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HomeMy WebLinkAbout0054 SWIFT AVENUE - Health 54 SWIFT AVENUE, OSTERVILLE A= 165 065 a 1 TOWN OF BARNSTABLE LOCATION SEWAGE# cf `//0 VILLAGE ASSESSOR'S MAP&PARCEL 1(A�"��e INSTALLER'S NAME&PHONE NO. >C`5 3 SEPTIC TANK CAPACITY I S= LEACHING FACILITY.(type) Arc `5 6 (size) NO.OF BEDROOMS OWNER C A'V. _ -e PERMIT DATE: 19," 15, COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to:the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility(If any wells exist on a* 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 BYe( .t ATwtyit4 rep B ioj-.4c Ir k ar i i7 ;3C71C ©bs P:r °br, p.1- R� I M1i,# No. a00 ! Ito Fee Vv THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpl tation for MispoBal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(grade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 5H Sw% i- aJ e C.W-d l l e Owner's Name.Address,and Tel.No. Assessor's Map/Parcel 1(951 02471 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. DouSlas _A 50 -400-7/5 ,��✓f,arr�r^'S wov/cg COV-Y77 -5-313 Type of Building: Dwelling No.of Bedrooms 3 Lot Size _/A qqC) sq.ft. Garbage Grinder( ) Other Type of Building #Dvse No.of Persons f Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 355, �3 gpd Plan Date IDS Number of sheets 7— Revision Date Title Size of Septic Tank J15M,Gt CA1nf0 Type of S.A.S. k G 3 G "C f I X 2 0l3 Description of Soil t �1i Nature of Repairs or Alterations(Answer when applicable) itJ`a�t,�t e. W SeyP)C, Vy OL 1SM9Ge0®rJ -Boy 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 Health. Signed Date Application Approved by Dated Application Disapproved by Date ��— for the following reasons Permit No, , c2001 - L (c) Date Issued ------------------------ - - - —- -- - - — .•."'-q^°--•w....r,,K.w..r-......r•...n.i,a.,_.. _ _._... ...—._-Y _ .._...._.,_._--.-... .._.m--.w-�..-....,.._...r-..... .�.—.-.n _ __...... __„ .. -.._..,.,,.....s..-...-.....,.... .�,.a.�. ,G, .��. No. doo ! — 111l] � � Fee /Uv THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for -Misposal 6pstem Construction permit Application for a Permit to Construct( ) Repair( grade( ) Abandon( ) ❑Complete System ❑Individual Components f Location Address or Lot No. 511 5w',�V 4 J 1F OgNr1✓j llr Owner's Y rl� Name,Address,and Tel.No. r�v �C � Assessor's Map/Parcel 1(� CuPLi P/ J Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 'Dov5l(.s A Taro o ) -l-r`1G� _ OD-7/S ENf/.,,rrd�%�S lvo✓Ic5 COELY77 -5'313 Type of Building: Dwelling No.of Bedrooms Lot Size /19,yyo sq.ft. Garbage Grinder( ) Other Type of Building kousp No.of Persons 1 Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 2)10 gpd Design flow provided S 3,:'! gpd Plan Date� of Number of sheets Z Revision Date Title Size of Septic Tank �y ,U CA'n,) Type of S.A.S. ft f C A(, N C G/ J,,C 2,F3 Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1r,1S�Y� t�7PtiJ 'Segt , 1SMCICtpON) ON S, A S Date last inspected: E 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 Heal h. Signed Date.' ate /2 /f" Application Approved by - Date 1 2 _/S (� Application Disapproved by Date for the following reasons Permit No. d Oo l ` y 1 o Date Issued 12 ' S ( THE COMMONWEALTH OF MASSACHUSETTS .a,/ BARNSTABLE,MASSACHUSETTS 4 Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(Upgraded( ) Abandoned( )by Lov s 4 /0",/j at 5-t/ 5,.r t F A J,p has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 61061^ �10 dated 1 1 S- Installer- e i c. A Designer Cnis i #bedrooms f, Approved design flows -1 53, 3 gpd The issuance of this SpermitCC shall not be construed as a guarantee that the system will functiln�as designed. n ( Date I�- i tl Inspector r/ - 009 No. '�OQ (p " L� �� _^ --_-------n, .