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Home My WebLink About0169 MOCKINGBIRD LANE - Health 69 MOCKI[l_oTGBi12i)' Marstons Mills A = 013 - 026 /�/� [� TOWN OF BARNSTABLE G� r LOCATION / 9 °®G/< I N0 /5 d I'd 4—Al SEWAGE# 1 ( 0?5— :a VILLAGE / t/grsT-0 0?) M 4 t' 5 ,ASSESSOR''S MAP&LOT l t d d2�o INSTALLER'S NAME&PHONE NO. CAIp I' C'0 Jry 5 1 SEPTIC TANK CAPACITY '3 h d o Pr Ga I✓ LEACHING FACILITY:(type) G H'/4 M 13 Er S (size) 3 NO.OF BEDROOMS �J BUILDER OR OWNER e-�Zr//Pil PERMIT DATE: 9 COMPLIANCE DATE: 4/11�/y Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility e"et 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 Fru n7 �} t 11 , 131 �3► 3 3 3� No. Fee v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Disposal Opstrut Construction 3pPrmit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ndividual Components Location Address or Lot No,��g"��1c��6�',d�i° `h. Owner's Name,Address,and Tel.No.d'f, iliGyr r 0"r -fir,&' j'X"o cruS G eewl--e'1 AssessoX's ap arcel yp e: o Ins ler's Name,Address,and Tel.No. ar7- 77 JF ;Z-',eS Designer's Name,Address,and Tel.No. Sam V7T-S51-7 a'�/,,GlErr��j7 L"ci.� Ca�sz!.�fiG S G'�veYPf' CvJyi`oJPp6'a� G�L�1/�,J Type of Building: Dwelling No.of Bedrooms 3 Lot Size I,Z. sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 30 gpd Design flow provided �//y, q gpd Plan. Date 31�� Number of sheets Revision Date Title 4e/'o,"Jvcl Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Z2�A-,ela/l 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 Hea gn o Date Application Approved by % Date Application Disapproved by Date for the following reasons Permit No. Date Issued No. Fee V- - THE,,COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -'TOWN OF BARNSTABLE, MASSACHUSETTS Yes �J ZIPPlitation for bisposal *pstetn Construction jhrmit Application for a Permit to Construct( ) Repair/upgrade( ) Abandon( ) ❑Complete System ,!❑'Individual Components Location Address or Lot No/�q�flr/H��'<ib✓ �a�, Owner's Name,Address,and Tel.No.`/y 36 s s'�8S Assessor's Map/Pa cel 4 _111. e- Installer's Name,Address,and Tel.No._5 6eY- 7 T ;7.9,ts- Designer's Name,Address,and Tel.No.,S'ar}= y77=51/-T /Irv/.✓c�'arf�:/ � � r st :c S C"r,,,.* s �'r1f��Ao+FFI G�Ot/�CJ 3 s0 y�if> Y .rr l�r cs"_ 3 ,? 1.54 / r1 Type of Building: Dwelling No.of Bedrooms Lot Size -71), / ,-" sq.ft. Garbage Grinder( ) Other . Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) '3,5ey gpd Design flow provided T! gpd Plan Date Z? -a Number of sheets Revision Date Title Z-g s �, �.�a✓.� 5' ��-�. �s��r^i� / /cyr> Size of Septic Tank— ,� Type of S.A.S._ef!4,r, >- Description of Soil Nature of Repairs or Alterations(Answer when applicable) ' -,, �— h an �� t !/a.ca�l S �. ill✓ s.��riiP- /[X�,� ;Z2, x .7 v 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. s. ign Date 41' r Application Approved by ] " �� ' � �-f 70 i 1 fK__ Date Application Disapproved by v e / /� v V Date f f for the following reasons Permit No. � ✓'�/J Date Issued r2 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance .THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )by at T� .�-1�/.,t�/._�6� /�,,• has been cons �ctedav7iaz�cordancewith the provisions of Title 5 and the for Dis osal S stem Construction Permit No. Ldatedp y Installer s,c�-�a,!,,,r-7., r,_.'' 