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HomeMy WebLinkAbout0169 DEBBIES LANE - Health .69 DE��'E'S LADE totuit - _ - .A - 027- 127 , F }� TOWN OF BARNSTABLE LOCATION & �,r°kb!r5 Lgme SEWAGE# Co VILLAGE �rAA� '� ��f ASSESSOR'S MAP&PARCEL ._ 1 7 d..7� _ ,,L �7 INSTALLER'S NAME&PHONE NO.„�09-S/2i9~77.,g?vlPJel4Pe' SEPTIC TANK CAPACITY IjOdO LEACHING FACILITY:(type) ,10,}PS A`C36 I`-le (size) 3s d< NO.OF BEDROOMS to t OWNER k.5,gfif ,S PERMIT DATE: '. % " /. COMPLIANCE DATE: 23--43 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 '.l FURNISHED BY �-��y� Y .. J. f9- 3-2 q. �- 3-2�,7.. '� G ,; I� i i � „ r i / r 1 �; � � TOWN OF BARNSTAB'tE LOCATION IOr 101 fllc'h ;ec Lon SEWAGE VILLAGE ASSESSOR'S MAP & LOT S►Un�1rS' INSTALLER'S NAME & PHONE NO.Cca Q e. Cady SEPTIC TANK CAPACITY i W n �l 1�LEACHING FACILITY:(type) P(eCo S r �� (size) GQO (� l,1 NO. OF BEDROOMS IVATE WELDOR PUBbiG W x T-B ✓BUILDER OR OWNER 00 c e�( ion\e S DATE PERMIT ISSUED: Ll he C, �i DATE .COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No RJ O)c,< fy, � J �j aSh �\ � No.� ® / �� ` l Fee THE COMMONWEALTH OF M��SSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF B:ARNSTABLE, MASSACHUSETTS Application for Misposal bpstem Construction Permit Application for a Permit to Construct(k�" Repair(l rUpgrade(� Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.LGf D-Eoa/�iS L/Q�1�G Op1�X ner's Name,Address,and Tel.No. L '.S r3/i SS Assessor's Map/Parcel 027-/A Installer's Name,Address,and Tel.No.0$-y20-flyy Designer's Name,Address,and Tel.No. ✓weph pc aprros wanks rm c, N Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 Q gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) �'h,4ri9t/� 3 /paW 0l= 7 A;D.5' i911L' ale f{C Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place'the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date �' 3 Application Disapproved by Date for the following reasons Permit No. Date Issued ss. No. .� O / ., '; � Fee THE COMMONWEALTH OF MA5SACHUSETT$ Entered in computer: Yes PUBLIC HEALTH DIVISION--TOWN OF B.&ANSTABLE, MASSACHUSETTS *< applicatlowfor Disposal 6pskm Construction J)ermlt Application for a Permit to Construct Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No./G� U f:'l Owner's Name,Address,and Tel.No. ,, l X'S 61,55 Assessor's Map/Parcel o; i -12 Installer's Name,Address,and Tel.No.s0�-�j 20- 97�6 Designer's Name,Address,and Tel.No. Type of Building: ° Dwelling No.of Bedrooms 3 r Lot Size sq.ft. Garbage Grinder( ) Other Type of Building .. No.of Perspns. Showers( ) 'Cafeteria( ) Other Fixtures Design Flow(min.required) 3?j Q gpd Design flow provided 3`�3 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 7.5 .5 Tx-// q !w'r-- Date last inspected: r 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 /, � ` t Date �7 3 Application Approved by J `� Date ;L Application Disapproved by Date for the following reasons Permit No. ; Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(�!