIMIT OF BORDER/NG VEGETA7ED WF7LAND (WITH FLAG NUMBER) EDGE OF WOODS OR BRUSH (DRIP LINE) EXIS DWELL/NGOROOM X26.8 PROMINENT DECIDUOUS 7REEju 26.8 Installer 12 IV WITH ELEVA77ON, SIZE AND SPEC/ES 12"M Bill Linskey O 026.8 PROMINENT DECIDUOUS 7REE 26.8 18TH ELEVA77ON, SIZE AND SPECIES 18"P P.O. Box 891, So%m, MA 131 •p WITH O ROCK OUTCROP (LEDGE) DpSINh CNrtF1�3[R 5EQT1G 7A1J� 0 LWT OF COASTAL BANK O IRZ LIMIT OF INNER RIPARIAN ZONE /RZ ORZ LIMIT OF OU7FR RIPARIAN ZONE ORZ °" 0 O LIMIT OF WF7ZANO REPLICA77ON AREA • O O LIMIT OF 100-FOOT WFRAND BUFTER ZONE O 44 AL/M/T OF 100-YEAR FLOODPLAIN A G 0 -- LIMIT OF 10-YEAR FZOOOPLA/N ♦♦ - CEDAR CREST R O' `O 1 LIMITPR07 C7 CONSERVANCY DISTRICT, WATERSHED PRO1FC7/0N D/STR/CT, OR "INLAND FLOODPLAIN" In Sk T FENCE --�- HAYBALES SURFACE RUNOFF D/REC77ON �.... -r Z WA7FRCOURSE f Z 0 W �L -+ PIPE FLOW 035.2 7FST PIT WITH ELEVATION ® PTIS PERCOLA77ON TEST SITE PLAN o SP2 SOIL PROBE SCALE. 1"620' O SB3 SOIL BOR/NG O GM5 GROUNDWATER MON/TOR/NG WELL CD STONE RETAINING WALL U 0 RETAIN/NG WALL v Q 7 BUILD/NG, L/GHT, STEPS & OVERHANG 3 O N TAX MAP BLOCK LOT DES/GN. CRO SEWAGE DISPOSAL SYSIFM UPGRADE COC DRAWN.• CG SHEET 21 - 79 E OFA-S Engineering Associates AS BU/L T l OF l RRIIVC+HARD F. 'CSp A DINSIDN OF H.S.K. INC DWG. 7083AB v DCIVIL Y CHECKED. RFD 8 CEDARCREST ROAD No.3 ,3 235 NEWBURY STREET, DANVERS, MA. 01923 JOB M gyAq�s �s y1- VOICE (978) 777-3050, FAX (978) 774-7816 SALEM, MA NO 7083 NO. BY APP. DATE REVS/ON DESCRIP77ON Civil Engineers, Land Surveyors do Environmental Consultants DA 7E- 11/01/00 PREPARED FOR. GAGNON -. .. �T'y^ ti M..W •. ' r*ylr;• ^' .•'vt ,ryJl4:....a:• ..:' f I �A 77 V 89VCH MARKS PLAN' //��1'�=NT A 7UM. (Nor A CONSTRUCnON S£OU£NCE) CQNSIRUC77ON RE'OUIREMEN7S NO DXSCR/PITON ED EL. Y -Fo. , • • _. �� ,.ir1t LO � SUBSURFACE SEWAGE DISPOSAL - �•: a� c f CANsmr ww OMN£R REGARDING PRESL"RVATIOW or TREES. FCH4 A ' UP. \r SYSTEM Z9"Q41C "SPIKE 1 t-UP. IDD DD •! L jj ? INSTALL ICCO GALLOIJ PUMP C.HAt-f&ER. 2. U.P. "°'4'ZpJL SPIKE I't UP PUMP OUT EXISTING SEPTIC TANK /LrXH FITS. BREAK DOMIV TANK /LEACH PITS /" .. - i X04•. j�' ` ,'O AND DlSTR/BUnON BOX. BACKFILL Ml7N 6' MINUS CLEAN, GRANULAR SOIL. J. r I ^�,. y < 4 > R£MOW AND REPLACE A AND B SOIL HoRm vs MITHEL SECT sm FILL. Z _ - ► ,. s 2000'' OINSTALL SOIL ABSORPnOW AREA AND CONNEC77NG PIPE. INSTALL '15 MIL. RUBBER EPDM LINER , FIRE57DNE P014D 6Ul1R0 09 MUAL TOP EL- 96.3 � 8077019 a CL* 11.0 OR•LIFME. WATER SERVICE 7,l INSTALL DISM18UMN BOX AND CONN£C7TNG PIPE �t i y y V � � �17v� � � FA4GrMAlN r��atst�� • 8'i°i SE'MER ow AND MAAWOLE ^.+�..Ss•�0■� 8 INSTALL SE'PnC TANK AND CONNEC77NG PIPE, " = ,9ZE NA7MAL & FLOW DIRECWN DRApM'ANAr WlH PAPE S12& NA7ER/AL Lww 8COMPLETE WAtE77nGXtT CONNECnGW TO EXISTING BUILDING SEN£R M FLOW OfR£CTK.U14 CA IM 8ASI SN MAApy�' � RD7pypCA7p4BASW DID--._= ROOF ORAAV ANO DOWI*V I'JT f0REROU7E EXISTING U77LI7Y SERVICES AS NECESSARY. _ Y _ _ _ -- ' --U' A� ��-- � " _ m Fg ' MLVpAnGw ARANN �or-4- REMOVE AND PROPERLY DISPOSE Or ALL WAS7E TREES, „i --- - w --pa— WA1E7P MARY AND VALVE 11 S7ZIMPS AND SLASH �' ° f l~ _ G --{ - NA7U4AL GAS LAME ANO VALVE � - .. .. .�..,� �.� .�� pRgPERTY LANE f2 BACKFILL AND FINISH GRADE ALL D/SIUI?BED AREAS r 0� -- — - EASEMENT LAVr OVER ALL DISnIRSED AREA$ PLACE 4- DEPTH LOAM. i1. � T^ - - - t3 tow LAC FINE GRADE AND NYDROSEED (ANNUAL MIX). / /j 13 11 - MA?VH LNIE I I9,58Z SF. 7 L- — L/GAner. 70 NVICAYE CONANUOUS /54mIqONNER-9#P ACROSS LNdEar ��/p/ �•� ,1 ,1 55.36' .�SJ6"� V4/7L� i7f DATA / t / X1S77NG SHED ~N120.4623E 'BEARAVC � LaiSTANQE ALANC BOUNDARY � �t�1E r / Tp << 249.56' a> 7t7TALED 8OUWARY n?ONTAOIE «249.56'>> D607H BELOW T ,tom �12 ELEVA"ON BENQN MARK PERC GRADE O f7EZD RA 7E _.�_ TEST 12' LEVEL (!N.) (M/NDN.) DATE A•i ( —x- - -- 8ARM MIR£ S P2 54' T t 1/4/98 EXIST17J6 r c cx=� r_oaorx'x� 1CYMr WALL CON( Rare �I� , a � j c � =F CHAAV LINK FENCE Mf7H HE7QYT 5c� EVALUATA4. OhARLEs OXEN PADS 7 of / t r . ��~ � s wr o mm nwcr wjH Htm"r nvM..• MARK TALLMAN, BrmaY B.O.N. Z EDGE GR LA OW IN EDGE or G?A bn OR DIRT ROAD DEEP su[ cgs OAxF r-t r-2 LEACH ARrEA ice ( ,� - +►- - - w - OA 7E 11/4/48 11/4/48 {APPRDX) I / 1 1 ,►-----�- -EDGE' 01F PAVEItETIT rCx Q?AOE LZ 98.1 01'7.6 { } ! EX/S77NG 3 BEDROOM/ ESHG"w EX < 91, c a9.3 t {d DOMING 1 ucc CURBtsar anersvktrnns) -' - OBS Ow Q VIIIA N/A + — — •t —PA 7H OR TRAIL ` —— ►� I EXISTING 5470 GAL 2..725 SPOT arm mw ✓"�- Do Bormw a. 91•tc 99.3 SEPnC THINK A' $ 1 - IZEVAYXW- r-I . I I) 1 j ---ss- -- --- AV IERM/T7EN�Sm. DRAINAGE aXH O-.7o A/17LL 1011? J/J SAAVY LOAM ! /ys 1 1 0q EDGE Or SEASl7NAL PM0M AREA JO-48' B. 10rR 4/7r SAM?Y LaAAQ MASSFW fRtABLE ii 11 I+ 48-7811114' C 25Y 3� Y Laub mAs9W f1MABL£, I !T IZS - ! -, = SPYOFIE LlALr (s+t abbtrrtfatNxrs) REFLLSAI • 84'(MIESI� 15CNE4�� ►t7PY BaVY �, MGM M9 09.�7?wv Ow RMSAL alb V&ST cao OF a;a.r) 1 MEAN LOW WRIER NO Homs # �+ MEAN LOW M'AIER .L-? AOL 0-42' A/M t07R J/J SAAVY LOAM top � �83 -_ LAINT or BAQIaER/NC V£Gf7ATED MEILAND 42-54' Bw MYR 4/6 SAAOY LOAM, MA35 W FINABLE + - (Mrn! FUG AXAitBE'R) 54-10' C 2.SMAS9W fMA&& REFUSAL • 102' ISJC G7AVE{/ l> £51 ifaPY BYYVY EIX,LF OF MOOt05 CRI BRY/5Rl (a?!P LAVE) J`' ASC Lg.Sn7?rEv ew �"• (�,Q, (�/"� (� �•~ /''+. ,,,�.�...�.,.J�../ No rterrLes CEV, 1! tl.. t \ ES 1 ROAD 5i1rp-M WNnEVA77c7V, �'M 26.8 fa40IMSMENT GEi:+107/OtlS 7REr SIZEANO SPEpES 26.8 PI4owevr DEL yalS IREE ?6.8 18-P WN ELEVAnON, SIZE AND VCOrS f8'P T . , ROG71' OUXROP (LaW) p LAIRT or COASTAL BANK p 100 IRZ r awr o AYAim RIPARIAN ZaIE /RZ ORZ LAINT or QUIET? RIPARYAN ZGI'VE OK'Z _00 _ LAI!/7 or METLAIVO REPLICAnON AREA • O ~ \,• �.�r -- Q LMT OF t00-�Ft7QT MRrJLAND 8107mZLWE 0 ex l5- m6 _—p-- L/ANT OF too-?EAR nOOOPUNW A IGRAPE L/ANT or f0-FEAR FLOGOPLANN k c � BF'�J'LKOU-T � �. 2NSTkLL LIM..IeR• + LNNNT OF CONSERVANCY(X3TRtCT, WA7ERSH O.r 1K.OL K"00TE No PRDlrcnow aSIRICT, Q4 7NLAN0 F(QQOPLAAV' f - SILT PENN ICM)� HA MALES SiNPFAQE RUNLa'F' aREcnOw —.... 9S v v qg WAn7fCOURSE n 0 W a SOMM OF s-rbmeppr now EV RSt 1635.2 E7. TEST PITT w?H EVA)70v +— REPLACE WIM `t SELECT SOIL FILL ® PT6 PE7wctxAncw ZEST SP2 SOX PROBE I e PLAN tI t► 0 S63 SOt BaWV >1min N F Ow HOlMILOW PfoM SCALE.• f x20' D.E.E. VARIANCES c ass Gi�70r/NDWAIE7? Mcwt7z.1'?tNc HELI. vzs slcwE RfTANWwc WALL ? °R ESHwf pL/ gEet nflON 1RDED =�=-^- RETAAIANlG WALL /'�W I�(�, C !'� QUIRMENS i, r I 4B IN 30 IN 4l 91•D7 SCALE. 1 •20" (NA9/ZGNTAL) t. ALLOW INSTALLATION OF SOIL ABSORPTION SYSTEM IN AN jK,WT $Mrs d OWWANC AREA 1M M LESS THAN THE REQUIRED DEPTH OF NATURALLY L BUCDMVC 9D +' 4 90 11-2' (V77t'nCAL) OCCURRING PERVIOUS MATERIAL. {REF.:.3i0 CMR 15.210(,)) { DE3ai'GN.• CRO +� UPGRADE f99 ! PASSED 711£ EXAAtlNAnOW APPROVED TAX MAP K �Q„T �✓�. v71CWAC� �L S V �-� C/P�.7I�7AA/A- SHEET ! C.`ER17FY THAT !N OCIOSER � � E�►�� DRAON..• .S*cRO 817-E �N ANQ PROFILE OF 2 BY 711E DEPAR7ME7VT or EmwRANMENTAL PRO7rC)7 N/ AND THAT THE• "tEVALUAncN WAS PEHlT.VPMED BY ME caysrs7EHT M►7H THE REQUIRED 7q wP�pSEPH�ss°r�� Engineering Associates DW 7OWS 7RAAVtNG4 EXPERnS£, AND EXPERIENCE AESC4tBE0 IN 310 CMR 15.018 (2). SERWATKA A D"AS"0N OF " "~ "" 8 CEDARCREST ROAD /gyp . CIVIL �^ C.7/rMo.' ji 5 / �V[7 14,,36 81 �¢ 235 NEWBURY STREET, DANVERS. MA. 01923 SALEM] MA NO. �� '�� TEE• ,�w vacE (978) m-3oso. I"Ax (97e) ns-7a1a p 2 GI,a V5 G 8/99 REKovtt R�ILnIn1U SEUER 7b PvMP GERMED SOIL EVALUATOR s, "aLe=' 708J CHARLES OLDEN Y..Y PREPARED FA4.• VOVOMI I cRo a,s q 519, RItISV' LChCH FIELD DA 7E- llIq Igg Civil Engineers, Land Surveyors k Environmental Conraltanb DATE II�q�9P1 NO. BY APP. DA7E REW90N DESC.I'iIPnAN C.I. FRA ME&COV£R lF ACCESS MANHOLE RISER REOU/RED[2 PUMPS GENERAL NOS L N0. OF PUMPS R£QU/RED.' ONE 2' 4" TOP (6" H-20) 2. . STATIC HEAD: 397 FEET 1. Locations of existing underground utilities/obstructions/systems shown hereon are MIN 12" COVER approximate only. FTN/SH GRADE Al/ utilities/obstructions/systems may not be shown. Contractor shall be [1J 3. TOTAL DYNAM/C HEAD AT FLOW. 15.4 ® 66 GPM responsible for locating and protecting all underground utilities/obstructions/systems, ••, : .. ; ..•..,; . o -_ - - - -� 4. IMPELLER DIAMETER.• 5.44 /N whether or not shown hereon. W III- FILL AND/OR PAVEMENT =� (_I I 4" D/A OUTLET . MAX. L/OU/D 4" D/A INLET [3J 5. SOL/OS HANDLING. 1-1/2" MIN.3 III- 2. Unless otherwise shown, all new utilities shall be underground. `� 1 8 TO 1 4 STONE 2 LEVEL=OURET 6. MANUF./MODEL (OR EQUAL)- PEABODY-BARNES " TOP OF P/PE [4J INVERT q0 SE41f J. Contractor shall furnish construction layout of system and site Improvements. 7h1s a 4" SDR-35 ;� [6J 3" t I work shall be performed by a Professional Land Surveyor. Property lines shown ® e N h 7. HORSEPOWER/SPEED: 0.4/1750 RPM hereon ore o roximate. o a 3 4" TO 1 •�- PERFORATED I 10 M/N I PP LEACH/NG P/P£ `} v 8. VOL TAGS HASE. 115 1 STONE [2J .r �' / 4. Safety measures, construction methods and control of work shall be responsibility BOTTOM OF STONE 3" of Contractor. 2'6" 4 0 5=0" O.C. 2'6' [1J ..• 20=0" FIELD LENGTH.