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HomeMy WebLinkAbout0015 AURORA AVENUE - Health (2) SMEAD KEEPING YOU ORGANIZED I No. 10334 f 2.153L, MADE IN USA GET ORGANIZED AT SMEARCOM i �r No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye . PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplitation for Bisposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) OComplete System ❑Individual Components Location Address or Lot No./� Owner's Name Address,and Tel.No.s o�3d�y837 Assessor's Map/Parcel %j s'/ �Ins ler' Name,Address,and Tel.No.,��� %�' �� Designer's Name,Address,and Tel.No.6'/���- 4v� �/.v iEp C� C'o�!a?B�i�iG S E�/'vfae S'r5�a� 77 ca <'�/.s xklplri�p 3L5_b Type of Building: Dwelling No.of Bedrooms Lot Size /oio sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3�A� gpd Design flow provided `t" 11 u Plan Date G�/,�p��/ Number of sheets L Revision Date °J]F Title Size of Septic Tank /®d o G,/ Type of S.A.S. Description of Soil �.Y� _:g., -- 7_51 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 of Health. / y Signed ��y�--- �� Date Application Approved by VIV\ Date Application Disapproved by Date Tf for the following reasons Permit No._7�aT ��� Date Issued 4 No; U CDC �' T i Y. Fee . a THE COMMONWEALTH OF MASSACHUSETTS Enter in compu'ter: ,/°'" - PUBLIC HEALTH DIVISION - TOVI�IN OF BARNSTABLE, MASSACHUSETTS Yes ae pplication for loisposaY stem Construction Permit Application for a Permit to Construct Repair'+ U +rade Abandon 0 oom lete S stem "''`pp ( ) p ( pg ( ) u,a ( ) p y ❑Individual Components Locaiion Address or Lot No./'� Ui'ctisp �� ?, Owr er's Name Address,and Tel.No.,66"- gAssessor's Map/Parcel ,1?rl /4,,V s41-0ue Ins ler',S Name,Address,and Tel.No. 9 'ram »✓' �✓'� Designer's Name Address,and Tel.No.G'/t,747- sdr/ •-.G(m/Pyli�W C'� �4 Ci�i $ t�to�fG p S'fir,�y� Ti e� /.r�ewrSs�r 3✓`a 4.s4 57'. L.lY+ r..was� �'/'� ITT .�..��rw�6ssali ' Type of Building: Dwelling No.of Bedrooms Lot Size ,"gocw t/ sq.ft. Garbage Grinder( ) Other Type of Building .No.of Persons Showers( ) Cafeteria(j ) Other Fixtures 1,.. r Design Flow(min.required) 3 30 41.gpd Design flow provided gpd Plan Date el Pla/ Number of sheets ,Revision Date Title Size of Septic Tank /eo e O . / Type of S.A.S. •. Description of Soil Zo o±eyy Nature of Repairs or Alterations(Answer when applicable) pia ,��/i3 s"' o? fir r �� l�¢G� f;�/�/ 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. i Signed ,ram' �, �'} f Date e7_ z,e.2/ T Application Approved by !.`�/.Llt.�L�. u, r,";:�► `' Date CJ'/ _�'j -aj Application Disapproved by Date for the following reasons Permit No. -- ' Date Issued , J .- ------------------------- ---- .