Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0250 EISENHOWER DRIVE - Health
2,50 Eisenhower Road ' - cotuit A= 038 - 018 N TON OF BARNSTABLE w LC'�Ai'ION SO � N t 1t" r��— SEWAGE# VILLAGE ��T-lJ tiT ASSESSOR'S MAP&PARCEL Rtrf INSTALLERS NAME&PHONE NO. �d7' SEPTIC TANK CAPACITY O 00 ,G LEACHING FACILITY:(type) (size) 77X NO.OF BEDROOMS j OWNER PERMIT.DATE: "6 0 COMPLIANCE DATE: 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 r .. O A a , �� LT TOWN OF BARNSTABLE LOCA ON dW F J Se11 A QW e r r� d',e. SEWAGE # VILLAGE 01�49 1 ASSESSOR'S MAP & LOT OW s TAPS SEPTIC TANK CAPACITY a.d LEACHING FACILITY: (type) r� (size) NO.OF BEDROOMS oR aC i,u Q� 1 8 t OWNER Ara nS q e wt,Gek 1., PERMITDATE: 0 COMPLIANCE DATE: Separation Distance Between<446L4e 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 6 '20 No. Fee U v — THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: .PUBLIC HEALTH DIVISION - TOW O B!�t1►RNST LE, MASSACHUSETTS Yes �.v�r cxt'�- Cr ZIpphration for Migoza PgterrY o gtrurtion Permit Application for a Permit to Construct( ) Repair( ) Upgrade(t..�4bandon( ) ❑ Complete System Xndividual Components Location Address or Lot No. .)5 L ,j eAj hvv,ewW Owner's Name,Address,and Tel.No.. zaAssessor's Map/Parcel _ d 1 t/i / yvl✓ Installer's Name,Address,and O_aO,— Designer's Name,Address and Tel.No. Pr 6 1 Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures /� Design Flow(min.required) 33o gpd Design flow provided �3 J gpd Plan Date A 1)✓,t_ a q 492)& Number of sheets � Revision Date TitleL.— Size of Septic Yank ��: ST nD Type of S.A.S. ��n�c ✓��0�� Description of Soil Nature of Repairs or Alterations(Answer when applicable) ✓ 1� C Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar " Signe Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. .2606- 611D 1 Date Issued No. �0 Fee UI/ n t THE COMMONWEALTH OF MASSACHUSETTS-' Entered in computer: ./ PUBLIC HEALTH DIVISION - TOW/N OF ��SCABLE, MASSACHUSETTS YeS l U�, �� 2pplication for Migozal �p5tem Cold.5truction Vermit v -Application for a Permit to Construct( ) Repair( ) Upgrade(t. 4Bandon( ) ❑ Complete System Xndividual Components �S Location Address or Lot No.aSa /S�� G'i✓ '� C'Owner's Name,Address,and Tel.No. Assessor's Map/Parcel '� _ �? C T�Ui l Installer's Name,Address,and o. �j �0 f Designer's Name,Address and Tel.No. A•- �, � j . � j /�a y /�.6 Type of Building: Dwelling No.of Bedrooms .Lot Size sq. ft. Garbage Grinder ( ) Other - Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures /� Design Flow(min.required) 33 gpd Design flow provided gpd Plan Date #10 Ad"(p Number of sheets a/ Revision Date Title ✓�c.� �1..__ Size of Septic ank 1�.c—+4S/'t�v ,QO Type of S.A.S. (' .CN- ✓c�`t 0 1� ` Description of Soil 1'1�-CSG �_`n 41tl _ 0w4 C, w'-- � 0 Nature of Repairs or Alterations(Answer when applicable) ✓ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health Signe LtC Date Application Approved by U i qj. Date C- ;? Application Disapproved by: Y Date x t for the following reasons Permit No. r9y4 ©I -77 Date Issued r�_l/ ————————=—————— ——————_———---——————— —— ——?� THE COMMONWEALTH OF MASSACHUSETTS \BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY that theOn-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded (t Aybandoned( )by r at R 50 jE?SG N� n ur e g" ',I) r',r-e..._ G 070 rT has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. P o Q 6 -2 U, dated T U 6 t, 1R ` .. InstallerOPr'1�5 Designer ,S}ier-/ Al bedrooms 3 Approved design flow 3 U gpd The issuance of this permit sshal not be construed as a guarantee that the system~w l'1-functior�il��s'�d�si/;gned. Date Inspect r-_ r-- 6 6- U No. Fee l v THE COMMONWEALTH OF MASSACHUSETTS ` PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 1011i5pont *p!tem Construction Vermit Permission is hereby granted to Construct ( ) (Repair ( ) Upgrade (L,<Abandon ( ) System located at � .�'D �L'z S letihcv--S%--- 4:fO`"Cv-7- and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Co rnstructi /on must be completed within three years of the date of this permit Date I d U I� � _ Approved by, j 1 !"