• 30 CF. 5. Contractor shall be responsible for repair and/or replacement of any existing improvements CONTROL PANEL damaged during construction that are not designated for demolition and / or removal f0'-6" [5] MANI BARNES TYPE. STANDARD SIMPLEX hereon. Damaged improvements shall be repaired to the satisfaction of their " MODEL: 065400 PROVIDE MANUAL ON OFF respective owners. [1] ENTIRE BOTTOM OF SO/L ABSORP77ON AREA SHALL BE SCAR/1TED TO 6 DEPTH OF 3/4 TO / 1-1/2' STONE TANK OUTS/DE WIDTH = 5'-8" SWITCH FOR PUMP. A MIN/MUM DEPTH OF 3 INCHES JUST PRIOR TO PLACEMENT OF STONE. FL OA 7S 6. This plan is not intended to show on engineered building foundation design, which [2]ALL STONE SHALL BE DOUBLE WASHED. N0. REQU/RED: 3 TYPE. MERCURY SWITCH would include details and Lina/ elevations of footings, walls and subsurface NO. REOUIODEL: BARNES 73612 OR 73613 drainage to prevent Interior flooding. See architectural and/or structural drawings. [11 PRECAST REINFORCED CONCRETE CONS7RUC77ON, LOAD RATING• H2O, ALARM FULLY DAMPROOFED EX7FR/OR, ALL OPEN/NGS SEALED WATER77GHT. 7. Any intended revision of the horizontal and/or vertical location of improvements to MANUF. BARNES TYPE. NSUAL AND AUDIBLE be constructed as shown hereon shall be reviewed and approved by Engineer prior SOIL ABSORP770NAREAFIELD [2] MANHOLE RISER REQU/RED. YES, APPROX. DEPTH MODEL: 061487 to implementation. (310 CMR 15.240-15.253) OF COVER OVER RISER RIM.• 6 INCHES VISUAL LEG TO REMAIN ON UNTIL REPAIRS IN177ATED. PUMP TO BE ON SEPARA 7F C/RCU/TS: 8. Rim elevations shown for new structures ore approximate and ore provided to assist TYPICAL CROSS SECTION [3] /F SIDE INLET OF SEP77C TANK IS USED, EXTEND INLET PUMP OPER ALARM ANO NO SEQUENCE RA7FSYSTC ONL Y) Contractor with material takeoffs. Finish rim elevations should match pavement, grading NOT TO SCALE PIPE TO CEN7FR OF TANK. or landscaping, unless speclfica//y indicated otherwise. 1. PUMPS OFF [4] WHERE UNDER OR ADJACENT AREA TO BE PAVED, COMPACT 2. PUMP ON 9. Where existing utility lines structures are to be cut/broken down/ abandoned, /fines/structures BACKFILL. TO 957' PER ASTM D-1557. J. ALARM ON shall be plugged/copped fl//ed in accordance with owner requirements. [5] UNDISTURBED SO2 OR SUBGRADE COMPACTED TO 959 " PER ASTM D-1557. f0. Al/ work on sewage disposal system shall be completed by a licensed disposal works installer . 6 OUTLET TEES SHALL B£ EQU/PFFD WI7N A CORROSION PUMP SPEC/FCA BONS 1L J Se issuance of a permit to construct, or o certificate of comp/fiance, shall not be construed [ J guarantee that the disposal system will function satisfactorily. SEGMENT /A /N MA 7FR/AL [4][5J MIN, SLOPE 0&!I.) RESISTANT GAS DEFLECTOR. (310 CMR 15.231) BU/LD/NG TO SEPTIC TANK 4 PVC SCH 40, AS7Y D1785 1/4 ^^ ^A �+ S£P77C TANK TO PUMP CHAMBER 4 PVC SDR 35, ASTM 03034 1/8 1500 G4LLON SSF77C TANK PUMP CHAMBER TO D-BOX 2 PVC SDR 21, ASTM D2241 N.A. (310 CMR 15.223 - 15.227) SITE N07ES D-BOX TO SOIL ABSORP77ON AREA 4 PVC SDR 35, AS7M D3034 1/8 [21 TYPICAL CROSS SECTION SOIL ABSORPTION AREA 4 PVC PERFORATED [3J SDR 35, 1/16 NOT TO SCALE 1. A// construction shall comply with 310 CMR 15.000 (ARE V) and local regulations unless ASTM D3o34 FLO a//owed by approved waivers [1] ALL PIPE SHALL BE PROPERLY BEDDED, HAUNCHED, BACKFILLED. ALL JO/NTS SHALL BE WATERTIGHT. 1. BU/LD/NG USE : SINGLE FAM/LY DWELLING 2. A# sewage disposal system components are greater than 400 feet away from surface water [2J PIPE SHALL BE LAID LEVEL, FIRST 2 FEET DOWNS7REAM FROM D/57R/BU770N BOX. 1. FIRST COMPARTMENT : 2009' DA/LY FLOW = 660 GAL. reservoirs and greater than 200 feet from tributaries to surface water reservoirs. 2. SECOND COMPARTMENT : NONE 2. N0. OF BEDROOMS : 3 [3J PERFORATIONS DOWN AT 5 AND 7 O'CLOCK. J. DESIGN NO. OF PEOPLE : 6 J. Mere are no wells within 100 feet of the soil absorption area. J. USE. 1500 GAL., SINGLE COMPARTMENT SEPTIC TANK 4. DES/GN FLOW : 55 GPDERSON [4J UNLESS OTHERWISE SPECIRED ON FLOW PROFILE. � 4. There are no wet/ands within 100 feet of soil absorption area. [57 WHERE SDR 35 PIPE /s SPEClnm scH so MAYBE sues77TVTED. SEPTIC TANK COMPUTATIONS 5 TOTAL DA/LY FLOW : 330 GALLONS 6. GARBAGE GRINDER : NO (310 CMR 15.223) PIPE SPECIFICA BONS /NSPECnOV COVER- SOIL ABSORPTION SYSTEM REQUIREMENTS fULL M.H. 70 GRADE (310 CMR 15.251) /F OVER 200'0 GAL. 1. DES/GN PERCOLATION RA TF : 7 M/NU7FS PER /NCH 2. SOIL CLASS CLASS // C.I. FRAME & COVER IF ACCESS J. LONG TERM ACCEPT. RATE. 0.60 GAL./SF MANHOLE RISER R£OU/RED 4. TOTAL AREA READ -LOCAL COVE• 550 SF 5. TOTAL AREA REQ'D -777LE 5.• 550 SF 1/8" HODIA. 6. TOTAL AREA PROVIDED: 600 SF " WEEP HOLE 4" TOP � t OU7ZET (TYP.) [1J 12 MIN. COVER (6" H-20) REGULATORY NOTES ri [4J 4" D/A. OUTLET ' 4 `%� r-------� -�� MAX. LIQUID INLET / FLOW AND AREA COMPUTA 770NS1. Contractor shall contact Dig-Safe for underground utility marking of 1-888-344-7233 INLET -1 -2 [6J : ALL OPENING �, LEVEL=INLET /NV. /� (310 CMR 15.242) at /east 72 hours prior to commencement of any work. INLET ' I ' OUTLET � SEALED WA7FRTIGHT o [6J [7] " \moi l0'M/N ^ `� 2. Contractor shall make himself aware of a// construction requirements, conditions, ' ' A and /imitations Imposed b permits and approvals issued b regulatory authorities G TE P y P PP L_______J ELEVATIONS Z / y 9 y .I VALVE prior to commencement of an work Contractor shat/ coordinate and obtain o/l ALARM ON 93.8 e P y 1=8' � CHECK VALVE p � construction permits required by regulatory authorities. 4'x4" TEE PUMP ON 93.3 1 -8 6 DEPTH LENGTH ' V (INTER/OR) J. A// work outside of bui/ding that is less than 10 feet from the inside face of building BAFFLE (/F REQ D) " " " PUMP OFF 92.0 / / 3/4 -1 1/2 4" foundations shall conform with the Uniform State Plumbing Code of Massachusetts, PLAN 5 STONE SUMP 91.5 J. SUMP DOS/NG CHAMBER VOLUME 248 CMR 2.00. [ J SECTION / 1. FORCE MAIN LENGTH: 30 FEET [1] NUMBER OF OUTLETS- SIX / 2. FORCE MAIN DIAMETER.• 2 INCHES [27 LOAD RA ANG. H10 6' DEP7H OF 2" MINUS CRUSHED STONE J. FORCE MAIN VOLUME. 5 GAL. �\ ��/r /v /ice/�//. \/� \. .\\�`� [3] MANHOLE RISER REQU/RED. NO 6MIN FORCE MAIN POWER & HO/ST [4J 4 DOSES PER DAY ONE SELECT SOIL F/LL SPECIF/CA 770N (310 CMR 15.255) SUBMEWE BLE PUMP 5. A VERA GE DA/L Y FLOW 330 GPD 1. Select soil All materia/ for system construction in rill may consist of select on-site soil, or [4J WHERE UNDER OR ADJACENT AREA TO BE PAVED, COMPACT . . VOLUME PER DOSE. 330 GPD imported soil BACKF/LL TO 959 PER ASTM D-1557. [11 LOAD RATING. H2O [51 UNDISTURBED SOIL OR SUBGRADE C0MPAC7F9 TO 95% 7. DESIGN VOLUME PER DOSE 2. Select soil fill material shall be comprised of clean, granular sand, free from organic matter PER ASTM D-1557. r2J MANHOLE RISER REQUIRED: YES, APPROX. DEPTH J. PLUS 6.).• 335 GAL. and deleterious substances Maximum particle size shall be 2 inches OF COVER OVER RISER RIM. 0 INCHES - AT GRADE [6J ALL OPEN/NGS SEALED WA TER 77GHT. 8. EMERGENCY STORAGE REQUIRED (5.): 330 GAL. J. A sieve analysis shall be performed on a representative sample of the All. Up to 459. by [3] WHERE UNDER OR ADJACENT AREA TO BE PAVED, COMPACT weight of the All sample may be retained on o 14 sieve. A sieve anayls/s sha/l a/so be BACKFILL TO 959. PER ASTM 0-1557. 9. MIN. TOTAL , VOLUME REQUIRED performed on the fraction of the fill sample in the 14 sieve. Such analysis shall [7J ALL OUTLET PIPE INVERTS AT SAME ELEVATION, ,Y LEVEL demonstrate that the materia/ passing the 1'4 sieve meets the following gradation: .FOR 2 FEET DOWNSTREAM FROM D/SIR/BUTION BOX. [4J UND/S7URBED SOIL OR SUBGRADE COMPAC7F0 TO 959. . � BELOW INLET (7. PLUS 8.).• 665 GAL PER AS7M D-1557. Effective Percent 10. USE CAPACITY 1000 GAL Sieve Particle Size Passing Sieve Cr D187RIBUnON BOX 1000 GALLON DOSING CHAMBER DOSING CHAMBER CAPACITY > 4 4.75 mm foo (310 CMR 15.232) 310 CMR 15.231 /50 0.30 mm f0 To 100 � ( ) (310 CMR 15.254) /100 -0.15 mm 0 To 20 NOT TO SCALE TYPICAL CROSS SECTION f200 0.075 mm 0 To 5 M_ NOT TO SCALE N Oi m O TAX MAP BLOCK L o T HANCOCK DES/GN. CRO SEWAGE DISPOSAL SY87EM UPGRADE �zn OF ti.as. DRAWN CRO SHEET °J.. DETAILS AND NOTES N S _�� Engineering Associates 2 of 2 m �t SERWAiKA A WASION OF H.SA., INC. DWG. 708352 u `IVIk 36 N8 CEDARCREST ROAD j 'o9F�isre��'o 235 NEWBURY STREET, DANVERS, MA. 01923 CHECKED: J✓S JOB 2 CRO ✓✓S 67e;;9'9 REROUTE BU/LD/NG SEWER TO PUMP SSnNA�E,,;O`� VOICE (978) 777-3050, FAX (978) 774-7818 SALEMr MA NO m 1 CRO ✓✓S 47879-9- RAISE LEACH FIELD c' NO. BY APP. DA 7F REWS/ON DESCRIPTION ^r+ / Civil Engineers, Land Surveyors & Environmental ConsultantsDA 7F 6/8/99 PREPARED FOR. GAGNON 7083 Linskey Construction,Inc. 7 GENERAL CONTRACTORS • ENGINEERS UNDERGROUND UTILITIES • EXCAVATION • HEAVY EQUIPMENT RENTAL P.O. BOX 4507, SALEM, MASSACHUSETTS 01970 (508)744-2700 24 HOUR EMERGENCY NUMBER(508)745-3656 FAX(508) 745-3443 October 26, 2000 OCT 3 0 201AI CITY OF SALEM Mr. Mark F. Tolman HEALTH DEPT. Sanitarian City of Salem Board of Health Nine North Street Salem, MA 01970 RE. GAGNON/8 CEDARCREST ROAD/SALEM,MA. Dear Mr. Tolman: Please be advised that Linskey Construction,Inc., has completed the septic system installation at the above referenced location in compliance with Title 5 regulations,the approved design plans and all City of Salem requirements. Thank you for your assistance and courtesies extended during construction of this system. Very truly yours, LINSSK�KEY CONSTRUCTION, INC. William M. Linskey, Jr. Vice President/Operations WML:IaI cc: Gladys Gagnon a HANCOCK % Environmental Consultants t� ^ - k 235 Newbury Street,Danvers,MA 01923 " ,x(978)777-3050`Fax(978)774-7816 d,,�+ tva . ., ell ❑ 12 Farnsworth Street , ❑626 Main Street �'+ e DATE Joe No 1,}+ Boston,MA 02210'- a e" Bolton MAO[740z♦ �� I Ili •• 1 (617)350-7906 0 `. (978)779-6767 r ATTENTION - • .q t Q rn�rk_ ToUknIn a TO �d Via , , i WE ARE SENDING YOU w ❑FAttached ❑ Under separate cover via the following items ...