�' Repaired( G)— Upgraded( ) Abandoned( )by,/95 f31yely o 5 r at //, 01:�j43 i I=5 /zvo e 0110r;T, i /1/l1//1' has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.a0I `�G!' dated Installer , e-)-,,.A9 ,-- s Designer #bedrooms Approved design wofl - 3 30 gpd �< The issuance of his permit shall not be construed as a guarantee that the system will fu tnc[o designe Inspector b E' ____7 ____ __________._______ter No G �� / Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction permit Permission is hereby granted to Construct(c-.) Repair Upgrade( ) Abandon( ) System located at //_; y /�,=r �i i-5 Z/ �r 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 �' e3 Approved by 1 .i Upper Cape Engineering P g g P.O. BOX 616, EAST SANDWICH, MASSACHUSETTS 02537 (617)362-6281 Feb. 24, 1987 Board of Health Town of Barnstable 397 Main Street Hyannis, Mass. Dear Sir: This letter is to certify that the Septic System (s) located on *JUq lot�--)101 CL, Debbles Lane were installed in accordance to the plan submitted by this office, and further, that the well to septic distances meet or exceed those as deliniated on the rlan(s) . Thank you hn Jacobi � ttll Ficic THE COMMONWEALTH OF MASSACHUSETTS .� BOAR® F H H ......................O F..-.. ....... ....................... ................................................. Appliration for Disposal Murks nnstrnrtiun Frrmit Application.is hereby made for a Permit to Construct ( or. Repair ( ))ean Individual Sewage Disposal SysteZna &... '/. ..................................................... • go lion-A d ess or Lot No. ... ...--• -....••-- ..... ... ....... ................................•- • — -- .. ..._.__. v Address nstaller Address --------•.. .................. PG Type of Building Size LotUIh . ....Sq. feet Dwelling—No. of Bedroom_ s. Expansion Attic , � Garbage Grinder ,( Other—Type of Building _ :...._..... No. of persons............................ Showers ( ) — Cafeteria ( ) a Other fixtu ..........................•••-•••..........------ WDesign Flow..............s _.___...._.........___gallons per person��PPer ay. .Total il�ow..... � _®_:....................gall s. WSeptic Tank—Liquid'capacity/.gallons LengthY,--.- .... Width..%..-.._-... Diameter__........... Depth---_f�_- N Disposal Trench—No. _._ Width................... Total Length............._ Total.leaching area............. sq. ft. Seepage Pit No...49Jj/Z _ iameter.../ __.... b De h ow inletInS....... Total leaching area..:.---sq. ft. Z Other Distribution box ( ) Dos' g, ) Percolation Test Resul Performed b ... _ ... ............................ .... Date. ...... ... �z ...•.......... � / y r'� Test Pit No. 1.....____'.minutes per in epth of Test Pit.. ..... Depth to ground water.. ....�.............. LL, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ R+ •--..... ---•---•---•................................•---.....................................------------•----•---------------...-••••-...._..-•--....._ 0 Description of Soil........................................................................................................................................................................ --- c pr Nil r, F �IAII�F�t,_�lA,�'�•�11P�R�/ISF W .iCT�" d 1r . rt A�ICa IGE TIFI( A .."° --•-•............................ ............--...----••----••- --•----- "Y z - UNature of Repairs or Alterations—Answer when applicable..._:. _ `:+.E ............:.......D.