� - 08/07/2016 04:01 FAX 12 001/001 Town of Barnstable �tNe"'' Regulatory Services i BARNSTABLE, Thomas F. Geiler,Director r MASS Public Health Division Thomas McKean, Director 206 Maim Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 5-11-06 Designer: Shay Environmental Services, Inc. Installer: Robert Septic Services. Address: P.O. Box 627 East Falmouth Address: 5 Trenton Street MA 02536 Yarmouth, MA On 4-26-06 Robert Septic Service was issued a permit to install a (date) (installer) septic system at 250 Eisenhower Road, Cotuit. MA based on a design drawn by (address) Shay Environmental Services, Inc. dated 4/24/06 (designer) XX I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. G: �ZN OF kls.-9, ature) CARMEN E. SHAY ; No. 1131 'Q� tiO e C'�sTF� (gasigner's-Si nature) (Affix Bq#V e�sF, €tinp Here) s�ti y -ti PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:HealtlVSepric/Designer Certification Form 9/16/03 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems. Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM hereby certify that the engineered plan signed by me dated Z4 t" concerning the property located at Z50 C 1t�1�n l�Q. _ - � (3Z\) VV meets. all of the following criteria: • This failed system is connected to a residential dwelling only... are:no commercial or business.uses.associated with the.dwelling. The.soil is classified as.CLASS I and the percolation raze is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or.may conduct deep test holes and percolation tests.at the site without a health agent present. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the. Frimptor method when applicable] Please complete the following: G A) Top of Ground Surface Elevation(using GIS informati'on) 3 4.,0 r B) G.W. Elevation -0 +adjustment for high G.W. f DIFFERENCE BETWEEN A and B o. Z SIGNED : 2L� "DATE: 2 m NOTICE Based upon the above information, a repair permit will be issued for bedrooms maximum.. No additional bedrooms are authorized in the future without engineered septic system plans. gASepdc\percexemp.doc �� " s , r Town of Barnstable oFtKE L � o Regulatory Services BAMSTABLE Thomas F. Geiler,Director 9� 1 . .��A Public Health Division ptED MA'S Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 April 13, 2006 Mr Han s Sagemuehl 250 Eisenhower Drive Cotuit, MA 02635 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5 The septic system owned by you located 250 Eisenhower Drive, Cotuit, MA,was last inspected on April 10th, 2006 by, Sean M. Jones, a certified septic inspector for the State of Massachusetts. The inspection of your septic system showed that your system has "Failed"under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: Leach pit was full at time of inspection. You have 2 years from the date of the system failure to bring the system into compliance. If there are any questions about this reminder, please feel free to contact the Barnstable Health Department. BARNSTABLE HEALT DEPARTMENT omas c ean, R.S., C.H.O. Agent of the Board of Health r COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION 60-1 TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 250 Eisenhower Drive Cotuit _ �� 6/ i Owner's Name: Hans ,Sagemuehh =_ Owner's Address: ego hd®1 —t'�Sta HoWcr dr. �c s PQ Date of Inspection: Name of inspector:(please print)(. Sean Jones f �: Company Name: William E. Robinsonep S 7p tic Service �:-•Mailing Address: P O Box 1089 - a` Centerville, MA Telephone Number: (5081 775-8776 CERTIFICATION STATEMENT I certify that 1 have personally inspected the sewage disposal system at this address and that the information reported . below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems.I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: Passes Co ditionally Passes eeds Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Dute: //o o6 The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Heanhvr 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 S@Oc 5y5h,'^ Ar>s !4mech;, d,,e-. )a. 