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HomeMy WebLinkAbout0097 OAKVIEW TERRACE - Health 97 Oakview Terrace A= 268-293 Hyannis 7 0 R C TOWN OF BA '• �- F', _ , RNSTABLE. LOCATION 77, Q,(C tit Fcj,i Te r(c c SEWAGE# l ,. �iLLAGE 1ANJ sus is r S ASSESSOR'S MAP&'PARCEL.a CaB.-otr{'?j" . INSTALLER'S NAME&PHONE NO. �� SEP,TIG TANK CAPACITY ryffc.: -LEACHING FACILITY: (type) pt fc- JA—3:© (size) A,S X 3-'Z ' NO.OF BEDROOMS OWNER , LI&J^Ajc_J PERMIT DATE: COMPLIANCE DATE: //—S—/2 .i Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility nbAt ac �ca(r tm+'rFeet Private Water Supply Well and g4aing Facility(If any wells exist on site or within 200 feet of leaeing facility) Feet Edge of Wetland and Leaching Facility(If any-wetlands exist within 300 feet of leaching,facility) Feet FURNISHED BY c� s �r s C� _i5i J r% ,ov <a N gyp - J•= ` c� CAcr m t n4 1; w s t i No. `/) Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS I ftpliration for ]Disposal *pstrm Construction Permit l Application for a Permit to Construct( ) Repair(✓Upgrade( ) Abandon( ) [:]Complete System ❑Individual Components Location Address or Lot No.9 lc-vo,rLp� res tea r r Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ✓S/G S ./.1 �j;crw." �� 'SD -i/UO-7/5_ � ...�,e si,.+ ��s Taf3'Ll77- �3/'3 Type of Building: Dwelling No.of Bedrooms 3 Lot Size fyG y —sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons 2— Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3p gpd Design flow provided 3 gpd Plan Date //�f �/� Number of sheets `L— Revision Date Title Size of Septic Tank jei5 t•vc Type of S.A.S. Arc- 3K /N-2U e"A e .a brs c Description of Soil Nature of Repairs or Alterations(Answer when applicable) /,y,5 f,; J/ .� ;,✓ S_ ; 5 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 Board of Health. ' Date Application Approved by Date Application Disapproved by Date for the following reasons lefl Permit No. Date Issued 2\/ 4 No. \/ Fee 1 THE COMMONVIPEAL-T-KOF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes .y � ftplitatlon for Disposal 6pstem. (ton' truction Permit Application for a Permit to Construct( ) Repair(✓,;Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 11 Oa/e,�/�� 7�d/o r Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Inssttaller's Name, yAddress,and Tel.No. �j Designer's Name,Address,and Tel.No. YoJSIGs A /J/bWiJ Z..0 SOEi-t/!1O-7/s' . Type of Building: Dwelling No.of Bedrooms 3 Lot Size /O�jlr q sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons 7— Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3?2. 1 gpd Plan Date //�/ �/� Number of sheets '2,_,__. Revision Date Title Size of Septic Tank xis f >,vc Type of S.A.S. /arc 3c M •7U e Ac- 6r,, c Description of Soil v x Nature of Repairs or Alterations(Answer when applicable) /N5/ /� n/Y�✓ S_A , S 0 Date last inspected: Agreement: `s 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 y this�Board of Health. Date Application Approved by / /�i Date -Application Disapproved by yr 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( �� Upgraded( ) Abandoned( )by _' d s b , 14 T/v c at 17 11/r_162 %ry/L c P vvi" I has been cons cted in accordance with the provisions of Title 5 and the for Disposal Construction Permit No It� ated Installer,I ✓� cG s fa 1 ln..j") �Nc Designer � nY�NP� ^�r #bedrooms `Lj Approved design flow :5 7C:;) gpd The issuance of this permit shall of be c'nstrued