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HomeMy WebLinkAbout0121 LONGFELLOW DRIVE - Health 121 Longfellow Drive Centerville A = 189 — 111 S ME:A D No.2453LOR UPC 12SU ammd.com • Made in USA A R]8!lIS�N 1115 OOODIMT to SF� Of�fl*$RPW OMWMrR[q iBtlS 1A11MNSFiAOGWINLOW TOWN OF BARNSTABLE . LOCATION. -Q 0 UJ SEWAGE 9 7-0 l?j VILLAGE ✓1 r L ASSESSOR'S MAP&PARCEL �ll INSTALLER'S NAME&PHONE NO. CCt( W Ev1 7J-8i77 SEPTIC TANK CAPACITY 1000 ccJ LEACHING FACILITY:(type) olCb eta C11kffibe�3 (size) /3e JL X a5�_ NO.OF BEDROOMS 3 U rl-ao OWNER Fr trj A `6' Ahr y ' lep S y 1^ 1 cL ic, PERMIT DATE: I a- /I- 20 !3 COMPLIANCE DATE: la .l /,3 Separation Distance Between the: N C�o rovhe(ww"f ed` Maximum Adjusted Groundwater Table to the Bottom of Leaching Facilityerr_"1twcd e/3a Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility)e Z" Feet FURNISHED BY CAp•P,,.� Necy �i2L'� `L� f, A=-4=37 ' [IjD 6-1=37, , e, No. 43 r Fee /00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yer ' PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftpl LAtion for Vspo8AY *pstrm Construction permit Application for a Permit to Construct( ) Repair(K) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ta.i L2l%�VeL,_dcoWkW t Owner's Name,Address,and Tel.No. 5�/�3a4 LAC.E►Jtt �C �RebME ,tstA" Sf � Assessor's Map/Parcel � [[ (X Installer's Name,Address,and Tel.No. 50S-411 -S-$_l1 Des' ner's Name,Ad ress and Tel.No. O'�i 4 T7 3 l3 dAPcwcoc �teeWUS&S L,Lr. 04;�&J c �c�c i�v e aLi<S=z.JG i 4 s e o t a-t;e)re:RO�S�e •4cC Type of Building: Dwelling No.of Bedrooms , 3 Lot Size (b,Ooo sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3t gpd Design flow provided 351,3 gpd Plan Date _I oL— t L ao[s Number of sheets Revision Date Title Size of Septic Tank [ , Dd(7 Type of S.A.S. (.A) .50o CA4f_,Q0 Description of Soil N Jri y(� it) /o 6&AVEZ. �SC�n �� pcA`\/ Nature of Repairs or Alterations(Answer when applicable) USG E}C( -r t Y. k 1000 ��y�-F�(•OAV c��'�1r((_ CAIrW6025' We,i 4- Y ` OP Sep 2c�vfJ�(tUK;� 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 ( s ®l Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued � ) N.�'t//3 —�/ Fee v V THE COMMONWEALTROF MASSACHUSETTS Entered in computer: Ye .- PUBLIC HEALTH DIVISION -tOWN�O�F BARNSTABLE, MASSACHUSETTS 01pplication for Disposal 6pstem-Construction Permit Application for a Permit to Construct( ) Repair K) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.!Z I t r Owner's Name,Address,and Tel.No. yP-3A u4 Assessor's Map/Parcel �q ' (( I a, L Q 0GA7-EU X1t)bV-. C S: jcIL 4 Installer's Name,Address,and Tel.No.508-'477-'Z-$7j Designer's Name,Ad ress and Tel. o.5 O$<<I-??-53 i 3 L'A P6W t 06 e6JT921X1 S'E5 C... WGd�J �t:-,c Zv DR-t< =IN)C, 15?) C:ROSSR RD Fc�t �4C-C Type of Building: Dwelling No.of Bedrooms .3 Lot Size 1000 sq.ft. Garbage Grinder( ) Other Type of Building Q IM(D E-�ITI!Q t. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3so gpd Design flow provided 3571 3 gpd Plan Date I;;L-- j/-a0(3 Number of sheets Revision Date Title 1 a.! Lo Nery:�&7—" J DRIU G ! A Size of Septic Tank Type of S.A.S.