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HomeMy WebLinkAbout0308 STARBOARD LANE - Health 308 STARBOARD,LANE;.OSTERVILLE A=t166'050 9 ' f .TOWN OF BARNS'TABLE LQUATION lag SEWAGE# d d J1- [7 t30 i VILLAGE : ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO SEPTIC TANK CAPACITY LEACHING FACILITY: (type) / (size) NO.OF BEDROOMS f `- OWNER PERMIT DATE: ' COMPLIANCE DATE: 7/3 eA 2 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 M 4441 a L I L:F r No. O IIIJJJ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_ �/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppritatiou for Misposal *pstrm Coustrurtion 3pPrmit Application for a Permit to Construct(/Repair( ) Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. W SF ac'6okrL � Owner's Name,Address,and Tel.No. �14 c�:c. °�-*^ 51 ei �rc� �e�� Q� fion 0 5 G= 2-1 1`o Assessor's Map/Parcel 1�6 of 00 Installer's Name,Address,and Tel.No. � �;�g��e f Designer's Name,Address,and Tel.No. �•`Jd-� �ynbeclN3S,� �ti� (��.�F�r ��6.L� I A• .t- �. r 34) 4" -421 L Type of Building: A l Dwelling No.of Bedrooms 1" 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) !;a5,rPA1\. 5OR c,VV�Z— C—c-o"1 Tcnl 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 P d of i ed 410 Date O� Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued I--m------- --- 1- -- --__ / fNo. CFO Fee /00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS , Yes 01pplitation for ]Dispo841 *pstrm ConstrUttioll 3permit Application for a Permit to Construct(✓Repair( ) Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. 3Og Si--ar6c,4,i L.n Owner's Name,Address,and Tel.No. Assessor's Map/Parcel \b(° oC 6,o 1 Installer's Name,Address and Tel.No. I Designer's Name Address and Tel.No. n. •� �r 7 L Type of Building: ;Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) t 4 Other Type of Building No.of Persons ' Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) uy /I gpd Design flow provided N gpd Plan Date Number of sheets Revision Date a Title ! Size of Septic Tank Type of S.A.S. Description of Soil } Nature of Repairs or Alterations(Answer when applicable) 1Sctn .SPQ,' ),)A� C� c'o#% I-ON t - Date last inspected: Agreement: The undersigne�,-•.-.�.d agrees to ensure the construction and maintenance ofthe 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 Bo f e y LS'gn�d 410 4 Date OA 7 Application Approved by / r/J '--/Date , Application Disapproved by V Date l for the following reasons Permit No. Date Issued ----------------I----------------------- --- -------,----- -\-- x THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS tlCertificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) ( Upgraded( Abandoned( )by e at 34 16 of, rA A..n 0 f5jj_r v:,�.� has been cons ted' cMr ,0 with the prov ions of Title 5 and the for Disposal System Construction Permit No. a / ,Installer 1tJ ! Designer #bedrooms �+y Approved design flow gpd The issuance of this jermit shall not be construed as a guarantee that the system will, tion ��sigied.f / C Date 30T -7 Inspector -----No.----- -- -------------------------- ------------------------------------------------------------------- /a ���6 Fee / / ✓� THE COMMONWEALTH OF MASSACHUSETTS t/ PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pBtPIYC Collstruttion VPrmit Permission is hereby granted to Construct( ) ep it AM 7-J) ( ) bandonSystem located at / ( � 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:Constructio Vbe mp a ithin three years of the date of this permit. 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Pooicode fenceGo Map: 166 Lot 50 Garage -- ------- .... E + o I ................................ Prop ' ed Poo/ \3 .0 ... ......... '20",11 40' Al V, ---------- + V .......... -Ij + rr ..... ...... k eptic Fipjd- ................. + Dartmouth Pools & Spas Designed by: Norton 880 Mt. Pleasant Street Designed for: r r Norry Alves 308 Starboard Lane Ost vil New Bedford MA 02745 Osterville .......... p IpyRd Writ quite. G ...... 10st rvillel A 0,265 (508)420- 94 W-8)420-3995 fax� clopesurvOcopecbd.net —4 0/1 k— Z C5-713 1 1 w20 lg/,gcT/16 \�k e/c h 'Of Proposed Pool 45 — ..... . ...... 0,5 10 15 20 JO 40 FEET ------ ....... ................ 18.0 3T.0' Prop Pool 40' A .................... \0 kj" ............ .... .. ...... .. ....... ... ... "N -A ........... LO . ..... ........ .......................................... \. ............ ........ f. .......... .................... .......... . ......... ............. ................... N/F 114.75 i A/lon & Karen 149.65' /( Keirsteod Proposed 0� _ 08"E �� O� O 259.g3' Enclosure Fence rL� �` N7372'56'E 60'2$ 5 �kh N78'12 59'E k� Existing Town i rL - W/F Garage — — Coastal Bank FEMA Flood Q a� Proposed - - - - - - - - - - - - - D� p r—•—•—•—•—•1 r Zone Line CO Pool Cabana V. I Few,M I I Sewer Line \�S=2.757-+Re (Seasonal) oo • Provide Cleonouts f NO 1 trict/on L� �• he 30' \ 1 p °i #3D8 1 1 p s ,.: w..........-- 1 sty w f 1 0\ . d - / y / f I Lot Area :�'` 1`•... Dwelling i o , Cr `V 120,870f SF to ML W W.. �. ...._..........................--........._..__ �► ————— i \ L Existing Drive b ._..................... .: 1 \ —�� Invert Out .:.: Sleeve As Required 496 16' Invert In `�`� 1 1 ASSESSORS REF.. °hn &aoo 206.46' Plan Of Proposed Pool Cabana Map 166, Parcel 50-1 cumin S65'47'20"w At 308 Starboard Lane BARNSTABLE OVERLAY DISTRICT: AP — Aquifer Protection District I certify that the structures (Osterville) shown .hereon conform to the setback requirements of NOTES: MASS. ZONE: the Zoning Bylaws of the town of Barnstable. 1:) The structures shown were located on the ground DATE: 141MAR117 SCALE:1�=60r RF-1 by conventional survey methodArV:--(WLqjt#jeHkjlH O 15 30 45 60 90 120 FEET Area (min.) 87,120 SF (RPOD) 24/SEP/14 & 13/OCT/16. Fronta e (min) 20' Width min) 125' `NOF WAS S 2.) The property line information shown hereon was PREPARED FOR: Setbacks: �� ,CyG compiled'.from available record information. Janice Norton Front 30' aos'� '• -; Side 15' ' Ian is not for recording and is not to be 308 Starboard Lane Rear 15' � RICHARD R- 3.) This„P, g Osterville MA 02655 L'NEUREUX used for. construction layout or deed description p NO. 34312 a� purposes:: PREPARED BY: FLOOD ZONE: o sv4 CapeSury X & AE(e113) / 23 West Bay Rd, Suite G Based on Map # 25001CO563J Osterville MA 02655 July 16, 2014 (508) 420-3994 / 420-3995fox DWG #:C573_1g1 cppI FIELD BY: WHK/KAR Commonwealth of Massachusetts Title 5 Official Inspection Form A Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,•�'" 308 Starboard Lane Property Address Martin Halper Owner Owner's Name information is Osterville Ma. 02655 04/10/2014 required for every , page. Cityrrown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information on the computer, use only the tab 1. Inspector: key to move your cursor-do not Michael T Bisienere use the return Name of Inspector key. Cape Septic Inspections • Company Name 624 Old Barnstable Road Company Address u�I Mashpee Ma. 02649 Cltyrrown State, Zip Code 508-280-3356 S13938 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 16.