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HomeMy WebLinkAbout0315 SEAPUIT RIVER ROAD - Health 315 SEAPUIT RIVER RD. , OSTERVILLE A=O51 .014.005 LOT 14-5 i i 1 f e TOWN OF BA_RNSTABLE fJ .LOCATION 3/4' Se AN IT RWYOL.. rZJ � SEWAGE # "!'I VILLAGE 10111V ®?Xh)J ISAW ASSESSOR'S MAP &--LOT1i d,.e►�»tc�—4"`. INSTALLER'S NAME&PHONE NO. F�A / ;h.*vy SEPTIC TANK CAPACITY , f ®a LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER e 0 itith) PERMIT DATE: COMPLIANCE DATE: 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.l% cEdge of Wetland and Leaching Facility(If any wetlands exist > within 306 feet of leaching facility) 4 Feet Furnished by x Y ' �ze t 7"�'` Zt� Jk F S i � No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2ppliLation fD isposal �pstrm Construction Permit L Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot o. �'E.QivV- � �,� Ownerrs Name,Address,and Tel.No. �� e(, Uil,.�.; s��st_�occoel 9L �"` Sac�.��ar WPC�rd r�►t,- ®(( `� Assessor's Map/Parcel ®� , Installer's Name,Address,and Tel.No.-tee,j C;�. -tx,i Designer's Name,Address,and Tel.No. jft4N3��q,,n Tod Le— 44 h` e o 13a� 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) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) �% QF`, �►�...1 i✓ ez e S357 -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 not to place the system in operation until a Certificate of Compliance has been issued by this Board th. r k igned ` Date y 1 "L o-71), Application Approved by Date 0` -8 Application Disapproved by Date for the.following reasons Permit No,Q ,`;�4 G, Date Issued ' v f R No. Fee r � THE COMMONWEALTH OF MASSACHUSETTS Entered in com ter:_ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[pprication for isposai 6pstem Construction Permit Application for a Permit to Construct(V Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Componentsi Location Address or Lot No. $ Se0.Q -K ��f r Owner's Name,Address,and Tel.No.r1; G Go ll,n r- t 1 ��tc r%,A4%� 7L � r. ►,,fry L�Str� tw, o1w :a Assessor's Map/Parcel 4 - or. l Ct Installer's Name,Address,and Yel.No.fion Designer's Name,Address,and Tel.No. $7, 'o,LP_ � '�3C� �08 �`;, Ss^LL j✓�1y�r-ac.( in i�, ��oy es01 ?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) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title _ - Size of Septic Tank Type of S.A.S. Description of Soil 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 Co not to place the system in operation until a Certificate of Compliance has been issued by this Board H lth. igned -T - Date -tt _J Application Approved by Date Application Disapproved by ' Date for the following reasons , Permit No. �, ��.� f_ Date Issued j,� �� � •�� -------------- ----------------------------------------------------- -------------------------- - ------ ------------------------- (J ,^`r� fiN THE COMMONWEALTH OF MASSACHUSETTS uS� BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed W) Repaired( ) Upgraded( ) Abandoned( )by n t .bc ®L1 i ' v - - -- at � - �� r�€- NA has been constructed i accordance with the provi ions of Title 5 and the for Disposal System Construction Permit No '(;—. dated /81-! \iInstaller , �'`'~ Designer Wit, #bedrooms ;ICJ Pr Approved design flow p/ A- l gpd The issuance of this permit shall not be construed as a guarantee that the system wilifimcl n as designe . Date ( 0 Inspector r V - --------------------------------------- ----------------------------- ----- ------------------------------------------- No. b Fee 75, THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction Permit , Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at ( _ r and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. ' Provided:Construction ��must be completed within three years of the date of this peTmil. Date Lt)_ ",/, C> Approved No. / �a Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation for Misposal 6pstem Construction VPrmit Application for a Permit to Construct( ) Repair(upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address oq of No.s214 10ew pov ij' LtJ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 160 oR CX- S \ Installer's Name,Address,and Tel.No. Designer's Ndtne,Address,and Tel.No. Type of.Building: Dwelling No.of Bedrooms 2— Lot Size sq.ft. Garbage Grinder( } Other Type of Building �'j �iGt ` No.of Persons Showers( ) Cafeteria Other Fixtures Design Flow(min.required) 3 3c) gpd Design flow provided 31%Ct gpd Plan Date ;Z1/&I Number of sheets Revision Date Title Size of Septic Tank 15W R —0 Type of S.A.S. Go ( N' Description of Soil Na>ure of Repairs or Alterations(Answer when applicable) 1 1 _ 01^� ceS 1. 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. Signed �__ Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No.�� Date Issued j �' r No. �-��} /,,..a � Fee AZ '�^ ' " r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. ^' ;, PUBLIC•,HEALTH DIVISION TQfWN OF BARNSTABLE, MASSACHUSETTS Yes application for Disposal *pstem Construction Permit Application for a*Permit to Construct( ) Repair(4?*`Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address oy of No:�H/�Qt+�pe�1T" �.n) Owner's Name,Address,and Tel.No. C�S1�f'f d1 1�� Assessor's Map/Parcel 1(,Cp 1 o a 7 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ipwc� + NC. - ;Type of Buildings' Dwelling No.of Bedrooms : - Lot Size sq.ft. _ Garbage Grinder( ) Other Type of Building No.of Persons Showers(•-) Cafeteria( ) Other Fixtures , Design Flow(min.require) ('� gpd Design flow provided `3 N /3 r 1 j• ,'1 ; r - gpd) r' 1 Plan Date ;Z f/, l Number of sheets Revision Date Title r`) Size of Septic Tank NO Type of S.A.S. rfi��fllJ -A� Description of Soil Nature of Repairs or Alterations(Answer when applicable) Ln/�}G�� Ct 14,C0 fI-f) 0 b��x �,,.a a r1 ra s �lof� r me b��t ���'►!