( 2) .500 C '•00 <,fWW6dY-S Description of Soil 's -��iJri 010 �Qr4 &-L Qp ,-5q,—n2(4 � PLAtJ Nature of Repairs or Alterations(Answer when applicable) (,�Sfd �)C(ST t l:.t',r 1000 �'-y LOcGJ SC I tr,, CEbfi4M6WS (vr n4 t bF rE}{�►f c� C'�4-tT= SyRtZckii��tY. � Date last inspected: Agreement:. he undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in, . r accorda cn e 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. ' Sig ned Date Application Approved by ` Date Application Disapproved by Date for the following reasons a 1 ` Permit No. /3'1 I P Date Issued ,i l 1 1 ✓, 3 TIFi F COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired()) Upgraded( ) Abandoned( )by Cl1; Gw c-- e�JT02?Q 6 t-9 U4. at 134 Lc)&FC=C L0U-) Oki d6KJ7Z9Z0/L.L1:—: has been constructed in accordance l with the provisions of Title 5 and the for Disposal System Construction Permit No�/5-�1 A ed Installer &jU T?E!QPd(sEi9 Designer ?OG/e16, l,t!� OLKS #bedrooms :3 Approved design flow gpd The issuance of this permit shall not be onstruec,as a guarantee that the system wil 41c, n a+s de ignned.Date � 7�7 Inspector / 1,''l ;Lti ' i 0 !l;I l�v�iflt p1 ----------------------------------------------------------------------------------------- - No.�)l J - � (�'� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction 3permit Permission is hereby granted to Construct( ) Repair(& Upgrade( ) Abandon( ) System located at 11( &r-r-e ELL-&- j Dp' (U L' C,5�j7E�C.Y l U-A5, 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 a completed within three years of the date of this permit. Date Approved by Town of Barnstable ��FZHE Tqy, Regulatory Services Richard V, Scali, Interim Director * Baxt+srnBU, ; 9 KAM. Public Health Division 59. 1% Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: VZJ V7 111 Sewage Permit# 2v 13 `74 3 Assessor's Map\Parcel Designer: i5o 0 n &J,04.s c Installer: 6,ne, -,dl.e n use Address: ! Address: s3 CaM.tK��Gad ��— �ore f V24I+ On tot-11 - 20 f� GvL 1P� was issued a permit to install a (date) (installer) septic system at l Zl La.,Az 'Dr. Gar• based on a design drawn by (address) - (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. 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 system referenced above was constructed in comp ' with the terms of the IAA approval letters (if applicable) gi OF��, PETER T. ler' WENTEE U � stals Sign e) CIVIL f esigner's Signature) ix Designer's ) 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 i ALTH DNiSION. THANK YOU. QASeptic\Designer Certification Form Rev 8-14-13.doc Town of Barnstable P# Department of Re&atory Services - : auwsT"L% Public Health Division Date MAM A a639. 200 Main Street,Hyannis MA.0260I Date Scheduled_ �. Time Fee Pd. Soil Suitability Ads sment for Sea e Dis os Q/ Performed By: r �-� L— �n.�,P Witnessed By: �� ! LOCATION & GENERAL INFORMATION Location Address Owner's Name F'izLl)=—A lC J�R3JAu4 I L'oo(s�6LWQ) DR.6—:Mcz Address (r)-J &O AJ&re .e.cate..� DD-. l C1 C I CANT y r Lc C .Assessor's Map/Parcel: Engineer's Name °�p�--t„�t�� ����, NEW CONSTRUCTION REPAIR _ Telephone# 5DS - 4`7 7—'—Q"j -7 Land Use r4AX,itb n,'�L Slopes(g'o). _ �' Q ^ Surface Stones Distances from: Open Water Body ft Possible Wet Area N •�— ft Drinking Water Well �t Drainage Way ft Property Line C Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) cb Jp­ v Parent material(geologic) O`3 k.