----- THE COMMONWEALTH ORMASSACHUSETTS BARNSTABLE;MASSACHUSETTS : r Certificate of Compliante { THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(✓) Upgraded( ) - a Abandoned( )by >.' at /5-�irr,re� ,�,©, �,,�,•r�yY/c�+ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. )�t ,,, dated , t Installer -�`� ;�"`— 4 Designer #bedrooms 4� r Approved design flow � /" gpd The issuance of th s ..it s •ll not be c st f system will as a guarantee that the syste will function.as.design d. m r Date r/• � Inspector _ ----_tee_--__ - --.____�.- - - --- --- -- ---- ----- , - � - %� �. 4 p No. n;?,( '° � - - Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION 1 BARNSTABLE,MASSACHUSETTS 14 oisposal 60sre n Construction Permit .i 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 r 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 J _ Approved by G t Y 1 7/' ,[/t•'t,( �/! /. .. .r+ . qwn Qf Barnstable:; o a, Regulator"y Services ti ' Richar d V. Scala, Interim"Director HAIR S,N BLE; MAC -Public )�iealth lli�tis 94, Thding h 44;l"n,'nirector r A�FO MA'i s . 20„„ ;Main street;Hyannis,MA(12601 office: 508-862-4644 f ax. .548 7y0=(3U Hoineow ier Certification Form for Alternative'Systegg Property Address: \PL\Wm( , n� C)aza Assessor's Map\Par c•el . Property Owners Name In accordance',with Mssacliusetts" DEP altenative,.systerri appi=oval letters, "the,following cetttficatoit information is', required;"by tli . Owner of t`ecot,d, The Qwner'ot reeord rnust ,place' an "?,c" in.,the applicable bo- e VIoweach,ltrie certifying the;tnfoirnation,; Yes N\A ❑ 1'=have'been;provided"a,copy''of;the``'Jod 5 I/A teclinol— Approval 1"eater's (15 page;Sfandard Conditions letter"and tlespe'cificlechnology let"tet) ❑ ;_ I,have been provided w ith the Owner s Manual 11 a I have.been provided with the Operation:and Maintenance Manual i For Systems installed'under aRemedial Use Appoval, I<agree<to.fiitfill my r:.esponsibilities"to:provide a'Deed"Notice,as rcquire"d by ITO"CMR 15,287(10)` ,an d the Approval - oriSystems installed finder,a Remedial Use Approval, Iagree10 fulfi]l,my responsibilities to �: y ptoytae written not,'IJ anon„of ih•e,Apptoval to airy new,' An r,,as iequired.l y i �3:10 CIVIR,15:287(5): the„design does riot pi"oxide fnr;tlie use o:f aibi e riiders,Fthe,rest' ►ctiotl,is"unders'tood" ,. . and accepted Whether or"not covered by a warranty,.l'undetstand the requirement to repair; replace„root ify Or,take any'other action;As required by the Department or the;LAA, if"the Department or the LAkdetermines the System to,ve failing to pip:tect public health and'''fity and'lire ezvit dime s defii ed An 310 CNIR 15.303: 1 agree to c omply with A ten s and."coiiditions abo e Property i pi inter, na T „I?rope� y OWnLIS Si" ue Date; Note: 'Phis must" be. Submitted a on with `the `se""Cie-"sVsteiii• firs osal works ' ermit a ication` foe`'all 'I\A`systems :inciudin new construction re 'airs.