� y C S ��1Irx,)n ) 1 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. Signed ..... Date Application Approved by Date c;j Application Disapproved by Date for the following reasons .ram" Permit No.c�� d 7 � Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS ctCertificate of Compliance THIS IS TO CCERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( graded( ) Abandoned( )by J A r >(A r4 rti r rtn at ,� t4 /�A) If (.nl c r��!) has been constructed in accordance f with the provisionstoof Title 5 and the for Disposal System Construction Permit No /' 6 YK dated c:51L11q 1C0_ f Installer D A if5(Qwyy Zx Designer Dj► ir) ly�ca -at"sN #bedrooms „2— Approved design flow 13 0 - gpd The issuance of this pe it shall not be construed as a guarantee that the system wiMo ri�ton as designed. (� Date �t �' Ins- /"'ector , ------------------- No.C7�9-4/` Fee a✓06 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal *Pstem onstructlon Permit Perrnission is hereby grl�annted�to Construct( ) Repair({� Upgrade( ) Abandon( } System located at A..// /\WA". b o (D;i al i p all and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. �M Provided:Construction /must/b/e(c�omp)eted within three years of the date of this pe, it. Date { "1 Approved by � Town of Barnstable Regulatory Services Thomas F.Geiler,Director '" Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790=6304 Date:3 2/ Sewage Permit#dv s0 Assessor's Map/Parcel /G� . Installer&Designer Certification Form Designer: ` Installer; ,/V i�� , Address: � Nf / Address: Ir On �i-T(�I)C was;issued a permit to install a (date) (installer) septic system at N I✓r k based on,a design drawn by (address �4v ram - Wig dated (designer) ?1<- , 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. Stripout (if required) was inspected Land the soils } were found.satisfactory. 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 F ' --ions. Plan-revision or. certified as-built byAesigner to follow. Stripout(if rp- acted and the soils .found-satisfactory: OFMgS DAVID �—i............ b �: M (Installer's Signature) d Jan 05 2016 23:47 Jim The Inspector Man 5085349919 page 18 t f• 1 �,L Commonwealth of Massachusetts . Title 5 Official Inspection Form UVSubsurface Sewage Disposal System Form-Not for Voluntary Assessments? 315 Seapuit River Road Property Address .n , John Halloran s' Owner Owners Name w information is required for every Osterville ✓ MA 02655 12-224-15 page. City(rown State Zip Code Date of inspection Inspection results must be submitted on this form. inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. General Information filling out fortes # f/ 59 %utpinuuUrr on the computer, -,,`, .�_jN OF qri,'�� use only the tab 1. Inspector: .�`` �•' ssy'% key to move your ? .•C,S' cursor-do not G James D.Sears = JAMES •to use the return � _�'r ;m key. Name of Inspector Ca ewide Enterprises, LLC _ �.•c, o P p ro Company Name 153 Commercial Street '4gri5 IN.6pr. Et���`�� Company Address Mashpee MA 02649 Cityrrown State Zip Code 508-477-8877 S 1623 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: ® Passes. ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 1-5-16 6X' nspectors Signature Date 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. *'"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. t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Pape 1 of 17 o Jan .05 2016 23:47 Jim The- Inspector Man 5085349919 page 19 f Commonwealth of Massachusetts lugTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 315 Seapuit River Road Property Address John Holloran Owner Owner's Name Information is required for every Osterville MA 02655 12-22-15 page. CityfTown State Zip Code. Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15,303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: The system is a 1500 Gal.Tank D Box and seven chambers Note: Cover's on tank should be raised B) System Conditionally Passes: :; ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair,as approved by the Board of Health,will pass. Check the box for"yes", "no"or"not determined"(Y, N, ND)for the following statements. If"not determined," please explain. The septic tank Is metal and over 20 years old` or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. " A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•3M 3 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 0117 i 8 Jan 05 2016 23:48 Jim The Inspector Man 5085349919 page 20 Commonwealth of Massachusetts 4 - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 315 Seapuit River Road Property Address John Holloran Owner Owners Name information is Ostervllle required for every MA 02655 12-22-15 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes(cunt.): s. ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipes)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N I ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C Further Evaluation Is Required ) b the Board of Health:eq Y ❑ 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 t5ins•3M 3 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 3 of 17 Jan 05 2016 23:48 Jim The Inspector Man 5085349919 page 21 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 315 Seapuit River Road Property Address John Holloran Owner Owner's Name information is required for every Osterville . MA 02655 12-22-15 page. City/Town State Zip Code Date of Inspection B. Certification (cant.) 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'l of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance:.. ** This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and,nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in ompapall is less than 6" below invert or available volume is less than '/day flow 4 CAellt ov4-' !Sirs•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Jan 05 2016 23:49 Jim The Inspector Man 5085349919 page 22 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments r 315 Seapuit River Road Property Address John Holloran Owner Owners Name information is required for every Osterville MA 02655 12-22-15 page. Cityfrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of,a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This System passes if the well water analysis, performed,at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no" to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ El 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. 