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HomeMy WebLinkAbout0021 FRANBILL ROAD - Health 21 Fran ill Road �- Hyannis A 292 049 r o i j ` l � a o I a o TOWN OF BARNSTABLE LOCATION I f Y0,Y1b 11 I �U Q A SEWAGE'#..d 013- 303 VILLAGE NyG. niY ASSESSOR'S MAP.&PARCEL' -Q Q INSTALLER'S NAME&PHONE NO. (5a) 417-Q&5 SEPTIC TANK CAPACITY 15 6 O i LEACHING FACILITY:(type) (size) aa)(3 X NO.OF BEDROOMS (� J7 OWNER Vyayhe i��C��2f CC) L p PERMIT DATE: �' q' > COMPLIANCE DATE: f 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 e I V +Q � � �( ��, � C • V � � � e., � � �� \ �� G � � a 'u �. I e a r `�` . , . ' . -+. - 7e. a ,Zi: - �' • , :. . { :.;' ,: - � � .. . � , . n '��� I No. �QI Fee /00 3 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: :, Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZippYication for Disposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair(!�Up de ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ,2 I � ro n b 1 t 90/ Owner's Name Address,and Tel.No. ` i j L �ha" Pa6heK& SS0' -3tv —Z'T Assessor's Map/Parcel Installer's Name.Address,and el.No. Designer's Name,Address,and Tel.No. 3t�3 �Xcc(✓ICLVOA- 5D9-1477 D65 3 6nq r)ec�rcnq 60oo-(K, 50k °477-531 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 2 Design Flow(min.rTi2_31(2) red) 3.0 gpd Design flow provided 331 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank �J[7 U 1 U Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 2Meatth. Si ed '� Date& I 3 Application Approved by Dat.0912-0 0 Application Disapproved Date for the following reasons . Permit No.7013 '30 3 Date Issued 8 ZO /00 Fee �f THE COMMONWEALTH OF MASSACHUSETTS' Entered in compute ,PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippYlcatlon for -MIspo it *pstrm Construction Permit ` Application for a Permit to Construct( ) Repair(') Up ade( ) Abandon( ) ❑Complete System ❑Individual Components • Location Address or Lot No. z( T rQ n b II I L:)l Owner's��e��dre�ss���Tel.N��� - 3/�' -Z�T J Assessor's Map/Parcel �O " e— w Ile ' N e,Address,and Tel.No. De 'gner's Name,Address,and Tel.No. It r;60Va.f1v� 509- v•j»-665 3 Xnc�►(-�ccrtin � CvoP-(<S 5U y77 S3 -I Type of Building: Dwelling No.of Bedrooms �� Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 2 Design Flow(min.required) 33 U gpd Design flow provided 33 1 gpd Plan Date 5'Z3 (_J Number of sheets 2 Revision Date - 1 Title / 06) M16 Size of Septic Tank Type of S.A.S. Description of Soil r - .. � Nature of Repairs or Alterations(Answer when applicable) i Date last inspected: ~� Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal stem in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate 6f Compliance has been issued by this Board - ea th. Q 1 S, ned �� Date Application Approved by �- Dat { l e6MZ O 13' i Application Disapproved by Date K. for the following reasons , Permit No.00 i 3 30 3 Date Issued 8 y 20 13 , THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS ,certificate of Compliance THIS IS TO CERTIFY,tha the On-site Sewage.Disposal system Constructed( ) Repaired(�) Upgraded( ) Abandoned( b �t t kLnUaft U0 at 2-1 n,n b i I 12J a n 1n i .S has been constructed in accordance with the-proIvi ions of Title 5 an he for Disposal System Construction Permit Nogor3_303 dated W C f Z0t3 It 1��b(�c-� ( �-r��"� Designer nCt t 1PP t c,-)Ci 606)rV S #bedrooms Approved desiPu�iow 3 � gpd The issuance of this p i h 1 e cops ued as a guarantee that the system w 1 ntio desin�g /�C !