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HomeMy WebLinkAbout0205 EBENEZER ROAD - Health 205 EBENEZER ROAD OSTERVILLE A= 146 - 076 -7 t 2�� LO=CAT ON # SEWA G E PER NU- NO. z� VILLAGE INSTALLER' / HAME & ADDRESS B U I'L D E R OR OWN ER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED Lf /X .? ''�°' -- _� � - - �� i �� �� �, �� ,��� TOWN OF BARNSTABLE LOCATION 2 OS SEWAGE# ZoZ 1 ' 10'9 VILLAGE OsAcr u;I 1 c ASSESSOR'S MAP&PARCEL 141, -O171, INSTALLER'S NAME&PHONE NO. J3 3 CXCAVc 1 O4N !411'7- OL S 3 SEPTIC TANK CAPACITY 1000 LEACHING FACILITY: (type) s5OOga.) LIc_ (z) (size) 13 x 25 x 2- NO.OF BEDROOMS OWNER ELLAo PERMIT DATE: 14-Z- 2 I COMPLIANCE DATE: la 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 , Az- ZS L" A3•gz'$ p p 63' i. Ay' y`�'`� A 3 By^ ys'14 REAR ` No. ;_0 i�' 04 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppliLation for Vspo8al 6pstem Construction Permit . 77 Application for a Permit to Construct( ) Repair()Q Upgrade( ) Abandon( ) ❑Complete System [K Individual Components Location Address or Lot No. 105 rf be.rLa UC OrW,, 05inro.11 Owner's Name,Address,and Tel.No. Toy 3.nes Assessor's Map/Parcel Wb-O1(o 1,6 y2 105 q-,6anmr W V% . 1K7' 3500 Installer's Name,Address,and Tel.No. 0$6 L Lc"avon Inc. Designer's Name,Address,and Tel.No. �j'161W6 ark works 3�4 (;ocr4e. 130 Sand,acGh Sog 4�� ObS3 12 West (,fosS�i2`d Fo(eStdale SOg (l�;}•5313 Type of Building: Dwelling No.of Bedrooms Lot Size S1, 0(ott sq.ft.= Garbage Grinder(p1o) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 0 gpd Design flow provided S0 gpd Plan Date 3� 2S� 21 Number of sheets Z Rovision Date T Title Size of Septic Tank C Ai Ski nc 1500 Type of S.A.S. (2) $00 go,\logy L0 S Description of Soil 5" 09.n c Nature of Repairs or Alterations(Answer when applicable) �n5-6A new d-bcy one SAS(_( ,) UO aaMon G1ro�MbefS� C onne6AAnce NU 21C1".1-(n6 Sir 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. Signed Date q a $� Application Approved by ` Date L4 'a Application Disapproved by Date for the following reasons Permit No. 4 Date Issued .. --------------------------------------------------------------------------------------------------------------------------_—_-__----_-------_—_-__----=_-------- ;� ,I �4 f + �"' .-n � �' t'�: N=t`-` •-,�:-y,.k�iMr'E,.u+�,��dg•.,'rtrt ,q 11 t•r No...' o�I"1 v .�V:.r. _ «„w # j ! .t,.,.+rI , . ° '� Fee` V�/ THE COMMONWEALTH OF,MASSACHUSETTS Entered in computer • _. ... s Yes '.; PUBLIC HEALTH DIVISION - TOWN'OF,BARNSTABLE, MASSACHUSETTS ,r w application for -Misposal 6pstent Construction i9ermit Application for a Permit to Construct( ) Repair Q0 Upgrade( ) Abandon( ) ❑Complete System [4 Individual Comporientsr Location Address or Lot No. 'JO S Oriv, O sAo r -ku Owner's Name,Address,and Tel.No.—Sc —Su nc Assessor'sMap/Parcel j4(c -0'}tv Lo4 HZ 4,baneze.r 'v.la St% 11117• 3506 } Installer's Name,Address,and Tel.No. Q 4 f,)c tAVC.io f nc Designerts Name,Address,and Tel.No. `n¢e i r� LJorkS ��t{ (�pu�c i"�O.�,�rnd .ltii.h $-08 `l��•Otn�a ��. W4�t LIeSS�ietA �d• Fo(e��dcl c. �J�Q'�1�� 'S3{3 Type of Building: s Dwelling No..of Bedrooms Lot Size 51 0(„u sq.ft.' Garbage Grinder(t3a) Other Type,of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures "4 Design Flow(min.required) M a gpd Design flow provided gpd y Plan, Date 7,1 Number of sheets 9_ Revision Date c i-- Title •., Size of Septic Tank C x;4,A,. 