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HomeMy WebLinkAbout0073 RHODY CIRCLE - Health 73 Rhody Circle A = 126 - 079 Marstons Mills 11 C` i i I TOWN OF BARNSTABLE LOCATION 4� ���cQe[ �'•1' . SEWAGE# Q®\® - VILLAGE ASSESSOR'S MAP&PARCEL o n INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY O®� ca�S o �X',S•�� �� LEACHING FACILITY.(type) ,$ R\Ac (size) NO.OF BEDROOMS 3 OWNER ®5 CY�v�C PERMIT DATE: jj b COMPLIANCE DATE: o Separation Distance Between the: a� Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 7. 1 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY��� J I �� 3 a'� 3 No. Fee _ HE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Disposal *pstem Construttion 3permit Application for a Permit to Construct( ) Repair( ) Upgrade(;Abandon( ) ❑Complete System Individual Components Location Address or Lot No. `2) RV14:ay r``�rG` Owner's Name,Address,and Tel.No. =�V\0VN Assessor's Map/Parcel ` ,/V�t ri Z 0QV�D\r C%0_1 �17- e(a s 5-3S13 •u� o .5 \ YnA, C5'2 Installer's Name,Address,and Tel.No. ii yf"�,r-- Designer's Name,Address,and Tel.No. :-`\ 9,A :4;7'd Z:MK W03 O 5'o8-•�;Rj— 3,;?.S'o Type of Building: Dwelling No.of Bedrooms 3 Lot Size -Ac rt S sq-R. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 gpd Plan Date > Number of sheets ` Revision Date Title Size of Septic Tank `CS J X:"t"Z Type of S.A.S. P1�rj F RG34g L_t:� Description of Soil Nature of Repairs or Alterations(Answer when applicable) ��,p`�C•c ��� ,�, �, t,,,� `ap 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. i '. Date I off?(t c) Application Approved by Date Application Disapproved by Date for the following reasons Permit No Date Issued - - ..�..,,,... ,".1,,,, _.... ..' :t..,f.yq,,,r�, euitx. 'fit o� ...•..-"x"---_ -. ._ .N—: +i No. i ,...•w cs.� M. ,r. t - . ,. FF� F V Fee f/0_ j, HE COMM,9NWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ,4 2pplicatlon f6rµMis Posal 6pstetn`Corrstruttion hermit Application for a Permit to Construct( ) Repair( ) Upgrade(V)/Abandon( ) F�Complete System Individual Components „+ Location Address or Lof No. R�o�Q,� �'�rc� G Owner's Name,Address,and Tel.No.vpsA Assessor's Map/Parcel N',M t Installer's Name,Address,and Tel.No.•�c� ) Designer's Name,Address,and Tel.No. �,��A %-� -6o s-s-' ac'3 Q-) soT - 3 MA oQ 53 6 Type of Building: Dwelling No.of Bedrooms Lot Size l•,CD\ -nc.rt,S sq:—R. Garbage Grinder( ) Other J Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ,7j�© gpd Design flow provided 3.57S_ gpd Plan Date .0 Number of sheets Revision Date �t 7/1 d Title ,-- Size of Septic Tank `CS:ZJ y�`5 CX�.`��Type of S.A.S.PtO 5 EkRC 36 Description of Soil Mature of Repairs or Alterations(Answer when applicable)�� p`r,G ,o\x, Q oc�\r. �•`i�` c,_,� a d ..,�_ ��� �G-36,� �—•L'�4,G� C�•b.w.`t+-e.T- w� �'�� � i�'1�Jz" �t 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. •i ed. ; � � c, � Date ���7 (( � v Application Approved by Date Application Disapproved by _ r Date for the following reasons i Permit No. ..