-�N STRIG� :7RGANCE TO PLAN. Agreement:. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITLE 5 of the State Sanitary Code=The undersigned further agrees not to place the sys m operation until a Certificate of Compl� has e n is y he boar ealth. Sla ... ..... �.........•..•.........---•----------------------- '. at Application Approved By.............. ...... ...... . .•••-•--•--...............••- ........... /-----f ......... Date Application Disapproved for the f ollo- i asons:...........................•---•----------..................•---•-------...--•-•----------......_......_......_ ...................................................•---•----..................--•--------....................---•--......------------•--.....................---•-•--............---------------•--...... S� 1`2- 9 g PermitNo.......................... ._...... Issued....................................................... Date FRz THE COMMONWEALTH OF MASSACHUSETTS ,,p.. BOARD OF H H .......................OF......OP I'17 C Aptiration for %papalWork-s TutuitnuiWit Frruti# Application is hereby made for a Permit to Construct (l or Repair ( ) an Individual Sewage Disposal System,aft. 1'1�f` Z. r f Lo ation-Address or Lot No. ...................... . t 9. . _ �: - :�. , _ .....---•---•------------ -------------•..-----------------•------.....-----....-......................................... n ' � -Address r _ a 1 Installer Address �7 f d Type of Building Size Lot____�:__`?...............Sq. feet V Dwelling—No. of Bedrooms.:........................................Expansion Attic ,(I/t,)' Garbage Grinder )' Other—Type of Building 1�A................. No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtu -••...............•--...-•---............_........................--•---.....•--••••-•----•.................--•-•-•-----••-•------•----•-•--...-•--•- d -- Design Flow................ ...........___.___._____._gallons per person per day. Total daily flow" ...��.���.......................gallons. WSeptic Tank—Liquid capacity��_.gallons Length Kt---.�.... Width._�_.. ... Diameter................ Depth......f----- Disposal Trench—No._ ............ Width.................... Total Length........_.....`... Total leaching area....................sq. ft. Seepage Pit No..�.41-- ameter... 0........ Depth below inlet: n,. -------- Total Total leaching area.2!C� q..-�....s ft. Z Other Distribution box ( ) Dosing t '� ( ) 1�e.A�'l Percolation Test Results Performed by../ 7. J �._......... './-' Date..-.... ------ Test Pit No. l..... ...minutes per in epth of Test ..... Depth to ground water......................... GTq Test Pit No. 2................minutes per inch Depth of,Test Pit.................... Depth to ground water........................ a --•-•-•-----•---•----------------•......-•-----•-------•...........-------•--•-•-••-•-••--•--•---•-•......................................................... ODescription of Soil........................................................................................................................................................................ W V ...--•--........--••--•.................