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HomeMy WebLinkAbout0065 PINE CREST ROAD - Health (3) 65 Pine Crest Road. Centerville A= 247 — 125 — 003 S M EA6 No.2.153LOR UPC 12534 em"d.com • Made In USA �'�sr TOWN OF 1BARNSTA►BLE . LOCAIPON G�.� ` i n C/`2.5. �cf SEWAGE MC,LA E e T e�'U ���.�. A SSESSOR�s MAP Si LUx. INSTALUR's NAM&PIONF~taco SEPUC TANK-,CAP.A+CM ;l� g a OWNE } 3RMITf,DATE ", COMi'1frIMCE AAA, r �Sapamwar��SlsEaunGc BeEv�een Via: :, Maxi mum-Adjusted CnaaodwawvT&bteto tWl9gttamof ,eaG'hing Ftx ility lvaE4 Vtt for Supply VJ&fwdte chrnq�?aa�itty : i�arty t°tetfs eRisE iu aitcs oe wltlfin 200 feet of tambiat UdllitY): oilJ Ecl90 0 WWwand ROd]..eacining Fecdisy( :tny wetlands exise rov1t1�3ti 0, fo t of ledaiut� rro CpnerG�e a 0 a�- 97` lq '3 -a6 3`' iO 3 -30o �, TOWN OF BARNSTABLE FL LOCATION f A)P SEWAGE # aCQ I VILLAGE �tr- C�R+� .wPP ASSESSOR'S MAP & LOT `1a :-W INSTALLER'S NAME&PHONE NO. lia M</5 //C�dte S08 5 22-®O/8 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) LPG �1 P l jQ — (size) NO. OF BEDROOMS 3 BUILDER OR OWNER �- ��+P �9 l '7� 01 C4L Act PERMITDATE: 1� a/ 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 of leaching faci ' Feet Furnished by ( � _ L - r i 1 r No �`/ Fee . .. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yee/ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 21pplicatton for Otopozar *potemc Construction Permit Application for a Permit to Construct(A)Repair( )Upgrade( )Abandon( ) ['Complete System ❑Individual Components Location Addres t�o!�p-S Rne C4csI- 0ce Owner's Name,Address and Tel.No. � I'S ��y]zrvi lte vs Pavc Assessor's Map/Parcel '(r 2 q7 a/ /Z5-3 7 K-LhC@C-()rzdj Ne,w km 'Y11 A. OZ S+cf inst Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 'qZ$-913 i aL&­Ae> C(/� C`� lxz.lrr N f I iofm�vch k'n e Box 6�5-c, 'DrcSTL1P p q 81Z rrtao-, S+V&cf Qs}rrJi(LV_ MA o2(u55 Type of Building: 1V Dwelling No.of Bedrooms A,-ce- Lot Size 1161?-38- sq.ft. Garbage Grinder(Az) Other Type of Building No. of Persons Showers( ) Cafeteria( ) 0 Other Fixtures 0 Design Flow i Lc G..0 /L CrIaktetr ma y. Calculated daily flow -330 gallons. Plan Date 5 i5/oa Number of sheets e3�e Revision Date 3,Z7.1d/ Title _!5;cy,h,. 54s, :Des G fa 5 PIA%L CvzSJ- YZraf Size of Septic Tank / '0Q6 oMGMs Type of S.A.S. �K 2S � Description of Soil .. 1-e 5a i I Le3a e Z t Cf iP -of 757- Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued y this Board of He u'llp—S f a ' Signe Date ` `� e Application Approved by 4 4 Date Application Disapproved Grthe following reaso s (( Permit No. i Date Issued bNo. Fee THE COMMONWEALTH OF MASSACHUSETTS EJ. red in computer: r Yes 1 `= ' UBLIC HEALTH DIVISION,-TOWN OF BARNSTABLE., MASSACHU�ETTS J�l Zipprtcation for Migpogar *pgtem Cow5truction -ermit 1... Application for a Permit to Construct()()Repair( )Upgrade( )Abandon( ) L'3Complete System ❑Individual Components 4 Location Addres t No? Cos Rn e Gvcs� Zf Owner's Name"Addres's and Tel.No. k NIJlS Ce-.%1-cvviIte_ V, Pave ' ._. sAssessor's Map/Parcel s `i+ 24� mac/ /ZS—✓' 7 lcnc�Qc�{I1 � N4WVvri M4 OZS" i `Zt s�lame/Ay�ddress,anjd Tel.No. Designer's Name,Address and Tel.No. Z& R 13 I CAtA f.-e Dvrnl'trl jG, ('tO11N'�✓�Lh r 6k 81z ma, S4wcf O r-lzvt)dLe Vn,a oZG5S Type of Building: N � Dwelling No.of Bedrooms Arc-a Lot Size of sq.ft. Garbage Grinder 'd1 Other Type of Building No. of Persons Showers( Cafeteria( ) o Other Fixtures r o - r,: N Design Flow -I to 4 b eclvz'-C h 7a%nv7erdta)r. Calculated daily flow 3 © rt gallons. Plan Date ��/5�� Number of sheets 0 45 Revision Date 3 Z7 O/ Title Sip Fu. 5%s. Dcs,® Co:5 Piro- Cvcs l- YZGR .. Size of Septic Tank �SOirJ 9o�%s Type of S.A.S_- 1�e4 lNcll �8'�x � 1a 5oiI 142IC, l� -`/7S Description of Soil �a ® Lo h - Y F�► -- I` F I 1 i Nature of Repairs or Alterations(Answer when applicable) 'r Date last inspected: Agreement: r The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewaggisposal system in accordance with the provisions"hd Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has beep Ted su of H 1^� v Signe Date /d Application Approved by v ® Date Application Disapproved for.the-following yeas s'. 