15ins 3113 Title 5 Offioiel Inspwion Forth:Subsurface Sewage Disposal System•Page 5 of 17 Jan 05 2016 23:49 Jim The Inspector Man 5085349919 page 23 Commonwealth of Massachusetts NEW z Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 315 Seapuit River Road Property Address John Holloran Owner Owner's Name information is OSterville required for eve MA 02655 12-22-15 page. City/Town Stale Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate `yes" or"no"as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the,system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? 0 ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the.interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? 4 ❑ ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 6 Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 660 t5ins-31113 Title 5 official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Jan 05 2016 23:50 Jim The Inspector Man 5085349919 page 24 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 315 Seapuit River Road Property Address John Holloran Owner pwner's Name Information is required for every Osterville MA 02655 12-22-15 page, City/Town State Zip Code Date of Inspection D. System Information Description: The system is a 1500 Gal. Tank D Box and seven chambers Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection El Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonafuse? . ❑ Yes ® No Water meter readings, if available last 2 ears usage 2014-494,000Gal ( y g (gPd))'Detail: 2015-131,000Gal's Sump pump? ❑ Yes ® No Last date of occupancy: Present Date Commercial/industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/personstsq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: 151ns-3/13 Title 5 Midst Inspecticn Form:Subsurface Sewage Disposal System•Page 7 of 17 Jan 05 2016 23:50 Jim The Inspector Man 5085349919 page. 25 Commonwealth of Massachusetts Title 5 Official Ins pection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 315 Seapuit River Road IV Property Address John Holloran Owner Owners Name information is required for every Osteryille MA 02655 12-22-.15 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: NA Was system pumped as part of the inspection? ❑ Yes ® No If yes,volume pumped: .gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): t51ns•3113 Title 5 official Inspection Form:Subsurfeoe Sawage Disposal System•Page a of 17 Jan 05 2016 23:51 Jim The Inspector Man 5085349919 page 26 Commonwealth of Massachusetts Title 5. Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments _315 Seap uit River Road Property Address John Holloran Owner Owners Name information is required wired for every Osterville MA 02655 12-22-15 page. City/Town State Zip Code Date of inspection D. System 'Information (cont.) Approximate age of all components, date installed (if known)and source of information: 2000 -Permit*2000-677. Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 44" feet Material of construction: ❑ cast iron ®40 PVC ❑other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Pipeing is 4" PVC SCH 40. Septic Tank (locate on site plan): Depth below grade: 34" feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑other(explain) If tank is metal, list age: years ' Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 Gal. Precast H-10 Sludge depth: 4„ 15ins-3/13 Tolle 5 official Inspedion Form:Subsurface Sewage Disposal System•Page 9 of 17 Jan 05 2016 23:51 Jim The Inspector Man 5085349919 page 27 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 315 Seapuit River Road Property Address John Holloran Owner Owner's Name information is required for every Osterville MA 02655 12-22-15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank (cunt.) Distance from top of sludge to bottom of outlet tee or baffle 26 Scum thickness Y Distance from top of scum to top of outlet tee or baffle 8 Distance from bottom of scum to bottom of outlet tee or baffle 15" How were dimensions determined? Asbuilt-Tape- Plan Sludge Judge 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 at work level. Tank and covers at 34" below grade. Two inlet Tee's,outlet tee. Note: Tank dumped after inspection. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Jan 05 2016 23:51 Jim The Inspector Man 5085349919 page 28 Commonwealth of Massachusetts Title 5 Official- Inspection Form r Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 315 Seapuit River Road Property Address John Halloran Owner Owner's Name information is required for every Ostervllle MA 02655 12-22-15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene El other(explain).- Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): "Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3113 Title 5 Official Inspection Form;Subsurfeoe Sewage Disposal System•Page 11 of 17 Jan 05 2016 23:52 Jim The Inspector Man 5085349919 page 29 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 315 Seapuit River Road Property Address John Halloran Owner Owner's Name information is required wired for every Ostervllle MA 02655 12-22-15 page. cltyrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 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 is 16"x30"-4' below w/one line out. Box is clean and solid. No sign of over loading or solid carry over. Pump Chamber(locate on site plan): Pumps In working order: ❑ Yes ❑ No' Alarms in working order: ❑ Yes ❑ No` Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS)(locate on site plan, excavation not required): If SAS not located, explain why: t5lns-&13 Title 5 Official Inspection rorn:Subsurface Sewage Disposal System•Page 12 of 17 Jan 05 2016 23:52 Jim. The Inspector Man 5085349919 page 30 Commonwealth of Massachusetts 0 Title 5 Official Inspection Form