as a guarantee that the system Will fi n fion asff igned. Date f L�"� Inspector,,—., -- -------------------------- - ---- --------- -- ------------ ------- --------- ---------------- ---- �-------- THE COMMONWEALTH OF MASSACHUSETTS Fee PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *patent Construction Permit Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( ) System located at 7 oc le- 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:Cons tiop must be completed within three years of the date of this permit. r !� Date Approved by / / 11/05/2012 15:35 5084775313 ENGINEERING WDRKS PAGE 01 Town of Barnstable Regulatory Services WL ']'Lomas F. Geiler,Director lNAM ; Public Health Division ' Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-9624644 Fax: 508-790-6304 Date: Sewage Permlit# - ' Assessor's Map/Parcel 26 Sr-7A 3 Installer&Desimrter Certification Form Designer: > -►y: r�e,sr.'.„. In:o ti s� 1 nc . Installer: p•p'' $ w , 1+1 C . Address: i 2 W. CR, :s ►al -lew. Address: �-a - lad X On A, -90 1v-,(, was issued a permit to install a (date) (installer) septic system at -7 o aV y t t*-j +mot► based on a design drawn by (address) P - dated 11 , l 2- (designer) T 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 relocations of any component of the septic systems)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required)w ' cted and the soils were found satisfactory. �N OF S PETER T. , 51 WENTEE er sSignature) CIVIL U9 No'38100 (Designer's Signature) (Affix Design. ) PLEASE RETURN TO IARlSTABLE PUBLIC HEALTH DIVISION... CERMCATE OF COMPL]MCE WILL NOT BE ISSUED UNTIL BOTH,.THIS FORM AND AS- BVMT Cap ARE RECEIVED BY THE B,Ai.WWa ABLE PUBLIC]HEALTH DIVISIQN, THANK YOU. gAoffioe loan W aignenw fiction form.doc f Town-of-Barnstable P# - 7 Department of Regulatory Services Public,Health Division Hate T 3 c Z 619 200 Main Street,Hyannis MA 02601 11 5 )a, Date Scheduled Al) � Time / ��-�j Fee Pd. Soil Suitability Assessment for Se e Disposal Performed-By: Witnessed By: LOCATION& GENERAL INFORMATION Location Address 4 Owner's Name � "" �7 O0.l.��te.�J T tv. lLl✓1,rl��C-t Address 97 derLI,/,-e.✓1-�.w Assessor's Map/Parcel: -Z/,,IiF--Z<'3 Engineer's Name AA'` f/(,- NEW CONSTRUCTION REPAIR _!K Telephone# S dF— 73 7— Land Use S I�CJteN 1tr G� Slopes(%) _Z Surface Stones °11 .4, Distances from: Open Water Body ft Possible Wet Area �-4- --ft Drinking Water Well L'ft Drainage Way �` ft Property Line ISM/— ft Other` ft SKETCH.(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) • r Z i Parent material(geologic) Depth to Bedrock ,V t+ .� Depth to Qroundwater. Standing Water in Hole: /J/14 <Weepirg iio7t Pit Facep Estirnated Seasonal High Groundwater Zd Gt CY- ` DETERMINATION FOR SEASONAL HIGH WATER TABLE / Method Used.-- Depth Observed standing in obs.hole: in, Depth to soil mottles; 1n: �� Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. —vCD Index Well'#"! Reading Date: Index Well level Adj.fhotor Adj.Oroandwater Le',el . e PERCOLATION TEST bate , Time C- Observation Hole# fp/ - CY/ Time at 0" Depth of Perc Q 2 Time at 6" Start Pre-soak Time® C�y , is Time(9"-6") End Pre-soak CC,'ILS 6%1aIri— '11�f � Rate MinJlnch. - / ` Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- I ***If percolation test is to be conducted within 100' of wetland,you must first notify the, . Barnstable Conseirvation Division at least one(1)week prior to beginning. Q:ISBPTICIPERCFORM.DOC DEEP.OBSERVATTON HOLE LOG Hole# , 1 Depth from Soil Horizon Soil Texture. Soil Color- Soil• Other Surface(in.) (USDA) (Munsetq Mottling (Structure;'Stones Boulders: 'istendv.