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HomeMy WebLinkAbout0069 WAGON LANE - Health 69 Wagon Lane Hyannis A= 270— 194 TOWN OF BARNSTABLE WCATION SEWAGE # 07 313 ,'ILLAGE t7i./!�s►h S ASSESSOR'S MAP & LOT .LQ CIL —T yy INSTALLER'S NAME&PHONE NO. orJ�R ^ T .far yU tom_ SEPTIC TANK CAPACITY 1 000 LEACHING FACILITY: (type) . � -<oU CC /O (size) 3 k 49 NO.OF BEDROOMS BUILDER OR OWNER ka PERMITDATE: �"1-0 01 COMPLIANCE DATE: �✓ Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility lilt, 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 to n rN � � w 1_�: No. 513 , Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS i 0[pplication for Mopoat Opmem Construction Permit l Application for a Permit to Construct( . )Repair( Upgrade( )Abandon( ) El Complete System O Individual Components Location Address or Lot No. '��tr4 L,et vLe Owner's Name,Address and Tel.No. q�lxq i/ i7iCrr`I Assessor's Map/Parcel 2?® Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. iZ we-)rCwS55 F'eilf 4o,+4 Ce"relwilP 0114 oLG3G �cr c51-0.4/r ~ozrovY Sot q-77-- 577 Type of Building: Dwelling No.of Bedrooms 3 Lot Size /a `/i 5- sq.ft. Garbage Grinder( ) Other Type of Building 5,�e �..� No.of Persons Z Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 gallons per day. Calculated daily flow `3 3 gallons. Plan Date `7~t 3-Z-c­z�-7 Number of sheets Revision Date Title Size of Septic Tank fro Ml h Type of S.A.S. Z e-,C. ST��-C Description of Soil iJJ/ice, Nature of Repairs or Alterations(Answer when applicable) f2. ?2� 10:111. ,3o x 12) )� !2 jlt L. C. 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 Certifi- cate of Compliance has been issued by this Board of ealth. Signe m Date -Zba7 Application Approved by Date Application Disapproved for the following reaso Permit No. � Date Issued Or 4 t _ V D JV Fee No: 1 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye - PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS . D01pplicAtion for 30ig o5al OpMem (ton,5tructiott Permit Application for a Permit to Construct( )Repair(4Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. (p wq L Owner's Name,Address and Tel.No. ,q,�dxq iJ ri`I J•+y A^`�'S G cv�rr>7 C� Assessor's Map/Parcel 2 7Q /1,,, 13 e1 Installer's Name,Address,and Tel.No.��7n4uJJ.NPR t{iP•,j a•� Designer's Name,Address and Tel.No. ns,�Z% s5 WV��f !� N/C�fC✓t'i55 'k Tl/vrAll�t4 02(3L rro,-+"}rl�AIr iZ?I� oLlm�1y/ SOS �7 7- �a i!� Type of Building: L• Dwelling No.of Bedrooms -3 Lot Size X -� sq.ft. Garbage Grinder( ) N, Other Type of Building 5,]tjt L, No.of Persons 71 Showers( ) Cafeteria( ) Other Fixtures Design.Flow ca gallons per day. Calculated daily flow S. j • �� gallons. - Plan Date -7-i -z cx, Number of sheets Revision Date Title &i� (y Size of Septic Tank /jnoC, jffC )rw;j Type of S.A.S. J Description of Soil s;�e. Nature of Repairs or Alterations(Answer when applicable)Lek,S Ty4_ e,o,/_ /�1�u /�-<3,�x ��� �� �HL C. �• Date last inspected: Agreement: I 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 Certifi- cate of Compliance has been issued by this Board of ealth. - Signe A OR A Date —4 aa'? Application Approved by ! Date Application Disapproved for the following reasor6� Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Zertificate of compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded(L/) Abandoned( )by 1 APtAoidLe at wo,IJA com-e i .1- has b e constructed in accordance with theme-,, rovisions of Title 5 and the for Disposal System Construction Permit No ated Installer i Designer u/ The%s ance o`f this permit shall /ot b onstrued s a guarantee that the sy t m will function aAd'esig d. C, Date Inspector ���� _ , v ,�� , /P_ � . . _.. .