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HomeMy WebLinkAbout0099 BERNARD CIRCLE - Health 99 Bernard Circle, Centerville A= IN uu UPC 12534 No.2-153LOR HASTINGS, MN t P N. Fee 60 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpl Latlon for MispoSal 6pstem ConstrUitlon permit Application for a Permit to Construct(k} Repair(AT'Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /�� 6_F1?,A14rD eI rc%' Owner's Name,Address,and Tel.No. Assessor's Map/Parcel �_O82 a Ili%/1: �4y!/�/ c%C 0L5,5 0aA" y Installer's Name,Address,and Tel.No.15'08--1/20—9 f 3$ Designer's Name,Address,and Tel.No. Joser, D-e-814rHoS AAZ4VL gl r1�0 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 73 gpd Design flow provided 37L/7— gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si Date Application Approved by v Date 0*7_103- Application Disapproved b Date for the following reasons Permit No.,&/�Z U97� Date Issued ,f No. 1 Fee /CO THE COMMONWEALTH OF MASSACHUSETTS Entered in computer Yes E PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpYication for Disposal .6pstem Construction[ hermit Application for a Permit to Construct(v) Repair(---rUpgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /✓19f D C/r f//= Owner's Name,Address,and Tel.No. Assessor's Ma /Parcel C�-NT p 7/- 0�2 Installer's Name,Address,and Tel.No.,Pb -y'2 O—rJ'/3 Designer's Name,Address,and Tel.No. Joseph n< 61, vv 4)S -ydgv�.OQ AhOfM � ' `ST ast�Ns ,i/ Type of Building:- Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 7-3 0 gpd Design flow provided ]KLI Z. 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) Z�,57 VV l ?a /Z,... 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 v, Compliance has been issued by this Board of Health. Sig • i > -�/ / 2,G�2/ Date Application Approved by _ Date �L'�Lois Application Disapproved b� Date for the following reasons Permit No.�Cj Date Issued /!��/?�/r t - - =- = -------------=------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( c ) Repaired Upgraded( ) Abandoned( )by at % /=x'Ali4 Gf 1 `r'6,1,tY�,/�Y vd//' has been cons c(�ed in'ac C ce with the provisions of Title 5 and the for Disposal System Construction Permit No. > dated /J' Z G f Installer JoS a�N U� /3!'V✓US Designer ` - #bedrooms y 3 Approved design flow r 3 gpd The issuance of this permit shall not be construed as a guarantee that the system will n7) n1a's' desig j2SDate Inspector I ----------------------------------- ---------------------/�Q----�-/------------------------------------------------------------------------ No. 0l/5-' 0 1 -Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal .pstrm Construction 3orrmit Permission is hereby granted to Construct Repair(U) Upgrade( ) Abandon( ) System 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:Construction must be completed within three years of the date of this pe it. Date ��� Approved by. 09/02/2015 09:20AM 17744139468 MEYER AND SONS PAGE 01/01 Town of Barnstable Regulatory Services Richard V.Seali,Interim Director NAM � sn�ternaaa, �,,� Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,NIA 02601 Office_ 508-862A644 Fax. 508-790-6304 Installer&Designer Certification Fotrm. Date: �1�j Sewage Permit# Assessor's MaplParcel t Designer: M r-4 e-*' , 6 Installer: Address: l�l Address: On was issued a permit to install a (date) (irtstailer) septic system at �" 094 t' based on a design drawn by (7� (address)Aleq P.r d`�'�'1.� `YI G dated (designer) _ 4n A- �' Ivy I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank, Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the systeaa,referenced above was constructnUftowlianceurith the t of the AA,approval letters(if applicable) t16 of EIARR N any taper's Signature) N '40 !