%Gravel) h 3o s l_. •o a sL DEEP OBSERVATION HOLE LOG Hole# Depth from ' 'Soii Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.., _ Consistency.%Gravel) er t2 Z 6 -30 c a Q- 1Z �L �._. 7-T DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,:Boulders. Con istency.%Gravel). 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 Rate Man: Abovd 500 year flood boundary No _ Yes .., Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at'leastfour feet.of naturally occurring pervious material exist in all areas observed throughout the area proposed for•the soil absorption system? If not,what is the depth of naturally occurring pervious material'? Certification (q, ' I`certify that on A: '� (date)Ihave-passed the soil evaluator examination approved by the . -that the above analysis was performed by me consistentwith Department of Environmental Protection and . the required traini expertise and experience described in 310 CMR 15.017. Signature Date C fj Q�S.EPTIMERCFORM:DOC L O C T ION S E W A G E PERMIT N0. .Vf4LAG �4 ia its na i s � I N S T A LLER'S_ NAME i ADDRESS 26 1%9 aeL t C J 4 -r 'i-, t 1-_-� I U I L 0 E R OR OWNER FpAN(,7h-)ei4 uFy DA T E PERMIT I S S U E DATE COMPLIANCE ISSUED � _� �_ (Aj . Y. o G No&-----Y Flcs..z ¢ ....� THE COMMONWEALTH.OF MASSACHUSETTS BOAR® qF HEALTH f n ....... ---------- ..OF.............. ....................... 0� Avviiration filar Dispas al Works C ontitrurtiun Prrutit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: 1P. f......... - - A>( s &A W OAAJ�if�.... )�/. . . ........... .......... Locatio ddress o Lot o. / - I43 ;s, c�u - . -... ..1.._ ..-!. . ._. ..- ---- - ner Address a -•------------------------•----....__.......__...._- .... nstaller Address d ff��Type of Building Size Lot._/0 .`?�....Sq. feet Dwelling—No. of Bedrooms............................................Expansion ttic ( ) Garbage Grinder 640) aOther—Type of Building ____________________________ No. of persons........... ......... Showers (� ) — Cafeteria ( ,) Other fixtures -----•-------------------------- - ......=-----••-------- W Design Flow............ _........................gallons per person per day. Total daily flow........ ..........................gallons. WSeptic Tank—Liquid capacity/'.gallons Length................ Width................ Diameter................ Depth................. Disposal Trench—No....................:. Width.................... Total Length.....................Total leaching area....................sq. ft. Seepage Pit No..................... Diameter....../D°�______. Depth below inlet....C.............. Total leaching area...L?.�!._....sq. ft. Z Other Distribution box ( ) Dosing tank '-' Percolation Test Results Performed by...........a�Q-.. ._L ....R_�it1.1...k_vS Date___ aTest Pit No. 1_____.____Zminutes per inch Depth of Test Pit____________________ Depth to ground water........................ Test Pit No. 2...-2--minutes per inch Depth of Test Pit____________________ Depth to ground water........................ a' --- --------•••••---- --------•------•---•----- O J------------------------..--__-•-•- ----------- ®_ - D cri tion of.Soil Q l z__...�--� ..__. .