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HomeMy WebLinkAbout0504 SOUTH MAIN STREET - Health 504 S. Main Street Centerville A = 206 - 061 SMEAD KFEPiNG YOU ORGANIZED No. 12534 2-153L©R SUSFOk YNY MIN.RECYCLED INITIATIVE CONTENT 10% Cerfitied Fiber Sourcing POST-CONSUMER wwwilipreprmorp 2"12M TOWN OF BARNSTABLE LOCATION ,rj p c+ Saul l-s Mo.,'n 5 1 SEWAGE# 2 0 Z Q- Q i l VILLAGE CcrN4cry i 1 ASSESSOR'S MAP&PARCEL 7-oG - O G 1 INSTALLER'S NAME&PHONE NO. Q�b eXCcxycL4►®n LJJ`7- 0GS3 SEPTIC TANK CAPACITY /SOO aaL I ST - jooOao-( P(Z- LEACHING FACILITY.(type) fr;c1c - c>ccj�'QVc•Most size) 117 x-3S NO.OF BEDROOMS X OWNER a PERMIT DATE: 3.2 5- 2-0 COMPLIANCE DATE: U v 45 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 M- ZZ f 5 81' z?11 Az- 32' 31 G A3"32 .�_, 83. 3S '. Ay• M47 By' 39 O AS O AG' ql, I REAR No. Ct- v , / Fee r�D THE COM ONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN'OF BARNSTABLE, MASSACHUSETTS RpPlication for 30ispoSal *pstpm Construction Permit Application for a Permit to Construct(,/ Repair( ) Upgrade( ) Abandon( ) [Complete System ❑Individual Components Location Address or Lot No. 5 0` SooVv, Mc tt, W- Owner's Name,Address,and Tel.No. Assessor's Map cel 20(0 0(0 t J von M0.ri 0)(0 Installer's Name,Address,and Tel.No. e>3 b SjLcoojoAA o Designer's Name,Address,and Tel.No. 4-W%1 i nQeC*•o'W or1FS 3-ly Koa1e- l3o S4nd�►�(� Sog y'I'j ND6% 12 Wtsi Cross;;eld Rd. FoCeS+ddo.la. 4-1? 5�13 Type of Building: 'r Dwelling No.of Bedrooms `7 Lot Size 3`1,13t" sq.ft l Garbage Grinder(No) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) qq gpd Design flow provided Llg0 gpd Plan . Date Z'3' 2 O Number of sheets 3 Revision Date Title Size of Septic Tank 1500 ao U o n Type of S.A.S. 11% 39' lgct cl, 4%eld Description of Soil S,m plan g Nature of Repairs or Alterations(Answer when applicable) 1ns+oAcX+un of 1SGo gaklor, sAOid. 4gdtic. l000 cgcv, P/e- t d-box ounc) leach -F►e.ld 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. e Date Application Approved by Date , Application Disapproved by Date for the following reasons Permit No. — Date Issued �--� a � Q N. --� Fee r THE COM ONWEALTH OFiMASSACHUSETTS Entered in computer: Yes PUBLIC PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Rpplitation for Disposal *pstrm Construction permit Application for a Permit to Construct(A Repair( ) Upgrade( ) Abandon( ) Z Complete System ❑Individual Components Location Address or Lot No. 5 oy `1c w + ~t;;,; t Owner's Name,Address,and Tel.No. Assessor's Map arcelo _a G- C,(c, wc. Installer's Name,Address,and Tel.No. ( ; f Designer's Name,Address,and Tel.No. c' , -„ .. a .11a ��) RIU.I�.. 1`J(•'' )[}.�{i:�1 + � >�: 4'f-lr' 0 ci. r,.: f{ . ;�C,�� E1..�._i r•r.+ Type of Building: Dwelling No.of Bedrooms �- Lot Size 'j'I -1,4, sq.ft.'