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HomeMy WebLinkAbout0043 PHINNEY'S LANE - Health 43 Phinneys Lane Centerville A=209 - 050 UPC 12534 .2-153LO R�r No. c) - OM _ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: J Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Disposal 6pstem Construction 3pffmit Application for a Permit to Construct( ) Repair("'Upgrade( ) Abandon( ) ❑Complete System Ejol�dividual Components Location Address or Lot Noyy3)9jivv-rvCrs �4F Owner's Name,Address,and Tel.No. 6!V,0 r1 v11/C � Assessor's Map/Parcel A 01 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building (�S�C�N�G� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided `3 q$ ,.7 gpd Plan Date `3 17 I Number of sheets ;tl Revision Date Title Size of Septic Tank e X 15f' mk {�,,�7t( Type of S.A.S. -A- Description of Soil Nature of Repairs or Alterations(Answer when applicable) t�S�t rA Z'w r7-\6cly a,3F) r4c,A,c§ Llnw-.hp(s a 5 s1A bw n, no,) tot" 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. Signed Date 3 ^1 "1 5 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Z-r! ( p 0 1/ Date Issued y '� ,... �_. ♦.'�`'"0+�"� yk..r. .. .. .,+.. . 'ir,r _ ,.. .. ..5.i nT' ,--.'Y}L.r•iC.-rr!'i.-,',F.�t,,.E..r,y,...._e . .'r.. No. y.( Fee. IDO A ' THE COMMONWEALTH OF MASSACHUSETTS `"' Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplication for Misposal Opstem Construction Permit Application for a Permit to Construct( ) RepairP(_1 Upgrade( ) Abandon( ) ❑Complete System ©endividual Components Location Address or Lot No Yy tv Aty,5 Ca�P Owner's Name,Address,and Tel.No. JJt MG't 1c.NV Assessor's Mao/Parcel l — Q5-Q Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of.Building: Dwelling No.of Bedrooms `` Lot Size `.�I , SC�Q sq.ft. Garbage Grinder( ) Other Type of Building ( No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ­6 3 O gpd Design flow provided 3 9$ ,`7 gpd Plan Date '3 t 7 Number of sheets a L Revision Date Title 11 Size of Septic Tank X f SF1 N� tc'.uJ�� Type of S.A.S. Description of Soil's. Nature of Repairs or Alterations(Answer when applicable) tN�}�,�� rA N Cw F)J,poy C g) SYoo -~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. Signed__,.j1 4% GT i Date 3 -1112 'I Application Approved by ® �/m n r P T Date Application Disapproved by Date f for the following reasons Permit No. a t - U(� Date Issued V_ _ q THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS BARNSTABLE, Certificate of Compliance r THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( )by,!--,)o.x,\ c S A �. (�. � �r,1 C --�- - at 9 3 01 A Ar./�> V dv Lo,.A od")M P has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 204-O V dated V-.2 -/,F _ v Installer s A Designer •E N �,e�X p•/�nf (m ar.(lC #bedrooms Approved 3 _. Pp design flow �.�� gpd. The issuance of this permit shall not be construed as a guarantee that the system will functi ' s designed. `w Date .'�a�"k's=a" Inspector ..,�,,•��ltM..�If..Th.L..,_..•�".-..."'.' 0 No. -� o� -���1 -�,_- _.. ,.. Fee �ud, THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Zisposal &pstem Construction Permit Permission is hereby granted to Construct( ) Repair( •�' Upgrade( ) Abandon( ) System located at 14 3 P6AN-r,.-<, �u 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. If Provided:Construction must be completed within three years of the date of this permit. r. Date l' o f Approved by t C 1 t i Town of Barnstable 4f1ME TO • "� Regulatory Services 1 Richard V. Scali, Interim Director BnRMSfnsLE, ;'. �0� Public Health Division lFornat° Thomas Mi ci(ei n,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Sewage Permit# Assessor's MapTar.cel Designer: eri j,,ee�''�n�, nnWo rats, j n C Installer: A Address: 12 W, Crt, Rcl Address: IRUi-- -k-3e"X K5— On '�( �A ` ���'1- ` was issued a permit to install a (date) (installer) septic system at 4 3 10 ,� �1 V1.e� 'C 60 (fe,'L 4� based on a design drawn by ei e r �C +tee � - (address) y Ev y-r►e_e_ri^nc) WbrLo s /K C , dated !7 ) (designer) ' 1 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 (Le. 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. l certify that the system referenced above was constructs nce with the terms of the I\A approval letters (if applicable) nar PETER T McENTEE - CML (installer's Signature) NO.35109 rSTEA�� (:Designer's Signature) (Affix Designer tamp 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. Q:1Scptic\Designer Certification form Rev 8-14-13.doc TOWN OF BARNSTABLE N� LOCATION ���titi b4tJC SEWAGE # 93 - l VILLAGE CCf,��/�Z1J�ud ASSESSOR'S MAP & LOTcAd -U-Z INSTALLER'S NAME & PHONE NO. 6J SEPTIC TANK CAPACITY &,'e LEACHING FACILITY:(type) iWf-jLi�1i2� �v�S (size) / �2 NO. OF BEDROOMS PRIVATE WELL O BLIC WAT�ER .. BUILDER OR OWNER G/1—7/0"&-p DATE PERMIT ISSUED: �`�3A-3 g DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes �No�) �� .