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HomeMy WebLinkAbout4701 FALMOUTH ROAD/RTE 28 - Health 4701 FaFa of Road_(Rte 23) TOWN OF BARNSTABLE LOCATION q7U U y7-r—, SEWAGE#2,C7 VILLAGE If ASSESSOR'S MAP&PARCEL 00 01--011 INSTALLER'S NAME&PHONE NO. 30'- 4 2 g'. 7 7-'? f3.4- ,,V5 SEPTIC TANK CAPACITY d LEACHING FACILITY:(type) 3 - 50 G Ch g,01J, ,,.C- J(size) 3 NO.OF BEDROOMS y OWNER 4, ,,1 S�e-jotiy-�- PERMIT DATE: COMPLIANCE DATE: j - 1/ 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 -7 Of a r r \ID,oll i A 2,ZaL 4 9L 1 ;X . No. Fee computer:THE COMMONWEALTH OF MASSACHUSETTS Entered in Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS apphfation for Disposal *pstrm Cons ULtion 3permit Application for a Permit to Construct(4y'lRepair(�pgrade( Abandon( ) Complete System ❑Individual Components Location Address or Lot No.y,OI ©!/ r ,2$ Owner's Name, ddress,and 1`el.No. ✓aszio,y 9,,q/nFV Assessor's Map/Parcel c70 -0/ Sid In taller's Name,Address,and Tel.No.sor-4l a 9'1-4 Designer's Name Address,and Tel.No.f D$ os ejo67 O cQ!�Yl^OS �lr yF/^ Dh`s �Rr� Type of Building: Dwelling No.of Bedrooms y Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) L� 0 gpd Design flow provided 1441 gpd Plan Date Number of sheets Revision Date Title, Size of Septic Tank U 110A Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) p 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 He Si G�� Date Application Approved by Date. (`,8�M/0 Application Disapproved b Date for the following reasons Permit No. Date Issued,At elosa, r e No. _ -l4' 1 Fee ✓ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: } PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplitatlon for Disposal 6pstem �Const 6tlon i3ermit Application for a Permit to Construct(/ Repair(�Up-grade( tj�kbaridon( ) domplete System ❑Individual Components Location Address or Lot No. 'y7U/ O U �" 2 U �f''"'O7er's Name, ddress,and-Tel.No." Assessor's Map/Parcel 0 p _o/ ✓Q 5 C/01I L l /7 Installer's Name,Address,and Tel.No. 9 l38 Design � er's.N e,Address and Tel.No. Gfrvrc�i TI pe of Building: Dwelling No.of Bedrooms f Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) t� gpd Design flow provided y gpd Plan Date Number of sheets Revision Date Title l Size of Septic Tank 41d GJ 1/0/11 Type of S.A.S. �UQ � �n ( G, ,,i,. r/ Description of SoilpA Nature of Repairs,or Alterations(Answer when applicable)1-4,5r4 I Date last inspected: o Agreement: 1 M 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. j Signed- Date " wApplicationApprovedby / Date Application Disapproved by Date ' for the following reasons Permit No. Date Issued g CO/G THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( Repaired( 91 Upgraded( ) Abandoned( )by jl"Se-o� Z�e at 41/0/ oarl,= 2 7 �U/i/17 has been constructed in(arc dance y // with the provisions of Title 5 and the for Disposal System Construction Permit No.Z!J/(p-� / dated Installer , O-5,Ce,-� l�! ��/4i^`^a S Designer #bedrooms �/� Approved design�iow gpd The issuance o"this pe i shall not be construed as a guarantee that the system wil' function as designed. Date Inspector ------------------------------------------------------------------------------------------------------------- --------------------------- No. f Fee ( THE COMMONWEALTH OF MASSACHUSETTS - 8 PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Misposal 6pstem Construrtion hermit J� ' Permission is hereby granted to Construct O Repair Upgrade( ) Abandon( ) System located at �/��/ n O✓T= �i r �uTUfT and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her dlty to comply with Title 5 and the following local provisions or special conditions. Provided:Construc ion must be completed within three years of the date of this permit. Date // ���/�D Approved by r Town of Barnstable SINE A Regulatory Services Richard V. Scali, Director s"MSTABM M& ' Public Health Division j°rEn a9. Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 11 —2,(— 'Zz Sewage Permit# C Assessor's Map/Parcel W19 Installer& Designer Certification Form Designer: Installer: Installer: - Address: Address: On a 8 —16 was issued a permit to install a (date) (installer) septic system at 4r'421 t yvt�,1 � ?�' c based on a design drawn b I-C (address) � y M M l 4 b dated t v 2e-1 -t �-V t 1 —e - t 10 (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. I certify that the system referenced above was constructed in compliance with the terms of the UA approval letters (if applicable). Ili OF* dntaller's �o DAVIDD.Signature) FLAHER7Y,]R. No. 1211 0 �G/STE?' s Signature) (Aix Des` Kamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice formsWesignercertification form.doc i Town of B• rnstable P#_� /3a- Department of Regulatory Services U A6I$ Public 13ealih Division sate t�¢ �s$ 200 Main Street,Hyannis MA 02601 3 Date Scheduled Time_ ��'` Fee Pd. oil SrxitabilitysAssessraient fop Sew e �ispos l . 14 Performed B ! Witnessed By: i - LOCATION & GENERAL INFORMATION Location Address-- 41 O' F)tl- )VI /Rfe, Owner's Name CMUt 1 /vim I. Address Assessor's Map/114rcel: Do 0 I Engineer's Name Mere r. � Svv�S NEW CONSIRUtON REPAIR j Telephone# 570.� 3 O Land Use `�` ,( � N 1 I�' Slopes(90) te l' Surface Stones Distances from: ripen Water Body�` ft Passible Wet Area ft Drinking Water Well Q b ft ))rainageWay > ft Property Linerb ft Other ft SKETCH:(street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) I I Parent material(gedlogic) ` Depth to Bedrock Depth to Groundwater. Standing Water in Hole i Weeping from Pit Face -..�-- ----- ' I - Estimated Seasonal T#igh Groundwater Dnbs �( TION FOR SEASONAL HIGH WATER TALE Method Used: ! In. Depth standing in obs.hole: In. Depth to sell motthsc Depth to weeping from side of obs.hole i in. Oroundwater Adjustment Index Well# Reading Date Index Well level Ate;.factor,. _.� Adl+0roundwaterLevel,,e i PERCOLATION TEST ' Date T4211 - Observation Tithe at 9" .._- Hole# l' i t� • Time at b" ..-..-..-- Depth of Perc Time(9"-6") Start Pre-soak Time. 10 @ �u--- I End Pre-soak ': • Rite MinAnch ��" ' -• Site Suitability Assessment: Site Passed Site Failed;.________— Additional Testing Needed(Y/N) - Original:.Public k-141th Division Observation Hole Data To Be Completed on Back— ***If percolafi!it)n testis to be conducted within 100' of wetland,you must first notify the Barnstable C4z servation Division at least one (1)week prior to beginning. b `� _ Q V DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. :1 onsistenc %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.%Gravel) DEEP OBSERVATION HOLE LOG Hole#a t- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, o Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C nsisten Gravel) E Flood Insurance Rate Man: Above 500 year flood boundary No Yes 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 pe v'ous material exist.in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring p rvious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Departme of Envi nmental Protection and that the/above analysis was performed by me consistent with the requi t i g,expe ise qnd experience des lbed in 3.10 CMR 15.017. 