/Date CJ Inspector 246�//j (/���� - - - --- ---- -- -- --- - - -- - --- - - t No. ZQ 13 "03 j 4' Fee W THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS t Misposai 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( � Upgrade( ) Abandon( ) System located at -:�-7r cto b l I I e-D; fl\/Qn n iS. 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:Cpstru9t?-Of must be completed within three years of the date of this permit. Date hh // // 13 Approved by 08/20/2013 13:52 5084775313 ENGINEERING WORKS PAGE 01 f Town of Barnstable TME' Regulatory Services Richard V. Scali, Interim Director � f MAM Public Health Division b3� , Fo Nud" Thomas McKean,Director 200 Maiu Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Zu �� Sewage Permit# 74I 3'3� Assessor's Map\Parcel-qZ -047 Designer: "- co-v Address; I VV °Cq"S}-•���0�. Address: 1 '�eo, % � On g �j �><rn_✓+o� (,�J►., was issued a permit to install a (date) (installer) 2) �h ro: ( t 1i N«" based on a design drawn by septic System at (address) &` dated (designer) V 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. o x;s�,� ! a yc'rto't �f+`C ^ "' Qs r v at 0 kol oP a � 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 co e with the terms of the 1\A approval letters (if applicable) NOp PETER T. McENTEE IVIL (IDstaller's Sign e) no 35109 (Designer's Signature) (Affix Design Here) PLEASE TO BARNSTABLE PUBLIC HEALTHBOTH S)OS FORM( AND AS OF COMPLIANCE WILL NOT BE ISSUED UNT OF CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC JEALTE DIVISION. THANK YOU. QASeptic0esigner Ceitific4on Form Rev 8-14-13.doc 1 v 1 A ''�6 Dep�i entfof Regu lrotees 014 A • • 7 to>Street,kyehu *s A 62601 �C Ir 1c c i d ltd `Ti:M Soil tSu a i ,y.Ass ssmne t�fo-.,S e. _ . PetYnrmed.By: �e,1-e/1M� f5 Witnessed•13y:' LOCATIG1� G3� lbL Y., n 71spe s %! , r i Owner's'NtiFhe - v`oLG t 0 A rkt'w).:S Address Parcel: Engineer's Name '�` �`"' —ILC NBVI!.GOhiS'FRUCTION ABPAiR -; Telephone# SZT '7 3✓?-7 b/ Land-)Use L�pm3 tat IT ;Slopes(96) Surface Stones Distanci-.fine: Open Water Body � :- �R'-- Possible Area ft .Drinking Water Well.--ft � . - Drainage Way�ft Property Line ft .Other` 5 "I'��'(Street name,dimensions of lot,cxact,locations of testtoles&pero-tests,locate we it w:pib7cfttd �tS,h,dl . war Parent material(geologic) Q il�?�J� Depth,to ftedrgck. /- :Depth:to Groundwater. Standing Water in Hole: 1 Y� Weeping from Pit:Face Bstitnated�Siasonal.High Oroundwater DETERMINATION FOR SEASONAL E90H WATER'TA$ E Method Used:. Depth Observed standing in obs.hole: In, Depth to soil molt iei 'S itft'. Depth to weeping.from side of obs.hole- Index In. ©rounQ•Water AGJuetilteht ft• .Well.# Reading Date: Index Well 10el Atj;fbetor;,,.,,,r 11t� dl+tio tdivatar ravel„�, PERCOLATION TEST bate�, Time:. . . Observation Hole# 2 2A- 9 ��,� Time at 9" Depth=ofl (° �� t 1 e,(� G f ^ Tlme;nt 6" Start Pre-soak Time® �Av MTV` Time(9"�6") S, End-Pre-soak ` ► r.', , . Rate MinJin' Site Suitability Assessment: Site Passed._ Site Failed: Additional Tesdrig-Needed(Y1Nj"`.'• `' `'' Original: Public Health'Division Observation Hole Pala—To Be:,gomp�ted 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. QASEPUMBRCFORM.DOC r DP:OBS1JIrA0115E LQG Hole#•;, _ Deptli'f-om Soil Horizon .Sod'Cettture Soil-Golor. Soil; Q Boltlders: Surface'(ia.)' ;(USDA).. EMunsell): : Mottling (S CWre.Stodea�;. D � (� `� z :... O—c 2,SY r `` DEE pepth fiom• SoiiHorizon Soil Texture Sal Color Soil Other Surface (:USDA)' (Mansell) Mottling (Structure:Stone�8ouldas' . LI M cal '. ,:2� y , 4 •.:_ DE` P OB: H' ATIOI '130LE'LOG Hole# thfroin-. SotGHorizon Soil Texture Sod Color. Soil Q�pr (USDA) "-----fM a `—'" " Mottling (Structum,.