� ��iAi T tA� esigner's Signature) (Affb tamp Here) PLEASE RETURN TO BMISTABLE PUBLIC HEALTH DIVISION. CIERTIFICA,TE OF COMPLIANCE WILL NOT BE ISSUED !MIL BOTH THIS FORM AND A5- BUILT.CARD.A"RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q-,\SepticWeaiper Certification Form Rev 8-14-13.doc TOWN OF BARNSTABLE LOCATION SEWAGE# 20�S�,2gy VILLAGE (-'*' �1/r'lf' //��/: ASSESSOR'S MAP&PARCEL 17/- O a Z INSTALLER'S NAME&PHONE NO. SOS-y20-973�✓OS{�� �.��jy�p�^pS SEPTIC TANK CAPACITY /000 / LEACHING FACILITY:(type) 2—SDO e,44W2 NYS (size) NO.OF BEDROOMS 3 OWNER DAnl rI A S PERMIT DATE: 9—2 0— IS COMPLIANCE DATE: 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 e G�� p-2 � yS. ��lr KI.3 =,5'S-g � � � ,'r�H r 4. 2 �. 22, � �, C II"G�l� I . I _ Town of g t-nstable P# N70 Department of Regulatory Services Public Health Division Date ausa s6 y tee$ 200 Main Street;Hyannis MA 02601 • �tfD Myt� . ''� ,3 d ' Time c : Fee Pd. Date Scheduled i I . ,foil Suitability Assessment, or Sew a Disposal Performed By: Witnessed By: r LOCATION & GENERAL INFORMATION Location Address C L�L Owner's Name (�f/d 6 1 t '�vZ L V' f,/�/� Address Assessor's Map/P4rcel: p I Engineer's Name NEW CONSiRU�.I'ION REPAIR Tel # Land Use _ ' t= Slopes(%) ` Surface atones rJ0 � Distances from: O en Water Body > � ft Possible Wet!Areaft ` ft Drinking Water Well ft -Px_ j llrainage Way /0© ft. Propray Line _ft ' Other 1 SKETCH:(Street name,dimensiods'of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) Sew S 9 1 -(' (VI S . I i i I I s • - I ! ! i ! Parent material(geglogic) C1 t��5�� Depth to Bedrock Depth to Groundwa.tdr. Standing Water in Hole: i Weeping from P([PACe Estimated Seasonal Vigh Groundwater l Dt ATION FOR SEASONAL FIIGE�WATrI TABLE Method Used: r I ln. Depth db�serve standing in obs.hole: in. Depth td SOII 1110ttlt:s: tt. Depth toiweeping from side of obs.hole: ! ill, ©roundwnter AdJusttrtent Ltdex Well# _ Reading Date Index Well levdl ! A ,ftetor,� �. AdJ,(3roundwalerLevel I PERCOLATION TEST' Ddte.�---.�. Observation I Time at 9" -- Hole# i ��1 Time at G" .-..------ Depth of Pere i Start Pre-soak Time.@ Tim (9"-6") • �b End Pre-soak ko Rate MinJInch X Site Failed: Site Suitability Assessment: Site Passed Additional Testing Needed(YIN). Original:,Public l;e;ilth Division Observation Hole Data To Be CO.mQleted on Back-- ou must first notify the ***If percola>ion testis to be conducted within 100' of rior to beginning. wetland,y Barnstable C40servatien Division at least one (1) week p y V DEEP OBSERVATION HOLE LOG Hole# Depth from-- Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel) c� low 10 0- j 1� LQ ,31'-1 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. ra IFlood Insurance Rate Map: Above 500 year flood bounds No Yes Y boundary Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist.in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring per ious material? Certification I certify that on 1 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the requir,d tr ' ng,expe tise and experience described in 3,10 CMR 15.017. 1 VUV, Dated Signature . Q:\SEPTICIPERCFORM.DOC r/ i ASSESSOR'S MAP NO. PARCEL LOCATION SEWAGE PERMIT NO. PILLAGE - I N S T A LLER'S NAME i ADDRESS S UILDE R OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED - + i. J.P:M-AC-0-M B E R-&-S 0-N-f-NC- B-01-6 6 + CEN-T-ERVILLENY A.02632 f r Isla r.-.Xr, c, . 