33 Signature Date Q:\SEPTIC\PERCFORM.DOC �• r' T. �&t4 CERTIFICATE OF ANALYSIS Page: Barnstable County Health Laboratory E3t�. Report Prepared For: Report Dated: 4/28/2003 - Order- Number: G0319452 Joseph Barrett PO Box 44 , Cotuit, MA 02635 ` Laboratory ID#: 0319452-01 Description: Water-Drinking Water Sample#: 19452 Sampling Location: 4701 Falmouth Rd Santuit MA Collected 4/22/2003 Collected by: Joseph R.Bar C.0 to 11 Received 4/22/2003 Routine ITEM RESULT UNITS, MCL Method# Tested LAB: IC Lab Nitrates 1.4 mg/L 10 EPA 300.0 4/23/2003 LAB: Metals Copper 0.5 ,mg/L - 1.3 SM 3111B " 4/25/2003 k Iron 0.2 . mg/L ' 0.3 SM 3111B 4/25/2003 Sodium 3435 " mg/L 20 SM 3111B 4/25/2003 LAB: Microbiology Total Coliform Absent P/A Absent - 309 4/22/2003 LAB: Physical Chemistry Conductance 3930 umohs/cm EPA 120.1 4/22/2003 pH 5.4 PH-units _ EPA 15.0.1 4/22/2003 Note: Sodium levels are extremely.high. Those on low sodium diet should contact their physician. 7 Approved By: tiAl 11 OV 3 (Lab Director) EIVEU . ^ 4114.`.11i.'u :3,a 0 'y (jIAY 0.1 'L03 tIli j',?"I f r,t TOWN OF BARNSTABLE HEALTH DEPT. Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 . ' E""'�ti RECEIVE® . CERTIFICATE OF ANALYSIS ! �;Page: 1 ! MAY 1 �., 3 2003 Barnstable County Health Laboratory Report Dated: 5/9/2003 TOWN OF BARNSTABLE Report Prepared For: HEALTH DEPT. Order Number: G031 598 Joseph Barrett PO Box 44 Cotuit, MA 02635 Laboratory ID#: 0319598-01 Description: Water-Drinking Water Sample#: 19598 Sampline Location: 4701 Falmouth Rd.,Santuit MA Collected 4/30/2003 �/�, r collected by: Joseph Barret '\d L, Received 5/1/2003 Test Parameters ITEM RESULT UNITS MCL Method# Tested LAB: Metals Sodium 471 mg/L 20 SM 311113 5/2/2003 Note: Sodium levels are higher than average. Those on low sodium diet may wish to contact physician. 1 Approved By: (Lab Director) (, c c ni j Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Assessor's map and lot number ....1!2 ....Z. ...../ 41- (1 THE A.- jewa6e.�( - ,f -3�- 79 Permit number ........................................................ d� / Z i House number ...........A..� ,r!`!G.:KT.S._.......f1-..... B9HB9T4DLE, 1°�dyLc�S ocey,( • 9 Maea t��f OD i639. \0� 0 MPY p,. TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT `TOr.....0.019............................................................ ... TYPE OF CONSTRUCTION ..XY ... C ...l `.....fi �k � ... .1 ............................. ........... . .......191) TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....... LL''7ai.........F4m otVA.... n .... �5 1 U.4. .........!."1 �.....Q p. Proposed Use ...... w1.7� JAbS '_.. t�2. i .Vl� ................................................................... q i' J c. Zoning District .....73-u6...A-Li t!'.1.......... ...--Fire District .....Cr-4+u L,�..................................................... / Name of Owner ..�,��.�.p.../.T.1�:..... �LL:�. .�..........Address y 7Q./. �I.�i..... ........... ...... .. ................................. nn Address ................................`` Name of Builder .... .......... .................................................. .� Name of Architect ...................................:..............................Address .................................................................................... Number of Rooms ....... (,t1T....... Z.. ...........................Foundation ,'C?k1Gl: .... ................................... Exterior ......,... / �'i �...... ....................Roofin .....rf F .1 . ' �. Y�ICro 5j. }5t�c�. g $.p. .. ...5 l �9 Floors f. ........ ... ..........................................Interior .......(,t,ti� t> >wS�. Heating ......AL-1).41...........................................................Plumbing ...... �csllt ......................................................... Fireplace ......Ap.AZ...........................................................Approximate Cost ...I �,y. i...................................... Definitive Plan Approved by Planning Board -----------___----------------19_______. Area .... 5' .....j'. .. .. Diagram of Lot and Building with Dimensions 9 Fee .........r. : +...................... SUBJECT TO APPROVAL OF BOARD OF HEALTH Rte- Prop6,5ed LoA 1-X I-A`may 0Ccnu p t , S) mF 4}� r- Q� �1 ! �ck Ro � I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .... CR.l?!7 a................. LEGEND COTUIT 1n D PROPOSED CONTOUR p O A 9® PROPOSED SPOT GRADE �Q Q��`v ' 4 t UPO CB/D —— 98 EXISTING CONTOUR O�TF 'R— �Ov 28 J 11.45 + 96.52 EXISTING SPOT GRADE N �� O` \'` MHB W— EXISTING WATER SERVICE Q� V TEST PIT Q 00 L%2 4 SCALE: 1"=30' ....... RO _~ / >- I ca LOCUS `� < A a _z #4701 Q a B.M. TOF=s1.o WELL ' _x LOCUS MAP COR. GRANITE STEP LOCUS INFORMATION ELEV=500 PARCEL ID:. �1 , PLAN REF: MA. HIGHWAY L.O. 3430 TITLE RF: /y, 9/30 PARCELSS D: 1MAP/97PAR. 19 pf ZONING: "RF" ' FLOOD ZONE: "X" OD COMMUNITY PANEL:- 25001CO539J DATED:07/16/14 � 48rn SEPTIC SYSTEM rn PARCEL ID: p -- F; REPAIR PLAN 9/19 C3 J o o LOCATED AT: = AREA=40,667t S.F. _•.; 0.,' 4701 FALMOUTH ROAD COTUIT, MA. PREPARED FOR JOSEPH R. JR. & ANNE TO BE FILLED ;' BARRETT FRB, IN IF EXCESS DIRT 0 - i _ -- -- REV- NOV. 6, 2016 \; '' ; }_ _' OCTOBER 20, 2016 E OF TP-, •as-- RpEN- ,���' 9�y ,• ( � / G P o D R EN PARCEL ID: M 9/17-001 f v 40 cn I ANIT0,0' 141' i ca`ro. `J V�NEYA MEYER & SONS, INC. _--- GRAPHIC SCALE E`E�1R�SEMENT -- __---- -" P.O. BOX 981 30 0 15 30 60 120 _ EAST SANDWICH, MA. 02537 " PH: (508)360-3311 FAX: (774)413-9468 ( IN FEET ) meyerandsonstitle50gmail.com 1 inch = 30 ft. SHEET 1 OF 2 J 1856 NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GENERAL NOTES: TOF SEPTIC TANK GRADE SHALL NOT BE < EL:45.00 FOR A DISTANCE 15' AROUND THE PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BOX 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL EL.=51.Ot OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED S.A.S. BOARD OF HEALTH AND THE DESIGN ENGINEER. INSTALL RISER & COVER INSTALL A RISER OVER ONE CHAMBER INSTALL LOCKING COVERS IF AT FINISH GRADE SET TO 6" OF GRADE i (MIIN) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS AND SET TO 3" OF F.G. ' OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE F.G. EL.=49.2t �� LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: F.G. EL.=47.SOt F.G. EL: 48.25t - 310 CMR 15.405 (1) (8): f F.G. .EL: 48.0-50.0(MAX.) 1) A 2.50 FT. VARIANCE FROM 310CMR15.221(7) To ALLOW LEACHING 9" MIN COVER/ wxm TO BE 5.50 FT (MAX) BELOW GRAPE VS REQ-0 3 FT. (H20/VENT PROVIDED) 36" MAX COVER L = 15' L = 25'(MAX) 3. THE SEWAGE DISPOSAL SYSTEM SHALL_NOT BE BACKFILLEO PRIOR 0 S=1X (MIN.) EL=45.40t 0 S=19 (MIN.) 0 S=1% (MIN.) TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 4"SCH40 PVC - 4"SCH40 PVC 4"SCH40 PVC 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" DESIGN ENGINEER. STONE OR FILTER FABRIC DOUBLE WASHED STONE 4• ANY CONDITIONS ENCOUNTERED WRING CONSTRUCTION DIFFERING LLit0' - g FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN INV.=44.33 14 ENGINEER BEFORE CONSTRUCTION CONTINUES. -" 48"UWD INV.