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HomeMy WebLinkAbout0021 SHARON CIRCLE - Health 21 Sha onFv- v-Qj Osterville A= 122-146 d TOWN OF BARNSTABLE i LOCATION a 1 S�„� wti r SEWAGE# Q©k c . VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.� ,� SEPTIC TANK CAPACITY LEACHING FACILITY:(type)XZ4Q 5 V,1g ( ( � (size) o�S K (1,j K l 6 t L�ac�NO.OF BEDROOMS Glr.a•.r.b�+-S L4 rQw.5 a4t G- �_ OWNER PERMIT DATE: � ®� \ COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S 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 f 300 feet of leaching facility) Feet FURNISHED BY �1 ®C1��•J' �v. 1�t 174, ig i AO 3701 l 1 1a t a 3 j I No. Fee f�U rr THE COMMONWEA`iLTHOF" uteri MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes appliLation4Or Visposal *pstrm CDYCBtCULt1Dri Permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System 3 Individual Components Location Address or Lot No.Q 1 Z(,\,a t.,nVN C Owner's Name,Address,and Tel.No. �- (�Q /_ at S�,asa� G•,r-, sag-��- I�o � Assessor's Map/Parcel Q 4 f Ll Installer's Name,Address,and Tel.No.����.�( ��J` besigner's Name,Address,and Tel.No.L;�,ea o, �?o. 3®1c 2'7I S®'Z_ 84T'- ASS Sd �, o s 3 Type of Building: Dwelling No.of Bedrooms Lot Size Q.3 0 sq.ft. Garbage Grinder( ) Other Type of Building ? No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 7�,3 (7-) gpd Design flow provided gpd Plan Date l \ ( Number of sheets Revision Date Title �7 Size of Septic Tank��Q 4a�S(2 X,�.v.�\Type of S.A.S. (��S RV C Z Q(, ��A�. vd►bt s'S, Description of Soil Nature of Repairs or Alterations(Answer when applicable) S,� '� t - r �3 p i 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. Si Date Application Approved by fv"• SG Date Application Disapproved by Date for the following reasons Permit No. la(_� �,'. Date Issued 6 l'Y_TWQ *^.+..i�..a..,....^ .+y'.Y.-'K+^.r_..f•....M^,.R"�w`^.."._^ AF�`•'...h -. • _ ., ..._._+u�...-... �r+a...- rr i } r No. DUIl— Fee /Ov f �� Entered in computer: THE COMMONWEAC`T'H'OF MASSAC USETTS � Yes PUBLIC HEALTH D�IV )ON - TOWN OF BARN 7AB E, MASSACHUSETTS ricatiori for�` isosai �pstem �C®risfuctionertuit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System N Individual Components Location Address or Lot No. Owner's Names Address,and Tel.No.Co-ZI N ,yw�, br� ���qO Assessor's Map/Parcel i `a L{ Installer's Name,Address,and Tel.No.`t C-A,,K\( - Designer's Name,Address,and Tel.No.L;�'A, p ' ' C 3 �gC Y7 ( Q_SG 1 oG57 C Type of Building: Dwelling No.of Bedrooms Lot Size3� 3 sq.ft. Garbage Grinder( ) Other Type of Building �<, , No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 (Z�) gpd Design flow provided 3 SS gpd Plan Date ` ( Number of sheets Revision Date Title Size of Septic Tank_l �A�S CC?C�� �r�,Type of S.A.S. taZS 6va Description of Soil Nature of Repairs or Alterations(Answer when applicable) .nS:-a Y_1% CAD VA ij- `A�s ARG36( Cfl �.c1.c koys" <^d uu�5 0 Date last inspected: Agreement: r , 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. Si / Date S l� Application Approved by 42 Date Application Disapproved by Date for the following reasons , Permit No. d f — x�C Date Issued 0 l l THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Coutpiiante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(✓) Upgraded( ) Abandoned( )by ,c- at _Z � S(I\A,—c-_- , C', , G�-L has been constructed"in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.ao!I'a G� dated ( // Installer f� a ��_f� Designer #bedrooms 3 Approved design flow 1 U gpd The issuance of this permit shall no/�)be construed as a guarantee that the system wi f�nc'o as*Qgned. Date ! /�//� Inspector ( "`"' - ---------------------------------------------------------------------- --- No. 2 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNS TABLE, MASSACHUSETTS disposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repaiirr� Upgrade( ) Abandon � ( ) System located at ap r a i� �J`�`G ���� 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:Constructioo must be completed within three years of the date of this permit. te. Date Approved bynl Town of Barnstable Regulatory .Services Thomas F.Geiler,Director • MAM • Public Health Division 9 amass `b9. Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 1(o Sewage Permit#mot t= Z�C Assessor's Map/Parcel 6 Installer&Designer Certification Form Designer: L( AC6 T PIA Installer: Address: 05 W &1` Address: fir?o 2oIC 3 V t _r6-'hC ks+i AA 6 n VS 3 L ram;c S,. iM,A Oa`���'_j On was issued a permit'to install a (date) (nstaller) septic system at `� 1 ��p�av�, ��,. , O based,on a design drawn by Lin (address)ax J: R.40 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 require ected and the soils were found satisfactory. ' UNDAJ. (Installer's Signa e N A610 FS Si S Desi er s Si ature Affix Desi ne Here PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice forms\designercertifica6on forrn.doc - Town of Barnstable P# Departittent of Regulatory Services Public Health Division Date �o a�� 200 Main Street,Hyannis MA 02601 Date Scheduled Time Fee Pd.A Soil,Suitability Assessment for Se e Disposal Performed By: Witnessed By: . LOCATIO/N& GENERAL INFORMATION Location Address 21 5 kA trj�ri cal%fi� Owner's Name 0 S Yvt `C Address Assessor's Map/Parcel: 17 Z — Engineer's Name L I aA (;It, r U NEW CONSTRUCTION REPAIR Telephone# Land Use e n Slopes(` ) O ��0/0Surface Stones Distances from: Open Water Body N/A ft Possible Wet Area—N IA ft Drinking Water Well �A ft Drainage Way N A ft Property Une 10 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 3' fad,-, } it Parent material(geologic) act k d,�u�S� Depth to Bedrock 7 Loo t Depth to Groundwater. Standing Water in Hole: A ._ . Weeping from Pit Race N (A Estimated Seasonal High Oroundwater %i DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: _ In. Depth to soil mottles: Depth to weeping from side of obs.hole: in, Groundwater Adjustment f. Index Well# Reading Date: Index Well level Adj.&ctor— Adj.Groundwater Level PERCOLATION TEST bete_ . Thnu Observation Hole# Time at 9" / 11 Depth of Pere h Time at 6" Start Pre-soak Time @ V o0 . .`- Time(9"-6") u End Pre-soak : l;bb L Rate Minch Site Suitability Assessment: Site Passed 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:SEPT10PERC17ORM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. onsistency,%Gravel) -"b -13'L &L M SDI 10 s11, DEEP OBSERVATION HOLE LOG Hole#s� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o sis en %Gravel) • c� - I"1 I/� 11 1 � - y3 �• LS b 3) 4 3 -S3 c, A LS D Q,It)(, -13-L cz DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C i to Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders. Consistency. Flood Insurance Rate Mau: Above 500 year flood boundary No_ Yes Within 500 year boundary No V' Yes Within 100 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 observed throughout the area proposed for the soil absorption system? e�S If not,what is the depth of naturally occurring pervious material? Certification I certify that on ov 10 _(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 tr 'ning,expertise and experience described in 310 CMR 15.0017. Signature cJ Date U 13 1 Q:\.SBPTIMERCFORM.DOC z LOCATION ' ' SEWAG PERMIT NO. -S#Ae 71 — V I l l A G E aS�P�e•�/� . . I N S T A LLENIS NAME i ADDRESS �-O 11y1Aif i,,'sT4 UILDE R OR OWNER S ��c QS ('( IV C, 6. DATE PERMIT ISSUED DATE COMPLIANCE ISSUED -. - /�to;/S �' 1 r— . � - �r, —= I� --- -� r �� c�� js r<-Gnu � j� ` �-- � �a °��- �� ��-�-�- .