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HomeMy WebLinkAbout0038 PATRICIA STREET - Health 38 PATRICIA STREET CENTERVILLE A _ 246 - 054 N S M EAD KEEPING YOU ORGANIZED No. 12534 2-153LOR OSURT.ATINABLE MIN.RECYCLED INITIATIVE CONTENTiO% WOW Fiber Souraiap POST-CONSUMER wwwApropram.arp SF41M MADE IN USA GET ORGANIZED AT SMEAMOM j 1Xa No. a Z - 69 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS YeS 21pplitation for MispoBar 6pstrm Construction 3permit Application for a Permit to Construct( ) Repair(''f Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Addre s or Lot No. l�1 C I r� ${ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel a q G —©ij L/ Ohr;ettl Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 13U&),-1 T4 c Sbg_q0-7/ )N jnrtc'®t NS Oolkf Type of Building: Dwelling No.of Bedrooms 3 Lot Size // 6V sq.ft. Garbage Grinder( ) Other Type of Building �p5ld(4Vf1d No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided_ 3 t/�,7 gpd Plan Date�T2��/y Number of sheets off- Revision Date Title Size of Septic Tank /d V/SO 6I0kb fiCAak Type of S.A.S. S wJm z//�/CruP Description of Soil N/0 Nature of Repairs or Alterations(Answer when applicable) it —Q IAWJ 9- - o socQ�d!l� rLdI r�i� Flo s �- 4 v 4A�,✓ 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 Date 1-1 7 Application Disapproved by Date for the following reasons Permit No. 7.01-o - /O q Date Issued Z No. Q I n Fee / Go THE COMMONWEALTH OF MASSACHUSETTS Entered in compute PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitatiotl for Disposal 4_ pstem Construction pertnit Application for a Permit to Construct( ) Repair(�'}� Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. I Ce')v(Q41V, 3 trrcl� S+ i Assessor's Map/Parcel o kl6 -p 5-L/ Obf;enl Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. t Type of Building: _ Y r Dwelling No'of Bedrooms 3 Lot Size //,s M sq.ft. Garbage Grinder,( ) , .Other Type of Building t p5ljetyi No.of Persons Showers( )?Cafeteria( ) Other Fixtures Design Flow(min.required) 3'3 Q gpd Design flow provided ;3NFq,'a �" � gpd"-- . - i ,�,,.,. Plan Date /t1,�Q?..��y Number of sheets Revision Date Title -f Size of Septic Tank ITT)1<Z CrfA6 -rClrA Type of S.A.S. gjjM- 4w, Description of Soil j -' Nature of Repairs or Alterations(Answer when applicable) �,.�fu1J s i l l S"7�C) /l--/D ,e #rn/,� D,C - YJ bw r tn�c� g —bA1tn <"C7rs 0t,f/,AJ /�AtpMI� 'S —AJ/Lh 0 0�9we 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 art no to place the system in operation until a Certificate of * Compliance has been issued by this Board of Health. Signed a/ _ Date `wApplication Approved b}% Date (" Application Disapproved by Date for the following reasons , Permit No. 7 o 7 o -- U y Date IsNsued y)6 h�-,'y'-_,_rj ------------------------------------------ - --- - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifitate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( )`i Repaired(4_� Upgraded( ) Abandoned( )by V A,-wly l-mG 1� at •3 ' 4+ K tk Si- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.50 Z 0 "ILAdated 14/#awn Installer , 1`�/pk.