>c'. Depth to Bedrock Depth to Groundwater. Standing Water in Hole:` Weeping from Pit Face 1% Estimated Seasonal High Groundwater G.U r -t—J, �r ' C7 Lo �_. DETERMINATION FOR SEASONAL.HIGH WATER TABLE —z � Method Used: Depth Observed standing in obs.hole: �. In, Depth to soil mottles: In, Depth to weeping from side of obs,hole: in, Groundwater Adjustment ft. Index Weil# Reading Date: Index Well level Adj,factor— Adj,Groundwater]level `'". PERCOLATION TEST mate Time Observation Z Hole# t Time at 4" Depth of Perc `s! ro T►rne at G" Start Pre-soak Time @ �r► ' sue_ f �U. ( Time(9"-6") End Pre-soak O ` CJ ct`Lo,:�3 Rate Min./Inch 2 Site Suitability Assessment: Site Passed�i 2• Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Bo 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:\SEPTIC\PERCFORM.DOC DEEP.OBSERVATION MOLE LOG Mole# t Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones,Boulders. onsistency.%Gravel) A `S c Ca j/(71 z .S� Cc .DEEP OBSERVATION MOLE LOG Dole# "2_ Depth from 'Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) `(Munsell) Mottling ' (Structure,Stones,Boulders. onsisten % ray 3© s� old �l rZ -Fly DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%G DEEP OBSERVATION HOLE LOG ' Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Flood Insurance hate Map. Above 500 year flood boundary No— Yes AL Within 500 year boundary No Yes Within L00 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious ipaterial exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervio s material'? Ceitification I certify that on I (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 required trainin expertise and experience described in 510 CNM 15.017. Signature Dateg . Q:\SEPTIC\PERCPORM-DOC TOWN OF BARNSTABLE LOCATION /��/ �dtJ�/�E<<o� �1�� _SEWAGE IV VILLAGE -C-Z rlE „sf/E- ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO._ (b CS SEPTIC TANK CAPACITY /061 657- (size) LEACI-IING FA.CILITY:(type) NO. OF BEDROOMS_3_PRIVATE WELL OR PUBLIC WA.TER_pw_S 0 :BUILDER OR OWNER F-kZ:a(" DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED_ "`7. VARIANCE... GRAN'.fED: Yes _No- �adssaa t N mlio .9trusn-3 ti.o , �. 3 r. TOWN OF BARNSTABLE LUC;ATION � 1� � 2.i Lam, v.� SEWAGE # K VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY 0 0 U LEACHING FACILITY:(type) (size) NO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER wMg BUILDER OR WNER> -S,&D �1 DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No 0�v 00& Cu T � jt i 1'�OI�Se ` � i 1{ � .. 1..• . �'1 �: �. =- 3 �' .� M1 } LEGEND -- -- EXISTING CONTOUR ROTE x 100.98 EXISTING SPOT GRADE ® o zaolG -&.H--*- OVERHEAD WIRES LOCUS EXISTING SEPTIC TANK -G - EXISTING GAS SVC. t�1 (TO REMAIN) -W- EXISTING WATER SVC. rge INV.(OUT)=41.5.f EXISTING ABANDONED CESSPOOL TEST PIT a` b� TO BE REMOVED, IF NECESSARY BENCHMARK ��� ° kb\ Q� o n' yQ BENCHMARK Rd Coy/Conc.Bulkhead s Rye` EL.=44.31 Bumf p� VENT Y SUIy3F�j2PIN S 45'43'30" W _T 3,11 43.90 100.00' o Bumps River Rd 4 INN TP-1 T E 25 LOCUS MAP -.. �•- 1 H L TREE SHED ::PROP. A.S:# ;:�T + NOT TO SCALE 42.32 x P .- / 1 93 �5?�0 GENERAL NOTES: .:. 