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails _ ❑ Needs Further Evaluation by the Local Approving Authority C ' • 04/11/2014 Inspector's 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•3/13 Title 5 Official Inspection F u surface Sewage Disposal S tem•Page 1 of 17 Commonwealth of Massachusetts 4 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 308 Starboard Lane Property Address Martin Halper Owner Owner's Name information is required for every Osterville Ma. 02655 04/10/2014 page. City/Town 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: 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-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts Title 5 OfficialInspection Form a Subsurface Sewage Disposal System Form -Not for.Voluntary Assessments 308 Starboard Lane Property Address Martin Halper Owner Owner's Name information is Osterville Ma. 02655 04/10/2014 required for every page. Cityrrown 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 (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y' ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N . ❑ 'ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is'Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•3/13 Title 5 Official Inspection Form:.Subsurface Sewage Disposal System-Page 3 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 308 Starboard Lane Property Address Martin Halper Owner Owner's Name information is Osterville Ma. 02655 04/10/2014 required for every _ - _ __- _ - -- — -- page. Citylfown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: ** This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No" to each of the following for all inspections: Yes No ❑ ® 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 cesspool is less than 6" below invert or available volume is less than '/2 day flow t5ins•3/13 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 4 of 17 N Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 308 Starboard Lane Property Address Martin Halper - Owner - - Owner's Name information is Osterville Ma. 02655 04/10/2014 required for every -- - - - - - - - - page. City/Town 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 ❑ ❑ 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. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 308 Starboard Lane Property Address Martin Halper Owner Owner's Name information is Osterville Ma. 02655 04/10/2014 required for every - ---- ----- - --- -- - page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® 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? ® ❑ 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): 4 - Number of bedrooms (actual): 4 - DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): >440- 5irs•3/13 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 'r 308 Starboard Lane Property Address Martin Halper Owner Owner's Name information is required for every Osterville Ma. 02655 04/10/2014 page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 2 — Does residence have a garbage grinder? ® Yes ❑ No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)): Detail: 2013 372,000 gallons used 2012 178,000 gallons used Sump pump? ❑ Yes ® No Last date of occupancy: occupied Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow (based on 310 CMR 15. Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 308 Starboard Lane Property Address Martin Halper Owner Owner's Name information is required for every Osterville Ma. 02655 04/10/2014 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): 9 General Information Pumping Records: Source of information: . 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. ❑ r 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): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 308 Starboard Lane Property Address Martin Halper Owner Owner's Name information is required for every Osterville Ma. 02655 04/10/2014 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: 12/17/1999 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): 261f Depth below grade: feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet I Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 2411 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: Standard 1500 Gallon Septic Tank Sludge depth: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts w . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 308 Starboard Lane Property Address Martin Halper Owner Owner's Name information is required for every Osterville Ma. 02655 04/10/2014 page. City/Town State Zip Code - Date of Inspection D. System Information (cont.) Septic Tank (cont.)< Distance from top of sludge to bottom of outlet teeor baffle 39" 4 Scum thickness Distance from top of scum*to top of outlet tee or baffle 4" Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined?' field instruments Comments (on pumping recommendations, inlet and,outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): The septic is due for cleaning 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-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System--Page 10 of 17 Commonwealth of Massachusetts _ . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 308 Starboard Lane Property Address Martin Halper Owner Owner's Name information is Osterville Ma. 02655 04/10/2014 required for every ' page. Cityrrown State Zip Code Date of Inspection D. System Information (corit.) 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: ( Y Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑other(explain): Dimensions: ;Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): " Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts.. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 308 Starboard Lane Property Address Martin Halper Owner Owner's Name information is required for every Osterville Ma. 02655 04/10/2014 page. Cityrrown 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 01. Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Pump Chamber(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: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection. Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 308 Starboard Lane Property Address Martin Halper Owner Owner's Name information is required for every Osterville • Ma. 02655 04/10/2014. page. City/Town State Zip Code Date of Inspection D. System. Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: apx. 20 x 30 ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): - 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 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form s Subsurface Sewage Disposal System Form Not for Voluntary Assessments 308 Starboard Lane' Property Address Martin Halper Owner Owners Name information is required for every Osterville Ma. 02655 04/10/2014 page. Cityrrown 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): r Materials of construction: Dimensions t Depth of solids . Comments (note condition of soil; signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 308 Starboard Lane Property Address Martin Halper Owner Owners Name information is required for every Osterville Ma. 02655 04/10/2014 page. Cityrrown 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 9 = j3G C31 t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form s Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,•'' 308 Starboard Lane Property Address Martin Halper Owner Owners Name information is every Osteryille required for eve � Ma. 02655 04/10/2014 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water E, Check cellar W L ® Shallow wells Estimated depth to high groundwater 12 plus feet 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: 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: I augared a hole at a lower elevation and shot it with a transit. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 ' Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 308 Starboard Lane Property Address Martin Halper Owner Owner's Name information is required for every Osterville Ma. 02655 04/10/2014 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist Inspection Summary: A, B, C, D, or E checked Z 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 _ y t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 TOWN'OF BARNSTABLE U CATION 36 S forSaAft L,A-m v. SEWAGE # VILLAGE 0 S f t r ki l I ASSESSOR'S MAP& LOT, INSTALLER'S NAME&PHONE NO. 6 44fL to 7—AWh tZ4F.9, SEPTIC TANK CAPACITY /Sion' LEACHING FACILITY: (type) P i A r— aS a S ke w* (size) d X 1,0 NO.OF BEDROOMS �y BUILDER OR OWNER�w / 1610 t o `t 14a r. FERMITDATE: l�f )0-4 COMPLIANCE DATE: 1 117141q. 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 f g ty chin faci ':. ) Feet Furnished by pip 4 � 7 No.� (/� ..; . FEE Board of Health, 1� i'� MA. APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair( ) Upgrade(i-<Abandon( ) - L'Complete System ❑Individual Components Location 308 Owner's Name 4i00 f6,J HA`Q7W WA Ei Map/Parcel# 1696 ��, ��'®�., Address_gQ Lot# { Telephone# Sz - 4?—o i5�o , Installer's Name Designer's Name... Address Address 1� � Telephone# Telephone# 8/•- 65 y-7V Type of Building -Ri 6i DC/V`T"1 AL Lot Size M IR_ f 0 4- sq.ft. Dwelling-No.of Bedrooms 4 Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required) L&5 gpd Calculated design flow 44 Design flow provided A4 gpd Plan: Date 1 12 i JIS Number of sheets Revision Date Title C �-Do S;,,o A.Z -S' �7EM , 3IZ&AZ% Description of Soil(s) SEA ` L&AJ -6&IJ O Soil Evaluator Form No. Name of Soil Evaluator D6tJaV&rJ Date of Evaluation A O/Z 0 J'?C31, 444 -`"OF DESCRIPTION OF REPAIRS OR ALTERATIONS ` DAMES W.DuMt m CIVIL �+ The undersigned agrees to' tall thZ described Individual Sewage Disposal System in accordance with th 5 and further agrees to no to a the operation until a Certificate o`f Compliance has been issued by the BoSigned Date !� & Inspections -No, S(C! w.v..- 4 ",_.- _ .., . ...- FEE �. nu/� ��y/(���f '/AII'If IJ�I{fy� {/A{`�`/\\mil`/`\�\,(/-A�`� � IT\�`\1\ r�II'�,� `/`\�\, d l O MO �.Ii- ft 0JL iM 111-/'fJ'1 C14 F ET-TIJ' A Board of Health, '6bi1�'S BFL.E MA. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair( ) Upgrade(Vf"Abandon( ) - W Complete System ❑Individual Components Location S018 6M Z3 a Ago z. Owner. me At r4C 12tatj a AVt IJ 17184.PitZ 'Map/Parcel#* #50..1 Address JQ o�qaapAepLdlV+r Lot# Telephone# - 4ZO 1 gso Installer's Name Designer's Name t�C 3.. Address 67 Address Z 1 �j01J Sr t�,Jd�WC,1 P, H o Telephone# Telephone# 81- (-59-7AF Type of Building �F'g/??EN`T"l h1 L► Lot Size sq.ft. P Dwelling-No. of Bedrooms 4 Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow(min.required) t 1 y gpd Calculated design flow Design flow pro�rided 244�4 gpd Plan: Date 0 i 1�1 Z 198 Number of sheets ( Revision Date Title t5 _iS pASAA_ -S g7LrW UNR&oZ Description of Soil(s) J E PL,& J 0 Soil Evaluator Form No. Name of Soil Evaluator V600V6614 Date of Evaluation i®/Z o!?& DESCRIPTION OF REPAIRS OR ALTERATIONS H Of A448 BIRD No.39418 The undersigned agrees to' all the abo a described Individual Sewage Disposal System in accordance with the pr � � d r further agrees to nW�toc'e the s t in operation until a Certificate of Compliance has been issued by the Board Signed Date — l-�9 ` . %III lye Inspections F y No. 7, b COMMONWEALTH OF MASSA1.HUSETTS FEE a " Board of Health, ffa,*- 1S MA. CERTIFICATE OF COMPLIANCE , Description of Work: ' ❑Individual Component(s) ❑Complete System The undersigned hereby c rtify that the Se e Disposal System; Constructed ( ),Repaired ( ),Upgraded K,Abandoned ( ) by. , at has been installed in accordance with the prot'sion of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. 75�t� dated / //?171 . Approved Design Flow (gpd) Installer Designer: Inspector: / : The issuance of this permit shall not be construed as a guarantee that the syst m function as designed. No. FEE too Board of Health, MA. DISPOSAL, SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct( ) Repair( ) Upgrade( ') Abandon( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit No.9� - 7 ilr'G , dated I(to Provided: Construction shall be completed within three years of the date of this permit: All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date Board of Health f ' TOWN OF BARNSTABLE LOCATION _6_1 L A-A SEWAGE # S'G t VILLAGE -S ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) -- P i o r to (size) " •Y t.u, NO.OF BEDROOMS y BUILDER OR OWNER i ff PERMTT DATE: 1 J f 1 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 fe f Ching fact' 'y) Feet Furnished b � y F 1 i zof� o Fogy% l � � a 1 I I DATE'--b4&4q­5---- PROPERTY ADDRESS. 