�_ ......v_._---�-�' Fus...3 0............ . THE COMMONWEALTH.OF MASSACHUSETTS BOAR® OF HEALTH ............7d..w--/-----.....OF.......... ..�.R.N.�t� LAG.—. ....... �U , ppliration for Disposal Works Tontitrurtion ramit k� zl Application is hereby made for a Permit to Construct (I/5 or Repair ( ) an Individual Sewage Disposal System at: y� /,� .... Q.T.... ..... .. N,&--••-•............................. �&TTY_�-- ` °° ............1 A,..141«s ... Location-Address or Lot No. . 19��5.. ���A11x1� 5 • ......_...: ��e�z�rc�� 1 ' - ---------------------------------------------- n Owner Address ll .._..I.4A .-- ......... ...... .....................................•--•--.... Installer Address Type of Building Size Lot%;�2,,&2...........Sq. feet U Dwelling—No. of Bedrooms......... .:___Expansion Attic 0�1 Garbage Grinder (/r/t) Other—T e of Building No. of persons____________________________ Showers — Cafeteria 0.' Other fixtures -------------------------------• • - •- W Design Flow...........;5'S-......................gallons per person per day. Total daily flow...........!tZ2 ......................gallons. WSeptic Tank—Liquid capacity,f&WD._.gallons Length_,9_ -.w"'___ Width4 .......el Diameter________________ Depth_v_.__�_.-- x Disposal Trench—No..................... Width___.._.____..___._.. Total Length_._____..._...______.Total leaching area_. ©_C�_......sq. ft. Seepage Pit No.____._1........... Diameter_._.____.___.._. Depth below inlet....6_........... Total leaching area..................sq..ft. Z Other Distribution box (16)5; Dosing tank (p/)p Percolation Test Results Performed by..A__.--dwiss__` -affow-A&rtL..__._______. Date__ /vol,_____________________- Test Pit No. ._____minutes per inch Depth of Test Pit..../_ ._.____ Depth to ground waterQCt�r?L_1.�___- Gi, Test Pit No. 2................minutes per inch Depth of Test Pit....__._________.__. Depth to ground water........................ a' ..--•-----------------------------••----•----------•-----...._...-•-------...._.................._........-•-----------•--...----••-••---.......-----...._._. O Description of Soil-------------••Afro...A&d---------------•---••---------•------------------------------------ x U W Z. 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 TITLE 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. Dhealth. i ned....... ?1 'II ik L"1--t_r ................. ........... /L..... ...... Date Application Approved By.......... .:_�/ � Z!.-.. v------------ Date Application Disapproved for the following reasons......................................._......................................................................... .................................. ............................................................................................................. ... -`,._..-.....I _,--- -----ry----------------------------._....- N Date Permit No.---•----••---.....-•--------------•--------------•--•-•- Issued--•-/ .....�__f.....,.,b.............. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .............- -------...................OF...... .. ----------- d w I::-fit r;�.. .L� ... Avp iration for Uh4paii al Works Tonkrnrtion amit Application is hereby made for a Permit to Construct (� ) or Repair ( ) an Individual Sewage Disposal System at o i `�3 ....... li .. -----------------------------•..... ..._. t?. :.�! ................