- 0 - 3 ' o �. {�� , ti TOWN OF BARNSTABLE LOCATION q 5 P ,vevri S SEWAGE# aQW-0F3L4 VILLAGE(�c�N�Ply� l ASSESSOR'S MAP&PARCEL, INSTALLER'S NAME&PHONE NO.'—Tk,�,�G5 � L,w A ic `3 7N C SEPTIC TANK CAPACITY LEACHING FACILITY:(type) �Uo4 j &C � (size) NO.OF BEDROOMS OWNER Mae i640 PERMIT DATE: COMPLIANCE DATE: 1-1 Separation Distance Between the: NoNe uF T'loA e Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility : prc 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 BY7c 30 a"r if A7 3 i i THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH a PPROM TOWN OF BARNSTABab10Ca Appliration for Uiip.aial WorksftM4oR Application is hereby made for a Permit to Construct ( ) or Repair (D< an Individual Sewageisposal System at: ................_...................................P�'''� 5...._.G�i1 L����-----------_... .........-•-•••------...........-------------•------------------------.....------------...._------ ocation- ss or Lot No. OwnerAddr............................................... -------------------- ----•-------------------..._.. ...................... Installer Address UType of Building --,:? Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures -----------------•---------••------...---....-----•-••-.------ W Design Flow...............J�.._..._............_.gallons per person per day. Total daily flow..._.__...... .......... WSeptic Tank—Liquid capacity/0 ®...gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. ......... ........ Width......... ...... Total Length...-? d_2STotal leaching area....................sq. ft. Seepage Pit No-_-_--------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) a Percolation Test Results Performed by.......................................................................... Date.----------............................ Test Pit No. 1--_--_-----__-minutes per inch Depth of Test Pit.................... Depth to ground water....................... f� Test Pit No. 2................minutes per inch Depth of.Test Pit.................... Depth to ground water-.__-_---_---__-----___. ..--•-----------------------------=•----•----------------...-----•-----...---....---•--•-•--...............---------------...------•-•---..........--•.------ 0 Description of Soil....................................................................................................................... x M w U Nature of Repairs or Alterations—Answer when p licable_./ _.. . 0 add .......- ------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complian ha bee iss he b ar of health. 7 Signed ------ . .. ............ �_ Application Approved By ......... V ... ........................... . .. .. Application Disapproved for the following reasons: .................... ............. ....................................................... ................................... ....................... ......................... ........... ................................ ..................................... ........................................................ ....................................... Dare PermitNo. .... ��. .. .... .................. Issued ------------. ...........--......... Dace C No.. .-._. �... C `� .� ✓ C� /Fmc ...... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Bispuaal 10orkii Tnnitr ti �nVamit a - 3 - ,2 Application is hereby made for a Permit to Construct or Repair (� an Individual Sewage Dis posal System at: ..' <. :�_ PX j r")'vim �` --...•--• ...........•. -••-••-•...... --•---•••-------------••-•••••••••••--•-•...-•••-•----.......-•--••-•..._----••.......--•-•-•••••. location-Address or Lot No. .._.... ./T/ ,_dre. ---. .. .4, IL------------------•-- ------.........------........-----...----- -•--•---•----•--.....•............---.....---- Owner Addres a ------...& acv. ......C?o��i--/LL)car11�J -7(9-5 �k�,Cs�f .._ Z.��......_ ... ...... ! ...._._.. _y..................... � Installer Address Type of Building Size Lot----------------------------Sq. feet I•—. Dwelling—:No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) d Other fixtures w Design Flow............... _.__.______._..____gallons per person per day. Total daily flow................ - _d_.