Loading...
HomeMy WebLinkAbout0035 WINDSWEPT WAY - Health 3 5 .Windswept Way Osterville A 052 - 018 TOWN OF BA10dSTABLE LOCATION l�lel�st�e�r �G'1' SEWAGE # VILLAGE �S-t�!yvl�R ASSESSOR'S MAP & LOT NAME&PHONE ` SEPTIC TANK CAPACITY LEACHING FACILITY: (type) tss� �5 (size) NO.OF BEDROOMS BUILDER OR4g� t�tjwi n �m�•C 1 rc�5� PERMITDATE: DATE: C 0(04 1,00 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by t "- - I -�. r � , 51-� �S. ,tom Town of Barnstable l ' # �,, Department.of Regulatory Services Public Health Division Date / !` 3 KAM ` 200 Main Street,Hyannis MA 02601 �p M1d' Date Scheduled Time Fee Pd, v Soil!Suitability Assessment for Sew" D' osal. � �.� , : Performed By: L?.sz w;tnessed By. _ LOCA ON&GENERAL INFORMATION Location Address �� �, /•� �r„�►�_I� Owners Nam A -ems/ h/�Ej1/C�. ?,r- 't %=sw�s�tJ Assessors Map/Parcel: Q : ��8 / ": � �_ En neer 1 03 T�ro, .�iL L Rs NEW CONSTRUCTION REPAIR !.9! Telephone# Land Use L- Slopes M Surface Stones _17�- Distances from Open Water Body.aft Possible Wet Area,2_C25,(�l -ft Drinking Water Well>� ft DW age Way ft Property Line 17 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test boles&perc tests,locale wetlands in proximity to holes) ry r � Parent material(geologic) Depth to Bedrock " Depth to Groundwater. Standing Waterin Hole: N F�F_-�( Weeping ftm Pit Face L �E Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: In. Depth to weeping from side of obs.hole: in, Groundwater Adjustment Index Well# Reading Date: Index Well level Adj.thetor -Ad,Groundwater Level PERCOLATION TEST Date ��.. Observation l Hole# S Time at 9" Depth of Pere - � _ A4 ec-h64E Time at 6" Start Pre-soak Time® Time W-V) End Pre-soak Rate MinJlnch` , Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back--------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. QMEPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole#�I Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling _ (Structure,Stones,Boulders. v 3'` A7 14 , G .. / {-24l� DEEP OBSERVATION HOLE LOG„. -Hole# Z,_ I Depth from , . . SoitHorizon,•. •...Soil Texture Soil Colot ` �Soil .. •"' Other Surface(in) (USDA)..,, , `(Mansell) Mottling (Structure,Stones,Boulders. s' % • .�_ `, .. Q.� .9 �` to �—' C ILI— DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Cola Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Cola Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. ' f i I Flood Insurance Rate May: i Above 500 year flood boundary No_ Yes . Within 500 year boundary No= ' Yes Within 1.00 year flood boundary No Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervio material exist in all areas observed throughout the area proposed for the soil absorption system? .� If not,what is the depth of naturally occurring p rvious material? ;_�____. ' Cert_lficadon I certify that on ! (date)I have passed the soil evaluator examination approved by the Department of Env nmental Protection and that the above analysis was performed by me consistent with . the required tra inin se ex a described in 310 CMR 15.017. pe Signature Date 6 7 Q:NSEp nCMRCFORM.DOC COMMONWEALTH OF MASSACHUSETTS • _ EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION GA C Y OW I� Sver TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION 57 93 Property Address: 35 Windswept Way _ Osterville MA 02655 Owner's Name: Wilmington Trust 1 t Owner's Address: Same Date of Inspection: June 24,2006 Job#06-164 ct) co c:,. Name of Inspector: PATRICK M.O'CONNELL Company Name: SEPTIC INSPECTION SERVICES CO. ,' Mailing Address: 189 CAMMETT ROAD MARSTONS MILLS MA 02648 C) " Tel ephone hone Number: 508-428-1779 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEPeOBIp► The system: '01 40 of Title 5 310 CMR 15.000 . i approved system inspector pursuant to Section 15.3 ( ) Y � OF/ PP Y P H __X_ Passes Conditionally Passes Needs Further Evaluation the Local Approving Authority _ :M= Fails NE L ;co Inspector's Signature: Date: 6/24/06 P g INSPEG The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments: Overflow cesspool has 14-16"of effective leaching. All blocks are intact and structures are structurally sound. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 35 Windswept Way,Osterville Owner: Wilmington Trust Date of Inspection: June 24,2006 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: _XX_ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND) in the for the following statements. If"not determined"please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: Page 3 of I 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 35 Windswept Way,Osterville Owner: Wilmington Trust Date of Inspection: June 24,2006 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: _ Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: Page 4 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 35 Windswept Way,Osterville Owner: Wilmington Trust Date of Inspection: June 24,2006 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No _X_ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool _X_ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool _X_ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool _X_ Liquid depth in cesspool is less than 6"below invert or available volume is less than_day flow _X_ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped _X_ Any portion of the SAS,cesspool or privy is below high ground water elevation. _X_ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _X_ Any portion of a cesspool or privy is within a Zone I of a public well. _X_ Any portion of a cesspool or privy is within 50 feet of a private water supply well. _X_ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this forma _No_(Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no _ the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 35 Windswept Way,Osterville Owner: Wilmington Trust Date of Inspection: June 24,2006 Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes No _X_ Pumping information was provided by the owner,occupant,or Board of Health _X_ Were any of the system components pumped out in the previous two weeks? _X_ _ Has the system received normal flows in the previous two week period _X_ Have large volumes of water been introduced to the system recently or as part of this inspection? N/A Were as built plans of the system obtained and examined?(1f they were not available note as N/A) _X_ _ Was the facility or dwelling inspected for signs of sewage back up? _X_ _ Was the site inspected for signs of break out? _X_ _ Were all system components,excluding the SAS, located on site _X _ 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? _X _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes no _X_ Existing information. For example,a plan at the Board of Health. X _ 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(3)(b)] Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 35 Windswept Way,Osterville Owner: Wilmington Trust Date of Inspection: June 24,2006 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): n/a Number of bedrooms(actual): 5 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): No design specs for cesspools. Number of current residents: 2 Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use:(yes or no):No Water meter readings, if available(last 2 years usage(gpd)): Two years total: 40,000 gal.=54 gpd. Sump pump(yes or no): No Last date of occupancy: Currently Occupied COMMERCIALANDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no):_ Industrial waste holding tank present(yes or no):_ Non-sanitary waste discharged to the Title 5 system (yes or no):_ Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records: None prior to inspection. Source of information: Was system pumped as part of the inspection(yes or no): Yes If yes,volume pumped:_1000_gallons-- How was quantity pumped determined? Reason for pumping: Cesspool inspection. TYPE OF SYSTEM _Septic tank,distribution box,soil absorption system _Single cesspool _X Overflow cesspool _Privy _Shared system(yes or no)(if yes,attach previous inspection records, if any) _Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank _Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: 1950's Were sewage odors detected when arriving at the site(yes or no): No Page 7 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 35 Windswept Way,Osterville Owner: Wilmington Trust Date of Inspection: June 24,2006 BUILDING SEWER: XX (locate on site plan) Depth below grade: 2' Materials of construction:_X_cast iron 40 PVC_other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): r SEPTIC TANK: No (locate on site plan) ro Depth below grade: Material of construction: concrete_metal_fiberglass_polyethylene _other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: How were dimensions determined: STICK WITH HINGE FLAP. Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): GREASE TRAP: No (locate on site plan) Depth below grade: Material of construction:_concrete_metal_fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage, etc.): I Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 35 Windswept Way,Osterville Owner: Wilmington Trust Date of Inspection: June 24,2006 TIGHT or HOLDING TANK: No (tank must be pumped at time of inspection) (locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: No (if present must be opened) (locate on siteplan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): PUMP CHAMBER: No (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 35 Windswept Way,Osterville Owner: Wilmington Trust Date of Inspection: June 24,2006 SOIL ABSORPTION SYSTEM(SAS): XX (locate on site plan,excavation not required) If SAS not located explain why: Type _leaching pits,number: _leaching chambers,number: _leaching galleries,number: leaching trenches,number, length: _leaching fields,number,dimensions: _X_overflow cesspool,number: One 6x6 block pit. 