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HomeMy WebLinkAbout0047 OAKMONT ROAD - Health 47 Oakmont Road Barnstable _ A = 349 049 c e COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d DEPARTMENT OF ENVIRONMENTAL PROTECTION r f � v TITLE 5 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM. PART A ` CERTIFICATION Property Address: 47 Oakmont Rd. S11 Barnstable .Ma. Owner shame: Mir-hapi Ryan Owner's Address: SAME " Date of Inspection: 3/2 2/06 `- r Name of Inspector:(please print) Brian S.Murphy Company Name: West Side Septic Mailing Address: 4 Abbey Lantz Mi r]81 ehnrn`Ma _02 46 Telephone Number:( 5 0 8)9 4 7—8 200 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems.I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: X Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: ,., i1�c,•�. Date: A 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 DER The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments , ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. (COPY Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 47 Oakmont Rd Rarnstab a Ma Owner: Michael Rvan Date of Inspection: 3122106 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: X I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below_ Comments: I B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements.If"not determined"please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced 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: 47 Oakmont Rd . Barnstable,Ma owner:michapl Reran Date of Inspection:j/2 2 Z 0 6 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. I. 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 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 47 Oakmont RD. Barnstable,Ma. Owner:mi ha i Reran Date of Inspection: -i 2 2 f n Fi 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 X clogged SAS or cesspool Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or X cesspool Liquid depth in cesspool is less than 6"below invert or available volume is less than''/s 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 X water supply. _ Any portion of a cesspool or privy is within a Zone 1 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 form.] NO (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303 therefore o e the system fails.The system owner should contact the Board of ' Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no the system is within 400 feet of a surface drinking water supply , the system is within 200 feet of a tributary to a surface drinking water supply { _ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone 11 of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat or answered "yes"in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. f - - 'Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 47 Oakmont Rd. Barnstable,Ma. Owner: Michael Ryan Date of Inspection: 3/2 2/O 6 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 X _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) X _ Was the facility or dwelling inspected for signs of sewage backup .' X Was the site inspected for sig ns gns 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 facilityowner and occupants if different from owner( P )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. 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)] I . Page 6 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 47 Oakmont Rd. Barnstable Ma Owner:_Michael Ryan Date of Inspection: 3/2 2/0 6 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 4 Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 450 gpd. Number of current residents: 1 Does residence have a garbage grinder(yes or no):_e s 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)): unknown Sump pump(yes or no): no Last date of occupancy:_V r A S en t COMMERCIAIANDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgtetc.): Grease trap Present(Yes or no _Industrial waste holding tank (yes es or no) _ P Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION . . Pumping Records Source of information: system last oumped 7/03 (owner) Was system pumped as part of the inspection(yes or