✓N Designer 1�::. #bedrooms ?, Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the syste *will-�fu ction as d{esi�gg ed. \ Date / ,/ � Q Inspector 1� \ ---------------------------------------------- ---- -------- ---- = ----------------------------------------------- No. 2b Z® '0 1 Fee AP 160"o THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Gonstruttion 3permit _- -- Permission is herebyanted to Construct. Re air 1 U ade -granted );:;. - p . (- ')/ -, pg (. .) 4bandon(^ System located at � YUfrll-r�ii',1 //•,rfi/fY1/fr ' 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 (�+�,QZ ! Approved by (t `Y t TOWN OF BARNSTABLE LOCATION '��i"$L SEWAGE# 2090 16N VILLAGE Cwj,6 & ASSESSOR'S MAP&PARCEL 1 yG -pS�f INSTALLER'S NAME&PHONE NO. j�,/1 ,TjU^y1 =W T(:�e SEPTIC TANK CAPACITY /T-0015oo combe)iyok I QC 7' LEACHING FACILITY:(type) S6 1Wmhtys (size) .12,�3�C f NO.OF BEDROOMS 3 g a OWNER PERMIT DATE: COMPLIANCE DATE: /0 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 BYd .A 5 k1 f1j TNC 38 D 3c"-3 ' G yq1-S — ��`G11 s - 2ko s G Town of Barnstable oF�Ht:ram, ' h� tiT Regulatory Services Richard V.Scali,Interim Director ' BARNSTABLE, 1' . �00p Public Health Division pTfO MA't� Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Design er Certification Form Date: 41 Sewage Permit# 090,2 _-0 t� Assessor's Map\Parcel P�3ec NCC�te-e (), Designer: c ,� e�—;n� A,'(r rl c Installer: 57,< 13,^a jQ v\ Address: Address: 6 _GG IC , 4t S I--es 14L Le.J'1'1 A `t?zb 32 On 1y//, �20 7 � rz'`''� (11C was issued a permit to install a I` ate) (installer) septic system at &,n� , based on a design drawn by j (address) e:,/19'In 221rO) , :1V3;,-Z<sr fhb dated / I Zz l 19 (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 with the terms of the I\A approval letters(if applicable) � PETNTE� !� nstaller's Signature) " NO%L 35109 4 (Designer's Signature) (Affix Designe ere) 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:'.Septic',vesigner Certification Form Rev 8-14-13_doc Engineers note:This certification is limited to an as-built inspection of system components as installed prior to backfill.The engineer did not supervise construction of the system.The installer assumes responsibility for all materials,workmanship,backfilling to specified grades with proper compaction and setting risers,covers as shown on the design plan. — 98 ——EXISTING CONTOUR LOCUS N x 100.98 EXISTING SPOT GRADE o v PG 73 ' W EXISTING WATER SERVICE �. o Wy r. � PB j 16- , G EXISTING GAS SERVICE s t —�//. ► — OVERHEAD WIRES TEST PIT Chadwick Ave EXISTING CESSPOOL BENCHMARK - Craigville Beach Road TO BE PUMPED, FILLED WITH LEGEND a SAND AND ABANDONED, OR L 0 REMOVED. s s GCeeo Dues D y O m m m N 5'09'50" E Maple Street _ 105.28 X 115.00' 102.69 X LOCUS MAP �'-25' 211FORCE MAIN � '0 NOT TO SCALE r io4 6-- N PROPOSED SEPTIC TANK/ 104 ��:: ' �' . . .. ,;�-' GENERAL NOTES: i l PUMP CHAMBER \ N O Q TP-2 X / / I 1500/500 GALLON 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL : ..:<: PROPOSED S.A.S. .• 103,0 Q BOARD OF HEALTH AND THE DESIGN ENGINEER. 2-500 GALLON CHAMBERS X 99.22 / SURROUNDED W/4' STONE 11 --I TP-1 100.5 / 1 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 103,01 X ,� ��rr�� I OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE X _J�� 25' LOCAL RULES AND REGULATIONS. 103.42 �.