$tones;Boijlikm Surface(iq.) ( i rA t Dom'OBB{ERVATION$� LOG '`' Hole# Delith.from Surface':( SoiCHorizon. Soil Texture -' Soil:.Color SM'gttod ling (StructuO0.�;) . (USDA) anse .thp ,.,Adulddrs. Aw . .s • �!Y t w .... :. N .'.��:.:'it - .. AoS+e" , elou>iArlty Na •Yea 7� _ jwiu�ro° ao y�kr-liuirndary : H.. Ne., X � r Wrthin:l'00 YW...flobd boundary No 2L Yes r;Dei�lhzo�>"` ra Occurri<ne3Feit<vioiis Material Do" Itfblfij PPdtf nativa�ll occurring pervtotis irtatsrial exist in all areds':observed`tfiion8itjthe :arearQpQsed i'cat the soil abaphon system? »� ;., • :.'If.nbt,;what tsthe de��'ofnatur�ily occttmng=pervcoiis.tnatei'iai? - S.Ce stl�ilaa t© 'lei (date}I have passed:the sotl;evaluator examtnahon aptpravecl u Detfnirpnp�ental Prote�chon and that the abo++e analysts wa[s pe�yrformed:by me�t13 Xnth 2 m >� y,,n�' �,'. r,F-�: 1J•���"la r. C YBrs.•,'�.,s r.. • , the 'gttiafiuti$, XPerttse>atid.eXpenbnee desctb" l.tn10 Civ1It` Signature Date 3onsisM �f-�l\ �7.$• '� yr . - J.�. F���`'$�•SS .. .Qs C1CtPBRCFORKDOC: 'Y �'�•:" Y� i LEGEND 60.^ N -- 98 -- EXISTING CONTOUR sus x 100.98 EXISTING SPOT GRADE boy I-/.+V- OVERHEAD WIRES ROUTE 28 W EXISTING WATER SERVICE -� C, EXISTING GAS SERVICE U3 3'+ LOCUS TEST PIT m v' BENCHMARK 3 �b �m 0 a m �� -13 Y• oc � O 4� o O pdnd9e Patton pie. LOCUS MAP NOT TO SCALE S 74'19'15" E EXISTING CESSPOOL 80.00 45.98 TO BE PUMPED & FILLED \ \ W/SAND AND ABANDONED \ x 46.95 \ 45.79 OR REMOVED. (LOT 55) \ \ \ 47.83 \ APN: 292-049 \ 12,624±SF 48.42 \ \x. 0 \ x TP-1 29 \ 4-7,0 S�O�IK�--9X 46.85 BENCHMARK SET �� \ 20' OUTSIDE COR./bULKHEAD \ \ EL =50.37 (Assumed) \ x 1� \ \ \ z _ x 47.73 _ 49.51 \ v'1 ro + 48.41 O - - --�49.64 48.24 can 'x m 12' O x 49.28 48.97 0 ��ERP%fp. o TANK O BM x 48.92 (A cp 50. 7 DECK -� 50.20 50.15 49. PATIO 49. 4 x �� EXISCX TING o x 50.18 HOUSE (#21) 1 T.O.F.=51.66t _.;;'�:.:::: x 50.17 5b.01 3 / x 50.64 9.13 49.67 / 50.10 \ 50.35 x �a9e _J 49.54 o f p Qry, F 49.68 �� • 49. 49,27 / PK SET ,0 49.20 440 49.11 OF Mgss9�yG o PETER T. PROPOSED SEPTIC SYSTEM UPGRADE PLAN M CIVILEE N 21 FRANBILL ROAD, HYANNIS, MA No. 35109 Prepared for: Wayne Pacheco, P.O. Box 174, Hyannis, MA 02601 � £G/STER``� ti`` OWNER OF RECORD �P WIINIKAININ, JOHN A Engineering by: SCALE DRAWN JOB. NO. 21 FRANBILL ROAD Engineering Works, Inc. 1"=20' P.T.M. 153-13 HYANNIS, MA 02601 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. %PACHECO, WAYNE (508) 477-5313 5/23/13 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.=45.06 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL WATERTIGHT RISER & INSTALL INSPECTION PORT SET TO 3" OF FINISH T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE GRADE & PLACE REBAR AGAINST CAP FOR LOCATING EXISTING F.G. EL.=47.8t mow F.G. EL.=49.9t � F.G. EL=47.1t REBAR\ MAINTAIN 2% GRADE MIN. OVER SA.S. L = 16' S=1% (MIN.) L = 50' L = 6' TWO 2'x3'x32' LEACHING TRENCHES WITH CAPPED 4"SCH40 PVC ® S=1% (MIN.) ® S=1% (MIN.) SCH 40 PERF_ PVC DISTRIBUTION UNES ENDS 4"SCH40 PVC 4"SCH40 PVC 6" to"I e 1 a' 2' Er r INV.=47.75 48" LIQUID DEPTH NNY LEVEL ADD SLOPE OF PERF. PIPE = 0.5% GAS BAFFLEJ INV.=44.87 PROPOSED INV.=44.70 INV.=47.50 D-BOX 32' EFFECTIVE LENGTH 2 OUTLETS (MIN.) INV.=44.56 INV. EL.=44.40(END) PROPOSED SEPTIC TANK TIE IN TO EXISTING SEWER SOIL ABSORPTION SYSTEM (PROFILE) AT OR ABOVE INV.=48.16 Ma NOTES: MAINTAIN 2% GRADE (MIN.) OVER SA.S. 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 2" LAYER OF 1/8"-1/2" DOUBLE WASHED INVERTS, PRIOR TO INSTALLATION. STONE (OR APPROVED FILTER FABRIC) 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND BREAKOUT ELEV.