•-•------•--•••-••---•--....._.............._.........-•---•••--•••------------•.._..----•-••-•--•-•--•-•..._.........•-••-•••-----•----••....••••--.........---- 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 TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system n operation until a Certificate of Compliance has been issr ediby,the board�of health. ...... -> . --- �_ ....... DateAPPlication Approved BY .. Application Disapproved for the f olloging--reasons-------------------------------------•--•--------------...---------------------------------- ...--•--..._...--_ ................•--•-........---•-•--................---...-----•--...-•----..........•....---------•------•............----------•------•••--.....---•-------...........--•---•----------•---......--- Date S. Permit No. '.. ��C`j----. Issued.....................................................- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF H ALT," ..........................OF.. ..................... (Irriif irtttr of (Samptianrr THIS IS T CERTIFY�That thkIndividual Sewage Disposal System constructed (✓) or Repaired ( ) by................. .. ...............................................•.. � /............. �'....---...----••-----------••--•--.._.........._..... •-••-----••-•--•••..._..-•---- z at.._••-------•---� —........................................................../ .. '///.c!✓ .Insc erg ----------•-------------------------•------------ has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as Oescribed in the application for Disposal Works Construction Permit No.--.-' .&---- Z -_ dated.........I..?-/.-.:`/.t/..7��e.......... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTIONS TISFACTORY. DATE.-•--••••...............32 7 ....................... Inspector............. THE COMMONWEALTH OF MASSACHUSETTS �---- BOARD OF HEALTH Soy �....................... NO......................... '. FEE........................ Permission is her-by"grantedZ_. fi' ..... .... '� ..: e . ............................................................. to Construct ( o> R 'r() an-Individual Sewage Disposal Sf stem at No...............r'"'�...''•. �/� f � %�/� 'J r __.....- -` ........................................ - Street as shown on the application for Disposal Works Construction Permit No..................... D ted.......................................... Board of Health DATE - ..`......----•-•--•-- FORM 1255 A. M. SULKIN, INC., BOSTON TOP OF FOUNDATION CONCRETE COVER CONCRETE COVERS 4"CAST. IRON 12"MAX. �"r"'� E<- `/ yo .; OR SCHEDULE 40 12"MAX. • P.V.C. PIPE 4"SCHEDULE 40 P.V.C.(ONLY) 7 � PITCH 1/4"PER. PIPE- MIN. LEACH PITCH 1/4"PER.FT. PIT PRECAST o' _INyERT /o" !y' -� LEACHING '•� EL' 1.X.7.... INVERT _ INVERT % . Q•;' PIT OR o'• SEPTIC TANK DIST. w . a INVERT EL./.!X3. EQUIV. . .. BOX EL.Y.4Xf. ' : >s EL.Y.!1 �0? ...... GAL. INVERT ,�. INVERT `� wW �: :�, 3/4"TO II/, •.. ELY.o,Y.Z. w0 \A: WASHED o, w STONE 6.7 6'DIA. o.`•;•. �--- /O� DIA��d 41 PROR LE OF "_GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM NO SCALE P- SBio - S ��L LOG WITNESSED BY : DATE Y4 z. ..... TIME!!.A/.. /Z��� ✓ . BOARD OF HEALTH TEST HOLE I TEST HOLE 2 ELEV.. . . . . . . . . . . . . . . . ENGINEER ELEV. .