`/ Garbage Grinder(e;,,) Other Type of Building ! No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Lj 1.10 gpd Design flow provided _l q() gpd Plan Date p ' I C; Number of sheets Revision Date 01 Title f �� Size of Septic Tank 1500 Type of S.A.S. Description of Soil „(; , 1 Nature of Repairs or Alterations(Answer when applicable) `{j�,A,•.,)),-.4,,,,, r,{ I,-()C) ,-+.ro j_—' 1ClfiC1 ar I1c+ ��C: ci box J Date last inspected: Agreement: �s. 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. Date Application Approved by Date _ Application Disapproved by Date 7.1 for the following reasons Permit No. ! ) Date Issued --------------------------------------------------------------- ----------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certif irate of CComp4ance THIS IS TO CERTIFY,that the On-site-Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by ,e C G,,J at 7;to y :r c t. �, I 1 d Chas been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N og. QQ.0 dated /D S/ O Installer Designer , #bedrooms �• Approved design flow A `"7`-�O gpd The issuance of this pe t shall not be construed as a guarantee that the system will ctio a i s designed. Date ' Inspector A / (� 1 - -- ------- --------- --- --------------------- ------------------- N -� .._(_") j Fee o. 1 D C.i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Zisposal 6pstrm Construction permit Permission is hereby granted to Construct(✓) Repair( ) Upgrade( ) Abandon( ) System located at ' 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 co pleted within three years of the date of this perrCirt. Date ; !�`� r� Approved ( Lie lato>ry er c, ln IV NW--131a > Sns Rtetrc� V Seal InterlmOIreeor f c-H641Elh tvi I n 4W T[tomas' cean,Director TE �ffee: 50$=fz62-44.4�: _ •: , F0 508 79M304. .t 1Itstll @L &T3eSl0 Cer icatlo r Date ! Sewa Ferrntt# 64>C Assessor s 1VI�"��:P�rcex .ki le-e iA,� - Ad+ ress 1 tIx ek ` !r� ddress 0� Z_ ZU � tuz9.• was Issued a perrn�t to'ilstll a. (date} kItstallE"h sept?c sytirm at - 2�.: r1' ,n S based:on a des%gIt drvrm by ner (cteszg } , certify that tlxe septic system refe�reaced k v was, nsta t tT su tlte'rlesn,:which tla tncuatnnr a ` i ae :cla hst.�nttall acctil ding to antes �ttchas lateral relotzon°taf the: dtsruttori,bdx andltFx septzuktrtp cted and ttae:oils ever fot7nc� afisfktetaidy., i certl that the rseptic systezxt reelet�ced above`was installed w#th'anajtix"cltanes.cater that l t}' lateral relocatlonso the.S or;any vertli�Ikl reloeatzal of arty cutxlgQnent; .;ofe septic stei )bux accordce wtth; te 3 vca litFzlatztis flan xevlsoii or certled as I3tt�Ct U destgtetoeflrrix+ :StIp alit(tf regltired}. vas Inspected anti t12 'soils were�'ctuud;satks�a{,tor� eet#ty tlttit the sstetn te�eteced above yeas cons#rtteted inTi"th