4,r Permit No. _ ,` Date Issued ` --------------- ---------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,'MASSACHUSETTS - Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandgned y 4 at (D �IV kz �S; I KUri A-hasb constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit NoOVC dated Installer Designer The issuance o. this permit shall not be construed as a guarantee that the sys a will fu coon as de ' n„d^� Date Inspector-------------------------- 7X/01 No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mfgpogai *pgtem Congtruction Permit Permission is hereby gr ted to-C-onstru0_(/')Re air( ��--)Upgrade( )Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. #' Provided:Construction must be completed within three years of the date of thi •et�ttit. Date: i '7 /�i�A Approved 4_��/__,_ r . a TOWN OF BARNSTABLE LOCATION l�� 0 `�� ���s� �l SEWAGE # aCQI 187 VILLAG ASSESSOR'S MAP &LOT29 /2r'T3 INSTALLER'S NAME&PHONE NO: *-)aV"5' e Adl.0 Sod SEPTIC TANK CAPACITY vo 6" LEACHING FACILITY: (type) L ` L,G (size) a� NO.OF BEDROOMS 3 BUILDER OR OWNER �r J :17 PERMTTDATE: I� ' to` aI 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 F Edge of Wetland and Leaching Facility(If any wetlands exist_ �'f Feet within 300 fe of leaching faci Furnished by n W � o ►- c 1a5-, Commonwealth of Massachusetts 663 Title 5 Official Inspection Form hF Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 65 Pinecrest Rd Property Address Vladimir Pave ` Owner Owner's Name information is required for every Centerville MA 02632 9-4-19 k- page. City/Town State Zip Code Date of Inspection •A 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. A. Inspector Information Shawn Mcelroy Name of Inspector Upper Cape Septic Services Company Name P.O. Box 73 Company Address E. Falmouth MA 02536 City/Town State Zip Code 1-508-495-0905 S13971 Telephone Number License Number B. Certification I certify that:l am a DEP approved system inspector in full compliance with Section 16.340 of Title 5 (310 CMR 16.000);1 have personally inspected the sewage disposal system at theproperty address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems.After conducting this inspection I have determined that the system: 1. ® Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails 9-4-19 I spector'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 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 form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: 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. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 1 of 18 Commonwealth of Massachusetts 3 Title 5 Official Inspection Form I'll Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r a <, 65 Pinecrest Rd Property Address Vladimir Pave Owner Owner's Name information is required for every Centerville MA 02632 94-19 page. City/Town State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) System Passes: ® 1 have not found any in 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: System is in good working order with no sign of failure. 2) System Conditionally Passes: ❑ One or more system components as described in the "ConditionalPass" 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): t5insp.doc-rev.7/2 612 01 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 18 >F Commonwealth of Massachusetts 1� Title 5 Official Inspection Form ; ICI Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 65 Pinecrest Rd Property Address Vladimir Pave Owner Owner's Name information is required for every Centerville MA 02632 9-4-19 page. City/Town State Zip Code Date of Inspection C. Inspection summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ 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 El ❑ 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 El ❑N ❑ ND (Explain below): ❑ obstruction is removed ❑Y ❑N ❑ ND (Explain below): 3) 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. a. 