=45.06 TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 2' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM ELEV.=42.40 TWICE EFFICTIVE WIDTH 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 3' 6' 3' AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 5' MIN. ABOVE BOTTOM OF T.P. EXCAVATION OR G.W. 12' TWO 2'0'02' LEACHING TRENCHES NO G.W. EL: 37.40 SOIL ABSORPTION SYSTEM (SECTION) ILTS 3/4"-1 1/2" DOUBLE WASHED STONE SEPTIC SYSTEM PROFILE N.T.S. SOIL LOG DATE: MAY 22, 2013 (REF#14,010) SOIL EVALUATOR: PETER McENTEE PE(SE#1542) WITNESS: DONNA MIORANDI R.S.HEALTH AGENT GENERAL NOTES: ELEv. TP-1 DEPTH ELEv. TP-2 DEPTH 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 47.8 A 0" 47.4 A 0" BOARD OF HEALTH AND THE DESIGN ENGINEER. SANDY LOAM SANDY LOAM 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 47.3 10YR 4/2 9 10YR 4/2 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE B B 6" 46 6 LOCAL RULES AND REGULATIONS. LOAMY SAND LOAMY SAND 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 10YR 5/8 10YR 5/8 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 45.0 3a" 44.7 32" DESIGN ENGINEER. Cl Cl 36 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING M-C SAND M-C SAND PE FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 2.5Y 6/4 2.5Y 6/4 ENGINEER BEFORE CONSTRUCTION CONTINUES. 20% GRAVEL 20% GRAVEL 41.s 72" 41.4 C2 72" 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. c2 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF MED. SAND MED. SAND THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 2.5Y 7/3 2.5Y 7/3 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 37.8 120" 37.4 120" 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. PERC RATE <2 MIN/IN. ("C" HORIZON) 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. NO GROUNDWATER ENCOUNTERED 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. • 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. DESIGN CRITERIA 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 NUMBER OF BEDROOMS: 3 BEDROOMS REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). SOIL TEXTURAL CLASS: CLASS 1 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. DESIGN PERCOLATION RATE: <2 MIN./INCH 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND DAILY FLOW: 330 G.P.D. IS NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. DESIGN FLOW: 330 C.P.D. 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC GARBAGE GRINDER: NO SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. PROPOSED SEPTIC TANK.: 1500 GALLON CAPACITY 15. OWNERS ASSUMES RESPONSIBILITY OF INTERIOR PLUMBING CHANGES. PROPOSED DISTRIBUTION BOX: 1 INLET, 2 OUTLET (MIN.) LEACHING AREA REQUIRED: (330) = 445.9 S.F. .74 PROPOSED SEPTIC SYSTEM UPGRADE PLAN INSTALL TWO 2' x 3' x 32' LEACHING TREHCHES WITH STONE AND SCHEDULE 40 PERFORATED PVC DISTRIBUTION LINES 21 FRANBILL ROAD, HYANNIS, MA SIDEWALL: 2 TRENCHES x 2 SIDES/TRENCH x 2' x 32' = 256.0 SF Prepared for: Wayne Pacheco, P.O. Box 174, Hyannis, MA 02601 BOTTOM AREA: 2 TRENCHES x 3' x 32........................... = 192.0 SF Engineering by: SCALE DRAWN JOB. N0. TOTAL AREA:..............................................................................448.0 SF Engineering Works, Inc. NTS P.T.M. 153-13 12 West Crossfield Road, Forestdole, MA 02644' DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(448.0 SF) = 331.5 G.P.D. (508) 477-5313 5/23/13 P.T.M. 2 Of 2