_........... ....... ..... _ ... ..... Y 7 Location-Address / or Lot No. -' -- Owner Address .................... === Installer Address UType of Building Size Lot�%_Z�_..............Sq. feet Dwelling—No. of Bedrooms..........................................Expansion Attic (,✓) Garbage Grinder (//c) 4 Other—Type of Building No. of persons............................ Showers — � YP g ---------------------------- P ( ) Cafeteria ( ) Otherfixtures .----•------------------------••-•-•-------------.....--••---••••••------••-•---•-•-•---•------.........------•-•---•-•-•.........------••---•-•-••-. -� W Design Flow________.___S__________________________gallons per person per day. Total daily flow.._....__._.._ ._......._._..__....._..._gallons. WSeptic Tank—Liquid*capacityllL�()...gallons Length.%.....4,-... Width`/ Diameter________________ Depth.`_. ..... x Disposal Trench—No..................... Width.................... Total Length................. Total leaching area..::J Q.......sq. ft. Seepage Pit No........ _.____.__-- Diameter.._...c `.._..... Depth below inlet.... ............. Total leaching area..................sq. ft. Z Other Distribution box Dosing tank (l/)j W Percolation Test Results Performed by..f3-....1.r. �1-<.--�irr �_t_ ^_ '_ :_T .............. Date.':,__ .%....................... Test Pit No. 1..'._" ......minutes per inch Depth of Test Pit /. ....... Depth to ground watery a!!:tt.._/a-____. (s, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ W -•-•-•----• ---------------•••-----••--•••-----•--••••••---•--•--•.......-•---•----.........---•-•---•--•-•---......•-•---••••-------••..........-----•--•-- ODescription of Soil.................k./.1-...:51Ixij)........................................................................................................................... x V ........................................................... -•-•----•------•---•-•••...............••--•-•-----••-••-......----•--•--•---•--•.....--•••----•••••••••-••••.....•--...--••••......-•----- W UNature of Repairs or Alterations—Answer when applicable_____________________________________________•.................._..........._......_........... ----------------------------•-------------------•-------•--•---------------•------------.......--------------------------------------------------.._..-------------------------------•-•----•---••.-•-•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordancewith the provisions of TITLE 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. Signed.:........-.>1..........� `���' ` -------•--•------ _11,r n' Date Application Approved BY---- --- ............ „ -... ate Application Disapproved for �e__fiol owing reasons:. -----------------------------•-----------------------•----------------....--•---...__. -----------------------------•---------•-----------------•---•---•---------------•-•-------•--•-----------•----•-•--••--•----••••---••••-•--••-•••----------••--••-----•••------•-•-•••......---------•- Date PermitNo......................................................... Issued....................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........................OF.......... �'���er�i�irtt�e n �unt�It�tnr�e THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( Wor Repaired ( ) by .... .......... 2 c� juj.'6-• -•--•--•--•................•-• •--••-..........-•-•- Installer at.............................. •......... ---------•-•---••-------•-•-•-•-•---......... has beeri�ii�s lle i accorC�wl"tfi the provisions of TI'E L� fof he State Sanitary Code as described in the application for Disposal Works Construction Permit No----- dated................................................ THE ISSUANCE OF THIS.CERTIFICATE SHALL BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH f ......OF.............. - -3. b '............�.......... n... ..... .. . No... �. U too FEE........- . Permission is hereby granted.... ..._..... s o ......................................................................... to Construct ( ) f Repair ( ) an Inlv�l, ewage Di posal System --------------- as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... I7 ealth DATE................................................................. FORM 1255 HOBBS & WARREN. INC., PUBLISHERS `tom r �51 cc,i.. Z7A A� I.tO GAtziE'sAc::tr - 41 USA- l Ooc� SASPoSAL PIT - use loci Gam ', I�jO SF ,c 2.S 4 3�S G.P.D ,t -2D sue. 1 .a 00 TOT,&L -DESIGN = 42S G•RU G► •r,TQ �a l L�r FLow - 330 6 PD. tl y` ~ . \ a2 x Al CCA IZ �f °' A pl1�A 0 eAXTER Na.24M %0 4. s 1<4� Ten- F'Na4. z . lwv LOAM % 4 } O S�SOIV 4'�PEo WV• G -8 :r Z f fox 4(.•& SEQTIC r4v I T'AkK (� LotSrZS6 (Ob0 .o 111 1wv, ' 3 L&AaA - �•z �G'•4- ,r ' ' PST AA wvr&A WASHED �� STONE;• dp oY 3 s A C.SZTlT=%aM PrzOT=-t L_� E i • LOCATIOt.J MA C*J-7 G.A1_r= (I lea' AT t do A i GGRTtv { '*rWA-r TNG rQ-0a ArVN SUowW Pt_Aw 1Zr=PG -e r,••tF,lzt=bl�1 Gc�vtrlPl...�f5 W ITI-t T4-it: �jIL7�..L11JE Arta SEY�;ncK VGQUIQGAAE:uTy OF T► C LOT 4--a 7o w w aT= -8A 2�'17.►5T"A�-�Lt�. � ��. ��. 32.G. PG , .'1� DA'rm 11 41 9ZC6lS'rc.tZar> LAWD Sue-Va foczS ` T14IS PC_AW 1 S WOT eAr,G'D M-4 AlJ OSTE�'VILLC= c� frtAS�i� 1tJSCC':JI✓ll"=l�l i iUF,�/t�.�{ �. 7taL: (3Ft=iF=I"�, <il-tGlilW A.F�{�l_I GA.IJ T' . �r �r--:. u_�c� Tu_ i�r.-._i'tc:M�►J� I��r t_Il.l4:.�', -- / �t ,�„ �'( _ . __-- - - 7P►Ros �o►.J�, lam, , ; i. TOP Of FOUNDATION 24"diameter concrete covers stervll e, EL=50.7 raised to within 6"of hmsh grade 4"PVC VENT (or as noted) lnspecbon Port and cap with magnetic 4 CAP BY"51MEETAIR" M A marking tape to within 3"of grade TWENTY(20)ADS ARC3G(3G I GBD2) LEACH 3 "MN CHAMBERS IN BED CONFIGURATION IN FOUR(4) } Existing EL=45.7-1 fL=45.5(max) EL=45.5 47.3(max) ROWS OF FIVE(5) UNITS EACH ) \ 25' � 5.0' 5.0' 5.0' 5.0' 5.0' otd��e 18"min Cover:,fO rE G43.0 t _TOP OF SLAB Existing 42.51 H-20 Load 6? m 41.3+ x N Car/l5/e Dr 4� EL=43.0 C\j in lExistm 4/.B+ \ MAW 1 / a�� O Existing -41 O i 41.5� =4C 40.90 I N LOCUS�/ G\�G\Pi Existing Proposed Gas Baffle EL40.DD N c9 Route 28 Zabe/Fi/ter _ � Longest Run TWENTY(20)AD5 ARC36(36/60DO) 5, /nspection Port(See Note#4/ \�� m 14'±---4 /0' 9' LEACH CHAMBERS IN BED z Existing 90-6 CONE/GURAT/ON WITH FOUR(4)RO1+6 Vent g EXISTING l 000 GALLON (H-20 Rated) OF FIVE(5)CHAMBER5 PLAN VIEW 5Ef TIC TANK D-BOX LEACH CH IM5f9_5 EL=34.1±-Bottom of Test dole SCALE: I " = 10' 51TE LOCUS E LOW P RO E I LE (H-20 Loading) NOT TO SCALE NOT TO 5CALE 5Y5TEM DE51GN CALCULATION5 I .) Assessor's Map 122 Parcel 14G SEWAGE DESIGN FLOW REQUIRED:3 BEDROOM DWELLING @ 2.) Deed Book 541 1 Page 17G //O GPD/BEDROOM=330 GPD REQUIRED 3.) Plan Book 32G Page 71 CONSTRUCTION NOTES VARIANCES REQUESTED 4.) Th15 property 15 in a Zone II of a Public rs�a���� SEWAGE DES/GN FLOW PROV/DED: TWENTY(20J ADS UN/TS/N BED �s,a��„ r��'"'v CONE/GURAT/ON IN FOUR(4)ROWS OF FIVE(5)UNITS EACH. Local Upgrade Approvals: 3 10 CMR 15.403 Water Supply I J iALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5 (3 10 CMR 15.000): ` ,'L' 5.) Flood Zone: C STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND ,;_r, Vt=((330/0,74)/(4.8 FT- FT)/5.0 LFI = Variances: 3 10 CMR 15.22 1 (7)General Construction EXPANSION OF ON-51TE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT 19 AD5 UN/T5 REQUIRED(20 PROVIDED) Requirements for All System Components: AND DISPOSAL OF 5EPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. 