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HomeMy WebLinkAbout0504 SOUTH MAIN STREET - Health (2)prM L; h ern I, AWE Town of Barnstable Board of Health Y ♦ ' BARNSfABL£, Y 200 Main Street, Hyannis MA 02601 s639• 10 RFD MA't a Office: 508-862-4644 John Norman,Chairrman FAX: 508-790-6304 Donald A.Guadagnoli,M.D. F.P.(Thomas)Lee,P.E. Daniel Luczkow,M.D.Alt. March 14, 2022 Mr. Peter McEntee, P.E. Engineering Works Inc. 12 W. Crossfield Road Forestdale, MA 02644 RE: '504 Soutf ,Main:Street;,Cerite rv.11 206-061 Dear Mr. McEntee, On February 5, 2020 you submitted a variance request package on behalf of your client, Juan Marichal, to construct an onsite sewage disposal system at 504 South Main Street, Centerville. A public meeting of the Board of Health was held on Tuesday February 25, 2020. During the public meeting, the following variance was not granted from the State Environmental Code, Title V: 310 CMR 15.405 (1): To install a soil absorption system four (4) feet above the maximum adjusted groundwater table. The following variances were granted from local and State regulations: Section 360-1 of the Town of Barnstable Code: To install a septic tank 33 feet away from a coastal bank, in lieu of the 100 feet minimum separation distance required. Section 360-1 of the Town of Barnstable Code: To install a pump chamber 25 feet away from a coastal bank, in lieu of the 100 feet minimum separation distance required. Section 360-1 of the Town of Barnstable Code: To construct a soil absorption system ten (10) feet away from a coastal bank, in lieu of the 100 feet minimum separation distance required. Section 360-1 of the Town of Barnstable Code: To install a septic tank 51 feet away from a bordering vegetated wetland, in lieu of the 100 feet minimum separation distance required. Q:\WPFILES\McEntee 504SouthMainStreetCenterville Feb 2020.docx r Section 360-1 of the Town of Barnstable Code: To install a pump chamber 44 feet away from a bordering vegetated wetland, in lieu of the 100 feet minimum separation distance required. Section 360-1 of the Town of Barnstable Code: To construct a soil absorption system 52 feet away from a bordering vegetated wetland, in lieu of the 100 feet minimum separation distance required. 310 CMR 15.405 M: To construct a soil absorption system ten (10) feet away from a coastal bank, in lieu of the fifty feet minimum separation distance required per the State Environmental Code Physical constraints at the site severely restrict the placement of the septic system components due to high groundwater and its close proximity to a coastal bank and wetlands. During this hearing, the designing engineer was advised to revise the plan to provide five feet vertical separation to the maximum adjusted groundwater elevation. A revised engineering plan (dated February 26, 2022) was later submitted to the Health Division showing the required five feet separation. The revised plan appears to meet the maximum feasible compliance standards within 310 CMR 15.000, State Environmental Code, Title V. Sincerely, J dKn Norman hairman Q:\WPFILES\McEntee 504SouthMainStreetCenterville Feb 2020.docx r ' 'TM DATE: * BARNSTABIE, : .1 $9 5.0 0 FEE*: y MASS. s639 16 REC.BY: >' FD MA'I t ' T wn ®f Barnstable Board of He SCHED.DATE: r-' Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 Paul J.Canniff,D.M.D. Dona dagnoli,M.D. Junichi Sawayana i LOCATION VARIANCE REQUEST FORM Property Address: 5©4 SO,,�,F 1 MCjI q Assessor's Map and Parcel Number: ZG cc --C5& ' Size of Lot: We Within 300 Ft. Yes jt,� _ Business Name: NA No Subdivision Name: pUA_ APPLICANT'S NAME: fec, R cr_,,i4.QQ -PC- Phone Did the owner of the property authorize you to represent him or her? Yes _ No PROPERTY OWNER'S NAME CONTACT PERSON Name: .rn.'. "ck Name: e^ W? 1'°1�i /Zef Address:_v ww w s S M A ,®.M C6 a Address: *d MA- d-Z—C 4 4 a - Phone: 5'02- 134 -6-7 Phone: 5'09—73"7`— 7 4 VARIANC E FR OM RE EMAIL: GULATION(tnc�.Reb.Code#) REASON FOR VAR#IA'NC E (Ma?,attach separate sheet if more space needed). Wke NATURE OF WORK: House Addition House Renovation Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit first four on list as 5 collated packets. A. Five(5)copies of the completed variance request form j B. Five(5)copies of MA.DEP approval letters for Innovative/Alternative septic system(when proposing an I/A system or secondary treatment unit(S.T.U.). C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)ele health@town.bamstable.ma.us ctronic version submitted to email: t D.Five(5)copies of labeled dimensional floor plans submitted(e.g.version. house plans or restaurant kitchen plans)and one(1)electronic if A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S. t Signed letter stating that the property or business owner authorized you to represent him/tier for this request Applicant must notify abutters by certified mail at least ten days prior to meeting date at applicant's expense(for Tide Vand/or local sewage regulation variances only). Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only). Fee Submitted*$95 00 for the following variances: 1) New construction, 2) Septic repairs with increase in flows, and 3) New owner/new lessee applying for food, pool or body art variances. Exemptions fi•om Variance Fee: 1) Septic repair without an increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance"). Variance'request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED Donald A.Guadagnoli,M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\QDLJENHC\VARIREQ Rev APR 4- 2018.docx � _ - - - - I ��'�' � n� � ��� t � �� �� �� ��� Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (508) 477-5313 Town of Barnstable February 5, 2020 Board of Health 200 Main Street Barnstable, MA 02601 Re: 504 V South Main Street, Centerville (Parcel ID: 206-061) Dear Members of the Board, On behalf of my client, Juan Marichal, the following request for variances related to a septic system upgrade, is being made. A complete septic system is being proposed to replace the failed septic system. Variance Requests are as follows: C 310 CMR 15.405(h) — CONTENTS OF LOCAL UPGRADE APPROVAL 1. A 1'.reduction to the required 5' separation between maximum seasonal high groundwater elevation and bottom of S.A.S., for a 4' separation. O LOCAL REGULATION, Chapter 360, Article 1 — Setback Requirements 2 A 67' variance, septic tank to coastal bank, for a 33' setback. 