308 Starboard Lane_____ Osterville,Mass __ n------------------------ ----------------- On the above date, I inspected the septic system at the above address. ] This system consists of the following: A. 2-6x--8—b1ock cesspools rear of House i B. 1 -6x8. block cesspool leftside of house. I ! Based on my Inspection, I certify the following conditions: 1....'Tns is not a title five septic system. 2 . Sanitary tee should be replaced. Remove cast iron one-Does not work 3 .. 4-regular cesspool cover replaced on #2 cesspool #2 system. . I I • i SIGNATURE: i Name �______ - J P.Macomer & Son INc. Company: b ------------------- 4. Address:_ Box 66__ _ i CentervilleLM02632 a, 95, assL 508-775-3338 Phone. --- ' � THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY VON.& — Ci SE . MACOMBER & SON, INC. nks-Cesspools-LeachfleldsPumped & Installedown Sewer Connectlons 6 Centerville, MA 02632-0066 �. 775.3338 775-6412 r r , 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM '' Address of property � Owner ' s name clCrjK 6iL� P4LD Date of Inspection PART A ; CHECKLIST Check if the: ;following have been done: i � Pum 1n } P g . information was requested of the owner, Health. Occupant, and Board of None of, the system components have been � and the system has n Pumped for at least' two p Large volumes nofe water nhave not been introduced into t Weeks eriod, g du system recently or as part of this inspection, introduced into the As built plans have been obtained and examined. available with N/A. Note if they are not � The facility dwelliing was inspected for signs of sewage back-u y The site was inspected for signs of breakout. p. y , All system components, excluding the SAS, have been site. i located on the l/ The septic tank manholes were uncovered, opened the septic tank was inspected for condition of baffles or tee and the interior pf material of construction, dimensions, depth of liquid;sludge, p s, g , _ de depth of scum. quid es, The size and location of the SAS on the site has been dete based on existing information or approximated by non-intrusive met rmined The facility owner hods. Provided with informationconptheSproper, iflfferent maintenance maintenan owner of SSDS,Were o i= G Ss.- ,rvl 4 r E 8 f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B . . . SYSTEM INFORMATION FLOW CONDITIONS t If residential � t number' of bedrooms number of. current .re'sidents garbage grinder, yes or no- laundry connected. to system, yes or no seasonal use, yes or no If nonresidential, calculated flow: a Water .'me ter': readings, . if-available.' n I TL A 65 ©tL C—xC pT- 12`31 9 3 1POEr-fo Last date. of. occupancy . LAG GENERAL. INFORMATION Pumping records and source of information: O r2cGo2� _ i9r2C C y��•fr C= _ tau wt PpUT 1`G: C(,P_Q v 03 4Syste-m pumped as part of inspection, yes or no if yes, volume pumped Reason for. pumping: Type of sy. stem ' Sept tank/distribution box/soil absorption s st `m�_ sin le cesspool Overflow, cesspool .,; Privy: Shared system (yes or no) � records, if any) ) (if yes, attach previous inspection Other (explain) , Approximate age of all components. Date installed, if known. Source og information: Sewage odors detected when arriving at the site, es or Y no • 9 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued .�,SEPTIC TANK: `a 4ok.� _ (locate on site plan) depth below .grade: material of construction: concrete metal FRP -other(explain) dimensions- sludge .depth distance from top of,, sludge to bottom of outlet tee or baffle scum thickness distance from top of scum to top of outlet tee or baffle distance from bottom of scum to bottom of outlet tee or baffle. Comments : (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in Yelation to outlet invert, structural integrity, evidence of leakage, recommendations for repairs, etc. ) • l DISTRIBUTION ..BOX:.. ►-�A C (locate on site. plan) depth of liquid level above outlet invert Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, recommendation for repairs, etc. ) PUMP 'CHAMBER: �'� (locate on site plan) pumps in working order, yes or no Comments: (note condition of pump chamber, condition of pumps and appurtenances, recommendations for maintenance or repairs,etc. ) 10 p s SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued 1 SOIL -ABSORPTION SYSTEM (SAS) : (locate on site plan, if possible; excavation not re approximated by non-intrusive methods) gaited, but may be If- not determined to be present, explain: Type : leaching pits and number leaching chambers and number leaching galleries and number leaching trenches, number, ' length leaching fields, number, dimensions overflow cesspool,o • p ol, number �E �. s�E�l�k• Comments: a (note condition of soil, signs of hydraulic failure, level of pondirig, • co dition of vegeta ion, recommendations for maintenance or repairs,etc. ) CESSPOOLS . (locate on site plan) : 4YSTC—+-n ► STzrv,,%2 number and configuration Z depth-top of liquid to inlet invert � depth of solids layer `^ depth of scum layer dimensions of .cesspool 2O N materials of construction K K 'B indication of groundwater �c►c inflow (4esspool must be 'pumped as KJc part`:ofiinspection) , Comments: (note condition of soil, signs of hydraulic failure, level 'of condition of ve C etation, recoimendations for maintenance or repairs,letc. ) _ 2 'Vr l e�s,ti',� ' i LLE0 V,u e00-15 e E-?u4cE 1V Ec N � C6 L. �- t PRIVY:' € (locate on site plan) fro Qu C l materials of: construction I! dimensions =' depth of solids ` Comments; (note condition -of soil, signs of hydraulic failure, - level of. ponding, on condition of vegetati , recommendations for maintenance or repairs,etc. `-� ,- 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM/i .. PART B SYSTEM INFORMATION continued SKETCIj. OF.:.SEWAGE DISPOSAL; SYSTEM: . include ties. to at least two permanent references landmarks or benchmarks locate all wells within 100' t3V wC �YST�vvt 2 o.s.'LAati%n o, 3 08 S C E ATTACK E�D -FOa E1s5 to V S DEPTH TO. .GROUNDWATER 2�1- 2 depth to groundwater method of determination or. p roximation: CtS -CQuAD • �l3 ��95-- r 12 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C FAILURE CRITERIA_ Indicate yes, no, or not determined (Y, N, or ND .�/ determination in all instances. If "not determined"Describe basis of ' I explain why not) N Q Backup of , sewage into facility? tUd Discharge or ponding of effluent to the surface of the ground or surface waters? Lo Static liquid level in the distribution b ox above outlet invert? K10 Liquid depth in cesspool <6" below invert or availabl e le volume< 1/2 day 1I . ' 0 Required pumping 4 times or more in the " number of times pumped last year. u� Septic tan}: is metal? cracked? structurally infiltration? substantial exfiltration? tankufailure imminent?al ,ID Is any portion of the SAS, cesspool or priv 'V below the high groundwater elevation? y� within 50 feet of a surface water. within'. 