- Date Issued I ) THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS certificate of Compliance p JHIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired`( ) Upgraded( Abandoned( )by r at ,A r-L( has been constructed in acc(oor e r' with the provisions of Title 5 and the for Disposal System Construction Permit No V r� ! dted Installer 1? C:4,S),t C Designer U," p �G #bedrooms Approved desig�flow A gpd The issuance of this permit shall not be construed as a guarantee that the system wilhinctio4 as designed Date 9 Inspector -._----No. Fee Xb --- ..►--- THE COMMONWEALTH OF MASSACHUSETTS T� PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS Misposal bpstem Construction 3oerrnit Permission is hereby granted to Construct( ) Repair( ) Upgrade(✓) Abandon( ) System located at '-I 3 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:Construc 'on r►us a ompleted within three years of the date of this permit. i Date I Approved by a / er Town of Barnstable P# 130 Department of Regulatory Services BARN""U& : Public Health Division Date G AfAg& 1639. `6�' 200 Main Street,Hyannis MA 02601 Date Scheduled C D Time Fee Pd. DU Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By: Location Address LOCATION& GENERAL INFORMATION n q 0 jO 14 A. GILOrf l Address Assessor's Map/Parcel: l Z I? �f Engineer's ame NEW CONSTRUCTION ( REPAIR V L-fv Telephone# M j Ice( rZ 5dk 73 71?7 Land Use - I � Slopes(%) ( — "(� �, f Surface StoiLes I�lts Distances from: Open Water Body��1�ft Possible Wet Area ft Drinking Water Well ft Drainage Way MIA ft Property Line —-.4o _ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) o f � z G O .,..j 2 t,,.? t37 M Parent material(geologic) J�w4i� -7 Zo Depth to>3edrock Depth to Groundwater. Standing Water in Hole: I I( Weeping from Pit Face Estimated Seasonal High Groundwater DETERNIINATION FOR SEASONAL HIGH WATER'FABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: i Depth to weeping from side of obs.hole: Groundwater Adjustment ft. Index Well# Reading Date: Index Well level _ Adj,factor,,,,,qe} Adj.Groundwater Level_ PERCOLATION TEST Date `i 11� Thne..�,� Observation Hole# Time at 0" �I Depth of Perc '1 Time at 6" Start Pre-soak Time @ V`O0 Time(9"-6") End Pre-soak 30 Rate MinJlnch L 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:\SEPTICWERCFORM.DOC DEEP-OBSERVATION HOLE LOG, Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones;Boulders. Consistency,% ravel 0 13 M Sar�al Le �► o f 6- 313 JG'4 I6- �I �.a Grt�vCj 40 DEEP OBSERVATION HOLE LOG Hole# - Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. r C nsi en %Gravel) © - 1 R -M S fkA Ili Lod M �-.313 2ti- I32 Cl DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi tenravel) Flood Insurance Rate Map: Above 500 year flood boundary No yes Within 500 year boundary No Yes, Within 100 year fic•^d 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? If not, what is the depth of naturally occurring pervious material? Certification I certify that on hiov eta (date)I have;sassed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required trai ing,expertise and experi ence described in 310 CMR 15.017. Signature Date al In Q:WP.PTICIPERCFORM.DOC Town of Barnstable Regulatory Services � g rY Thomas F.Geiler,Director a � Public Health Division MAM .`� Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: ` 6 Sewage Permit#:Zoo-31 Assessor's Map/Parcel Installer& Designer Certification Form Designer: C,SM SD 1nu-r-i Installer: Address: Po 604- Address: 3 �l MA 02,<-3(,o M4 O45;63 On was issued a permit to install a (date) (ikstaller) septic system at based on a design drawn by (address) G511 Gn')A n dated Oc Z-0 I to (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. eater than 10' lateral relocation of the SAS or an vertical relocation of an component �' Y Y P of the septic system)but in accordance with State &Local Regulations. Plan revision or i t follow. Stri out if required)w ' cted and the soils certified as-built by designer o o p ( q ) were found satisfactory. %*Of $ M, (Instal er's ignature) 08 CIVIL y Na.48W P" 11 (Designer's Signature) (Affix De 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 formsWesignercertification form.doc COCA,TION SEWAGE PERMIT` NO. VILLAGE 1 I N S T A LLER'S NAME D ADDRESS De- L y iUILDER OR OWNER i Y DATE PERMIT ISSUED DATE COMPLIANCE ISSUED /is/ifz , jo SEWAGE PERMIT NO. IER'S NA IE i ADDRESS B UILDURR.f OR NE DATEt, PERMIT ISSUED A, DA-T E COMPLIANCE ISSUED* T IAI.4Alt- 3 Q i i N ...Cr�.�._. 03 �/ FEim .............. / THE COMMO EALTH OF MASSACHUSETTS BOAR® OF HEALTH Appltrtt#tin for Uhiputial Workii Cnottotrurttun 1hrmit Application is hereby made for a Permit to Construct (V) or Repair ( ) an Individual Sewage Disposal System at: _ ..... �_.�f ....................._.............5�...-----...------------......------------------ Location ddress / or Lot No. ............Nu,2. ?;!.Y................. ..................................................................................................� ! O Owner '�/� Ltd� Address .... .................... taller � ' / Address Q Type of Building Size Lot..... ...........7 feet U Dwelling—No. of Bedrooms............3 ................................ Attic ( ) Garbage Grinder `4 Other—T e of Building No. of persons............................ Showers — Cafeteria a Other fix u es ---------------------------------- W Design Flow...................__......_._.....__gallons per person erg day. Total daily flow.-__--___�-_---�_�_�..................g- 1ons. - WSeptic Tank—Liquid capacit/ .gallons Length._ ...6_`'Width____- .JO_. Diameter_-�6_..__ Depth_,S_.g... x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No----------(---------- Diameter....___..6....... Depth below inlet__..).,S...... Total leaching area./.876....sq. ft. Z Other Distribution box ( ) Dosing tank ) _ Percolation Test Results Performed b ✓... 5` an_� l�t :............ Date___-27 Z_--__ � Y------ ---•- aTest Pit No. 1--4.1�!..minutes per inch Depth of Test Pit....Zzn Depth to ground water._----- (i, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water45.fC0. nF16 Descriptionof Soil ; -6 5 .... -- -------------------------------------------------------------- ................... V�lii �i�-------------------------------------------------------------•--------------- 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 TTL p of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b issued by the boar of h alth. Sined...... ......... .