« ^, ❑ Shop drawings , n 'Cl Prints' , ❑ Plans - ❑ Samples ❑ Specifications -❑ ^C p'y of letter r ❑ Change order ❑ COPIES DATE NO. DESCRIPTION _ THESE ARETRANSMITTED as checked below: ��/// !moi For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑\ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS NOV 7 �9pn HEAq 7HSnrcPT COPY TO /) n SIGNED: If enclosures are not as noted,kindly notify us at once. HANCOCK Engineering Associates 235 Newbury Street #7083 Danvers,MA 01923 (978)777-3050 November 2, 2000 Fax (978)774-7816 Bolton, MA Salem Board of Health (978)779-6767 9 North Street Boston,MA Salem, MA 01921 (617)350-7906 Attn: Mark Tollman Re: As-built Certificate of Compliance 8 Cedarcrest Road Dear Mr. Tollman: I hereby certify that the sewage disposal system installed by Bill Linskey, at 8 Cedarcrest Road (Tax Map 21, Lot 79) was installed as shown on the enclosed as-built plan. The approved design flow is 330 gallons per day. Enclosed are two copies of the as-built plan for your use. This letter is submitted as a substitute to fulfill the requirements of Certificate of Compliance signature on DEP approved form 1255, Rev 5/96. Please note that the issuance of a Certificate of Compliance shall not be construed as a guarantee that the system will function as designed. Should you have any questions, please call me. Very truly yours, HANCOCK ENGINEERING AS/1SOCIATES TL �� HDOH RG F, DOH �'FG\ ER fY N I Richard F. Doherty, P.E. CIVIL Engineering Division Manager No.31433„ � 40; a� IST�� OWL Enclosure VVT/cro cc: Thomas Gagnon Bill Linskey File # 7083 Division of Hancock Survey Associates,Inc. • , �. . .. . . 7Y w 4,Y•W! • rr„t,.y: ,r •v,• :•p,g:..:^T:.t•;- NOT770N MWIV47VQMS� PLAN �/r/E / LZEVATJ10111/�MG'HMARKS ( A CONS71PUCnON S£DUENC£) 7HES£ DRAWNGS ARE /MENDED 70 A DA MR- ASWM£D per • , SHOW CONSTRUC7701V REOU/RENEN7S F[aP A SUBS7JRFA0.r SEWAGE u DISPOSAL NO. N O CONSUL 7' IN1F/ ONIV£R REGARDING PRESERVAnON Or IR£ES DESCRIP770 SYSIEA/ aOAK �. P IW.OD •L- -SPIKE I I1J57ALL ICtb GALLON PUMP CHAMBER1, ZII , A J PUMP OUT EX/S71NG SEPnC TANK /LEAc.H PITS. BREAK DOW TANK /LEACH PITS 2. U.P. '�42o/L - SPIKE I'tUP 100,19 �� u � t AND DISIR/BUnOl1/ BOX. BACKFILL W7H 6' MINUS CLEAN, CRANLKAR SOIL. r \\ 4 REMOVE AND REPLACE A AND B SOIL HORIZONS MI1N SELECT SO2 FILL. OINSTALL SOIL ABSORP77ON AREA AND CONNECTING PIPE. J 1- 2000' OINSTALL tis MIL. RUBBER EODM LINER FlRE57DNE PbA1D GVI�RD OR EQU�IL L- PROPOSED r� El_• 96.3 BOT7DM a £L= 41.o OR•LEGYaIE. ,•snNc ss O7 INSTALL D/S1R/BUnAN BOX AND CLWNECANc P/P£. v —*S -- WAFER S£RNC£ FdtL£ A/AAV Sw BY 53EMER LAME ANO MANHOLE .��•Ss�� 8 INSTALL S£P77C TANK AND CONN£C7/NG PIPE. S' AIA B7glru fLOW OVR£C1fON N DRA#X#kr W7H PIPE` SIE; MATMAL pM �:: 1T RCP & FLOW D/RECnGV, CA IDN BASIN O CGItIPLEI£ WA IERnCHT COVNECnGN TO EXISTING BUILDING S£N£R. ----- __ ,VAMNOEE a R0lAy0 CA TW BASIN IV RO-0- ROOT ORAAV AND DOW-4W /r _� f0 R£RCU7E £X/S71NG U77L/TY S£RNCES AS NECESSARY. � � - -- -- - - -- - --- -- UO PERftlY4AlED (AVgER0,4AAV -- �+ -- FOfNNDA?XW ORAAV i A0 - w--N- 11 REMOVE AND PRGIp£RLY DISPOSE OF ALL WAVE TREES, � • / ---- -_-__ w -�� WATER MAAV AND VALI£ STUMPS AND SLASH /�1 - - _ ( C--+- h�' / c -- 1- NA nXAL GIS INC AND VAL b£ 12 BACKFILL AND FIN/SH GRADE- ALL DISTURBED AREAS 6 �9 I PROPERTY LM - - - - [I(ANN - 1J OVER ALL DISTURBED AREAS; e" DEPLOAM £ASPMENr LAVE• � � t1 -- - - — FIN£ GRADE AND HYDROSLr£D (ANNUALL DEPTH LOAM 13 701W LME� 1A/A7C7I LA1rlr 9,582 = sF. / I �MIAJ 5 7 /.ACAIUP£. 70 /INDICATE cYwnNuoris L SOL TEST DA TA � / ' „ � � � _�98-' - OMNE7t9`NP AC40SS LAVES xrsnnlc sflEn - ss.16• -, "�'�• r B£ARAVG DISTANQr ALONG BOUNDARY 1170 f6?TF DEPTH BELOW O I N/104.56 E<< 249.56' >> IDTALED BOUNDARYfRGWTAGE rt219.1Q'» PERC GRADE O nELD RA IE AX 17 ELENA n0N BENCH MARK u LEST 12� LEVEL (/N.) (M/N/1'N.) DA lE• P? 54- 7 11/4/98 I --X--r- BARBED MIRE EX1571�Jb r ' 1 ( COPJLRETE !w SrO E WALL 6. ezF I PADS 0 6o CLF CNMV LNMK fENCE MIn/ wwr -0 p- Aor EVALUATOIQ CHARLES OGOEH ■ MORD FENCE WIN HL70mr W NES* MARK rALLA/AN, BEVERL Y B.O.H. J` DEEP SIX DSS Haf 7-1. T-T �(ISTIh►(� Z � 4 I DA Ir IF14198 1114 LEACH AREA i —••• •••- EDQr F LA OW GiPAQE EL Qg,l 011.5 (APPRO) I � I l - I # - •+► - - - +r - EDGE OF MA I•EZ o4 D/RT ROAD A WWWr ES OW EL < 91. V c 89.5 3 i (� £X/S77NG j IN��/ 1 1 we- T dA4B (seeM6r OF p Rona) me 08S Ow EL N/A N/A MIN. M - - w - PA 7H OR TRAIL BDr1Cw it. 961` 89.3 EX/SnNG 500 GAL ".. $r 1 1 ; SEP77C TANK g 1 x 732.6 SPOT nEVA VON IVCJ O-JO- Al"U 10 YR YlJ S&VY Law --- --92- '- --- EIEVA nCw L1LYV70L/R n JO-180 Br /O/R�I/�!f SAM7Y LCLW MASS/£ MABLE48-781w C 1 _ RUESU • el-(%-& � �e o4A SAW Y LAa�`ERY�r��f I �# q �� S 1 1 OR EDC-• Or SEASONAL PLW01N0 AREA NO Q9SE7t1ED CM REWSAI c 7� EAST cNo OF Not E) - - _ Av7ERM/rrENT SIREAAI, ORANVACE D/1D4 Aa MOTTLLrS = SJNo4E UAE (ass Pbbre►hfkna) I1 \) .. 1 MEAN AfW WATER +*2 o-sr- A/FKL lout J4sAhnrtaw � �• � ;j { MEAN LOW WATER 4-10 ' C .5Y 1t SAM7Y Law, MAS311£ fRu6Cf �' B�-�� LAINT eF BA4AER/NC trGETA7ED MExAND (MInI Fuc NtIlA4fR) s+-rat• c ?.sr� r taw, MASsr►e fAIA� REFUSAL • 102• 11T A NJPY BgVY NO Q9SER►ED Cw C EDARCR QST ROAD �`J`")`J`J No me-rmes EDS Or »1,�DS 01? BR1�I OW • c6.B PRoAffmr DEYyouOus 1Rf1r 1926.8 12-M WW EE£VA7101V 572E RAID SPECIES 12IM 26.8 PRowvvvr DEaDuo s 7Rf£ ! C 26.8 18NP W7H aEVAnON, 572E AND SPECIES 180P 100 bD 7..7,,7,777,77,-7.. ROCK O VIDPA' (LEDGE`) ` Q LAI MT or ca4s AL BANK 0 IRZ LAII/r or MNER RIPARIAN ZCWE /RZ s ORZ LAIA7 Or OUMN R/PAR/AN ZONE OY4Z • O Lw1r or ME7LAND REPLICA770V AREA • O xISTINb . awr or foo-RIOT ME$AND BUTTER ZONEIF CaRADE oc -p-- LAN/r Or foo-YEAR FLOOIDPLIAV Lr OF to-YEAR n000PLAIIV ♦♦— BRFArm-r \ TNSTkLL LIIJP MM � L/M/T Or CONS'_7PVANCY DISIR"CT, WATERSHED M 6L+ 9b.3 �. SEE KEY 110TE •lo PROWC710Y D/SIR/Cr, IV INLAND fL0OYXAAV- f —a— Z/ Sx T fFNCE 1�- \ OOOOOm a `r .��= HA MALES •• .• •• •• •• •• . � 95 ... . .. SrA4f'AGE RUNOFF OIRECndN EL0M OF S-rwig WA1£RCDURSLr fIOW �Z F REPLAC.E WrIH P/-s f tr SELECT SOIL FILL 35.2 1E3T RT Iw7H ELEVAnav T o c 2 ® PT6 PERCOLAn0IV TEST F J a �o e N APPROxIP WTF_ BpTT �+/�� -FLAN oM �7I Z FLO SP2 SYNC PROBE Z :} OF Ow HORIZON SCALE: 10-20' O 583 SOIL BA41NC D.E.P. VARIANCES O cm &WWDWA 7E7t MCNfTaWG PELL ESHWTq'SOSTOVE R£TAANIVG WALL T-I • W �� REGULATION J�Q�PE12 �—_�_ RerAM/NVC WALL 91.07 SCALE- 1'=20' (HORIZONTAL) 90 90 1=2, (1�R77CAL) 1. ALLOW INSTALUT10N OF SOIL ABSORPTION SYSTEM IN AN 16 IN 36 IN M n o to I ^ o AREA WITH LESS THAN THE REQUIRED DEPTH OF NATURALLY ; -� OCK.Dt1!(' LI&Vr STEPS & OVERHANG a OCCURRING PERVIOUS MATERIAL. (REF..-.310 CMR 15.210(1)) 110 9 T-2 I 873 _� /�/�y�/�� +y�� /gip� �� / CERnFY 7HAT /N OC7o&-R 1994 / PASSED 7HE EXAM/NA nOV APPROVED TAX MAP BLOCK •!�T J`i�iL �! \/O'Vi� DESIGN CRO "AGE /�h71-WAL V/�7/ W V/-1.7r7I` D SHEET BY THE DiPARmwr Or ENNRCWM£NTAL PRO7EC77OV AND WA 7HE SM DRAMN,• S*CRO £VALUAnCW 'WAS PfRFA4AIED BY M£ CYW57S7£Nr W7H wr REou/REn 21 �g 4P�s"OF `: 5, WE PLAN AND PROFILE I of 2 7RAAVMQ EXPERnSE AND EXPERIENCE- DESOP/BED /N 310 CVIR 15.018 (2). o=t JOIA'TKA m Engineering or*wxnOF N.As�elates sSERWATKA � ONG. 7G1B TS • No. 6981 `° CWM�. �J S 8 CEDARCREST ROAD U�CEQWE O ✓OB .p �0 4 235 NEWBURY STREET• DANVERS, MA. 01923 SALEM] MA 2 Ma 315 8/49 (LEKOVIt- 16J1LA1n)U SEUEP, -Ib R1µp CETMED SOIL EVALUATOR s�� e� .}` VOICE (976) 777-3o5o, FAX (978) 774-7816 NO kL E I GRo JJS y 6/9'I RkIS>= LCAcH FIELD DA 7E11 J9 149 CHARLES OGDEN PREPARED FOI4• GAAIIGN JUN 14 1999 7083 NO. BY APP. DA 7E REW.90N DESQ?IPnON Civil Engineers, Land Surveyors k EnvirOnmental Consultants DA 7E 11/9'96nC CAI MA HEALTH DEPT# IMPORTANT MESSAGE FOR ?�/ ali-k DATE J • a9 . 9 TIME 490A) P.M. PHONE 744' - 3531 AREA CODE NUMBER EXTENSION 0 FAX U MOBILE AREA COD f NUMBER TIME TO CALL TELEPHONED PLEASE CALL CAME TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CALL WILL FAX TO YOU MESSAGE 1nQo . s_ C ,-P-2_ to .ate U.49 a.« ,,, pm o0 SIGNED 40 FORM 4009 OM. MADE IN U.S.A. i IMPORTANT MESSAGE FOR �L A.M. DATE Y Z / 7 TIME /1 5Z) P.M. M OF- PHONEF /// PHONE / � T 1 LI/q AREA CODE NUMBER EXTENSION ❑ FAX O MOBILE AREA CODE NUMBER TIME TO CALL TELEPHONED PLEASE CALL CAME TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CALL WILL FAX TO YOU MESSAGE ^/ o SIGNED 6WFORM 4009 w CPS MACE IN U.S.A. HANCOCK mm Engineering Associates� �?'-x LETTER O TRANSMITTAL 6 r'4 235 Newbury Street,Danvers,MA 01923 (978)777-3050 Fax(978)7747816 t q„ ❑12 Farnsworth Street " > w"�;;O 626 Main Sheet !� DATE JOB NO 33J i y Boston•MA 02210 " •`" �'u. Bolton.MA 01740 ''"� .*, / ZZ 99 •4'-'.s "y-.70 "f (617)350-7906 t��rJJJyy�r,�t `. 1{./1e(9^7n18))7'_79-6767 (a ATTENTION T 1IM� k 4'M1 TO . NF,t1ISN' 1 Y l `-' " ,•k y ` RE: E3 Ce1rcr"+ ,,9DJ q,�3 "fir" "��.? ♦ a., w.. „ '!9,y+ • t'�9�'. a',<3 " " ray, f.m xk x ;wr.,.Fv � w*l.tip-'-�� >WE ARE SENDN GVOU* 0Attached .•4 ❑!Under separate cover via, ,@ the following items " ❑ Shop drawings ❑ Prints' ElPlans L1Samples 11 Specifications ❑,Copy of letter z ❑ Change order. ❑ `' *"- X`'^ `* fi ¢ df.