100 feet of a surface water supply or tributary to a surface water supply? with-in a -Zo ne I of a public well? wit*hin 50 feet of a bordering vegetated wetland or salt marsh (cesspools and privies only, not the SAS) ? within -50 feet of a .private water supply well? q0 less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis? If water has been analyzed to be acceptable, . attach cothe well for coliform bacteria, volatile Qrganic compounds, ammonia well tnitroer alysia and nitrate nitrogen. gen p �d L � "day t� D bo#4d kl*te 0F/31/1995 07:53 508-428-3508 C. -.7.MM. WATER DEPT PAGE 05 KEY NUMBER <2050 > NAME <COOK, WINTHROP > B-C 1 B-C 2 B-C 3 B-C 4 STREET P O BOX 1150 CITY BARNSTABLE ST MA ZIP 02630-1150 REF 1 REF 2 PHONE ( ) - REF 3 REF 4 METER NO. < 370> E RE STREET <STARBOARD LN NO. 308> �12/31/94 468 56 CITY OST 0 ST LOC 0 94 412 29 'l9 PHONE ( ) - 12/31/9 383 37 06 30 93 46 56 5� ROUTE NUMBER 19 01/27/93 0 0 SERVICE DATE 07/18/58 01/27/93 640 10 METER DATE 01/27/93 12/31/92 630 171 CAPACITY 7 06/30/92 459 9 STYLE T10F SIZE 3 RATE SCHEDULE KEY PIT X PLASTIC NOTE RR STSIDEFENCE LEAK -1/27-12/93 ADDITIONAL CONS 0 ALTERNATE MIN 0 I 1 5/10/89 t_t.: Mary Ellen - Sewage inspection for Cook house . -- 308 Starboard Lane i Osterville ,Mass . E f V10/89 . We inspected sewage system an this date and I f,ound`£t t��ngoo d__stuc.tura-l-condition. The system has two-6x8-cesspools for the main j main house and one 6x8 cesspool- for apartment. All three are presently- in good -working condition. r SUBSURFACE SEWAGE DISPOSAL INSPECTION FORM PART D CERTIFICATION Inspector : Peter Sullivan PE Location : 308 Starboard Lane, Osterville Date : May 31,1995 Certification Statement certify that I have personally inspected the sewage disposal system at this address and that the information reported is true, accurate and complete as of the time of inspection. The inspection was performed and any recommendations regarding upgrade, maintenance and repair are consistent with my training and experience in the proper function and maintenance of on-site sewage disposal systems. I have not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15.303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. Please note the summary of recommendations as presented in this form. Lastly please note 310CMR:15.302 Criteria for Inspection(1) "The inspection is not designed to provide information to demonstrate that the system will adequately ;serve the use to be placed upon it by the new owner. " F lruly yo eter Sullivan PE Distribution: Original to system owner Buyer OF Board of Heath P'T F R AL a ul lial-11SWUIC Department of Health,Safety,and Environmental Services Date /O Public Health Division dry 367 Main Street,Ilyannis MA 02601 •oLSWA �KA Time 1 Fee 98 Jd, '°y4 t►� Date Scheduied` to a DiS osaf m tQ for SM g .Soil'SuitabilityAss spent i Performed By: �e�,ee otJo� C;•. TION Bc CCNERA 11V '+dR1VIATICI► 4144 r�li�laTN 'k , LOCA Owner's Name 4 Y4 dm4peA- oar Location Address Address 308 JTA/LVI�RJ ��e?� a� s7/�a"�1•�• l7 QSCG rov ji- 1)yNdV Engineer's Name Assessor's Map/Parcel: R REPAIR / .I Telephone g 75��` tom/ IO�V'` D NEW CONSTRUCTION Surface Stones .� Slopes(% `t) Land Use u ••1•�d a. Water Well fl Possible Wet Area�fl Drinking Distances from: Open Water Body &2 --- fl otw fl property Line Drainage WRY— et name,dimensions of lot,exact locations of test holes do Pero tests,locale wetlands In proximity to holes) SKETCH:(stye , Rawips Rav�.�R• . PROP.541114 TP'I DDnrL�L-/AL Depth to Bedrock 120 Parent material(geologic) p,$56W D p p Weeping ftom Ph Free Depth to Groundwater: Standing Water In Hole: Estimated Seasonal.High Groundwater TA b TERMINA'CI 0 N FdJt sFAS0NAHII D WATr"t T ��11 _ in. Depth to toll mottles: _ ft. Method Used:- Depth Observed standing in obs.hole: } in. Groundwater Adjus^a n�roundwater Level Depth to weeping from side of obs.hole: j p r.ading Date: Index Well level .. —° Ad•factor j Index Well N__...._ - Urfa :;::..:,:.; — PERCtDLATIOirt' EST �o Zo yy V A•K. Time at 9" Observation TP— ;K �lAll.pt�s Hole q 5C11 Time at 6". vSlo,U NA6�c Depth of Pere � Start Pre-soak Time tt�14 r End Pre-soak — Rate Min./Inch 6°� l' X Site Failed: Additional Testing Needed(YIN) Site Suitability Assessment: Site Passed___-_ original: Public Health Division Observation Hole Data To Be Completed on Back—--) ` Copy: ` Applicant t 1[OLi%L0G Snit Ullur �)�ili�t U�r51�'I(VA✓ ION Son Color Molding (Slructure,Slone',noulderes. Soil'I'cxlaro (Munsell) Ikpth fmm Soil Ilorizun (USDA) Surfnce(in.) °YX N��1 FjZjAffL� . 5� gli � �l4ri F�/Rf3c� �Ew RcbTS s� AYQ s�6 NaNI 421r 8 a,SY 6 z NONE 6040� SAND Lovs€� �,� � �V.t l),5, lj p UNST�ftFi�P 5 i ltIZA L • vr,s�'ti1 ry 1 (QOPAI GUgBGF.$ • A r I WEIZAA46 ��L0� 'Uther Urr[' 00SCItVATION It Solt Soil Color Solt Texture (Munsell) Mottling Structure,Stones,pouldercs. Depth from , SoilIlorizon (USDA) Surface(In.) ' Y Dr,rrVATIO N HOL _ .�: UtherL , soil • louideres.0 soil ig (Structure,stones, Soil Texture Mollln soilIlorizon (Munsell) Ilcplir from (USDA) Surfnce(In.) ` 11G 1101c# llrrl' 013Sr lVA'�10N0Lr LO soil other mottling Soil Iloriron Soll'rexture (Munsell) (structure,Stones,noel ercs. Soil Color ttlin I)cplh from (USDA) Surfnce(in.) f ' C v�nA7190. alzlyz • •��-. wMP� a_� . Above 500 year flood boundary No, Yes . a • ' `a.,4 6,.,, No k Yes Within'500 year boundary Within t00 year flood boundary No Yes C,.. n�nlh of Na(uratit ccurrine P rs'�ou ' '' St , � :I? least four feet of naturally oeIaP�rviou h material exist in all ar Does at eas observed throughout e cAftlI ' ' area proposed for the soil absorption system? ; ICnot,what is the depth of naturally occurring pervious tnaterlal7�-- 3 N t° to i have passed the soil evaluator examination approved by the I certify tllal on APB � 7 (date) p ttal Protection and that the above analysis was performed by consiste witl� a Li R Department of Csnvironntel ce described in 310 CMR 15.017. `� Y// __...._.1 r.