355 GPD PROVIDED>330 GPD REQU/RED 1.)Soil Absorption System > 3G"Below Finish Grade 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOP, i ne�� ,, j,,,.,., VEHICLES OR HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 5EPT/C TANK CAPACITYREQUIRED: 330 GPDX 2L?O% =660 GPD REQUIRED 72" Held 3G"Variance Requested LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. 5EPT/C TANK CAPACITYPROV/DED: EX15T/NG 10006ALLON5EPT/C TANK 3.) TO MINIMIZE UNEVEN SETTLING, ALL SYSTEM COMPONENTS SHALL BE INSTALLED ON A STABLE LOOK PLAN A GARBAGE DISPOSAL/5 NOT PERMITTED WITH TH15 DESIGN FLOW MECHANICALLY-COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK,THE DISTRIBUTION BOX,AND THE 501L ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G"OF FINAL GRADE. LEACHING FIELDS, NOT TO SCALE N 89033'04" E 48 4(: TRENCHES,AND OTHER 501L ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT 150.50' LEGEND LEAST ONE(1) INSPECTION PORT CONSISTING OF PERFORATED 4"PVC PIPE PLACED VERTICALLY TO 50 THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP,TIED WITH MAGNETIC MARKING TAPE, EXISTING SPOT GRADE AC(CE551BLE TO WITHIN 3"OF FINAL GRADE. �000 AZ, � 24x5 PROPOSED SPOT GRADE 5.) PIPING SHALL`CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A N 6 32 n -_4--- EXISTING CONTOUR MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, oJg / `Q 24- PROPOSED CONTOUR AND NOT LESS THAN I%OTHERWISE. 50 w WATER SERVICE LINE G.) DISTRIBUTION LINES FOR THE 501L A1350RPTION SYSTEM SHALL BE 4"DIAMETER SCHEDULE 40 / 40 B- r Vent � O OVERHEAD UTILITY LINES PVC(OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED AT / �� u UNDERGROUND UTILITY LINE5 END OR AS NOTED. 73_ G GA5 5ERVICE LINE Existing Septic Tank to b of 7.) LINES FROM THE DISTRIBUTION B Utdrred(see No V - TOP OF BANK TO BE LEVEL FOR THE FIRST TWO(2) FEET BEFORE PITCHING � �--a-}- TO THE 501L ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN / 465 O LIMIT OF WORK O ��� EDGE OF CLEARING DISiTRIBUTION. �� �" 24" � 8.) GROUT TO BE.USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN 50 Maple _(�'_p 25' Ta FENCE ra ORIDER TO PROVIDE A WATERTIGHT SEAL. 49.5 20 min 25. 1 Catch TE5T HOLE LOCATION 0' Bashi ST SEPTIC TANK 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE LOT 43 4E.5 20 17.I a4.s' U (a) CATCH BASIN DB DISTRIBUTION BOX Area=23,863 S.F.± Shed Dl5iP05AL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. DB 10'mm 5A5 SOIL ABSORPTION SYSTEM 10.) IN ACCORDANCE WITH 3 10 CMR 15.22 1,ALL SYSTEM COMPONENTS SHALL BE MARKED WITH __I /�-� "Apple w Reserve RESERVED FOR FUTURE USE -C- 5T 44.3 `� UTILITY POLE MAGNETIC MARKING TAPE. I_�__j � 1 In I 1.)THERE ARE NO KNOWN WELLS WITHIN 100'OF THE PROPOSED SOIL ABSORPTION SYSTEM. Ex'sting 3 Bedroom Ma,, �o 28 Ma 0 L FIRE HYDRANT 1 2.;)FROM THE DATE OF THE INSTALLATION OF THE 501L ABSORPTION SYSTEM UNTIL RECEIPT OF Dwel6n �.a O U ® DRINKING WATER W �N THE CERTIFICATE OF COMPLIANCE,THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE INSTALLER TO VERIFY THE LOCATION OF peck roEL f50 ndation (n ■ CONCRETE BOU SgCy OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. ALL UNDERGROUND AND OVERHEAD Top Of �'~ G"Apple Slab / 44 Q PINTO 1 3.,) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLE55 UTILITIES PRIOR TO THE START OF ANY 50 EL-43•O_+ 5"Apple ( / L ^, fAl''�'or CI � CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE EXCAVATION ACTIVITIES AND RELOCATE r6 d p Qf r _ 4l 5 DESIGNER. AS NECESSARY (SEE NOTE #1 5) �l/S c'39 / 49 AS ` �� -1^"` `90 14.