•..............gallons. W Septic Tank—Liquid capacityl�9_®._.gallons Length-------......... Width................ Diameter---------------- Depth................ x Disposal Trench—No........../........ Width.......... Total Length_...=-.-?r_:?STotal leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................ PLI Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 .-••-••--•••-••------•-•••••••••-••-••••--•-•--•••••--•------•...••-•-•......---•-- 0 Description of Soil........................................................................................................................................................................ U -••-••-•-•----••-•••-•----•-•--••--•--•-----••-•--------•-•-•-•--•---•--------------•--------------------•--------------------------------------------•••-•----------------•--•------------------------ w x --------------------- ---- --- U Nature of Repairs or Alterations—Answer when applicable.__/ _. -•• 0 �, -P-..................... �t QU'L /................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliant'ha bee issued�-y­he b and of health. Signed .....�>---------- -- ----------- ---- -------------------------- ................ /�----------- Date ApplicationApproved By -r-� ------------------------------------------------------------------- ------- _3.,.�3. Date Application Disapproved for the following reasons: .. ......................... .................................... . ........................ ........ ........-- -------------------------------- ---- ------------- ----- ------------------------------------------------------ -- 1 Date Permit No. . ---r------Lyl.... .......... Issued -----...-----....... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Cer#ifira e of Contyliance THIS IS TO CERTIFY, That th. Individual Sewage Disposal System constructed ( ) or Repaired (�) by---------------_----------------.--------------------......-- ...x�G_ti'��CC� - ..... C d Aj � �vCwro r .............................. ...................................................................... Installer at Gii�/�nJnU E C'E � CfJ ti...... has been installed in accordance with the provisions of TITLE 5 of The Sty ate Environmental Code as described in the application for Disposal Works Construction Permit No. ......f..,3......1.?........... dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. --� DATE.. Inspector ......`��y�---------------------------------------------------------------------- C THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH C) No... v _ L,��y TOWN OF BARNSTABLE .t` l FEE... .......... Uhipomt lVarkn &e.Ilej-j Tnno ii / C.=v.vs trudion rrntit � i� Permission is hereby granted --------1&67 C16••-------------------.--- -•----•-------------------•---------- ---------- -.......... ----------- .......... to Construct ( ) or Repair ('A an Individual Sewage Disposal System at No......................................•-•••--• �!c 3..... --'�--�--�-i�./�l E L-J_S I9 wJE �C --................................................................. ........................ .................... Street qq L as shown on the application for Disposal Works Construction Permit No., 3::._!__.. Dated.......................................... ..................................................... _ ................................... Board of Health DATE.........._�_1_ ...2. .1 .------... . � { �............-...... FORM 36508 HOBBS&WARREN.INC..PUBLISHERS —— 98 —— EXISTING CONTOUR ` x 100.98 EXISTING SPOT GRADE W PROPOSED WATER SVC. 4) h G Long EXISTING GAS SERVICE i LOCUS � •o —6tH.W— OVERHEAD WIRES �� 0a o n �j TEST PIT x+ BENCHMARK i Qjo� LEGEND S, st o 182'.±' X. 36.86 38,32 EXISTING S.A.S. 37.57 x 4M6 -43.71 PARCEL ID: 209-050 LOCUS MAP TO BE ABANDONED OR REMAIN �F� ` \ NOT TO SCALE CONNECTED W/BULL RUN VALVE 0 -----__ �y� 21,500 f SF .37.00 + 1 39,14 42.25 x 9\` x 44.80 � , I-- — I 1 37.76 x EXISTING SEPTIC TANK \ —,8——— 36,81 �(TO REMAIN) � 39.44 — 42,00 x .3 TOP OF TANK, EL.—34.79E ,v \ x _ 42,47 � —— —— — —— INV.(OUT)=33.46t \ 36. 4 PATIO — — fence fine OYP•) 36.77 _ —— cfl 1 O .. 36,55 ... .. .. . .... + + . . . SHED + T 1 f 20' /EXISTING " — :, HOUSE#43� GRAVELISTONE,: : "::DRIVEWA-Y:-".• =.. /.'.% O Q'\ T.O.F.=37.7ti bh 7 :"' 3-745__ a Z .94.+ 36.01 70 3 3.4 9 x a STpNE — I 37, y W \ PROPOSED VENT BM x 38.00 PLACEMENT MAY VARY \ - * 36,17,. APPROXIMA TE LOCATION -�—_—36.63 <. r F OL BURRED PAVED 35JO 35,77 � I O D0 — aw 0DRIVEWAY x 34,25 \� _---- ���J2.87CB �� --- N — 341 M 11 / 31,46 CB � x 3311 �32,66 Q199 2 3 1t —=� _ S/pEWgLK rr tie wol/ — — SIDEWALK • 3 4 ET 30,10 ed ge avemen, t ` 30.41 OF Mass BENCHMARK 9 P� 30,40 TOP RT. COR./BOTT. STEP o PETER T. ti� EL.