�5�1 l ���- ... . ? •--- --------------------------------------------------------------------------------------------------•-------------------------------------------------------------------------------------._.....----_.... U Nature of Repairs or Alterations—Answer when applicable._______________________________________________________________________________________________ ----------------------------•---------------------------._...._.....-----------------................_.......----------------------------------------------------------------------------.............-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iIT?2 5 of the State Sanitary Code- ur f r agrees not to place the system in operation until a Certificate of Compliance has bee ed - ar of Sif ...... -- ...................................... - .._ � � Da ) t Application Approved By........f ----- •------ / .. ...�d----------------------•• .....V---- Y--------•----------- Date Application Disapproved for the following reasons_________________________________________________________ _______._..... -•------------------•-----......-------------------•-----._...---------------------..........-------••--------------------------------'--------- . Date Permit No......................................................... Issued4 ._..--- •I Date No .... Fps... . .._ THE COMMONWEALTH OF MASSACHUSETTS .--- BOAR® 9F HEALTH h 1 l d Gull... -....OF............... }!.< j`'...................... firation for Bi"aaal Works Tomtrnrtiun Vamit Application is hereby made for a Permit to Construct. ( or Repair ( ) an Individual Sewage Disposal System at IVA ....y �•r� �or-Lot } - kr .....................' 4��. �.._. ,�r/ ��VU�i owner �ress -----��.... ... 'V w /cJ ' Installer Address ,,�"f d Type of Building Size Lot_. 0,6.75�_.._Sq. feet U Dwelling—No. of Bedrooms............:: ....................Expansion tic Garbage Grinder (t4v) `L4 Other—Type T e of Building p,l yp g ............................ No. of persons............ --------- Showers Cafeteria ( ) a Other fixtures -----------------------•---•--- --- W Design Flow.............:._........................gallons per person per day. Total daily flow:_...:;.33..0........................gallons. WSeptic Tank—Liquid capacity/ :gallons Length ..._......._.. Width.. . Diameter________________ Depth................ Disposal Trench—No ..............:.... Width.... ..... Total Length_......................- Total leaching area....................sq. ft.` Seepage Pit No..._...�........ Diameter......lQ.__...... Depth below, inlet....6............. Total leaching area... •.7_d......sq. ft. Z Other Distribution box ( ) Dosing ton�,( It— �4 Percolation Test Results Performed by...........16a.....!U��.: ...._ (,�h-?1... �. Date.. �:.lr-_- Test Pit No. I.....__... minutes per inch Depth of Test Pit.................... Depth to ground water........................ G4 Test Pit No. 2...<:-__Z�iinutes per inch Depth of Test Pit.................... Depth to ground water........................ ------------ X T _ J L� Description of Soil �;Z �� zsrsf rA--• -•--..._.. x ------•----•----...._.....-------------------------•-••--•------------------------------•-------•---------•----•--------•-•-------••-•----•-••---••-----------•-------•----------••----------------------- U Nature of Repairs or Alterations—Answer when applicable................................................................................................ -------------------------•----------•------•--•----•----•--•------------------------........