- 100. BENC D CORK 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR W TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 102 _ PAVER WALK / X 9�,74 EL.=100.94 DESIGN ENGINEER. w 100,88 BM DECK // w 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING a RINSE 100,84X BH 100,94 / FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN O X O ENGINEER BEFORE CONSTRUCTION CONTINUES. O O EX( SEWER ♦ g22 O O 5. ALL ELEVATIONS BASED ON AN ASSIGNED DATUM. +O O INV.=99.0' ( O LO O I O 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF N .EX/STING 98,34 `° N HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. HOUSE(#58) 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. T.O.F.=101.55f �'. / 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. �1* 97.21 / 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS IN, o / AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 1 '> 6 6J LOT �2 DIRECTED BY THE APPROVING AUTHORITIES. GRAVEL• 1 1,500/ f 6 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY OF THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 000.00 99.28 .6kiVtWAY l �Qsx� MAssgc9 CONSTRUCTION. 1 � R T. 11. WHERE REQUIRED CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS • PETE o I " / McENTEE �-' IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S:A.S. AND �c 88 97,84., 97, 9'. J X 9 .38 CIVIL �" REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). No. 35109 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 115.00' INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. G/STF�`O 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 7 24 S 15 9'50 �. NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. 98,03 CATCH .BASIN edge of 9&60 pavement 99.95 C 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC 98.72 99.05 �`� SYSTEM COMPONENTS NOT SHOWN ON THE PLAN PARCEL ID: 246-054 PATRICIA STREET T PROPOSED SEPTIC SYSTEM UPGRADE PLAN 38 PATRICIA STREET, CENTERVILLE, MA a Prepared for: D.A. Brown, Inc, P.O. Box 145, Centerville, MA 02632 OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. OBRIEN, MAUREEN A TR 1"-20' P.T.M. 252-19 Wal J OBRIEN & M E OBRIEN TRUST Engineering Works, Inc. 19 PARKMAN STREET 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. NATICK, MA 01760 (508) 477-5313 10/22/19 P.T.M. 1 of 2 NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=101.5 FOR A DISTANCE OF 15' FROM THE EDGE OF THE PROPOSED S.A.S. PROPOSED SEPTIC TANK/PUMP CHAMBER PROPOSED D-BOX PROPOSED S.A.S. PROVIDE RISERS WITH APPROVED FRAMES & COVERS INSTALL WATERTIGHT RISER & INSTALL RISER & COVER OVER ONE CHAMBER AND OVER EACH ACCESS MANHOLE AND SET TO FINISH COVER SET TO 6" OF GRADE SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT EXISTING GRADE. MANHOLES BROUGHT TO GRADE SHALL BE 38 SECURED TO PREVENT UNAUTHORIZED ACCESS. F HOUSE .G. EL.=103.8t TO 104.8f I' F.G. EL.=104.8t T.o.F.=101.6t f MAINTAIN 2% SLOPE OVER S.A.S. F.G. EL.=100.8t F.G. EL.=t00.Ot PROVIDE ENOUGH WIRE r 9 °.. BACK OF HOUSE EXISTING SLACK TO REMOVE PUMP L =52' 40 PVC L = 11'((MAX) DECK BH RlN S=1% (MIN.) TOP EL.=99.09 2" SCH 4"SCH40 PVC)) 2" LAYER OF 1/8" TO 1/2" PROVIDE THRUST BLOCKS S=t% MIN. DOUBLE WASHED STONE 4"SCH40 PVC AT ALL BENDS D^. 