- --�-....,-,-• ----•------------------------------_-_---_--=-_--=Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION_-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(+� Upgrade( ) Abandon( ) System located at T:t-1 5."A' Ave a ye d✓i 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 permit. Date )a - I S— 11 Approved by Town of Barnstable Regulatory Services Thomas F. Geiler,Director s Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: I;k-1 51 Qa Sewage Permit# 00 ` 0 Assessor's Map/Parcel Installer&.Designer Certil"ication Form Designer: vt q�A-e e MSS pt Installer: Address: n- W° Cr*4 i �-L k cA C<_tX Address: on AD,-)S.(2 9( n•A v�c._was issued a permit to install a (date) (installer) septic system at Jc- 5 vi ��' A vf, O r k rut, based on a design drawn by (address) dated (Z 2 U`l (designer) 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. Stripout (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. Stripout(if required) was inspected and the soils were found satisfactory. OFlygs�oy 9 PETER T. GN stall is Signature) o n�c E N TE E f CIVIL -0 9•No.35109 (Designer's Signature) (Affix De e) PLEASURETURN TO BARNSTAgILE PUBLIC HEALTH DWI S N. CERTIFI ATE CO LTANCEL OT BE ISSUED UNT1L BO F !g ; ; RECEIVED-BY T LE PUBLIC : �AL °B N. l'�K Yo . gAofflce formAdesipercw fication form.doc Town.:of:B.ar»sta.ble r# $ D partme e e nt.of Regulatory Services Public Health D>i on Date `` I . © 200 Main Street Hyannis MA 02601 t Date Scheduled Time r' ]Fee:Pd t,Oc�L�U Soil`Suitability Assessment for Se* ' ', !Up * osaI Performed By, �Pkl Witnessed By: 71, LOCATION.& GENERAL INFORMATION Location Address S Owner's Name a6,4 1.5�-e� ) Address C'a- 50< Assessor' Map/Parcel: ;'=6/_ n^ e OZS� �to� �� Engmeer s Name NEWCONSTRUCTION REPAIR '. Telephone#4 568--7_�'- (1(p�f' Land Use` es d`G-\ Slopes.(%) Z Surface Stones N` .4106, Distance's from: Open Water Body 7l y ft Possible Wet Area? �ft Drinking Water Well 7( ft Drainage Way 7 EI ft Property Line t ft Other` t� SKETCH:(Street name,dimensions of lot,exact locations of test-holds&.pert tests,locate wetlands in proximity t6holes) . g �, LU Parent material_(geologic) q �� Depth to 13®drock N ; Depth to Groundwater. Standing Water in Hole: �/� Weeping from Pit Face i• Estimated Seasonal:High Groundwater 13 Z '" DETERNIINATION FOR SEASONAL ffiG WATER TABLY Method used .Depth Observed standing in obs.hole: in, Depth to soil mottles Depth to weeping from side of obs.hole: y In GeoundwntCr AdJustmCflt v' fta� ' 3 Index Well.#" Reading Date: Index Well level ' Adj,factor Adj.'OWUndwaterLevel,,,,e "t PERCOLATION TEST Date T n e Observation Hole# �.. fTime at 9" Depth of Perc. Sr M y1 The at 6" �'t U Blatt Pre-soak Time® _ n A_ 4 End"Prc-soak Rate M' G2 m Jlnch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) • Original: Public Health Division Observtition Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1)week prior to beginning. Q:4S EPTIC�PERCFO RM.DOC DEEP.OBSERVATION HOLE LOG Hole#. 4 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface in. (USDA) (Munsell) Mottling (Structure,'Stones;Boulders. Gravel) 0 g toyer, 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) 0:.