1 Designer #bedrooms Approved design flow < and The issuance of this i ermit shall not be construed as a guarantee that the system wild funcfio aas designe`id� Dated 1 InspectorL4 `• / �, , `� 0 - - •----------I—— -- -- - - _ _- --- -- - - - - - - - - - - No. / t % Fee ✓ '. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS 30isposal 6psteent Construction J)ermit Permission is hereby granted to Construct( ) Repair(41 ) Upgrade( J 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. r Provided:Construction J!us,t hex Alp,eted within three years of the date of this permit. Date Approved by ' J ' Z'OYYv , far>nstable ;SHE l Regulatory Sei vices .� nattirs�res�e` Rrchartl V :Scaly, Cp;tE run,D r,4 ctttr Thomas McKean,:Dzrectnr 2A_ 0 wham Street,.Hyannis,MA Q2601 ' t Office. 50$=8621, Installer Dena ner Certlf cation Eorrn Dateh /y/9 S.ewa a Pe zmt# :1 3 _ SAssessor s 1V noarcel dZZ(` K- C7ItM, zxee m, ;Desig pbr t;h a Yi�@ r�:�� n+cf l c s +�Y Installer: _tee Address zss r 7cl ! Aciclt Oti: 1- r -crs c SV? Wda issued a per b'it,iv instal[ a (date) (instal cr) . . c ¢' septic:system.at,(o�l. t aC - M. , based on a;desigt,dratutY Eby: add ress)' dated , �(deslgz�o�) 1 certify that tl�e septic systet{z referenced abov vas m aped substatit ally,,aecoi°ding"to the des,;igii,"wliteh rilay melt de rw or approved cl�tnge5 such as lateral reloerxttgn of.tlte_ t' dtstributton box antllor septic tanlc. Strip: out (if rec�tinred) wa"s inspected and, the soil"s ? �w0r,efound.sat' efQry, .t f detttfy that°tlle septic system "referenced,above vfas installed Ptah ia7aior e:hanges (i e. _ greater than l0' lateral relocation of tht Sf1S or atay vertical telocatiota of any conlpiancalt of the,septic system)but i,n:apeordaInce }rite}State I oc'tl Rr gt lat�oy?s Plail revisi,ot or a` c.ertitied as btiift vy deszgne'to fo[low Strip vat,(if reg' d') was inspected ati'd the se'il'a yere lbund satisfracto7y, I certify that fhe system tefi>t eticed`abo`re vas ctiiistr acted in• w.it' tlle,"tcrrtas „ ofi the C;1A apptgval^ldlters(.tf appiicabla) P.. Russ�,� � 1 IiAcEN1'E� } — {I:nstallec's Signs arty CN IL q, Destgtier st.g"iaaAu c) At. (' .hx Destgne ere ` 'PL EASTl RET URN'TO 'BARNS TABLE :PUj3 C ffEAL7f4 DIVISION, 'CCRTlIE[CATI r OF COtYFPLIANC.E` WILL NOT BE,ISSUED UNTIL BOTH THIS FORM AND AS x. BUILT,CARD ARE,,.RECEI't'ED'B ' "CIC.E:BAR I�IA�1K YOU NS F�tBI�Cs F BLI:C iIEAT l Il°DIVzfiION. 4 f, g - - , ii 5e}q Jr signei'.LertificaCion Ffknl!,RlV 8 r�-11 cfcc, Engineers note:Th+s certific3tior;is'Ornited lo"ar as bu_:It sns ticn of sys em eotriooneilis as instaflea prior to back ilj:?he• . 6 gngirteer did riot supervise:eonstructiorr,ot iie system, n installer assumes responsibi!;ty iqr a?I;malerjals,yvoFkmansnip beckfliinq," lgspeoifle'd gfades'iviih"prope{ecmpac't on ands,=,tong risers'covers as srowh on the day gn plan. 1 M, V/" Town of Barnstable r 1t J Department of Regulatory Services rT't trAxrtsr�ar8, Public Health Division Date Z 'n MAS& �p 1639. �� 200 Main Street;Hyannis MA 02601,• Date Scheduled Time Fee I'd. l Or GGO Soil Suitability Assessment for St ge Disposal Performed.By: p_� /' CC-1 S � — 5 1Z t Witnessed By: LOCATION& GENERAL.INFORMATION Location Address , �I�t�� jo tv� L-4� , ci I-` Owner's Name 7ko��5 (emu i r,e� Mcl!'S vt,,T Mr) r M14 Address ZL(S �� 1��1WtOr1 GJ Assessor's Map/Parcel: 0 J: •-"0Z tp Engineer's Name �� n• T /�` NEW CONSTRU C TION REPAIR Telephone#, G 05—, 9 77— t-3 Land Use: +�`e S 1� I W Slopes('%) I — -I-� Surface Stones fJQ 0e P �' Distances from: Open Water Body 23-Aj, ft . Possible'Wet Area ft• Drinking Water Well f'.5�6 ft. Drainage Way;-1• • _ft Property Line ft Other ft • } SKETCH.:(Street name,dimensions of'lot,exact locations of test holes&perctests,locate wetlands fn proximity to holes) V .. _ _ __ ___ __ . .