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: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 i c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 65 Pinecrest Rd Property Address Vladimir Pave Owner Owner's Name information is required for every Centerville MA 02632 9-4-19 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ 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 b. 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. c. Other: 4) 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 F. Commonwealth of Massachusetts w Title 5 Official Inspection Form ! I6,1 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments .. >` 65 Pinecrest Rd Property Address Vladimir Pave Owner Owner's Name information is required for every Centerville MA 02632 9-4-19 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® 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 ❑ ® 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 water supply 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 2000 gpd- 10,000 gpd. ❑ ® 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. 5) 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 CA. 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 Commonwealth of Massachusetts = 1 r� 3 Title 5 Official Inspection Form w_ 01 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 65 Pinecrest Rd Property Address Vladimir Pave Owner Owner's Name information is required for every Centerville MA 02632 9-4-19 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered "yes"to any question in Section C.5 the system is considered a significant threat, or answered "yes"to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate "yes" or"no"for each of the following for all inspections: 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? ® ❑ Wasthe 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)] t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 18 Commonwealth of Massachusetts r� Title 5 Official Inspection Form w.r Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 65 Pinecrest Rd Property Address Vladimir Pave Owner Owner's Name information is required for every Centerville MA 02632 9-4-19 page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 3 DESIGN flowbased on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Description: Number of current residents: 1 Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water treatment unit? ❑ Yes ® No If yes, discharges to: 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: Sump pump? ❑ Yes ® No Last date of occupancy: 9-2019 Date t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 18 Commonwealth of Massachusetts tj Title 5 Official Inspection Form wa Yi'i Subsurface Sewage Disposal System Form -Not for Voluntary Assessments a 65 Pinecrest Rd Property Address Vladimir Pave Owner Owner's Name information is required for every Centerville MA 02632 9-4-19 page. City/Town State Zip Code Date of Inspection D.,System Information (cont.) 2. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Water treatment unit present? ❑ Yes ❑ No If yes, discharges to: Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe below): 3. Pumping Records: Source of information: N/A Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form ICI Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 65 Pinecrest Rd 1._Vra Property Address Vladimir Pave Owner Owner's Name information is required for every Centerville MA 02632 9-4-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 4. 