\u grades with and'" �,K w.ithoureate `('Stone}. :'An`d "with". conventional :'desi''rii::criteria' or.credited' deliQii . criteria.. . .. , m. _ Q:QSeptic,iA homeowner ceriitt6zf oii:doc �- Town of Barnstable ` '�+�.� Inspectional Services Public Health Division tiARNSrABLE, 9Q MASS, Thomas McKean,Director �3e . �a19� n`o 39 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 8/17/2021 Sewage Permit# 2021-290 Assessor's Map\Parcel 251/118 g Justin Lamoureux, Stron Tree Cape Cod Septic Services - MA43, Designer: Installer: Address: P.O. Box 977, E. Sandwich MA 02537` Address: 350 Route 28 W.Yarmouth, MA 02673 On Cape Cod Septic (date) (installer) — was issued a permit to install a septic system at 15 Aurora Avenue, Centerville based on a design drawn by (address) Justin Lamoureux, Strong Tree EngineerMed 05/26/2021 (designer) X 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. XI certify that the system referenced above was constructed in liance with the to rms of the IAA approval letters (if applicable) tN OF JUSTIN J. _IAMOUREUX (Installer's Signature) CIVIL N No.47377 Fss/ONAt (Designer's Signature) (Affix Desi Stamp Here) 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. \\toa\depts\HEALTMSEWERconnect\SEPTIC1DesignerCertification Form Rev 5-14-13.DOC C TOWN OF BARNS ABLE /� Q h Li6f ATION 5 U�( - 6 A U SEWAGE# " ' ( ` v VILLAGE Cje 1J R-Q k\VP— //�� ,,,, ASSESSOR'S MAP&LOT l� S INSTALLER'S NAME&PHONE NO. pd J e 08 cSLA kc- SEPTIC TANK CAPACITY � �'�� OUy LEACHING FACILITY.(type)3(o QU it U kV (size) ((T 1( 4� NO.OF BEDROOMS L0( BUILDER OR OWNER PERMIT DATE: 3 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 c'it (If any wetlands exist within 300eet-e leaching acih ) Feet Furnished by Ra o aN �33 ' � 3 3� . d �4f TOWN OFS Lt•CATION BARNTABLE L'i�0 1 7 i� V��/ SEWAGE# VILLAGE r ti 1�c�LV�', 0 INSTALLER'S NAME&PHONE NO. ASSESSOR'S MAP&LOT SEPTIC TANK CAPACITY �J��cf� `� �uG �ta-1 LEACHING FACILITY:(type) NO.OF BEDROOMS (size) Lem BUILDER OR OWNER PERMIT DATE: g— 3 COMPLIANCE DATE:Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facilit Private Water Supply well and Leaching Facility (If any wells exist y Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching ac' iry(If any wetlands exist Feet within 300 feet leaching acili ) Furnished by Feet �. �Ck A.4 ► c� a 3 3 ' 6 _------® � 7 � 0 ; o ACCEPTABLE NATIVE GRANULAR SAND OR LOAMY r •„ - >' "x " ' =ram "` y'{ SAND BACKFILL MATERIAL OR TITLE 5 SAND B > ^ ACCEPTABLE NATIVE GRANULAR SAND OR MIRAFI 140N FILTER FABRIC WASTEWATER NOTES 4"PERFORATED INSPECTION PORT WITH ., � • . r,i,: sr ? LOAMY SAND BACKFILL MATERIAL OR TITLE 5 OR APPROVED EQUAL 36 } 2 SCREW ON CAP SET WITHIN 3 OF FINISH4"PERFORATED INSPECTION PORT WITH SCREW ON CAP SAND FREE OF STONES GREATER THAN 6",CLAY, ABOVE CHAMBERS 1. ELEVATION,PROPERTY LINE AND EXISTING CONDITIONS ON " GRADE SEE SITE PLAN FOR LOCATIONSET WITHIN 3 OF FINISH GRADE(SEE PLAN FOR LOCATION) ( ) WOOD DEBRIS,OR IMPERVIOUS MATERIAL THIS PLAN ARE BASED ON A SURVEY CONDUCTED BY STRONG SEE SCHEDULE FOR TREE ENGINEERING,MAY 2021. FINISHED GRADE MIRAFI 140N FILTER FABRIC CHAMBER ELEVATIONS FINISH ELEVATION-GRADE FOR POSITIVE ti 2%MIN OR EQUAL ABOVE CHAMBER o C. nr� LOAM&SEED DRAINAGE OVER FIELD(2/o MIN.SEE PLAN) 2. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE STATE ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF THE LOCAL BOARD OF HEALTH. a o - .. 3MAX. 3MAX. „ 3. THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE 9 MIN. „_ - 9 MIN I I ES ARY T AYOUT AND CONSTRUCT THE N.. INFORMATION NEC S O L- T . : PROPOSED SEWAGE DISPOSAL SYSTEM REPRESENTED ON IT. 3 O - - - T T I PLA M T BE APPROVED BY THE � ` ANY CHANGES O H S N USTO INVERTI EER D/OR THE LOCAL BOARD OF HEALTH BOH STAFF. ( ) : ENGINEER AN $$@per -i < .' ,> ; r I •.' - - --- CHAMBER 4. PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL , QUICK 4 PLUS STANDARD LOW .:III- „HEIGHT 8 f PROFILE CHAMBER ORE UAL _ D ENGINEER ON Q COORDINATE WITH THE PROPERTY OWNER AN , . ,:• < 4 , -.., r-= , / r .,, „ - �`- '-=""• h..--- - - - ---- - - - - 4 SCH.40 PVC - - -- - ---- - - THE CONSTRUCTION SITE ACCESS AND MATERIAL STOCK PILE 8 - _ - - - - - - - - - - - - - _ _ _ _ - ®I - -III - - --11I- ,. - - _� _ � _ m.= .= 1 . _ F .. ,:. , �- .• , . _ III a I I T, _I I - _ _.., FROM D-BOX _ _ III III III III IIII I I hI I I i I I�I I. .� , _..- - - AREAS. �a 94r'a:' i ? TYP. _ - - - - - - - `.� ; , � - = v � � � - = � � - -I I I_ - - - =_-_� - � .- � � - d I _-III-III-I I hI i I-III III-I -: II III III II� I I_ II III III III Ii I ,I � III III III III III III III III III III III III _II II, L ,._ -• _. �,-. ' t .,, ^ : a.:, - ---- •---• = - - - - � .- � � ._: UNDISTURBED EARTH OR -- - - - - - - �I � '- TRENCH AFETY SHALL BE THE RESPONSIBILITY OF THE :,. - i I-i'-it-I ifii I I I� I I-I I -I I I_I I I-III-III-I 11-1 I ICI I ICI I I•�I I I-III=1 I hI I Imo►I hI 11-1 I I-IIII_I I I•=111= 5. S S �a -I 1 I-I t I-III-III-t I I-I - - -- - - - - -I .,,,, , t I h i I I i I I III _III- I I I-�I�� COMPACTED BACKFILL I - - - -_- - - - - - CONTRACTOR INCLUDING ANY LOCAL AND/OR STATE PERMITS „,` ,� I I -I I I_I I I-I I I_I I I-I I I_I I l i 11 III-I I ICI I I-I I I�I 11-I l I-1 11'I I hI I I_I I I�I I I-111-III-I I I� �r,.' "�5 `1 s I? y ,: REMOVE 12 INCHES f OF =III=�I I=1 I 1=III=1 I I-1 I I=I{1=7 I 1=1 I I={ �- _ _ REQUIRED FOR THE TRENCH WORK. THIS WORK MAYBE ` «.. _ I I L=1�I�IIhI f i-1 11-IIL- -1 ,III-III- 5 MIN. Q l SANDY LOAM MATERIAL -III- k:,. -III -III_I I IIII I I-I 4 TRENCHES OF 6 CHAMBERS AND END PLATES -'I I-III- I I REQUIRED TO TAKE PLACE OUTSIDE OF NORMAL HOURS OF REPLACE WITH TITLE 5 SAND _ SEPARATION OPERATION FOR THE FACILITY.THE CONTRACTOR SHALL PLAN . ,' ` I-. SEE SITE PLAN ACCORDINGLY. log ` TYPICAL PROFILE '� � ` - „ UNDISTURBED EARTH OR NOT TO SCALE 6. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES FOUND wady- COMPACTED BACKFILL IN SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE ass � u'� #i9 ;.= DESIGN ENGINEER. ' GROUNDWATER MOTTLING:63.5'f ".r 3 7. CONTRACTOR TO PUMP SEPTIC TANK. FAILING TO PROPERLY -- SANITARY ABSORPTION FIELD - LEACHING FIELD ER DET INSPECT OR PUMP THE SEPTIC TANKS AND TREATMENT SYSTEM a ' �' QUICK 4 PLUS STANDARD LOW PROFILE INFILTRATOR CHAMB AIL OR CHANGES To EFFLUENT Flow,GRADING,OR LANDSCAPING, 70am` w' I EITHER ON-SITE OR ADJACENT TO THE SITE,MAY RESULT IN NOT TO SCALE IMPROPER FUNCTIONING OF THE SEPTIC AND LEACHING SYSTEM(S). a2 ? " r ,' PIPE PENETRATIONS: WATERTIGHT COVER:SET 8. CALL"DIGSAFE"AT LEAST72 HOURS PRIOR TO COMMENCING ALL CONNECTIONS TO HAVE WATER CONSTRUCTION AT 1-888-DIG-SAFE AND ANY OTHER CONCRETE ACCESS HATCH OR ,•; , . „ .Y a� TIGHT HYDRAULIC CEMENT SEAL MANHOLE COVER 6"BELOW GRADE APPLICABLE AGENCIES TO FIELD VERIFY LOCATIONS OF E : + �` � •,,..�.�;,,� . 22a ,' ;n EXISTING UTILITIES. - - a ICI I I EL.:SEE PLAN - _ _ LOAM&SEED _ 9. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK ONCE PROPERTY EERY 2 YEARS. PERPETUAL MAINTENANCE IS REQUIRED. TOP OF D-BOX -I I 10. THIS ON-SITE WASTEWATER TREATMENT SYSTEM IS NOT I I-I I I I DESIGNED FOR USE WITH A GARBAGE GRINDER. 2" -III FLOW MIN. `; FLOW -I I- 11. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT II I I I-I I-III AT ALL POINTS WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. 4"SCH 40 PVC FROM 4"SCH 40 PVC TO SEPTIC TANK SEPTIC FIELD 12. USE SCHEDULE 40 PVC PIPING WITH WATERTIGHT JOINTS I I=1 11= I=I I= 11=I O =-= O -III-!I I UNLESS OTHERWISE NOTED ON PLAN. ALL PIPE SHALL BE LOCUS PLAN 6"MIN. =I I PLACED ON A COMPACTED FIRM BASE. SCALE: 1"-200' SUMP 13. THE CONTRACTOR SHALL RESTORE ALL SURFACES EQUAL TO NATIVE MATERIAL THEIR ORIGINAL CONDITION AFTER CONSTRUCTION IS OR GRANULAR FILL 6"OF 3/4"COMPACTED COMPLETE. AREAS NOT DISTURBED BY CONSTRUCTION SHALL CRUSHED STONE BASE BE LEFT NATURAL.THE CONTRACTOR SHALL TAKE CARE TO GRAPHIC SCALE INLET TEE PREVENT DAMAGE TO SHRUBS,TREES,OTHER LANDSCAPING j AND/OR NATURAL FEATURES. WHEREAS THE PLANS DO NOT 1 20 0 10 20 40 80 NOTES: SHOW ALL LANDSCAPE FEATURES,EXISTING CONDITIONS MUST PROVIDE OUTLET DISTRIBUTION BOX WITH BAFFLE INSTALLED ON LEVEL STABLE BASE. BE VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE WORK. j I INSTALL FIRST 2 FEET OF OUTLET PIPES LEVEL(NO SLOPE). ONE OUTLET FOR EACH j DISTRIBUTION LINE. OUTLETS NOT USED SHALL BE CAPPED 14. EXISTING SEPTIC SYSTEM TO BE REMOVED OR BACKFILLED / PROPOSED H-10 DISTRIBUTION BOX DETAIL AND ABANDONED PER TITLE s REQUIREMENTs.TITE 5,310 CMR j (in feet) 15.354(3). NOT TO SCALE 15. 16. AREAS UNDER THE LEACHING FIELD FOUND TO HAVE j EQ NCH = 2� FEET UNSUITABLE SOIL MUST BE REPLACED WITH TITLE 5 SAND AS SPECIFIED IN 3 10 CMR TO HAVE UNSUITABLE IMATERIAL ANY BE REPORTED TAS THAT ARE O ~ j TREATMENT:SYSTEM DESIGN CRITERIA j B ENGINEER. /w .. SCHED IJLL' V� U Y ATJ`IONS j dF C 17. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL t USE SINGLE FAMILY j FL. RUN SLOPE COORDINATE WITH THE HOMEOWNER,AND ENGINEER ON THE BUILDINGFOUNDATION 73.10 NUMBER OF BEDROOMS(EXISTING) 3 BEDROOMS CONSTRUCTION SITE ACCESS AND MATERIAL STOCK PILE o NUMBER OF BEDROOMS(DESIGN) 3 BEDROOMS AREAS. j BENCHMARK: ,`' BUILDINGINVEIZTOUT 69.52 9.00 1.00% ' w AU SEPTIC TANK-INLET 69.43 TOTAL DAILYDESIGN FLOW 330 GPDBEDROOM 18. INSTALL METALLIC DECTABLE WARNING TAPE 6-9-INCHES j EL: 68.47� PR/V Rp R,�1 CxARBAGEDISPOSAL- NO ABOVE THE SEWER PIPE AND SEPTIC STRUCTURES. 4o q VENUE G SEPTIC TANK-OUTLET 6918 - (� 7.00 1.00ojo 19. REPLACE TEE IF NOT IN CONFORMANCE WITH TS 15.227 / W HT pF BENCHMARK: "D"Box-INLET 69.I1 sEPTICTANK INSTALLATION INSPECTION NOTES Q SAY �L: 68.24 200%OF DESIG�IFLOW: 660 GALLON / ` "D"BOX-OUTLET $$:94 1. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS , 2 0.00o/u USE EXISTING 1,000 GALLON SEPTIC TANK ADVANCE NOTICE TO THE ENGINEER AND LOCAL BOARD OF W HEALTH FOR ANY INSPECTION. a 4.70 1.00°la T�T� . . cr Try �,T� ,. �� : CHAMBER-INLET 68.89 ABSORPTION"S 1 STEM �ESIGN CRI l E'ki; � � 2. ALL WASTEWATER SYSTEMS SHALL BE INSPECTED BY THE a. H ENGINEER OR THE LOCAL BOH REPRESENTATIVE PRIOR TO N CcooO CHAMBER BOTTOM TO INVERT 0.28 BACKFILLING. AT A MINIMUM THE FOLLOWING ITEMS SHALL BE PERT)`N S \ �, CHAMBER-BOTTOM 68.62 SOILAEI',50RPTIONSI�TEM INSPECTED: BREAK OUT 69.28 2.1. ALL SYSTEM COMPONENTS BASE AND INSTALLATION � EX / N� °02, h* ` LEACHINGSYSTEMUSED_ INFILTRATOR CHAMBER FIELD PRIOR TO BACKFILL - TOP OF SAS 69.28 2.2. ABANDON EXISTING SYSTEM oZACHING - - ,24't• °�s -' 2.3. FINAL INSPECTION OF BACKFILLED SYSTEM Vy LOWEST GRADE 70.50 DESIGN PERCOLATION RATE: 2 MIN./IN. FENCE f I E L D 3 MINIMUM COVER 1.22 SOIL CLASS: I 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN UP-TO-DATE �, -/ / ,f ( ° HIGHEST FINISH GRADE 71.00 LONG TEEtM ACCEPTANCE RATE(LIAR): 0.74 GPD/S F. AS-BUILT DRAWINGS AND NOTES INDICATING THE HORIZONTAL AND ABANDON EX. LEACHING ✓ VERTICAL LOCATION WITH TWO TIES OF ALL SYSTEM COMPONENTS MAXIMUM COVER 1.72 TOTALMITNIMUM AREA REQUIRED-TITLE 5: 446 S.F.(BOTTOM AREA) INSTALLED. THESE AS-BUILT DRAWINGS AND NOTES WILL BE &D-BOX PER TITLE 5 0 - ° "� f • f' ) o G.W.ELEVATION PER MOTTLING 63.50 UTILIZED BY THE ENGINEER FOR THE PREPARATION OF RECORD a ? p f MIN.SEPARATION TO G.W. 5.12 PLANS. uj - TOTAL AREA PROPOSED: m -�°� I DEP APPROVED EFFECTIVE LEACHING AREA 4.73 S.F./LF SMOF � u; DWELLING r ¢ o-%0 1 '` 3 BEDROOMS 6 e EFFECTIVE LEACHING AREA PER CHAMBER 18.92 SF/CHAMBER FF.