6° aaB aaa (OR APPROVED FILTER FABRIC) �Rs, S`S S' as aaa 6 0. TF,�'S ARE TO BE Ea96aIa -3/4" TO 1-1/2" DOUBLE 2 INVERT 4 SCH 40 PVC / INV.=101.30 INV.=101.13 L 4' 4.8' 4' WASHED STONE ;, O• �, =98.00 PROPOSED D-BOX (ZABEL OR Eoura)• 6 OUTLETS (MIN.) EFFECTIVE WIDTH=12.8' AM&AIM BOTT. EL=93.42 INV.=97.75t INV.=101.00 I T CONNECT TO EXISTING INV.=97.75 2-500 GALLON LEACHING CHAMBERS (PROPOSED S.A.S.Iai SEWER OUTLETS EFFLUENT FILTER SHALL BE INSTALLED ON OUTLET SURROUNDED WITH STONE AS SHOWN INV.=99.Ot TEE AS MANUFACTURED BY ZABEL OR EQUAL. FILTER (VERIFY) SHALL BE INSPECTED AND CLEANED ANNUALLY. H-10 RATED f -- 25'---I (See Pump Detail, Sheet 3 of 3) 3" LAYER OF 1/8" TO 1/2" 500 GALLON SEPTIC TANK PUMP CHAMBER DOUBLE WASHED STONE 1 f TOP CONC. ELEV.=101.8f OR APPROVED FILTER FABRIC) H-10 TANK BREAKOUT ELEV.=101.5 NOTES: INV. ELEv.=101.00 aaaam S.A.S. LAYOUT 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE a®eases®aaa INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.= 99.00 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' 2 x 8.5'=17.0' 4' TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH=25.0' PERVIOUS MATERIAL STABLE BASE OR OR SIX INCH AGGREGATE BASE, AS 5' (MIN.) ABOVE G.W. ®®®® 0 SPECIFIED IN 310 CMR 15.221(2). LEACHING SYSTEM SECTION ®®®®®® ® ®®®® 33 „ 3) INSTALL INLET & OUTLET TEES AS REQUIRED. ADJUSTED GROUNDWATER, EL.=93.8 3/4" TO 1-1/2" DOUBLE Of ®®®®®® ® ®®® Ell 4) AN EFFLUENT FILTER SHALL BE INSTALLED ON OUTLET TEE WASHED STONE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. N Z ®�® SEPTIC SYSTEM PROFILE 102" SOIL LOG DESIGN CRITERIA DATE: OCTOBER 22, 2018 (REF#TPT-19-169) 4" KNOCKOUT SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 20" DIA. COVER NUMBER OF BEDROOMS: 3 BEDROOMS WITNESS: DAVID STANTON R.S. HEALTH AGENT / SOIL TEXTURAL CLASS: CLASS I ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH / 4 KNOCKOUT 4" KNOCKOUT 58„ DESIGN PERCOLATION RATE: <2 MIN/IN 103.0 q 0" 103.4 q 0" 0 DAILY FLOW: 440 GPD LOAMY SAND LOAMY SAND 10YR 4/2 10YR 4/2 DESIGN FLOW: 440 GPD 102.5 B 6" 102.9 B 6" 4" KNOCKOUT GARBAGE GRINDER: NO-S.A.S. NOT DESIGNED FOR GARBAGE GRINDER LOAMY SAND LOAMY SAND 10YR 5/8 10YR 5/8 LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 101.0 24" 101.1 28" 500 GALLON CAPACITY, H-10 LOADING .74 GPD/SF PERC C CHAMBERS PROPOSED SEPTIC TANK/PUMP CHAMBER: 1500/500 GALLON 30'/48" PROPOSED D-BOX: 1 INLET, 6 OUTLET (MINIMUM), H-10 RATED M-C SAND M-C SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 2.5Y 6/6 z.SY 6/6 SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 935 ADJ. X 4 110" 93.g ADJ. X 4 115" 38 PATRICIA STREET, CENTERVILLE, MA REDO REDO SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. 92.2 STDG. GW _ 130" 92.1 STDG. Gw 135" Prepared for: D.A. Brown, Inc, P.O. Box 145, Centerville, MA 02632 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 91.5 138" 91.9 138" Engineering by: SCALE DRAWN JOB. NO. PERC RATE <2 MIN/IN. "C" HORIZON N.T.S. P.T.M. 252-19 TOTAL AREA:.............................................................. 471.2 S.F. Engineering Works, Inc. STANDING GROUNDWATER @130" (EL.=92.2) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD ADJUSTED GROUNDWATER @110" (EL.