Subsurface Sewage Disposal System_Form -Not for Voluntary Assessments 315 Seapuit River Road Property Address John Nolloran Owner Owner's Name information is required for every Osterville MA 02655 12-22-15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 7 ❑ 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.): Leaching is seven recharger 330 units w/4' stone. Ck D Box and camera out lines. No sign of over loading or solid carry over. No sign of holding water. Cesspools(cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to Inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No 15ins•3113 Title 6 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 An 05 2016 23:52 Jim The Inspector Man 5085349919 page 31 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 315 Seapuit River Road Property Address John Halloran Owner Owner's Name Information is required for every Osterville MA 02655 12-22A 5 page. City/Town State Zip Code Date of Inspection D. System Information (cont_) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding,.condition of vegetation, etc.): 15in3•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 I� Jan 05 2016 23:53 Jim The Inspector Man 5085349919 page 32 Commonwealth of Massachusetts _ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 315 Seapuit River Road Property Address John Holloran Owner Owner's Name information is required for every Osteryille MA 02655 12-22-15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately C 15(_/,01 Flo yr g �..�._ at Y�• 3 C-3 15ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 Jan 05 2016 23:53 Jim .The Inspector Man 5085349919 page 33 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 315 Seapuit River Road Property Address John Holloran Owner Owner's Name Information is required for every Osterville MA 02655 12-22-15 page. City/Town State Zip Code Date cf Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells D N Estimated depth to high ground water. 10, feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: 11-17-98 Date ❑ 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: T.H. on Design plan 11-17-98 no G W at 10' Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins.-3/13 Title 5 Officlal Inspection Form:Subsurface$eviage Disposal System-Page 16 of 17 Jan 05 2016 23:54 Jim The Inspector Man 5085349919 page 34 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 315 Seapuit River Road Property Address John Holloran Owner Owner's Name information is required for every Osteryille MA 02655 12-22-15 page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist M Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in.separate file t5ins•3113 Title 6 official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 No. THE COMMONWEALTH OF MASSACHUSETTS FEE �,�,`' n BOARDA OF HEALTH GLL� O F APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct (/Repair ( ) Upgrade ( ) Abandon ( ) - Complete System ❑Individual Components 0440 �,. ' REM A. k ikLLpZA,0 Lo i i Owner's Na 4�p Parcel Addre.s LO1- —� 5®8,_ `�99 — 13:3Zo Lot N hone# (._�.r.► �f tal(� �1.1G 1a�E��.tU�.��. Installer's Name j II 'rrg/P�iA ne�z — , ►\INyg k,OZ�1 c Address 10 8`� � 1 / —A Telephone N Telephone# Type of Building: 51 lA&l_E C'r Is,M i Lr--( Lot Size Sq.feet` Dwelling—No.of Bedrooms Garbage Gri der ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min. required)GO gpd Calculated design flow (�L/7 gpd Design flow provided gpd Plan: Date Q. Z, . 1 noo Number of sheets I Revision Date Title'5i5W4.6.15- ' 5 N 1'"i''D,�;rEIL ILL- (5'V o ld T-5LA►KIP VMPS- - FOL-`Sb y a, M. •A4_LD Description of Soil(s) r7a;�' 5®iL.- L o 6L5 t7-A PLir-t . Soil Evaluator Form No. Name of Soil Evaluator?eTE L '50f wt/144 Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date hwpectto-n-s FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 " •,. �, ,- .. . .....--......•.it -'r. ,,,"C,... .. � ,..y... .. •tSti 'r �� :7. C.,j'"v"�,....,x. _.�`� -•f4r•+•...,-+ "No. THE COMMONWEALTH OF MASSACHUSETTS FEE ��� } w:tie .... BOARD OF HEALTH - OF 5AN IG.li. t ! Ak r)Ljg 4 APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for it Pcrmit to Construct /Repa;ir( )tUfpgradc ( rAhand in( ) Complete Syslcm ❑Individual Components M 1 LLOU Lbh /' xr i Owner Na ZMA yi Pared k' ' Addre.s LOT' �t�-- 508. 99g • 1337. • Lul# ri_t �i "blcphone# Installer's Name %.. • {',. I 'igner: c { �. Address ,l.a�t -,. r� - A es Telephone# r telephone# Yl Type of Building: _6 1 W G Ls:- FJ4 (�1 l_ � L'ot Su'tAq.tsss,feet' Dwelling—No.of Bedrooms 'Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) gpd Calculated design flow (DLO gpd Design flow provided ke"7!rgpd Plan: Date O\ . Number of sheets I Revision Date s' Title L `D 1W P 1a IS.. t M Description of Soil(s) t LA &-t Soil Evaluator Form No. Name of Soil Evaluator IL 6VLLt%* Date of Evaluation �� •��" �� DESCRIPTION OF REPAIRS OR ALTERATIONS "� j The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of j TITLE S and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. 1 � Signed 4 Date ons�Ay,r,,C� � r FORM 'I - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 j .. —.._,:_---- __-----__ ram ---———-. NO. 0677 THE COMMONWEALTH OF MASSACHUSETTS FEE 23a- h If"-116 BOARD OF HEALTH CERTIFICATE OF COMPLIANCE _ y 21/ �� Z-ok Description of Work: ❑ Individual Component(s) ;Complete System 1� ` The undersigned hereby certify-t P at the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: at �. has been installed in accordance with the provisions of 310 R 1 .00 (Title 5) and the approved design Ian &-built plans relating to application No.2aV`6 77 dated .Z11 / 7-�'d . Approved Design Flow �� (gpd) Installer �X Designer: / Inspector Date 70 ! zlow The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. G '� 7 / THE COMMONWEALTH OF MASSACHUSETTS FEE Acm�""�'r� 6p_-r, &A,,66 BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby grant d to Construct ( ✓}Repa� � iir, (/ ) Up rade,( bandon ( ) an individual sewage