----•-------'---------•-•-------••••-------------------•-•--•--•------•-••----•---------------..._....--•--- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITU 5 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. Sied. ----------------'-•••--- ------------•---------•----- ...---•- --.......'-_-- Da y... �....-- Application Approved BY-•----- -t . Y ' Date Application Disapproved for the following reasons:................:................................................................................................ ........-'-------------------------------------•-------------...-•--•---•--------'------•-----.......-'--•-----•------------------------------------------'-------•--------......-----------•----.....-- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...... ............OF......... . #1. - -. ...::�� ........T0.641A.-.) ' r$i of I iFanrr THIS S TO CE I Y, T at e I d ew, e I p al System constructed`" or Repaired ( ) by --..... ...... -- -_.. ------------------•----------...---------•----------------....-- lL ns er has been installed in accordance with the provisions of jL 5 of The State Sanitary Code a describ in the application for Disposal Works Construction Permit No... ................. dated-------9-�: "--- ................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...............................••--•---------..................------.......--_. Inspector.................................................................................... C THE COMMONWEALTH OF MASSACHUSETTS BOARD RF HEALTH j C3 LLJ tU / .............................0F................. ,f? ~'•- ....... No.......... ..... ... E ..... . Disposal nr #r i � Permission is hereby granted.--------. -- - � ,f-2..d..... . -• . ------. . •--- • ........ . ........................... to Constrlu��'�r or epaiF ( ) a ndividual Sewage I pos ystem, at No.....`.. ..... 1 _ 1............... ..... Street as shown on the application for Disposal Works Construction Pe !'� No. . �_......_ Dated.._.���.................. f ---------- ----------- oard o Health DATE............................................................................... FORM 1255 HOBBS &WARREN. INC.. PUBLISHERS '�`�`�'• t . e. Il •'t t\ l t, y I it ` ,r 1 .,' ty 4 m - C ( , ...a �' #�N♦! 1Y,1P1 ,ate, y - e +J r S 0 t'� �� 4•� e 1 /y y l i+ `Js�t :krr .i'{• t �� \ V /"C�✓V ._. ' r F �, l�'4�•�y�r % y�-`§t {i(4 C• hGr':3 E i ). - -. - .. ,L11 1� -i.. i! £n•. 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', o SL p-n C Jal N 1 r 1 YRF S,pp�(� S , f. .Y. .•.v tL�a{ 6" r APi T jHDF r a7' r F.4 r Jt.Z °� 1.,. ?.;, �,�t�s 4z - ROBERT 7 tr tk TEST ti Pt '•; t .; //__ J P/T �O, O, Zhu i v BUNI!(ISsy: ^� s / (J `04— ® `r _ A •,p I�O.221�N 21 Q/ Fkzi�r syCEA� yp'i.�v ilyy2 •,}i F ,^ Y�e 7 .+� ;,,i4y, rr•'eL}'St} t.`t f; � r t i : r LEGEND o' CERTIFIED PLOT , PL,'A :_. X'ISY6NG .SPOT ' ELEVATION '0n0 . ; XIS"PBid0 CONTOUR —:-- O G.oT 48 p14��. �C—�•,H 7- i'�1 P9iSHED SPOT ELEVATION !0.0 i s:INIsHE® ..CONY®sJR. o - -� �" - 1 " APPROVE D , BOARD OF _ HEALTH e ,\ .9 All -®'AT'E f ;r , - AGENT - SCALE.-'. /��= 40 / DATE - - - - - ..