'Zee.eA 0//- IM' ****This report only describes condiT n-s-al-ttte'f me'l f nspeetion and under the conditions of use,at that time.This inspection does not address how the system wiflYperformin the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 pageF( ' Page 2 of 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 250 Eisenhower Drive Cotuit Owner.• Hans Sagemj4ebl Date of Inspection: q4lolRb Inspection Summary: Check A,B,C,D or E I ALWAYS complete all of Section D A. System Passes: 1 have not found any information which indicates that any of the failure criteria described in 310 ChM 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: .xz float B. System Conditionally Passes: /tf1 A . 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 exfrltration 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 rtrmovod ND explain: Page 3 of I I ` OFFICIAL INSPECTION FORM=NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 250 Eisenhower Drive Cotuit Owner: Hans Sacgemuehl Date of Inspection:_ it) 016 C. Further Evaluation is Required by the Board of Health: N/4" 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 I 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 froal 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: " 3 Page 4 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 250 Eisenhower Drive Cotuit Owner: Hans Sa emuehl Date of Inspection: W1466 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No/ _ ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool _1V Static liquid level in the distribution box above.outlet invert due to an overloaded or clogged SAS or cesspool L_eWciti Ply _/Liquid depth in cesspmtis less than 6"below invert or available volume is less than',day flow V Required pumping more than 4 times in the last year.NOT due to clogged or obstructed pipe(s).Number / of times pumped Any portion of the SAS,cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100.feet of a surface water supply or tributary to a surface water supply. _ ✓/ Any portion of a cesspool or.privy is within a Zone I of a public well. _ .✓,/'Any portion of a cesspool or privy is within 50 feet of a private water supply well. N/ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet front a private%-Ater supply well with no acceptable water quality analysis.(This system passes if(Ise well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that(lie well is free.from pollution from (hat facility and (lie 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.] (Yes/No)The system rails.1 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: . 11A To be considered a large system the system must serve a (aci!ity 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 fated.The vwner ar operator of wry large system considered a significant threat under Section E or failed sunder 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. 4 Page 5 of 1 I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGEDISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 250 Eisenhower Drive o ui Owner: Hans Sagemue Date of Inspection: 0/06 Check if the following have been done.You must indicate`yes"or"no"as to each of the following: Ye 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? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection?, ✓ _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) v — 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? ✓baffl Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition f the oes 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: Yes no/ ✓ Existing information.For example,a plan at the Board of Health. ✓ — Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)(310 CMR 15.302(3)(b)J 5 Page 6 of I ' OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS z SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 250 Eisenhower Drive Cotuit Owner: Hans Sa emuehl Date of Inspection: V141.0/0& FLOW CONDITIONS RESIDENTIAL. Number of bedrooms(design):. 