°` X� h''F"�• � 4�`�S � ��.t�aM-b h.,y'4l .. e.:n i ., t' COPIES APR 2 3 199 CITY" HEALTH DEPT. THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS ,Nn� k&W Is 4-t, reN�"a ciao Aa-a-I �/pt �uow J, it, 11 va,. �Z �' Smi� abs�rp s,,sJ�.. awe �re,,,xtxt,oa�, �eoge, �j COPY TO SIGNED: /jL(.4•(�//t (.^/y41��, If enclosures are not as noted,kindly notify us at once. __ ._.. .. ... . k /V/ ► AZY04 y.V7ESPLAN NE .T ELEVA /7CY• BSVC MARKS (NOTA CONS7RUCTIOW SEOUENCE) THESE DRAWINGS ARE INTENDED >O DATUM.' hSSKJM>=D .d<m e`e' - i� e4• �� ' o For_ SHOW CONSTRUCTION R£OU/REM£NTS FOR A SUBSURFACE SEWAGE DISPOSAL NO. DESCRIP77ON R 1 CONSULT WITH OWNER REGARDING PRESERVATION Of' TREES. SYSTEMT, mo OAK -5PIKE 1''0,17. ILb.00 sol 11 OCHaAKaE INTERIOR PLUMBING so THRT LAUNDRY Is REDIRECTED \J � .••••., • l 2 TO SEPTIC TAW, ,4.ID RAISE BUILDING 5EWER INVERT TO /n. y • • k ELEV % 91e,T • AT LOCATIOW SHOWN. A, o OPUMP OUT EXISTING SEPAL TANK /LEACH PIT5. BREAK DOWN TANK /LEACH PITS Z UP! #lf20ll` - SPIKE• IIt UP 100,19eeNyGla • o 3 AND DISTRIBUTION BOX. BACKFILL WI7H 60 MINUS CLEAN, GRANULAR SOIL. O4 R£MOV£ AND REPLACE A AND B SOIL HO4/ZOWS WITH SELECT SOUL FILL. Z 3 r OINSTALL SOIL ABSORPTION AREA AND CONNECTING PIPE. /. 1' 2000' OINSTALL '45 MIL. RUBBER EPDM LINER , FIRE5TDNE P19ND GUARD OR EQUAL s 6 TOP EL- 96.3 6OT70M a I;L= 41,0 OR•LEME. O7 EX/SLEPSMAD PROPOSED INSTALL DISTRIBUTION BOX AND CONNECTING PIPE. ANG ws -- WATER .SERNCF t. , FORCE MANN ■ t. t• �f7V e. t. t. B INSTALL SEPTIC TANK AND CONNECTING PIPE. SEMER LINE AND MANHOLE N = SIZE MA7ERUL & FLOW DIREC77ON y a 11 RCP 014A/AC/MLr N/IH PIP£ SIZE, MA)ER/AL �y O COMPLETE WA TERTICNT CONNECTION 70 EXISTING BUILDING SEWER. D FLOW 01 W 7H PY, SZT NA M - - -=-- - -MID:: MANHOLE & ROUND CA7DN BASIN 10 RD—o- ROLi� ORANV AND DOMNSI°0C/T REROUTE EXISTING U11L/7Y SERNCES AS NECESSARY. � - -- - � --_- A IED GWDER04A/N ---oD--- LIS un PERFC.14 11 R£MOV£ AND PROPERLY DISPOSE Of ALL WASTE TREES, w AND VAL -per ID FD w WA MANN VE --►�- S7UMPS AND SLASH / , I c 12 >x / c -- 1- NA7WAL GAS LNVE AND VALVF BAC,7CF7LL AND f7NlSN GRADE ALL DISTURBED AREAS. �/ �C PROPER TY LIVE -- I (p /moi y -- - 13 OVER ALL DISTURBED AREAS, (AC4' DEPTNI LOAM. EAsrmiNr LINE II 13 fINE GRADE AND HYDROSEED (ANNUAL MIX). IX. 8 > 7010V LAVE -- - - - — 5'MIF� Me 582 `- 5-F NA MH LAE L 7 — LMA7U?E TO /N&CA7E COYANUOVS a7V/Li7/ DA /A / EXISTING SHED ONNER57NP ACROSS LINES J6 � O I N12v�613"£ B£AR/NC h DISTANLL� ALONG BOUNDARY DEPTH BELOW N120461T E l N/JN.IMT « 249.56' » 70MUD BOUNDARY FRONTAGE' «249.36'» PERC GRADE O N/ RA 1£ - I naw BENCH MARK TEST 12' LEVEL (IN.) ( J DATE' A/2 RrVA� I P2 540 7 11/4/98 EXIS71tilb S —x x— BARBED WIRE CONCRETE '9 I I cx « coocxoo SrOAC WALL EVALUATOR CHARLES 01;DEN PADS G<„ i pC I I c 6o CSF [a4A/N UAM1' fENC WITH HEIGY/T _0 6oGYF 7 W MIESS.• MARK TALLMAN, BEVERLY B.O.H. } �� ❑ #ox FE71/(,E 1W7H H£K,YIr 5 DEEP SOC OBS Hax r 1 >-2 EXIS_Mt T —rir rr — EDGE OF' LAW DA IE 11/41V8 11/4IV8 LEACH AREApr GRA Ion OR DIRT ROAD GRADE EL 48.1 e'I•B (APPROXIEDGE l — -- E9{CW'E[.. < 91,(v < 89.3 � 3 � # 1I EXISTING 3 BEDROChtI I EDGE* OF PAVEMENTVCCI OBS ow EL N/A N/A I I OW£LL/NG I I - i► - - - ,r CURB ("oraDAres*atlons) BOT7pv El. 961D 89.'5 EX/STING 500 CAL I I/ I I - - -- x- - PA 7H O4 TRAIL KtaC 1� SEPTIC TANK 4' $ I - 232.6 SPOT EZEV nav WWI- mc A sAmy EDAM JO-46• w IOW 41V SANDY L0AA1, A/AS9 W MABEE I I I I I -- --- - -- --- EZEVA PON CON70UR 92 11 48-78/84' C 2.3Y 3� St Y LLLW MA59K£ fR1ABLE I # {•s I I — _ 1mmm/77ENT STREAA/, DRAINAGE D/roY REFUSAL • 64'(M/ESl' 13x KALPI L WRY BONr I 125 ± _ _ 014 EDGE A� SEASONAL PAND/NC AREA EFUSAI c 79 A T Eu e+a.e _ _ Atl Q95ERKED Ow REFUSAL E 5 0 of ) NO mom—CS _ = SHORE UNE ase abbeWatkins ( ) 0-42- Al"U tow J/3 SAAvY Low * # �I} " I A/£AN /#ON WRIER 42-340 B� fOW 4A SAN7Y LOAM MAS9K£ FRIABLE s Z 1 1 . 34-102' C 2.1Y 3 SI Y LOAM, MAS9K£ FRIABLE, �' Bj MEAN LOW WATER AV REFUSAL vw ow 15s APAKEz/ct�LES KERraavr � (Wl7H RAG NUMBER) —e-�_ Lmr OF B04DIER/NC V£GErA70 WE7IJI/N0 No norn.es C E DA R C R E S T ROAD .�.�.�J EDGE CFWgADS 07BRus1/ (DRIP LINE) S26.8 26.8 PRommmr DEODllous TREE• . 26.8 12"M WI7H EZEVA770V SIZE AND SPEOES �w 12•M M 26.8 �EZEVr nONp SIZE AND SP£CJ£S �� 1B P 26.8 1817 100 � � bD T� TT7.'T� ROCK OC 700 (LED6Z) Q LIMIT Of COASTAL BANK O lRZ LIMIT OF INNER RIPARIAN ZoAc /RZ ORZ umir OIC OUTER RIPARIAN ZONE O4Z - - EXISTING • o uM/r Or WETLAND REPLICA 1700V AREA • O �4RADfr O uM/r or 100-f'OOT WE71AN0 BC/FFER ZOWE O L/M/r OF 100-)TAR FLOODPLAAN T BRIFAKOUT 2NSTkLL LIU � ELS 9(x.3 �\ SEE KEY NoT'E "lo UM/r Or 10-YFAR fZOLYJPLAIN ♦♦— UMIr z ' Y DISTRICT WA AER-WED PRo7En ON DISInICOVSERVcr OR 7ND F1007WLAIN' 1 SILT FENCE -lL----E- : X HAYBALES 95 45 ELL9S of 5701JE f7 WSL/17ER BUR110 WR£CnGYV =Z PIPE flow �- V (` 35.2 �r Prr W 7H ELEVA new o _ EPLAC WITH ® 1776 PERG101CATIOW LEST SELECT SOIL FILL f = <S V C %A a a `^ APPRoxIMME 6oTToM SUE G PLAN (' SP2 SOIL PR04E OF Ow HORIZON SCALE. 1'=20' O S83 SY.1C BORING l D.E.P. VARIANCES o GM5 GROuNDWATFR ANON17DWG WEZL _ ESHWT PROF Vl�LE FI ROW / /7STD4F IPETAAOMVC WALL ^ w 9 071 SCALE. 1'=20' (NOR/ZANTAL) REGULATION REQU/RMENT PROVIDED —_— o 90 11-2' (VFR77CAL) RETA/AmvG WALL 9D i. ALLOW INSTALLATION OF SOIL ABSORPTION SYSTEM 1N AN 48!N 35 IN AREA WITH LESS THAN THE REQUIRED DEPTH OF NATURALLY MAW WGi LAQNT, S7EPS & OVERHANG OCCURRING PERVIOUS MATERIAL. (REF.:,.310 CMR 15.240(1)) I T-2 91.3 A AT ►rte DEs7av CRO "AGE DSPOSAL SY8TEM UPGRADE / CERnFY 7HAr /N ocm&-R 1994 / PASSED THE EXAM/NAnON APPROVFD TAX MAP BLOCK LOT ]LZL�.L�1�®Cvl' SHEET BY 71NE DEPAR7MENT O�- ENWRONAIEINTAL PROTE•CnON AND A/AT 7HE SOIL � DRAWN SPM�CRO � OF 2 EVALUA77ON WAS PERFA4MED BY ME cowsrSlENT WITH THE REQU/RET) 2 7� }�t"��OSEP s sG Engineering Associates D S <<j'� PL,4N AND P/90F/LE 7RA/lV/NG, EXPERTISE, AND EXPERIENCE' DESO WDED /N 310 GNR 15.018 (2). s J A pMslon ov H.sw, �+c 8 CEDARCREST ROAD u CYuH ' m CH£QKED JJ S �� ,o � 235 NEWBURY STREET, DANVERS, MA. 01923 JOB CERTIFIED SOIL EVALUATOR y (�Q`� `-- '�� ea �` VOICE (978) 777-3050, FAX (978) 774-7816 SALEM] MA NO. I CRD J35 y 9441 RAOSE' LGAe-H FIELD DATE If r9 9, CHARLES OGDEN NO. BY APP. DATE RE14SION DESCRIPTION `1 I Civil Engineers, Land Surveyors do Environmental Conaultanb DAA. /IM9g PREPARED FOR- G40VON 7083 FLO GI. fNAME & COVER /F ACCESS 1. BUILDING USE : SIM&L,9 FAMILY DWEL_LING �CA,C /►� �+ MANHOLE R/SFR R£OU/R£D 2. NO. OF BEDROOMS -- 3 GENERA RAL /YO75a7 M/N 12" COVER 2 [ ] J. DESIGN NO. OF PEOPLE : (° FINISH GRADE 64 HT p 4. DESIGN FLOW : 55 GPDIPERSON 1• Locations of existing underground utilities/obstructions/systems shown hereon are - ( ) approximate on/y. A// utilities/obstructions/systems may not be shown. Contractor shall be FILL AND/OR PAVfM£NT III [1� 5. TOTAL DAILY FLOW : 3'�Q_ GALLONS responsib/e for locating and protecting o// underground utilities/obstructions/systems, 3 -III- - .':. ... . .. IJp_ whether or not shown hereon. -� 6. GARBAGE GRINDER 118" TO 114 STONE 2 TOP OF P/PE 4" D/A OU7LET MAX. UQU/D 4` DIA INLET - ® y" SDR 35 y LEVE"L.=OUTLET t [3J SOIL ABSORPTION SYSTEM REOU/R£MEY 2 Unless otherwise shown, o/l new utilities shall be underground. n' INVERT - 1. DESIGN PERCOLA7701V RA 7F : Z M/NU7FS PER /NCH J Contractor sho/l tumish construction /o t of buildingand site Improvements. This e 3/4" TO 1-1/2" [4 O ' STONE 2 ' . LEACHING PIPE �4 a 5'-a" o.C� .� (6J 10'N/N ^ ;� 2. SOIL CLASS CLASS IL work shall be performed by a Professional Land Survyor. Property lines shown BOTTOM OF STONE [ J I I J. LONG 7FRM ACCEPT. RAM D,LD GAL./SF 1 w hereon ore approximate. O 5--D" 2=h" [ J y 4. Safety measures, construction methods end control of work shall be responsibility ZO .- o. FIELD LENG7N__3o - 4. TOTAL AREA RE00 -LOCAL CODE. 550 SF of Contractor. -L.F. 3. ,,. .....• 5. TOTAL AREA REOD -7777E 5. 55o Sr er 6. TOTAL AREA PROVIDED: LAS Sr 5. Contractor shall be responsible for repair and/or replacement of any existing improvements damaged during construction that are not designated for demolition and / or removal / ` FLOW AND AREA CO/NPUTA710/1/5 hereon. Damaged improvements shall be repaired to the satisfaction of their 10-6 [5J e6' EPTH OF J140 l0 respective owners [11 ENTIRE BOTTOM OF. SOIL ABSORP77ON AREA SHALL BE SCAR/PIED TO t-1/2" S•TAM£ A MIN/MUM DEPTH OF 3 INCHES DIST PRIOR TO PLACEMENT OF STONE. TANK OUTSIDE IfIDIH = 5'-8" (3f0 CMR 15.242) 6. This plan is not intended to show an engineered building foundation design, which [2J ALL STONE SHALL BE DOUBLE WASHED. 4" O SCH 40 PVC would include detal/s and Ano/ elevations of footings, walls and subsurface GOOSENECK drainage to prevent interior flooding. See architectural and/or structural drawings. (1J PRECAST REINFORCED CONCRETE CONS7RUCTiON, LOAD RA TING.