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FO �fl Address of property 99 Bernard Circle NO Owner's name Rosenfeld 1�9 Date of Inspection 9-27= � 95 ` PART A 11\� CHECKLIST f Check if the following have been done: _LlefPumping information was requested of the owner, occupant, and Board of Health. ;l None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. L/As built plans have been obtained and examined. Note if they are not available with N/A. The facility or dwelling was inspected for signs of sewage back-up. The site was inspected for signs of breakout. . _J/All system components, excluding the SAS, have been located on the site. t / The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. /l/The size and location of the SAS on the site has been determined based on existing information or approximated by non-intrusive methods. /he facility .owner (and occupants, if different from owner) were provided with information on the proper maintenance of SSDS. g SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION FLOW CONDITIONS If residential number of bedrooms _ number of current residents _1 garbage grinder, yes or no laundry connected to system, yes or no seasonal use, yes or no If nonresidential, calculated flow: Water meter readings, if available: l e "� " q Last date of occupancy GENERAL INFORMATION Pumping records and source of information: c�,13 ty, PC- /' y � System pumped as part of inspection, yes or no if yes, volume pumped Reason for pumping: Type of system Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) Other (explain) Approximate age of all components. Date installed, if known. Source of information: 4/111�Sewage odors detected when arriving at the site, yes or no 9 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SEPTIC TANK (locate on site plan) depth below grade:I /a material of construction: V concrete metal FRP other(explain) dimensions: sludge depth 3.` ." distance from top of sludge to bottom of outlet tee or baffle ' 'scum thickness Gfdistance from top of scum to top of outlet tee or baffle 10" 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 relation to outlet invert, structural integrity, evidence of leakage, recommendations for repairs, etc. ) DISTRIBUTION BOX: (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. ) zno or, PUMP CHAMBER: (locate on site plan) pumps in working/er, or no Comments: (note condition of pump dition of pumps and appurtenances, recommendations for mainepairs,etc. ) 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SOIL ABSORPTION SYSTEM (SAS) : (locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: Type leaching pits and number %•-1 6 O c,. leaching chambers and number .�ct��� leaching galleries and number leaching trenches, number, length leaching fields, number, dimensions overflow cesspool, number Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs,etc. ) l!�6 CESSPOOLS (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 (cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs,etc. ) PRIVY: (locate on site plan) J materials of construction dimensions depth of solids Comments: (note condition of soil, . signs o /hdraulic failure, level of ponding, condition of vegetation, recommens for maintenance or repairs,etc. ) 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' d 1 3© � 1 DEPTH TO GROUNDWATER a, 0 depth to groundwater method of determination or approximation: 12 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C FAILURE CRITERIA Indicate yes, no, or not determined (Y, N, or ND) . Describe basis of determination in all instances. If "not determined" , explain why not) _�✓ Backup of sewage into facility? Discharge or ponding of effluent to the surface of the ground or surface waters? -� Static liquid level in the distribution box above outlet invert? Liquid depth in cesspool <6" below invert or available volume< 1/2 day flow? AJRequired pumping 4 times or more in the last year? number of times pumped Septic tank is metal? cracked? structurally unsound? substantial infiltration? substantial exfiltration? tank failure imminent? / Is any portion