-•-----•-••• .. ...................... ate Application Approved BY ...._ � .......... ------ Date Application Disapproved for the following reasons:.............................................................................................................. ----------•---------------------------------------•--------------•-------•-------•--......-•-----------------•------•---•---------•- Date PermitNo..............................................=---....... Issued....................................................... Date t • _ 'a • No..{,� . ..j Q s F.Es. THE COMMONWEALTH OF MASSACHUSETTS v BOARD OF HEALTH Q" / ............OF....... 'Yl A x T +C ....................... Appliration for Bhip a ai Vork.5 Tomitrnrtiun Prrutit Application is hereby made for a Permit to Construct O or Repair ( } an Individual Sewage Disposal System ��`�� `���t�� �� �c�r '.. .... .........__ _ ...... E_ ------------..... ............_._.....-••--••--•----•---•... i Location.Address or Lot No. V ..........!•1E-44S.1............N.&A-, -�""'� �;�;._ - - ------------------------------------------------------------------------------------------------ Owner L C Address •-•••......._ . . r.. �,rl -ITO----------------------------------------------------------------------------------------------- Installer Address4/47 Type of Building Size Lot------ ..•/__ .....Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( f aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtur s,...._ W t7sign Flow................ . a _"._�-��r D___e....t.h...dons. el, ` - P 'e WSePtic Tank—Liquid caPaclt,��.._..::gallons Len th__gallons' per person, .. ---Width 0 Diamete ...... x Disposal Trench—No..................... Width.•.._.f............ Total Length.................... Total leaching area----_-_.. _.______sq. ft. Seepage Pit No.___---__!.--_-_--- Diameter........ ....... Depth below inlet....3F,,'�!...... Total leaching area.�.�.�._._.sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '-' Percolation Test Results Performed by...._.' n.............................................................'.� -� Date a --- Test Pit No. 1_ .1*_.minutes per inch Depth of Test Pit....Z�__........ Depth to ground water Y�___-. fs, Test Pit No. 2................minutFes per inch Depth of Test Pit.................... Depth to ground waterf!!1 `f_` ......................................................... Descriptionof Soil----------�----�--��'-----•--_�`..�....=---�=--------------•------•-------•------------------------------------------------------------------------------•------------- ft. --- W ------------------ 'r "-------------.---------------------------------------------------------------------------•---- 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 TT T E 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has n issued by he bboar4 of• 1leaalth. Si d. � (1.... ------- • . -- • ................. ,-' . Application Approved By.......... •. --` -" „ ................ . -... . .-'�a`-�'•...-•------ Date Application Disapproved for the following reasons--------=------------------------------------------------------------------------•---------.................•---- ..............•--•••-••-••-•--••-•••••--••-•--•--•-•--•----•--••-•-•-•-•---••-•••-•---......