•.No. ---� ;�—--------------------- ------ ---Fee_ ��� _ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Ii.5pogat *p!5tem Con! tru �tion permit Permission is hereby granted to Construct( )Repair( )Upgrade )Abandon( ) System located at 4)A 5 nvn Lo-A gr m 1-5 _. r and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. /� M Provided: Construction must b• compl ted within three years of the date of th permit 'f Date: Approved b - 0714.24/2007 07:00 50Q4775313 '', ENGINEERING: WORKS' PAGE 01 Town of 1B Ulastable Re u1 tort' Services Thomas F,defiler,Director TO&Health Division Thomas McKee nl Director 200 Main Street,Hys rout MA 02601 Ui'ice: S094624044 Fim: 508-740-6304 er Date; yl � sewalpe . rmtt# 3 l Assessor's Map !uce l 9 • .� Dedr. installer; w etc rS�� Adams: !d / Address: 1�0. / d,� 2G y nr�lC� ANAo�te . on T Zo-(3-7 tr- was issued a omit to �) (metaller) P usstall a c.s! .at GJa arr h`t�AV, (addaReris} based on a design drawn;by 149ce- Mc64ee i0e. {desgnex} dated '.that the septic system ref"— eranced above was ingtallled sub�Gealdallqq ae o.40, which'may ' lude minor approved ehen�es such ae lateral reloca WiAg h d utWn box aud/oi septic tank.; . Iqgmy that the septic syystem ref0eneed above was installed with m"or chair i.e. 8t' t 10' lateral relocation of the SAS or any vertical mlocadon oi'any of f septic syst rh) but is accordance with State&Local Re cW as-built by designer to follow. 8ulatioAs. Plan revigi on , ' PETER T. c WENTEE CIVIL 38100 O °8 S pature) (Afrix Designer s Stamp ) EF ISSUED UT A HQl& cordficatlon Pam 3-26-04.doe i LOCATION SEWAGE PERMIT NO. G© �S) _ VILLAGE INSTA LLER'S NAME- & ADDRESS. B U I L D E R OR OWNER r I i I DA T E P ERMIT ISSUED DATE COMPLIANCE ISSUED LOB LX b � c C� 11—J l 7 Town of Barnstable P 0 oF� Department of Regulatory Services s i Public Health Division Date l USTABIA „tea. s, 1639, �� 200 Main Street,Hyannis MA 02601 �ArED IiAFt� Date Scheduled 2 t Time Fee Pd.' Soil Suitability Assessment for Sewage Disposal �� Witnessed B �/Q()1/�.C� ��.C�4'� t. Performed By: Y: _ LOCATION& GENERAL INFORMATION Location Address q W c�v-,\ UAYAk Owner's Name "F-x4't-1 i 'Cj WeAc c^ LY% , �-1 wv,r`''s O'zcQ - Address Assessor's Map/Parcel: I '"Vo 2-7 0 \ i y Engineer's Name NEW CONSTRUCTION 1- REPAIR Telephone# SO Land Use �S � e^1 Slopes(3b) Surface Stones a Distances from: Open Water Body ? �O ft Possible Wet Area 7 t5_Y1 ft Drinking Water Well !ASV ft Drainage Way 7 l SZ ft Property Line / + ft Other SKETCH:(street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands 4n proxim y o holes) p° _ w w r- cn rn �_j LAc -W(_N-00.,j A-A-W C Parent material(geologic) 0.C�G\ �JFwo�S� Depth to Bedrock y/ Depth to Groundwater. Standing Water in Hole: / Weeping from Pit Race Estimated Seasonal High Groundwater f t DETERMINATION FOR SEASONAL HIGH WATER TABLE _ Method Used: Depth Observed standing in obs.hole: in, Depth to soil mottles: In• Depth to weeping from side of obs.hole: in, Groundwater Adjustment B• Index Well# Reading Date: Index Well level Adj.faetor,,,,�� Adj.(7roundwater Level PERCOLATION TEST Date { Observation Time at 4" - Hole# Depth of Perc / Time at tS' Stan Pre-soak Time @ ` t Q — Time(9"-G') End Pre=soak, Rate Min.Mch L"Z Site Failed: Additional Testing Needed(Y/N) Site Suitability Assessment: Site Passed �/`. � i Observation Hole Data To Be Completed on Back----------- Original: Public Health Division ***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. ...,..nrr..rrwnao ncnn�,t nnr DEEP-OBSERVATION HOLE LOG Hole# I Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.)