- H10 SET At70�� SOIL A _ FULLY DAMPROOFIED EXTERIOR, ALL OPEN/NGS SEALED WA7FRT7GHT. f 7. Any intended d fslon of the horizontal andevf vertical location of improvements tor N�p�A �e' ^ be constructed as shown hereon shall be reviewed and approved by Engineer prior /Teti GLfJ [2J MANHOLE RISER R£OU/RED: E�S NO IF YES, APPROX. DEPTH to implementation. (310 CMR 15.240-15.253) OF COVER OVER RISER RIM. 6 INCHES FIN/SH GRA 8. Rim elevations shown for new structures are approximate and are prov7ded to assist TYPICAL CROSS SECTION (3J IF, SIDE INLET OF SEP77C TANK /S USED, EXTEND INLET Contractor with materia/ takeoffs Finish rim elevations should match pavement, grading NOT TO SCALE PIPE TO CENTER OF TANK. or landscaping, unless specTAcol/y Indicated otherwise. [4J WHERE UNDER OR ADJACENT AREA TO BE PAVED, COMPACT 1J 9. Where existing / PP utility lines structures are to be cut/broken down/ abandoned, /fines/structures BACKFILL TO 95X PER ASTM D-1557. OpE) sha/l be Plu99 ed co ed A//ed in accordance with owner requirements [51 UNDISTURBED SOIL OR SUBGRADE COMPACTED TO 95X PER ASTM D-1557. 10. A# war* on sewage disposal system shall be completed by a licensed "disposal works instal%r". 11. The issuance of a permit to construct, or a certiflcote of compliance, shall not be construed [6J OU7LET TEES SHALL BE EQUIPPED WITH A CORROSION 4" 0 SCH 40 SOLID TO as o guarantee that the disposal system will function satisfactorily. ,SEGMENT DIA. ANT GAS DEFLECTOR. DESIRED RISER LOCA 710 A• (/N) MA 7�R/AL [4J[5J MIN. SLOPE j/N/F'T.) RESIST BUILD/NG TO SEP77C TANK 4 PVC SCH 40, AS7JN 01785 1/4 [7J TANK SHALL BE MONOLIMIC. (ONE PIECE CONS7RUC770N) H £R 77ED TO SOIL 12 Proposed building ed as to nfor ancon and location to the lot as shown ore conceptus/ /�,1 /�� +Cp�/ TANK BSA4P77ON AREA PIPES and shall be verified as to conformance with Ana/ architectural plans and zoning ordinances SEP77C TANK TO 9-BOX 4 PVC SDR 40, ASTM D1785 1/8 1500 w`4LLV/Y 8Ef ✓fC TAN [1J WNERE UNDER OR ADJACENT AREA TO BE VPD, COMPACT prior to construction. TC19-eE,Y = P49 &9R 32/, P46-90 66p21i /1414, (310 CMR 15.223 - 15.227) BACKFILL TO 95X PER ASTM D-1557. D-BOX TO SOIL ABSORP770N AREA 4 PVC SDR 35, ASTM D3034 1/8 [2J TYPICAL CROSS SECTION VENTDETAIL SOIL ABSORPTION AREA 4 PVC PERFORA7ED [3j SDR 35, 1/16 NOT TO SCALE AS7M D3034 TYPICAL CROSS SECTION [1J ALL PIPE SHALL BE PROPERLY BEDDED, HAUNCHED, BACKFILLEDD, ALL JOVNTS SHALL BE WATER77GHT, I. SINGLE COMPARTMENT : 20OX DAILY FLOW = GVD GAL. NOT TO SCALE A� [2J PIPE SHALL BE LAID LEVEL, FIRST 2 FEET DOWNSTREAM FROM DISTR/BU77DN BOX. 2. SECOND COMPARTMENT (IF REOU/RED): 100X DAIL Y FLOW = _N_fgSUE_ GAL. PUMPS N07ES [3J PERFORA77ONS DOWN AT 5 AND 7 O'CLOCK. 2. USE: 1590_ GAL., COMPARTMENT TANK 1. NO. OF PUMPS REOU/RED: 1. A// exposed Anish grade surfaces within the buffer zone shall be loomed, seeded and mulched. STA77C HEAD: -_ FE 141 UNLESS OTHERWISE SPEC/PIED ON FLOW PROFILE. Tl ,1 •�// /�/1I�p�//T �j�� - 2. A// sewage disposal system components are greater than 400 feet away from surface water I (SJ WHERE SDR 35 PIPE IS SPECIFIED, SCH 40 MAYBE SUBS717U7E0. xP//C TA NK Vw/YIrV/A /MY�7 J. OTAL DYNAMIC HEAD AT FLOW � ® � PM reservoirs and greater than 200 feet from tributaries to surface water reservoirs 4. /M LER DIAMETER,• _ _ IN J. Ali construction shall comply with 310 cmr 15 (7771E V) and lata/ regulations unless allowed (310 CMR 15.223) by approved waivers. 5. SOLI HANDLING- MIN. pC �+p�/� G7I/+,1 Tf/ 6. MANUF. ODEL (OR EQUAL): PEAR Y-BARNES 4• ft s There ore no-oM wells within P�/ G a FECI� CA //V/Ya7 INSP£C710N COVER- 100 feet of soil absorption area. FULL M,H, TO GRADE 7. HORSEPOWE PEED: __/ RPM 5. There are no wet/ands within 100 feet of soil absorption area. (310 CMR 15.2511) IF OVER 2000 GAL. 8. VOL TAGE/PHA C.1 FRAME & COVER IF ACCESS CONTROL PANEL MANHOLE RISER R£OUIRED MANUF,• BARNES T MODEL: _�� R014DE MANUAL ON/OFF TCN FOR PUMP. 8" DIA. 4" TOP FLOATS OUTLET (TYR) [1J 12` MIN. COVER P HOLE (6' H-20) NO. REOU/RED.• TYP . MERCURY SWITCH �/� �1 /spy �//� �+ MANUF./MODEL: ARNES �- _ REGULA TCO / NO75 _____ [4� (3, 2` D/A. OU71ET . . .. .... ...,. . 4. D .,r� ALARM __ 2 [6J ��I MAX. LIpU/D IN T / MANUF. BA ES TYPE.•_ L Contractor shall contact Dig-Safe for underground utility marking at 1-888-344-7233 INLET iL . ALL OPEN/NG re LEVEL=0U7Z£T INV. o MODEL: - INLET of /east 72 hours prior to commencement of any work. INLET i too INLET OU7LET � SEALED WAMR77GHT N 3 - I NSUAL EG TO REMAIN ON UN77L REPA/ IN/T1A MD. [61 = [7J ` z 2. Contractor shall make himself aware of al/ construction requirements, conditions, 10 M/N ALAR AND PUMP TO BE ON SEPARATF U/75 _FLEvA nOwS y GA '� ' and /imitations imposed by permits and approvals issued by regulatory authorities' VAL I P prior to commencement of any won*. Contractor shall coordinate and obtain o/l ALARM ON CHECK VALVE ;� / PUMPS OFF construction permits required by regulatory authorities 4`x4' TEE _ PUMP ON (5 , 2. PRIMARY (LEAD) PUMP ON BAFFLE (IF REO'O) f -8 60 DEPTH PUMP OFF Y , � J. BACKUP (LAG) PUMP ON AND'/OR ALARM ON J. A/l work outside of building that is less than 10 feet from the inside face of building 3/4`-1 1/2` 4' h / (PUMPS MUST ALTERRNAA+7L�)��+ ��+ foundations shall conform with the Uniform State Plumbing Code of Massachusetts, PLAN [S��SEGTION STONE SUMP \ 3` SUMP 161 rVMP S! GvII 74A /MYa7 248 CMR 2.00. ,. [1J NUMBER OF OUTLETS: SLY 'ri\ ,\ (310 CMR 15.231) [2] LOAD RA TNG- f0 20 60DEP7 SOF 20 TONE MINUS \/ DOSING CHAMBER VOLUME r �� [3J MANHOLE RISER REQUIRED: YES l�/F YES, APPROXlMA7E Ii '\ '\\ \ �\ /\ \/�� FORCE MAIN LENGTH: EET SELECT SOL FILL SPECIRCA //V/Y (310 CMR 15.255) DEPTH OF COVER OVER RISER R/AAjr /LACHES. FORCE MAIN PO W£ dr HOIST 14 2. ORCE MAIN DIAMETER. INCHES 1, Sect soil All material for system construction In All may consist of select on-site soil, or [4J WHERE UNDER OR ADJACENT AREA TO BE PAVED, COMPACT SUBMERCIBL UMP J. MAIN VOLUME.• -_ GAL. imported soil. BACKFILL TO 95X PER .ASTM D-1557. [1] LOAD RA TNG- 0 H2O [5J UND/57URBED SOIL OR SUBGRADE COMPACTED TO 95X [2J MANHOLE R/ R REWIRED: YES NO /F YES, APPR DEPTH 4• DOSES R DAY. 2. Sect soil A// material shall be comer/sed of clean, granular sand, hoe from organic matter PER ASTM D-1557. OF COVER VIER RISER RIM. INCHES 5. A VERA GED Y FLOW -_ GPD and deleterious substances Max/mum particle size shall be 2 inches. [6J ALL OPEN/NGS SEALED WA7ER77GHT. [3] WHERE NDER OR ADJACENT AREA TO BE PAVED, C CT 6. MIN. VOLUME P DOSE. GPD J. A sieve analysis shall be performed on a representative sample of the fill. Up to 45X by BAC LL TO 95X PER ASTM D-11557 weight of the All sample may be retained on a /4 sieve. A sieve anawsis shall also be 7. DESIGN VOLUME PER SE [4J U /STURBED SO/L OR SUBGRADE COMPACTED TO 95X performed on the fraction of the A// some/e , ov ssina the /4 sieve. Such analysis Shall [77 ALL OUTLET PIPE INVERTS AT SAME ELEVA770N, LAID LEVEE R ASTM D-1557. J PLUS 6.): GAL. demonstrate that the materia/ passing the 14 sieve meets the following gradation: FOR 2 FEET DOWNSTREAM FROM DIS'1R/BUTTON BOX. [ SEPERA7F RISER FOR FLOATS (REMOVABLE FOR SENCE/INSPEC m J 8. EMERGENCY ORAGE REOU/R (5.). GAL. Effective Percent [61 TANK SHALL BE MONOL/IH/C. (ONE PIECE CONS7RUC7)ON) 9. '"11N. T L VOLUME REQU/READ Sieve Particle Size Passing Sieve �./I�7/f7/BUT/ON BOX BE INLET (7. PLUS 8.): -- GAL 44 4.75 mm 100 /50 0.30 mm to To 100 _. (3f0 CMR 15.232) 10. USE CAPACITY - GAL. /100 0.15 mm 0 To 20 DOSING C .NOT To SCALE HAMBER 1200 0.075 mm 0 To 5 (310 CMR 15.231) DOSING COMN UTA /MS TYPICAL CROSS SECTION NOT TO SCALE (310 CMR 15.254) 1FiNCOC DESIGN CRO C7DISPOSAL SYSTEM n DRAWN.• CRO SHEET Engineering Associates DETAILS AND N07E45 2 of z n JOWH ` s A aNsa+ of H.sw. INC SCALEI AS SHO ERwaTKs m 8 CEDARCREST ROAD ,I cwn �H 235 NEWBURY STREET, DANVERS, MA. 01923 CHECKED: JTS JOB AwjA 9"' 3E9$ t VOICE (978) 777-3050, FAX (978) 774-7816 q��GP'STERc<. . SAL EMj MA NO. 7. , CRO .1)5 +- 8/49 "1!5C LEACH FIELD eS�oN�L NO. 8Y APP. DATE REVISION DESCRIPTION Civil Engineers, Land Surveyors dt Environmental Consultants DATE.• /1/9/95 PREPARED FOR. 0,46NOAl 708✓ V 4 u d s .. CITY OF SALEM BOARD OF HEALTH Salem, Massachusetts 01970-3928 JOANNE SCOTT,MPH, RS,CHO NINE NORTH STREET HEALTH AGENT Tel: (978)741-1800 Fax: (978)740-9705 January 13, 1999 Charles Ogden Project Engineer for 8 Cedarcrest Road Hancock Engineering Associates 235 Newbury Street Danvers, MA 01923 Dear Mr. Ogden: The Salem Board of Health voted to approve the plans for the proposed Sewage Disposal System at 8 Cedarcrest Road, owned by Thomas Gagnon, as presented by Joseph Swatka with the following condition: The vertical separation between the bottom of the soil absorption system and the bedrock and maximum groundwater elevation be a minimum of four feet. In addition, a revised plan is to be submitted to the Board of Health. Sincerely yours, For the Board of Health, Joanne Scott Health Agent cc: Joseph Swatka Thomas Gagnon Z 174 460 300 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Soni t°M;c-f'p-�le wra Wf-o w StrelNumber, Ce char- es� f°cc�4 Post Office, te,&ZIP code 2w Nlr� Postage $ Cerfified Fee Spedal Delivery Fee Restricted Delivery Fee N � Return Receipt Showing to Whom&Date Defivered .n Realm Receipt SMr+mg to Whom, Q Date,&Addressee's Address 0 TOTAL Postage&Fees $ C9 Postmark of Date € J•/ . ti Y �CID yCO1X Z 174 460 299 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail Mail See reverse Sent to ^N�o/�ID 1 'It�0. -OSo�ir7 Street&Num r q .I nn I aIOrC.