__. . Parent material(geologic) Depth to.Bedrock. Depth to Groundwater. Standing Water in Hole: ��" Weeping from Pit PACe Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WA.TE,R 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— Index Well# Reading Pate: tndex.Welllevel— Adifactor ry, � Adf.Groundwaterlevel,— PERCOLATION TEST gate Thrie- Observation Hole# I ao� r_ Time flt.Y Depth of Perc: 40,0 Tlme at 6" Start Pre-soak*ime:@. / 'lime 01-6") End Pre-soak Rate MinaInch t Site Suitability Assessment: Site Passed ✓ Site Failed: Additional Testing Needed(YIN) Original: Public Health Division`' Observation Dole Data To Be Completed on Back----------- :�**If percolation test is to be conducted within 100' of wetland you must first notify the Barnstable Conservation Division tat least one(1)week prior'to beginning. Q:\SEPTIC\FERcrORM.DOC DEEP OBSERVATION DOLE LOG Hole# 9 Depth from Soil Horiion Soil Texture Soil Color` Soil Other. Surface.6n.) (USDA) (Mansell) Mottling `(Structure,Stones;Boulders:. on i ten ,%' ravel W1z 3�-�>r:.. ,,., G... • �a ,Sated_ Z ,� . . j , .' . , ?wy F�4 EE DEEP OBSERVATION HOLE LOG Hole# Z Depth'from Soil Horizon Soil Texture, Soil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. �- -Consistency.%Gravel) loa"My S ,4 t° Y rz -571 134- c.M— � 4 - 7Z 132 C Z, DEEP OBSERVATION HOLEILOG Hole# Depih'frgm SoilHo6zon- Soil Teiture, Soil-Color Soil Other Surface(in) (USDA) {Mansell) Mottling (Structure,Stones,S.ouldeers: onsiste c Gravel ' f ._1_. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color ! Soil Other Surface(in.) (USDA), (Munsell) Mottling (Structure,Stones,Boulders, onsi en ra Flood Insurance Rate Map:: Above 5W year flood'boundary No— Yes Within 500 year boundary 'No Yes Within 10o year flood boundary No Yes Depth of Naturally Occurring Pervious Material , Does at least four feet of naturally occurring pervious material,exist in all areas tabserved throughout the: area proposed for the soil absorption system? If not,what is the depth of naturally occumng pervious material�, r� � Certification i I cert fy�that on AC114tY (date).I have passed the soil evaluator examination approved by the De.parttuent,of Environmental Protection and that the above analysis wm:performed by me consistent with c the required 'tra" g,expertise and experience described in 310 CMR'15:017: _Signature Date QASSEPTICTERCEORM:DOC LOCATION SE'W GPERMIT NQ. VILLAGE I N S T A LLER'S NAME j ADDRESS ' �4 S U I L D E R OR OWNER DATE PERMIT ISSUED .R 4 vt DATE COMPLIANCE ISSUED fo " L - S� e �� r ;�_ �. :. s. -<� ` .��' �r � No.._. .��. ® Fizs.....5.....C7............ THE COMMONWEALTH OF MASSACHUSE77S BOAR® OF HEALTH ®I�� ................... .................O F..........................._.......... ApplirFa#ion for Dhip sal Works Tonstrar Lion ramit Application is hereby made for a .Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: 141 .......... Ea ......1,7.'1.25 ......................... ..............