2 r� 3 A 75' variance, pump chamber to coastal bank, for CO)' etback. 4. A 90' variance, S.A.S. to coastal bank, for a 10' setback. 5. A 49' variance, septic tank to vegetated wetland, for a 51' setback. 6. A 56' variance, pump chamber to vegetated wetland, for a 44' setback. 7. A 48' variance, S.A.S. to vegetated wetland, for a 52' setback. Variance requests are being made to maximum feasible compliance, considering available suitable location, existing topography and ease of equipment maneuverability. erely, Peter T. McEntee P.E. En g ineerin9 , .Works Inc 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (508) 477-5313 February 5, 2020 Town of Barnstable Revised: February 14, 2020 Board of Health 200 Main Street Barnstable, MA•02601 Re: 504 South Main Street, Centerville (Parcel ID: 206-061) Dear Members of the Board, On behalf of my client, Juan Marichal, the following request for variances related to a septic system upgrade, is being made. A complete septic system.is being proposed to replace the failed septic system. Variance Requests are as follows: • 310 CMR 15.405(h) — CONTENTS OF LOCAL UPGRADE APPROVAL 1. A 1' reduction to the required 5' separation between maximum seasonal high groundwater elevation and bottom of S.A.S., for a 4' separation. • LOCAL REGULATION, Chapter 360, Article 1 — Setback Requirements 2 A 67' variance, septic tank to coastal bank, for a 33' setback. 3' A 75' variance, pump chamber to coastal bank, for a 25 setback. 4. A 90' variance, S.A.S. to coastal bank, for a 10' setback. 5. A 49' variance, septic tank to vegetated wetland, for a 51' setback, _ 6. A,56' variance, pump chamber to vegetated wetland,fora 44' setback. 7. A 48' variance,S.A.S. to vegetated wetland, for a 52' setback. 310 CMR 15.405(f) — CONTENTS OF LOCAL UPGRADE APPROVAL 8. A 40' variance,^S.A.S. to coastal bank (bottom), for a 10' setback. Variance requests are being made to maximum feasible compliance, considering available suitable location, existing topography and ease of equipment maneuverability. Sincerely, Peter T. McEntee P.E McKean, Thomas From: PETER MCENTEE <peter.mcentee@gmail.com> Sent: Monday, March 14, 2022 6:10 PM To: Tripp,Vanessa; McKean,Thomas Subject: 504 Main St Centerville Attachments: 504 South Main St SIGNED approved PLAN.pdf Tom &Vanessa, Attached is the revised approved plan with the 5' of separation. This is what I believe you are looking for. Please confirm. Thanks - Peter Peter T. McEntee PE - Principal Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA 02644 Tel/fax (508) 477-5313 CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! i r Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (508) 477-5313 February 5, 2020 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 504 South Main Street, Centerville, MA, (Parcel ID: 206-061), Title 5 Septic Upgrade Representation Authorization Dear Board members: I hereby authorize Peter McEntee PE to represent my interests for the subject project. Juan M al - Owner 2/4/2020 AbutterReport Board of Health Title V Septic Variance Abutter List for Map & Parcel(s): '206061' Direct abutters (no set distance) and the properties located across the street. Total Count: 7 I Close ?fag;& Parcel ownerl 0,wner2 Addr >r l Address 2 l rlgs f�f a '� Country Deed C R A W'F O R D,]O S E P H ]O S E P H 187043 BARRY&CAROLYN BARRY&CAROLYN 530 SOUTH MAIN CENTERVILLE, C204185 LOUISE TR LOUISE CRAWFORD ST MA 02632 JLT 206061 MARICHAL HYANNIS,MA 32535/JUAN 707 MAIN STREET 02601 133 mc:_.