•-••-•-••••-•--- --•---•-••-•••-•-•-••-•-••••-----••------------•---------•------•---•••---•--•---••-.... Date PermitNo......................................•......---•........ Issued............._..•-•-••---•••-••...--•-•-•-•-...._...... ., Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH., �rrtif iratr of TompliFanrr THIS IS TO CERTIFY, Tha he Individual Sewage Disposal System constructed ( or Repaired ( ) by............ ,, - ............................. ........................................... ..I..................................................... i, ..._ •In taller at.. ----.- ----------•---- ����'� �...... -----------......... .................................................... has been installed in accordance with th provisions of T T 5 of Th State Sanitary Code as described in the ap�cation for Disposal Works Construction Permit No. ,_8! ...___-3 D ......... dated__________________________ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM! WILL FUNCTION SATISFA TORY. DATE J .1.51.... Inspector--------------- - �.J ......................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF....... .. .'�I � ' No ' FEE.. ®............ Uiipos al, nrkii Tnnotrnrtinn rrntit Permission is hereby granted -------_. .. '7?!Uy=--------------------------------------------------------------------•--•--•-•---.... to Construct (,,,+ ' orR.,�eair ) an I dual Se rage Dis osal' ystem atNo...................... j'"--. . .. _ ..... ............... ----------- `. ............................. Street as shown on the applicatign for Disposal Works Construction Permit No..................... Dated..........................-............... 4 ................................................... Health DATE...................................................... .................... FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS i Floor Plan . 73 Rhody Circle, Marstons Mills _ lst Floor .reatJ� 9 J JZ D i 2nd Floor Q� � r I r TEST AbOLE - 7- 23 -aO • ��'6 � 90 � PAuL C. � VA •� rL�' r gM -/Z> � t- 4, 20.00 ��}Sse,)^'El> /B•z _fO oAM oe' TL sr )-foLE jt �� �Z -- G.za vE(- --t 6'-7 ' c-L A Y � , _Zo+Z i �� ? LOT 1�V)wt V1 3 �.2 j�?z• N TE57- AlaL Cs 6/v go O w /v0 t�i�ESE.vGE• � 7 pRoPo e E�.18.2 �F CLAY /8Lb 33: 3 5E1:120014 �-FovSG 6 l S+o 19 SEPr'C 2 .� TANK 5 t E, - 9 NG T a 1-7f 3 ALL CLAY A/vt7 LW- /� - LEARN -SU/T�gLE MATES/AL . LOT SS2 n/T FOB LE.ACAIIA./G 70 BE 17+3 16+8 . REA40VEa 10'A.eOtkJ1�, 1 17+0 44't LE.4C,� '/7- 4 4 LOGV 17.r y 1 /1VVE.IZ7- / HA)COVNTa-s,e 't 16f6 /07. 00 1b+9 4 S aT .SC44-E ! .,Y 40 C--5 UIL TJ/nJJ SET C��+C�� LO-r 30 , / P20POS�D � Y i�/an✓//OL E ` CO t/F TO EEC TES/D TO TrJP JF ,�pU/vv�T/ON `v/rf-1/�v OniE Fc70r ox •�rn/is.-r G�Az7E ` �� LEACH �1�� M/". 2% ( \ /O ' ,> 24 DIA C©✓ �—' 8 X /�j i) 2"O F F-5,cl STOA/E-4n/1� A c \v 1'V< r&& `�MPE�✓/ COS TC1 `t S �/O M/N.') TIGHT /n/i5N �eE✓E"7 ES 1-2 . ^lin/ /¢ /FT. d v/r CH ^ ^ 4"a/q•P✓C / Z LE✓f(_ G e.4DE C6 nor/^J. /TGH . v 4 C'A- ov Z' MIN. /4 D/A0. . /O"Min/: 1.¢" 2 E r MIN '�''y P/rc.y %q'%Fr./ uv '� 600 J�..q /L�0o v /�,s ��.�� /iQbb o GA��o,v •STbNE� //V✓fe /N✓��T / ✓E-2T - J%pO �- T ! GALLON '� _ LE,41CAI I t6o AL C,4 P,AC/T P/T `A e0.0"L: SEPTIC. TA/V,� IS.3�j �� � ..