�/-4--- ocation-Address —r o�,Lot No. • �('32��- 'Tp� �-�L�'�-•----- -•----...----l�d-✓_Yl-��-��aress.�f� ner a V ....... --� / ....... 7 ......11 ..................LA�-. fiff-------------- Installer Address U Type of Building Size Lot ;' . ....Sq. feet Dwelling—No. of Bedrooms----....i�3--------------------------Expansion Attic ( ) Garbage Grinder `, Other—Type T e of Building ........ No. of persons.............•..........._.. Showers (� YP g -------------------- P ( ) — Cafeteria ( ) P, Other fixtures ----------------------------- - W Design Flow............................................gallons per person per day. Total daily flow--------i5_ : .C_._.........._•....._gallons. WSeptic Tank—Liquid capacity SQU—gallons Length................ Width................ Diameter__.-____-__--_.- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..............._-.- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ a Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ (i Test Pit No. 2................minutes per inch Depth of Test Pit..............._.... Depth to ground water........................ Q'+ -•-•--•••••------------------•••••-•••••---•-••--•----••............-•-----•......---•-•---••-•-----......................................................... 0 Description of Soil........................................................................................................................................................................ W V ----------------------- --------------- •------------- --------------------------------------- .------------------------------------------ --------------------------- --------------- W UNature of Repairs or Alterations—Answer when applicable.............................................•................................_.._.._......._.. ................... Agreement: The undersigned agrees to install the aforedescr' d ividual age ' osa ystem ' ccordance with the provisions of iI'Laj 5 of the State Sanitary Cod — u dersigV fur r to ace system in operation until a Certificate of Compliance has i s e b rd of th. g Si ned_ ' Date PPlic 'on Approved By......... •-• • •.....•-•••..............•----•--..._...........................•-•----- ---- ... g Date Application Disapproved for the llowing reasons:--- --•-•------------------••---.....-------------•-•--------------------------•---....._...--••---•-••-•----- .....................••...---•-•-•---•-•-•--....•••-••--....•..•-•--••-----•--••--•--•••----•••--•--•••--•••••-•---•--••-•--••--•---------•-----...•---•••-----Z....••••••••-•--•• ................. Permit No........ g ---•-•----•--------:�:...................... Issued_.---------�-----------------•--• ---..... Date _ - ..-.,....E . T No. ": Fps............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................ -. . ..................OF....................................................................._..._.............. • � ,��,I�tttilata flax �i��la��ai .�rk� C��tt�tra�.rtinn rrntit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at ocafion-Address Lot - -�-h r No e --•-•-_. ..... ZIAddress � In1.4 stall Address R U Type of Building "' Size Lo !_�.;,.. .....Sq. feet a Dwelling—No. of Bedroc zns.