�,n'no exr,rtisc and experience 20'-0" NOTES: 2'-10'. A 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 20"SQU RE CUPOLA Wl WEATHANE.VERIFY A2 2'6"x4.9" 2.6"X4.9" &DIMENSIONS IN THE FIELD ALL DETAILS&MFR.W/ DOUBLEHUNG DOUBLEHUNG 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, OWNERS DETAILS,&FINISHES IN THE FIELD WITH OWNER P16.'08" D M RA VEz'" z 4 z a 20"xz•0'N 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT —� �_=1—1 BUILT-IN AWNING 2'6"x 3'8" I F-2'O"x1.6" 2'0"x1'6"-I I CABINET FIRST FLOOR TO BE 6'-11"ABOVE SUBFLOOR DOUBLEHUNG AW ING AWNING DORMER 4•) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS NEW ASPHALT ROOF SHINGLES L I— co —_———I J ABOVE STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 TO MATCH EXISTING HOUSE SOFA 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, TV POOLHOUSE ABOVE OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILINGcns 7•) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD SOFFI xB FASCIA,FRIEZE,& SOFFIT BOARDS (VAULTED CEILING) Fp 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY CAPESURV FOR ALL TOP OF PLATE PROPOSED&EXISTING DETAILS DO x LE 9. FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OFDOUBLEHUNGr i , ) MATCH EXISTING HOUSE ALL SIMPSON COMPONENTSAW INGAWNING BUILT-IN 2'0"x2'0'L2'0"x 1'6" 2'0"x 1'6"J I CABINET 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS NEW W.C.SHINGLE SIDING TO BE 3000 PSI TO MATCH EXISTING HOUSE T-0" H 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE NEW CORNER BOARDS DURING FRAMING CONSTRUCTION TO MATCH EXISTING HOUSE 1z "xs11 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE A FRENCH POOL PATIO TOP OF SLAB 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED V. DOUBLE SLDING MA 1 .•� DOOR 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY �d��+ '17 pM 4�J o-o•• 10-0'• EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION I I -ice+ CRAWLSPACE ACCESS INSTALLER/CONTRACTOR. I I k; I I DOOR W/RETAINING WALLS 20'-0" 15.)PROVIDE UTILITY INSTALLATIONS FROM HOUSE TO POOL HOUSE I I I I I FLOOR PLAN VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES '--L_L--='i 16.) SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF FRONT ELEVATION IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS &WI MASSACHUSETTS WIND SPEED MAPS CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) 17.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS FENESTRATION SKYLIG„T CEILING WOOOFRAMEUWALLFLOOR DASEMENTWPIL RASEMEMSLAB CRAV45PACEmLL VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS U-FACTOR U-FACTOR R�VALUE R� IJE R-VALUE R�VALUE R VALUE R VALUE 4S 20.11E+5 1119 10(4FT.DEEP) 1A19 W/OWNERS PRIOR TO START OF CONSTRUCTION NOTES: 1.R.VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OPTIONAL WEATHERVANE OF THE HOME OR R=191NSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALLjlr� VERIFY W/OWNER 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR 8 R13 CAVITY INSULATION 1'8"SQUARE CUPOLA VERIFY ALL DETAILS& MFR.W/OWNERS NEW RAKE BOARDS 2 TO MATCH EXISTING 1 4 2 HOUSE 12 Q a FM ® 12 12 10 10 — _ TOP OF PLATE TOP OF PLATE TOP OF PLATE s TOP OF SLAB SUBFLOOR SUBFLOOR REAR ELEVATION RIGHT ELEVATION LEFT ELEVATION t _—__ I �CRAWLSPACE ACCESS L _IJ kS LI——_——J DOOR W/RETAINING rt WALLS 7 COTUIT BAY DESIGN, LLC NEW POOL HOUSE FOR: THE DESIGNER SHALL UILDIN CONTIED IF ANY SCALE : DRAWING NO.: ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD WILLESEDR RESPONSIBLE IFCONSHECONTENTOR 1/4" IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. MASHPEE MA. 02649 NORTON RESIDENCE THESE DRAWINGS ARE SOLELY FOR THE USE DATE OF THE OWNER NOTED.ANY OTHER USE OF PH. (508)274-1166 THESE DRAWINGS REOUIRES THE WRITTEN 3/7/2017 FAX (508) 539-9402 308 STARBOARD LANE OSTERVILLE, MA CONSENT OF THE DESIGNER UNDERTHE Al ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 20'-0" 20'-0" 15" INSTALL 5/8"SIMPSON TITEN HD ANCHOR BOLTS AT 5'-4" 3'4" 60"o.c.MAX.W/SIMPSON BPS 5/8-3 BEARING PLATES 6'-6" 7'4)" PLACE BOLTS WITHIN 6"-15"OF EACH CORNER AND SHED DOR�6'-6" 6,. 1" PLACE A 8"MINIMUM DEPTH.BOLT LENGTH IS 10". A ( 10"DIA.CONCRETE FOUNDATION 24•o.c A2 WALLS W/4"SHELF FOR FLOOR TIMBER OR STONE JOISTS&10"x 20"CONCRETE - RETAINING WALLS co _J I El O - FOOTINGS TO 4'0"BELOW GRADE. - INSTALL(2)#4 HORIZONTAL BARS �'= a0 O O _ AT TOP OF WALL,2"CLEAR (2)1'6"ACCESS a A DOORS — 60"o.c.AT SHELF • A2 ,� f _ ¢ 4 x 6 POST FROM RIDGE F — —— — _p• •_p••1 ° c DOWN TO 2-2 x 10 0 WINDOW HDR.W/4 x 6 POST UNDER EACH SIDE O Q o -1 3/4"x 16"LVL RIDGEBEA 4 x 6 POST FROM RIDGE 4 2 x 12's @ 16"o.c. I _ DOWN TO FOUNDATION _ _ _ — DOWNTO2-2x10 WINDOW HDR.W/4 x 6 POST UNDER EACH SIDE DOWN TO FOUNDATION 0 BOLTS @MAIN WALL @ 32"o.c. R VENT I I CRAWLSPACE o Z I �(2)P.T.2 x 6 SILL W/SEALEREl I (2"CONC.SLAB W/10 MIL I VENT co g yz^ANCHOR BOLTS @ — — POLY UNDERNEATH) I °J JOIST SHELF @ 60"o.c. I � I I I I I ANCHOR BOLT DETAIL 4K2J 13/4"x117/8"LVL HEADER 4K,2J SOLID 2 x 8 BLOCKING IN THE OUTSIDE A TWO RAFTER&CEILING JOIST BAYS @ 48"o.c.,ALLOW SPACE FOR AIR L— — —— — — — — J I ROOF TYPICAL ASPHALT 6'-6" 7'-0" 6'-6" FLOW ON THE UNDERSIDE OF ROOF (SHED DORMER) SHEATHING I 5/8"COX PLYWOOD SHEATHING 2 x 10 RAFTERS 15#FELT PAPER 20'-0" q WIND SIMPSON H 2.5A HURRICANE CLIPS A2 20'-0" BARRIERSH r SO"WIDE ICE/WATER SHIELD ROOF FRAMING PLAN C ALUMINUM DRIP EDGE FOUNDATION PLAN 1/2"GYPSUM 1.) A IBOARD 1 x 8 FASCIA BOARD ELL ROOF RAFTERS TO BE 2 x 10's 1 x 4 SOFFIT BOARD UNLESS OTHERWISE NOTED 1 x COOT.VINYL SOFFIT VENT 2. USE SIMPSON H2.5A HURRICANE CLIPS 4 x 6 POST FROM RIDGE 1 x 3 SOFFIT BOARD AT ALL RAFTERS ENDS TYP.2 x 6 WALLS 1 314 CROWN DOWN T02-2 x 10 " 3. VERIFY GUTTER TYPE/LAYOUT 2-1 3/4"x 16'LVL WINDOW HDR.W/4 x 6 1 x 6 FRIEZE BOARD RIDGEBEAM POST UNDER EACH SIDE W/OWNERS TYP. ROOF CONST. DOWN TO FOUNDATION 2 x 10 ROOF RAFTERS @ 16'o.c. 12 DETAIL AT WALL NAILING SCHEDULE - -518"CDX PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES SCALE:1/2"=1'-0" 110 MPH EXPOSURE B WIND ZONE -15LB.FELT PAPER JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING SPRAY FOAM INSULATION &2 x 6 HDR. @ SLOPED CEILINGS(R=49) / / \ \ ROOF FRAMING: -MULTI LVL RIDGEBEAM / / \ \ BLOCKING TO RAFTER(TOE NAILED) 2-8tl 2-10d EACH END -SIMPSON H 2.5A HURRICANE CLIPS / \ RIM BOARD TO RAFTER(END NAILED) 2-16 d &16d EACH END AT ALL RAFTER ENDS 12 ICE/WATER SHIELD AT BOTTOM WALL FRAMING: 12 3'0"OF ROOF I I TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS PROP-A VENT BETWEEN RAFTERS TYP.1/2"GYP. BARD SHELF -WIND WASH BARRIERS ON 1 x 3 STRA AI STUD TO STUD(FACE NAILED) 2-16 d 2-i 6d 24'o.c. -ALUMINUM DRIP EDGE @ 16"o.c. I I TOP OF PLATE HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES 3-1 3/4"x 11 7/8"LVL HEADER I I I FLOOR FRAMING: ® JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-1 Od PER JOIST TYP.WALL CONST. I I I El El BLOCKING BLOCKING TO JOISTS(TOE NAILED) 2- 2-1 Od EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 16d 4-16d EACH BLOCK I I I LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3_16d 4-16d EACH JOIST 1 2 x 6 STUDS @ 16"o.c. I I JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-1 Od PER JOIST 2 1/2"PLYWOOD SHEATHING E BAND JOIST TO JOIST(END NAILED) 3_16d 