disposal system at 3 /S �v, 0� as described in the application for Disposal System Construction Permit No. ZTV�'t/0 7 7 dated 1/ 1 _X� Provided: Construction shall be completed within three years of the date of this p a i .All local cbnditi s be met. Date 2 7 � Board of Health lA FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBSB WARRENrm PUBLISHERS- BOSTON Op THE 1p� DATE: r r r ' FEE: + BAMSTABLE, * s 9 MASS. 1639. A`�� '.. REC. BY Town of Barnstable NO\/ 7 2000 1 SCHED. DATE: Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-862�4644 Susan G.Rask,R.S. FAX: 508-790-6304-- ____ D ` Sumner Kaufman,M.S.P.H. �EVI G�Iy Ralph A.Murphy,M.D. LOCATION Property Address: �r Assessor's Map and Parcel Number:lI.p'r4$( Le j'14-9 Size of Lot: A /I C Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: . APPLICANT'S NAME: + y ova i Phone t 1j 1jZ Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAM/E/ CONTACT PERSON Name: Name: t!25 P r,- . Address: 2/z`l �)`s' �o, �— 0-S�T Address: ,Z4( EW t v u;&A Phone: 33 2 Phone:6084 9 7- 9311 `VARIANCE FROM REGULATION(List Reg.) REASON FOR�VARIANCE(May attach if more space needed) 46 - Zrw. Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of engineered plan submitted(e.g. septic system plans) Four(4)copies of floor plan submitted(e.g.house plans or restaurant kitchen plans) . Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap v�Fiance requests only) Variance request application fee c llected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only],outside dining variance renewals(same owner/lessee c, I ,and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request sub/ itted least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,.R.S., Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy,M.D. Q:/WP/VARZREQ TOWN OF BARNSTABLE �- 1? „t +mot .�r; E/., . !�..�" SEWAGE # LOCATION e. VII.LAGE` �'n'' �" "'! '°J- -. ASSESSOR'S MAP &"LOT •�- -t•: - f'� INSTALLER'S NAME&PHONE NO. SEPTIC.TANK CAPACITY LEACHING.FACILrI'Y: (type) (size) NO. OF BEDROOMS �. . BUILDER OR OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet i : 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 Feet within 300 feet of leaching facility) Furnished by, r j V v --7 Town of Barnstable P# Department of Health,Safety,and Environmental Services Public Health Division Date 367 Main Street,Hyannis MA 02601. l � e�rwsrsat� ! MAM Date Scheduled '1 --f 7—o/0� Time I&A d,% Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: `P�TEf SLJGL./YAN Witnessed By: DuAlytP ICI CATIO�F rE 1FRAT�.:WFORMATtON Location Address -3 ejE APL//7` RIVE2 RD Owner's Name DO WAiZ oS[3orAl O s7Erv/L.LEI ^4 Address 126-13rO.4 D sT Assessor's Ma /Parcel: �/// —S Engineer's Name P y 9411L/11,41,ENG/R/GErfwF NEW CONSTRUCTION X REPAIR Telephone N SaS- 412,9_ 33 4 L/ Land Use L1NDE!1,6F_1-vPE0 Slopes(%) : O ` Surface Stones NO Distances from: Open Water Body ` OD/T ft Possible Wet Area _ft Drinking Water Well PCB ft. Drainage Way (J d ft 'Property Line 70 R Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) CA 01 1 ✓�j-��� 09 ,oF, . / 06. V �° " � 9A ( �c�• OPQ 35 ti3 C8 CA M 30 Parent material(geologic)0WAV035f/ PL.g//L Depth to Bedrock Depth to Groundwater: Standing Water in Hole: .s b� Weeping from Pit Face Estimated Seasonal High Groundwater 4 6 :::: ............ Method Used: towN of 6Ar1vst.QCita Groun�Alrs�tom/- G'oNfibWr /'i'� Depth Observed standing in obs.hole: NONt' in. Depth to soil mottles: I�/o�E in. Depth to weeping from side of obs.hole: /?/o/YE in. Groundwater Adjustment N©/Y� ft. .-Index Well N _ •Reading Date: In Well level _.___ Arll.factor Adj.Groundwater Level i :::<.:;:.::PERC( LATItN:T.E.. :.::::::::::::::::::::..::::.:.. ,...,—:.::; -- ......,........_...::»:>;;S G.aLGawS La's.- t/►,4.N /S�'Y/ /it- Observation ` Hole N Time at 9" �d r� Depth of Perc Time at 6" Start Pre-soak Time Time(9"-V) End Pre-soak Vj�'W1 Rate Min./Inch Z M-i v PEr 111C i+ . Site Suitability Assessment: Site Passed y ES Site Failed: Additional Testing Needed(Y/N) Ve Original: Public Health Division Observation Hole Data To Be Completed on Back—� Copy: Applicant DEri UBEI 'VATIOI�TLE LOG <'<:: :: : Y+nle# #) ........ ... .. ... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % r r y P I NB Pt 4-D& , 3 -o 0 OCA/K /4T CIZ . Q ri- I art /•_ 13 RN CaArSE 5 3 dots 0 yEL• rn� Cads E sAryA lO Y R ,5'/G �t yE�• l3rn. 36 h iao" �✓ co4 �sgn�0 Id yn sE•s"��GrAv�L DEEP OBSERVATION HOLE LDG ..�_.. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % r r I r I/V6 A't-" #-s 3 -O rcArk ,47-,r Ir II 0D_N-cOArst- s,91VD 10 y t- 5/3 v 2 -34 r yet' Bryn 0 Yl2 sl �+• �� t3 rev. 4"-)20 o yr . DEED Q$SERVA7'IONOY.E LOC Mole De th from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % .......... DEEP OBSERVATION HOLE LOG Dole# ... > . .::....... ..:.:...:..:.... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes X Within 500 year boundary No X Yes Within 100 year flood boundary No ^ Yes Depth of Naturally Occurring pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? E5_ If not,what is the depth of naturally occurring pervious material? Certification I certify that on kee—I I-. (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature © Date �� 2 \0 1 103' 37' 31'-10' 14'-2' 20' 7 I 16' ' A I 7 3'4 4'8 4'8 3'4 B'1 7'9 '-0 M a-Ina man amn 7 `o 0 •ved• a..�Ilow 00 N0 0 I Cu 0 11' 16'2 918 LIVING DINING PORCH .. We 4'6 218 'S 5'S 2'8 j II 9'10 10'2 c i I I II v fire place Deco beams Z0 2 flues w/crown mld t . I I � , %Li -- --- I ( 2x8 wall I I' % ' :r L, ♦r- ----- -----------------------{ 1' 4 7xx ,_10� ot,w Nro V ; ♦-------------------------------------r I I Plumbing Chace ; , , I I :° ire ih v 2x8 wall Z MASTER BDRM O l` ------ I • t t o� , ° , %o C3 ' t , q tares s. ,, t t 1 i i I >r air ;I i iN • in o • i i I I i am"won No'" 0o 1 b ►- I I HALL 3 lr2'x16' � ;, I o t t ; ° 4 Parl�llan N Cu co MASTER BATH I I I ;; abo�e FAMILY ;M oo c 1! Lj HTray Co" --:%-w+ I t Tray Ceiling �• i Y i �; t t Cu • CD ENTR .