�gk Post OFfi State,&ZIP code MA or o Postage $ certified Fee Special Delivery Fee Re bicted Delivery Fee N Return Receipt Showing to Whom&Date Delivered _n Retum ReDW Slowing to Whmn, Date,8 Addressee's Address. TOTAL Posta'�&:Fees., $ 'Postmark orDate 11 00 o O c ) �O) L'.3 Z 174 460 298 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. 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Do not use fo Intema' anal Mail See reverse Sent to O 3 ors ice Street&Num(�be�rl,, 44 N41 �R1 l/1 Post Office,Statp,&ZIP e �'A Postage $ Cerfified Fee Special Delivery Fee Restricted Delivery Fee � Return Receipt Showing to Whom&Date Delivered _n Retem Recut Slpwmg to Wham, Date,&Addressee's Addr O TOTAL Postage.&FeesCO Is Postma&or:Date €o f tK a1 , O QD i; Z 174 460 295 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for Intemational Mail See reverse samte-N"Mas P, vacvler Street&Number + -� 20� Gve" Sly+ Post QlfjFe,r'Spfeode GOlg4� Postage $ Certified Fee Special Delivery Fee Restricted Delivery Fee N � Return Receipt Showing to Whom&Date Delivered .Q Return ReceiptShowug to Whom, 4 Date,d Addressee's Address O TOTAL Postage&Fees. $ m M Postmark or Date ECo 7 . Co 3 fJ C35 + Z 174 460. 2194 � ��.��.y; US Postal Service ;� Cpm O Receipt for Cert ified_Maif.. ` No Insurance Coverage Provided. -` Do not use for International Mail(S reverse) Sent tol Jcle4i PQM'.�ff =Y4�C"IQ Tn7i Street&Number coWr`fne aMe+j rus \0C-e C�aT-(A'C. Q�4n� Postcg,State,&�Tcle, ZM`` OIQ-10 Postage $ Certified Fee Special Delivery Fee Restricted Delivery Fee w rn Return Receipt Showing to Whom&Date Delivered u Rehm Receipt S wN*to Wham, Date,&Addressee's Address" r- 0 TOTAL Postegd"&Fees is M Posuna„ric or Date 6, EIf. sa,k O � 0j C rn s - Z 174 460 293 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail(See reverse Sem to(Zo 1a is € AvA, Street&Num¢er� ��5 Post \Ste,BZIP I g ©Ic9 t70 Postage $ Certified Fee Special Delivery Fee Restricted Delivery.Fee N m Return Receipt Showing to Whom&Date Delivered .n Rehm Rerept Showirg to Whom, Q Date,&Addressees Address O Om TOTAL Postage&Fees.,..:.$,. M Postmark or Date'1 i't _ E �(O C 12-04-1998 8:22AM FROM 9787747816 P. 1 HANCOCK i 11'ngineering Associates FACSIMILE LETTER 2:35 Newbury St., Danvers, MA 01923 DATE: IZ `t 9Q� f;ROJECTNO. �0�3 ATTENTION: IIa�IL loliM� _ COMPANY: SaI¢a (ioo�c� of �Po ' FAX NUMBER: �91 B�7yo -9 JoS FROM: Cor r �qd to SUBJECT: °U �� I?oa� DEC 4 1998 TOTAL PAGES INCLUDING THIS COVER: 2 CITY OF SALEM HEALTH DEPT. DISPOSITION f REQUESTED ACTION: O Original to follow by (nail ❑ As requested 0 For your use ❑ Please review/ comment © Please call me MESSAGE: ATTACHMENTS: COPY TO: Please call us if this fax is not clear and complete: Voice (978) 77 3050, Fax (978) 774 7816 The information contained in this communication is confidential and is intended only for the use of the addressee. Unauthorized use, disclosure or copying Is strictly prohibited. 11/97 ' 12-04-1998 8:23AM FROM 9787747816 P. 2 HANCOCK _ Engineering Associates 235 Newbury Strcct Danvcrs,\IA 01923 .#7083 (978)777-3050 Fax (978)774-7816 Bolton, MA (978)779.6767 Boston,MA December 4, 1998 ` 1JJ11�''VVVI))I/�'' (617)350-7906 DEC 4 1998 Salem Board of Health 93 Washington Street CITY OF SALEM Salem, MA 01970 HEALTH DEPT. Re 8 Cedarcrest, Road Thomas Gagnon Dear Board members: Please, except this letter as a requeE t for variances from Title V regulations for the above stated project. The applicant is requesting a variance from 310 CMR 15.405(1)(i) to reduce the separation distance between the botiom of the Soil Absorption System and the Estimated Seasonal High Water Table from 4 foot to 3-6 feet. The applicant is also requesting a variance from 310 CMR 15.240(1) to allow construction of a system in an area with less than four feet of naturally occurring pervious soil. We have determined that enforcemeit of the provisions of 310 CMR 15.000, listed above, from which variances are sought would bo manifestly unjust, considering all the relevant facts and circumstances, and we have establis=hed that a level of environmental protection that is at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict application of these provisions of 310 CMR 15.000 from which variances are sought We plan to be in attendance at the s,,heduled hearing to be held on Tuesday, December 8, 1998 at 8:00 PM in the Board of Health Conference Room- Should you have any questions regarding this matter, please do not hesitate to contact us. Very truly yours, HANCOCK ENGINEERING ASSOCI ODES Charles R. Ogden, Project Engineer I s 12-03-1998 3.43PM FROM 9787747816 P. i HANCOCK Engineering Associates FACSIMILE LETTER 235 Newbury St., Danvers, MA 01923 DATE: I Z'3 126 PROJECT NO. 7083 ATTENTION: 7o(lway. COMPANY: Sa1 ' � '" TO FAX NUMBER: `t-11b). -790- C3 -10 f DEC 3 1 998 FROM: cliarIte 0Ci� _ HFAI�THDFL7- SUBJECT; TOTAL PAGES INCLUDING THIS COVER: DISPOSITION / REQUESTED ACTION: ❑ Original to follow by mail ❑ As requested 0 For your use G Please revieuv/ comment ❑ Please call me MESSAGE: COPY TO: _ — Please call us if this fax is not clear and complete: Ili Voice (978) i77 3050, Fax (978) 774 7816 I he information contained in this communication is confidential and is intended only for the use of the addressee. Unauthorized use, disclosure or copying is strictly prohibited. 11197 12-03-1998 3:44PM FROM 9787747816 P. 2 " HANCOCK Engineering Associates 235 Newbury Street Danvem MA 01923 #7083 (978)77 7-3050 DOax (978)774.7 816 9MFEV� Bolton, A 7n .66(978 77 DEC 3 1998 Boston,MA (617)350-7906 December 2, 1998 CITY OF SALEM HEALTH DEPT. Salem Board of Health 93 Washington Street Salem, MA 01970 Re 8 Cedarcrest, Road Thomas Gagnon Dear Board members: Please, except this letter as a reque 3t for variances from.Title V regulations for the above stated project: The applicant is regc e;sting a variance from 310 CMR 15.405(1)(i) to reduce the separation distance between the boltom of the Soil Absorption System and the Estimated Seasonal High Water Table from 4 f=et to 3.6 feet. The applicant is also requesting a variance from 310 CMR 15.240(1) to allow construction of a system in an area with less than four feet of naturally occurring pervious soil. We plan to be in attendance at the scheduled hearing to be held on Tuesday, December 8, 1998 at 8:00 PM in the Board of Hes Ith Conference Room. Should you have any questions regarding this matter, please do not iesitate to contact us. Very truly yours, HANCOCK ENGINEERING ASSOCIATES C � eoo ,L Charles R. Ogden, Project Engineer g0: 30 SO , •SO °. bb bl. Y9 ,X00 100 45=9 45-9` 72 ° 6400 4o 82 9 96 0 7 6 3 756 67 68 O F9� 80 T 8 6 T6 7973 70 '�0 7 /7, 60 8262 3 0 71 1 00 /00 ` 13140 3 60 �g P3240 /9,B2 78 24" 640 8540 X00 ROAR " too. b \ 132 77 lb a `0e 116 12,782 °s '' O °1 ° _ 210 oQ a° ba0 J 9 C64R/2 G� b / " CREST 96!9815 4�: & C NC. 54 N 5 j O O O iOJ26 ❑ it, ?p:`33 56 5S —XJ O • �s >c 14,1 ��11IIII� /j /o ° 2 135 ISO-° 1111, _ KELLEY g8 2 ' ROA 9,03 52 a" 7,450 a 20 9a 122 8438 a 22,215 0 44 50 k !9iy /Sg 48 \ 49 29216 Te ' j3p 6 1 94! ' 10,674 1 ' { 51 4'S 2 , 1 14435 19 47 6 X ge ,2 •� a° 1 \� 40 20,25Q so ,4 74 4s- 27 (� Q y0 ° is 25 130 to j° ,� A 6 7800 a eq O2 2 7 ,b 0 1j0 2 pO0 ey CEDARCRES 3s_g - e 3 p7 7840 97 ,9 59 21 110 3 10125 3,L � O oe Ei o O ti�06 30 P� a Opi 10,0 28 � �3 y O' ti006 A o h 22 1 35 /.0 AC. CO161YY • ' ti0titi \6�� 79 0 34 9 c. 42,346 `y �oa� 61 HANCOCK YV 4mm'mo44LQd Engineering Associates 235 Newbury Street,Demers,MA 01923 NOV 1 b 1998 (978)777-3050 Fax(978)774-7816 DATE )OB NO. El 12 Farnsworth Street Ll 626 Main Street1 t (( a>3 '1053 Boston,MA 02210 Bolton,MA 01740 CITY OF SALEM ATTENTION (617)350-7906 (978)779-6767 HEALTH DEPT. Ar 1C _T011MdA To Salem Board of Heat, RE 9 �J or* G. rt!,e,� % Ce cLrC reg+ roq Sale, MA 016)'70 WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION Z %% 11cl e lb sat S Su� u THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ 'PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. i k� 3 - --n ---------' -.�,fit& �� ---------- — ----- --- ------ ---— / ---------- Ile ._ _ �ti ,ion 'j c 7 li ; df � 3 -� 12-04-1998 8:23AM FROM 9787747816 P. 2 HA►.NCOCK Engineering Associates 235 Newbury Strcet Danvcn,NIA 01923 #7083 (978)777-3050 Fax (978)774-7816 Bolton, MA (978)779-6767 6o5ton,MA December 4, 1998 yu s O (617)350.1906 DEC 4 1998 Salem Board of Health 93 Washington Street CITY OF SALEM Salem, MA 01970 HEALTH DEPT. Re 8 Cedarcrest, Road Thomas Gagnon Dear Board members: Please, except this letter as a requee t for variances from Title V regulations for the above stated project. The applicant is requ ssting a variance from 310 CMR 15.405(1)(i) to reduce the separation distance between the boll om of the Soil Absorption System and the Estimated Seasonal High Water Table from 4 foot to 3.6 feet. The applicant is also requesting a variance from 310 CMR 15.240(1) to allow construction of a system in an area with less than four feet of naturally occurring pervious soil. We have determined that enforceme it of the provisions of 310 CMR 15.000, listed above, from which variances are sought would b:! manifestly unjust, considering all the relevant facts and circumstances, and we have established that a level of environmental protection that is at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict application of 1 000 from which variances are sought these provisions of 310 CMR 5 g We plan to be in attendance at the s;heduled hearing to be held on Tuesday. December 8, 1998 at 8 00 PM in the Board of Health Conference Room. Should you have any questions regarding this matter, please do not hesitate to contact us. Very truly yours, HANCOCK ENGINEERING ASSOCI0vTES Charles R. Ogden, Project Engineer T'7 ,r �` g0 - SO S0:•' 100 DD 4S'S 4S�S 1°6T2 'JO 4\\ pG 63_ 97680 .65 '62 1940 7353.75 o 67 gg 1880 T766 7973 70 8262 '� 0 < l7ioo71 1 00 �B0 \ /3/40 ��+ J 80 y �F p r�23240 7g 140 540 �1 /9,562 78 24,148 `p0 ROAD /2iSq° a Ipp. .132 D . 