no): n o If yes,volume pumped: gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM x Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool Privy —Shared system(yes or no)(if yes,attach previous inspection records,if any) , _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank _Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known and source of information: _ system installed 7/86 upgraded 7/)03 local BOH records. Were sewage odors detected when arriving at the site(yes or no): no Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 47 Oakmont RD. Barnstable,Ma . Owner: Michael Ryan Date of Inspection: 3/2 2/0 6 BUILDING SEWER(locate on site plan) Depth below grade: 3 4" Materials of construction:_cast iron X 40 PVC_other(explain): ` Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: X (locate on site plan) Depth below grade: 3 0 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: 10 'x 5 'x 4.5 ' 1500 al . Sludge depth: 211 Distance from top of sludge to bottom of outlet tee or baffle: 2 8" Scum thickness: 211 Distance from top of scum to top of outlet tee or baffle: 4 Distance from bottom of scum to bottom of outlet tee or baffle: 18 How were dimensions determined: i n f i e l d Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Tank and cement inlet baffle in fair condition,outlet tee in 'good- condition,outlet tee has gas baffle in place, liquid level-with F outlet,no signs of leakage. outlet has 12" riser recommend extending riser to grade.. GREASE TRAP:_(locate on site plan) Depth below grade:_ Material of construction:_concrete_metal_fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: , Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.):. Page 8 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 47 Oakmont Rd. Barnstable,Ma. Owner: Michael Mic!hael Ryan Date of Inspection: 3/2 2/0 6 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/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: X (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: 0t Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): D—box in good condition, liquid level distribution equal ,no signs of carryover or leakage,d—box is 40" below grade w 30" riser. PUMP CHAMBER: (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.): w 'Page 9 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 47 Oakmont Rd. Barnstable,Ma. Owner: Michael Ryan Date of Inspection: 3/2 2/0 6 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number:_ X leaching chambers,number: 3 C 8 'x4 ' leaching galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): Soil conditions normal,no signs of hydraulic failure,vegetation normal . 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 or no): Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 47 Oakmont RD. Barnstable .Ma, Owner: Michael Reran Date of Inspection: 3 f99/0 6 3 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet.Locate where public water supply enters the building. A-1=51 ' A-2=54 ' A-3=61 ' 6" B-1=30 ' 6° B-2=35 ' B-3=49 ' 2 1 B A # 47 Oakmont Rd Page 11 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 47 Oakmont RD. Barnstable,Ma . Owner: Michael Ryan Date of Inspection: 3/2 2/0 6 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 10+ feet Please indicate(check)all methods used to determine the high ground water elevation: X Obtained from system design plans on record-If checked,date of design plan reviewed: 77�3 Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Ground water determined from design plan on record at local BOH. 1 DOWN OF BARNSTABLE LOCATION y /� thaw+ 1Zra. SEWAGE # VILLAGE ASSESSOR'S MAP LOT3ql—Oqq © INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) 57��* NO.OF BEDROOMS :-, BUILDER OR OWNE ST I ft, ) PERMITDATE: /ZJ&:�__coMPLIANCE DATE: 2- C13 + �. Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 ,r Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 3 5 S o 1 \ \ r^ No. ✓ 1 FEE COMMONWEALTH OF MASSAC14US ETTS Board of Health, , MA. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repairxy Upgrade( ) Abandon( - ❑Complete System—*dividual Components Location A-. O}c m owr 1�� Lo Owner's Name Map/Parcel# �� Address q . Ciao ON,3.