�`/.1.'V. .. . �06 - T ��(_i_ . . . . . . . . . DESIGN DATA : NUMBER OF BEDROOMS C , , , , • , , TOTAL ESTIMATED FLOW . , 0, . , • GALLONS/DAY BOTTOM LEACHING AREA //3• 60.FT./PIT (' SIDE LEACHING. AREA . . . � � . . SQ.FT./PIT GARBAGE DISPOSAL (50% AREA INCREASE) �3=1•� EO S�1y0 �32•S TOTAL LEACHING AREA . . . . SO.FT -Z xo _ PERCOLATION RATE 1L-Ss MIN/INCH /,41_v � WATER ENCOUNTERED LEACHING AREA PER PERCOLATION RATE .. SQ.FT. NUMBER OF LEACHING PITS APPROVED . .. . . . . . . . . . . BOARD OF HEALTH :.3- y(aZS� :.7�•S/- < � : Z6� ?!ofr DATE./l 1�� . . . ;SF.I .`r2.7 AGENT `OR INSPECTOR a IPEno(IE i�/��e�Q/�S; J .�p`tN OF A(.4x v s °�w* �Fl\G /oT is/. . S\C wl 0\4 PNS 814 ? cj N ISO V10 P�,p'N• j �� S FNGEo F�ISiE PETITIONER'; �/ \r�nRG 04/26/2013 07:27 5Oe4775313 ENGINEERING WORKS PAGE 01 Town of Barnstable Regulatory Services Thomas F.Geller,Director Public Health Division ' T`omas McKean,Director 200 Main Street, Hyawds,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Date: Sewage Permit# Assessor's Map/Pgreel n 21 M 127 InstalferA Designer Certification Form Aealgaer: �+� n.e,s�►�',M. Wo r Lis, l nc . Installer: To ti.1 S Se{i c S V C Address: 1 z W, C rb s a Qr 14 VU. Address: 1 C-'%vvN~.4 U ( L On o e S C v was issued a permit to install a ate (installer) septic system at e6\10' based on a design drawn by 94-er (address) �''• ,"u-—_ dated (designer) - 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. Stripout (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. Stripout(if required)wa ted and the soils were found satisfactory. OF F T' tell er's Signature-) GlIVIL C1VIL � 9 10.35109 O Q (Des1$ner1s Signature (Affix Designere) PLEASE RETURN TO B_ARNSTABLkPUBLJC HEALTH D"10N, ICATE -COWLIANCE WILL NOT HE ISSUE12T OTH THIS F RECEIVED MY THE BARN§TABLE PUBLIC HEALTH THANK q:1cMm fbmsldes4Vw=ificabon form.doc Town of Barnstable P# 7 3 d , Departinent of Regulatory Services s.;r Public Health Division Date 3 13 200 Main Street,Hyannis MA 02601 w Date.Scheduled _ � A-2/Z-3 _ Time Fee Pd. ty �, < c Soil Suitabzli Assessm ,�ty ent for Sew e isposa r Performed By: Af k/ 0'C c CG t f'&e S ew i 2 Witnessed By: LOCATION& GENERAL INFORMATION Locatton Address Owner's NameX"�, Zc w (J Address [Assessor's:Ma /Parcel: Mgt/t$ M` )! p Z 7— 2? Engineer's Name M�. �t-ee NEW CONSTRUCTION REPAIR Telephone# j —737— ?a'Y Land Use Slopes_(C6) 1 j Surface Stones. :/A)"(14- Distances.from: Open Water Body 7' 310D ft Possible Wet Area 7 1CX) ft Drinking Water Well ��J Drainage Way Al IA- ft Property Line ft .Other` ft - SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Parent material(geologic) �U r�` Depth to Bedrock /\j Depth to Groundwater. Standing Water in Hole: AJ Weeping from Pit Face N A' Estimated Seasonal High Groundwater 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 Adiustment.L Index Weil.