`E //v✓�eT (WATELT/GNT)• i •nnVjEzT I4,75 /SS # ✓f�T A/0 GA 2 B,4 G.E ,w CLa y L . a SEPTIC SYST€M CONST,2LIGT/.OJU /I. 25 4 �' S<1A L L CO/V FO,eM TO T<-IE M:4 S S .8 07TO A4 Eivv/,eoAvME/vTAL COnE T/rZ'c 7 2EV/.SED 7-/- 7?A.n/D 7-/-/E TDvVn/ /VO WA TER BOAi2D O� �1,F-AL7,4I ,2E0ULA-7-10NS NUMBED' D� C��DOOMS -3 SEPTlC TLIN.� D/ST.�rf3UTi0/�J /3OX o�� CRAlG y / 30 ,- l r" TO 13F- o.� RAY MON i G� S/C: /= o �/ 3 �q L./ 1�A Y rzE S 1) " )2A TE ' N�C�n Co/vGeETE uN .. CD vC2E 7� ST2E/�/GTH. 3000.�'S I � CAST 4o'�'` - ,�E 'LJ L .+C i-/' CA Fes. 3 30 GAL.,'DA Y P-J/IV. S7•��_ 20000 14-/O LO,a Dry/G - sroh P,20POS, D L C/IP. 3S 3 , D2n/E vVA Y n/O7- TO 8E Z-OCA-TE_D / 0VE.k-:' Sy5TEM 0AjZ-E5S // 20 <4��f DES/Gn., LOUDrn1� %s USES SITE . PLAN ALL Pr PAS TO �E VVA 7E,e rl O -I T ' SYST-EM To OAJ B�isE LOCA7 0/`i 1-1,4E�STOAJ5 MILLS - A . TEAS CAST/.z0/t/O �2E C�+ST 7- 52 As �S/-fU�<�A.I FRANK OAJ LAA,/2:) COuZT .aL,4nJ 12034' D c WHITING r 3 OF 6 v No:298690 �► y crsT��``' c , BAYSIDL SURVEY COZP c�4�8i 89 WILLOW ST. YA�n�OVTNPO,�T, fA�S.. MARSTONS MILLS, TOP OF FOUNDATION 24"diameter concrete covers EL=50.5 rased to within 6"of frnrsh grade MA (or 95 noted) Ins echon Port and ca with ma netrc / rou Barnstable /' P g Lot 53 63 )' ,,pp Fairgrounds Golf Course marking tape to wrthm 3"of grade Town Water 94' CT�C Existing EL=46_e�± EL=47 0-± EL=47.Of- j\�j LOT 52 �CC L„ �f /� Area= I .O i Acres± LOCUS Lot 44 p 'st, 47.4t Town Water r Cxistmg 46.2� 45.Ot / a ° •* m - _ � Lot 45 Existrn 46.2t CF o 46.0+ 44.90 N 44.73 44.60 Town Water Existing _ �_ Exrsbng Q �" 3 TProposed lot 5 1 �r u Gas Baffle 43.70 /O SAS 4 Vacant Land m 0 _:.. TWENTY(20)AD5 ARC36(36/6BD2) Lot 4G N � ShubaeiPond Longest Run 7 7�+ _ 9' LEACH CHAMBERS IN BED Town Water Existing DB-6 CONFIGURATION WITH FOUR(4)ROWS KEY MAP U EV15TING /000 GALLON (f/20 Rated) OFFIVE(5)CHAMBERS Lot 47 51TE LOCUS �/ F /��.{ /../^ p SCALE: I" = 100' SEPTIC TANK D-BOX LEACH/ C AMDfR5 EL=36.0+Bottom of Test P1o% Town Water NOT TO SCALE FLOW PROFI LE I .) A55e55or'5 Map 12G Parcel 079 NOT TO SCALE �,�� 2.) Certificate # 179979 o, 3.) Land Court Plan 1 2034-D Sh. 3 Lot 52 m 4.) This property 15 in a Zone 11 of a Public CC,, TWENTY(20)ADS ARC 3G I GBD2 LEACH ( h Water Supply CON 5T RU CT I O N NOTES CHAMBERS IN BED CONFIGURATION IN FOUR(4) W 5.) Flood Zone: C ROWS OF FIVE(5) UNITS EACH I.)ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5(310 25' CMR 15.000):STANDARD REQUIREMENTS FOR THES/TING, CONSTRUCT/ON, LEGEND /N5PECTION, UPGRADE, AND EXPANSION OF ON-51TE SEWAGE TREATMENT AND 5.0' 5.0' * 5.0' 5.0' 5.0' 1215P05AL SYSTEMS AND FOR THE TRAN5PORTAND 015905AL OFSEPTAGE, AND THE LOCAL BOARD OF HEAL TH REGULATIONS. ' s ' � _ (!2.3J EXISTING SPOT GRADE 77777�; ANYSEPTICSYSTEM COMPONENT INSTALLED/NA LOCATION WHERE THERE/So�of�93 / 24x5 PROPOSED SPOT GRADE POTENTIAL FOR VEHICLES OR HEAVYEQU/PMENT TO PASS OVER lT SHALL BE N `n o��ee�^ / ?