3 Number of bedrooms(actual):_ DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): .3O 6 Pb Number of current residents:_ Does residence have a garbage grinder(yes or no):,d& Is laundry on a separate sewage system(yes or no): No[if yes separate inspection required] Laundry system inspected(yes or no):— A Seasonal use:(yes or no): A10 Water meter readings,if available(last 2 years usage(gpd)): 2 0 0 5 — 55, 000 Sump pump(yes or no):.ND 2004 — 42, 000 Last date of occupancy: L' mar f COMMERCIAIANDUSTRIAL /x//A Type of establishment: Design flow(based on 310 CUR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no):_ Industrial waste holding tank present(yes or no):_ Non-sanitary waste discharged to the Title 5 system(yes or no):_ Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: 0L-Vtt-r Was system pumped as part of the inspection(yes or no):�v If yes,volume pumped:__gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM OF 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: 19 Ty - orraga I Were sewage odors detected when arriving at the site(yes or no): /ICJ 6 Y 1'agc 7 of I I OFFICIAL INSPECTION FOI01—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORIII PART C SYSTEM INFORMATION (continued) Property Address: 250 Eisenhower Drive Cotuit Owner: Hans Sa emuehl-I_ Date of Inspection: e 0 O(b BUILDING SEWER(locate on silt plan) Depth below grade: Materials of construction:_case iroii 40 PVC_other(explain): Distance Gone private water supply well or suction lu►e: Comments(on condition of juu►ts,venting,evidence of leakage,etc.): Good , iva S'j2,.o y! I-ekleoee I,p �cN SEPTIC TANK: locate on site plan) Depth below grade: Material of construction: ✓oncrcte metal fiberglass J,olyetl►ylene _othcr(explain) If tank is metal list age:_ Is age confinned•by a Certificate of Compliance(),es or no):_(attacl►a copy of certificate) Dimensions: 1000 64ila�r Sludge deplli Distance Gom top of sludge to buttom of outlet Ice or Wile: Scum thickness: Distance from top of scum to IOP of outlet tee or baffle: Distance from bosom of scum to bottom of outlet tee or baffle: flow were dimensions determined: Comments(on pumping recommendations,inlet and outlet ice or battle condition,structwal integrity,liquid levels as related to outlet invert,evidence of leakage,eic.): 5 ' c tiJLC t.—C,s ,erg GREASE TRAI'eV/ (loca(e on site plan) Depth below grade:_ hlalerial of construction:_concrete_metal fiberglass_Itolycdiylciic._otl►er (explain): Dimensions: Scum thickness: Distance front top of scum to top of outlet tee or baffle: Distance Gott bottom of scum to botton►of outlet tee or baffle: Dale of last pumping: Conunents(on pumping reconttuendations,inlet and outlet Ice or baffle cunditiu.►, structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): 7 Page 9ofII OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORAIATION(continued) Property Address: 250 Eisenhower Drive Cotuit Owner: Hans Sac emuehl Dale of Inspection: o TIGHT or HOLDING TANK: '(tardc must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction:_concrete_metal_fiberglass polyethylene olher(explaur): Dimensions: Capacity: gallons Design Flow. gallonstday Alann present(yes or no): Alarm level: Alann in working order(yes or no):— Date of last pumping: Conunents(condition of alanu and float switctics,ctc.): DISTRIBUTION BOX:J/Oif prescn(must be opencd)(locate on site plan) Depth of liquid level above outlet invert: Conunents(note if box is level and distribution to outlets equal,any evidence of solids carryover, any evidence of leakage into or out of box,ctc.): was A Lv .a beck✓ f cie 5d <ej, J 'e PUMP CRAMBER N�(locate on site plan) Pumps in working order(yes or no):— Alamis in working order(yes or no):— Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): . Page 9 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:250 Eisenhower Drive Cotuit Owner: Hans Sagemuehl Date of Inspection: / SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,ezcavation'not required) If SAS not located explain why: TypS/ v t/ leaching pits,number: 1 leaching chambers,number: 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.): ` Lekc f f1..,c aF ✓'ec�ia� CESSPOOLS:�A(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:ZVOI(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.