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): Approximate age of all components, date installed (if known) and source of information: 2004 Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: 12"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.): Good condition. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 18 Commonwealth of Massachusetts fit, 3 Title 5 Official Inspection Form �i {� wa Subsurface Sewage Disposal System Form -Not for Voluntary Assessments :.- .•; >t,. 65 Pinecrest Rd y Property Address Vladimir Pave Owner Owner's Name information is required for every Centerville MA 02632 9-4-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank (locate on site plan): Depth below grade: 311 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 Sludge depth: 12" Distance from top of sludge to bottom of outlet tee or baffle 20" Scum thickness 1" Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 15" How were dimensions determined? Tape 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 is in good condition with baffles installed and no sign of leakage. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form '1 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 65 Pinecrest Rd Property Address Vladimir Pave Owner Owner's Name information is required for every Centerville MA 02632 9-4-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 7. 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 Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. Tight or Holding Tank (tank must be pumped at time of inspection)(locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 18 Commonwealth of Massachusetts > - Title 5 Official Inspection Form w_� lNl Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 65 Pinecrest Rd Property Address Vladimir Pave Owner Owner's Name information is Centerville MA 02632 9-4-19 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank (cont.) 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 9. 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.): Good condition with water at working level and no sign of back-up. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form 01 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 65 Pinecrest Rd Property Address Vladimir Pave Owner Owner's Name information is required for every Centerville MA 02632 9-4-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 10. 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. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: 1-25x18 ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 18 Commonwealth of Massachusetts 7 j�h i,; Title 5 Official Inspection Form "'i Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 65 Pinecrest Rd Property Address Vladimir Pave Owner Owner's Name information is required for every Centerville MA 02632 9-4-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Leach field in good working order with no sign of back-up into d-box or surrounding stone. 12. 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 Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 18 Commonwealth of Massachusetts a Title 5 Official Inspection Form "Coll Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 65 Pinecrest Rd Property Address Vladimir Pave Owner Owner's Name information is required for every Centerville MA 02632 9-4-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 13. 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.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 Commonwealth of Massachusetts 7 3 Title 5 Official Inspection Form rl Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 65 Pinecrest Rd Property Address Vladimir Pave Owner Owner's Name information is required for every Centerville MA 02632 9-4-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 14. 