# - Reading"Date:' index Well levcl Adf:factor Adj.ClroundwaterLevel, ,e PERCOLATION TEST Date . Time, Observation n , Hole# Pe f c_ a^ Time at 9". Depth of"Pere Time at 6" Start Pre-soak Time® 2 Time(9"-6") End Pre-soak Rate Min Inch G C> a `S Vic.. Site Suitability Assessment: Site Passed 04 Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole 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 at least one(1)week prior to beginning. Q:t.SEPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure'Stones,Boulders., Consistency. vi tM-c S .:i e o. z CL M."LS� Z� �� ( 3 DEEP OBSERVATION HOLE LOG Hole# :- Depth from Soil Horizon . Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, fad 13 z- C Zs ('�l,°e'l-.Sc;`�..'/t Z-S Y�( DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. 'G v t t DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling . (Structure,Stones;Boulders. Flood Insurance hate U10: - Above 500 year flood'boundary No_ Yes J.. Within 500 year boundary No Yes - Within too year flood boundary No A Yes Depth of Naturally Occurring Pervious Material Does-at least four feet.of naturally occurring pervious�material exist in all areas observed throughout the area proposed for the soil absorption system? -----�-�1 If not,,what is the depth of naturally occurring pervious material? Certification I certify that on v1 1ftq, (date)I have passed the soil evaluator examination approved by.the. Department of Environmental Protection and that the.above analysis was performed by me consistent with the required training,expertise and experience described in 310-CNM 15.017. Date Signature_ c -- — } Q:\SBP`WPBRCFORM.DOC INSTALL A 40 MIL POLY LINER LEGEND `t: L BETWEEN HOUSE AND S.A.S A — 98 --' EXISTING CONTOUR ch N, ' TOP EL.=92.5, BOTTOM EL.=90.0 x 100.98` EXISTING SPOT GRADE o Gr°Q a�Q1 AAA rQ _° PB A EXISTING,WELL, 9s�0' s y • 272 PG 92 BENCHMARK EXISTING LEACH PlT OVERHEAD WIRES OUTSIDE COR.IBULKHEAD CONTRACTOR SHALL PUMP, TEST PIT, EL.= 56.67 (Assumed) 4 FILL W/.SAND"AND. ABANDON: BENCHMARK s ` INSPECTION Spoty Sur Wild 3� } HOLLO ROAD PORT , f: _ 54.83" x 54.72 54,71 p 2 it 5337 ,1 -o - .. ,. • , i'• i' L_J 1 L_ 1--L_ '� 4 - .LOCUS 90 t 54.e TP-2 sa.7 - 4 x� x o BM o EXISTING'SEPTIC TANK EXIST. WELL i x 53,36 ,'F 43 ¢' .v s6.+55,10 (TO REMAIN) , LOCUS MAP {RECORD) % 53.78' x ss.2a I xIRR ATIO TOP OF`•TANK, EL.=54.44t NOT TO SCALE DEC /J 29 x INV.(OUT)=53.1Ot(l/ERIFY) �. s. EX/STING 55.12 55.10 (LOT 101) x 53,25 ,, _ HOUSE _ �, GENERAL :NOTES: ,. � STONE ss,er. ; (#169) _ APN �2�-=�2� '--.'x TO " — 7.9f '��p y 1. ALL CHANGES•TO THIS PLAN MUST BE APPROVED BY THE LOCAL `.' 27,650 S.F.+` " : A Y.,," ".. — + s�9 O BOARD OF HEALTH'AND THE DESIGN ENGINEER. ' 433 0 W �-.5 w " RI VE .F. 5 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS x x 56J3 •• OF THE STATE--ENVIRONMENTAL CODE, TITLE V, AND.ANY 'APPLICABLE • s5 a2 �... W S E REQUESTED BELO s6.72 3 LOCAL RULES AND REGULATION EXCEPT ASW: Ss,91 \pk57.03 —310 CMR 15.405(1)(b): - 10' variance, S.A.S. to cellar wail (bulkhead), for. a 10' setback. 1 A x 54.77 4,�� < 8� x ss,as 3. THE-SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED .PRIOR t TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH-AND THE �,, r ,r • ��, DESIGN,ENGINEER. +55.69 - + x 56,51 _ — 4 -- - FROMCTTHOSEONS SH WN HEREON DSHALL BE•CREPORTEDTI00 T-DIFFERING DESIGN 59,1a ENGINEER BEFORE CONSTRUCTION CONTINUES. 7.06 9 ; - , " .:� .