the,terltt o tle T1ppxov�alt h tiers(tf apprcable); (Irasttus eua '. , N(y�sREt9 {UeskgIer'stg�aatt } { f Iesin } PLEA SI✓ 7 O BARIST L PUBLIC: ALT IYI' ZSIl3l.I I' ICA Tlt� r Az c w ,L : T OT °T � :Alm As� nLTn solar Q Soj�C�clFJes� Ccctsfuahan: crm Rcv E9=1# i3 doc > r EtI�Fcleet8ajt6t�;T1ns eartfticn'ttoq xs l�mk#dd#v�n as 6uiltlnspec#ion of system cornpon�nis as inskailed print'#o bdcKfjfl:Thm snpq�er did ttgk sttpruise conskrw�N.,br�cti#ire sys#etn 11j tastaltse assunaarosros�anlETltky tad aU'makRrials v+ar4cElYhhip,b&ckfilGr<g" kospet(0sdgr�dss+u�ft(�prQper�orrip2c6ononilse�in�;r�sdrs,'gave� ��l'iawwrtt�the'iiasign�[��j LEGEND TO B. V w_�•�• INSTALL POLY LINER - N EXISTING CONTOUR Fko oa -10-- TOP OF LINER, EL.=10.7 x 11.98 EXISTING SPOT GRADE � Nay BOTTOM OF LINER, EL.=8.2 Church 7.fi1:' >.;. :.� .: •:•..:.. ' 10 PROPOSED CONTOUR w ,eo9e of ,•'': MADEP POLICY 92-1 10.5 PROPOSED SPOT GRADE Boon L^N ` pove�Pn.t '.. ' SIN EXISTING WATER SVC. N� 72.442 p\ /'AV�-p D,?lV-WqY.::.;.', ' ...` a -O.H. 1�1<- OVERHEAD WIRES LOCUS s o6 a �_ 1 , „ W��\ P `13J2 ......;'::+. r'.:: 15.19 J S PROPOSED SEWER 5 • �D OF g N! __I x 15.19 ' WETLAND SYMBOL ono o, r� a.3o wF-7�• s.z6 x ` 7.7 WF12 13-12 O WETLAND FLAG • 11.0 CB/SEAL ho <<Q ,o 4.55 co EXISTING 1SA.S. 9 o°ir �o�� M � `•C' o ro ••. TP-1 �• STRIPOUT TO SUITABLE TEST PIT S o o Z N TO BE REM 7.za TP / :: `1o.z6 SAND, SEE NOTE 11 BENCHMARK o P 3 d a des �2`OT DD Ladd Rd5 0 2 0 ����1/l L Jr-CJ� �2� :: ,�6 ABUTT AA 7.57 + l ' GARAGE � T C 2 � \\ ' Wa.76�• MADEP OL/CY 92-1. A ` `B. �,� � .B6 LOCUS M A P Wetland 797 9 O� 't PROPOSED PUMP CHAMBER NOT TO SCALE \ �tyNN/HYDRIC SOIL ,( �= ';S� ����, t"� , \ PROPOSED SEPTIC TANK .v VEGETATION / ] ,�- 2 \ 1\.-) 1 EXISTING SEPTIC TANK GENERAL NOTES: �• �� � .44 TO BE REMO t/ED LOT AREA \ wF_5 44 2 �` u PROPOSED SEWER CONNECTION 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 34,736fSF \ �� s.oa 51' 3 x INV.=6.48 BOARD OF HEALTH AND THE DESIGN ENGINEER. o� O 9'sx 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS x .15 1/� DECK BENCHMARK OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 0. \ s^ 3.98 ' 1 r BM x 94 COR./CONC. PATIO LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED ON SHEET x 9.42 1 BY VARIANCE REQUEST. ? .21 Q e.9z �p S EL.=9.42 W394 1 7�� 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 9�487 a.so .5 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE \\\ DESIGN ENGINEER. OF MgssA x GARAGE 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 410 1 CV FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN o PETER T. ENGINEER BEFORE CONSTRUCTION CONTINUES. MCENTEE WF-3 7. 4 .:,9.06 5. ALL ELEVATIONS BASED ON NAVD88. CIVIL s.16 OUS/En504 No. 35109 RS• � �#NG 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 8.2s 9,19.,; .:. ,; x 9. THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF gyp, 0' -i cn : . T•.0.F.