1z3 77 O e m ��e o4 116 /2,762 63 7,63 0 O eJy- « ZI p.. O� bbh B, ceoq 12 II 58 O 'aa ,y 54 'RCRFST '6its 15 / `., C NC. LLiL N 57O i '10726 ❑ 11 ox 2°..6,s 56 55 —xJ O >P 14,, 1111 /�, /q q 2 133 ISO-D 75j 111, KELLEY 5a 2 � 04 9+�3 52� �' 7,450 a 20 122 / 8438 a 22,215 b 9 gg k 50 j919 \ 49 29276 a5 �g a 24 94 10,674 1 �O 6�6 X44135 ao 47 p S0 , O x ww Be z \� 20250 O 130 to e 50 .e 'D a AVE. a is a325zi 150 20 i, 26 7800 Y9 0E 24 CEDARCRE ST �O . 50 11 ';5 0 7840 Ss < z0p` eo 53-5 970 7 s z� 0 1 J3X09 0,125 N ` O m j0 p28 Oo 2, m 35a �Pp >m 0 AC. 16 12 10 9 C. 34 fo 42,346 \q 109 61 1.'. a ,.. _ _ a.. .,_ a,. -, .. :.r :♦..:., s:-�.. .e , .:...,-1, s a .> "^.,p..,p^"': TMn^' !' ` PLAN INTENT ,. CONSTRUCTION �4�1/OTES I ELEVA770NBENCHMA/9KS NOT A CONSTRUCTION SEQUENCE) f ( Q ) THESE ORAWiNGS ARE INTENDED TO © DA TUM.' ftSSVMED r � ' 4!°f e », f ° SHOW CONSIRUC770N REQUIREMENTS s �' ',1 { oT A� ' . e $ F:, yy e ,.r,., . YVD. DESCRIPTION EL. / FOR A SUBSURFACE SWAGE DISPOSAL q, _ ;; r • - .• 1 CONSULT WI1H OWNER REGARD/NG PRESERVATION OF TREES. : _ � ' SYSTEM. I I <I I ..., 1. ZY OAK 5PIKEr , I _U.P. IDDAD • _ r .,:' A E TE I PLU TNG THAT LAUIJDR IS . REDIR D 1 J y. CH NG IN R DR HB Y EGTE ., -,�� ,w, .• •r`.. 2 D SEPTIC TANF. , „ �. �, �r,�Q;� .. , �• 1�. . „i f • 50, PUMP OUT EXIS77NG SEPAC, TANK LEACH 'PITS.. BREAK DOWN TANK LEACH PITS 7 p 420 is SPIKE t UP 100,17 Z r � zoull/ � / 2. Ud l II AND D/STR/BUAON BOX. BACKFILL W17N 6 M/NUS CLEAN GRANULAR SOIL• ' - `• y - wee co � •`S '....• f n,... A 4 REMOVE AND REPLACER AND B SOIL HORIZONS WITH SELECT SOIL FILL. z • . 5 INSTALL SOIL`ABSORPTION AREA AND CONNECTING PIPE. ' • pis<. O > i L� 1 =a 2000 ,,., �••:: x IN5TALL y5 MtL. RV50ER EACH LINER , FIRESTONE PDND GUARD OR EQUAL s 6 .+ O TDP EL'95.9.1 . BOTTOM � EL= 90,(0 ORcLELY,E, I � LEGEND EX/STING PROPOSED 7 INSTALL D/S7R/BUnON.BOX AND CONNECTING PIPE. v O ws . . ' I � '�•' � ws WA lER SERVICE v � I m m;rd e. .� FORCE MAIN ■ �. � .FM. � r, INSTALL S£P770 TANK AND COIVNEC77NG PIPE. (H Z� •t. e C/ SEWER LINE AND MANHOLE suN 3 S/ZE MATER/AL & FLOW D/RECAON 9 COMPLE7LF WATERTIGHT CONNEC770N TO EXIS77NG BUILD/NG SERER. 12:RCP DRA/NL/NE WITH PIPE SIZE, MATERIAL N g AD_- & FZOW D/REC770N, CATCH BASIN —Sriri MANHOLE & ROUND CATCH BASIN f0 REROUTE EXIS77NG UTILITY SERVICES AS NECESSARY. j - - - - - Ra-c ROOF DRAIN AND DOWNSPOUT —RD S '- O A. uo PERFORA TED UNDERDRAIN - ,, REMOVE AND PROPERL Y DISPOSE OF ALL WASTE 7REES, —FD - FOUNDA 170N DRAIN FD 11 STUMPS AND SLASH. / /� / _ `'�- ` I w -�?'J-- WATER MAIN AND VALVE w-�- o C I -`c --[X- NATURAL GAS LINE AND VAL V£' C-►�- < J2 BACKFILL AND FIN/SH GRADE ALL DISTURBED AREAS. ni O -L r a, � �� I PROPERTY LINE OVER ALL DISTURBED AREAS, PLACE 4" DEPTH LOAM. EASEMENT L/NE - - 13 FINE GRADE AND HYDROSEED (ANNUAL MIX). / 1� TOWN LINE ; -` - j o O 19 58Z : S.F i. MATCH LINE - - — ,° - -- L/GATUR£ TO /ND/CA IF CON77N000S : y l Il X/ ITN H OWNERSH/P ACROSS LINES SOIL TEST DA TA / TP E S c SHED O �. 5536' ,.`BEAR/NG & D/STANCE ALONG BOUNDARY �' 5536' r-~ I N7204623'E N1204623E ; t DEPTH BELOW ( « 249.56' » TOTALED BOUNDARY FRONTAGE « 924 .S6'» PERC GRADE 0 FIELD RA 7E - TEST 12" LEVEL (IN.) (M/N/lN.) DA 7E ®'i \ 2 ELEVA77AN BENCH MARK r : P2 54" 7 11/4/98 EX1571h(l, I —X X--- BARBED WIRE - -X— CONCRETE e I I ococzcmc> x� STONE WALL PADS EVALUATOR.' CHARLES OGDEN -� i - c 60 ��F CHAIN LINK FENCE W17H HEIGHT -0 6 oCLF WITNESS• MARK TALLMAN, BEVERLY B.O.H. - I I w 13 WOOD FENCE W17H HEIGHT 5 WF ■ DEEP SOIL OBS. HOLE T--1 T-2 S LEACH AREA - — 2 # — rir rv- EDGE OF LAWN y: ; (APPRoX) I / n - -- �r - EDGE OF GRAVEL OR DIRT ROAD - DATE 11/4/98 n/4/s8 r GRADE EL. 98.1 q S9 3 l EXISTING 3 BEDROOM I 1 -w ss- EDGE OF PAVEMENT ESP/Cw EL. < 91,(p < 89,3 I to DWELL/NG r WC OBS GW EL N/A N/A HIN. =:-_ -c:c CURB (see abbrewabons) EXIS77NG 500 GAL �! -- u- _ BOTTCMI EL gl.l0 89,3 SEP77C TANK _t I x .32.b SPOT ELEVA770N C y -----92 ---- `ELEVA77ON CONTOUR FY-21 - : 0-30� A/F7LL fOYR 3/3 SANDY LOAM ' � II 1 f ' 30-48 Bw 10YR 4/6 SANDY LOAM, MASSIVE FR/ABLE !y 1 48-78/84' C 2.5Y 5/�6 SANDY LOAM, MASSIVE FRIABLE ,+ • WE 15x G/7AVEL GABBLES WRY BONY I I� " 9 I ZS _ S •"1 ' -- - `, INTERMITTENT STREAM, DRAINAGE DITCH, : .• ! N OBSERVED GW REFVSAL C 75,(EAST END of HOLE) ' _ _ OR EDGE OF SEASONAL POND/NG AREA �.:. No ,Mo 1Tt es SHORE UNE(see obbrev/atlons) wv — „ .. LZ_: �2 _ � � - MEAN HIGH WATER :. r r 0-41' A/F7LL fOYR 3/3 SANDY LOAM ;4 42-54' Bw fOYR 4/6 SANDY LOAM, MASSIVE FR/ABLE �' \ MEAN LOW WATER 54-102' C 2.5Y 5 6 SANDY LOAM, MASSIVE FRIABLE, ; ` REFUSAL o 102' 15A VEL/COBBLE$ VERY BONY B y-- LIMIT BORDER/NG VECETA7E0 WE7ZAN0 + Y NO OBSERVED GW (W77H FLAG NUMBER) s T.•. No MOTTLES ... CE A CREST ROAD D R D EDGE OF WOODS OR BRUSH (DRIP LINE) a 26.8 PROM/HENT DECIDUOUS 7REE ' 26.8 72W WITH ELEVA77ON, SIZE AND SPEC/ES _- : -- 12"M u1 26.8 PROMINENT DECIDUOUS TREE 26.8 b WITH ELEVA770N, SIZE AND SPECIES 18 P � 1B P Tr. T l ROCK OUTCROP`(LEDGE) z '„ ' IOo loo r Q LIMIT OF COASTAL BANK Q w YRZ LIMIT OF INNER RIPARIAN ZONE /RZ A ORZ L/M/T OF OUTER RIPARIAN ZONE ORZ �-" EXISTING ® o LIMIT OF WETLAND REPL/CATION AREA • O O LIMIT OF 100-FOOT WETLAND BUFFER ZONE O -. ,z� k � D L/M/T OF 100-YEAR fLOODPLA/N ♦ _ •' ;:1 E e — AV L/M/T OF 10-YEAR nOIOOPLA/N _ TA_ LIMIT OF CONSERVANCY D/STR/CT, WA7FRSHED 1, MrAI4,DUT EL=95.9 PRO7EC770N D/STR/CT, OR "INLAND FZOODPLA/N' ` —n —E SIL T FENCE r _ HAYBALES ' 95 9s LOCAL UPGRADE PROVISION . . $o1YbM OF 57o�1E I � _...... SURFACE RUNOFF O/REC770N -�.:.. • , v EL-94.m10 REGULATION REQUIRMENT R DE _ WATERCOURSE FLOW W. �l I PIPE FZOW f— / 1. REDUCE SEPARATION BETWEEN BOTTOM OF SAS AND ESHW7 4 FT 9.6 FT REPLACE WITH TEST PIT W77H ELEVA77ON Q T - $ELECT SOIL FILL (REF,: 310 CMR 15.405(U(i)) 35.2 ' : O I o � PT6 PERCOLA77ON TEST a APPROXIMATE BDT7oM SP PLAN Q SP2 , SOIL PROBE i g OF Bw HORIZON SCALE. 1"=20' + . O SB3 SOIL BORING WF 'a to T D.E.P. VARIANCES j. s. p cM5 cRouNDWA7£R MONITORING WELL ESHWT STONE RETAINING WALL �. _17-11 /-L0 F Ol�ILE REGULATION REQUIRMENT PROVIDED D ' a...K 91. 5 SCA 1 =20 (HORIZONTAL) RETA/N/NG WALL �� " rN �'lid:: CT) 1. ALLOW INSTALLATION OF SOIL ABSORPTION SYSTEM IN AN 46 IN 36 IN ��. Ee/< r. Q90 S 90 1 -2 (V�RI7CAL) AREA WITH LESS THAN THE REQUIRED DEPTH OF NATURALLY /1�T0/� 6I Q LI[ b Its, ' UT ,n , S OCCURRING PERVIOUS MATERIAL. (REF:,310 CMR 15.240(1)) BUILD/NG, LIGHT, STEPS & OVERHANG . I aI Eli r e� � r-_ ��IL fTV -r-2 � / /� .. '.. "r/1'n. e¢/` . "L �' I�� Y .�.. i a CER77FY THAT IN OCTOBER 1995 / PASSED 7HE EXAMINA 77ON APPROVED TAX MAP BLOCK LOT DES/GN. CRO � I ' SEWAGE DISPOSAL SYSTEM UPGRADE HANCOC;� W. z BY 77/E DEPARTMENT OF ENNRONMENTAL PR07FC770N AND THAT THE SOIL DRAWN SP4CRO SHEET , ? ' EVALUA77ON WAS PERFORMED BY ME CONS/STEN7' WITH THE REQUIRED . . 21 7q ."°` � 'Engineering ineerin Associates f Of' 2. 1 p 7RA/N/NG, EXPER77SE, AND EXPERIENCE DESCRIBED /N 310 CMR 15.018 (2). ` JOSEPH �_ g OF W 08 S SITE PL.�AN AND" PROFILE A DIVISION OF H.SA.. INC. D G 7 3 • -. ., `:'. SERWATKA - 8 CEDARCREST L ROAD avx CHECKED•• J 3z� e ,� No.36981 235 NEWBURY STREET, DANVERS, MA. 01923 JS eaLfE. JOB z 9L- so F0 VOICE (978) 777-3050, FAX (978) 774-7816 CERTIFIED SOIL EVALUATOR mT SALEM MA . CHARLES OGDEN -J 9 9 DATE ( b 7D8.3 �. ' I Civil Engineers, Land Surveyors & Environmental Consultants PREPARED FOR. GAGNON NO. BY APP. DATE REVIS/ON DESCR/P770N B Y DA1Z: 1� 9 9Z3 FLOW CI FRAME & COVER IF ACCESS 1. BUILDING USE : _ GIM(,LE FAM1L-f MANHOLE RISER REOUIRED 2. NO. OF BEDROOMS : 3 GENERAL NOTES [2] J. DESIGN NO. OF PEOPLE MIN 12" COVER 2 4" TOP 4. DESIGN FLOW : 55_ GPD/PERSON I. Locations of existing underground utilities/obstructions/systems shown hereon ore FINISH GRADE (6" H-20) approximate only. All utilities/obstructions/systems may not be shown. Contractor shall be Z _ = e [1J 5. TOTAL DAIL Y FLOW : 330 GALLONS responsible for locating and protecting all underground utilities/obstructions/systems, 4 III FILL AND/OR PAVEMENT :111=I I 6. GARBAGE GRINDER : tJ_D_ whether or not shown hereon. 's 4" DIA INLET 1/8" TO 1 4 STONE 2 _ TOP OF PIPE 4" DIA OU 7Z MAX. LIQUID _ [3J SOIL ASSORP77ON SYSTEM REQUIREMENTS 2. Unless otherwise shown, oll new utilities shall be underground. 1 ® e LEVEL=OU]ZET = 1. DESIGN PERCOLATION RATE : -7- MINUTES PER INCH a. y SDR 35 INVERT 3" 63J. Contractor shall furnish construction layout of building and site improvements. This 2 O 3/4" TO 1-1/2" : PERFORATED [4] [ J , I 2. SOIL CLASS CLASSIC work shall be performed by o Professional Land Surveyor Property lines shown g ' a LEACHING PIPE 4 e 5-o ac.