— Rd 'L.�.., M Lot# Telephone# Installer's Name �`� Designer's Name Skies Address Address , Telephone# _ Telephone# s6ai5 ko z Type of Building S` 4 Lot Size 13SI 142, sq.ft. Dwelling-No.of Bedrooms ` 'F+.bs?— (A Garbage grinder Other-Type of Building No.of persons Showers (Cafeteria (sue Other Fixtures LA�J p►=raQ�'. hTCILeh� 4►J}C , rimL->,y Design Flow(min.required) gpd Calculated design flow 44b Design flow provided gpd Plan: Date 4 1 4 Number of sheets ' Revision Date Title (� &� 7 L Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation I DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agree tall the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to t lace the m'in operation until a Certificate of C mpli ce has been issued by the Board of Health. Signed Date X� Inspections ' . .. . ry.;, ., ..�� ....1a..'��..� M •:Jlinprt.Y"4f.a TT�� `� Y y""�/''. r- ! . .�.. • ... -y } y No 3� d 1 ik'EE COMMONWEALTH, OF MAS I—✓ACH SETTS Board of Health, VIA. APPLI AIION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( Repairx Upgrade( ) Abandon( =O Complete System-NIndividual Components Location 4'-A- QA'b6/" oon SO. L true( C t o Owner's Name Map/Parcel# Address GQ.� 4h'� ''q-+QA"AaJ 1 IZC�.• ��M(`r1QG',s�l -c� Lot# t Telephone# Installer's Name ��v� Designer's Name , 'y UTn d S Address,; ,....'�`J Address Telephone# �_ Telephone# Type of Building / 'a e �Q. > * "" ~� Lot Size 35� !4_0� sq.ft. _ Dwelling-No.of Bedrooms V-&Zv � Garbage grinder Other-Type: Bu>ld ng �. Non�. a� N.6.of persons a Showers ("Cafeteria (A � Other Fixtures , / Design Flow (min.req+uirred) �t� gpd Calculated.de-siKiNlow .4 4�O Design flow provided �� gpd Plan: Date 4 1 41 10';�) Number of sheets'% " Revision Date Title !� i>mcxx: A a'_Lp&c�, �5c a �¢1Y`► L� ;��� Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator t sXFA 6k.1 Date of Evaluation l.2 DESCRIPTION,OF REPAIRS OR ALTERATIONS �Q '. tTf i 1� � 1 i The undersigned agrees=todinstall the above described Individual Sewage Disposal System in accordance with the provisions.of TITLE 5 and further agrees to of t place the system in operation until a Certificate of C provisions a has been issued'by the Board of Health. Signed Date �-7 A Inspections J. a v ; �i No. �� '1GT ` FEE COMMONWEALTH Of ASSAC14USETTS -I-�.tA Board of Health, &Vn S , MA. CERTIFICATE Of eOMPLI'A CE i :5 `+ Y Description of Work: ❑Indi'vidual Component(s) ❑Complete System The undersigned hereby;certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) by: v 1 4.e� at A7 A:VrA^M'T 12 f t4-EKo,unM412 has been installed in accordance with the prdvisio s of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No.ZOO 1391, dated `� ZS�03 Approved Design Flow (gpd) 1 Installer / 1 al/ �7r / p Designer: Inspector: J ' Date: / 12 O, OF L7 The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. )�3 FEE rX> Board,0 Health, �i�b`t fll� AAA. DISPOSAL S ll STN,�C;ONSTR U CTIO ' PERMIT Permission is hereby granted to; Construct( ) RepairK Upgrade'( ) Abandon( ) an individual sewage disposal system at -f �4' +'Y n � ';v-sct p V, d as described in the application for Disposal System Construe n(PermtflNo. cis f la'ated Provided: Constructioi'sR ll be co'We ed�'iwilthin`'tl ee.:years of the date of this permit. All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date / / Board of Health • , .. TOWN OF BARNSTABLE / . LOCATION _ y 7 (K�c �'la�+,� IZi SEWAGE # Z®��— 3 I i VILLAGE ASSESSOR'S MAP & LOT•3-1 I—0 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OW7Z_5t-6_:L__COMPLIANCE :. 4"`�FS. PERMIIDATE: DATE: 1 9 !! Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 N M ("i r) �• �i st Sep - 20-01 13.: 52 BARNSTABLE HEALTH OEPT 5087906304 Ji NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. PERCOL,,MON TEST AND SOIL EVALUATION EXEiYIPTION FORM CRQµ jjj Y . hereby certify that the engineered plan signed by me aatee 4 03 concerning the property located at __ _._QP+KMOn1T tZ ,nmM Ca���meets all of the tcL'o-wing c;;tena • This failed system is connected to a re3idential dwelling only. There are no -ommercla! or business uses associated with the dwelling. • -['he soil is ciass:;ied as.CLASS l and the percolation rase is less than or equal to m.