=10.54f + p.�o HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. EL.=11.5f x 9.77 L � Z. :.`oo'J� /• 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. GRAVEL 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S, zc� I q05 a, �•�, e F_• 8;99 ; n1' 976 p� L) 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS ::.,. a.75 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE VISION 2/26/20 �. 4.16 7.03 RK/NG .:. _ x 9. 4 �� O� CBBROCKE G�r7 Q_ a•o7 DIRECTED BY THE APPROVING AUTHORITIES. 1) Remove Variance 310 CMR 1 5.045(h) and edit A� 8.67 F�,/P 'S< 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SAS elevations on plan and profile. �'. F �� 6, 6.74 e17 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING REVISION 2/19/20 �/ �: o�•P��`�` CONSTRUCTION. ti 8.12". '''.';. 1) SHOW 4' SEPARATION TO HIGH G.W., SHEET 2 / g 96, /�'� 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 2) REVISE REINFORCING SPEC. ON TANKS, SHEET 3 WF1 �i '9j, v 13 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 5.75 S� V� .83x 8,40 P / �jPV REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). REVISION 2/14/20 6.9a x O'•/ 7.69,.Q`,"': 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 1) REMOVE BARNSTABLE COASTAL BANK 6.49 v ,� " 7 ' 10 �t 7.33 �g INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 2) ADD VARIANCE REQUEST #8 1 erne 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 3 ADD STRIPOUT BOUNDARY & POLY LINER "` of IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 4) REVISE TANKS TO HEAVY TOPS 6.55 of 1 .6.92 `>:`.'' edge PARCEL ID: 206-061 VARIANCE REQUESTS 6.78 -310 CMR 15.405(1)(f): CONTENTS OF LOCAL UPGRADE APPROVAL ': 'rsi, •., OWNER OF RECORD PROPOSED SEPTIC SYSTEM UPGRADE PLAN 1) A 40' variance, S.A.S. to coastal bank (bottom), for a 10' setback. (�� MARICHAL, JUAN -LOCAL REGULATION Chapter 360. Article 1 - Setback Requirements CQV { 707 MAIN STREET 504 SOUTH MAIN STREET, CENTERVILLE, MA 2) A 67' variance, septic tank to coastal bank, for a 33' setback. 7 HYANNIS, MA 02601 Prepared for: Juan Marichal, 707 Main Street, Hyannis, MA 02601 3) A 75' variance, pump chamber to coastal bank, fora 25' setback. � WETLAND CONSULTANT DRAWN Joe. No. 4) An 90' variance, S.A.S. to coastal bank, for a 10' setback. FEMA FLOOD DESIGN ATIO i Engineering by: SCALE 5.68 --� SABATIA vat Engineering Works, Inc. 302-19 5) A 49' variance, septic tank to vegetated wetland, for a 51' setback. MAP NUMBER: 25001 C0563J S Observatory Ln 9• 9 ill P.T.M. 6) A 56' variance, pump chamber to vegetated wetland, for a 44' setback.® BASIN EFFECTIVE DATE: JULY 16, 2014 Pocasset, MA 02559 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. 