� "' WALK IN O I I 10 CLOSET u B H KITCHEN a A - ------------------- t ; 3'2 —— o♦,ON" ;I i 3 1/2 x 9 1/4 c•h u•I 00 TFdrallam above ZD Cu 3 1/2 x 11 1/4 i 3 0 L-----------------------------------k% IU Palrnllnm o ``, o HALL I --- ------- -1 5110 34 1'1J t Mkro Lem ., Fender above 71 'il 7 �-7' 8'll 7'1 90 BATH va 18,11 1311 14' , U HALL o , I .. STUDY HALL r° s- A5 -R- 7 2' Q, a: In QV,, / o. 2 ,119 \ •��, o 4'-9' 4' 6' 4'-9' 3� �o- -� A' 6 g• y, lopi \ 11' 3' L3' 46'-0' ,_0. i \\\ GARAGE / $�6M �r / r " // _31x3'x 3/161 babe steel Column / v Typical for FoOr\ � 2(0 00 op i \ \ \ � O t' ice, � i ,lt.° FIRST FLEIR PLAN 2 SCALE:3/ 16 1 —0 - REVISED 09- 18-00 Proposed R eszderz c e For: John Halloran and Jean Powers Oyster Harbor — Ostervgk, Massachusetts Care Free Homes 239 .Huttlesto? Azert.ue F crirh,cz,z e7-L MA FIRST FLOOR PLAN A- y 46'-0' 2'-0' 42'-0' DORMER r----------- ----------------------- ----- ---------------------------------------------------------- 1 1 � 1 � 14' 517 3' 8'S 1 ' 8'5 3' 37 1 � 1 1 1 1 , 1 I --- --------------------------------------- -•-•---------------- -------------------- ------- --------------------- ----1 1 00 1 , ' 1 —; BATH BEDROOM ' , o ' BEDROOM LO ' �- • 1 , 1 e.r�ur aw Nr :----- ' __--J ------- ---- -----• ------------------------------- ----------------------------------------•--- _--_- .___- ------ _ _ - _ - 1 c� nE iii, Ao 1 1 1 1 VI 1 � 1 1 • i 1 o HALL _ b ' 1 ' I 1N I , ' � v i 1 • • ; N 1 CLOSET OPEN BELOW WALK-IN CLOSET ' i i ------------------Q' -- --------------- z ��- ---------•-------• 7 � ♦ 1 `. OD , / ZD 1-------------------------------- W LW ------------- � i ' ♦♦♦ 'il li ii ' i, ``. i 1 i ♦ --------------------r ----------- i'1 L- -- ------------- ------ ------ --- ----- -- -- --- - - - - ------- - -± -- -- -- -- --- - - ---- -- - , 1 1 , ----------------------------------------------------------------------------------------------- ---- ------------------------------- , ` `\ \ , 1 , , ----- --------------------- ----------- ------------------------- ------ ---------------------------------- ` ` ` 1 , 1 11'-6 1/2' 11'-5 1/2' 11'-5 1/2' L 11'-6 1/2' y-'' 46'-0' ' -- --- 1 , , , I , , 1 1 ♦ / , , , \ ,It % % `% GUEST ROOM o. o ,1% ``\ O�A • ' 7 \ BATH % �\\ ♦fl \ % , \I `, , , ,1% \,, %,, BEDROOM , , SECRND F L 1111 R PLAN ct9s. SCALE:3/ 16 = 1 -0 , A"O , REVISED 09- 18-00 Pro osed Reside p n,ce For. John Halloran and Jean Powers Oyster Harbor - Oster i&, Massachusetts' • Care Free Homes 2 ?9 .11uttIesto7-L Avenue F air h,ct,-u e rz MA SCAL „_1 ,_ • 9-7-00IPRQJ.#: SECOND FLOOR PLAN A-2 103'-0' 37'-0' 31 -10 34'-2' 2'-4' 46'-0' 20'-0' -------- ------------- ----------------------------- 1 ------------- ---------------------------, I 1 r----- I t c • I 1 1 1 CID UNEXCAVATED I 1 I I ao I ( I I Keyway I I I I down 4' I I 1 1 o • o ----- —J L————& 0 I ` If---------------- - ------ I ------------------� I I 100 .� •r I I i iN 0� i�N i i((U io ii`r I I I I p r -1 l0 Keyway 5' I I r _ - -- '�--�- I L--------------- I I down 8' I I I 1 I ;; 1 I I lit -------------------------------- ----- ------------------� I L�!;.J L.�I.�-J L.,I------------------------------- I �0 --------------- - ------ ili �i = I r---------------- -------------- I I I % I x I %D i!i 8'-0' i� 8'-0• ;!; Z ' T I 'I, Alizo jLower top of watt -- 5/8 i t I lot I I o I I 1 I r -1 r- 1 r off -1 r-�i�-1 12'-4' I I I r.. I _ I_ - 3-2X12 - 1 - I _ -I -I-- ---- - --�--- I D 0N I I N I L_ -- �T -I I -�--I I --�- L-- o I I i i l 3-1/2' LALLY COLUMNS <T)p,> �--Ijl---1 L_i_J L i�J L�i,..J I 1 CRAWL SPACE l i t N cull's 1 I o 0 I I I 1 1 F-- c I I ent ICU I I o i •I I ^ i1i I I ICU a I , zo 3 -0 I I 110, s!s !� �D I I � Lower top of watt I` rii~-I 1 48' MA I I r ;�; 1 "1 --I I 19'-6' I I I I L 'I' J ;I; J zo I I I I ! 1 15'-2' ^ 'I; 16'-0' '!� ^ 13'-10' ; 2� ,_ ,_ . �o f� I I I" 6 10 6 10 3 -0 I I I L------------ N 7-0 • I I • ;�; r- , -- I I I I --- _ ---------------o -� I L o I ( I ---- --�-- ===='=_---_ - I L---------- r , r- --= -J I - i - i i �j Z==_===== 1 (u 1 1 (U I I 13-2X10_ " N __ L. I �---------------- �� I r \ \ C -- -------- -- --- --- - ----------- 11 ------------- __J I I L.-r J 6'-21 I I \ \ 2 • I I I o 0 2'6 2 6 \ \ \ o I I I Cl) 2'-0 Steel rod down 20' I I I I 9.46' cant.FOMR I 1 100s I I ent gyp' a'A \ \ a 1 i i \ (\\ 2.0 ,3 Flush Beam 2 2x12--,A��\ 1\ \\\ a^ ✓ .00 1-1 I I 1 I ,- I I I Lo wall 4' \\ N -- \\��`__ 4 Lower watt 10' O p-, q � UNEXCAVATED \ \\ 11'-01 -0; 44L-8' '-0' 46'-0' \ \\ \\ \\ ✓>� ` \ Lower wall 17' \\ \\ \ \V / 5'x 5' x 5/16' TS column \\ \\ \ Tpylcal for four ✓� `\ \ Lower wall 17',,'10. � \. Lower wall 17' \ O- \ Lower wall 17' FOUNDATION S CALE:3/ 16"= 1 ' -0" REVISED 09- 18-00 Proposed Residence For: John Halloran and Jean Powers Oyster Harbor - OstmVle, Massachusetts Care Free Homes 239 Huttlestorn Avenue .F cx-ir h,cvv e rL MA 3 1 "=1 '- ' 9-7-00 FOUNDATION PLAN A-5 5 / 2 x 12 RIDGE BOARD •+ j 5 12 12 . 12 FIBERGLA55 5HINGLE5 / 15# FELT UNDERLAYMENT 5/8" PLYWOOD SHEATHING 6"ALUMINUM DRIP 2 X 10 RAFTERS @ 16" O.C. EDGE FLASHING 2 X G COLLAR TIE5 3"x5" ALCOA ALUM. @ 32" O.C. GUTTER WIG!0 I 1/2" PROPER VENT 1 R-30 INSULATION HANGERS 12 I x8 FASCIA BOARD � — TOP OF PLATE -- Ale- NOTE: - — - -- 1 REFER TO SECTION FOR . / I" COR-A-VENT I/2" G.W.B. W/S.C.P.I x5 SOFFIT BOARD I X3 5TRAPPING @ 121, O.C. FRAME CONSTRUCTION BED MOULDING 2XG CEILING JOISTS @ I G"O.C. 3/4" FRIEZE BOARD R 30 INSULATION 01 2 X 10 RAFTERS � =1N 112" G.W.B. W/5.C.P. 2 X 4 WALL 5TUD5 @ I G" O.C.