-nitts per inch. The applicant may use historical data to conclude this fac, or may _or:duct �re:im�:.ar% tests at the site without a health agent present: • There :s no increase to flow and/or change in use proposed • There a.e no variances requested or needed. • The bolter^ of the proposed leaching facility will not be located Less than fourteen 3ogve the maximum adjusted groundwater table elevation. f Adiust the nuns .eater table using the Frimptor method when applicable) Please complete the following: D( Grouno Surface E!evation (using GIS information) C�0•00 g; G.Vv' E levat:or. �LQ_ + adjustment for hi;h G.W:.5.S5- R.HiNCF 8ET 1`1 •� and B �'• �Q S'(3VED — DATA: �3 NOTICE 3asec ^on tr.e a�ove information, a reoair perrik wil! be issued for cedr^ems bedrooms are authorized to t`te fuiure,wi:hout e�;tneerec i _�stem plans. -- —. . t �c_nn!r,Acr �cicc.�m9 r I Permit Number: Date: Completed by: HIGH GROUNDWATER LEVEL COMPUTATION Site Location: 4 ' ni4KK*e► %T \� '�T LONAW A& 10 Lot No. 4a1)9 Owner: Qrt�QS QS�eS'Q\S1_Address: �JIf-)ME, Contractor: t�r`t' Cnu�('C'(1MQf`S�Ci� Address: c»C f�a}—► �-��M�1 r�H Notes: O(12 STEP 1 Measure depth to water table to nearest 1/10 ft. ............................................I................................... .Date TL � � 2� month day year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: pup OAppropriate index well.................................:......:........... © Water-level,range zone ..................................................... STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to water level for index well Dea 5.6 month/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 2B) determine water-level adjustment .............................:............................................................. S .S STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water ZS.S levelat site (STEP 1) ...................................................,........................................................... r Figure 13.--Reproducible computation form:` 15 ISSESSORS MAP N0: No....��.....b....�Z I PARCEL NO.: 9 Fi$....7.:r:�'.......`...... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH .......... ......OF......... ApplirFation for Uhgpoii al 10orkfi Tnnitrnrtiun thrmit Application is hereby made for a Permit to Construct (L--) or Repair ( ) an Individual Sewage Disposal System at: I 41 ................_........-...................................................................... ---...--------•---------------------•---------•---------------------------------......---------•-- Location-Address or Lot No. ................ ..........--...................................................................................... Owner Address W �G Ffic/ F} 7b L✓E / .91icv-T�'�I3 -------•...............•---- Installer Address 14 Type of Building - Size Lot_._.35 ........Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder (✓� aOther—Type of Building _____________•_--_...___--•. No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ............................ . W Design Flow............................................gallons per person per day. Total daily flow------------- 0---................gallons. R; Septic Tank—Liquid capacity-A$�.gallons Length__V! Width.:!��'16.`'... Diameter________________ Depth..:5-6 Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No------7Z----------- Diameter......../----------- Depth below inlet......_6_........ Total leaching area_.!78.4..sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by----- _...Gf___� �_____._.._-_ Date..... Test Pit No. 1---G._�....minutes per inch Depth of Test Pit------ Depth to ground water..._................. (i, Test Pit No. 2---4_lt----minutes per inch Depth of Test Pit..../¢ ..... Depth to ground water----- ............. W --••--...----••-----•--------------------------••--•---••---•---•••----.....:_.......__..._.._...---......................................................... O Description of Soil.----D-`�- '..----. s�La � ��Sva-S�� L Ic5`�—/68' ?