_ (USDA) (Munsell) Mottling (Structure,Stones;Boulders. U�' , Ign�_ ' I 1 DEEP OBSERVATION HOLE LOG Hole# `Z DPPM from ,,,. Soil Horizon. Soil Texture Soil Color Soil Other Surface(rn.) (USDA) (Munsell). Mottling (Structure,Stones,Boulders. ns en .%, / .0 _0 A SL Lo j1,L41z �4.1 5 10 y tZ -54 4Z-139, DEEP OBSERVATION HOLE LOG . . Hole'# Depth from Soil-Horizon Soil Texture , Surface(in.) Soil Color Soil Other t (USDA) (Munsep) . Mottling° (Structure,Stones,Boulders. C i te` DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in;) Other (USDA) (Munsell) Mottling (Structure,Stones;Boulders. o ' Flood Insurance Rate Map.. Above 500•year flood boundary- No Within 500 year boundary No yes Within 100 year flood boundary No!1 yes Depth of Naturally Occurring Pervious Material _Aq. Does at least four feet of natural! occurrin Y g pervious material exist in all areas observed throughout the Area proposed for the soil absorption system? e_S If F not,what is the depth of naturally occurring pervious material?Q • } Certification I certify.that on ��1- Ic1,�t Z>' (date]I have passed_ the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by the consist the requitedent with > k � trai"ing,expertise and experience described in 310 CMR 15.017. i Signature Date Q:\$EPTlC�PERCAQRM:DOC co CA T ION SEWAGE PERMIT NO• VILLAGE INSTA LLER'S NAME' & ADDRESS. S U I L D E R� OR OWNER —�- DATE PERMIT ISSUED �--� DATE COMPLIANCE ISSUED Ao N O c 7 ilk No...... .. FRim.............................. THE COMMONWEALTH OF MASSACHUSETTS BOA" F HEALTH ..............OF.............. ... ... ...... . ....................... Aliptiration for Uhipolial Works Tomitrurtion Vamit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: -4) - ................ /9��& ... .... .. ....I............................ ........................... --------------------------------------- C ion-Addres .. Lo No. t ... ... . ....... . ...... . . .... ....... ..... .... .......; ..............V ...... ..V.56.. .. .... I _Dcaner A44css ................................ ...4L------------- Install Address PQ Building Size Lot..Al--- feet U Dwelling—No. of Bedrooms....�_?_ .:..............................Expansion Attic Garbage Grinder Other—Type of Building ............................ No. of persons__................_.._____.. Showers Cafeteria Otherfix2 ------ ------------------------------------- ........ T ....................gallons. Design Flow________________ ..........gallons per person d Total daily flow-_.....__..... 9 Septic Tank—Liquid capacityjk gallons Length_........_._ idth_��------- Diameter---------------- Depth.,S'�K -. Disposal Trench—No..................... Width_....__...._........ Total Length.................... Total leaching area....................sq. ft. Seepage Pit No----4070 .7')Diameter. ../.......... Depth below inlet................1 Total leaching area.Z2-6.6...sq. f t. Z Other Distribution box Dosing tank Percolation Test Results Performed by.......................................................................... Date........................................ ,.-I Test Pit No. 1--/ 2_.minutes per inch Depth of Test Pit.....Z;Z...... Depth to ground water-.- Test Pit No. 2................minutes per inch Depth of Test Pit____.._........._... Depth to ground water.___..._.............__. ............................................................................................................................................................. 0 Description of Soil--.-- re....... .................................................................................................. < // ............ .... U ........... .............. -----------------------------------------------------------------------------------------------------------------------------------------............................................. U Nature of Repairs or Alterations—Answer when applicable................................................................................................ ........................................................................................................................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE LE 5 of the State Sanitary-Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has 11�en issued by the board of health. ..ign .... .... .... .. ...... ........ .. ... ................ ...... ...................... ApplicationApproved By.. .. ................ ........ ...................6....................... . .. .............................. Date for 0"; Application Disappr or the following reasons:................................................................................................................ ......................................................................................................................................................................................................... Date PermitNo......................................................... Issued...................................................... Date FssNo....................... ............................. THE COMMONWEALTH OF MASSACHUSETTS CIA R-D-Of HEALTH 0 ..............0F... .................................. Aplifiration for UhipoM Works Tonstrurtion Vantit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: ... ... ................................................... .................... ✓ Addre—s— No to - -------------- o a n-A ... . ..... . . .................................................... .... wner A112-s C�7............... ........... ..le . .................... Installed V Address <'ae Building Size Lot._�.... ................Sq. feet Dwelling—No. of Bedrooms.... .................................Expansion Attic Garbage Grinder aOther—Type of Building ............................ No. of persons_._.___.._.__._______._.___. Showers Cafeteria C4 Other fix r ------------------------------------- -al Design Flow................. ...........gallons per person p;, ........ Width... .... Diameter................. Depth_____. day. Total daily..flow......... J4.................... Ions. P4 Septic Tank—Liquid capacity !��allons Length--0, .) ........... .............. W 141", Disposal Trench No_.................... Width_. __..._._____.___ . Total Length_.____._.__.__.._._. Total leaching area....................sq. f t. Seepage Pit No. 7............ Depth below inlet___._.__..______ Total leaching area..P!��4..sq. ft. J,4070 Diameter. Z Other Distribution ?10 X ( ) Dosing tank ( ) Percolation Test Results Performed by_______________________________________________ Date__..____.___....___._____ Test Pit No. I.../ :Zn.minutes per inch Depth of Test Pit____________________ Depth to ground water_.__ 4q Test Pit No. 2................minutes per inch Depth of Test Pit.____._._._.________ Depth to ground water..___-._.__._______._... P4 .................................................................................................... ........ If/ , 3 '� **-V� --- -------------- ........ 0 Description of Soil......A -1.2....... .. .......L4....................................................................... ....................... i.................................................................................................................. ........................................................................................................................................................................................................ U Nature of Repairs or Alterations—Answer when applicable...................................................................... ........................ ...................................................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has Xbnsued by the board of health>gned . ..... ....... ...... ...... .............. ........ ..... ... ................ ;7... Application Approved By.... ............................................. .. ........ ....................... Date Applkation Disapprove ,or e following 'reasons:..................w.............I.................................................................................. ....................................................................................................................................................................................................... Date PermitNo......................................................... IssuedL........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF......................................................: **.......... ............. Trrtifir,* of Toutpfiattrr THI 0 RTIF That th4jmoil ri-adual Sewage Disposal System constructed or Repaired Tr by. .. . . . .... .....0 at............. ... .. . . ......................................................I.n..s.t.a.l.l.e.r.......................-.-.-.-.-.-.-.-.­...1.­..1.1................................................ ................. has .......... been ins Ile accordance with the provisions of TIT d -Ly 55 oe e State Sanitary Ap des he ap zil__ plication fo posal Works Construction Permit No..-- ....... ............ dated-- -- -- --- K-, ��//_�---------------------- THE ISSUANCF OF THIS CERTIFICATE SHALL NOT BE CON2UWAS A GUARANTEE THAT THE SYSTEM WIL F CTION SATISFACTORY. DATE.... ....... ---------------------------------------- Inspector -------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOA RP_.Q,�, HEALTH .............0 F....... ............ ... .......... �, I . .a_�;W......................... No... .................... FEE....Z.................. Disposal jar oil, urt, Vamit Permissionis hereby granted_.._.____.. ........... ....................... ............... .. .... ................................................................ to Construct '( Vor Repair aKInd idu'al"S'ewd sposal 'S ..........................to I---�Ispo-s atNo.................. ....... ..........7 Street as shown on the/ap ti -for Disposal Works Construction Permit No._______. .... Med................................. 4� o�rd of Health DATE.... .... .... .. ... ................................................... LF R%1 1255 HOBBS & WARREN, INC., PUBLISHERS V ) L>IIJ ✓•i s-- ►►�GIr-- F,ZtAtLY - BGOR0OM • 1.10 GAR.I�AGE Ga.,No�cz- p/�,ILy FI_ow z IIU x 5EPTtG TPNK = 33ox 150% = ,19 J G.P Q t15� ►000 GAL. I ZOO D%5Pa5AL- PIT v5E Ivoo Gal. S D�WALL AR CD = ►�o S.t - /c�S.Go I. BOTTOM ASZEA' .. I 5 o S.F• X 1. -To'TAI- pESIGN = .425 "TOTAL. DAILN<' FL_o oGPo. PE2COLA,•TI0N RATS : 1''iN 2MIN opt-E55 3 s ye.9 �• OF Al ALA RICHARD rl A NES I a. f> BAXTER i '1� ' Na 24048 0. G , fsuSsfo N at "` -top Fuu =ioco.o • IUJ. oaL; - ©c)x 9� TaNk ' •j•v?�d IUV. I G�a✓�t �cncu i PIT INV. INV. wltu� ��3 y1•S WASN6D 4 4 SAS 670HC 9� i f. • �I � �I C 2TIFICD PLoT PLAtiW Z � 871 PRUFIL� �.004-t ►oN i,�y,�,�,,��s Wo 5CAL& 5 CA L w a } P L P.t•l R E P E IZE N c.E i; 1, CE RT►FY 'TNAT •TNE �6TIh16 �Nn 5No►rYN Y NE R.Eo til GOMPL,,(S yJITN"THE S I of L1N ,Lp-7- /9 8 A Q P 56-ceAGK fZ.6Qu►R.EM>✓N-I'� of Tµ� a�2E�7 PG. Z9 'To W N or- I QNSTPv►--'E A N T I S I.IG�f p L.OG�TE� ITNIIJ TN•E Gl-ooD Pt_tiIN BAXTEiZe P.I`(E INC• REG I S�rr-26U'I-Au D S u -T►a15 PV�tA ENT S at\/2C 'TNE 0- 1:FSET5 SUout, OSTELZViI.I� MAss• II No't u5E0Tco DE"TEW^INS L.cT APPI.I CA,►-J �hl✓ ItJGI. ,FpjAtLNN _ BGOt2ooM \'` I.lo GAc2.6AGE• �jtZIIJDEt2. pAILY Ft oW Ito A 3 SEPTIC, TAQK = . 