7) A 48' variance, S.A.S. to vegetated wetland, for a 52' setback. Zone AE (EL12) (508) 563-5349 (508) 477-5313 2/3/20 P.T.M. 1 Of 3 TO PREVENT BREAKOUT, INSTALL PROPOSED SEPTIC TANK PROPOSED PUMP CHAMBER PROPOSED D-BOX A 40 MIL POLY LINER PROVIDE RISER WITH FRAME & COVER OVER PROVIDE RISERS WITH FRAMES & COVERS OVER INSTALL WATERTIGHT RISER TOP OF LINER, E EL. 7 BOTTOM OF LINER,, EL.=8.2 INLET & OUTLET MANHOLES AND SET OUTLET RISER EACH ACCESS MANHOLE AND SET TO FINISH GRADE. WITH COVER SET TO WITHIN PROPOSED S.A.S. TO FINISH GRADE. OUTLET COVER SHALL BE SECURED MANHOLES BROUGHT TO GRADE SHALL BE SECURED 6" OF FINISH GRADE. INSTALL INSPECTION PORT (MIN.) TO PREVENT UNAUTHORIZED ACCESS. TO PREVENT UNAUTHORIZED ACCESS. F.G. EL.=12.Ot F.G. EL.=11.3 to 12.0t T.O.F.=10.54f ° F.G. EL.=10.0t MAINTAIN 2% GRADE (MIN.) OVER S.A.S. F.G. EL.=9;Ot F.G. EL.=9.Ot PROVIDE ENOUGH WIRE 4" °DIAM. INSPECTION PORT, SLACK TO REMOVE PUMP L = 7'(MAX.) 17' x 35' LEACHING FIELD W/3_4" PERFORATED IN S.A.S., SOLID NMI@ 5=17 (MIN.) ABOVE S.A.S., WITH SCREW CAP 40 PVC 4"SCH 0 PVC SET TO WITHIN 3" OF GRADE. L = 3' Q" SCH CAPPED ENDS @ S=1% (MIN.) TOP EL.=7.51 L = 3' g 4"SCH40 PVC @ S=1% (MIN.) TOP EL.=7.48 THRUST BLOCKS 4'SCH40 PVC " AT ALL BENDS I SLOPE OF PERF PIPE = 0.5% I INV. EL.=10.00(END) e s 35' EFFECTIVE LENGTH LLL'o"I 14" .' USE LOWER 10.. INV.=10.42 INV.=10.25 KNOCKOUT PROPOSED SOIL ABSORPTION SYSTEM (PROFILE) INV.=6.42 • 48" LIQUID PC INLET D-BOX LEVEL unywi INV.=6.14 2 FLOATS H-10 INV.=10.1$ INV.=6.17 BOTT. E1­.=1.88 g Alm d'MBOTT. EL.=1.85 NATIVE FILL FLt 1500 GALLON SEPTIC TANK MULCH OR VEGETATIVE COVER WIGGIN PRECAST CORP MODEL#1500MONTH 1000 GALLON GALLON PUMP CHAMBER (H-10 RATED) CONNECT TO EXISTING SEWER WIGGIN PRECAST CORP MODEL#10OOMONTH FINISH GRADE SEWER INV.=6.48 (VERIFY) NOTES: (See Pump Detail, Sheet 3) EL.=10.6f 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 4 ` �'--' , �FILTER FABRIC INVERTS, PRIOR TO INSTALLATION. •'Y" r'` BREAKOUT ELEV.=10.53 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE BOTTOM ELEV.= 9.50 a a t ON A MECHANICALLY COMPACTED SIX INCH CRUSHED / "- t/2" DOUBLE STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. SEPARATION TO G.W. 3.5' 5' S' 3.5' WASHED STONE 3) INSTALL INLET & OUTLET TEES AS REQUIRED. AND 4' OF NATURALLY 17' EFFECTIVE WIDTH 4) CONTRACTOR SHALL INSTALL AN APPROVED EFFLUENT OCCURRING PERVIOUS SOILS SOIL ABSORPTION SYSTEM (SECTION) FILTER ON THE OUTLET TEE OF NEW TANK. EST. HIGH G.W. EL: 4.5 5) OWNER SHALL BE RESPONSIBLE FOR CLEANING THE EFFLUENT FILTER ANNUALLY, OR AS NEEDED. SEPTIC SYSTEM PROFILE SOIL LOG DATE: JANUARY 14, 2020 (REF. TPT-20-6) DOSING & STORAGE REQUIREMENTS DESIGN CRITERIA SOIL EVALUATOR: PETER McENTEE SE#1542 DESIGN FLOW: 440 GPD WITNESS: DAVID STANTON RS HEALTH