� 5 U /� vv/ i�/�--S J O_--C• ---�....... )•---------/oLD"-lS�..` . .�� ---=5 W /,S'Z'' 4e".......e P....S .. ----------------------------------------------------------•---------------------------------------•---....---- U Nature of Repairs or Alterations-Answer when applicable._._............................................................................................ --------------------------•-•----•----•----------•--•-----•-•----------------------•------•-------•----•----...----------------------------------- ..................................................... Agreement: The undersigned agrees to irstall the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'Ll"iLEE, 5 of the State Sanitar ode—The undersigned iurtheIr agrees not to place the system in operation until a Certificate of Compli nce has ee i ued the ar f health. Si ed....: _ .. .. / T- Date Application Approved B s,-- •------•----••..................... ......... ................ ....................... ��-Z a-._Q�_ Date Application Disapproved for the following reaso :.............................................................................................................. -----••-----------•--•------------------•-----•--------•-•••--------•----...----•-----.........••---•----••--•---•--•---•---•----•----•-------------------------------•-------------•--•-------...----•- Date Permit No................. ................... ..__. Issued____________________ Date 7 No..O b..-7 Z�1 c/ F.R$...7.5:-.0 ..._ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............. .............OF........ ...................../ 7n......................................................... Applirttiion for Disposal Works Tonolrttriion amit Application is hereby made for a Permit to Construct (4-, ) or Repair ( ) an Individual Sewage Disposal System at: ................_................................................................................ ------------....-------•-.....----•-......---•-------•-----------------•-----..._.......-------••- Location-Address or Lot No. ......................................................................................... ..........--................................................:..................................... Owrer .t. t1 Address ..... VT/.e.....7� I`r ... Installer Address _ Type of Building Size Lot•-_3gr_ ......Sq. feet Dwelling—No. of Bedrooms..........4..................................' Expansion Attic ( ) Garbage Grinder (✓�f PL, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures .---.....---•----•••..........-- . W Design Flow............... .............................gallons per person per day. Total daily flow........... ' ....................g_allons. 04 Septic Tank—Liquid capacity.4so .gallons Length_�_�G...._.. Width.4 F _�...._ Diameter................ Depth.:_' "d I/_- W Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area--------------------sq. ft. x Seepage Pit \To..... .�._________ Diameter-___-__/�-_`._. Depth below inlet.................. Total leaching area_.......... ft. Z Other Distribution box ( ) Dosing tank ( ) '—' Percolation Test Results Performed _�-'': �_--..G=:- `?:�:�' Date.... ---•---• Test Pit No. I.. ..`�-____minutes per inch Depth of Test Pit.._. '.._.__ Depth to ground water-' ---------------- (i Test Pit No. 2..G. _-_-_minutes per inch Depth of Test Pit..! `.......... Depth to ground water____-............... •--••-------------------•-----•-----•-•--------•-----•---- .......-•---•-------•---------------------•---------...--•------•-----------------•-------.----•- O Description of Soil r'' „ J„i� ��toI�-, VS�.-c _r4 L. 4e —/6 4? �& V e- -•--•----..-... --•-•------------------------------------- ..................................................... �+ fir/4• /_r, .�) �TJ...6e c i= j�`Y-� � /v (� - -----------------•--f ----------------------------•--------------- W /.SZ / C O / ----- ------------------------•------•••--••••••---••------------------------------•-••-----•---------------------•-•-------•----•-•-•-- ........................................................... U Nature of Repairs or Alterations—Answer when applicable._...........................................................................:.................. •---------------------------•---•--------------------------•------------------------------••-----------------------------------------•-----•---------------------------------------------------••..