1 S"UCV Type of S.A.S. (7) 500 aemUon 1_0 5 Description of Soil Sae, ntn c j i Nature of Repairs or Alterations(Answer when applicable) 'Y}4n(1 r+�., ri-bcw and Vt'A z2 won a,_,�r,n f y[wCo d 0 �. V ' M ti 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. p 4R Signed Date Application Approved by Date L4 r k Application Disapproved by Date for the followinreasons17 Permit No.• \10 9-1 ' 10 r Date Issued r c c THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Ilk Certifirate of Compliance r THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(X) Upgraded( ) Abandoned( )by r at Z p , 4",b.P nary o r �r,v e, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer 9,n j ne e ',n r, G kar . f a #bedrooms Approved design flow 0 gpd t"J The issuance of this p�'permit shall not be construed as a guarantee that the system will ltion as esignned. Date 't t lei��1 Inspector It +i v No. ©� { 1 b Fee ( �V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal &pstem Construction permit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date Ll �t ' Approved by t U_ Town of Barnstable Regulator),Services Richard V.Scalij Interim Director Public Health Division Thomas NIcKean,Director !lain Strect.ffi'anniS,MA 02601 Officc: 50S462-4644 Date: _�—,J,41 C Installer&Desienex Certificatigo Fortri SewagePerjmir#, AssessorlsAlapl�parcej L Oesigner: r-La—i kl� Installer: i3�—O Address- )2__ Crz.,54-p_ /ZIA Address: LqCL te z 01 ru A�l Was issued"a pennit LOJ.11SLall a (date) (installer} septic geplic"system ai. ZU5- based on a design drawn by (address) — J�H�__ dated (dcsi6mer) certify that the septic system referenced above was installed substantially accordin g to the desi-gn,which may include minor approved charges such as lateral relocation of the disirib.troon box.andlor septic tank. Strip out(if required)was inspeoted and the soils were found satjsfiactory. I ceriifv that the septic System referenced al)Gvc Batas installed with major chanties(i.e. greater than 101 lateral relocation of the SAS or any kcrtic3l relocation of any component of the septic system)but in accordance with State &Local Regulations. Plan revision or Strip out(ifrequired)was inspected and tile sail; were(Omid.satisfactory, iceltifyi.iiatihe,systeiiirei,'erencedaboyev.asconstrLirtedin , U with the terms of the I\A approval letters(if applicable) _(Inst,_dlers Zi .�_.i ) C", "o."09 (Affix Designe ere) OLE PUBLIC HEALTH DIVISION. CERTIFICA'rr UP UUMPI IANCE WILL NOT BE ISSUED UNTIL BOTH_FORM AND AS-' HuILT CARD ARE RECEIVED.BY THE HAIMmSIAULb PUBLIC HEALTH DfVISION. d-d mt ­fl s d-ip,p;an. `7 7 , No....31 ------• 99 Fs� ......................... v. THE COMMONWEALTH OF'MASSACHUSETTS E ` BOARD OF HEALTH X—­cc� of .... . .......... .. ... .. ....-...........----------- ��,61(� Appliration -fear Uiiiposal Works Tomarnrtinn rrumfit Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: ....15v --Lo _Address or Lot No. ------------------------------------- --------- - -- - ... .................................. .......... 9A � ; w ers res ----------------------------•-...._ Installer Address Type of Building Size Lot_ _.XY_/.....Sq. feet Dwelling—No. of Bedrooms..._.a�--..---•_________________________Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons.---_____--_-___-_-_--.._... Showers ( ) — Cafeteria ( ) Q' Other fixtures ------/� d ---------------------------------------- -------------------------------------------- W Design Flow----------:57_0.........................gallons per person per day. Total daily flow.-______-_.rl..q.-0..................gallons. P4 Septic Tank—Liquid capacity/ __ allons Length________________ Width................ Diameter.........------- Depth---------------- Disposal Trench—No..................... NV li--_-__--___-__--__-_ TAI Length--__---___-_•-__-- . Tot leaching area--------------------sq. ft. Seepage Pit No ------------------ i leaching area_,.�_0�__sq. ft. Z Other Distribution box ( Dosing tank ( ) CJ�� ��� '-, Percolation Test Results Performed by.......................................................................... Date.-------.------------------------------- aa Test Pit No. 1----------------minutes per inch Depth of Test Pit_................. Depth to ground water.-___._-__.__--.--.----- Gz Test Pit No. 2................minutes per inch Depth of Test Pit_------------------ Depth to ground water........................ odd ------- ---- •--�-a ^..... f Description of Soil._____ ��_ ............................ ------------------------ ------------------------------------------------ U �.=... .2------- --- -�-'�- ..................................... W -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- V' Nature of Repairs or Alterations—Answer when applicable...................------------------------------------------------------.._____-__.-..----..... ------------------------------------------------------------------------------------------•-------------------------------------------------------------- -------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed I dividual Se age Disposal System in accordance with the provisions of Article \l of the State Sanitary Code—Th undersigne further agrees not to place the system in operation until a Certificate of Compliance has been issued by e bo4fd of h lth. / Sign a -----•------. ..... J Date A lication Approved B - --�---�- PP PP y----- - r- Application Disapproved for the following reasons_______________________________________________________________ -------------------•------- Date -------------- --........--•---•...•---•-•-••-•---•...................•--•--------•--...--'---------•----------------------.......------•--------------'-•-----------------.......................................... - Date PermitNo......................................................... #" Sued.. �,��__�.. ....-.._-. Date -7y ....... per' ~ Fims/.5......~ .. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Appliration -for Ei! v.ical Morkii Cnomi rurtiou Vantit Application is hereby`made for a Permit to Construct (r or Repair ( ) an Individual Sewage Disposal System at: c •-- a b�" = = . -r1.1 �! es'1 ............----- ..�...- •---- Looafion-Address // � , or Lot No. W 7 :(.,)r,. t Ow er, �� t:.��r/e��sr+s✓ J!.. /'�y�L"G ,. ....-_ *_.._._.Z ................................. ....................}' ��____....w!' _yam-__..........__.........._.__..._........._.. Installer / Address Q Type of Building Size Lot.:3%__-�Y_f-----Sq. feet U DwellingNo. of Bedrooms..._.._ -._.Ex Expansion Attic Garba e Grinder — P ( ) g ( ) aOther—Type of Building ---------------------------- No. of persons_._-__-..