__.... ___________________________Expansion Attic ( ) Garbage Grinder ( ) a. Other—Type of Building No. of persons-......................... Showers Pa YP g ---•-----------•--••----- P ( ) — Cafeteria ( ) Other fixtures ----------------••------------............................. W:< Design Flow.......:...................................gallons per person per day. Total daily flow............................................gallons. Septic Tank—Liquid capacity............gallons Length .............. Width Diameter ............. Depth ........... x Disposal Trench---�-No............. .. Width..... ............Total Lengthy .s...__..._....... Total leaching area______, "E .........sq. ft. Seepage Pit No. Diameter ,� .__._._. Depth below inlet____.. Total leaching area.... ............sq. ft. Z Other'Distribution box ( ) Dosing tank aPercolation Test Results Performed by =.... ---•----• " ...-•----•--•-•-•-----••-•••----.-•-•--••. Date.................................. Test.Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ._•----••---------------••--------•••...--••---•-...---•--•-••--....-•---•-•-•-•.....------•---•...........--•-•---•-••----•-----•-......-••••----•........... 0 Description of Soil........................................................................................................................................................................ U ---•-•-----------•-••-•....---••-----•-.....•-•------•-•--•---•........-•---------•-••-----....-•--......--•-•-•---•••------•--•-••--------••-••---•-•-••••-•-----•--•----............................ 0 _ 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 TITLi; 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be issued by e b rd of a lth. 0111 Si ned-_ ,�' -D .---••-- g - Application Approved B PP on PP Y ..................................... Da Application Disapproved f o ollowing reasons: .... "`.............................^ ......--••-•-----•04.......... te. ....._ . •.......................••------•----•-•--- z �I► ......•. ---- -•--- -------- Date Permit No.... .o 51.10 9'`''.. Issued..----._.. ........1Z'----•--•-------------------- Date THE COMMONWEALTH OF-'M-ASSACHUSETTS BOARD OF HEALTH OF............ ................................................................... wrtifirFatr of TOutpiiatirr THIS TO CERTY T e Individu 1 ewage Disposal System constructed ) or Repaired ( ) ,by...- ...... . " ..;30-------- �xr � li�,+ dy`2_. .... � r Inst er p( has been installed in accordance with the provisions of TIT.LE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.........................................`14,dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTR IED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DA '�. i `. �_ .....�J.........................'=: Inspector iC1t>r42. -f................... THE COMMONWEALTH OF MASSACHUSETTS BOARD"OF HEALTH..� ................: ................. OF........ ......................_.............. ...... ................. No. FEE....................:... Wig ps 1 or Tianstrt imr famit Permission is hereby granted..---- l . . ........ "t 163----------------- -,4.!i 9V... 5-.13.c_S_.__.................... to Construct ( ) or Repair ( ) an ividual ewage Di posal System at No..........-- 4''- tom`- •---- � c c.t,,. e Street as showns.on the application for Disposal Works Construction Permit No: A1-0 _ Dated....... . .............................. --- - �ofalth ---•--- DATE..•••. "a..... �i FORM 1255 A. M. SULKIN, INC., BOSTON• .