--LDR - i co I CERTIFY THAT THE PROP OS�'®GE E/VGIR/EERIAfG CO. /h!G} - Y CLIENT drG1SYJEOiE REGISTERED1 JOB N0. gv 047 BUILDING SHOWN ON THIS 'PSL'ARarn'y "" LAND I CONFORMS TO THE ZONING DR. BY �, fl../ I• • E.N4IN.EER.4 -,S_URVEY.OR - OF BARNST BLE , ASS• 3� PYL MAIN ST ' 712 MAIN "T CH. BY 'R__. '. ,SO..,,YARM.OUTH,' MASS. HYA.NNIS, MAS Z � SHEET_L. OF DATE REG. 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'` .,� _ • - .. i / \S / 1 +yLE�c 14 .d N QF =i�p�Ps •Xnl3' 27 �xi ; x5.,1 a '>` t /✓5'tJN` .:�3E� jJ - t' ��{("�' s'S•©� T` `��r� '„1 ROBERT a� 4�r a F f '} r� S�'R 5{•'`Y� ly PSTVBUNIKIS In1"P_ 5$ r r Y' r r ,1 v hh,n No.22162 0si &, �t64, �� �' ;,,.�'� ' �• {2 ES. ♦ �NAt: i pis '-. 4t �' F1' a IS t ' • a.. r+,..' •,� r r 1ze 'u 5 i et d?! ytf ;� .• „r ;,, -k S t f WE .� 2 -EXI�SzTING ;SPOT E'LEVAT<IONLL~ 0 0 t CERTIFIED PLQT r'P A £ } P EXISTING CONTOUR =0 __ -- 4 Ql` FINISHE'D -SPOT-_ , LEVAT10N i0 01 r � GaT � „ FIN6SHED,-, CON-TO.UR 0 j� APP.,RO'1IE`D, ,BOARD ;_OF y;HEALTH IN 1 - n '4`JA i7J. ft 1X{'"e,..t5 rrt t ' et •�'V�� Y �,. A�r�� y rK sus.10 GATE 1 AGENT.. SCALE I " -- 40- DATE` �RE DGE ENGINEERING CO. WL i �. CLIENT :. I CERTIFY THAT THE ••PRdP�� D' : , } ' `I+GISTE'RE� ( REGISTERED JOB NO. FS t� 047 BUILDING SHOWN ON., THIS ,p�dr�` CIVIL. LAND I CONFORMS TO THE ZONING ' 4►" WC� '�.1 ' DR. BY I ' EIi:R SURVE )r fl , �. 1. 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F'v.0.47 BUILDING SHOWN ON THIS y� .n.CIVIL LAND CONFORMS TO THE ZONING L. W, $kk � F< 'i j DR. BY ` A. �1 ',A), 011�EERS� 1.,SURVEYORSJ OF BARNST BL SS , 3 C MAIN'S. 712 MAIN 37 - -p-_..-- r CH. BY SO YA�KPA6�'YH, MASS.' HYANNIS, MASS PATE 6 REG. LA, SHEET. L OF ? N.0 SV'R.V.e t � : ( VIA Az t f; a �r` v0' � � � "'• � � � � Cn P yr_ � �'•r' •� ♦•'A• m ^ s e.,® s ���v��k Nl. V a C 4L, +1 J �t�ri=lit s�� s��j. �: N Nq �• Cam' q�` � � tz 4 nn FF VN P ,� Yam , • � o: C � � t' lAL tb lb F f+prN•��',, Al ID Mr ` r: � 91 tis o° 1 p O t \ <.;�yf�' .k$"f": + .. � - �i o O o o ® 0 0 0 0 '. CIO 440 v s3tt`'�..y •'k i°' ,tji::. Au 'at ! s• 111111 'Y O ® O O 0 ® O �$ G;�'",�®p � ,.71 rq se-F 7 ®_�J.• 'b � �V V` •�1 p O O O O O O O .. � ��r't!� �'1 * -b O87 ® C po xi � 1 �J P. .` •,W - � of � i � °.' 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Pr/C rAN/( DI S. � °ob o 0 0 0 0 o a 0 0 0 ® a Box ® o 0 00 � 0 0 0ooa 4 ®Epr� ®coo o 0 W ASNA.P .SY®NE o m0 a 0 a 0 . 0 0 ° o 0 0 ® o P PRECAST.SZAM4R46Z' I MVZRT AEARVA' ON S G: r3 Q o 0 0 0 , 01 0 0 0 0 a ® °0 P/T ORE V1 V • D Q � INPZR-r .AT ®al,/4D/M6 97,U �p 6 P7. D/AA. jr BAfL,Fr D/SrR/40,90W®N BOX SEG'T/®i4� ®.� - GROUND WATER - /MI-Sr LEACRIma PiT 0 pr.. .r EAVAISS AVIS~A 4 Sr.S7;",&M IrA�Wd.AT!®/V . LFEACHI 'VG 11007' DES/6/V �'PAT�R/�i -YCA LE : �.� a /°�®p DIMEN-710N A FT. G'4,Qat6E.P15R05.4A.uN/r 50/4°.L.®G . . - r®rAi ewrlA%4rE® )=L•®AV 3 10 6.46../Awr :S®/L TES7'kft/,.' S®Al MrSTOZ SIDE Ca/MG PPor a P�: r ` v G 4rZ',O�'`SO,, - 7*Z5T• —.� Me�oVe�v M rAL e7Ce4 IAW AR, A 2 .�' rPT. Svf3S o i t_ T �e�s�av���►/A�m A . ��-o®N R���� �'��e�.//�veH - '- �oe�9/'�Rs "/�.�...'`��,Al` a.i'AA� ,)t J i - J^'fa!�•V��nqY.' � l L'>Y •v� /ems` ,•, 1J va ��f�J \`�. _I i, -3,: ?aG!-1' �w=8... i '+"' j. 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':�f r� ), ��'^� �`'i -Ey�nr��. x! q�+� �✓ - - k.r�{ Y. . r ' ..'I• a'{��i �Vi � "y>�a'-`v+3 7•+. yE.�-KY -�°r - Mtjo � tP _� <av`� '� G.^"'- t ` LEGEND c N o y Rd x 100.98 EXISTING SPOT GRADE t -- 99 -- EXISTING CONTOUR ® a -W EXISTING WATER SERVICE Pine Rd n Rd EXISTING -G v _ LEACH PIT EXISTING GAS SERVICE m O m dole A Ilj_. w .