-•-•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 41 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Si aned...................... ............................................................... --•-•---------------••--•------- � Date Application Approved B �--•............ 7 Z .3 Date Application Disapproved for the following reaso :-----•---------•---•--•--•-----------------•---------••-----......•••-•••-•-••-•--••-•--•-------•------•--...._ ---------------------------------•--•-------•-----------------------------------------...-•-•-----------•---.......-••-•--•-••-------••-------•----••••--------•--•-----•------•-•-------------••------. Date PermitNo.........................................-- Z ... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .........................I................OF..............'.....,............................................................... Trrfifiratr of Tuntplionrr THIS IS TP ERTIFY, That the Individual Sewage Disposal System constructed (L,�`or Repaired ( ) by = .....�......--•--�c... ............................ } _ ,11 , �, J` ✓� nstaller at. 1 ey ------•----..=.............................•---••. ------------•--- . has been installed in accordance with the provisions of T I T iE j of The State Sanitary Code afi desc 'bed in the application for Disposal Works Construction Permit No....... _..�.2�'t_ dated___.--_-7. -,F�o__-.------ THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUE® AS A GUARANTEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. DATE----------------•--lid--"31 ........-------•-•--......... Inspector..-•---.l.,l' --------------------.........---.............••.........--.-•---- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF.. ....1..-.......................... co NO.. �2.....!......._.1 FEE............`.......... Diopoottl work Tono ion antic . Permission is hereby granted. I . ", . ---•- ._..------•-----------------------------•-------........•--•..........------ to Construct (1,4 or Repair ( ) an Individual ewage Disp sal Systert.. ---------------•-•-------- Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... ----------------- ----------- ---------------------------Aj••!.4....-------•--------••--•---..an. -- /U /� / Board of Health- DATE DATE------------------•- ---6- FORM 1255 HOBBS & WARREN. .1C..1 PUBLISHERS i Z I ys' Mot l7 aEx 70P OF 34S//i= 9i zr /77 1 42- Lor,0 Zo \ I IN 777 ` Ez E1/, r�P cF P/Topost� � / LET �Zo� 407''207 M / �ouvo�ov=//Z.co 0 St�nG / O TsY✓��j y�� / Ilt o 1!2 I1z LOCATION . .82�/S7�tl3G Gr SCALE . .�../" '� .... DATE �ZN 4FaM PLAN REFERENCE lvT B S�o1N/l/ dR/ EDinlAF ' "LLEY LA�9 I CERTIFY THAT THE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON; DATE . .. . ..... . . . .. . 119.or heS• I%/7CH,-zC. K�z-bzo9e- T/a✓&7 REGISTERED LAND SURVEYOR I L. . . /Z.oo. ... . TOP OF FOUNDATION T e„ CONCRETE COVER I % CONCRETE COVERS 788� e e 4' CAST. IRON 12"MAX. ' OR SCHEDULE 40 4„ 12"MAX. • P.V.C. PIPE SCHEDULE 40 PVC-(ONLY) ' PITCH 1/4"PER.FT. PIPE- MIN. LEACH PITCH 1/4'PER.FT PIT PRECAST o,o INVERT . Q LEACHING EL..io !z. INVERT INVERT P . (9 Q•� PIT OR SEPTIC TANK ,o3L` DIST. ,� e w EQUIV. o INVERT EL... .. . . . . BOX EL....-�8 ' . /Soo . GAL. INVERT EL'�395 INVERT ww :;�; 3/4��T0II/2� o,P EL.!aZ.Bo WASHED w STONE .; �. 6�DIA- ,vw.iE DIA.:!id PROR LE OF GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM NO SCALE SO L LOG WITNESSED BY : DATE P47-, TIME.!o:oo141-7 f / CoB j JZ,S. BOARD OF HEALTH TEST HOLE I TEST HOLE 2 eZ ' ENGINEER ELEV. . �oG: $o ELEV. 77,1177 WooDlo qt-j Woo�lo,gyf DESIGN DATA : -oz,ioz,so �z iosu� 7jewsc NUMBER OF BEDROOMS Mff� Gi.vE� �Yp/7've- TOTAL ESTIMATED FLOW '¢ GALLONS/DAY .SA•ND r 06 (77,qGe of BOTTOM LEACHING AREA ��3 . SQ.FT. /PIT/yf C•P.D. G J /08 7 8a C ) SIDE LEACHING AREA ZzG..Z. SQ.FT./ PIT -z C,R P., Cl. � /7 FiNC &Z. fg, GARBAGE DISPOSAL . Y . . .