-36.63 PHI NNE Y S LANE PROPOSED SEPTIC SYSTEM UPGRADE PLAN McENTEE CIVIL 43 PHINNEY'S LANE, CENTERVILLE, MA o. 35109 Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 GISTE�`�� F� OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. FERRARO, THERESA A " C/O MARIANO, THERESA Engineering Works, Inc. 1 =20' P.T.M. 118-18 43 PHINNEY'S LANE 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. /�1� o CENTERVILLE, MA 02632 (508) 477-5313 3/17/18 P.T.M. 1 Of 2 q NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=31.0 FOR A DISTANCE OF 15' FROM THE EDGE SEPTIC TANK PROPOSED D-BOX OF THE PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER `Z� 9 PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE INSTALL RISER & COVER OVER EACH CHAMBER AND / /EX/ST/NG T.O.F.=37.7t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT I `3A91 HOUSE 43 F.G. EL.=36.8t F.G. EL.=36.5t F.G. EL.=35.9t5. mm F.G. EL.to 36 Of INSTALL CHARCOAL VENT N� h 228• T.O.F.=.3 f, bh fMAINTAIN 2% SLOPE OVER S.A.S. j 4 N L = 18' j a L = 5' 59.8® S=1% (MIN.) ® S=1% (MIN.) 2" LAYER OF 1/8" TO 1/2" ems_ 47.5 s' . ` 4'SCH40 PVC 4"SCH40 PVC DOUBLE WASHED STONE �12,8 10"1 6 aaaSB®a (OR APPROVED FILTER FABRIC) t a" aaaaaaa EXISTING Q. LIQUID eaaaaaa ---3/4" TO 1-1/2" DOUBLE LEVEL WASHED STONE SEPTIC LAYOUT ADD INV.=32.17 PROPOSED 4' 4.8' 4' GAS �� D BOX INV.=32.00 EFFECTIVE WIDTH INV.=33.46f 3 OUTLETS (FIELD VERIFY) H-10 RATED INV.=30.50 EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS GENERAL NOTES: SURROUNDED WITH STONE AS SHOWN H-20 RATED 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL NOTES: BOARD OF HEALTH AND THE DESIGN ENGINEER. 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & TOP CONC. ELEV.=31.6t 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. BREAKOUT ELEV.=31.00 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE INV. ELEV.=30.50 qV 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE LOCAL RULES AND REGULATIONS. ON A MECHANICALLY COMPACTED SIX INCH CRUSHED aaaaa 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR STONE BASE, AS SPECIFIED 310 CMR 15.405(2). BOTTOM ELEV.=28.50 mm 4' 2 x 8.5' 4' TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4' OF NATURALLY OCCURRING DESIGN ENGINEER. 4) GAS BAFFLE TO BE INSTALLED ON OUTLET'TEE PERVIOUS MATERIAL EFFECTIVE LEN .6' 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING AS MANUFACTURED BY TUF-TITS, ZABEL OR EQUAL. 5' (MIN.) ABOVE G.W. FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN LEACHING SYSTEM SECTION BOTTOM OF TEST PIT, EL.=23.5 ENGINEER BEFORE CONSTRUCTION CONTINUES. - 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. SEPTIC SYSTEM PROFILE 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. SOIL LOG 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS DESIGN CRITERIA AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DATE: FEBRUARY 26, 2018 (REF#15,593) DIRECTED BY THE APPROVING AUTHORITIES. SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY NUMBER OF BEDROOMS: 3 WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) ELEV. TP-1 DEPTH ELEv. TP-2 DEPTH CONSTRUCTION. DESIGN PERCOLATION RATE: <2 MIN/IN 35.5 0.. 35.0 0" 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND DAILY FLOW: 330 GPD 33.5 FILL 24„ 32.8 FILL 26„ REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). DESIGN FLOW: 330 GPD ALOAMY SAND ALOAMY SAND 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE GARBAGE GRINDER: NO-not allowed with design 10YR 4/2 10YR 4/2 INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF B 33.2 B 28" 32.5 30" 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND LOAMY SAND LOAMY SAND NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. .74 GPD/SF 10YR 5/8 10YR 5/8 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 31.5 C1 48 30.8 C1 50" SYSTEM COMPONENTS NOT SHOWN ON THE PLAN PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED PERC USE 2-500 GALLON LEACHING CHAMBERS IN SERIES M-C SAND 54"/72" PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 10YR 6/6 10YR6 6 43 PHINNEY'S LANE, CENTERVILLE, MA 10% GRAVEL 10% GRAVEL SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. SCALE DRAWN JOB. NO. 24.0 138' 23.5 138' Engineering by: TOTAL AREA:.............................................................. 471.2 S.F. NO GROUNDWATER, PERC 'RATE: <2 MIN./IN. Engineering Works, Inc. N.T.S. P.T.M. 118-18 DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 3/17/18 P.T.M. 2 of 2