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:250 Eisenhower Drive o uit Owner: Hans Sage uehl Date of Inspection: ybo 06 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. d t ►ANK o7f 0 3 �-a• 30° 6-2= qo, o N P 1 t -v o� 13fl�. vL He,, I 4-,, �- Q®� we•Z ���- Co�,��t �t tS 14, SPeC-01-,Jv �ecc�use le-eA Ao `jICJK eCc.,xPC - 1eSo�Tj� 10 P2ge 11 of I l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 250 Eisenhower Drive Cotuit Owner. Hans Sa emuehl Date:of Inspection: V11040C. SITE EXAM Slope Surface water Check cellar. Shallow wells Estimated depth to ground water feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within ISO 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: foy.tG�wc.lcr t./IsSj p xe kI _he IPa c_�rn� �ctS COXP:i�� 11 L,0 ATLON S I W A G E ER,MIT NO. 6..- VILLAGE Cam' 7F API TA ER'S NAM ADDRESS f B UILDER OR OWNE DATE PERMIT ISS ED DAT E COMPLA-ANCE ISSUED G 6/By Id � J .. G. 3o R ' "J No 'y... . :.. FES.....5.. o............... /O `Q THE COMMONWEALTH OF MASSACHUSETTS (J BOARD OF HEALTH b'd 0 . .............O F.........oap..o.;. *a ...................--------.---...-- Appliration for Uiivnsal Works Tnnitrnrtiun Prrutit ` �� Application is hereby made for a Permit to Construct (►� Repair ( ) an Individual Sewage Disposal � System at: r 111��_ �1..542V.&d(/JE�\.....�Q�� �TIJ/l. ....................................�.�E7-------------------------------------------------- Z '/ ,( L cafi; A dr ss/ /° or Lot No. LaSffJ. ...1?.. !1!.L. ................... ............5�. tort Y/l.l.S,.....:.. - ••-• 2Owner / ? Address ................ �...., s ........................... Vi.1/................................ Installer Address d Type of Building Size Lot............................Sq. feet V Dwelling—No. of Bedrooms.. _.__.id, Expansion Attic (/UG� Garbage Grinder Wtf ----- •----- °4 Other—Type e of Building a yp g _ ._.Q� .._.. No. of persons..................... Showers Cafeteria (,(/,a Q' Other fixtures ---------------------------- W Design Flow...........,�>5. .....................gallons per person per day. Total daily flow..........33.e_2....................gallons. 04 Septic Tank—Liquid capacity. 06GIlons Length..../.4)...... Width.....( ....... Diameter----6 ........ Depth...r........ W Disposal Trench—No. Width.................... Total Length.................... Total leaching area....................sq. ft. x Seepage Pit No...... ............ iameter...-1� i ----•-•-- Depth below nlet.................... Total leaching area..�,&.tK..sq. ft. Z Other Distribution box (✓� Dosing tank (//) y Percolation Test Results Performed by._-...._ Gl.K�_G.C. P... !!S!� 2..... Date. .._._.11-..���� . Test Pit No. 1....G. -..minutes per inch Depth of Tit Pit:.._. 1 _.....___ Depth to ground water....1�d.... .__. Gc, Test Pit No. 2................minutes per inch Depth of Test Pit...............:.... Depth to ground water........................ O Description of----•-••-------••---------•............Soil........17.-.a�..........�-Q-�GI.'?!f...... .cu1.4..................................................................................... U .-'..1.a.' !1. .1ur�l....... ......------------------------- w ---•••---------------------------------•--•••-•--------•---------------------------•--•-------------------••-------------------------------••----------------------.._.........._..--------.._......... 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 5 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. ....... .�.ti:_.r3......... ..................•-- 1l XJO�$APPlication Approved By.. ................. ... . Da te Application Disapproved ollowing reasons---------------------------------------••----------------------•------•------......---.---- --.....-----.••-- -------------------------------------------•------- •-•-------•---•---•---•-•-.........-•-------------..........-•-•••---••-•--••---••--------••----•--.--•- Date PermitNo......................................................... Issued........................................................ Date _ -- FEA V ..........._............... THE COMMONWEALTH OF MASSACHUSETTS _ BOARD OF HEALTH -. .ti.............OF........ C!.i� T./4.r(3...:- AVV ira ioaa for Uhip i al Workii Tomilrnnrtion Putnit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: SFi(I HOGtiE-i< 1' e9l IA w7-1!