-•-----.-.----.-- Showers ( ) — Cafeteria ( ) dOther fixtures ._---. ---- ---------- W Design Flow___-_--__�E_fir?____________________•__-.gallons per person per day. Total daily flow------------;2 U__U------------------gallons. 9 Septic Tank—Liquid capacityf .____ a110ns Length................ Width................ Diameter................ Depth.--.-------.---- xDisposal Trench—No_____________________ Width..------__--_--.__- Total Length-------------------/TotaYleaching area........--_-.._-_.-sq. ft. Seepage Pit No------/_Z' �'F ..._'�......_. D a �"fa 'inl l l-leaching area.__ ?_ _ __sq. ft. z Other Distribution box ( ) Dosing tank aPercolation Test Results Performed by---- --------- ........................................................... Date---------------------------------------- a Test Pit No. 1----------------minutes per inch Depth of Test Pit..._-__-__-__-___--. Depth to ground water..-.-.---.--.--.--.----- �14 Test -Pit No. 2----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water.-._.-------__.-.------- f71 ••--• D Description of Soil.. `'�+ 1= h� a �` x ^L _ (> oZ--:k.- 2 G rbc --------- --------------------------------------------------------- ---------_------------- W UNature 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 Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. f ,+ , Date _ Application Approved BY -4 ��--- --`------------------- �✓ - -------- ' Date Application Disapproved for the following reasons:_______________________________________________--------•-----------•--------------•--•----•- _..._........_ ............................-----------.-----------.------•----------------------•----•------------•--------------------------------•-------------------•-••---•-----------------------•--------------- Date PermitNo......................................................... Issued...................... ................................. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............... c r!•�c :?'�- -OF....6' ........................................................ Tntifira#r of ITTLantphatta THIS IS TO CERTIFY, That the/Individual Sewage Disposal System constructed ( �orRepaired ( ) p /, _//2 Installerl r at ---- _�:'�'.,�. --- --=---- ' 9 has been installed in accordance wfh the provisions of : ti XI of The State Sanitary Co_e as described in the application for Disposal Works Construction Permit No. ._3_ ............ dated-.... -_t ---_-.7_7.............. THE ISSUANCE OF THIS CERTIRCATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------------------------------------------------------------------- Inspector--------•----------•------------------•-•-•-•----••-•-•----------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH, 7) 1. O F. !......-. '•: .............. —�— .... ,-� / ....... FEE E.. Permission is herby'granted-----------------=�'t-'`�`.=-^-:..••..... , r� � =¢ . .--•---••---- ..................................... to Construct or Repair ( ) an Individual Sewage isposal Systems--^""4"� -,. ; at No. /*�- /' p� ��! _• =- �� -•••...! ��--- , �k`�'°%t.;,[ �f -----------------------------•------- ?4'� StrreY 7 as shown on the application for Disposal Works Construction Per N _2 Dated----- ?'.s2 v.-_ ........ 