�- ALUM. FLASHING R-13 INSULATION TYPICAL SAVE DETAIL 2 X 8 LEDGER BOA SCALE: 1 1/2" = P-0" 2 X 8 RAFTER @ I G O.C. 3/4"T+G PLYWOOD 5UBFLOOR 2 X 12 JOISTS @ I G' O.C. 5EE TYPICAL SAVE DETAIL 1/2" GYP. D. WI5..0 P. R-30 INSULATION 5ECOND FLOOR TOP OF PLATE 2 X G CEILING JOIST @ I G O.C. HANGER 2 X 2 X 12 HEADER 2 X G LEDGER G' 1011 T G' 10"Typ. 2 X 2 X 12 HEADER 2 X 2 X 8 HEADER WALL CONSTRUCTION WALL CONSTRUCTION WHITE CEDAR 5HINGLE5 5"T.W. WHITE CEDAR 5HINGLE5 5"T.W. TYPARHOUSE WRAP TYPAR HOU5E WRAP m 1/2" PLYWOOD SHEATHING I/2" PLYWOOD SHEATHING m 2X4 5TUD5 @ 16" O.C. 2X4 5TUD5 @ I G' O.C. � co R-13 INSULATION R-13 INSULATION 1/2" G.W.B. W/S.C.P. i/2" G.W.B. W/S.C.P. —4 X 4 P05T 3/4"T+G PLYWOOD 5UBFLOOP, I X 3 BRIDGING 1 1 7/8'TJI 35 @ I G" O.C. @ 8'-0" O.C. MIN. G" R-19 IN5ULATION 1 3/4'X 1 1 7/8" RIM BOARD FIRST FLOOR (2) 2 X 6 P STONE PAVERS ON 4" CONCRETE SLA UUJIJW UUUJW UVUJW UUUJW VUUJW VUUJW P.T. SILLS OVER SEALER W/51LL m� B STRAPS @ 4-0 O.C. TOP OF MONNO 16 OZ. COPPER FIASHIN FOUNDATION WALL r, (4) 2 X 12 LVL GIRDER W APPROXIMATE — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — GRADE � �i APPROXIMATE� O W co 10" 7'-2" GRADE � � ^ � 10" CONCRETE FOUNDATION 2'-0"X 12" DEEP G'-9" G1-9" 7'-5" 7'-5' 10" W/DAMPROOFING o @� Iy r U CONTINUOUS CONCRETE m � � Y—i � FOOTING MINIMUM!2 X 4 CONTINOU5 KEYWAY ' U) 3 I/2" LAl1Y COLUMNS NDI5TURBED EARTH (TYPICAL) Ow TOP OF FOOTING q © t—� � x 2'-0"X 12" DEEP 2'-G"X 2'-G"X P-0" DEEP CONTINUOUS CONCRETE CONCRETE FOOTING — W FOOTING U • �� ' 12' DEEP ONTUNOUS UNDISTURBED EARTH \CONCRETE FOOTING ,,,�UNDISTURBED EARTH = UNDISTURBED EARTH 30-0" 0 S O � g o U) U � O U FRAMING SECTION SCALE: 1/2" = 1' - 0" _ z ;d NOTES: SOIL EVALUATIONS a LEACHING AREA SHALL BE A MINIMUM OF 10 FROM PROPERTY LINES, 20 FROM TEST PIT #DH-1 TEST PIT #DH-2 0 :.,:•' : # •- _ DESIGN CALCULATIONS ► • _ o. %. • • ' CELLAR WALL, 5 ABOVE WATER TABLE & 150 FROM ALL EXISTING WELLS. 0 17.9 0 11.8 :• _ -`� g ; , a . ' PROPOSED 6 BEDROOM DWELLING WATER SUPPLY: TOWN ORGANIC ORGANIC a�apa; :' .,' • ,- : _ " 3" 17.65 3" 17.55 110 GALLONS PER BEDROOM ALL PIPE BETWEEN DWELLING & LEACHING AREA SHALL HAVE WATER TIGHT JOINTS. zo COVERS (TYP) E ON E ON ALL ELEVATIONS SHOWN REFER TO MEAN SEA LEVEL. SAND SAND THIS SYSTEM IS NOT DESIGNED TO ACCOMODATE A GARBAGE DISPOSAL _.�� . •.v j. , DASHED CONTOUR LINES REFER TO EXISTING ELEVATIONS. M.H. M.H. M.H. c AR�Ei6osE coARSE 5/3 SE DAILY FLOW:(6 BDRM)(110 GAL/BORN)=660 GALLONS/DAY ',wa► .�;�., ,,.,, � o .;, o ,• o ,:: ,;;;,�,, :; ;,:,,��,. SOLID CONTOUR LINES AND ELEVATIONS IN BLOCKS DENOTE PROPOSED 12 16.90 12 16.80 B HORIZON B HORIZON INSTALL A 1,500 GALLON PRECAST CONCRETE SEPTIC TANK FINISHED GRADES. SAND MINUTES SAND DESIGN PERC RATE. 1 INCH IN 2 M "'p,� ' '•�'�` "'•• " �'>r,,�:.�; THIS LOT DOES NOT FALL WITHIN A SPECIAL FLOOD ZONE (ZONE C) 10yr 5/6 10yr 5/6 SOIL TEXTURAL CLASS: SAND = CLASS I AS SHOWN ON THE 'FIRM' MAP, COMMUNITY-PANEL NUMBER 250001 COARSE-LOOSE COARSE-LOOSE ; ; , ;� , y;,, •�o °. �, L ED EFFLUENT LOADING RATE 0.74 GPD/SQ.FT. 0018 D. MAP REVISED:JULY 2 1992. F 36" 14.90 36" 14.80 ` ° 7 :..: REQUIRED LEACHING AREA: F ' `.., ,•y ,i••,1}.• \,,1.::':;'. •.Y• -. �� •` , ..R ::" '•5.:=:•:t•i `r•A .:iti.l:'.a'.i•• TEST PITS SHOWN WERE PERFORMED BY SULLIVAN ENGINEERING, INC. B oM 660 GALLONS DAY DIVIDED BY 0.74 GPD SQ.FT. = 892 SQ.FT. REQUIRED 81u ,.,� THE FIELD WORK NECESSARY TO PREPARE THIS TOPO PLAN WAS PERFORMED .38 FINISH 2O.0'f GRADE C HORIZON C HORIZON ( / ) �:;'; k,rida ,,'. ;a � ����\� f\� INSTALL (7) SEVEN POLYETHYLENE RECHARGER 330 UNITS WITH ,...,"•y BY EARLE 0. JR. REGISTERED PROFESSIONAL LAND SURVEYOR - ��� ,��� �� f�� �� SAND SAND s: .:,,'-::.::"'' PHILLIPS, :,�.: - - a.. �.• . ..;;' �� �� , 60 12.90 WASHED STONE ALL AROUND AS SHOWN. a r, 203 BELLEVILLE ROAD, NEW BEDFORD, MA 02745, tel./fax (508)999-5830. �; TWO RISEO WITHIN COARSE COARSE LEACHING AREA PROVIDED: mP THE TEN FOOT UTILITY EASEMENT SHOWN REFERS TO AN EASEMENT TO i 23 LINEAR FEET NORTHWEST 17.50 6 GAD loose loose _ _ _ _. . .���• ~ ,. ::. . ;.: . ,. R . BOTTOV1: 12 4 52 11 652 SQ.FT. •�. ,::; c• °„' :. '; .. 42 LINEAR FEET (NORTHWEST) 10yr 6/4 1 Oyr / , „ , „ e �`:r:,,..,. ,,: ;; .:;;:,;'„,• ; 4; .a, .,r. NEW ENGLAND TELEPHONE AND TELEGRAPH COMPANY AND COMMONWEALTH SIDE• 130 -6 2 -0 = 261 S .FT. . :.. :..v,.,„ ;: .`, • t' ; ELECTRIC COMPANY DATED JANUARY 18, 1990. 70 OF 4 SCHEDULE .( )( ) Q 40 PVC PIPE THIS LOT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, IS ALL UPLAND AND �Q:. - . _ FLOW LINE _ TOTAL - 913 SQ.FT. LOCUS IS A MATURE FOREST WITH MANY SIZEABLE TREES. :. S=1.0% MIN. TOTAL DAILY FLOW PROVIDED - 675 GALS >>> 660 GALS. SCALE:1 =2 000 16.88 N.W. 16.42 1 120" 7.90 120" 7.80 ' BEING SHOWN AS LOT #235 ON LAND COURT PLAN #15354 132. � _ � �. 17.26 N.E. ,' 14" 16.17 14.94 CONC. D' T. 14.77 DATE OF TESTS: NOVEMBER 17, 1998 ALSO BEING SHOWN AS LOT #14-5 ON TOWN OF BARNSTABLE ASSESSORS / BOX INSPECTOR: JERRY DUNNING PLAT #51. : ' . 10' (MIN.) " 48" SOIL EVALUATOR: PETER SULLIVAN, P.E. / CELLAR 4 SANITARY TEES : "TUF-TITE GAS BAFFLE DEFLECTOR " / FLOOR TOP OF DEFLECTOR TO BE1/2" BELOW TEE PERC RATE:1 IN 2 MINUTE / WATER TABLE NOT ENCOUNTERED NOTE:IT IS THE INSTALLERS RESPONSIBILITY TO USE AN AGGREGATE OF DOUBLE NOTE:THE FINISH CONTOURS, PROPOSED EDGE OF LAWN, DRIVEWAY / EL. 4.05 12.17 WASHED STONE FREE OF IRON, FINES AND DUST IN PLACE. IF THE INSTALLER HAS LAYOUT SIDEWALKS PATIO, AND LANDSCAPING WERE TAKEN FROM / >' ,�' ` '` '` ' 6"CRUSHED STONE ANY QUESTION CONCERNING THE QUALITY OF STONE HE HAS PURCHASED, HE A PLAN' ENTITLED:"COY'S BROOK INC., PRELIMINARY LANDSCAPE PLAN BOXY i / i PROPOSED SHOULD CONTACT THE DESIGN ENGINEER OR THE BOARD OF HEALTH PRIOR TO •. / CONC. SEPTIC TANK NOTE:IF ANY SYSTEM COMPONENT IS JOHN & JEAN HALLORAN RESIDENCE, SCALE: 1 =10 , DATED 10-6-00 / 1 500 GAL. PRECAST SUBJECT TO VEHICULAR TRAFFIC, IT THE INSTALLATION OF THE PRODUCT. DRAWN BY G.S.M." urm=s / J & R PRECAST, INC. OR EQUAL) MUST BE DESIGNED FOR H-20 LOADING. �,� / (NOT TO SCALE) BOX C.B./D.A LECTRIC MANHOI . / l / CTRIC 1 0 MANHOLE 21 EXISTING WOODED ' '-0" '-10" '-3" '-3" '-3" '-3" '-3" '-10" '-0" AREA 1 N / 1 194 89 I 4'-0" � ED EDCE OF I END OF PIPE CAPP D 12'-4" 4'-4" E UNIT I UNIT I UNIT I UNIT I UNIT I UNIT R UNIT : / I LAWN C.B./D.H. (FND.) " • ,. � I 4 -0 1 / / D 22 1 / / .00 / 1.13 A RE St 2 EXISTING / WOODED AREA C FND. TOP VIEW OF LEACHING TRENCH PROPOSE (NOT TO SCALE) / � PORCH D • �.' . / DH_z 6 B PROPOSED ROO C4l� SPACE 11 PIT pm, ST �!ELLIVG CELL4i TOP F D•''ZR3a2'69 LAWNFINISH 18.0f GRADE / � • 12 5' 14.05t � Tf�''TITy`Tf fJ 11•f'1 1= - _ =1 - =1 11=1 I =1 =1 11= 11= 1=1 1=1 1=1 11=1 11=1 11= 1= 11=1 11=1 1=1 11=1 11=1 11=1 11= 11=1 11=1 11= I = 1=1 I =1 =1 1=1 11=1 11=1 11=1 1= 1=1 -I - I 1=1 I - =1 11=1 = PLAN VIEW Q 4" PERFORATED PIPE " " 14.50 SCALE. 