33Ox15�>% = a97G.Po ® v5E l000 GAL. I Zo 3 DISPoSA►- PIT �5E too0 t�AL. �5o S.I= • x 2.5 r 37 5 5qF� . &OTrOM A2EA- .. l0 5•r•5 �c S.F x"ToTA 1- G.PD.TcTALGZATE : I"IN ZMIIJ 99L ye'9w .T � I, J 4. �P�AH 0f ti�sa sg•� 5,•, i4 pr ALAN RIGAARO �r w. ^I I a�> BAXTER N F y r J Na.24048 i #f�232� S Top F1,113=l00.0 '1'va��* ST. INS. C O&L.- 97 -rr► .SaNa� Gay.. yJ� I� �✓Et- LCAGII I PIT �. W1I tll INV.3 y1s .yea WAC.,ucD C`w'P,�� 6'TvNE 1911 /Z • �t �I CERTIFIED PLoT PLA►J i> B7 / PRZ0F Lo4A-TIoN 7,1 ,�,�/.c�%s M NO. .5 LE SCALG .x R REF Sze IJCsr 1 GGIzTtFY NAT 'T N V--- V;<6TI R 6 Nn5NAC) N lk gr tZE01�1 GoMPLYS yJITN -THE AND 51^TelAGK R-GQOIR.EMENT� 'To W N OP: I Q►`ISTA,3' �..`�c A N I S LOCFaTER ITNI?J THE G.� oop F'Ln IN . DATE G gAXTEIZe P.IYE INC• REG I SZ�Q.6U t-AW D 5 u My E`�oeS -tul5 P��ti ► 5 f\Jo�( f3n5c D Old AN OSTE2vIl-t - MA-S5. I) IuSTRuMENT S�2vEY -rNE n_ I I'SE?5 5uouP Wo-T P>R USEDTd �ETE(t/�I►� ,. oT t_INE�j,'.; . f�PPLICG.�T �,�T�-,sIT��Ss.G1C�1/�G. 1 ROUM 28 7>v LEGEND ° 78 PROPOSED CONTOUR LOCUS EXISTING SEPTIC TANK EXISTING S.A.S. 797 PROPOSED SPOT GRADE TOP OF TANK EL.=99.37 TO BE PUMPED & '' EXISTING CONTOUR • INV.(OUT)=98.04f FILLED WITH SAND �'"'"""� y 's 102,76 x EXISTING SPOT GRADE s ° TEST PIT v; BENCHMARK: :l Na,hfee N/ EXISTING WATER SERVICE BUt,1Ct11^AD CORNER f' •F -y�� � ELEV.(AS5UML°D DATUM) F' r�s t r� ... ` ` �� + OHW wear N sr `e OVERHEAD WIRES �9 _£ !` s� �} BENCHMARK N230 1-0 7"E �R I f LOCUS MAP N.T.S. + . �0 1 �"f TP-2_ - - .-1 t GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL t O �. 2 BOARD OF HEALTH AND THE DESIGN ENGINEER. �N l 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS { �3 ; •' OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE O LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: �"-' `•� - 310 CMR 15.405 b)- CONTENTS OF LOCAL UPGRADE APPROVAL 9 99 - `., a, 1) A 6' variance, S.A.S. to cellar wall, for a 14' setback. 9, / • >Q 1� I�-13.2— -10 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE _ T DESIGN ENGINEER. / " 9`9) 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING / NO. 69 �,% J j/ 20 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN �) SPY.; / / 'Q o ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM, 1M ni j /%' ; Fes' , /' (aj 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF ! o ,T.0 F. a 100.82+/ �/ - THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF j % HEALTH FOR, PROPER INSPECTIONS DURING CONSTRUCTION. Z' / ; i '� 40 MIL POLY LINER 5' OUTSIDE S.A.S. AS SHOWN 7. WATER SUPPLY PROVIDED BY TOWN WATER. 9� 9$ SET EL,=97.0 to 95.0 8. THERE ARE NO ABUTTING WELLS LOCATED WITHIN 150' OF THE S.A.S. `?9 �u' I f 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED j 9�� TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. < t j 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 94 p � CONSTRUCTION. APN 270— OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 10,419t5F 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. l" > AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). n ( } - 12. CONTRACTOR SHALL EVALUATE STUCTURAL INTEGRITY OF EXISTING SEPTIC TANK PRIOR TO CONSTRUCTION. 