1�� Board of ealth DATE-------------------------------------------------------------------------------- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS ¢o -tS12 + AO `t \ lie ` Gt- I �o a MC.HARD R. �. SAXl"ER Zt Mi 24G48 ! 4 BTS o� CEIZTiFl�L7 PLOT PL./�1�.F 3 v sum LOCATIo" C��>7"c�•iIt_t.� 9 1 C6l2TIE=,4 TI-4AT TNT FOL)Q-OATIC)IJ 5 w►J"a PLA►.1 R�F'i=V-a6,1ca i t-1EQEt�d,l GcaM�'�-`!S WITN TUG: $1D� Lt►-I� LpT LLZ A�.tt7 SET$�C1G �EQviQEMi~t-1TS DI= TNT 'Ta w U olr ,�ST'A�3�G LA o,::> Co o fz T E-A�-4 3`t Gi3'L G OL REGtSI" -�D LAIWID 5ucva\.(ozs TWS QLAW IS UU'r "J OSTEV-V%L-l.r- o l�rtl�SS. t(4-q gcJMEW"r Suzvc--`{ j Tt4[r UFG'y �S S1�GWL� APPL-t CA-,,J- ' gG uscc� Ta DcrceMfu� LO t_IN�.S CAPE. WIDE. _✓E`/. 2 _ 3TLCIP fill, i (�205Etr Ostervlllelle,MA MA 02 02fi55 �1 F� •S ,I} O'1gn IN i1 :s Rebates, yy; E jfl �t y Flowing Pond 4 0 81' \ LOCUS MAP WATER SURFACE 1 EL.=15.0 MARCH 17, 2021 / ,illc ; 1 \\\\\\ \\ \ S 3020=18" W 6 19' cH 36.89 a' (° 17.43 e �°pp �• �** W � • • �� � �Fi� , � I � � W I I II I I i I LQ wF 17.09,0 J I `b I s00 �-- /' X o 4 2 x 21.18 I I j' ..� / C" x 18.33 / I I I I ♦ 1 I 3 �{�, I I 16.64 O 18.71 I I 1 m Z J +25.15 0 DECK // (n �� / X 2AI 1 I X 27.22 I ' X 26.48 r �R10 g �� - 'G 29.17 1 SHED f1IJr�F� X 1 \ 29.36 / I X / / CB , EXISTING S.A.S _30- x z2 -_-- _ / 32.48 TO BE PUMPED, FILLED 29.53 X 30.44 -PROPOSED S.A.S. WITH SAND & ABANDONED x I 2-500 GALLON CHAMBERS sP KI E•91 32.35 3 SURROUNDED W/4' STONE - BENCHMARK 11 3k +�, 34:.:. I Z 33.56 33.84 1 COR./B0TT0M STEP EXISTING SEPTIC TANK , O �_ 33.38 EL.=37.89 � (TO REMAIN) -_ cH TOP OF TANK, EL.35.57f X 36-� ✓ �- -3A 6.48 37.07 36.80 HM 35.68 INV.(OUT)=34.22+ 37as X X 37:89i�j� 39.38 39.10 DECK RAISED \ = ` 39.59 RAISED (above) PATIO \ � X PATIO \\ \\X 3552 O f �qs9 39.49 /�$ EXISTING x 39.3T O PETER T. G� GARAGE HOUSE(1205) �� �� / 3 MCENTEE y VIL T.O.F.=42.5f/ \�so.19 \�\ / v NoC135109 ! \ \ /QC 46.21 46.01 4 .06 \ �\ `\ 38.97 'r \ . to 45.54 \ x� Jx...• X \ 46.71 47.39 'LOT 42 LEGEND `DRIVEWAY, 47.26 1✓ 1L\ X 42,71 57;064tS.F. -32-- EXISTING CONTOUR 0 L=102.20' \� X as.2' 34 PROPOSED CONTUOR 1 x 31.98 EXISTING SPOT GRADE R=327.73' 18.72' W EXISTING WATER SVC. / D 48.00 >'''>-'~` 47.as a7.32 N 29-17' G EXISTING GAS SERVICE 47.19 0.H.W- OVERHEAD WIRES OWNER OF RECORD 48.27 \� EBENEZER ROAD46.92 cArc BASIN - WETLAND SYMBOL ROLLINS, .ELLA C TR O WETLAND FLAG IRWIN TRUSTEE CAROL E 20.01 205 EBENEZER DRIVE & TEST PIT OSTERVILLE, MA 02655 PARCEL ID: 146-076 $ BENCHMARK Engineering by: SCALE DRAWN Jog. No. PROPOSED SEPTIC SYSTEM .UPGRADE PLAN Engineering Works, Inc. 1"=30' P.T.M. 161-21 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. 205 EBENEZER DRIVE OSTERVILLE MA (508) 477-5313 3/25/21 P.T.M. 1 of 2 Prepared for: B & B Excavation, 14 Teaberry Ln, Forestdale, MA 02644 NOTE: TO PREVENT BREAKOUT, THE PROPOSED SEPTIC TANK FINISH GRADE SHALL NOT BE <30.50 INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. PROPOSED S.A.S.OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D-BOX INSTALL RISER & COVER INSTALL RISER & COVER OVER EACH CHAMBER AND SET TO 6" OF GRADE SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT T.O.F. EL.=42.5t F.G. EL.=37.0± F.G. EL.=36.0± F.G. EL.=33.8t F.G. EL.-32.3± to 33.8t L 4 wzffiw ` L = 10' L = 5' " LAYER OF 1/8" TO 1/2" S=1% (MIN.) ® S=1%.(MIN.)j",j(OR OUBLE WASHED STONE 4"SCH40 PVC 4"SCH40 PVCPPROVED FlLTER FABRIC) 6" 10 1 14" 6 2' EFF. 3/4" TO 1-1/2" DOUBLEEXISTING 48" LIQUID DEPTHL WASHED STONE LEVEL ADD PROPOSED L��EFFECT`IVE 4.8' 4'cAs ��� INV.