1 -20 / w LA " 14.72 THRU ALL UNITS 1/8 - 1/2 DOUBLE WASHED STONE q l.s S=.005 FT. FT. 15.04 TLA I 4 b j �` • . LAWN 21 .,tit :•,; <'M:.I,ti / PVC 4-;:'•�; : :;�,,::'�', O o 0 0 0 0 0 o a 0 0 0 0 o O o 0 0 0 0 0 a 0 0 0 0 0 o D O O O O C O D O C O O D D • 0 0 0 0 0 0 0 0 0 0 0 0 •• -•;. ; •;. .:. `• 0 0 0 0 0 . 0 0 0 0 0 0 0 0 0 0 R. 0 0 N. 0 N. N. R. 0 0 0 o O D 0 0 0 0 0 H. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t,w 1,,,:•,.. .�L,-•:• y . •/ / � �„ Cb �.I ,.,��.�•: Y 0 O O C G O G G 0 D G G C C G G 0 0 G O G D U 0 G G O O G ) C O C O 0 0 C G C D D O 0 O C O C G O 0 C 0 C C 0 G :•{':•`': �•••'•-1i•: / V\ D ;; ' o 12.50 BOTTOM LAID LEVEL » PROPOSED 3/4 - 1 1/2 � I SEPTIC TANK • , D, . . " Q DOUBLE WASHED STONE . / N o PROFILE OF RECHARGER 330 UNITS (H20 PRODUCT) DISTRIBUTOR: EASTON WINWATER WORKS CO., INC. .,; (OR EQUAL) 25 z, D o G, (NOT TO SCALE) / ..• / 7 / .• • , cp z, :�.� .. •..b • �, o PROPOSED D STONE . . 18 / 100% LEACHING TRENCH DRIVE. �' • 2.7' r / E EXPANSION AREA17 ` '/ \\ ` • - C.B./D�. FND 17 . ' • � `' EXISTING ..: ,' .. '. •• . .•. •22 WOODED p. .' 54.0't LAWN AREA a PROPOSED \ • RATER SERVICE I / p EXISTING\ \ 19 - - - - - WOODED 1 /$» _ 1 /299 NO S - - \ - \ _\ WASHED STONE 2" (MIN.) SEWAGE DISPOSAL PLAN OF LAND WIDE ) L=2 8- 0' � C.B./D.H � '� - IN \ oo, D.H. R=9 .. 0'• 3/4"-11 2" 3/4"-11/2" �30 1 2" BARNSTABLE , MA. U.P.#27 OVERHEAD LAWN \ � WASHED z WASHED T/ VILLAGE OF ELECTRIC 19 _ _ - ' - __---_--- -- . ° - -- - - _ __ _ IYIREs f \ \ 1 STONE STONE 10 O _�- - _ - - - O STERVILLE U.P.#26 / \ _ -� -_ - - : - - �'� �'-: - -- - - - - _ - - - 4'-0" /'-4" 4'-0" AT I� RIVE `-� _ _ - - E'APV :. \ ..�����. OSTERVILLE GRAND ISLAND SIG _ (40 WIDE:LAYOUT) - - - \ U.P. 29 - o M S'4 p )"r • • y - - �$ \. 12' 4" ����P`�" F S��yv PRPEARED FOR OF pMg� ALAN �-- - - - _ = EWNG G � JOHN A. & JEAN M. HALLORAN 17 - 'GEC �. _ 1-7 / ` - 20 TYPICAL X-SECTION OF LEACHING TRENCH A 9 N�' �o Q NOVEMBER 2, 2000 SCALE:AS NOTED ALAN E�VING ENGINEERING INC. �� f ���' (NOT TO SCALE) , O�FSS�ryA G�� • 261 NEW BOSTON ROAD . . IIENCHMARK=22.52 M.S.L. FAIRHAVEN MA. 02719-5301 TOP SPINDLE OF HYDRANT tel. (508) 997-9311 NOTE: DIRECTIONS: ZONE: w �, r� From Hyannis — Follow Main Street to the West RF-1 Tams �18 C:, 1) The property line information shown was End Rotaryand take third exit onto Scudder Area (min.) 43,560 SF � Pc � compiled from available record information. Pt � Ave. Turn right onto Smith St. at the stop Frontage (min) 20 �! _. ,�• ", r 2 The topographic information was obtained from J sign. Continue on to Croigville Beach Road and Width min 125 an on the ground survey performed on left onto South Main Street. Continue over theSetbacks:(min) 01pf V '2• o ° "' ; 08-07-2020 b Sullivan Engineering using RTK GPS y g , g g bridge to Ostervilie onto Main turn Left at West Front 30' I -•o o ° - .Q 3) The datum used is NAVD 88, a fixed mean Bay Rd. follow and turn left on to Bridge St. `� �al ° �,�"� sea level datum. continue to Gate at Oyster Harbors stay Side 15 , ,U C5 .11 � � 4) Hardscope and other details in front yard are straight on Oyster Woy and take a left at fork Rear 15 1� S � .'ii � not shown. onto Seopuit River Rd. #315 is on the left. LO l� REFERENCES: Deed C208529 �'�Plan LCP 15354-132 ' _ er e s $d Dead ors o Beach ° . t . ar FLOOD ZONE: Zone — X (Min Flood Hazard) LOCATION MAP: Community Panel No. #250001 C0756 J 1"=2,000±' Bench Mark Top July 16, 2014 ASSESSORS REF.: — CB/DH Conc. Bound. El. = Map 51, Parcel 14-5 f 22.15' NAVD 88 N/F Michael P. Heo/y OVERLAY DISTRICT: AP — Aquifer Protection District ! 18700, � N , 16 W f i I / CB/DH -- fnd I /'ROPOSEO FENCE (/- ) Lawn / f PROP Propane 18.5' FIRE-P/;- Tank O. . Sill D. = 20.5' o 0 Sill El. 22.7' ���• Sill El. R. o ^a #315 Existing 1.5 Sty. `' a^00 w/f Dwelling a Ai O P OOPOSEO o PA 17 0 E4. 20.73 / 27 2 /A RT `0 PROP se lg 86 I p TOFF gBgN 29 ` 0 N O EL 20 e M/N \ a) - 1AIvcc L 235 r� L3 PROP E� 1, ,, of 91 49,047 sf L r 49.9' \ / a� PRO o / ?OOL FENCSEO Approximate Area of Existing Septic From Town B.O.H. As Built Card 09 NOTE: ALL ELEVATIONS SHOWN ON PLAN TO BE a O CONFIRMED BY CONTRACTOR V LEG \I CB/DH fin d 0 CDT Cedar Tree HT Holly Tree SStS. � DT Deciduous Tree OS•2�• 00 • >>6 63' E p� CT Coniferous Tree /� �p Q� Utility Pole �� —E— Electric �s o �. —G— Gas L� Wetland Flag yt0. CB DH Light Post 9 fnd El CB/DH OHW— Overhead Wires 25 Elevation Contour REV.: Add Septic Line 1%6/2020 T1TLE.• PREPARED FOR: PREPARED BY.- C/, Site Plan Proposed Improvements Michael F. & Maryellen F. Collins Enginocring & r1l C/0 Bayside Building, Inc. At , consulting, Inc. 315 Sea Ult River RoadCenterville, 3 Bayberry Square p Cen terVill e MA 02632 (508)428-33a4 • P.O. Box 659 . 711 Main Street, Osterville, MA 02655 Barnstable (Oyster Harbors) Mass. seci@sullivanengin.com H►ww►sullivanengin.com 20 0 10 20 40 60 Draft: ASL/CTR Fld: CTR DATE: SCALE: 6mi sm r4 Review: CTR Review: JOD September 28, 2020 1' = 20' Proj. # 1998101 Proj. Bayside/Collins r ; W1 i:�.. ate Enwi►om i Cta i �[ S Liii_ t n j an a cVS e t.:.•7 ,,- �•�t s�:i3t! n'Jt ue iRc �t: 5�'1�tO,Wi'1 !. 4icl:i•.�- �tii c,tiTa. . r .i: .ro t. the as y �... a �, ,; -a OD Jr r -s u�G' ' l�.TC.76r- ��+`aKs•/ j�:�Jki � r�LfC.- � L.�-,+ /Ir4•• tlE:.a V-.• f...=!�•1V ----G�� s'.t.r to tnsraE a. •-+ - �:i ti il.ca K.:'..i�! ? � 1 Y =. f' / l.. v /F7 1lr ' ta.; __ - ` _ eXiSt'ing Serif-,CUi:lElt`,,r 9 � 't+ °r t irx tr�Jlatior i Y i t �� 4' <t Z ,�'ruVl?)'sewer;iipir? ;'.;tC: Jt?Gi if!:''': •,:t t�dt}le /-at u "' ft(Sf �. feet ol}, f'.l l' 1 i _1 distribution box sh: ii 1J� i�'p! 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