� EXISTING CONTOUR DESIGNED TO WITHSTAND AN H-2O LOAD/NG. 1FUNDER AN IMPERVIOUS SURFACE 24- PROPOSED CONTOUR SYSTEM SHALL BE VENTED TO THE ATMOSPHERE D-Box w WATER SERVICE LINE ,: :• °�' os 9 o OVERHEAD UTILITY LINES 3.) TO MINIMIZE UNEVEN SETTLING,ALL SY5TEM COMPONENTS SHALL BE INSTALLED ON „. , ., �.; A STABLE MECHANICALLY-COMPACTED BASE ON SIX INCHES OF CRUSHED STONE c E UNDERGROUND ELECTRIC �on Port(See Note#4) 6 GAS 5ERVICE LINE 4.)COVERS OVER THEINLETAND OUTLET TEES OF THE SEPTIC TAN InsK, THE 1'ect 48 BENCHMARK I i 0 - - TOP OF BANK DISTRIBUTION BOX,AND THE501L AB5ORPT1ON5Y5TEM5HALL BERA15FO TO WITHIN Top Corner Concrete I �� ��48 -e-1111 LIMIT OF WORK C"OF FINAL GRADE- LEACHING FIELDS, TRENCHES, AND OTHER 501L ABSORPTION PLAN VIEW ' _ SYSTEMS WITHOUrACCE55 MANHOLES SHALL HAVEATLEASTONE(/)INSPECTION EL=50.00(Assumed Datum) �t/�/ EDGE OF CLEARING. FORTCON5I5TING OFPERFORATED 4"PVC PIPE PLACED VERTICALLY TO THE BOTTOM SCALE: I"'= I O' FENCE OF THE501L ABSORPTION 5Y5TEM WITH A CAP, TIED WITH MAGNETIC MARKING TAPE, TEST HOLE LOCATION ACCESSIBLE TO MR-111V 3"OF FINAL GRADE. \ i sT SEPTIC TANK 5,)PIPIN65HALL CONSISTOF4"SCHEDULE4OPVCOREQUIVALENT- PIPESHALL BE DB DISTRIBUTION BOX I CERTIFY THAT I AM CURRENTLY APPROVED BY .THE // /� SAS 501L ABSORPTION SYSTEM LAID ON A M/N1MLrM CONTINUOUS GRADE OF NOT LESS THAN 2l FROM THE /gT� DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO o Coy RESERVED FOR FUTURE USE BUILDING TO THE SEPTIC TANK,AND NOT LESS THAN 1%OTHERWISE / Reserve 3 f O CMR 15.017 TO CONDUCT SOIL EVALUATIONS AND THAT � �� Pond 6J DISTRIBUTION LINES FOR THE 90/L ABSORPRONSYSTEMSHALL BE4"DIAMETER THE ANALYSIS BELOW HAS BEEN PERFORMED; BY ME COL., UTILITYPOLE , SCHEDULE40 PVC(OR EQVIVALENT)LAID AT0.005FT/Pf. UNLESSOTHERWI5ENOTED. CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND \ -- L"�- - / ® CATCH BASIN LINES SHALL BE CAPPEDATENDORA5NOTED. EXPERIENCE DESCRIBED IN 310 :CMR 15.017. 1 FURTHER �w FIRE HYDRANT CERTIFY THAT THE RESULTS OF MY SOIL EVALUATION AS r DRINKING WATER WELL 7.)L/NE5 FROM THED15TRIDUT/ON BOX TO BELEVEL FOR THEFIRST TWO(2)FEET INDICATED ON THE ATTACHED SOIL EVALUATION FORM, ARE /� �`� �' ■ CONCRETE BOUND BEFORE PITCHING TO THE 501L ABSORPTIONSY5TEW. D157RIBUTIONBOX5HALL BE ACCURATE AND IN ACCORDANCE WITH 310 CMR 1 5.100 / �'-� DB WATER TESTED TOA55UREEVENDISTRIBUTION. THROUGH 15.107 2, 1 Lot 45 B.)GROUT TO BE USED AT ALL POINTS WHERE PIPE5 ENTER OR LEAVE ALL CONCRETE Town Water �N QF 13TRUCTURE5 IN ORDER TO PROVIDE A WATERTIGHT SEAL -� a� cti pc� Existing Septic Tank to be LINDA J. G 5,)HEAVY EQUIPMENT SHALL NOT BEALLOWED TO OPERATE OVER THE LIM1T5 OF THE Utilized(See Note#/9) > -2 PINTO SEWAGEOINP05AL FIELDDURING THECOURSEOFCONSTRUCTIONOFTfIESYSTEM. Linda J. Pinto, Certified Sod valuator N CIVIL -+ N0.46504 /0.)IN ACCORDANCE WITH 310 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE nj� g '� �► '� TEST HOLE LOGS 1 1-)THEREARE NO KNOWN WELLS WITHIN 100'OF THE PROP05ED SOIL ABSORPTION d SYSTEM. Test Hole#1 (EL=47.0-�-) Existing Septic Components to 32 S'IlTY6,v WO.TIC' b . 