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE g0 \., w�-w 8 Pf'P1e 4-( P r sSIONAL ENS' BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE 4" c� _ 1 �nun SIITPey A'ork bp. DI5iPO5AL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE //''��CC,, �' ° 48'' £ o ° o-._ L'�"'("� APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. TEST HOLE LO V.J < a n �-Pu A & M Land Services 15.,) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR 4e.e a ,4 xs in9 P� 43 zL 618 Route 28, Suite 3 DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO Test bole#I (EL=45.1 ±) P#133G I w 'Di"6 ° °a a West Yarmouth, MA 02673 Depth L Sod Class Sod Color Comments CO)MMENCEMENT OF ANY WORK.THI5 INCLUDES, BUT 15 NOT LIMITED TO, REQUESTS TO DIG5AFE, SITE PLAN w w w _ Ph. (508) 737-1777 Email.• anmland�comcast.net AN`Y PRIVATE UTIUTY COMPANIES, AND THE LOCAL WATER DEPARTMENT. epayer BENCHMARK � w Top Corner Concrete 48 I G..)CONTRACTOR SHALL VERIFY THAT ALL WA5TELINE5 ARE CONNECTED BY WATER SCALE: I"TESTING WITHIN O"-25" A Fill = 20' b EL=50.00(Assumed Datum) � Prepared for: O THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 25"-40" B Fine-Medium Loamy Sand I OYR 3i/1 46 q�' Q 40"-50' C I fine-Medium Loamy Sand I OYR 4dr. Th15 Area 15 Served William Ruth Barrett 1 7..)CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY 5G"-132" C2 Medium Sand I OYR 5//G Perc @ 7C' by Town Water Existing Septic Components to 44 be Abandoned(See Note#2/) /i 21 Sharon Circle, 05terville, MA SEPTIC SYSTEM COMPONENTS. 15.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE Test Hole#2 (EL=45.0+) Proposed Sewage Disposal System U51ED FOR STAKING, OK ANY OTHER PURPOSES. I CERTIFY THAT I AM CURRENTLY APPROVED BY THE 2 1 Sharon Circle, 05terville, MA Depth Layer Soil Class 5oi1 Collor Comments DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT 1 9..)THIS PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH ZONING BYLAWS, TO 3 10 CMR 1 5.01 7 TO CONDUCT SOIL EVALUATIONS SPECIFICALLY, BUT NOT LIMITED TO,51DELINE SETBACKS AND BUILDING HEIGHT RESTRICTIONS. 0"-1 7" A Fill AND THAT THE SOIL ANALYSIS HAS BEEN PERFORMED BY �O O� Prepared by: 1 7"-43" B Fine-Medium Loamy Sand I OYR.3/I ME CON515TENT WITH THE REQUIRED TRAINING, h 20:.)EXISTING 1000 GALLON SEPTIC TANK TO BE UTILIZED. PVC TEES TO BE INSTALLED ON INLET 43"-53" Cl fine-Medium Loamy Sand I OYR 4dG EXPERTISE, AND EXPERIENCE DESCRIBED IN 3 10 CMR AND OUTLET PIPES IF NECESSARY, AND A GAS BAFFLE INSTALLED IN THE OUTLET TEE. 53"-132" C2 Medium Sand I OYR 5dG 15.017. 1 FURTHER CERTIFY THAT THE RESULTS OF MY 501L EVALUATION AS INDICATED ON THE ATTACHED SOIL CSN 1��,, 21..)EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND EVALUATION FORM, ARE ACCURATE AND IN ACCORDANCE { AN- ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. WITH 3 10 CMR 15.100 THROUGH 1 5.107 Engle i Bering DATE OF TESTING: 07/25/1 I 22-)THE ZA13EL FILTER IN THE SEPTIC TANK OUTLET TEE SHALL BE INSPECTED AND CLEANED SOIL EVALUATOR: LINDA J. PINTO, P.E., CSN ENGINEERING ROUTINELY TO PREVENT CLOGGING AND BACKUP OF THE SEPTIC TANK. BOARD OF HEALTH AGENT: DON DESMARAIS, BARNSTABLE HEALTH DEPARTMENT �� 20 40 �'� P.O.Box 2030 Phone:(506)299-3250 23..)PRIOR TO FINAL INSPECTION B PERCOLATION RATE: LESS THAN 2 MIN/INCH IIN"C2"LAYER SCALE I "=20' Y THE ENGINEER, SYSTEM NEEDS TO BE COMPLETE INCLUDING Teaticket,MA 02536 Fax:(508)548-5478 BUIILDUP FOR COVERS. NO GROUNDWATER ENCOUNTERED Linda J. Pinto, Certified Soil Evaluator C:\C5N\RR-5haron\RR-5haron-5D5 Plan.dwg Date: 07/29/1 I T5c.17 As Shown I By: LJP Check: MA I Project No. CSNO 1 85