of the SAS, cesspool or privy: below the high groundwater elevation? within 50 feet of a surface water? within 100 feet of a surface water supply or tributary to a surface water supply? within a Zone I of a public well? within 50 feet of a bordering vegetated wetland. or salt marsh (cesspools and privies only, not the SAS) ? FV within 50 feet of a private water supply well? _4/less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis? If the well has been analyzed to be acceptable, attach copy of well water analysi for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. TOWN OF Barnstabl P BOARD OF HEALTH SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D - CERTIFICATION -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRESS 99 Bernard Circle ASSESSORS MAP, BLOCK AND PARCEL # OWNER' s NAME Rosenfeld PART D - CERTIFICATION NAME OF INSPECTOR W.E. Robinson Sr COMPANY NAME W.E. Robisnon Septic Service COMPANY ADDRESS P.O. Box 1089 Centerville MA 02632 Street Town or City State ZIP COMPANY TELEPHONE ( 508 ) 775-8776 FAX CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system a 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. iK ne: System PASSED The inspection which I have conducted has 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. System FAILED* The inspection which I have conducted has found that the system fails t protect the public health and the environment in accordance with Title 5 , 310 CMR 15 . 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form. Inspector Signature /� I / Date/ - . � O One copy of this certification must be provided to the OWNER, the BUYER ( where applicable ) and the BOARD OF HEALTH. * If the inspection FAILED, the owner or operator shall upgrade the system within one year of the date of the inspection, unless allowed or required otherwise as provided in 310 CMR 15 . 305 .. partd.doc 13 . CENTERVILLE LEGEND LOCUS: 99 BERNARD CIR. PROPOSED CONTOUR per' 85-53' ® PROPOSED SPOT GRADE G�P� EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE Z LOT 68 W— EXISTING WATER SERVICE — 56__ AREA = 16780 sf+— l9 TEST PIT PLAN Boor: 252 PAGE 32 lG _ A._�F + A.=171 PcL 82 1'�F AMES WAY MIS R _ D I'.. LOCUS MAP EXIST. 1 ,000 G \ LOCUS INFORMATION TITLE REF: BK 18148 PG 010 SEPTIC TANK PARCEL ID: MAP 171 PAR. 082 CO rn SEPTIC SYSTEM EXISTING REPAIR PLAN WEL L I N G o LOCATED AT: 99 BERNARD CIRCLE (� J ;1 56 i L, = J_ CENTERVILLE, MA I I it PREPARED FOR 9 DANIEL JACOBS z AUGUST 17, 2015 ;-�t'� s z o t ,J.. I 1 cv o�> ! " I � OF SS DaR EN M. Gn I - 55 I � 1_P 'L I Iz 19. N 10 r' SIC MAW �` � SANITAR�a I MEYER & SONS INC. I t\ P.0. Box 981 EDGE OF PAVEMENT E. SANDWICH , MA 02537 3311PBERNARD CIRCLE PH. (508)360— LANBEN1H MARK fax (774)413_9468 SCALE: 1 in = 20 ft s meyerandsonstitle5@gmail.com TOP OF CONCRETE BOUND 0 20 40 55 46-, www.meyerandsons.com 0 10 20 BARNSTABLE GIS,OATU SHEET 1 OF 2 J#1491 ELEV. TOP FOUNDATION NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS (Existing) BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE FINISHED GRADE (56.0) = 57.95�•a�F.G.EL: 56.7 F.G.EL: 56.5 F.G. EL: 56.10 � VENT MAINTAIN 2% MIN SLOPE OVER LEACHING AREA :a :4 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1 it. F.GEL 54.08 `. STONE OR FILTER FABRIC /2" DOUBLE WASHED STONE 4" SCH 40 PVC :a 10"I 6 ®®®®- O ®®®E3 14 S= 1 (MIN. ®®®®®®1»®®®® TEE'S ARE TO BE INV.52.5(� ®®®®®®®®®®® ,.. .:4 4" SCH 4o PVC 2 E F. DEPTH ®®®®®®®®®®® :..•.A_•. INV.52.77 INV.52.30 q' 2 X 8.5' 4' ' GAS PROPOSED DB-3 EXISTING OUTLE .T BAFFLE EFFECTIVE LENGTH = 25' . . .:•._•.•., .:..•. . • .. • DISTRIBUTION BOX INV. 53.02 � (H20) INV. ELEV.= 51 .65 EXISTING 1 ,000 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON ���H �F Mgsf9� BREAKOUT OUTLET TEE AS MANUFACTURED BY y o ELEV.