04 Ss9 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY �P �y� AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. I .O(Y o PETER T. ✓, !)2A*J&IV20W McENTEE a VIL CI 109 a, 35 PROPOSED SEPTIC SYSTEM UPGRADE �2 s� , s9 69 WAGON LANE, HYANNIS, MA WAGONLANE ; Prepared for: Marshall Berry, 69 Wagon Lane, Hyannis, MA 02601 Engineering by: Surveying by: SCALE DRAWN JOB. N0. Eng1nmdngWorks HOOD SURVEY GROUP 1"=20' P.T.M. 169-07 12 West Crossfield Road 18 Route 6A DATE CHECKED SHEET N0. Forestdole, MA 02644 Sandwich, MA 02563 (508) 477-5313 (508) 888-1090 7/13/07 P.T.M. 1 of 2 1 I , NOTE: FINISH GRADEBSHALOLUNOT BE <PROPOSED : T.O.F F.G. EL: 99.7t FOR A DISTANCE OF 15' AROUND THE (EXISTING) F.G. EL: 99.8tt PERIMETER OF THE S.A.S. EXISTING F.G. EL: 99.9%P(EXISTING) MAINTAIN 2% MIN SLOPE OVER S.A.S. 4" SCH 40 PVC PERFORATED PIPE WITH SCREW CAP SET TO WITHIN 3" OF FINISH INSTALL RISERS OVER INLET & OUTLET INSTALL RISER OVER D-BOX TO 9-500 GALLON LEACHING CHAMBERS_ GRADE TO SERVE AS INSPECTION PORT. TO WITHIN 6" OF FINISH GRADE WITHIN 6" OF FINISH GRADE IN SERIES IES WITH STONE ALL SIDES I INSTALL 2RISER OVER CHAMBER L =3' L=35' WIIN 6 F FINISH GRADE SHOWN ON PLAN AND SET COVER O 4" SCH 40 PVC 4" SCH 40 PVC —2" LAYER OF 1/8" TO 1/2" ,o^ " DOUBLE WASHED STONE EXISTING a 1a^ ® S= 1% (MIN.) e 0 S= 1% (MIN.) a®a won (OR APPROVED FILTER FABRIC) 48" IOUID INV.=97.87 INV.=97.70 2' EFF. DEPTH ®®aaaa® a::... . LEVEL 3/4"-1 1/2" EXISTING _ 4' S.2' 4 DOUBLE WASHED BAFFLEINV.=98.04f D + EFFECTIVE WIDTH = 13.2' STONE EXISTINQ 1000 GALLON SEPTI TANK (EXISTING) INV.=96.00 (SEE NOTE 12-SHEET 1) 4 TOP CONC. ELEV.=96.8 --BREAKOUT ELEV.=96.5 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING INV. ELEV.=96.00 as 015 PIPE INVERTS PRIOR TO CONSTRUCTION. !MINN.. 10aa 2) D—BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=94.00 3' 2 x 8.5' = t7.0' I 3' GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 23.0' 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. 3) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE. NO G.W. ENCOUNTERED r BOTTOM OF TP EL: 88.4 (TP-2) SEPTIC SYSTEM PROFILE N.T.S. I (3) 5" DIA.OUTLETS 2. DESIGN CRITERIA NUMBER OF BEDROOMS: 3 BEDROOMS . O 12" SOIL TYPE: CLASS I 15.5" 6„ t: s' DESIGN PERCOLATION RATE: 5 MIN./IN. i I vi I. SOIL LOG DAILY FLOW: 330 G.P.D. H-10 LOADING 2" I;� a I N DESIGN FLOW: 330 G,P.D 0—BOX 'I5 I ) ARBAGE GRINDER: NO ^� CY DATE: JULY 12 '2007 P-11,835 IL EVALU : VERONICA WARDEN C.S. EACHING AREA REQUIRED: (330) = 445.9 S.F. ' WITNE S: DONNA MI - EALTH AGEN \�J 74 EXISTING SEPTIC TANK: 1000 GALLON CAPACITY (EST►MATED) ®®®® O ®10®® �'' Eiev. TP-1 Depth Elev. TP-2 Depth 33" /,i -� �- USE 2 500 GALLON LEACHING CHAMBERS IN SERIES o ®®EM E3 ER®®EM®®® �' / /, / 100.1 A"SANDY LOAM O,. 99.9 A SANDY LOAM 0" N _ ®I�®®®®®E3ERE3 0. 69 �i/,� 10YR 4/2 10YR 4/2 SIDEWALL AREA: 2(13.2' + 23.0') X 2 = 144.8 S.F. j 99.3 10" 99.4 b" / i'/ �I STY.' �, �`�' �a' e e BOTTOM AREA: 13.2' x 23.0' = 303.6 S.F. 102" ' SANDY LOAM SANDY LOAM /' 1!1WD. MM./ /�/,. 448.4 S.F. 1oYR s/6 1U'YR 5/6 TOTAL AREA: % T.O.F. 100.82'//% 97.4 C 32" 96.4 C 42" DESIGN FLOW PROVIDED: 0.74(448.4) = 331.8 G.P.D. 4^ KNOCKOUT 20" DIA. COVER —/, �� ���� 42" U " KNOCKOUT 4" KNOCKOUT B4" a TIC SYSTEM UPGRADE O 54^ PROPOSED SEP 4" KNOCKOUT 2.5Y6/4 2.5Y6/D 69 WAGON LANE, HYANNIS, MA ! Prepared for: Marshall Berry, 69 Wagon Lane, Hyannis, MA 02601 Engineering by: Surveying by: SCALE DRAWN JOB. NO. 500 GALLON CAPACITY, H-10 LOADING 88.6 138" 88.a 138" P.T.M. 169-07 LAYOUT Engineering>f�rns HOOD SURVEY GROUP N.T.S. CHAMBERS S.A.S. LAYOUT NO GROUNDWATER OBSERVED 12 West Crossfie0 Road 18 Route 6A DATE CHECKED SHEET NO. PERC RATE <2 MIN/IN. ("C" HORIZON - TP 1) Forestdale, MA 02644 Sandwich, MA 02563 7/13/07 P.T.M. 2 of 2 (508) 477-5313 (508) 888-1090