�._. �_..... .__ .. . .. ... . �. _ .. ..... . c:. ,.. .. ... .. 206062 BARBER,PAUL T & 498 SOUTH MAIN CENTERVILLE, 30510/ MELINA C STREET MA 02632 160 JACKSON CHAGRIN THE ]ANE M 31208/ 206064 STEPHEN RTR JACKSON TRUST 295A SOLON RD FALLS,OH 245 44022 ..�.. JACKSON, THE JANE M 295A SOLON CHAGRIN 31208/ 206067 STEPHENRTR JACKSON TRUST ROAD FALLS,OH 245 44022 WURFBAIN, WEST 206111 ELIZA.BETH NEWELL P 0 BOX 71 HYANNISPORT, C162173 MA 02672 .,......._.....,_..._......:,. _.. ............._. .._..._..__.._mom,._.,. ,, .___.... .. ...,, 1. .. _.... ....� FORD,,IAMES M & 207001002 BUMPAS, P 0 BOX 49 026 ILLE,MA C126119 CHRISTINE M MA 2655 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list isfrom the Town of Barnstable Assessor's database as of 2/4/2020 . http://maps.tovmofbarnstabl e.us✓arci ms/appg eoapp/Abutter R eport.aspx?type=BOH 1/1 BbBrrtVPU111F Pump Specifications • 1 Series 1 HP Submersible • - Pump LITERS PER MINUTE 0 100 200 300 400 500 6.0 20 5.5 5.0 4.5 15 4.0 W ix 3.5 F � w w g w U. Z Z p 3.0 w s 10 J Fa- 0 2.5 r 2.0 1.5 5 1.0 0.5 0 0.0 0 20 40 60 80 100 120 140 GALLONS PER MINUTE LE40_PI R8/17/2017 CCopyright 2017 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. imp ty Pumps ro. , �"•�-�� BUFF a ro�-!,, LEGEND N B. V.W. INSTALL POLY LINER d --10-- EXISTING CONTOUR Fto° TOP OF LINER, EL.=9.7 BOTTOM OF LINER, EL.=7.2 x 11.98 EXISTING SPOT GRADE 9. church 7.81.. '' >.;•' :.,, <: 10 PROPOSED CONTOUR :-. .., 8.95':': Ln a �v ` edge o f` -, MADEP POLICY 92-1 10.5 PROPOSED SPOT GRADE Boo°^ N o ` a) �. 4,'yiso`- W EXISTING WATER SVC. W CD 72.4420. WAVED pRl /yq'Y;': ..: . .;'. a -O.H. VIA OVERHEAD WIRES LOCUS wr a �_ 1 �� :13.7z ......:'',;'`'. Ss,19 J S PROPOSED SEWER 5 �s.a6 � P OF B N! ` WETLAND SYMBOL �^ V� • 4�- - x 15.19 - oo o, 4Lj - "'{t s.z6 x � a14. -'� W F-12 O WETLAND FLAG a 4.30 WF-7 y 7,76 . _ 11.0 CB/SEAL 12.13 a �o� ,o ass �o EXISTING �S A.$. 9 a��r �0-. M n� •c'� (oppro,t) 7za� ' !'--P-1 . 'a SANDOSEETN SUITABLE TEST PIT S °�� 7 �5 Z n ry TO BE REM t/ED TP 2 04 • NOTE 11 0 A 10.z6 BENCHMARK � O c c e° a OW Z�`.`\ L✓C✓F 10� :�� 16 ABUTT 8D Lodd Rd :01 \ WF 6 ` 757 + .;o `�� GARAGE c � OR, \ Wetland •MADEP OLICY 92-1. o� fie. +: qa. 0 9.86 LOCUS M A P ��, . �' `�' o t' PROPOSED PUMP CHAMBER NOT TO SCALE VVN/HYDRIC SOIL 797� a •�,n�; �\J,` `Q , �'z9 PROPOSED SEPTIC TANK \ L G t/EGETATION �L oos - � o z \ 105� EXISTING SEPTIC TANK GENERAL NOTES: ��' i as TO BE REMOVED LOT AREA \ \ 3�c WF-s 44 2 v1: PROPOSED SEWER CONNECTION 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 34,736±SF 5•08 51' 3' .as INV.=6.48 BOARD OF HEALTH AND THE DESIGN ENGINEER. 