=73.1'+ ` ( ) - EX. 1,000 GAL. SEPTIC • ' r EX SEPTIC TANK TO REMAIN TOTAL SURFACE AREA PROVIDED 408 S.F. Lfalo M ux y TANK CONFIRM MEETS TITLE 5 �L` TOTAL EFFECTIVE AREA_ (S'CHAMBERS 2- S.F. C - ! , ( ) TOTAL ALLOWABLEFLOu: 504 G'D 41 TREELINE � o DECK / o l' MINIMUM DESIGN FLOW 330 GPD 4 r 1C� usE] -36'i 81131',W FIFLD 'ITIi36 INFILTRATOR S'YST B QUICK4 LOW PROFILE'CHAMBER - _ FENCE (. St=A/ � ',� A 20.1' r �_ SHED S -BOX S O DECK ,f �G't NOTE:MII ZSURFACEARFA�OF400 SQUAREFMREQUIRED ,.- 11.3' BENCHMARK: " EL: 72.92 ¢' REMOVE AND REPLACE 12" SURFACE T'P-1 ELEV. SURFACE TP-2 ELEV. a BELOW BOTTOM OF NEW. . . . . . o y� 4" SCH. 40 PVC. � � �, ' SW' � INCHES FEET IrrcxEs FEET STRONG TREE / 1 .0' FIELD& 5 LATERALLY (ALL PIPE) (TITLE 5 SAND) SOIL TEST PIT DATA 0.0 " 70.8 0.0 " 70.9 • ENGINEERING RESERVE FIELD AREA-° f?2`. SW2 � �, 2 24I,vv PROPOSED D-BOX �.'.'. > ' ' i PROPERTY INFORMATION PERFORMED BY: JUSTIN LAMOURELJX, A A P.O. Box 977 East Sandwich, MA ``�\� r �. . . I / / m FENCE INSPECTION PORTr o OWNER: BARBOZA FAMILY TRUST P.E., SOIL EVALUATOR, SANDY LOAM SANDY LOAM 1. 02537 Ph: (617) 216-3886 „oy 1y- 6,0 17 0, 1'j•0 FINISHED SURFACE GRADES WITNESSED BY:DONALD DESMARAIS �r �� c/ F'�; �-4 ? TO MATCH EXISTING WITH ADDRESS: 31 WHITE LANE,COTUIT,MA 02635 BARNSTABLE BOARD OF HEALTH 10YR 4/1 1 OYR 4/1 E LOAM&SEED DATE: MAY 20, 2020 4.0 " 70.5 4.0 " 70.5 FIELD SWING TIE ` ASSESSOR'S MAP: 251,PARCEL NUMBER: 118 "I certify that I have passed the $ B Plan Title: ar "^yo LOT SIZE: 1/4 ACRES DESIGNATION DESCRIPTION LENGTH(FT) �J examination approved by the Department of SANITARY SYSTEM REPAIR A TO SWI DECK TO CL FIELD 18.1 ZONING:RD-1 Environmental Protection and that the above m PROPOSED SANITARY NUMBER OF UNITS ON THE PROPERTY: 1 anal sis has been per ormed b me SANDY LOAM SANDY LOAM AT A TO SW2 DECK TO CL FIELD 50.4 y p f y a ABSORPTION SYSTEM NUMBER OF BEDROOMS EXISTING: 3 TOTAL consistent with the required training, expertise, 15 AURORA AVENUE B TO SWl DECK TO CL FIELD 38.4 4 S p 10 YR 5/6 10 YR 5/6 5 0 NUMBER OF BEDROOMS PROPOSED 3 TOTAL and experience described in 310 CMR 15.018(2). 30.0 " 68.3 32.0 "' 68.2 BARNSTABLE, MASSACHUSETTS E a B TO SW2 DECK TO CL FIELD 15.7 p SINK GARBAGE DISPOSAL:NONE CI C1 THE LOCUS IS LOCATED IN FLo6D ZONE X(AREA OF MINIMAL FLOODING) o �"PERC ; in c� SITE IS NOT WITHIN A TOWN WATERSHED OR WELLHEAD PROTECTION DISTRICT Prepared For: SOIL SURVEY DESIGNATION: EAST CHOP LOAMY FINE SAND, 0 TO 3 PERCENT SLOPES LOAMY SAND LOAMY SAND BARBOZA FAMILY TRUST 0 15 AURORA AVENUE M THERE ARE NO KNOWN WETLAND RESOURCES WITHIN 100 FEET OF THE PROPERTY. 120.0 540 60.8 120.0 " 60.9 BARNSTABLE,MA 02635 " E MOTTLING BELOW SURFACE AT MOTTLING BELOW SURFACE AT ui a a Date: Project Number: Sheet: E o THERE ARE NO KNOWN PRIVATE WATER SUPPLY WELLS WITHIN 100 FEET FROM THE $$ INCHES 90 INCHES Z .. PROPOSED SEPTIC SYSTEM. _._�._�._�W______-..., 08 16 202 20001 1 of 1 NNE U_F• AURORA BARNSTABLE SEPTIC.dwg Saved:8/16/2021 12:22 PM Plotted:Aug 16,2021 12:25:pm