=44.08 ®��®® O El1®®® 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. LEVEL a a a a a a a a a a a 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF • GAS BAFFLE PROPOSED ®sal iow wa HEALTH FTHE OR PROPERINSPECTIONS DURING CONSTRUCTION. OF D-BOX INV.=43.75 eases®a®®aa INV.=43.93 DB-5 7. DWELLING IS SERVICED BY PRIVATE WELL WATER. PROPOSED 1.500 GALLON SEPTIC TANK S 1& 3 X 8.5' 3.25' 8. AREASDISTURBED DUuCONS BE RESTORED pSRBDp� B OWNER AND ED 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXIST. SEWER OUTLET EFFECTIVE LENGTH = 32.0 LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK. INV.=46.35 INV. ELEV.= 43.SO 10. EXISTING LEACH PITS TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5. ® INV.=47.1 4 REPLACE W/ CLEAN MEDIUM SAND PER TITLE 5. © INV.-46.7 BREAKOUT 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION EL. 45.0 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY .._TOP CONC. ELEV.= 44.5,0 AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY INV. ELEV.= 43.50 as 13. NO KNOWN PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING aaaaeae 14. ALL PIPING TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPEC. ) PIPE INVERTS PRIOR TO CONSTRUCTION ME3E3 a 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW 2 TANK AND D-BOX SHALL BE SET LEVEL AND BOTTOM EL.= 41.50rEF!FECTIVE ®6aalaaa FOR THE USE OF A GARBAGE GRINDER. TRUE TO GRADE ON A MECHANICALLY COMPACTED FT: 4 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED 'LEACHING SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN SEPARATION 5.00 FT. WIDTH 13' 310 CMR 15.221(2) SOIL ABSORPTION SYSTEM (SECTION 3) INSTALL INLET &GAS BAFFLE AS REQUIRED GES W/ SEPTIC SYSTEM PROFILE BorloM OF TESTHOLE EL: 36.50 (500 GALLON H2O LEACH CHAMBER) N.T.S. DESIGN CRITERIA SOIL LOGS. P :14924 # I, NUMBER OF BEDROOMS: EXISTING 4 BEDROOOM SOIL TEXTURAL CLASS: CLASS I (0.74 GPD SF) DATE: JANUARY 11, 2016 SOIL EVALUATOR: DARREN M. MEYER, RS CSE DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DAVE STANTON, BARNSTABLE HEALTH DAILY FLOW: 110 G.P.D. X 4 BR DESIGN FLOW: 440 G.P.D. � cy GARBAGE GRINDER: NO (not designed for garbage grinder) Elev. TP- 1 Depth . Elev. TP-2 Depth D RE RM' IC,, SEPTIC TANK: 440 gpd x 200% = 880 gpd USE PROP. 1,50OG SEPTIC TANK 48,70 A LOAMY SAND 0" 48.00 A o" �'i �11 LOAMY SAND LEACHING AREA REQUIRED: (440)/0.74 = 594.59 S.F. 48.03 10YR 4/1 8" 47.33 1OYR 4/1 8" USE THREE (3 4 500 GALLON H2O PRECAST LEACH CHAMBERS B L101R �OWYD B Llo� �D NGIIAR W 3.25' STONE ON ENDS AND 4' ON SIDES: 32' L x 13' W x 2' ' D PERC TEST O 25 46.00 C 24" 0 44.70 BOTTOM AREA: 32 x 13 = 416 SF Map MEDIUM 2.5Y 7/3 SAND SIDE AREA: (32 + 13) X 2 X 2 = 180 SF 2•5Y 7/3 TOTAL SQUARE FEET PROVIDED = 596 vs. 594.59 REQ'D . PROPOSED SEPTIC SYSTEM UPGRADE PLAN DESIGN FLOW PROVIDED: 0.74(596 S.F.) = 441 G.P.D. vs. 440 G.P.D. req'd 37.20 138" 36.50 138" PERC RATE <2 MIN/IN. ("C" HORIZON) 4701 FALMOUTH ROAD, COTUIT, MA NO GROUNDWATER OBSERVED Prepared for: Barrett System Design and Topography Plan by: SCALE DRAWN DATE • 1, Darren M. era R.S., CSE, hereby certify that 1 am currently a MEYER&SONS,INC. N.T.S. DMM 10/20/16 Mayer, Y Y approved by MADEP pursuant to 310 CMR 15.017 PO Box981 to conduct soil evaluations and that the above analysis hoeetbeen performed by me consistent with the E4STSANDW/CH,MA02537 REV DATE CHECKED SHEET NO. requirements of 310 CMR 15.017. 1 further certify that I hove passed the Soil Eval. Exam in October, 1999. 508-362-2922 1.1/06/16 DMM 2 of 2