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 ro ~ �' ' .. � 7 r J!­ i t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form i t i�i Subsurface Sewage Disposal System Form Not for Voluntary Assessments T, >" 65 Pinecrest Rd Property Address Vladimir Pave Owner Owner's Name information is required for every Centerville MA 02632 9-4-19 page.. City/Town State Zip Code Date of Inspection D. System Information (cont.). 15. Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 12 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: Original design plans show adjusted groundwater at 7' below bottom of field. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 18 Commonwealth of Massachusetts r� Title 5 Official Inspection Form "I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 65 Pinecrest Rd Property Address Vladimir Pave Owner Owner's Name information is required for every Centerville MA 02632 9-4-19 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3, or 4 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) and 6 (Checklist) completed ® D. System Information: For 8: Tight/Holding Tank—Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 18 of 18 50.7 J / LEGEND N Design Schedule ELEVATION Leaching Area Requirements 43,0 QO � TOP of FOUNDATION 41.0' 3 BEDROOMS AT 110 GPD/BEDROOM = 330 GPD /�/ �,' r�� O O O SEPTIC TANK EXISTING HYDRANT : �O FINISHED BASEMENT FLOOR 33.5' 48.8 DIsrRleunoN Box wM w J FINISHED GARAGE FLOOR N.A. ADDITIONAL 50% FOR GARBAGE DISPOSAL N.A. WATER METER 2 PINECREST SEWER INVERT AT FOUNDATION 38.0 LIGHT POST w } RD. SEWER INVERT INTO SEPTIC TANK 37.8 PERC RATE = 2 MIN. INCH (CLASS 1 )Q , .. r-0.0 0 -- ; , $ TELEPHONE & ELECTRIC POLE ® ELEC. METER BOXUj N 2O• SEWER INVERT OUT OF SEPTIC TANK 37.5' i Tp �w m LOCUS SEWER INVERT INTO DISTRIBUTION BOX 37.3' LIAR = 0.74 GPD/S.F. O ; % El CONCRETE OR STONE BOUND FOUND TEST PR ,�� 472 I i �� SEWER INVERT OUT OF DISTRIBUTION BOX 37.1 MIN. LEACHING AREA OF S.A.S. EXISTING CONTOUR MARSH OR WETLAND P 6,7 � � 36 �-�----``"- .� GQ' � SEWER INVERT INTO LEACHING SYSTEM 36.9' EDGE OF PAVEMENT GV �O o BOTTOM OF LEACHING SYSTEM 36.4' 330 GPD/ 0.74 GPD/S.F. = 446 S.F. MIN. �0) PROPOSED CONTOUR lu1 GAS VALVE 0 WATER TABLE (ADJUSTED) 29.4' Rip• �6 tK / �, �, \ , V�I PROPOSED SYSTEM 18'x25' = 450 S.F. ,5�• i� \ !, 5o SPOT GRADE LOCUS MAP SCALE 1 = 2,000 40.3 ASSESSORS _ �� � \ ,-� ' / .. MAP 247 ' PARCEL 125-3 47.2 i / p0 �� �'/44, ,� TURN AROUND & , - ti, 1 p O ap DEED REFERENCE: BOOK 10491 PAGE 165. JJ \ O• --DRAI ,� NAGE EASEMENT Q,, ; cv GENERAL NOTES: - PLAN REFERENCE: BOOK 391 PAGE 39. \ \ EASEMENT AREA WATER TABLE ADJUSTMEh,T Q` _ �' i ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH ►- "„ INDEX WELL TSW89 TITLE V OF THE STATE .SANITARY CODE DATED = ,00 ,, �� ti � O- O• \ � O / `1 �: � ZONE C MARCH 31, 1995 & ANY LOCAL RULES APPLICABLE. �1P, \ \ \ ,< �� ; ADJUSTMENT = 4.2' TO EL. 29;4 ZONES \ ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING r 46.1 w AP & RB BY THE DESIGN ENGINEER. \ \ \ RB - MINIMUMS J AREA=43,560 S.F. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, \'pii0,o\ s' FRONTAGE - 20' ' 4 4,1 '\ ---- - - WIDTH - 100 FOR NOTIFY NSPECTION DESIGN ENGINEER & BOARD OF HEALTH AGENT \ \7iF 0\ 0. \ , " \\/NF � \ 7.0 z FRONT SETBACK = 20' S \ o \\;� F` SIDE SETBACKS = 10' 00 PROPOSED WATER , ,\ \ ----------------- Q FOUNDATION ELEVATION AND LOCATION MUST BE CHECKED UPON COMPLETION REAR SETBACK = 10' SERVICE �,' \\ \ i ,��`,\ BUILDING HEIGHT = 30' THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN DENNIS P. FRANKIO 48 " \ APPROVAL BY THE DESIGN ENGINEER. ROBERT & ELAINE T. RITCkiIEUj N 37,8' \ \\ r� 25 Cif ALL SANITARY' DISPOSAL SYSTEM PIPING SHALL BE 4" SCHEDULE 40 PVC. lY . V4 ,'' �� i 9'ti� \ 32,7 PLAN OF LEACH HELD EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING Li NO SCALE SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER Oo� sF J, 310 CMR 15:255. LIMIT OF JURISDICTI0 ` �, R, /bN �G �, ,.' \\ 2.5' 5' 5' 5, 5, 2.5' W PRIMARY BENCHMARK TOP OF C.B. ELEV. = 39.97' ASSUMED DATUM _i' cc� � J� V , / \ � .. � ..7.: a .SV.