42,54 L..-_•.;.:� :: .", .�1 l 4,31 2 - 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL -I- 43.38 4 85 BOARD OF HEALTH AND THE DESIGN ENGINEER. EXISTING LEACH PIT _- 43,96 44,70 TO BE PUMPED, FILLED WITH i - 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS \ / 43.66 , OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE SAND AND ABANDONED. i x 49 / `` LOCAL RULES AND REGULATIONS, EXCEPT AS REQUASTED BELOW: UNSUITABLE SOILS WITHIN 41 93� < 42 �r 43.31 310 CMR 15.405(1)(b) CONTENTS OF LOCAL UPGRADE APPROVAL: 5 FT. OF S.A.S. SHALL BE x m ` t 1) A 3' variance to maximum cover requirement of 3', for up to 6' REMOVED AND REPLACED-SEE Z a- DECK I z of cover, maximum. S.A.S. shall be vented. S.A.S. shall be vented. NOTE 11. _4 �� 43.6 43,57 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR pt O ' 1 1 O TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 1 1 O O DESIGN ENGINEER. (AO 1 1 1 O �'� 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING W O 1 1EXISTING O FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 1 HOUSE(#121) t ENGINEER BEFORE CONSTRUCTION CONTINUES. 1 Q T.O.F.=44.61 x 44.76 5. ALL ELEVATIONS BASED ON ASSUMED DATUM (SAME AS PLAN OF RECORD). ' 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 42.91 i x 44.OE THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 40.92 43,49 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 43.09 43�90 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. \ \ I c 43,37 LOT 30 / 8. THERE ARE NO.WELLS WITHIN 150' OF THE PROPOSED S.A.S. \ !7 / 41,41 x 44,69 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS M B 189-1 11 1 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 40,68 \ x ` DIRECTED BY THE APPROVING AUTHORITIES. 10,000S.F. \ PAVED. .':, 43.99 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY x 42,56 - \ THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING \ . ` ;.. O AMP \ 1 CONSTRUCTION. SURVEYPIN X 1,DRIVEWAY,:; :. \ \ I 11, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 1 \ 100.00 \ 1 I 45�AP IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND �0 Of 40S9 40.45 Nr5�4377­_E SURVECYPIN REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). G PULE 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE o PETER T. y INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. McENTEE edge of pavement 43.58 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND CIVIL "' 39.58 41.07 42.59 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. No. 35109 Ago �£c/SAER�° �� PROPOSED SEPTIC SYSTEM UPGRADE PLAN LONGFELLOW DRIVE 121 LONGFELLOW DRIVE, CENTERVILLE, MA Prepared for: Capewide Enterprises, p 153 Commercial St, Mash pee, MA OWNER OF RECORD , Engineering by: SCALE DRAWN JOB. NO. SYRJALA, FREDERIC A & MARY ELLEN Engineering Works, Inc. 1"=20' P.T.M. 264-13 121 LONGFELLOW DRIVE 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. CENTERVILLE, MA 02632 (508) 477-5313 12/11/13 P.T.M. 1 of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED i FINISH GRADE SHALL NOT BE < EL:39.0 SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE 25'--'i INSTALL RISERS & COVERS OVER INLET PERIMETER OF THE S.A.S. - - -- -- AND SET TO 6" OF FINISH GRADE. PROPOSED S.A.S. I� PROVIDE ACCESS TO GRADE OVER OUTLET COVER PROPOSED D-BOX PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" PR . S.A.S� N 26, INSTALL WATERTIGHT RISER & T.O.F.