9'Sx 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS tt 1 DECK BENCHMARK . of THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE RS�O �O, \ ��,^ 3.98 i '15 BM x 9.4 COR./CONC. PATIO LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED ON SHEET x 9.42 1 BY VARIANCE REQUEST. R01 �� 2 8.92 �O S EL.=9.42 �' WF-4 ��.21 �? 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR OF Mgss 3.9�487 x850 .s TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 1 DESIGN ENGINEER. 1r GARAGE 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING McENTE E o PETER Gam, ( FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. CIVIL "' 7' 4 W 5. ALL ELEVATIONS BASED ON NAVD88. o. 35109 9 I s.6� ;9:06. EX/ST/NG 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF OUSE S• 504 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF /STEM �` �O' •� 8.2 919.', " x 9. HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. O• ~I� + y+� T,.O.F.=10.54E 0.10 :' FF EL.=11.5f x 9.77 �• �'� �� �• 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. GRAVEL 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 1 F_• B. ; R1 � 976 �� 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS REVISION 2f 19/20 t` r a.16 8.7s AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE ro 7.03 RKING _ x 9. a F • 0 1) SHOW 4' SEPARATION TO HIGH G.W., SHEET 2 `L o0 / Q ''� cBBRocKE DIRECTED BY THE APPROVING AUTHORITIES. D ' .,: .. Q G e.07 2) REVISE REINFORCING SPEC. ON TANKS, SHEET 3 �,�h < a.67 FPa � 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY MTh .`>.. F REVISION 2/14/20 /6. 6.74 8.17 p !y � j�P THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 1) REMOVE BARNSTABLE COASTAL BANK % '�' 9 e.1z`'..'''. :.• %Q`r 2) ADD VARIANCE REQUEST #8 Est• s �0.� J 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS wF1 '�j, �, 0 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 3 ADD STRIPOUT BOUNDARY & POLY LINER 5.75s' :• a3x 8.40 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 4) REVISE TANKS TO HEAVY TOPS 6.98 x g 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 6.49 >?� 7 ' �pS n� 7.33 ' �g INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. VARIANCE REQUESTS :'.'.. o�e�e 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND -310 CMR 15.405 1 h : CONTENTS OF LOCAL UPGRADE APPROVAL moo. A'9 ''" 6.9s/ f P IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. °.... e PARCEL ID: 206-061 6.55 1) A 1' variance to the required 5' separation between maximum 40 '.. edg seasonal high groundwater elevation and bottom of S.A.S., for �c`�y ; a 4' separation. qr" 6.7e (� OWNER OF RECORD PROPOSED SEPTIC SYSTEM UPGRADE PLAN -LOCAL REGULATION Chapter 360. Article 1 - Setback Requirements bs7 �� y, lJ MARICHAL, JUAN 2) A 67' variance, septic tank to coastal bank, for a 33' setback. 707 MAIN STREET 504 SOUTH MAIN STREET, CENTERVILLE, MA 3) A 75' variance, pump chamber to coastal bank, for a 25' setback. "` ' HYANNIS, MA 02601 4) An 90' variance, S.A.S. to coastal bank, fora 10' setback. Prepared for: Juan Marichal, 707 Main Street, Hyannis, MA 02601 5) A 49' variance, septic tank to vegetated wetland, for a 51 setback. WETLAND CONSULTANT Engineering by: SCALE DRAWN JOB. NO. 6) A 56' variance, pump chamber to vegetated wetland, for a 44' setback. FEMA FLOOD DESIGNATION SABATIA, INC. 7) A 48' variance, S.A.S. to vegetated wetland, for a 52' setback. s.6e MAP NUMBER: 25001 CO563J 21 Observatory Ln Engineering Works, Inc. 1"=30' P.T.M. 302-19 -310 CMR 15.405(1)(f): CONTENTS OF LOCAL UPGRADE APPROVAL ® H BASIN EFFECTIVE DATE: JULY 16, 2014 Pocasset, MA 02559 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. 