(50% AREA INCREASE) � SAW a �z 93 e Bo CAw TOTAL LEACHING AREA . . . . .. 6. . . SQ.FT N f"`D• Sao -D PERCOLATION RATE � S Tt/A?/ / !L MIN/INCH /GB mot. 5'z,8o. /, �• _ _ _ LEACHING AREA PER PERCOLATION RATE .!°9? . SQ.FT./c•/PD MP.WATER ENCOUNTERED NUMBER OF LEACHING PITS . 7wo. . . . . . . . . . . APPROVED . . . . . . . . . . . BOARD OF HEALTH DATE. . . . . . . . AGENT OR INSPECTOR W OF 414 TH OF t,l 7e EDVt F�'_ � c STET Lc T Zo B P H CA CA ALLEY � No. 7 ;, l �y1//140. 26100 o PLO � GO y� /STE �ig'l�✓S T!�13G f`- /w" fs�j ryt GIST E s�?� PETITIONER tee. ?'HA?-S. /yircNGsu lee,zDzf1 e- ROUTE 6�� NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE ALL OU7U1 PPES FROM THE - Tl T �I T� VENT PIPE (0 Least 24 inches toll) � OiSTRBLITipm Box Sf� K 12- E1E Cp4fa � Homst@ad!t 10' min. from, Schedule 40 PVC yr/ChorCool Odor filtef SECTION A A SET LEA FOR AT LEAST 2 FT. Existing Foundation 'NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. 2. ONT ROAD house to septic Conk 70F ELEv 100:00 (Assumed) septic tank covMa must be PRO.�LE VIEW OF LEACHING SYSTEM „Y' L. 3- s•cwnE1 :`Y >- v' QAKM within 6 in. of finished grads KNOax0UT5 a ;� O >7 Grade over Septic Tank - 9f1.25 Grade over O-Box - 71,00 / �a� SAS - ELEV- Varies from 98.00 to 1000 ' _J /✓/ $/.'S, (/s- A.►Mat crreaua smn. w r/a"- r/s- lladua P.sstar. t:,S:s• �t 2^ RILEY I? f, oaTLE# x oral R 6,i,, $• % In FOO t S . 0.02 3 HOLE H-20 C 5+0.10 , •:• 2 fZ 3 O n DIST: e0X 3' Maximum Cover Top of SAS-Elev.=96.25 tIn o ED f0' Exis"n OR GREATER S. 0.010" per foot r- � tSS` 4" - SCH. 40 T t.75' b� � � EXIST. PIPE r. 1.500 GAL. 11 FROM FOUNDATION r/ rn SEPTIC TANK 2s' n GREATER CM r= C3 pp o PLAN SECTION CROSS-SECTION f/ fl H-1 O tp a, 20" a Effective h Ct co CI L3 C] O G7 I�( ` O CONCRETE Fuu FOuNOAT101V— v H or w+s. rn o rat . , ' tone In twe = e9:5' LOCUS V o >. . 01 3S ---5=- 3.5 2.7 29.5' 2.7 33 HOLE H-20 DISTRIBUTION BOX MAC -- - v fl r—-+ �' Q NOT TO SCALf SYSTEM PROFILE 6 in.at si4"-, ,/2" m RauTE 6A I. oo +/- 'c compacted atone v — 12' it e35` n Effective Length Not to Scale 5 C C LT50 STRiPt1UT ALL AROU�ELEVATION 13f300 SOIL ABSORPTION SYSTEM (SAS) 6 mp ed st e o GENERAL NOTES Note: Remove soil down to med sand layer do replace with compacted stone m 500 r C H-20 LEACHING UNITS / WIGGINS PRECAST (eiev 88.00 ) do replace with clean coarse sand w/pert Bottom of Test Hole 1 Eiev.=84,00 Not to Scale Note. Certification of Fill Material Required 1. Contractor is responsible for Digsafe notification raft Tess than or equal to 2 min./in. before ac otter placement and protection of all underground utilities and pipes. Before and After Placement by Seive Analyses 2. The septic tank and distribution .box shall be set TYPICAL 1500 GALLON SEPTIC TANK `p c9 c9� `s' `9 `� level on 6 of be clew 1/2' stone. tp o v � cs, oo N 71 d 17� 40" � 3. Bockfill should be clean sand or grovel with no \ \ \ stones over 3" in size. NOT TO SCALE N 69at \t 7' \40 W 7 y 02+ 105•p0' - 100 4 This system is subject to inspection during installation \ \ \ i by Carmen E. Shay - Environmental Services, Inc. 3-24• DIAM ACCESS MANHOLES d'6, \\ �\ \\ \ \ \ �� �'l �~ 5. The contractor shag install this system in accordance \ \ \ with Title V of the Massachusetts state code, the approved plan ro' ..6 � \ \ � ` \ � ailed and. Local Regulations. y —,' \\ \ \\\ \\ Leach Pit i 6. If, during installation the contractor encounters any (Approx.) 3 ( ,' soil conditions or site conditions that ore different from those shown on the soil log or in our design Note: \��emove soil down to \el. 88.00 & replace with \� i r installation must halt & immediate notification be INLET -ou ET clean coarse sand w/pert. rate less than or , 1i I made to Carmen E. Shay - Environmental Services, Inc. .j THE ACCESS COVERS FOR THE SEPTIC TANK. Or equal to 2 min./in. before & after placement 1 I W 7. No vehicle or heavy machinery shall drive over the DISTRIBUTION BOX AND LEACHING COMPONENT x \ n I I septic system unless noted as H-20 septic components. SHALL BE RAISED TO WITHtN b, OF (5 FOOT STRIPOUT ALL AROUND AS SHOWN) p y - • •• ,. „ . FINISHED GRADE. t `t \ \\ �\ ,� \ ; 1\\l `\I �, \ 8, Install Tuf-rite gas baffles Or equals on all outlet tee. ends. t \ \ �� \ I 1 9, All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITS GAS BAFFLES OR EQUALS I \ , �\ , i.,;� c ry" / ON ALL OUTLET TEE ENDS; 1 f \ \ \ `� ``r \ i i .. a ♦,..'ti PLAN VIEW 1 i t t \ ' r. � '• \ l O 10. All solid piping, tees & fittings shall be 4" diameter t 1 ! t 1 \I PLAY GfOUND AREA _ •'-: ,r i • �.';: ;� Schedule 40 NSF PVC pipes with water tight joints. 