AGENT DOSING REQUIRED: 4 CYCLES/DAY (SAND) NUMBER OF BEDROOMS: 4 ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 44D _ 4 = 110 GALLONS/CYCLE SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN 8.0 0" 8.0 0" DISTANCE REQUIRED BETWEEN PUMP DAILY FLOW: 44Q GPD FILL FILL ON AND PUMP OFF FLOATS: 6.3 A LOAMY SAND 20 7.2 A LOAMY SAND 10 DESIGN FLOW: 440 GPD 110 GAL/CYCLE -250 GAL/FT = 0.44 FT/CYCLE (SAY 6") 10YR 4/2 10YR 4/2 GARBAGE GRINDER: NO 6.0 24" 6.1 23" LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF B B STORAGE REQUIRED ABOVE WORKING LEVEL: 440 GALLONS LOAMY SAND LOAMY SAND PERC STORAGE PROVIDED: .74 GPD/SF 10YR 5/8 10YR 5/8 22 /40 INV.(IN) EL: 6.14 - PUMP ON EL: 3.27 = 2.87' PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY (H-10) 5.3 32" 5.5 C 30' C STORAGE PROVIDED = 2.87' x 250 GAL/FT = 717.5 GALLONS PROPOSED PUMP CHAMBER: 1000 GALLON CAPACITY (H-10) MED. SAND MED. SAND PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS (H-10) 2.5Y 6/6 2.5Y; 6/6 4.5 HIGH G.W. _ 42" 4.5 HIGH G.W. - 42" PROPOSED SEPTIC SYSTEM UPGRADE PLAN INSTALL AN 17' x 35' LEACH FIELD REDOX 7.5YR 5/8 REDOX 7.5YR 5/8 504 SOUTH MAIN STREET, CENTERVILLE, MA SID'EWALL AREA: NOT APPLICABLE 4.0 STDG. G.W. _ 48" 4.0 STDG. G.W. 48" Prepared for: Juan Marichal, 707 Main Street, Hyannis, MA 02601 BOTTOM AREA: 17' x 35' = 595 S.F. 1.3 1 80" 2.5 L 80" Engineering by: 9 SCALE DRAWN DP.T.M. JOB. 302-19 TOTAL AREA:................................ ....595 S.F. PERC RATE: <2 MIN./IN. (B/C HORZONS) En ineerin Works, Inc.nc. STANDING GROUNDWATER, EL.=4.0 CHECKED LEACHING CAPACITY = 0.74 GPD/SF x 595 SF = 440.3 GPD REDOX FEATURES 12 West Crossfield Road, Forestdale, MA 02644 DATE EL.=4.5 (508) 477-5313 2/3/20 P.T.M. SHEET Of 3 NEMA 4 JUNCTION BOX CORROSION RESISTANT BUOYANCY CALCULATIONS & LIQUID-TIGHT CABLE CONNECTORS SUPPORTED PROVIDE WATERTIGHT CONCRETE RISER WITH BY 1-1/4" PVC CONDUIT. JOINTS TO BE.MADE 1500 GALLON MONOLITHIC SEPTIC TANK SECURED FRAME 8c COVER TO GRADE WATERTIGHT. USE SJE RHOMBUS-JB PLUGGER OR EQUAL. PROVIDE ENOUGH WIRE BOTTOM OF UNIT EL.= 1.88 2" BALL VALVE (FIELD ADJUST FOR 20 GPM RATE) SLACK TO REMOVE PUMP I HIGH GROUNDWATER EL.=4.5 (INSTALL QUICK DISCONNECT FOR EASY REMOVAL) INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING BUOYANCY FORCE PER FOOT OF DEPTH: HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM 10.2' x 6.0' x 1' x 62.4 lbs./cu.ft. = 3818.9 lbs. 1/8" DIAMETER. / 1,760 LB. STRENGTH FLOAT TO SJE RHOMBUS TANK ALERT, XT ALARM PANEL PROVIDE ENOUGH WIRE ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. MAX. DISPLACEMENT = 4.50 - 1.88 = 2.62' SLACK TO REMOVE PUMP MAX. UPLIFT PRESSURE = 2.62' x 3818.9 Ibs/ft = 10,005.5 lbs. INV.