—$ 8`'-30'' �-S l Q` (Z— 30=132 c M 5 2•,�°f 4/y DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, 0 e DEEP OBSERVATION HOLE LOG Hole# Depth from. Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,.Stones,Boulders. Consistency, Qrayel)- Flood Insurance Rate Man: Above 5 , 00'year flood boundary- No.— Yes Within•500year;boundary No Yes Within no year flood boundary No � Yes. Death of Naturally Oecurrins Pervious Material Does at leastr four feet of naturally occurring pervious material exist in all areas observed throughaut-ehe area proposed for the soil:absorption system? y e J _— I. not,what.is the depth of naturally occurring pervious material? yCenceataon _ a soil evaluator examination approved by the I'cernfy that on 1)' (date)I have passed,the Department of Environmental Protection and.that the above analysis was performed by me consistent with . the required training,expertise and experience described in 110 CiVIR 15.017. Signature 17 Date Qi\S•BVnC\PERCPORM.DOC r :-a CERTIFIED SEPTIC SYSTEM REPORT LOCATION 54 SWIFT AVE OSTERVILLE, MA 02655 MAP 165 PARCEL 065 PREPARED FOR MS . JACQUELINE BASILIE 54 SWIFT AVE OSTERVILLE . MA 02655 Ulu MS . CATHERINE KELLY-MAHON P .O . BOX 5224 WAYLAND , MA 01.778 APR 1 $ 1995 PREPARED BY ADEPT. ��LE HILLIARD HILLER, JR. , 41 MAPLE AVE CENTERVILLE, MA 02601 508-778-1472 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Address of property 55� S4�/FT �!/F �'3T;a:'R</lL� owner ' s name /,111S, I);Ae of Inspection I"171,7c✓/ PART A CHECKLIST Check if the following have been done: r/ Pumping information was requested of the owner, occupant, and Board of Health. 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. N4 As built plans have been obtained and examined. Note if they are not available with N/A. V The facility or dwelling was inspected for signs of sewage back-up. The site was inspected for signs of breakout. p/ All system components, excluding the SAS, have been located on the site. c Poo t c oci�?S V/ The were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, maLerial. 'of construction, dimensions, depth of liquid, depth of sludge, depth of scum. _I The size and location of the SAS on the site has been determined based on existing information or approximated by non-intrusive methods. L�-' The facility owner (and occupants, if different from owner) were provided with information on the proper maintenance of SSDS . \r 8 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION FLOW CONDITIONS If residential _J number of .bedrooms / number of current residents garbage grinder, yes or no Vs laundry connected to system, yes or no A/o seasonal use, yes or no If nonresidential , calculated flow: ►Vater meter readings, if available: Last date of occupancy GENERAL INFORMATION Pumping records and source of information: _A.� System pumped as part of inspection, yes or no if yes, volume pumped _ Reason for puunpang : 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) Other. (explain) __ Approximate age of all components. Date installed, if known. Source of information: �o _ tom Sewage odors detected when arriving at the site, yes or no V (] 9 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued (locate on site plan) depth below grade: 8 �� material of construction: concrete metal FRP other(explain) dimensions: (e / vG�"7 /!il'��2T To . /7�`� 3�� ovTC.4°T /�ut.e> iy '�, o sludge depth distance from top of sludge to bottom of outlet tee or baffle O 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 relation to outlet invert, structural integrity, evidence of leakage, recommendations for repairs, etc. ) /s /I ?' 