=30.67 D BOX INV.=30.50 WIDTH 12.8' INV.=34.22± 3 OUTLETS (field verify) H-10 INV.=30.00 EXISTING SEPTIC TANK INSTALL INLET TEFL 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-20 RATED NOTES: TOP CONC. ELEV.=30.8± 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT ELEV.=30.50 INVERTS, PRIOR TO INSTALLATION. INV. ELEV.=30.00 ease eases 2) D-BOX SHALL BE SET LEVEL AND TRUE TO aaaaaaaaaaa aaaaaaaaaaa GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM ELEV.=28.00 INCH CRUSHED STONE BASE, AS SPECIFIED 4' 2 x 8.5' = 17' 4' IN 310 CMR 15.221(2). 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. PERVIOUS MATERIAL 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO GROUNDWATER, EL.=22.6 SEPTIC SYSTEM PROFILE GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR SPIKE TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE PROPOSED S.A.S. DESIGN ENGINEER. 2-500 GALLON CHAMBERS 0 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SURROUNDED W/4' STONE FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. x 5. ALL ELEVATIONS BASED ON BARNSTABLE G.I.S.± ,� ����• 6. THE DESIGN_ ENGINEER IS NOT. RESPONSIBLE. FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF _h s' o. HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. M 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. RAISED 9. ALL AREAS .CLEARED FOR CONSTRUCTION SHALL BE RESTORED DECK PATIO _ AS RAISED (above) AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE PATIO DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EX/STING THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING GARAGE HOUSE(1205) CONSTRUCTION. T.D.F.=42.511 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 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE A INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. S.A.S. LAYOUT 13. THIS PLAN IS TO,BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN SOIL LOG DATE: MARCH 16, 2021 (REF#TPT-21-76) DESIGN CRITERIA SOIL EVALUATOR: PETER McENTEE SE#1542 WITNESS: DAVID STANTON R.S. HEALTH AGENT NUMBER OF BEDROOMS: 3 BEDROOMS ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH SOIL TEXTURAL CLASS: CLASS 1 33.6 A 0" 33.7 A 0" DESIGN PERCOLATION RATE: <2 min/inch LOAMY SAND LOAMY SAND DAILY FLOW: 330 GPD 33.1 B 10YR 4/2 g^ 33.2 B 10YR 4/2 6" DESIGN FLOW: 330 GPD LOAMY SAND LOAMY SAND GARBAGE GRINDER: NO 31.6 10YR 5/6 31 5 10YR 5/6 24" 26" EXISTING SEPTIC TANK: 1500 GALLON CAPACITY C PERC C LEACHING AREA REQUIRED: (330 GPD) = 44.5.9 SF 30"/48" .74 GPD/SF DISTRIBUTION BOX: 1 INLET, 3 OUTLETS (MINIMUM) H-20 USE 2-500 GALLON LEACHING CHAMBERS IN SERIES MED. SAND MED. SAND SURROUNDED BY 4' DOUBLE WASHED STONE-ALL SIDES 2.5Y s/s 2.5Y s/s SIDEWALL AREA: 2(12.8 + 25.0') x 2' = 151.2 SF BOTTOM AREA: 12.8' x 25.0' = 320.0 SF 22.6 132" 22.7 132" TOTAL AREA:...................................................................471.2 SF PERC RATE <2 MIN/IN. "C" HORIZON DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.6 GPD NO GROUNDWATER ENCOUNTERED Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. NTS P.T.M. 161-21 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. 205 EBENEZER DRIVE OSTERVILLE MA (508) 477-5313 3/25/21 P.T.M. 2 of 2 Prepared for: B & B Excavation, 14 Teaberry Ln, Forestdale, MA 02644 'I