(IN)=6.14 2"SCH. 40 DISCHARGE (THROUGH RISER-SEE PROFILE) WEIGHT OF UNIT EMPTY = 13,966 lbs. 1/4" WEEP HOLE 13,966 Ibs > 10,005 Ibs O.K. ALARM ON EL: 3.60 2' 90' ELBOW PUMP ON EL: 3.27 1000 GALLON MONOLITHIC PUMP CHAMBER PUMP OFF EL: 2.77 18 2" SWING CHECK VALVE BOTTOM OF UNIT EL.= 1.85 BOTTOM OF 14" HIGH GROUNDWATER EL.=4.5 PUMP CHAMBER 8" 2" SCH. 40 PVC DISCHARGE PIPE BUOYANCY FORCE PER FOOT OF DEPTH: I L < ELEV.= 1.85 ADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE 8.3' x 5.5' x 1' x 62.4 Ibs./cu.ft. = 2848.E Ibs. PROVIDE 2- WIDE ANGLE FLOATS: 3" (TO PREVENT PREMATURE PUMP BURNOUT) I MAX. DISPLACEMENT = 4.50 - 1.85 = 2.65' FLOAT NOA: PUMP ON/OFF-SJ RHOMBUS (PROVIDED WITH PUMP) MAX. UPLIFT PRESSURE = 2.65' X 2848.6 Ibs/ft = 7548.8 lbs. LIBERTY LE40 SERIES PUMP .4 H.P. 115 V FLOAT NO.2: ALARM ACTIVATION FLOAT-PROVIDED WITH ALARM PANEL WITH 2" DISCHARGE, OR EQUAL WEIGHT OF UNIT EMPTY = 10,606 lbs. (ON SEPARATE CIRCUIT FROM PUMP SPECIFIED) 10,606 Ibs > 7549 Ibs O.K. PUMP AND ACCESSORIES AVAILABLE AT: CAPE COD WINWATER WORKS CO., HYANNIS, MA. (508) 862-0166 NOTE: APPROVED ALTERNATE MAY BE SUBSTITUTED. PUMP DETAIL N.T.S. DECK 10'-2-1/2" INS LIVING 20" DIA. COVERS I _ STORAGE ROOM (TYP.) - - - i1-T - - 20" DIA. COVERS CELLAR ROOF I-I 1-I (TYP.) I I I I I I I I ACCESS BALC A i i i 1 A A I I I I A %RI OOF 5' S 1/2" I I I I I 6'-1/2" I I I I I BATH LNDY. KITCHEN ` _ 1 (DIL \ �I tz ENTRY ENTRY BAATH 4" KNOCKOUTS I� I I I I KITCHEN_ LMI DROOM ROOM 4" KNOCKOUTS PLAN VIEW 10 (TYP.) PLAN VIEW 17 CL(TYR) CL.10'-2-1/2" PORCH BEDROOM DROOM PROVIDE HEAVY TOP � PROVIDE HEAVY TOP ENTRY • S T06 INLET INLET TRANSFER OUTLET ove�wiNc�� 1 OUTLET s' 3 1/2" 3" 5'-3-1/z" 3^ \ FIRST FLOOR SECOND FLOOR USE LOWER 54-1/2" 48" 51-1/2" KNOCKOUT 54-1/2" qg" 51-1/2" REINFORCING RIB LIQUID 3" PC INLET REINFORCING RIB LIQUID 3" 3„ LEVEL 3_1/2„ \ LEVEL 1 FLOOR PLAN 9'-5-1/2" 8'-1/2° 9'-11-1/2" CROSS SECTION A-A CROSS SECTION A-A PROPOSED SEPTIC SYSTEM UPGRADE PLAN SPECIFICATIONS SPECIFICATIONS 1.) CONCRETE 4,000 PSI AFTER 28 DAYS. 1.) CONCRETE 4,000 PSI AFTER 28 DAYS. 504 SOUTH MAIN STREET, CENTERVILLE, MA 2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS. 2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS. Prepared for: Juan Marichal, 707 Main Street, Hyannis, MA 02601 310 CMR SECTION 15.226. 310 CMR SECTION 15.226. f 3.) REINFORCEMENT PER ASTM C1227-96. 3.) REINFORCEMENT PER ASTM C1227-96. Engineering by: SCALE DRAWN JOB. NO. 4.) PROVIDE POLYMER COATING APPROXIMATE WEIGHT =10,606 LBS 4.) PROVIDE POLYMER COATING APPROXIMATE WEIGHT = 13,966 Lbs Engineering Works, Inc. N.T.S. P.T.M. 302-19 1000 GALLON MONOLITHIC PUMP CHAMBER PROPOSED 1500 GALLON MONOLI_T_H_IC SEPTIC TANK 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. WIGGIN PRECAST CORP MODEL#1000MONTH WIGGIN PRECAST CORP MODEL#1500MONTH (508) 477-5313 2/3/20 P.T.M. 3 Of 3