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.): Observed 14-16"of effective leaching in overflow pit CESSPOOLS: XX (cesspool must be pumped as part of inspection) (locate on site plan) Number and configuration:One with overflow Depth—top of liquid to inlet invert: 8" Depth of solids layer: 5" Depth of scum layer: trace Dimensions of cesspool: 6x6 Materials of construction: Block Indication of groundwater inflow(yes or no): No Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): Cesspool is structurally sound,liquid level at bottom of outlet invert No evidence of backup PRIVY: No (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): Page 10 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 35 Windswept Way,Osterville Owner: Wilmington Trust Date of Inspection: June 24,2006 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet. Locate where public water supply enters the building. Windswept Way 2 39 54 42 Page 11 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 35 Windswept Way,Osterville Owner: Wilmington Trust Date of Inspection: June 24,2006 SITE EXAM Slope None Surface water None Check cellar Dry Shallow wells None Estimated ground to depth p g d water: More than 20 feet Please indicate(check)all methods used to determine the high ground water elevation: _Obtained from system design plans on record-If checked,date of design plan reviewed: _X_Observed site(abutting property/observation hole within 150 feet of SAS) _Checked with local Board of Health-explain: _Checked with local excavators, installers-(attach documentation) _X_Accessed USGS database-explain: USGS topo map and town GIS. You must describe how you established the high ground water elevation: Town groundwater contour map shows water below el.5 and topo map shows property above el.30 IN IZZ VVE PT 3 \ L 0 C u"s 9v<< < r Ca/gS7 174 . ( 8 as ( T�x7- f/&j-- i o �? � / � f���nl /�c`rc�c.,lL.= .' �-'in.�Or,�►-,/ry .9-r l,.�i /�3 �✓' ✓ �,G. a , � ° � �c /,9.�/.-1 `Z' � PL.q.J�/a.3s%'-�o c r�EGoR.��.� ,g.9�rJ c,-✓� vo- . °c� ` / 47/%C70001 I i^J�r��Ga✓/ _ � C p� / r . � ar�L,�z3 =G1ti379 i✓G✓I� ,, �opo�fi'���a��n�/��✓ET�w/�t/-�S'r�/.���,/-s1������� '�-�nl I`I ( 3a1+ � I / ' �' j � ; :'� �'/ � F�Er/�iio�'�-,/Z�E.� Gyi✓ �lG✓�• �- ( ,/ aT/a9 / Ej<l�.Tir✓G E i / / I r/ � 1G �J-1S' �- `—� �- -�- a,d , r y _ _ + TOP OF FOUNDATION CONCRE'c COVERS ��✓,� �,2�.r 4CAST IRON OR 4°SCHEDULE 40 PV.C. (ONLY) W MIN . LEACHING TRENCH (/�)REQ. P,V.C.PIPE MIN, PIPE•-MIN. 1/8"- 1/Z° WASHED STO E 3 MAX. PITCH 1/4 PER.F7 PITCH I/4 PER.FT. L39.4� ` -:J.vro•...a•..••S .,a> -- r PL•.L•: a.,n J:Ja}S>:.'3:]1�44 r 211 INV Q�C1: JY-1� rC1< L-' t" 24; '76 'ry"� •�� ELc '. SEPTIC TAfYKa INVERT' , D1ST, INVERT , ;ct,-a'na t:i�:t�,•Ct �a ci;'b,. Et�. �: BOX E6?X,. ,oalc1,[o;cf.;ci;"r`i= r�;o p% / . 3/.78r ,., INVERT INVERT INVERT -- . . __ I ��� 1 EL — . ... GAL.. E�..� g , Precast 500 Gal.Leach 3/4 -1/2 .l' 6"CRUSHED STONE30� EL-94-,..4. L5) REO. Chamber WASHED STONE H- r ' •;•,1 PROFI LE Or- _Aa,-7^ o,—msr26 =EL ,29.30' •. 4 GROUND WATER TABLE �o✓��a�� �7 �c�o� f�.� ����� �' � - mac) �> �•',' /� 1�.S�Q SOIL LOG SEWAGE DISPOSAL SYSTEM TYPICAL -CROSS SECTION LEACHING TRENCH • / DATE/����-�. •,e� �TIME .��.:�Q'�'� NO SCALE f NO 5G^LE- TEST HOLE I TEST HOLE 2 ' DESIGN DATA "" } .�' ELEV., loc�F?. .. .. ELEV. �a,. /. ... 9,';d{N• WASHED N '36"MAX. fr, o„ .:r`��� ,,,,,,,,.o•. ":a,Yvrla�� NUMBER OF BEDROOMS -f. . . . . . . . . .. 570NE 1, 9,1 E - 2 TOTAL ESTIMATED FLOW . ..j... . ... GALLONS/DAY 8" BOTTOM LEACHING AREA _455.IS.08 SQ.F Tin./ ENCH '-La;t�,a:,; 241+ FL3433` SIDE LEACHING AREA . SQ.FT./TRENCH S�' y c �rEl. >/ - CI F GARBAGE DISPOSAL ... b:..(50 6 AREA INCR'=ASE) SITE PLAN 35 WINDSWEPT WAY , C434Z.M TOTAL LEACHING AREA SQ.FT. ��' I-•- /���j I /D y'�(O% /D/zG✓C� PERCOLATION RATE*.. . . .. PE:R.INCH � OYSTER H/-1 l \B O S LACHING AREA PER PERCOLATION RATElIvT,4 SO.Fl. ?�r \ _ -� • r � GROUND �rraTER rsLt ��✓�. APPROVED .. . . . . . . . . ... .. 80AR0 OF H=ALTH _ FOR ..��,WATER ENCOUNTERED OF vjq / DATc ... . . .. . . ... ... . . ..... . . . . . . . . . AGENT OR INSP.E TOR STETS r' WITNESSED BY : / del Pflq >7V N/.S , r� BOARD OF HEALTH . . . . . . . . . . . . . . . . . . . . . s' 6 T � / '/TPEAl ��r ::11��44. �.. ENGINER . . . . . . . . . . . . . . . . . . . . .HOS TET EP L . . . . ... . . . . . . . . . . .. . . .. . . PETITIONER . • qT i.�%�F�.rF��`� .