8) A 40' variance, SS.A.S. to coastal bank (bottom), for a 10' setback. Zone AE (EL12) (508) 563-5349 (508) 477-5313 2/3/20 P.T.M. 1 Of 3 i 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. BOTTOM OF LINER,, EL.=7.2 INLET & OUTLET MANHOLES AND SET OUTLET RISER EACH ACCESS MANHOLE AND SET TO FINISH GRADE. WITH COVER SET TO WITHIN TO FINISH GRADE. OUTLET COVER SHALL BE SECURED MANHOLES BROUGHT TO GRADE SHALL BE SECURED 6" OF FINISH GRADE. PROPOSED S.A.S. TO PREVENT UNAUTHORIZED ACCESS. TO PREVENT UNAUTHORIZED ACCESS. ( INSTALL INSPECTION PORT (MIN.) F.G. EL.=11.0f F.G. EL.=10.5 to 10.7t T.Q.F.=10.54t F.G. EL.=1 E MAINTAIN 2% GRADE (MIN.) OVER S.A.S. F.G. EL.=9.Of �F.G. EL.=9.0t PROVIDE ENOUGH WIRE 4" DIAM. INSPECTION PORT, SLACK TO REMOVE PUMP L = 7'(MgK,) 17' x 35' LEACHING FIELD W�/ _4" PERFORATED IN S.A.S., SOLID S=1% (MIN.) ABOVE S.A.S., WITH SCREW CAP 40 PVC 4"SCH 0 PVC SET TO WITHIN 3" OF GRADE. L = 3' 2" SCH CAPPED ENDS S=1% (MIN.) TOP EL.=7.51 L 3' ® S=1% (MIN.) TOP EL.=7.48 - 4'SCH40 PVC 6" ' - •'• � 4'SCH40 PVC � - THRUST BLOCKS 6 AT ALL BENDS I SLOPE OF PERF. PIPE - 0.5% INV. EL.=9.00(END) 10,11 s INV.=9.25 35' EFFECTIVE LENGTH 14" USE LOWER .. INV.=9.42 pROPOSED INV.=6.42 48" LIQUID KNOCKOUT (PROFILE LEVEL ��E�•� PC INLET D-80 INV.=9.18 nLTER INV.=6.14 2 FLOATS H-10 INV.=6.17 BOTT. EL.=1.88 c` a gOTT. EL.=1.85 NATIVE FILL 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#1000MONTH FINISH GRADE SEWER INV.=6.48 (VERIFY) NOTES: (See Pump Detail, Sheet 3) EL.=10.6t 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE �; '` ";'•', :'.: FILTER FABRIC INVERTS, PRIOR TO INSTALLATION. BREAKOUT ELEV.= 9.53 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE BOTTOM ELEV. 8.50Row ON A MECHANICALLY COMPACTED SIX INCH CRUSHED = 3/4"-1 1/2- DOUBLE STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 4' MIN. SEPARATION TO G.W. 3.5' 5' 5' 3.5' WASHED STONE 3 INSTALL INLET & OUTLET TEES AS REQUIRED. (WITH VARIANCE) ) 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 IRS HEALTH AGENT NUMBER OF BEDROOMS: 4 ELEy. TP- 1 DEPTH ELEv. TP-2 DEPTH DOSING REQUIRED: 4 CYCLES/DAY (SAND) SOIL TEXTURAL CLASS: CLASS 1 440 - 4 = 110 GALLONS/CYCLE DESIGN PERCOLATION RATE: <2 MIN/IN 8.0 O 8.0 0 DISTANCE REQUIRED BETWEEN PUMP DAILY FLOW: 440 GPD ON AND PUMP OFF FLOATS: DESIGN FLOW: 440 GPD 6.3 FILL A LOAMY SAND 20 7 2 FILL A LOAMY SAND 10 110 GAL/CYCLE -250 GAL/FT 0.44 FT/CYCLE (SAY 6") GARBAGE GRINDER: NO 10YR 4/2 10YR 4/2 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 C 32" 5.5 C 30' 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 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 4.5 HIGH G.W. 42" 4.5 HIGH G.W. 42" INSTALL AN 17' x 35' LEACH_. FIELD REDOX 7.SYR s/e REDOX 7.SYR 5/8 504 SOUTH MAIN STREET, CENTERVILLE, MA SIDEWALL 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 80" 2.5 1 80" Engineering by: SCALE DRAWN JOB. N0. TOTAL AREA:.....................................595 S.F. PERC RATE: <2 MIN./IN. (B/C HORZONS) Engineering Works, Inc. N.T.S. P.T.M. 302-19 STANDING GROUNDWATER, EL.