� 3+4 ; 369 MOCKINGBIRD LANE N Na,/ice s7 sir /2 tr,v v. 37.3 37• ed/a'Slone P/7 Q,u. E.xP. T q i sov 39.0 27 I Zl I ' 0 /�6. s'R vol E r� -g \ 'PLANSS CALL 1 342 I ,'�7-9 3�.3 fir/ 3L 44 ' 4-25-85 /✓00 G.S.T. LOT a 9(o o 20� 125 S.F. + 37 p Lot. rrcJ+S' LOf �g7 39,71 3S,0 37037 FND j M %23�OU NO SCALF- A L L . CAPE_ EA/G WAFTRNIiG 49 :f�s�RT3oR�no�D . Hy��ivis, Mstss. 02Go1 SKETCH P 1 ! OF LAND : !NMARSToNS-MI FOR: ICIlR; T TRIP/ "f Z3�irM../of p JG-...:4s- showr� on a ,o•/are- .c/�a;-��-��:;' for- � LC7nG f�D��c/ /�vC./ N/sr�2cN /s, /9 7�f- �oo/< Qirc/ CoiznEv /0 the Ljr/%vv5'li7�LE T�rc,sTh;y Dr LJ�cv�, A7-e, �GE,vT; C7/2/✓STf1BL E l�cr/ �L� / ! �ILTN- P-3 807 .TE S T /l/O W'Gter er7coct•?fe�e.c� Perc, rote- arnar/Uar /"aeZess TOP. . -_ 33, MED I�A OF M4ss9 so`• WILLIAM tiLp Lrgh t F H. �iru✓e( o FARDIE No. 8995�v0 e Z3.8 8-- EXISTING UR x 9 0.98 EXISTING SPOT GRADERe{�e` RIDGE o�"I ��Aso Me'9s Rd -NI EXISTING WATER SVC. N a�DB � $ o-(, EXISTING GAS SVC. ® n �y [� 'A6 fay- a O -�H-W.-- OVERHEAD WIRES TEST PIT �o a 01 BENCHMARK mow/ �a Yl00 LEGEND s Long Mooki bird Pond 00 LOCUS N LOCUS MAP m NOT TO SCALE m m R LASE �T R I 1 �+ 99.28 1 � UB 98.96 OcKI M 98,45 OF PAVEMENT �f EDGE 100,00 97.76 97.08 " W RELOCA TE DRIVEWAY OFF 96,53 S 8p*06'0p OF EXISTING SEPTIC TANK 125.00 97.78 0 x VENT U o 97.2 + \ 99.44 100.06 ` ' CX 99.7 EXISTING LEACH PITS 99.1 0 (approximate) 32.5' �.��. TO BE PUMPED, FILLED W/ -y G� \ OS $.A•S ''.::�1 SAND & ABANDONED. 99.47 x 100.08 TP-2 EXISTING SEPTIC TANK 8 91 \_ INV.(OUT)=95.75E ESTIMA TED-FIELD VERIFY i \ O b LA ram' c,+ 99.81 BM BENCHMARK 100.25 CORNER/BOTT STEP 98.60 99,82::' I EL.=100.25 II 0 99.95 rn cn 99,31 EXISTING .Pt. HOUSE(#169) o 0 97.6 + i x T•O.F.=f00.9t m Z 98.48 BH 9.88 O � 99.94 PATIO 99.93 O o 0o I DECK x 99.32 ..k; 0 0 x 9.19 0 99.41 0 + 99,42 x 0 RET. WALL SHED 100, LOT 96 98.36 .+ 20,125 ±SF ,Ox 103. 6 1000 7 0 99.00 �_---- + • 98.99 ---per 0 + ' • x 99,14 S $p.061 p011 W 125.00, Mass PARCEL ID: 013-026 PROPOSED SEPTIC SYSTEM UPGRADE PLAN o PETER T. MCENTEE 169 MOCKINGBIRD LANE, MARSTONS MILLS, MA CIVIL .. No. 35109 Prepared for: Cape Cod Septic Services, 350 Main St, W. Yarmouth, MA 02673 OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. CULLEN, THOMAS M JR & MARY Engineering Works, Inc. 1"=20° P.T.M. 129-19 248 SAN RAMON WAY 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. NOVATO, CA 94945-1132 (508) 477-5313 3/8/19 P.T.M. 1 0f 2 NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=95.5 FOR A DISTANCE OF 15' FROM THE EDGE SEPTIC TANK PROPOSED D-BOX OF THE PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F.=100.9t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=99.:8t F.G. EL.=98.9t F.G. EL.=99.Ot F.G. EL.=99.0t VENT MAINTAIN 2% SLOP OVER S.A.S. L = 5' L = 23' ® S=1% (MIN.) ® S=1% (MIN.) • ' 4"SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" s" DOUBLE WASHED STONE to"I " B 002301900083 (OR APPROVED FILTER FABRIC) 14" aaaaaaa EXISTING 48" LIQUID aaaaaaa ---3/4" TO 1-1/2" DOUBLE LEVEL�ADBAFFLEJ PROPOSED 3.5' 5.2' 3.5 WASHED STONE INV.=95.40 INV.=95.23 INV.=95.75t D-BOX EFFECTIVE WIDTH = 11.8' (VERIFY) 3 OUTLETS INV.=95.00 EXISTING SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-20 RATED NOTES: TOP CONC. ELEV.=96.1 t BREAKOUT ELEV.=95.50 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & INV. ELEV.