-H.W- OVERHEAD WIRES ad (AW/SAND AND ABANDONED ` TO BE PUMPED, FILLED -O a N TEST PIT o a o EXISTING SEPTIC TANK $ BENCHMARK o s J West Main St TOP OF TANK, EL.=100.22f a. 2.28 INV.(OUT), EL.=98.89t 1 hotl Ln N -7$'oA 4 X 101.10 m o Rd Souno 0 26 �� 2°' BENCHMARK SET N Focus g x 100.53 CO OUTSIDE j'COR./BULKHEAD stockade fence 3�ir �,, �'� EL.=103.18(ASSUMED DATUM) Staak ' -l;�o �5•P ra1,5 , LOCUS MAP Oa -,/ pSE '�' �y�� 1 i NOT TO SCALE ED 100.77 J 1/�2 H _ x TP ,,� GENERAL NOTES: 99,8 J j TP-2 J O m 1, ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL x O. o BOARD OF HEALTH AND THE DESIGN ENGINEER. x 100.29 102.27 v` O �\ x 102.17 �• O, 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE N �z 101.89 x 102.87 LOCAL RULES AND REGULATIONS. -'� 1 2.15 _ 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED•PRIOR 101��6 ! TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE O x 102.440 DESIGN ENGINEER. f 0 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING i DECK �' FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN \(Doc S J ENGINEER BEFORE CONSTRUCTION CONTINUES. i O 101,19 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF c e THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF i EXISTING fen HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. z- � HOUSE(#97) stockade � 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. T.O.F,.=103.8t 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. GARAGE 11 t 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS I AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 102.37 DIRECTED BY THE APPROVING AUTHORITIES. r 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY I 02.45 102,89 gO,�jO THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING x 102.84 Uj } CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE ARE102.16 .. REPLACE WITHBCLEANHSAND ASANDRSPECIIFIED5' ONLNS310S MRTHE 255(3).S. AND (LOT 48) 12. AREAS REQUIRING- STRIPOUT OF UNSUITABLE MATERIALS SHALL BE -AA Q ' I ��Q��Q INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL wry v v v OF 102.33 �t� MgSS9 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND U �1046.4-S:F.±-- __-102 y`✓P �tiG IS NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. O 101. 9:''` - ---- ER PET T. s �z r^ 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED OR McENTEE UNPERMITTED SEPTIC SYSTEM COMPONENTS THAT MAY EXIST ON 101.68 o CIVIL THE PROPERTY. m. \ No. 35109 15. CONTRACTOR SHALL VERIFY THAT ALL SEWAGE EXITING THE HOUSE IS ' 14 °'"QO'�-�- p�F �EGIS1 -�� CONNECTED TO THE PROPOSED SEPTIC SYSTEM. SI 100- - - • N _-�-a-oo------- t 100;04 r•� PROPOSED I UP N UP '.99'60 edge of Pavemen /� c I SEPTIC SYSTEM M S E GRADE PLA 99,41 Q (a CL �I ) 1 t \� 97 OAKVIEW TERRACE, HYANNIS, MA 98,90 �E R Prepared for: D.A. Brown, Inc., P. 0. Box 145, Hyannis, MA 02601 E � OWNER OF RECORD Engineering by: SCALE DRAWN JOB. N0. AV p LANNIGAN, DONALD J & ALICE Engineering Works, Inc. 1"=20' P.T.M. 259-12 K 97 OAKVIEW TERRACE 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET :NOJHYANNIS, MA 02601 (508) 477-5313 11/1/12 P.T.M. 1 Of yy NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.98.9 3�.Z •� FOR A DISTANCE OF 15' AROUND THE •- ����0 5 P 5• PERIMETER OF THE S.A.S. • SEPTIC TANK PROPOSED D-BOX 15.9 � 5Rpp05 PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT SHED N. 5'� •' OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL 1 INSPECTION PORT(MIN.) AT END OF S.A.S;I. Vim' T.O.F.