+-F''0' .l:J:. ♦ 7 f 4'.J•, G h .�..q• .f;g ", .f•;'. - i �J • U it •}•. .i '8 '* 5, .'� •••,�,{.••,. ',.et O• \ o. 0.0 . o.(� . o.a . , . 0.0 . o. 0.0 . 0.0 0.0 . 0.0 . !0:0 . 0.0 . „ APPROXIMATE AND S8• i �? \ '� \ _ o• o• •o• o• o• o• o o• o• o• o• •o• o• 2 PEASTONE LOCATION OF UNDERGROUND UTILITIES ARE APPROXI A E EXCAVATE & REPLA8E S S i � \ O A 2 � cD o� • o��������� ��� SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE � UNSUITABLE MATERIAL 7 2S F, 10 ��FA �` \ .�O A 3 UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. 9 I N p �Tq T - 4 - { 4 PERT PVC �� '8�• �,� �\ \ \ \+ s 25 J ( N 1 O �� \� 29.5 SEE ORDER OF CONDITIONS ISSUED BY THE i :; ... �� , ` - ,- , - - - - 3/4 -1 1/2 WASHED STONE TOWN OF BARNSTABLE CONSERVATION COMMISSION N o r' 1112 - 1 ` \ 1. ; l A4 WETLANDS FILING NUMBER SE3-3028.` o / ` SEE §E3-3028 �l 1DIST. i N . LEACH FOLD .SECTION I Box . I 102•.3 0 \�� . . . . . . - - i -. '- NO SCALE � • . C.B �.•,:':• . , . � � r ' - - - I _ _. '- Li �1: If''T� �C'�TC'3'Fil�/T 1' . , .: ,Q T r r.= - ., _ - - ash•s 6 2 , A8 - , f ■ .L -e n� AL - S � L PIPES TO BE SCHEDULE 40 PVC -'�.'.,..,,,�, •� �TE HEN .� WETLAND „ ��N �a� ,a USE 2 - 4 DISTRIBUTION LINES �� :\, o or/ Hit BENCHMARK �.�� Z i �r - . . . . . IN A 18'X 25' WASHED STONE FIELD AS SHOWN . \=„' , p Gy�i p TOP OF C.B. , I 28.7 - - 3 2074 �,. o��SGISTE`� EL. = 38.97' 36.8 w Qua/ s /ONAI. THOMAS & CAROLYN RUSSETT LO T 3 ,\ A6 : v' 35,3 \1 18838.0'\,SQ. FT. 29,3 0.43 ACRES N rn 't WETLAND DELINEATION C.B. - � � �n 68 p \\���. 317 FBURGO BEASTCLE OF it Septic System Design�y6¢•3 ) , APRIL 5, 1995 p GARY D. & KATHLEEN E. MECCE 4S9 \ SE 3-3028 At #65 Pine Crest Road 34.0 West Hyannisport, Ma. C.B. PREPARED FOR � CHERYL ANN OSIMO VLADIMIR & MAYA PAVE . TITLE Sanitary Disposal System Finished Grade = 39.5't TYPICAL SYSTEM PROFILE 1 ; BAXTER NYE & HOLMGREN INC. CONSTRUCT ACCESS NOT TO SCALE Proposed MANHOLE OVER INLET BA�XT'ER & NYE, 11 INC. 7. TO TANK TO IS LEASTBAXTER NYE k HOLMGREN INC Re istere�Professional Foundation = 41.0 ;:. TO TN 6• FINISH GRADE : 5-6-85 #P-4219 SOIL LOGS DATE: 8-17-00 #P-9752 g ' FINISHED GRADE OVER TANK = 38.2't Engineers and Land Surveyors SOII, LOGS DATE _ - FINISHED GRADE OVER D. BOX = 38.5't ENGINEER:Peter Sullivan,P.E. � g Y - i ENGINEER:John.Kuchin.ki, 11 5 P.E. FINISHED GRADE OVER LEACHING TRENCH ='3g'f Jim Conlon, Barns. Health Dept. Donna Z.Miorandi, :Barns. Health Dept. 812 Main Street, Ostervi e, Ma. 02655 4" SCH. 40. PVC P 31 0 750 FIRST 2' (TO BE LEVEL) TYPICAL) - - TEST PIT 1 TEST PIT 2 Phone - (508)428- Fax -(5 8) 428-ho 91 F 3 6-(min. 4" SCH. 40 PVC 12" (min) Cover G.S.E. = 38.2' PVC or OLz• (min) 36", (max) Cover _ G.S.E. 36.2' Proposed �o' CI tees BAFFLE 6. 4" SCH .40 PVC 0 , , 20 0 20 40 Finished TOPSOIL , 0 Basement 2"Layer 1/8"tot/2" A LOAMY SAND Floor = 33.5' Peastone SUBSOIL 1OYR 4 2 SCALE IN FEET I' 2 3 Reinforced Concrete 6' CRUSHED Slope = 0.005 (min ,) f= a< . . STONE BASE e FOOTING 4 PVC 9 „B" LOAMY :SAND E 1, 20' MEDIUM SAND R 88' EL 23" 1OYR 5/8 - E 5/15/00 SCAL DATE: a a 9 - .. . -. ADJ. WATER 29.4 „C" MEDIUM SAND REV. DATE: REMARKS BorroM ELEV. = 3s.4' . . 25YR 6/6 9 OUTLET 13 GROUND WATER EL 151" 1.` 3.Z2712001 REVISE SEPTIC SYSTEM e WATER ENCOUNTERED © EL. 25.2 1500 GALLON SEPTIC TANK DISTRIBUTION BOX NO WATER ENCOUNTERED TO BE INSTALLED ON A LEVEL STABLE BASE ;TO BE INSTALLED ON A LEVEL STABLE BASE ADJ. WATER LEVEL PERC @ 60" © T.H. #2 DRAWING NUMBER SEPTIC' TANK TO BE INSPECTED do CLEANED ANNUALLY RATE= < 2 MIN/IN LEACHING FIELD H:\2000\20032\20032CSP.DWG