11, Municipal Water is Connected to The Residence and Abutting �2 Properties-Within 200 Feet. 3-24' REMOVABLE COVERS / ! + I 1 ♦ ` ., THE PROPERTY LINES ARE APPROXIMATE AND 3 min ckaonte / ! / , :INLET 8`,trh3- 2 mm. inlet t0 OuUet +3' eaET•r,• , ! , I 1 \,' -:ry �� 1 i -� PROJECT BENCH MARK COMPILED FROM THE SURVEY PLAN GENERATED BY 5JTr ' < I ` % �� ` 'Failed HOLMES & McGRATH,SURVEYORS. OF FALMOUTH, MA _ __- 3_ ___. -t-- __ e m OUTLET — 6' r ! > \'•, TOP OF FOUNDATION ,o T�T L°ti0 10 „- $ ` ! \, V J Leach Pit ENTITLED " PLAN QF EXITING CONDITIONS - LOT 208 OAKMONT ROAD" s -7 --- I t__ 5 -r ! ,' EXISTING • ELEV. - 100.00 (Assumed) \ , (Approx.) , BARNSTABLE, MA DATED NOVEMBER 4, 1996, E$ 4-0 min' ,` ,' ,' ,' 1500 GALLON -- / AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN Liquid depth ' SEPTIC TANK/ 1 O f 1 - `;s IT SHOULD BE USED FOR NO PURPOSE OTHER THAN `* 0 I > ' r \ THE SEPTIC SYSTEM INSTALLATION. 10'-O` THERE...ARE..NO WETLANDS..:.WITHIN__20Q' .QF THE _PROPERTY. LA CROSS SECTION END-SEC1'i'ON LEGEND EXIST7�G i i DENOTES PROPOSED PERCOLATION TEST t i i i rr lI 4 BEDRtJfIAI.> GARAGE i 104X 1 SPOT GRADE HOUSE Date of Percolation Test: OCTOBER 29, 1981 I t t 1 r r '� DENOTES EXISTING Test Performed By. EDWARD KELLEY - P.E. i i i ti ( #47 ,r ,' ``,` X 104.46 SPOT GRADE Results Witnessed By. John Jacobi ( BArnstoble B.O.H.) Q, t t +} , ,! ,95r EXCAVATOR: Unknown 1 � 1 t I \ I I ' / � I PL PROPERTY LINE Percolation Rate 4 MPI +� 1.20" Below Land Surface t \ i I , Tent Hole i i It III \`\ `•���__ i j�/ /rr !r _-_L PROPOSED CONTOUR 1 __ ---� DEPT}f N------- SOILS 'EtfV I i i i \\\ \ --_ ,____-- -r--__ rr i , r' 1 - - - - -97 EXISTING CONTOUR i i I 0 98.00 ; ; ', LOT #208 ASPHALT ZINYBWAY , ' DEEP TEST HOLE & 35,143 Square Feet % PERCOLATION TEST LOCATION Subsoil Sandy Loam do 0"-48" 94.001 ----- I\ --- - --l-_ Dense M->Sand9D o---+ 6 FOOT STOCKADE FENCE w/Trace Clay 48"- 120 C, - Clean Fine i Sand 20• 16 C2 84.00; -______- ---' �\ \ P LOT PLAN ��. _-----------_ ____ -- - ----- - \ PeT`C.#1 8 --------- - --_ -_ - , OF PROPOSED SEPTIC SYSTEM UPGRADE` ----- -- ---_ --'- --_-- PREPARED FOR Depth to Perc: 12Q" t° 138" ., --____ � Pert Rate= 4 MP1 - -- - - _ - - Groundwater No Observed ------------------------------- _ -179.76'~ - - \I _`- -_-88 Na Observed ESHwT - - - _ ___ _ _ ___ _ - JAM ES ST E R G I S AT ADJUSTED H2O Elev. None _ `R 1429 40 - _ `lip \�` ~ I EDGE OF' PAVEMENT �__------- #47 OAKMONT ROAD EDGE OF PAVEMENT --- ' ' --------- ___--- r BARNSTABLE MA D ign Calculation� /f OA\ 1 Number of Bedrooms: 4 Exist. - Equivalent to 440 Gal./Day o (� "� M,= L �• \ �NOF S PREPARED BY: Garbage Grinders Na 1 RIGHT OF WAY} T' Leaching Capacity Required: 440 Gol./Day (MIN. PER TITLE V) 5Q F00 AR G� r T E. r , >r r i r Septic Tank - 2 x 440 Gal./Doy = 880 USE EXIST. 1,000 GAL. Septic Tank. 1�!I LHs Air/lHl1/�I lY SOIL ABSORPTION AREA:, Using / E percolation`rote of <2 min./inch S. NVIRONMENTAL SERVICES, INC. Bottom Area: 0.74 gal/sq. ft., x 400 sq_ ft. = 420 gallons No Sidewall Area: 0.74 got,/sq. ft. x 200 sq. ft. = 18$ gallons P.O. BOX 627 g Providing:: = 450 gallons EXISTING LEACH PIT TO BE PUMPED & 0 20 40 50 �GIsiV_ EAST FALMOUTH, `MA 02536 Use: (3) PRECAST 500-C UNITS, HAVING A 2' EFFECTIVE DEPTH, FILLED IN PLACE. SRNITAR�P�` TEL/FAX 508-548-0796 TO BE USED WITH 3.5 OF WASHED STONE ON THE SIDES AND NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE SCALE: 1"=20 DRAWN BY: CES DATE: APRIL 4, 2003 2.75° OF WASHED STONE ON THE ENDS FROM THE EXISTING LEACH PITS/CESSPOOLS TO BE DISPOSED UNITS TO BE SEPARATELY PIPED AND TO BE SEPARATED 2' APART. SCALE: 1 "-20' OF AS PER BOARD OF HEALTH SPECIFICATIONS. PROJECT#SD408 FILENAME: SD408PP.OWG SHEET 1 OF 1 .�n