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. ) 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 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 leaching chambers and number 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. ) (locate on site plan) : number and configuration depth-top of liquid to inlet invert _ [?"g, y depth of solids layer O depth of scum layer o dimensions of cesspool _ ?I . " materials of construction _A3 X__r 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. ) lei .C�2�9.riGh PRIVY : OvfcR G,65G�jpG a&t �. (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, recommendations for .maintenance or repairs, etc. ) V 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 ' 6- Swims r PoRc// j_ W � C / �Ca i G o% le�r9Tfi�2 OvTA1 7-6 DEPTH TO GROUNDWATER -t-3.Co depth to groundwater 39•o 3-� method of determination or approximation: G.Poc%vo ����r9Tiyw ��� D�.Q,vST�v�L his = y7.i ?��Qwr�Tl'a H.G lirYr�aev PK4 9,-Ze ,16717 3G,f "<n,e,SXRvro L✓r9rx-4 r�r134-,E Fe-�[ vSGS rloti l s,I a 12 3 SUBSURFACE SEEPAGE DISPOSAL SYSTEM INSPECTION FORM PART C FAILURE CRITERIA' Indicate yes, no, or not determined (X, 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? Al Required pumping 4 times or more in the last year? number of times pumped A14 Septic tank is metal? cracked? structurally unsound? substantial infiltration? substantial exfiltration? tank failure imminent? Is any portion of the SAS, cesspool or privy: Al below the high groundwater elevation? _ Al within 50 feet of a surface water? /1/ within. 100 feet of a surface water supply or tributary to a surface water supply? _Al 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) ? _ V within 50 feet of a .private water supply well? 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. 13 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART D CERTIFICATION Name of Inspector /�/GG//9/?o NOGG �l� Company Name Company Address P o Qo1( a"!�-o Certification Statement I 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 maiitenance of on-site sewage disposal systems. Check one: 1� 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. I have determined that the system fails to protect public health and the environment as defined in 310 CMR 15 . 303 . The basis for this determination is provided in the FAILURE CRITERIA section of this form. .Inspector' s Si.gnaturc f �-r Ida to Original to system owner Copies to: Buyer, ( i.f. appl.i.cabl,e) Approving authority y KEY NUMBER <2399 > NAME <BASILE, JACQUELINE > B-C 1 B-C 2 B-C 3 B-C 4 STREET 54 SWIFT AVENUE ' CITY OSTERVILLE ST MA ZIP 02655-1442 REF 1 REF 2 PHONE ( ) - REF 3 REF 4 METER NO. < 2213> DATE READING CONS STREET <SWIFT AVE NO. 54> 12/31/94 0 13 CITY OST 0 ST LOC 12/07/94 0 0 PHONE ( ) - 12/07/94 421 13 06/30/94 408 12. ROUTE NUMBER 14 12/31/93 396 38� SERVICE DATE 03/21/62 06/30/93 358 14 METER DATE 12/07/94 12/31/92 344 19 CAPACITY 7 06/30/92 325 16_ STYLE T10 SIZE 1 RATE SCHEDULE KEY PIT PLASTIC NOTE RR RIGHT SIDE ADDITIONAL CONS 0 ALTERNATE MIN 0. E f' y� 3so� GAG r �w i' LEGEND OSTERVILLE N gg —— EXISTING CONTOUR MICAH)) x 100.98 EXISTING SPOT GRADE POND LOCUS ?G 2 —.6.