4-16d PER JOIST -- 3.6"(R=21)BATT INSULATION -- _ _ - - F I I - --""_""- -- - - -- ----- - - - - - BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO - 2-16 d 3-16d PER FOOT-- 4.112"GYPSUM BOARD io I 5.W.C.SHINGLE SIDING ROOF SHEATHING: 6.TYPAR EXTERIOR VAPOR BARRIER 314"T 8 G PLYWOO16I I WOOD STRUCTURAL PANELS(PLYWOOD) 3/4"T&OR-GLUEOI$�AILEDI I I RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 1Od 6"EDGE16"FIELD RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4'FIELD TOP OF FOUND. GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8tl 10d 6"EDGE/6"FIELD POOL PATIO 2 x 12's @ 16"o.c. u GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS 9"BATT INSULATION(R30) JOIST W/SE GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD CRAWLSPACE SHELF .2x651LL 10"DIA.CONCRETE FOUNDATION W/SEALER CEILING SHEATHING: WALLS W/4"SHELF FOR FLOOR (2"CONC.SLAB W/10 MIL q GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD JOISTS&10"x 20"CONCRETE POLY UNDERNEATH) WALL SHEATHING: FOOTINGS TO 4'0"BELOW GRADE. INSTALL(2)#4 HORIZONTAL BARS WOOD STRUCTURAL PANELS(PLYWOOD AT TOP OF WALL,2"CLEAR STUDS SPACED UP TO 24"o.c. 8tl 10d 3"EDGE/12"FIELD 1/2"&25/32"FIBERBOARD PANELS 8d — 3"EDGE/6"FIELD A SECTION @ P O O L H O U S E 1/2"GYPSUM WALLBOARD Sd COOLERS — 7"EDGEIIO'FIELD FLOOR SHEATHING: - WOOD STRUCTURAL PANELS(PLYWOOD) /42 1"OR LESS THICKNESS Bd 1Od 6"EDGE/12"FIELD O/ GREATER THAN 1"THICKNESS 10tl i6d 6"EDGE/6'FIELD A� COTUIT BAY DESIGN, LLC NEW POOL HOUSE FOR: THE DESIGNER DRAWINGSPRIORT NOTIFIED STARIFON ANV SCALE : DRAWING NO.: ERRORS CONSTRUCTION,OMISSIONS ARE FOUND R THESE DRAWINGS PRIOR TO START OF E BUILDING 43 BREWSTER ROAD IWILL E NTHESRES SI IF HRUCTIONTTOR 1/4" = 1'-0" C THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE A 2 DESIGNER OF ANY ERRORS OR OMISSIONS, MASHPEE MA. 02649 N RT N RESIDENCE OF OWNS NOTED,OLELY FOR USTHE OF DATE : PH. (5o �`�` OF THE OWNER NOTED.ANY OTHER USE OF 08 274-1166 THESE DRAWINGS REQUIRES THE WRITTEN 3/7/2017 FAX (508) 539-9402 308 STARBOARD LANE OSTERVILLE, MA CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1999. SOIL TEST PIT DATA: VM PERICA�S INDICATES INDICATES SEPTIC TANK DETAIL: 1 ,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING FIELD DETAIL: NOT TO SCALE REVISIONS OBSERVED �- ESTIMATED NO. DATE DESCRIPTION TEST GROUND WATER _ SEASONAL HIGH NOT TO SCALE GROUND WATER 5. INLET AND OUTLET TEES TO BE CAST IRON NO. OF OUTLETS : 5 TEST PIT TP-1 NOTES: 1. SEPTIC TANK SHALL BE STEEL SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. 36" MAX .COVER REINFORCED CONCRETE. TEES TO BE CENTERED UNDER MANHOLE COVER. GRD. EL. 53.5 2. SEPTIC TANK TO WITHSTAND H-10 LOADING GW. EL. < 43.5 UNLESS UNDER PAVEMENT, DRIVES OR 6• APPROVED EQUAL.RECOMMENDED NUFACTURER-ROTONDO OR NOTES: FINISHED GRADE 0" TRAVELED WAYS, WHEREIN H-20 LOADING REMOVABLE 2" WALLS d� A 10YR4/2 SHALL APPLY. COVER -_ 1. DIST. BOX TO WITHSTAND H-10 LOADING Sandy Loam 3. ALL PIPE CONNECTIONS AND CONCRETE UNLESS UNDER PAVEMENT, DRIVES OR " CAP ENDS CONSTRUCTION SHALL BE WATERTIGHT. �:•v ;:v..',v'::v'.':•v..;:•v�''' 2" 4" PVC • ' . -• •4'=F �i 4=VC=0.0= .�. Friable TRAVELED WAYS WHEREIN H-20 LOADING - 10 4. FILL ALL UNUSED KNOCKOUTS WITH T TSHALL APPLY. o a°yf o+"o o+ o o + o o + o o + o o + o o + o o + o o + o o 4�4 q f°tea�lf°*4°+f°r!°4° °�P40 °�°a g f°tPa qt°d°a;}�°tP�f \ B 10YR5/6 MORTAR. 4," �Q, �4> " '�a�j," 4oq, �� �Q>• r' 1*j �q, '�� '� s• n�rM Sand Loam BROUGHT DIA C.I.FINISH MIN.) MANHOLE COVERS ,�• T 15" 2. PROVIDE INLET TEE OR BAFFLE WHERE �/ o + o+ o + e o o + o + o + e + e o + o + o + o+ o o + o + o + e o GENERAL NOTES: y TEE TO BE UNDER BROUGHT TO FINISH GRADE T SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR ,(` °� 4 4 °kP 44P4q� / „ Friable, few roots » " M A' 8" 1. THIS PLAN IS FOR DESIGN AND 09 42 M.H. OPENING 12 MIN. " 6 5-5 OUTLETS . IN PUMPED SYSTEM. LEVEL BOTTOM CONSTRUCTION OF THE SEWAGE C 2.5Y6 2 50 COVER� " 3 '"v ' ''�' ' F� 30' DISPOSAL FACILITY ONLY. 24 DIA. » e+ d Oe o oe o oe+ oe+ 1 3. FIRST TWO FEET OF PIPE OUT OF DIST. 2. ALL CONSTRUCTION METHODS AND Sand, Coarse » » RAISE M.H W/. 4 4��Ao Q4ea �e Q4-An, �'� BOX TO BE LAID LEVEL. sand, loose 10-6 SEWER BRICK �:. •: : BOTTOM ON LEVEL 2 PROFILE MATERIALS SHALL CONFORM TO MASS. unstratified, 5% 10'-0" & MORTAR 12" -e STABLE BASE 6" MIN. 3/4" TO 4. RECOMMENDED MANUFACTURER-ROTONDO 36" MAX. - 12" MIN. COVER D.E.P TITLE 5 AND LOCAL BOARD NORMALWATER LEVE 114 CROSS-SECTION 1 1/2" CRUSHED OR APPROVED EQUAL OF HEALTH REGULATIONS. gravel, many » STONE BASE 3. ALL PIPES LOCATED UNDER PAVEMENT large rounded » 3 " 5. ALL PIPE CONNECTIONS AND CONCRETE 2% MIN. FINISH GRADE 4 MIN. LOAM & SEED OR TRAVELED WAY SHALL BE SCHEDULE g PRECAST SEPTIC TANK `� 10 20 CONSTRUCTION SHALL BE WATERTIGHT. 40 OR EQUAL. cobbles at INLET TEE 4'-9" 6. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. interface �- �- 3,1 MAXIMUM 4. THERE ARE NO KNOWN PRIVATE WELLS ■ LOCATED WITHIN 150 FT. OF THE 5'-2- 4'-6" 4'-0" MIN. W 8 Mo ON 5'-4» PROPOSED LEACHING FACILITY NOR ? LIQUID DEPTH OUTLET „4 '�fi°K• °►P+ � �+°+fi �4 4 T ANY KNOWN WELLS PROPOSED WITHIN 5-8" i -- (cis coNtrsa) r +� +... o + 30 1 2" 6' o ` �+°'�`°K°�`f'�4'���i°ch1 °yP4'� �'pfilcj+°+�`o o+ o +�.�op+►�of'� o '► 2" MIN. OF 1 8" TO 150' OF ANY KNOWN LEACHING FACILITY. : / 15 1/2" 1� 0�`d o + ��opv( + .�opvr o o + iaGe� 'b o +� o / NGWO 1/2" WASHED STONE 5' ALL ITOPSOIL,OSUBSOAL ANDNOTHER� N �` 120"- '' ' ��' PRECAST DIST. I_ 2' I 4' I 4' I 4' I 4' I 2' I IMPERVIOUS MATERIAL. o♦ o+ ■ �4 BOTTOM ON LEVEL STABLE BASE ��4 3" BOX I�T T T (Typ) T it 6. REPLACE WITH CLEAN WASHED SAND DATE: PLAN VIEW " » ��� 4 0f y�C � 3 4" TO 1-1/2- DOUBLE OR OTHER CLEAN GRANULAR SOILS 10-20-98 6 MIN. - S TO y CROSS-SECTION VIEW PLAN VIEW WASHED STONE NO FINES CROSS-SECTION 1 1/2 STONE ( ) CONFORMING TO THE FOLLOWING TEST BY: SIEVE ANALYSIS: THE BSC GROUP, INC. 10% (MAX) BY WT. SHALL WITNESSED BY: INVERT ELEVATIONS: PASS F . SIEVE <10 9� OF No. 4 SIEVE SHALL J. DUNNING / PASS No. 100 ••� TOP OF FOUNDATION 52.56 <5 % OF No. 4 SIEVE SHALL PERC. RATE: ,O� ` PASS No. 200 4" INVERT AT BUILDING 50.17 � O4j� ' � \ �� UNIFORMITY COEFFICIENT ® No. 4 � MIN./INCH ^ SOIL EVALUATOR `�°� 4 INVERT AT SEPTIC TANK (IN) 50.00_ SIEVE </=6.0 4" INVERT AT SEPTIC TANK (OUT) 49.75 7• EXISTING UTILITIES WHERE SHOWN J. DONOVAN ` \ ) IN THE DRAWINGS ARE APPROXIMATE. SOIL CLASS: ` oy 4" INVERT AT DIST. BOX (IN) 49.72 THE CONTRACTOR SHALL BE RESPON- SIBLE FOR PROPERLY LOCATING AND N/F �� N 4" INVERT AT DIST. BOX (OUT) 49.55 COORDINATING THE PROPOSED CON- MARK & RENEE DEAN ` STRUCTION ACTIVITY WITH DIG-SAFE L.T.A.R. 330 STARBOARD LANE AND THE APPLICABLE UTILITY 0.74 G.P.D./SQ.FT. ASSESSORS MAP 166 ` INVERTS AT LEACHING FACILITY: COMPANY AND MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE. PARCEL 113 _ ! / ` \ DIG-SAFE SHALL BE NOTIFIED PER DATUM : '� `�. 