12.)FROM THE DATE OF THE INSTALLATION OF THE SOIL A05ORPT/ON SYSTEM UNTIL be Abandoned(See Note#20) RECEIPT OF THE CERT/F/GATE OF COMPLIANCE, THE PER/METER SHALL BE STAKED AND Depth Layer Sod Class Sod Color Comments �grt Proposed 5A5 FLAGGED TO PREVENT USE OF THE AREA THAT MAYCAU5E DAMAGE TO THE5YSTEM. (see Plan I/ew) A c8 M to 2(� Services 3S { O"-13" Ap Fine-Medium Sandy Loam I OYR 3/3 Lot 4G st Route 28, SIIIte 3 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNEO 13"-23" B Medium Sandy Loam I OYR 5/4 20%Gravel Town Water W@St Y8l7nvut�l, MA �2673 Lot 5 I Ph. (508) 737-1 TI9' Eme11 eamlead®COIDCBst met UNSSLE CONSTRUCTED AS SHOWN ON PLAN. ANYCHANGE5 SHALL REAPPROVED IN 23"-132" C I Medium-Coarse Sand I OYR 5/4 40%Gravel �` WRITING BY THE DESIGNER. Pero @ 38" O) Vacant Land o �46' 14.)THE BOARD OFHEALTH REQUIRES INSPECTION OFALL CONSTRUCTION BYAN �� REVISION 09/27/10: Revised to 3 bedrooms AGENT OF THE BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY Test Hole#2 (EL=47.0 ) IN WRITING THAT THE SEWAGE DISPOSAL 5Y5TEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THEAPPROVED PLANS. 46 HOUR5 ADVANCE Depth Layer Sod Class Sod Color Comments �.,46 Prepared for: NOTICE IS REQUESTED. Rosa Monchoh 15.)CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL 0"-1 I" Ap fine-Medium Sandy Loam I OYR /3 UNDERGROUND AND OVERHEAD UTILIRE5 PRIOR TO COMMENCEMENT OF ANY WORK. 1 I 3 B Medium Sandy Loam I CYR 5 5/4 20%Gravel Gravel SYSTEM D E51 G N CALCULATIONS 73 Rhody Circle, Marstons Mills, MA 02648 THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIG5AFE, ANYPRIVATE UTILITY 22"-132" C I Medium-Coarse Sand I YR 5/4 40% F f't"Op05ed Sewage D15p05aI System COMPANIES, AND THE LOCAL WATER DEPARTMENT SEWAGEDE5IGNFLOWREQUIRED:3BEDROOVDWELLING(g 73 Khod ITL PLAN Circle, 16.)CONTRACTOR SHALL VERIFY THAT ALL WASTELINE5 ARE CONNECTED BY WATER //O GPD/BEDROOM=330 GPD REQUIRED y Marstons M i I Is, MA TESTING WITHIN THE DWELLING PRIOR TO INSTALLATION OFANYSEPTIC COMPONENTS. DATE OF TESTING: 09/17/1 O 5EWAGEDE5161V FLOW PROVIDED: TWf1VTY(R0)ADS UNITS IN BED nPrepared b SOIL EVALUATOR: LINDA J. PINTO, P.E., CSN ENGINEERING CONFIGURATION IN FOUR(4)ROWS OFFIVE(.5)UNITS EACH. SCALE: I = 20' h Y' 17-)CONTRACTOR SHALL VERIFYEX/5T1NG INVERT ELEVATIONS PRIOR TO INSTALLATION BOARD OF HEALTH AGENT: DON DEMERIS, BARNSTABLE HEALTH DEPARTMENT OFANY5EP77C5Y57EMCOMPONEN75. PERCOLATION RATE: LESS THAN 2 MIN/INCH IN"GI" LAYER Vt=[(330/0.74)/(4.8 FTz/FV15.OLt7 = Lot 47 16,6 AD5 UN1T5 REQUIRED(20 PROVIDED) Town Water /B.)INSTRUMENTSURVEYCONDUCTED FOR PR0P05E9 WORK ONLY. S/TEPLANSHALL NO GROUNDWATER ENCOUNTERED Aw.���0� NOT BE USED FOR 5TAKING, OR AMYOTHER PURPOSES. 355 GPD PROVIDED>330 GPD REQUIRED �r� y ng I9.)EXISTING /000 GALLON SEPTIC TANK TO BE UTILIZED. PVC TEES TO BE INSPECTION NOTE: SEPTIC TANK CAPACITYREQU/RED: 330 GPDX 200% =660 GPD REQUIRED v��,` �g INSTALLED ON INLETAND OUTZETPIPE5/FNECES.SARY, AND A GAS BAFFLEINSTALLED PRIOR TO FINAL INSPECTION BY THE ENGINEER,SYSTEM 0 20 40 GO /N THE OUTLET TEE r. SEPTIC TANK CAPACITYPROVfDED: EX/STfNC /000 GALLON SEPTIC TANK P.O.Box 2030 Phone:(508)299-3250 NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. Teaficket,MR 02535 Fax:(508)548-5478 20.)EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN A GARBAGE D1SP05AL 15 NOT PERMITTED WITH THIS DESIGN FLOW SCALE 1"=20' SAND AND ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING- C:\CSMRR-Rhody\RR Rhody-SDS Plan.dwg Date:09120110 Scale:As Shown By: LIP Check:G5P Project No.C5NO I I G