� �, 6 10 NlN r� tr) D,(r0 STONE [2] ___ / hereon ore approximate. I I 3. LONG TERM ACCEPT. RATE. GAL. SF BOTTOM OF STONE v 4. TOTAL AREA REQ'D -LOCAL CODE: 5� Sf- 4• Safety measures, construction methods and control of work shall be responsibility _ of Contractor. zo O" FIELD LENGTH_ 3 5. TOTAL AREA REOD -TITLE 5: 550 SF I MC-L.F. ' S. Contractor shall be responsible for repair and/or replacement of any existing improvements 6. TOTAL AREA PROVIDED: CPO SF -gN- damaged during construction that are not designated for demolition and / or removal / FLOW AND AREA COMPUTA 77ONS hereon. Damaged improvements sholl be repaired to the satisfaction of their 10'-6" [5J 6" DEPTH OF J4 TO respective owners. 1-1/2 [1] EN77RE BOTTOM OF SOIL ABSORP77ON AREA SHALL BE SCARIFIED TO " STONE (310 CMR 15.242) A MINIMUM DEPTH OF 3 INCHES JUST PRIOR TO PLACEMENT OF STONE. TANK OUTSIDE WIDTH = 5'-8" 6. This plop is not intended to show on engineered building foundation design, which 4" 0 SCH 40 PVC would include details and final elevations of footings, walls and subsurface [2] ALL STONE SHALL BE DOUBLE WASHED. GOOSENECK drainage to prevent interior flooding. See architectural and/or structural drawings. 4" ' SCH 40 PVC ER [1] PRECAST REINFORCED CONCRETE CONS7RUC77ON, LOAD RA77NG._ H10 H2O, SET PLUMB FULLY DAMPROOFED EXTERIOR, ALL OPENINGS SEALED WATER77GHT. 7. Any intended revision of the horizontal andevi vertical location of improvements tor be constructed as shown hereon shall be reviewed and approved by Engineer prior SOIL ABSORP77ONAREA FIELD [2] MANHOLE RISER REQUIRED: E�S NO IF YES, APPROX. DEPTH to implementation. OF COVER OVER RISER RIM. _�_ INCHES IN GRA (310 CMR 15240-15.253) 8. Rim elevations shown for new structures ore approximate and are provided to assist TYPICAL CROSS SECTION [3] IF SIDE INLET OF SEP77C TANK IS USED, EXTEND INLET Contractor with material takeoffs. Finish rim elevations should match pavement, grading NOT TO SCALE PIPE TO CENTER OF TANK. 1J or landscaping, unless specirically indicated otherwise. [4] WHERE UNDER OR ADJACENT AREA TO BE PAVED, COMPACT PE) 9. Where existing utility lines structures are to be cut/broken down/ abandoned, lines/structures BACKFILL TO 959' PER ASTM D-1557. shall be plugged/copped >rlled in accordance with owner requirements. [5] UNDISTURBED SOIL OR SUBGRA DE,COMPA C TED TO 959' 10. All work on sewage disposal system shall be completed by a licensed "disposal works installer" PER ASTM D-1557. 11. the issuance of o permit to construct, or a certificate of compliance, shall not be construed [6] OUTLET 7FES SHALL BE EQUIPPED Wl7H A CORROSION 4" 0 SCH 40 SOLID TO as a guarantee that the disposal system will function satisfactorily. RESISTANT GAS DEFLECTOR. DESIRED RISER LOCATlO EGM NT DIA. lN. MATER/AL [4][5] MIN. SLOPE (/N FT.1 12. Proposed building foundation con>igurotion and location on the lot as shown are conceptual [7] TANK SHALL BE MONOLITHIC. (ONE PIECE CONS77RUC77ON) H DER 77ED TO SOIL and shall be verified as to conformance with final architectural plans and zoning ordinances BSORP BUILDING TO SEPTIC TANK 4 PVC TION AREA PIPES SCH 40, ASTM 01785 1/4 Prior to construction. SEP77C TANK TO 0-60)( 4 PVC SDR 40, ASTM D1785 1/8 /50 GALLON SEP77C TANK [1J WHERE UNDER OR ADJACENT AREA TO BE VED, COMPACT PUMP ^^ '^ ^^" $ PI`r 6A9 'P1' AS7M Eka241 "'-A- (310 CMR 15.223 - 15.227) BACKFILL TO 9590 PER ASTM D-1557. D-BOX TO SOIL ABSORP77ON AREA 4 PVC SDR 35, ASTM D3034 1/8 [2] TYPICAL CROSS SECTION DENT DETAIL SOIL ABSORPTION AREA 4 PVC PERFORATED [3] SDR 35, 1/16 NOT TO SCALE ASTM D3034 TYPICAL CROSS SECTION [1] ALL PIPE SHALL BE PROPERLY BEDDED, HAUNCHED, BACKFILLED. ALL JOINTS SHALL BE WA7FR77GHT. 1. SINGLE COMPARTMENT : 2009' DAILY FLOW = GAL. NOT TO SCALE SUE NO 756 [2] PIPE SHALL BE LAID LEVEL, FIRST 2 FEET DOWNS7REAM FROM DISTRIBU77ON BOX. 2. SECOND COMPARTMENT (IF REQUIRED): 1009 DA IL Y FLOW = _NLA_ GAL. PUMPS [3] PERFORA TIONS DOWN A T 5 AND 7 O CL OCK. 2. USE: 1540_ GAL., S_MAE_ COMPARTMENT TANK 1. NO. OF PUMPS REQUIRED: 1. All exposed finish grade surfaces within the buffer zone shall be loomed, seeded and mulched. STA77C HEAD: _____ FEE 2. All sewage disposal system components ore greater than 400 feet away from surface water [4] UNLESS OTHERWISE SPECIFIED ON FLOW PROFILE. SEP77C TANK COMPUTA77ONS J. TAL DYNAMIC HEAD AT FL OW- ___ ® ___ PM reservoirs and greater than 200 feet from tributories to surface water reservoirs. [5] WHERE SDR 35 PIPE IS SPECIFIED, SCH 40 MAY BE SUBSTITUTED. -- - 4. lM LLER DIAMETER. _ -_ IN J. Ail construction shall comply with 310 cmr 15 (ATLE V) and local regulations unless allowed (310 CMR 15223) 5. SOLI HANDL/NG: _ __ MIN. by opproved waivers. 6. MANUF. ODEL (OR EQUAL): PEAB Y-BARNES 4. --_ There ore no a049 wells within 100 h" et of soil absorption Oreo. INSPEC77ON COVER- ------ PIPE SPEC/F/CA TIONS FULL MH TO GRADE 7. HORSEPOWER PEED: __/____ RPM 5. There are no wetlands within 100 feet of soil absorption area. IF OVER 2000 GAL. (310 CMR 15.251) 8. VOL TAGE/PHAS . CONTROL PANEL C.1. FRAME & COVER IF ACCESS MANHOLE RISER REOUIRED MANUF.• BARNES T MODEL: _______ ROV7DE MANUAL ON/OFF TCH FOR PUMP. DIA. FLOATS /OUTLET (TYP.) [1J 12 MIN. COVER P HOLE (6 TOP U A S _- - / " NO REQUIRED.- _ TYP . MERCURY S WITCH (6 H-20) MAN F.IMOD EL: RNE REGULATORY N07ES fNT [4J [3] 2" DIA. OUTLET _I I /�\�� ALARM �-------� MAX. LIQUID /� MANUF. BA ES TYPE. 1. Contractor shall contact Dig-Safe for underground utility marking at 1-888-344-7233 r2 [6J ALL OPENING �� LEVFL=OUTLET INV. / MODEL: _______INLET INLET ; OUTLET SEALED WATERTIGHT - 3" VISUAL EG TO REMAIN ON UNTIL REPAIR 1Nl77ATED. 2 Contractor shall make himself aware of all construction re uirements, conditions, [6J [7J \� 10 MIN ALAR AND PUMP TO BE ON SEPARATE Cl UI TS. q and /imitations imposed by permits and approvals issued by regulatory authorities ELEVA770NS GA PUMP PERATING SEQUENCE DUPLEX SYS T M O Y ------- VALUNION v j prior to commencement of any work. Contractor shall coordinate and obtain all ALARM ON \ CHECK VALVE in PUMPS OFF construction permits required by regulatory authorities. 1'_8N PUMP ON ✓ [5J /� Z PRIMARY LEAD) PUMP ON 4"x4" 7FE 1'-8" 6" DEPTH \ J. BACKUP (LAG) PUMP ON AND/OR ALARM ON J. All work outside of building that is less than 10 feet from the inside face of building BAFFLE (IF READ3/4 -1 1/2") [6I 4PUMP OFF �/ " I // (PUMPS MUST AL7FRNATE) foundations sha%l conform with the Uniform State Plumbing Code of Massachusetts, " \ h � 248 CMR 2.00. STONE SUMP 3" SUMP // PLAN [5J SECTION \ PUMP SPEC/F/CA 770NS 1Z. [1] NUMBER OF OU7LETS• SIX �i�� [3] /j (310 CMR 15.231) CR DEPTH OF 2" MINUS \�j�//i /i///�//,�//.� \// .\\�\ \��\��\��\�/\��\��\�/ i DOSING CHAMBER VOLUME [2] LOAD RA77NG 10 20 CRUSHED STONE / / FORCE MAIN LENGTH: X SELECT SOIL F/LL SPEC/F/CA 770N (310 CMR 15.255) [3] MANHOLE RISER REQUIRED: YES IF YES, APPROXIMATE FORCE MAIN PO & HOIST [4J 2 ORCE MAIN DIAMETER: DEPTH OF COVER OVER RISER RIP: -_ INCHES. 1. Select soil All material for system construction in All may consist of select on-site soil, or SUBMERCIBL PUMP 3. f MAIN VOLUME. im orted soil. [4J WHERE UNDER OR ADJACENT AREA TO BE PAVED, COMPACT p BACKFILL TO 959 PER ASTM D-1557. [1J LOAD RATING.• 10 H2O 4. DOSES R DAY. [2J MANHOLE Rl R .• . DEPTH -- 2. Select soil All material shall be comprised of clean, granular sand, free from organic matter [5] UNDISTURBED SOIL OR SUBGRADE COMPACTED TO 959 REQUIREDYES NO IF YES, APPR___OF COVER VER RISER RIM. INCHES 5. AVERAGED Y FLOW.• `_ GPD and deleterious substances. Maximum particle size shall be 2 inches. PER ASTM D-1557. . VOLUME P DOSE. [3] WHERE ND£R OR ADJACENT AREA TO BE PAVED, CO CT 6. MIN --- GPD J. A sieve analysis shall be performed on a representative sample of the All. Up to 4590 by [6] ALL OPENINGS SEALED WATERTIGHT. BACK LL TO 9590 PER ASTM D-1557. 7. DESIGN VOLUME PER SE weight of the fill sample may be retained on a 14 sieve. A sieve ancyfsis shall also be 141 U /STURBED SOIL OR SUBGRADE COMPACTED TO 959 performed on the fraction of the fill sample acssin the #4 sieve. Such analysis shall [71 ALL OUTLET PIPE INVERTS AT SAME ELEVATION, LAID LEVEL R ASTM D-1557. J. PLUS 6.): ___ GAL. demonstrate that the material passing the #4 sieve meets the following gradation: n FOR 2 FEET DOWN57REAM FROM DIST91BURON BOX. [ SEPERATE RISER FOR FLOATS. (REMOVABLE FOR SEVICE/INSPEC N) 8. EMERGENCY TORAGE REOUIR (5.): GAL. Effective Percent [6] TANK SHALL BE MONOLITHIC. (ONE PIECE CONSTRUCRON) 9. MIN. TO L VOLUME REQUIRED Sieve Particle Size Passino Sieve N BE INLET (7. PLUS 8.): _ GAL. #4 4.75 mm 100 DIS7RIBUT/ON BOX -- #50 0.30 mm 10 To 100 (310 CMR 15.232) DOS/NG CHAMBER 10. USE CAPACITY- GAL. #100 0. 15 mm 0 To 20 N NOT To SCALEDOS/NG COMPUTA 77ONS #200 0.075 mm o TO 5 (310 CMR 15.231) TYPICAL CROSS SECTION n NOT TO SCALE (310 CMR 15.254) m DESIGN: CRD HANCO K SEWAGE DISPOSAL SYSTEM a �iN SNS DRAWN.• CRD SHEET Yp'PJOSEPH �s Engineering AssociatesDETAILS AND NOTES 2 of 2 SERWATKA ^�' A DIVISION OF H.S.A., INC. SCALE.- AS SHOWN " No+VIt9i981 H 235 NEWBURY STREET, DANVERS, MA. 01923 8 CEDARCRES T ROAD JJ"5 r ,/v//fi/� JOB w Ta TFrsre�"��+� 1 VOICE (978) 777-3050, FAX (978) 774-7816 SALEM MA 70OJ Q 7 z NO. BY APP. DATE REVISION DESCRIPTION G' J � ` Civil Engineers, Land Surveyors & Environmental Consultants DDATE: /1/995 PREPARED FOR: (7AGNON