=93.8) (508) 477-5313 10/22/19 P.T.M. 2 Of 3 20" DIA. COVERS (TYR) NEMA 4 JUNCTION BOX CORROSION RESISTANT 12'-2" PROVIDE WATERTIGHT CONCRETE RISER WITH & LIQUID-TIGHT CABLE CONNECTORS SUPPORTED SECURED FRAME & COVER TO GRADE BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE WATERTIGHT. AN SJE RHOMBUS-JB PLUGGER OR EQUAL IS RECOMMENDED. PROVIDE ENOUGH WIRE F _F t I SLACK TO REMOVE PUMP I I I I HOISTING CABLE 7x19 STAINLESS STEEL INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING I I I ( I 1/8" DIAMETER. / 1,760 LB. STRENGTH. WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM A I I I I A (TO BE INSTALLED IF QUICK DISCONNECT IS NOT INSTALLED) FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANEL 6'-8" I I \ I I ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. I I I INV.(IN)=97.75 2" BALL VALVE (FIELD ADJUST FOR 20 GPM RATE) (INSTALL QUICK DISCONNECT FOR EASY REMOVAL) I I I I ALARM ON EL: 95.25 2"SCH. 40 DISCHARGE (THROUGH RISER-SEE PROFILE) I i I I PUMP ON EL: 95.00 2" 90' ELBOW W/ 1/4" WEEP HOLE FOR SELF-DRAINING FORCE MAIN — t— — — — — — —J BOTTOM OF PUMP OFF EL: 94.42 18 15" 2" SWING CHECK VALVE PUMP CHAMBER 1"1 2" SCH. 40 PVC DISCHARGE PIPE 4" KNOCKOUTS PLAN VIEW ELEV.= 93.42 (TYP.) ADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE PROVIDE 2 FLOATS: 4 (TO PREVENT PREMATURE PUMP BURNOUT) 4" 20" DIA. COVERS FLOAT NO.1: PUMP ON/OFF-SJ RHOMBUS (PROVIDED WITH PUMP) (TYP.) DISC FLOAT NO.2: ALARM ACTIVATION FLOAT-PROVIDED WITH ALARM PANEL LIBERTY SERIES PUMP .4 H.P. 115 V (ON SEPARATE CIRCUIT FROM PUMP SPECIFIED) WITH 2" DISCHARGE, OR EQUAL 5 PUMP CHAMBER, PUMP & ACCESSORIES AVAILABLE AS A UNIT CAPE WINWATER WORKS CO., HYANNIS, MA. (508) 862-0166 4" INLET KNOCKOUTS NOTE: APPROVED ALTERNATE MAY BE SUBSTITUTED. 5,-8„ 4" OUTLET 3„ 4„ KNOCKOUTS 4.7.. PUMP DETAIL 4'-3" SUPPORT LIQUID (SEE NOTE 3)� .e COMPARTMENT BEAM LEVEL ALL AVAILABLE 4„ CROSS SECTION A-A 1-4" POLYSEAL INLET WT of H-10: 18,852 LBS. BUOYANCY CALCULATIONS 3-4" POLYSEAL OUTLETS SPECIFICATIONS NOT REQUIRED-HIGH GROUNDWATER MINIMAL 2"(MIN.) 1.) CONCRETE 4,000 PSI AFTER 28 DAYS. 2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS. 310 CMR SECTION 15.226. 3.) TONGUE & GROOVE JOINT SEALED W/ BUTYL RESIN 06 i n 4.) REINFORCEMENT PER ASTM C1227-93. o 2., DOSING & STORAGE REQUIREMENTS DESIGN FLOW: 330 GPD SECTION PLAN H-10 SEPTIC TANK/PUMP CHAMBER 1500/500 DOSING REQUIRED: 4 CYCLES/DAY (SAND) SPECIFICATIONS WIGGIN PRECAST CORP., BOURNE MA. (800) 564-6774 330 - 4 = 82.5 GALLONS/CYCLE 1.) CONCRETE STRENGTH 4,000 PSI @ 28 DAYS, DISTANCE REQUIRED BETWEEN PUMP 2.) CEMENT, PORTLAND TYPE II PER ASTM C150-81 ON AND PUMP OFF FLOATS: 3.) REINFORCEMENT PER ASTM C1227-96 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 82.5 GAL/CYCLE - 125 GAL/FT = 0.66 FT/CYCLE (USE 7") 4.) 15" RISER SECTIONS AVAILABLE 38 PATRICIA STREET, CENTERVILLE, MA STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS STORAGE PROVIDED: DB-3 Prepared for: D.A. Brown, Inc, P.O. Box 145, Centerville, MA 02632 INV.(IN) EL: 97.75 — PUMP ON EL: 95.00 = 2.67' DISTRIBUTION BOX: 3 OUTLET Engineering by: SCALE DRAWN JOB. NO. STORAGE PROVIDED = 2.67' x 125 GAL/FT = 333.8 GALLONS Engineering Works, Inc. N.T.S. P.T.M. 252-19 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 10/22/19 P.T.M. 3 Of 3