/T .......................................................... 7 Location-Address / —7— / / or Lot N_o. ............ /� /5//�/r /j l [ t'� ....N� . .. Owner Address Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms.............. ............_..............Expansion Attic (Aw Garbage Grinder aOther—Type of Building _Jtl� cfNw..... No. of persons......Z.................. Showers ( 2) — Cafeteria (Ve) dOther fixtures ------------------------------------------------------•---••-••-•-••....-•••---•-•---•--••---•---•-----•-•........----...-••-••-•-•--•............--- Desi n Flow.............:c5.~._........_......__ allons per person per day. Total daily flow..........] .c-�................... W g -- - - - g P P P Y Y - - - -gallons. WSeptic Tank—Liquid capacity..1.4�g'alIons Length....L:.._... Width__..e�._..... Diameter.... ......... Depth...-�........ x Disposal Trench—No._._ 1.� `f:y_ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No....___._-__.__........ Diameter...../4c......... Depth below inlet.................... Total leaching area._.�LZ___sq. ft. Z Other Distribution box ( �� Dosing tank ( ) a Percolation Test Results Performed by._.......��t��f `f....................� . i/Crrc.:!1 Date._..._.��.....'.... ..5....... G y ,CJ 'Nc Test Pit No. 1...............minutes per inch Depth of Test Pit...... .�__..._. Depth to ground water...__..___............ (s, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 9 ------------------------------•----•--•-;•------------•-------------•------•-••------------.------•-•-•-------•----------------------------- O Description of Soil......... ' -__s ...._....1.� y rrlSSc)/c x , --------------------------------------•---------•----- ...... ------•-•-•----•- W ------------------------------------------------------------------••--•--•-•-------••--••--•--•-----••••-------•••......•......•••-••----••--•---•--•---.....•-••--•-----•..._..-••-•--•---••-•-------- V 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 5 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. Application Approved PP PP �... ®__ . Date Application Disapprove or f ollowing reasons:-----------•-------------------------------•------......--•---•-------•-------------•-----=--•----•---••--•-••- ..................................... -- -•----•....••••-•-----•...........................- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .............. ....::v`7U........OF..........���<.LrcSr.r........ ................. ..�..............-•---.............. ....... .... Tnrfifiratr of Tonnplittnrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( 4-1�or Repaired ( ) by..........� /._t..../,���15, e" ............. . •-••--••--•-....•---•.......-•-••-•-•-•----•-•-•••......--•--•-•..................... Installer at.......... >........-C....; _:�c fi l'G✓f ..?..h .6 ---------•---•----•-----••------•------....•••-----••--------•----•----•--- -•-- has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Co e a es ribed in the application for Disposal Works Construction Permit Nor__41r...Z-_Z..................... dated .. ... _. ........................... THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUERAS A GUARANTEE THAT THE SYSTEM W$4 FUOCCTTION SATISFACTORY. DATE...r,3 . ?: _ /.l--L1 ------•-------------•--•---------•----•---•---- Inspector. • ---------......---•--------....................------.....---:....----.... THE COMMONWEALTH OF ASSACHUSETTS BOARD OF HEALTH / O F...........:...... .. .... r U FEE}...................... Rgiviial Vorki5 Toniitrnrt#ion rrnnit Permission is hereby granted........... ..t� /j '��5 f c': ..._ to Construct ( Iv)or Repair ( ) an Individual Sewage Disposal System at No... ' ; '. , �c ��Luc". /. -----------------------•--•---------------•---------------------------------------............ T y �} K't U/ %-- Street as shown on/theon for Disposal `��orks Construction Permit Now. _............. Dated.......................................... ��, . Board of Health DATE•••-Z .•........................... FORM 1255 A. M. SULKIN. INC., BOSTON a I Ix `�, ! { q�, r x } s4 4 a r 8 • r. � f t � � .ix S \ " � r <ti 7�� .