=95.00 ease aBaaa INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. B aaaaaaaaaaa aaaaaaaBaa 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE BOTTOM ELEV.=93.00 ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 3.5' 3 x 8.5' = 25.5' 3.5' STONE BASE, AS SPECIFIED 310 CMR 15.405(2). 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 32.5' 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. BOTTOM OF TEST PIT, EL.=87.2 SEPTIC SYSTEM PROFILE SOIL LOG DATE: FEBRUARY 25, 2019 (REF 15,906) GENERAL NOTES: SOIL EVALUATOR: PETER McENTEE PE SE#1542) WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT 1. ALL CHANGES TO THIS PLAN-MUST BE APPROVED BY THE LOCAL ELEV. TP-1 DEPTH ELEy. TP-Z DEPTH BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 98.2 A 0 98.3 A 0 11 - OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOAMY SAND LOAMY SAND LOCAL RULES AND REGULATIONS. 97.5 10YR 4/2 8, 97.6 10YR 4/2 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR B B 8., TO.INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE LOAMY SAND LOAMY SAND DESIGN ENGINEER. 10YR 5/6 10YR 5/8 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 95.2 C1 36 11 95'5 C1 34' - FROM THOSE_SHGWN__HEREON SHALL_BE REPORTED .TO THE DESIGN - ENGINEER BEFORE CONSTRUCTION CONTINUES. PERC MED. SAND MED. SAND 42"/60" 2.5Y 6/4 5. ALL ELEVATIONS BASED ON AN ASSIGNED DATUM. 2.5Y 6/4 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 92 3 72„ THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 91.7 78 C2 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. C2 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. M-C SAND M-C SAND 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 2.5Y 6/6 2.5Y 6/6 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 87.2 1 132" 87.3 132" AGREED UPON B- OWNER AND CONTRACTOR OR AS OTHERWISE PERC RATE <2 MIN/IN. "Cl & C2" HORIZONS DIRECTED BY THE. APPROVING AUTHORITIES. NO GROUNDWATER ENCOUNTERED 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, BEFORE THE START OF CONSTRUCTION. 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). EXISTING 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE HOUSE(11169) INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. T.O.F.=100.9f 13. THIS PLAN IS TC 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 LA DESIGN CRITERIA >z s .9, 0' w NUMBER OF BEDROOMS: 3 BEDROOMS 0 �1 cS •3' a' SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) s, h DESIGN PERCOLATION RATE: <2 MIN/IN DAILY FLOW: 330 GPD DESIGN FLOW: 330 GPD ' RpppSEO S.A• 1GD GARBAGE GRINDER: NO-not allowed with design LEACHING AREA REQUIRED: 330 GPD = 445.9 SF ( ) 1'32.5 .74 GPD/SF EXISTING SEPTIC TANK: 1500 GALLON CAPACITY SEPTIC LAYOUT PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED USE 3-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 169 MOCKINGBIRD LANE, MARSTONS MILLS, MA SIDEWALL AREA: 2(11.8' + 325) X 2 = 177.2 S.F. Prepared for: Cape Cod Septic Services, 350 Main St, W. Yarmouth, MA 02673 BOTTOM AREA: 11.8' x 32.5' = 383.5 S.F. Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:......... .................................................... 560.7 S.F. Engineering Works, Inc. N.T.S. P.T.M. 129-19 DESIGN FLOW PROVIDED: 0.74 GPD/SF(560.7 SF) = 414.9 GPD 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 3/8/19 P.T.M. 2 Of 2