� rod' •+• a' NATIONS BASED ON ASSUMED DATUM. \ +. � . •F'61 e 5..ALL ELEVATIONS -6. THE DESIGN ENGINEER IS NOT RESPONSIBLE, FOR THE FAILURE®OF 61.66 THE CONTRACTOR OR OWNER TO 'NOTIFY THE LOCAL BOARD OF ;4095 QL� 62.00 a of� pavement - HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. dge storage -- _V� �' ' ;' + 62.0o s 7. WATER TO BE SUPPLIED BY PRIVATE WELL tent `• k" x 58.27 / 8. THERE ARE NO -WELLS WITHIN 150' OF THE PROPOSED S.A.S.,", ON 6.23 ,1 g. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED,AS 1,90 AGREED UPON BY OWNER AND CONTRACTOR*OR AS OTHERWISE torpg ;- �, � , `�'' `'• DIRECTED BY THE `APPROVING AUTHORITIES. " DEBBE� IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO :VERIFY f to T 61 10. -tent °. 6 •: ` T " � ": THE LOCATION `OF-,ALL UNDERGROUND .UTILITIES,' PRIOR TO BEGINNING , ,CONSTRUCTION. OF Mq �' LANE `11. WHERE REQUIRED, .CONTRACTOR SHALL'REMOVE ALL UNSUITABLE SOILS ss9 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND - y> p � -�---_�� _ - • � REPLACE WITH CLEAN. SAND AS SPECIFIED IN` 310 CMR ,255(3). o PETER T. McENTEE _ - 12. AREAS REQUIRING ,STRIPOUT OF UNSUITABLE MATERIALS SHALL B_E " CIVIL INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. NO. 35109 13: THIS PLAN IS TO^BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND �i' �F� s ,•. ( T 14. THE IS OT TO BE CON CONTRACTOR SHALL BE RESPONSIBLEED A PROPERTY LIFORNE SOBTAINING A TRENCH RO `- .�" `• " PERMIT FROM THEI'LOCAL. MUNICIPALITY IN -WHICH THE WORK IS BEING r .• FSSIONA E� r' p0 �1,� - k 2�' � � PERFORMED. ` - PROPOSED SEPTIC- SYSTEM' , UPGRADE PLAN` VIP 169 DEBBIESLANE, MARSTONS MILLS, MA T' Prepared for: Joeys Septic Service, 81• Cammett• Rd, Marstons Mills, MA,02648 s - DRAWN JOB NO. R OF _RECORD OWNER e = P.T.M. ,1 1 ' SCALE. BLISS, ALEXIS ' EngineerFng•by N ,:: DATE` Engine ring' Woks, Inc. 20' 30` 13 169 DERBIES LANE 2 „ .. , , - a.. ,. _ r I„ ` " ad, Forestdale, MA 0 644 ' CHECKED ,�SHEET N0. MARSTONS MILLS, MA 02648 12' West Crossfield Ro r F; _ '' (508) 477-5313 4/15/,13 P.T.M; '' .1 '`Of 2' • u NOTE: -TO PREVENT BREAKOUT, THE PROPOSED SEPTIC TANK PROPOSED. D—BOX FINISH -GRADE SHALL NOT BE < EL:52.3 ' FOR k DISTANCE OF-15� AROUND THE INSTALL, RISERS :& COVERS OVER INLET & INSTALL FOR '& WATERTIGHT *"PERIMETER OF THE- S.A.S. - OUTLET-AND- SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE k' PROPOSED S.A.S. N INSTALL INSPECTION PORT OVER END UNIT T.O.F.=57.9t, -- -- --- F. EL.=55.Of ' EXISTING F.G. EL.=55.1 t F.G: EL.=55:0t PROPOSED S. M _ ff MAINTAIN .2% GRADE (MIN.) OVER S.A.S. _— ---- --- -- - ' _ `.INSPECTION• L 12' L 10' PORT ^ 1 ?s• O © S=1% (MIN.) ® S=1% (MIN.)' 00 4"SCH40 PVC 4"SCH40 PVC `� Ar. , c 10" 14lip 8' 10 75 TO y r R&M 11 . ... .. EXISITNG 48' LIQUID t I INVERT INV.=51.90 �- I DEC LEVEL ADD 3,ROWS OF 7 UNITS AT 5.0'/UNIT = 35' EXISTING ,? 3 ti cAs9AFFLE INV.=52.17 PROPOSED a` INV. `52 00 D' BOX a INV.=53.11 — d . HOUSE + EXISTTNG SOIL ABSORPTION SYSTEM (PROFILE) ' EXISTING SEPTIC TANKl �`69� 4 k ESTABLISH' VEGETATIVE COVER. T 0.F.=5'7:9f" , •M BACKFILL WITH CLEAN NATIVE ORIN a. PERC SAND TO TOP OF CHAMBERS NOTES: ' BREAKOUT=TOP I. ' 1) CONTRACTOR SHALL' VERIFY ALL EXISTING PIPE. TOP ELEV.-52.33 INVERTS, PRIOR TO INSTALLATION. INV. ELEV.