=103.8 t j CO __- F.G. EL.=102.5f F.G. EL.=102..0t F.G. EL.=101.5t F.G. EL.=101.9(MAX.) EXISITNG f f MAINTAIN 2% GRADE (MIN.) OVER S.A.S. . n . ' INSPECTION PORT- ® S=1% (MIN.) @ S=1% (MIN.) � (MIN.) • ' 4"SCH40 PVC 4"SCH40 PVC 6"LLjl 4 D"1 DECK 1 a„ s" If 7.13" TO SHR. EXISITNG 48" LIQUID INVERT LEVEL GAS ADDBAFFLE INV.=98.70 PROPOSED INV.=98.53 (3 ROWS OF 6 UNITS AT 6.0'/UNIT) + 1.2 (1 COUPLER) I 31.2' iEXISTING HOUSE(#97) INV.=98.89tO SOIL ABSORPTION SYSTEM (PROFILE) EXISITNG SEPTIC TANK EXISITNG INV.=98.47 S.A.S. LAYOUT - ESTABLISH VEGETATIVE COVER r BACKFILL WITH CLEAN NATIVE OR 11 5.5 (3) 5" DIA.OUTLETS 1- 6- 2" PERC SAND TO TOP OF CHAMBERS BREAKOUT=TOP ' t ', NOTES: TOP ELEV.=98.96 .I '' 15.5" ` 12" ;. INV. ELEV.=98.47 6" t` 8" 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE T INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=97.88- ' { H-10 LOADING 1 Z" 2) D-BOX SHALL BE SET LEVEL AND TRUE TO 2.83' ; D-BOX GRADE ON A MECHANICALLY COMPACTED SIX 5' MIN. ABOVE BOTTOM OF ' INCH CRUSHED STONE BASE, AS SPECIFIED IN T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=8.5 ' 310 CMR 15.221(2). Note: Arc 36HC SIDE PORT (H-20) COUPLERS ARE TO BE } 3) INSTALL INLET & OUTLET TEES AS REQUIRED. EXISTING SUITABLE - No c.w., EL=91.0 -_ MATERIAL ALSO USED WITH THIS DESIGN. 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITS ZABEL OR EQUAL. USE 3 ROWS OF 6-ADS Arc 36 UNITS + 1 COUPLER PER 63.5" ROW WITH NO SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION ko 13" N.T.S. 33.8" DESIGN CRITERIA SOIL LOG NUMBER OF BEDROOMS: 3 BEDROOMS DATE: OCTOBER 15, 2012 (REF#13,761 TOP VIEW SOIL EVALUATOR: PETER McENTEE PE(SE�1542) SOIL TEXTURAL CLASS: CLASS I so" WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP- 1 DEPTH EIEy. TP-2 DEPTH END CAP END CAP DAILY FLOW: 330 GPD 101.0 A 0 10�i.o A o FRONT VIEW SIDE VIEW END CAP O DESIGN FLOW: 330 GPD SANDY LOAM SANDY LOAM REAR/TOP VIEW ff GARBAGE GRINDER: NO-S.A.S. IS NOT DESIGNED FOR GARBAGE GRINDER 100.5 10YR 4/2 6" 100.5 10YR 4/2 6„ NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW B B TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF SANDY LOAM SANDY LOAM DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. L 74 GPD SF 10YR 5/8 10YR 5/8 4640 TRUEMAN BLVD / 98.5 30" 918.5 30" Uxu4sHILLIARD, OHIO 43026 Arc 36 DETAIL d EXISITNG SEPTIC TANK: 1000 GALLON CAPACITY C C PERC ADVANCED DRAINAGE SYSTEMS.INC.® UNITS MUST BE STAMPED H-20 PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED ( ON FILE PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 3 ROWS OF 6-ADS Arc 36 UNITS + 1 COUPLER PER t ROW WITH NO SEPARATION BETWEEN EACH ROW & NO STONE M-C SAND M-C SAND 97 OAKVIEW TERRACE, HYANNIS, MA 2.5Y 6/6 2.5Y 6/6 I, BOTTOM .AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Prepared for: D.A. Brown, Inc., P. 0. Box 145, Hyannis, MA 02601 4 Arc36 Units) = 43 .0 SF( ts) 18 UNITS x 5.0 LF x 4.80 SF/LF 2 I (COUPLERS) 3 COUPLERS x 1.17' x 4.80 SF/LF = 16.8 SF Engineering by: SCALE DRAWN JOB. N0. TOTAL AREA = 448.8 SF 91.0 120" 9'1.0 120" Engineering Works, Inc. N.T.S. P.T.M. 259-12 DESIGN FLOW PROVIDED: 0.74 GPD/SF(448.8 SF) = 332.1 GPD PERC RATE <2 MIN/IN. (8/21/80-RECORD) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. NO GROUNDWATER ENCOUNTERED (508) 477-5313 11/1/12 P.T.M. 2 of 2 1 1