�/emu � o� Tir„1 £ $ �*�,•?" i�a 11 17 < p 4 > o-: - r i -7" leto -s_ MORSE Q No.10951�Q cis otj .-LEGEND EXIS;TINO SPOT ,ELE VAT 11.0N ®u0 CERTIFIED PLOT PLAN EXIgTINQt COi�TOU 0.� - �i �_ P L (; � , , �� ��� � 41 .R FINISHED 'SPOT ki EvATtoN .:�, U F'IN.ISHE 'CONTOUR -- 0 �, R�-,[r?f r t �1 , APPROV ' BOARD OF N IE�L r��ED � n l r., .L l�L .i LL' .J/ 7DAT`E AGENT Y ' �'" �CALE� I � ,, ` '='� ! DATi* !'/ 2� 7-3/ �k. _ — _—_ CLIERIT I CERTIFY . TFIAT T.�dE PROPOSEDEGiSTE�dE NREGISTER D , . 2'3 3-Z I BUILDING SHOWN ON T.�913 R6aA[� CIVIL LND DI,�.�Y� r� . CONFORMS 'TO THE ZONING LAWS ENGINEER lI��A E �. ',. ----_-^— 0 i� A R N YA E3 L V�4 A S 5 . , Yz f1 . NIAI N S'rF.EFT- . CH. ®Y 11'Y A, N IV I S, ?A-A 5 `a .,. a !� SHEET . OF 2 ^DATE " Rt:f; 1.: .�� �.I,If2VEY0-R 4 7"A.All< OR y 4 AC-4?i.VO: All 7 sm.Ow ;YA L Z TWA -/.-AVY CA S -0/-/ CC VZ-.Ar L_ 3�- 4 -0 dovnq co 8 . P,&A, ORAOLj c c IFA/V -FAIV-0, 5ACA LhPV/D R Q 7F 0 a o WA 5HJ=D 5701Y46 0 0 o a Ba 0 00 tp 0 QE,0r)=_=C77/ 0 a APIERr,'W *,0 1 0 0• 0 0 0 0 :`7 J, 0, 0 : : PRECA5 r.SEEPAGE y ' .:.w O' �'a' a 1 0 A0 f+ 0 0 o 0 P17 OR ot 6.--r. P114AJ.- YER7 AT EE 7;,WLII-A TJ 1 1,C(5 VIA m., vP: .7, SEPT/C.7A GROUND A�4MFR TABLE V157RAO�i6N's 1'7 A7 _s4Fc r10/V.0 0 C/7LE-ri0l stqlb&-rl6Po BOX S- 051.. a 7AI MrAvA 10 DIENS1ON fiT. L F., FT.o 1,o.IR�v5 Um 8ER 6F az-bRo • du- z-d S rO TA L IT 40/1- 71E. G. Z.� - Is- . -6, ' �-1_0 AIV 3 Z L T, I SOIL. TEST O)r' 50j?,L TE57-, ft 0A 3- RESULTS-P-117-AlZ5-S.-_D 490T-rO/W A-`.qC0LA-r10,;V RATO 0/ SQ�' A7. `7 -A Irl ON RA 7'aw -7 i.lQRSER114E L AREA 7GF IA ".5 A A kT Its, 'COD, ' 'No 109 11 ELDMEDCR ENCrIAl"RINC17 C40 INC; Z_ /4 IN sr -_14),�A Al Al 3, P6 7/ MASS: a cy To 41N e;4 Z�-,M 77 Vie7:6 0 U/V,277, G R 0 iWAD "i", ----------- ------ 2-18' DIAM. ACCESS MANHOLES 1. 1+ J EMB EM *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. SECTION A -A INLET OUTI ET 10' min. from Existing Foundation �house to septic tank PROFILE VIEW OF ADDITION TO LEACHING SYSTEM D-BOX cover must be r THE ACCESS COVERS FOR THE SEPTIC TANK, TOP OF FOUNDATION ELEV. 100.00 (Assumed) Septic tank covers must beI fa within 6 W w thin 8 In. of finished grade in. of finished grade DISTRIBUTION BOX AND LEACHING COMPONENT Grade over Septic Tank 96.00 Grade over D-Box 92.00 do over SAS 92.00 3" of 1/8* - 1/2" Washed Peaston /2 Washed Crushed.Stone SET DEEPER THAN INCHES BELOW FINISHED GRADE SHALL BE RAISED TO WTHIN 6- OF ve FINISHED GRADE. -E4 A\ /4* to I I STEEL REINFORCED PRECAST CONCRETE 4- PVC(CAPPED)INSPECTION PORT TO BE "rod -TITE GAS BAFFLES OR EQUALS S - 0.02 'oo� 3 HOLE M-10 INSTALLED AND TO BE WITHIN S'OF GRADE PLAN VIEW INSTALL TUF IST. BOX 3' Maximum Cover Top OF Siortsm- Elev. -89.00 150 EXIST. GeM S-0-01 Greater Sao 10 A- 3-24" REMOVABLE COVERS 40 2W Rand ht Katy It cumpa"y C 21)" N EXIST. PIPE LO 1,000 GAL. 0 5. S. 0.01'Per fact 0"Effective Depth FROM EXIST. FOUNDATION rl� SEPTIC TANK Lr) 11 0) r- mom *;r. II H-11O 00 5 Units 111! 6.25' 30' CONCRETE FULL FOUNDATIO 00 0.83' (10 inches) 3' min. clearance GENERAL NOTES 3'1 3' INLET B* mInT. 12' min. Inlet to outlet Z C� -1 OUTLET -f*AXT 1. Contractor is responsible for Digsafe notification 6 In.of 3/4'-11 1/2- 4) 1 -31.2 SYSTEM PROFILE OD FT L'�u and protection of all underground utilities and pipes. compacted .tone A- .37,2 1, 5' - a -1 - 7' 2. The septic tank a7l distr�i Not to Scale 5-- • 3.5' Effective Length A gtion box shall be set �1; 3. .96 4 .2 stone. -3 El 4'-0* min. level on 6" of 3 6.42' SOIL ABSORPTION SYSTEM (SAS) 0.Vft Liquid depth 3. Backfill should be clean sand or grovel with no Provided Effective WkIth 6 In.of 3/4'-1 1/2' compacted stone 0 INFILTATROR HIGH CAPACITY (H-20 LOADING)/ GEORGE O'BRIEN stones over 3* in size. 4. This system is subject to inspection during installation NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE 0 Not to Scale Environmental Services, Inc. M (OR EQUIVALENT) by Carmen E. Shay Z Bottom of Test Hole I Elev.