=51.90 Y _ - 2) D-BOX SHALL BE SET LEVEL AND TRUE TO=' GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM ELEV.=51.00 ` + f INCH ,CRUSHED STONE:: BASE,.AS SPECIFIED;:IN' 4' MIN.,OF NATURALLY OCCURING 2.83' `31 o CMR 15,221(2) PERVIOUS .MATERIALS, 3) INSTALL INLET & OUTLET TEES; AS' REQUIRED. 5` MIN. ABOVE GROUNDWATER EFFECTIVE WIDTH=8.5' I' SAS.S 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE EXISTING SUITABLE - S•' `�`-' AS MANUFACTURED BY TUF-TITS; ,ZABEL OR EQUAL. .;NO. GROUNDWATER TO .EL=43.7 4 MATERIAL d a .+ r 3 ROWS-OF 7—ADS Arc 36HC 'UNITS WITH 4 i; 63.25' USE • - � SEPTIC SYSTEM PROFILE: � •'►vo SEPARATION BETWEEN EACH ROW & NO STONE : TYPICAL SECTION 4 ` N.T.S. 16" DESIGN -CRITERIA SOIL LOG a,. 3451'~ ,, - . �. DATE: MARCH 27, 2013 (REF.'. P#13,904j ` = NUMBER OF BEDROOMS: 2 BEDROOMS; AS ,ASSESSD SOIL EVALUATOR:` PETER='`MCENTEE PE •(SE#1542) PERMITTED FOR 3 BEDROOMS, PERMIT, NO. 86-128 f OP VIEW ( $) WITNESS: DAVIDE STANTON •R.S. T SOIL TEXTURAL CLASS: CLASS I HEALTH 'AGENT r 60' " DESIGN 'PERCOLATION 'RATE: ,• <2` MIN IN Elev. — 'Depth {Eley. — Depth § _ ,:'' TP, �_. TP . 2 P END CAP END.CAP ES /. ,. 54.7 A p„ 154:8"A 0„ FRONT VIEW. SIDE VIEW t DAILY FLOW: 220 G.P.D. END.CAP ` SANDY LOAM SANDY LOAM REAR/TOP VIEW DESIGN FLOW: 330 G.P.D. 10YR 4/2 „ 1OYR'4/2 ! : + y 53.9 10 54.0 10 :. f GARBAGE GRINDER: NO—NOT. PERMITTED WITH DESIGN g g r NOTE: UNIT CONFIGURATION'AND AVAILAGILITY'SUBJECT ' SIDE-VIEW. - - i.•+ ' ' ti :-TO-CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY r : ' ' - - - • . ' " DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE LEACHING -AREA REQUIRED: (330 GPD) = 445.9 SF SANDY LOAM SANDY LOAM ' 10YR 5/8. 1OYR 5/8. mmmm4640 TRUEMAN BLVD ' 0.74 GP 52.2 :C1 30 52.3 30" HILLIARD, OHIO 4302s Arc 36HC DETAIL EXISTING SEPTIC TANK: *1000 GALLON CAPACITY _' ,• �t � • ,i' >'. ' `ADVANCED DRAINAGE SYSTEMS,INC. ' MED."SAND MED. SAND PROPOSED SEPTIC-- SYSTEMUPGRA PROPOSED D—BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 1oYR 5/6 10YR 5/6DE PLAN ` - 49.7 C2 49,8 60' USE 3 ROWS OF 7—ADS Arc 36HC UNITS WITH N0, �' 60 C2 169 DERBIES 'LANE, MARSTONS ' MILLS, MA SEPARATION BETWEEN EACH' ROW & NO STONE I Prepared for: Joeys Septic Service, 8 Cammett Rd, Marstons• Mills, MA 02648 MED. SAND MED: SAND , P P 1 BOTTOM AREA: (GENERAL USE APPROVAL ,FOR 4.80 .SF/LF.OF 'UNIT) 2.5Y 6/4 i e 2.5Y 6/4 'Engineering by: SCALE DRAWN JOB. No. (Arc36HC Units) 21 UNITS .x 5.0 LF x 4.80 SF/LF 504,'0 SF „ . Yk.S Inc.'` ` " .NTS P.T.M. 130-13 , 43:7 ,32 543.8 ,32 Engineering Wo { PERC RATE: <2 MIN./INCH (ON FILE P#5810) 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED '_ " SHEET N0. DESIGN `FLOW PROVIDED: `• 0.74 GPD/SF (504.0 SF) .= 373.0 GPD SOIL ARE CONSISTANT,WITH PERC. RATE (508) 477-5313 4/15/13 P.T.M. 2 Of '2 NO GROUNDWATER OBSERVED • ky UPPERCAPE ENGINEERING owio P.O. BOX 616 E. SANDWICH, MA 02537 y z o T 362-6281 L I IV 03 71 ru t k, 10 yo �3Z:� - 'Vo•oa ? .S 28 53 ,�,3tc/ 13G(� z9of. 7lYf ���� • „� � � � Yg49 •g4�� Ys�q• oGi SC S8 �o 1 ' �. S4 a Yf 1� 1 tl j pyt g I n n e f 0 II 1 f 1r} l !3 , i k "ES/GNING E THE svy ,TT10"V AND CE MUST SUPER `�RDANC EM OAS INS 'AL-LED WRlTl� ' r FLAN. !N STR"CT