=4.0 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. LEACHING CAPACITY = 0.74 GPD/SF x 595 SF = 440.3 GPD REDOX FEATURES @ EL.=4.5 (508) 477-5313 2/3/20 P.T.M. 2 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 & 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 HIGH GROUNDWATER EL.=4.5 (INSTALL QUICK DISCONNECT FOR EASY REMOVAL) INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM BUOYANCY FORCE PER FOOT OF DEPTH: 1/8" DIAMETER. / 1,760 LB. STRENGTH FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANEL 10.2' x 6.0' x 1' x 62.4 Ibs./cu.ft. = 3818.9 Ibs. 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 Ibs. INV.(IN)=6.14 2"SCH. 40 DISCHARGE (THROUGH RISER-SEE PROFILE) WEIGHT OF UNIT EMPTY = 13,966 Ibs. 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 18" 2" SWING CHECK VALVE BOTTOM OF UNIT EL.= 1.85 PUMP OFF EL: 2.77 14" HIGH GROUNDWATER EL.=4.5 BOTTOM OF PUMP CHAMBER 8" 2" SCH. 40 PVC DISCHARGE PIPE BUOYANCY FORCE PER FOOT OF DEPTH: 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. = 2848.6 Ibs. PROVIDE 2- WIDE ANGLE FLOATS: 3 (TO PREVENT PREMATURE PUMP BURNOUT) MAX. DISPLACEMENT = 4.50 - 1.85 = 2.65' FLOAT NO.1: PUMP ON/OFF-SJ RHOMBUS (PROVIDED WITH PUMP) MAX. UPLIFT PRESSURE = 2.65' X 2848.E Ibs/ft = 7548.8 Ibs. FLOAT NO.2: ALARM ACTIVATION FLOAT-PROVIDED WITH ALARM PANEL LIBERTY LE40 SERIES PUMP .4 H.P. 115 V WEIGHT OF UNIT EMPTY = 10,606 Ibs. (ON SEPARATE CIRCUIT FROM PUMP SPECIFIED) WITH 2" DISCHARGE, OR EQUAL 10,60E 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 �8'-3-1/2" 10'-2-1/2" -- -►1 INS I STORAGE LIVING20" DIA. COVERS - r-r - - r - - -I 20" DIA. COVERS - 1--I - - F-1 - (TYP.) I I I I I (TYP.) & CELLAR ROOM ROOF A � i i � A A � A AccEss BALc _ _ di, ROOF _ I I I 5' S 1/2"1 - \I I I I I 6-1/2 I ( - 1 I I - 1 I I BATHLNDY. KITCHEN` ` �11 I I I` \ / j j \ / E�� lz MASTERII ENTRY BATH BEDROOM 4" KNOCKOUTS SUITE=BATH - I--I - - - f - - - - - - J KITCHEN LIVING BEDROOM ROOM HALL CL 4" KNOCKOUTS PLAN VIEW 10 ~(TYP.) PLAN VIEW 17 L CL . (TYP.) C �10'-2-1/2" PORCH BEDROOM ROOF BEDROOM 8'-3-1/2" PROVIDE HEAVY TOP I PROVIDE HEAVY TOP ENTRY INLET INLET + s To e OUTLET OPENINCR�� 'OUTLET 3" � Lj3"' s' 3 1/2" s'-3-1/z" FIRST FLOOR SECOND FLOOR USE LOWER 54-1/2" 48" 51-1/2" KNOCKOUT 54-1/2" 48" 51-1/2" REINFORCING RIB LIQUID 3" PC INLET REINFORCING RIB LIQUID 3„ LEVEL 3-1 2" \ LEVEL FLOOR PLAN CROSS SECTION A-A CROSS SECTION A-A PROPOSED SEPTIC SYSTEM UPGRADE PLAN SPECIFICATIONS SPECIFICATIONS 1.) CONCRETE A.,DOO rSI ArTER 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. Pre ared for: Juan Marichal, 707 Main Street, Hy anniS MA 02601 310 CMR SECTION 15.226. 310 CMR SECTION 15.226. P 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 MONOLITHIC SEPTIC TANK 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. WIGGIN PRECAST CORP MODEL#1000M0NTH WIGGIN PRECAST CORP MODEL#1500M0NTH 1 (508) 477-5313 2/3/20 P.T.M. 3 Of 3 E