-81.00 4! -to*- 5. The contractor shall install this system in accordance W Groundwater Observed NONE OBSERV71) NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18- /EFFECTIVE HEIGHT IS 10- with Title V of the Massachusetts state code, the approved plan CROSS SECTION END-SECTION and Local Regulations. 6. If, during installation the contractor encounters any TYPICAL 1000 GALLON SEPTIC TANK soil conditions or site conditions that are different from those shown on the soil log or in our design NOT TO SCALE installation must halt & immediate notification be made to Carmen E. Shay - Environmental Services, Inc. 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. PERCOLATION 'TEST 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. Date of Percolation Test: APRIL 22, 2006 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. Test Performed By. CARMEN E SHAY, R.S., C.S.E. 10. All solid piping, tees & fittings shall be 4' diameter Results Witnessed By. WAIVER Per Barnstable B.O.H.) EXCAVATOR: Shay Env. Svcs. Schedule 40 NSF PVC pipes with water tight joints. Percolation Rate: Less Than 2 MPI 0 24" 11. MUNICIPAL WATER IS AVAILABLE TO THE SITE and Surrounding Properties. Test Hole Test Hole No. 1 No. 2 DEPTH SOILS ELEV. DEPTH SOILS ELEV. NOTE: 0 92.00 0 96.00 THE PROPERTY LINES ARE APPROXIMATE AND Sandy Loam Sandy Loom COMPILED FROM THE PLAN BY ELDRIDGE ENGINEERING COMPANY 10 YR 3/2 10 YR 3/2 ENTITLED "CERTIFIED PLOT PLAN OF LOT 57 EISENHOWER DRIVE, O.-r. COTUIT, MA, DATED JANUARY 13, 1984 A, 91.50, 0--6- A 95.50 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN Sandy Sandy IT SHOULD BE USED FOR NO PURPOSE OTHER THAN Fin 160.00' Loa Loom THE SEPTIC SYSTEM INSTALLATION. 10 YR 5/6 10 YR 3/0 6-- 24- Be 90.00 6*- 24" Be 194.00 Medium/Coarse Medium/Coarse So Sand NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE C1q 2.5 Y 2.8 Y 7/4 FROM THE EXISTING SEPTIC SYSTEM TO BE DISPOSED OF AS PER BOARD OF HEALTH SPECIFICATIONS. 24"- 132 91.00, 24-- 1321 C, 85.QQ LOT #57 EXISTING LEACH PIT TO BE PUMPED DRY & FILLED IN PLACE 31,692 Square Feet le ASSESSORS MAP - 38 PARCEL - 018 U- ZONING - RESIDENTIAL 0 Perc #1 FLOOD ZONE C Depth to Perc: 32" to 50* Perc Rate= 2 MPI ----------------- 98 Groundwater Not Observed THERE ARE NO WETLANDS LOCATED WITHIN A 200' RADIUS No Observed ESHWT OF THE PROPERTY �00- tgr ADJUSTED H2O Elev. None 0 `41,4 TEST HOLE #2 DECK EXIST. ELEV.= 96.00 WMST. GARAGE ALL OUTLET PIPES FROM THE LEGEND DRIVfWAY DISTRIBU71ON BOX SHALL BE 12. SET LEVEL FOR AT LEAST 2 Fr. CONCRETE COVER tt Failed 3- r OUTLET 2 KNOCKOUTS DENOTES PROPOSED M, i �k Woter, L4m. Leach Pli---____ P 1&V ill' INLET SPOT GRADE A 6. r DENOTES EXISTING EXISTING 2 BEDROOM X 104.46 SPOT GRADE Q HOUSE EXIST. 1,000 GAL. PLAN SECTION CROSS-SECTION PL PROJECT BENCH MARK #250 SEPTIC TANK PROPERTY LINE 0OI TOP OF FOUNDATION L ELEV. 100.00 (Assumed) 3 HOLE DISTRIBUTION BOX H-10 LOADING PROPOSED CONTOUR NOT TO SCALE 97- - --- -97 EXISTING CONTOUR Design Calculation DEEP TEST HOLE & TEST HOLE #1 PERCOLATION TEST LOCATION 2 ELEV.= 92.00 6 Number of Bedrooms: 2 Equivalent to 220 Gal./Day (330 Gal./Day Min. per Title V) ♦ FENCE 4 Garbage Grinder: No Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) 2 x 330 Gal./Day - 660 USE EXIST. 1,000 GAL. Septic Tank. PRIVATE DRINKING WATER WELL M. Septic Tank : SOIL ABSORPTION AREA: Using percolation rote of <2 min./inch b-Box 273.8 gallons Bottom Area: 0.74 gal/sq. ft. x 370 sq. it. REVISIONS Sidewall Area: 0.74 gal./sq. ft. x 78 sq. ft. 58 gallons Providing: 331.80 gallons NO. DATE: DEFINITION Use: (5) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH, 88 TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE ON THE ENDS. NO STONE UNDER. 4,\ 86 P RO POS ED �� PREPARED FOR . SUBSURFACE SEWAGE DISPOSAL SYSTEM OF HANS W. SAGEMOEHL #250 EISENHOWER DRIVE 190 COTU IT, MA 250 EISENHOWER DRIVE COTUIT, MA, PREPARED BY: 0 Dining CJ6 02635 CARMEN E. SHA Y fEAWROAMEATAL SERVICES, INC. 0 Kitchen 0 W No. 11 P.O. BOX 627 M 0 20 40 50 STf EAST FALMOUTH, MA 02536 '941VITAR\ Bedroom Living Room TEL/FAX : 508-539-7966 J SCALE: 1"=20' SCALE: 1 "=20' DRAWN BY: CES DATE: APRIL 24, 200 2 BE HOUSE FLOOR SCHEMATIC PROJECT#SD-904 FILENAME: SD904PP.DWG SHEET OF 1 Stone BE E\\\ u-tj L Go Li 1E.ft Sand 7/4 C,