=44.6t COVER SET TO 6" OF GRADE OF FINISH GRADE 'FOR INSPECTION PURPOSES CHARCOAL VENT F.G. EL.=44.0t F.G. EL.=44.Ot F.G. EL.=43.St F.G. EL.=43.St MANIFOLD ALL 44,6' 2O /MAINTAIN 2% GRADE (MIN.) OVER CHAMBS.A.S. v! O�ERS � W lb CC L = 20' L = 13'(MAX.) DECK ® S=1% (MIN.) @ S=1% (MIN.) 4"SCH40 PVC 4'SCH40 PVC 17 RRaGiaeR 14" m9a6ma0 EXISTING 48" LIQUID maaaBaa LEVEL GASABAFFLE " 5.2' 4' EXISTININV.=40.17 PROPOSED INV=4000 INV.=41.5f D-BOX VE WIDTH = 13.2' Q HOUSE(#121) EXISTING W/INLET TEE INV.=38.50 Q T.O.F.=79.0.E EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-20 RATED TOP CONC. ELEV.=39.3t BREAKOUT ELEV.=39.0 Ream NOTES: INV. ELEV.=38.50 mamma mamma S.A.S. LAYOUT 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BOTTOM ELEV.=36.50 ease mamma INVERTS, PRIOR TO INSTALLATION. 4' 3'X 8.5'=17.0' 4' 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' ON A MECHANICALLY COMPACTED SIX INCH CRUSHED PERVIOUS MATERIAL STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. SEPARATION TO G.W. LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., TP-1, EL=32.3 - ®®®®®® ® ®®® 4) CONTRACTOR SHALL INSTALL AN APPROVED GAS 3/4" TO 1-1/2" DOUBLE ►- 37" BAFFLE ON THE OUTLET TEE. WASHED STONE w ® N z ®��®®® ® ®®®® SEPTIC SYSTEM PROFILE 3DOUBLE WASHED STONE/2- N.T.S. (OR APPROVED FILTER FABRIC) 0-1 102" SOIL LOG DESIGN CRITERIA DATE: DECEMBER 9, 2013 (REF. P#14,240) 4" KNOCKOUT NUMBER OF BEDROOMS: 3 SOIL EVALUATOR: PETER MCENTE PE, (SE#1542) 20 DIA. COVER WITNESS: DONNA MIORANDI R.S. HEALTH AGENT SOIL TEXTURAL CLASS: CLASS I ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 4" KNOCKOUT 4" KNOCKOUT 62" DESIGN PERCOLATION RATE: <2 MIN/IN (0.74 GPD/SF LOADING RATE) 43.3 A 0" 43.4 A 0" DAILY FLOW: 330 GPD SANDY LOAM SANDY LOAM DESIGN FLOW: 330 GPD 42.8 10YR 4 2 6" 42.9 10YR 4 2 6„ 4" KNOCKOUT GARBAGE GRINDER: NO B B LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF SANDY LOAM SANDY LOAM 500 GALLON CAPACITY, H-20 LOADING .74 GPD/SF 40.8 C1 10YR 5/6 30" 40.9 C1 10YR 5/6 30" CHAMBERS EXISTING SEPTIC TANK: 1000 GALLON CAPACITY SANDY LOAM SANDY LOAM PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS 1OYR 5/4 1OYR 5/4 PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 38.6 56" 38.9 54"SAND SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES C2 C2 PERC 121 LONGFELLOW DRIVE, CENTERVILLE, MA SIDEWALL AREA: 2 13.2' + 25.0' X 2 = 152.8 S.F. MED. SAND - MED. 54"/66" BOTTOM AREA: ( 13.2' x)25.0' = 330.0 S.F. 2.5Y 6/4 2.5Y 6/4 Prepared for: Capewide Enterprises, 153 Commercial St, Mashpee, MA 10% GRAVEL 10% GRAVEL Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:..............................................................482.8 S.F. 32.3 132" 32.4 132" Engineering Works, Inc. N.T.S. P.T.M. 264-13 DESIGN FLOW PROVIDED: 0.74 GPD/SF(482.8 SF) = 357.3 GPD NO GROUNDWATER EST. DEPTH TO G.W.=28't(G.I.S.) 12 West Crossfie►d Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. PERC RATE: <2 MIN./IN. (508) 477-5313 12/11/13 P.T.M. 2 of 2