4" INVERT AT BEGINNING ,� THE STATE OF MASSACHUSETTS `` `� ` '••• <'O STATUTE CHAPTER 82, SECTION 409 oo OF LEACHING TRENCH 49.50 AT TEL. 1-888-344-7233. THE VERTICAL DATUM: N.G.V.D. , `� °, '� '` w � '� ���, � � ..,�`•,�`,��, „ ENGINEER DOES NOT GUARANTEE - - ,� 4 INVERT AT END THEIR ACCURACY OR THAT ALL BENCH MARK USED: TOP OF FOUNDATION = 52.56 �0� 30 �` '� ` �` -� - � �- `` OF LEACHING TRENCH 49.35 UTILITIES AND SUBSURFACE STRUCTURES \ ARE SHOWN. LOCATIONS AND `.'. `� �' ELEVATION AT BOTTOM ELEVATIONS OF UNDERGROUND UTILITIES ` `' `� TAKEN FROM RECORD PLANS. THE ` ,' / / t / - _ - ,. ,' , ,,� F OF LEACHING TRENCH 48.85 PROFILE NOT TO SCALE r f( j / j r r( j -' -- - ` `, * ``` ~` ,;`,�` ` ``~ `,,`t\ �` S CONTRACTOR SHALL VERIFY SIZE, • `� f l j / ' ` ` �" ` '� `� ,`� , ` ��l A ESTIMATED GROUNDWATER LOCATION AND INVERTS OF UTILITIES '� ` � �;. , E (Spartina O AND STRUCTURES AS REQUIRED PRIOR / / ! s _ '`• EL= 52.56 j 1 t !` j j r 1 , J F / - '� '� ` ;`` 'ti OF + \ ELEVATION <43.5 TO THE START OF CONSTRUCTION. FIRST PIPE LENGTH \ 1 j r / ` 2'r- -` . r- `� �` �`` �� �` \� , alterniflora) 'f! TOP FOUNDATION / � i j � r , <-� J I'� r �, .... ..�. �,... .,, �••.,�`�.. •., '\', �,.``,. � • \.'\ �' MANHOLES & COVERS AS REQUIRED TO BE SET LEVEL , r ^� BRING TO FINISH GRADE FOR MIN. 2' f j e° C EL=EXIST ( ) / N/F k ` F 8. THIS SYSTEM IS NOT DESIGNED FOR MARTIN HALPER » EL=51.50 f f f �. f j j1 f r'" r f , �. . ti ��� 2 MIN. » & I I / -' -r - - y '� `` .`. ti, ti'-,` '•�• ti �` . *' �. �18 F� A GARBAGE GRINDER IS NOTTHE USE OF A GARBAGE NDER. =:. 4 PVC (PERF) j f f I f ! I` '' r r .P, " '~ „� 'ti', ``..` ` :``• �` `may 9 O RECOMMENDED DUE TO RECOGNIZED j ~ f l -��� �`� �'� 4 8 ��/ � �' DESIGN CRITERIA: ANNE BOYN TONss r- `. `. , 7 : 4" PV » » ° f f f ' I j j .- - - ,w ti` , ,, 'A ADVERSE IMPACTS TO THE LEACHING SIC 4� 2 -1 8 -3 8 DOUBLE WASHED STONE 308 STARBOARD LANE ! r f - �" -" �` ' ` "'�'` ` ` `r \ 4" PVC S H 4 u� l r r' j r f C - r. �,� M-� ,� ti, , :. 'S' f�` FACILITY. ASSESSORS MAP 166 �-v l,! f t i f �� .-. -'� ``�.- !� -' .. �� ` .� , , �,��..• �. �` ti ` 9•L DESIGN FLOW: 3/4"-1 1/2" DOUBLE WASHED STONE f I J t { { f t f° °t 1. ✓ `* \.°. \ ` PARCEL 50-1 ..- r- .-- •�` -••• .-•_ `..w.�•"- ' . ,` � ••, �. 50.17 I=49.75 { L- �� `. e \ 440 _ f 1{ { 0 f 'f`f l w `� ` � ,� `` �� ti v BEDROOMS AT110G.P.B. D G.P.D. I=49.72z DEED BOOK 9720 PAGE 14� 1 f / l f . .- !, -' ` �'�. `+. " "." '' `` ` ,,` \ 6) / =50.001=49 35/ AREA 3.4f ACRES j',.(; C } f�� 1 - •' `r r"!� ' �� , 1 \ ". ,��17�� a".�(,( ` \ ,�� t 1 e: /96- U OTLET I=49.55 o f f f 1500 GALLON P DIST. BOX I BOTTOM EL=48.85 1 l f f ( �� ' •` r/l i �__�`` ~ �'° `'�. ti ti \; � � ,�\ ; 1 1 ( ) I=49.50 in r ( r f •.--'' ."•r .• �.--...... __ .._.. V....._ ....� C ,•.. \ L PRECAST CONCRETE ' � j f 1` ' !` � .�- �-- �- --' ..-' ,•••' ,....' ..•,• .•,,. �r �,•• ...� '•. `�. �^ � '� `� \. � , �, '� �• t ' SEPTIC TANK 1 f { { f l` [ ; - -" f- - -- .r- Bq \ �, t \`� �, ti `� �, �, ' ' `� `� �, REQUIRED SEPTIC TANK: HIGH WATER EL.=<43.5 � ' 1 t �,� .�,� ` \.. .''` �.r- -.�' ...-- / ,,-',, !,•,r''' ,, ..,r( .dt ': ,,� `,� ti,� ^ +..s�`'1,``• `�. ,`�:`,, `\ 't� ,� Lq,' 440 X 2 = 880 GAL. �`� \ ' '' ` \ k \ \�r \ I 4.e The BSC Grou , Inc. ' GAL. P 1 ''� �`` ,`'` � '� -' �! Aff .. �_n _ '' "' _� �� ' \l\ti, �`, , \ '•, :,�. , �w� ,�' SEPTIC TANK PROVIDED: - 1 Ir ,,': i.' �� ,'\~�,�, W-✓� w O y s C,"C j:, \ .._r 4" � \ t\ ,`� \�, , `y� V3 \ f,rl I: I l::I ti ,``^ w ,n C©1 ..'� :ate` .-41 It , ,t `�,� �, � �� \ �, '�. � �. ••., ,, 4 ,� ,, '�`off, ";ti`, *�.. .� f, �� d- r F: ,' ' `� ,� y� •t .`' `ti '��. E� ti, ', �`Z��. �.`�►9� , �''. ,'� `�,. SIZE OF LEACHING FACILITY REQUIRED: r 293 WASHINGTO STREET DESIGN PERC. RATE: 5 N �-�T" ^yti, �� ti. f ",. ` t `� ' t i `i \ , '\ \, \ i 4 1 �\ R i MIN./ INCH NORWELL, MA 02061 K ` LONG TERM APPL. RATE 0.74 / J. 4 G.P.D S.F. , = 781 6 59-79 81 .. � 440 GPD f 0.74 GPD/S.F. 595 S.F. ( ) ..^'"'.'q.' S �y, 4 `^`,. ,.\...�., 1. It `1 \ ! ' \` �.. �y` z� ti \ \ � \ \" N\ s' ` f a;:. k�:�:� :E • , ;.,. '� C i I' Ii � `' PROJECT TITLE: SIZE OF LEACHING FACILITY rl�>I�:, ���ol I��r. -" '�, `�, � � �i } �' �, ; � `` ,� � � � � �,� � ,4 � , �,,� � r ` PROVIDED: CD- :I c:}1- �,11.JP5JI:] �' , w - , :;'f'r", �, , �,`` ` `,,$ ��`` � '',` �'' '�� SEWAGE DISPOSAL o �' LEACHING FIELD - 20 X = 30 6t70 S.F. (� PROPCX)ED 1590 :G.. � °� k ` l , ` �, _ . SYSTEM UPGRADE CD co �.LQN SEPTIC TANK \ -• - ,, �•�'�,^�s ; � � � �- •� �, � ���� •,, � � � � � `�` ;`..� � ,� ��� �,�, '� �� ;� � �t �, 600 S.F. PROVIDED > 595 S.F. REQUIRED L INV. IN = 5 Q = S N V.'°cti UT = �755,`.::, :�: EXI ¶ G - 'i pLLIN 600 S.F. x 0.74 GPD / S.F. - 444 GPD 1PROPOSED'', 308 STARBOARD LANE CD 5 !DISTRIBUTj' N BOX J I N V. I N 49.72 , ..... � . <. tlti► .,r. 1 �'`"i �' t n (IN V. OUT 4sr5 ,.. f` ,•" FF� t y �+ � 4 i ,� , I OSTERVILLE a � . N 4" PVC 5 ,� �,;j i � } �, ,� ' --�-- � '- i ; '�- MASSACHUSETTS vA 1 : ►_ CP` "j1.. Q• r ') tt ?� t 'l �i f -'I 5:,�5;�1"" r f IE I y •.._. o l _•t ..'^r I'.J \O d,a + a "I t S ii f 1 �f ( / f t f f t ``° k� p �0 1 : I I 16. i ,' t �� I 0 r 1 I �` LOCUS PLAN • N❑ SCALE �, I f � OF r7 I :..;.. �.,1 6 OS TOP OF 56 ° , Ln F' A—— �L ,( .. . FOUND p,T10N 52. =y , s� C\j . t f �-- yWEt1K S q5E (/��{ 1 /f f( (( 1 aR/�l1,�/�1 tCl- �'C•J`,q,-". I•`�f`I l,,�S�:. I 20' 0 `p tt V s ..E........4.. �'. �r' J I'`•,Jr`�J! J' �J Jd f ( (f ( ( ( { + P f t k Z`�• CPAIL t"'.. G FIE , t." = ,-1 �'11 °{ 1 f { � i o { r f r f t t V N&39418 ' { { f � j f' j j ; 1 ' �O_O� K: L �,� /. ' , ".. r �, !'t f ". j r f KIRK m 1 20, x A .., ,....•. ,� y! ! �, ,p �! �/ !d/f jf ! f ' �l �.p [l•IZ'�1� PREPARED FO 1 :� I,: f r r z ANNE BOYNT & -1 `S IRII'••II,.I..E.�IS' "sa: �. ;'�:.:P ,.�` , ;r "j'� 7 .-' / f'' `�'� ° r �f r' !� ! '� p"`N �O z G� MARTIN HALPER z jt'' ... .-;; 46 ,� r,' ;1 �' r> / j Dry Z �' �0 N/F 0�Ps� 308 STARBOARD LANE 5 F o. WILLIAM & NANCY COOK 290 STARBOARD LANE Q`J 9�� Locus I �R` 57.6 , f� ; o OSTERVILLE, MA �NINGfwAI�'. lr, y �G ASSESSORS MAP 166 0 9•p f, ! '"OP4�G ,` �' c �� PARCEL 50-2 ti s�� ° DATE: NOVEMBER 12, 1998 cwn f / °� { 9l`Nor w O 9.� COMP. DESIGN: S. TURNER -� j l f ! C ,IC1� C ) JiROt ° PLAN V1 E W �� � w �1,� � CHECK: J. BURKE ji f rr C�CPF.EII' r'O DRAWN: S.TURNER �� o" SCALE: 1' = 20 FEET iR W �` V o FIELD: RD/JD Ln j O 9G� FILE N0. 5705SEP.DWG �� 0 10 20 40 FT, cl: DWG NO. 4238-02 a JOB NO. 4-5705.00 SHEET 1 OF 1 4238-02 C