= 52.65 DARREN M. s TUF-TITE, ZABEL, OR EQUAL Y --4 TOP CONC. ELEV.= 52.65 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING ' `1 4 AN INV. ELEV.= 51 .65 qrEawamaao PIPE INVERTS PRIOR TO CONSTRUCTION - ®®®®®®2) D-BOX SHALL BE SET LEVEL AND TRUE TO �FG/STER GRADE ON A MECHANICALLY COMPACTED SIX SAN►TAR\P BOTTOM EL.= 49.65 ®®®®®® INCH CRUSHED STONE BASE, AS SPECIFIED IN1 i R375 5 FT. 3.75' 310 CMR 1s.TING 1 EFFECTIVE WIDTH = 12.5' 3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK WITH 1500 GALLON SEPTIC TANK IF FAILED, SEPARATION 5.05 FT. DAMAGED, NOT H2O LOADING, OR UNDERSIZED. SEPTIC SYSTEM PROFILE SOIL ABSORPTION SYSTEM (SECTION) 4) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE EL: 44.60 r GAS BAFFLE AS REQUIRED (500 GALLON LEACH CHAMBER) H p. GENERAL NOTES: SOIL LOGS DESIGN CRITERIA **NO PROPOSED INCREASE IN FLOW** 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL P#. 14768 NUMBER OF BEDROOMS: 3 BEDROOM DESIGN BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: JULY 30, 2015 SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE DESIGN PERCOLATION RATE: <2 MIN/IN LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 - 310 CMR 15.405 (1) (B): WITNESS: DAVID STANTON, BARNSTABLE B.O.H. DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D. 1) A 0.35 Fr. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING GARBAGE GRINDER: NO (not designed for garbage grinder) TO BE 3.35 Fr (MAX) BELOW GRADE VS REO'D 3 Fr. (H20/VENT PROVIDED) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR Elev. TP-1 Depth Elev. SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXISTING 1,000 GAL. SEPTIC TANK TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE TP-2 Depth 330) = 445.94 S.F. FILL DESIGN ENGINEER. 56.25 0" 56.10 FILL 0" LEACHING AREA REQUIRED: 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 74 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 54.75 18" 54.60 18" ' ENGINEER BEFORE CONSTRUCTION CONTINUES. A A 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. LOAMY SAND LOAMY SAND USE TWO (2) 500 GALLON (H20) PRECAST LEACH CHAMBERS W/ 4' 10YR 3/1 10YR 3/1 , , 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 54.09 26" 5394 26" HEALTH FOR PROPER STONE ON ENDS & 3.75, STONE ON SIDES: 25' L X 12.5' W X 2 D THE CONTRACTOR ER INSPECTIONS DURING CONSTRUCTION.R OWNER O NOTIFY THE LOCAL BOARD OF . B LOAMY SAND B LOAMY SAND BOTTOM AREA: 25 x 12.5= 312.5 SF 10YR 6/8 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 51.83 53" 51.68 10YR 6/8 53" SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED C C TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. PERC ® EL. 50.43 FINE - FINE - TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MEDIUM SAND MEDIUM SAND DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 2.5Y 6/6 2.5Y 6/6 CONSTRUCTION. 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 44.75 138" 44.60 138" 99 BERNARD CIRCLE, CENTERVILLE, MA 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY PERC RATE <2 MIN/IN. ("C" HORIZON) Prepared for: Jacobs 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. NO GROUNDWATER OBSERVED Engineering and Survey by: SCALEDRAWN 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. MEYER&SONS,INC. DMM 15. ALL PIPING TO BE 4" SCH 40 9 1/8"/F (UNLESS SPECIFIED) • 1, Darren M. Meyer, R.S.. CSE. hereby certify that 1 am'currently approved by MADEP pursuant to 310 CMR 15.017 POBOC9B1 N.T.S. t conduct soil evaluations and that been performed b me consistent with the o cirem a the above analysis has b p y DATE CHECKED SHEET NO. requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evai. Exam in October, 1999. EAST SANDWICH,MA02537 50"2-2922 08/17/15 DMM 2 of 2