-H.{W.-- OVERHEAD WIRES � FORTES WAY 63 ' W EXISTING WATER SERVICE osHu POND Qp Q Pg TEST PIT Lot E a A BENCHMARK s��,�• &a Lot 4 ° PROP. 40 MIL POLY LINER TOP EL.= 98.0 100,9 BOTT. EL.=96.0 100.70 �,a5" E ! LOAP CUS o S ALE N 2a 3 100.02 108.89' XIS 100,35 . .. • • • •.• � �SHED TING CESSPOOL GENERAL .NOTES: 1 e9e °f TO BE REMOVED 99,81Xc' TP-1 _ _ 6_1.2__ 00 - -- - NOTE 11) (SEE 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL _ BOARD OF HEALTH AND THE DESIGN ENGINEER. \+ =l-^� ��r- 1 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: TO'117-- q -310 CMR 15.405 1 b : �ca- loo. TP 2 0 0 o ioo,9"" �'°• .� BENCHMARK SET � �� � PROP. N o? Top of concrete at Bulkhead 2) A 5" variance, "septic tank to cellar wall(bulkhea,d;), for a 5' setback. Q=BOX N x 101.20 ) A 4' variance, S.A,S.. to cellar wall(buikhead), for a 16' setback. DECK Et..=101.39 (Assumed) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 100,19 I 101,13 I v1 TO INSPECTION AND APPROVAL BY THE BOARD :OF HEALTH AND THE DESIGN ENGINEER. 100,54 SEWER OUTLET '' w, 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING INV.=.98.98E Ln o FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Lin / wo` s ENGINEER BEFORE CONSTRUCTION CONTINUES. Lot 2 GARAGE 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 0 o -EXISTING Lot 5 o HOUSE (#54) 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF x 100.87 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF T.o, O.F.=101.40E - 100,16 rn` 101 11 a 4 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 100,18 x 100.31 �� J i 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. x x 100,21 9. ALL AREAS .CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS / AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE oA\ / Lot 3 ,� DIRECTED BY THE APPROVING AUTHORITIES. g 10,440E S�F'�� r 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY Man 165 �� LAMP 99.43 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING /rX, x; 99,72 CONSTRUCTION. ° Parcel 065 99'78 ; 11, WHERE REQUIRED,. CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 10 , PAVED `Q INTHE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 10 �� DRIVEWAY i REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). q \ L=110.00' 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE x 100,3� 9�,y R=635.09 INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. \\ � �. \ 99.39 99.15___�� --x 98.72 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 100.13 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. PAN* OF Mgss�� 99.95 99,57 Edge 99,20 of 98.98 Pavement 98,82 yG PROPOSED SEPTIC SYSTEM UPGRADE PLAN o PETER T. OWNER of RECORD 54 SWIFT AVENUE, OSTERVILLEO MA McENTEE V SWIFT A VENUE ( KELLY-MAHON, CATHERINE CIVIL `� { P.O. BOX 77 Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 o. 35109 4 OSTERVILLE, MA 02655 Engineering 9 g y En b SCALE DRAWN JOB. NO. F0 .oOF EG En 'I."=20' P.T.M. 225-09 PLAN REVISION Engineering Woks, Inc. ,LI f)' \ 12/15/09 - ADD POLY LINER pie 477 r 53131d Road, Forestdale, MA 02644 DATE P T QED 1 H O N20. k Al + NOTE: 'TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE 'SHALL NOT BE < EL.97,9 155• (3) 5" DIA.OUTLETS 18_��V' FOR A DISTANCE OF 15' AROUND THE I�--wI PERIMETER OF THE S.A.S. s SEPTIC TANK PROPOSED D—BOX PROPOSED S.A.S. 115.5- `� I 12" INSTALL-RISERS & COVERS OVER INLET & INSTALL INSPECTION PORT OVER END UNIT 6" e" OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & WATERTIGHT T.O.F. COVER SET TO 6" OF GRADE EXISTING F.G. EL.=101.0t F.G. EL: 100.1 t F.G. EL: 100.9(MAX.) Top View Section 2" H-10 LOADING MAINTAIN 2% GRADE (MIN.) OVER S.A.S. D—BOX INSPECTION L 10' ' Lm23' 3' ® S=1% (MIN.) ® S=1% (MIN.) ® S�=1% (MIN.) ." PORT 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 1o„ �— 6 10.38" TO I 14" INVERT INV.=98.75. aa" LIQUVE4 ADD POSED INV:=97.90 I 1 LEVEL, INV.=97.47 GAS BAFFLE INV.=98.07 P� INV.=98.50 12—Bo (1 ROW OF 12 UNITS AT 5.0/UNIT) + 1 SIDEPORT COUPLER 61.2' 1 '. 4 SOIL APSORPTION SYSTEM (PROFILES '�NLEN�ni°� PRQPOSED SEPTIC TANK 9.4s" ESTABLISH VEGETATIVE COVER . Y% BACKFlLL WITH CLEAN NATIVE OR 16 12.37" ITIE IN TO EXISTING 4" SEWER 'PERC SAND TO TOP OF CHAMBERS AT HOUSE, INV.=98.98t VERIFY N VER INVERT DOME END .. .. -LL NOTES: TOP ELEV,=97.93 HEIGHT INV. ELEV.=97.47 POST END 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 33.75" INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=96.60 NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT 2) SEPTIC TANK & D—BOX SHALL BE SET LEVEL AND 2.83 TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY TRUE TO GRADE ON A MECHANICALLY COMPACTED 5' MIN. ABOVE BOTTOM OF DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN T.P. EXCAVATION OR G.W. ( 4640 TRUEMAN BLVD 310 CMR 15.221(2). EXISTING SUITABLE HILLIARD, OHIO 43026 Is UWAW • 3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., EL=89.0 „ I MATERIAL ADVANCED DRAINAGE SYSTEMS,wC. Arc 36HC SIDE PORT COUPLER 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE USE 1 ROW OF 12—ADS, Arc 36HC UNITS + 1 SIDEPORT AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM PROFILE COUPLER IN TRENCH .CONFIGURATION WITH NO STONE 63.25" N.T.S. TYPICAL SECTION 16" DESIGN CRITERIA SOIL LONG 34.5" NUMBER OF BEDROOMS:' 3 BEDROOMS DATE:. NOVEMBER, 24,, 2009 (REF#12,778) SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: (PETER MCENTEE PE(SE#1542) WITNESS: 1DONALD DESMAR..AIS R.S. DESIGN PERCOLATION RATE: <2 MIN/IN I HEALTH AGENT TOP VIEW DAILY FLOW: 330 G.P.D.. ELEv. TP-1 DEPTH ELEV. TP-2 DEPTH —60 DESIGN FLOW: 330 G.P.D. 100.1 A - ;Q" 100.o A o" END CAP END CAP LOAMY SAND LOAMY SAND FRONT VIEW SIDE VIEW R AEND CAP GARBAGE GRINDER: NO A 4/2 99.4 _ 8" 99.3 . REAR/TOP VIEW 8' LEACHING AREA REQUIRED: (330) = 445.9 S.F. B B " LOAMY SAND LOAMY SAND NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL.MAY ` .74 1 0YR 5/6 1 DYR 5/8 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 97.5 30" 4640 TRUEMAN BLVD 3 ' PROPOSED D—BOX:: , 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED s7.5 c 1 C 3s" ®HILLIARD, OHIO 43026 Are 36HC DETAIL PERC ADVANCED DRAINAGE SYSTEMS,INC. USE 1 ROW OF 12-ADS Arc 36HQ UNITS _W/ 1 SIDEPORT COUPLER MED, SAND I PROPOSED SEPTIC SYSTEM UPGRADE PLAN IN TRENCH CONFIGURATION WITH NO STONE 2.5Y 6/4 MED. SAND 54 SWIFT AVENUE, OSTERVI LLE MA (GENERAL USE APPROVAL FOR 7.80 SF/LF IN TRENCH CONFIGUATION) + 2.5Y 6/4 Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 12 UNITS + COUPLER = 61 .2 FT - - 61.2' x 7.80 SF/LF = 477.4 SF 89.1 132" 89.0 1.32" Engineering by: SCALE DRAWN JOB. N0. PERC RATE <2 MIN/IN. ("C" HORIZON) Engineering Works, Inc. NTS P.T.M. 225-09 DESIGN FLOW PROVIDED: 0.74(477.4 S.F.) = 353,3 G.P.D. NO GROUNDWATER ENCOUNTERED 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 12/2/09 P.T.M. 2 Of 2