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HomeMy WebLinkAbout0105 PIRATES COVE - Health 105, Pirate,Cove Osterville A= 051-004-003 r ° " is n a. a u T , i o � a • R g ; d w 0 ° u i a e " a y a i r.. . ° a % ° I ., as vy a " - " I ` n n " _ m y0 , vu M1 a. v N ° . n ° i Em__Iv_c�-TOWN OF BARNSTAAB/LE LOCATION S adrif -�f SEWAGE# 07 .VILLAGE f42 14V,6eWJ ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. Z?, SEPTIC TANK CAPACITY /Jep o //-c- ncO� LEACHING FACILITY:(type) .33o C I70 F (size) Z' NO.OF BEDROOMS OWNER 4� / PERMIT DATE: //, /,S: 01 COMPLIANCE DATE: 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 FURNISHED BY tol .4p.4 J ;ICI t / , s�hh � --77 T 1� V r l No. 0 T _ �� �� Fee 150 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2tlphratton for �Dt5po5AY *pgtem Cott.5trUCtton VCrmtt Application for a Permit to Construct(W Repair( ) Upgrade( ) Abandon( ) U.Complete System ❑Individual Components Location Address or Lot N� ���i� ls�r wner's Name,Address;and Tel.No. �Sl OD¢,OD 3 ®�� � r v s lit/1 l'�l-S Assessor's Map/Parcel Installer's Name Address,an Tel.No. Designer's Name,Address and Tel.No. �ri �s 7 7/��399' ��X,-ter � ,0 e 77/ S�z Type of Building: Dwelling No.of Bedrooms '— Z Lot Size e 3sq. . Garbage Grinder Other Type of Building T No.of Persons - Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �z2�0 gpd Design flow provided gpd Plan Date Nu ber of sheets Revision Date Title ��%C �f'_�/19� �(�l�? S Size of Septic Tank � 5' �O Type of S.A.S. Description of Soil 2-a A,- Nature of Repairs or Alterations(Answer when applicable) 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 Boar of Signed Date l Application Approved by Date �l— / S-d— " Application Disapproved by: Date for the following reasons Permit No. ;ZO Date Issued �'d r No. a 00 - 1, t< Fee / THE COMMONWEALTH OFMAS�SACHUSE,TTS E red computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes' , Applicatilon for �Dig ogar Stem Con truction permit Application for a Permit to Co struct(/Repair O Upgrade O Abandon O [ omplete System ❑Individual Components ra . - Location Address or Lot No W Name,Address,and Tel No. s! V¢,DD3 '1 1 /�W zw_s k/i /,,�/'!�,-S /D ``PAssessoi's Map/Parcel o ra fGS rc,J i • jInstaller's Name Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: S Dwelling Y No.of Bedrooms Z'" Lot Size �. -S�_S � Garbage Grinder Other Type of Building � No.of Persons Showers( ) Cafeteria( ) Other Fixtures j oDesig&Flow(min.required) �Z-D ' gpd Design flow provided —gpd Plan Date ����— Nu ber of sheets Revision Date Title* ' r3 Size of Septic Tank Type of S.A.S. t � Description of Soil 2aX ID X 2 i Nature df Repairs or Alterations(Answer when applicable) f Date last inspected: I. 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 a Signed Date /e� i Application Approved by �_ Date Application Disapproved by:, Date for the following reasons Permit No. ;20 O-� "S 1 f? Date Issued — .�'O77 THE COMMONWEALTH OF MASSACHUSETTS -�BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ((/� Repaire&( ) Upgraded ( ) Abandoned( )by d f� Ii• at his`been constructed in accordance i' n q with the provisions of Title and the for'Disposal System Construction Permit No. a00� �5� ( dated r S�O Installer Designer #bedrooms Approved design flow gpd I The issuance of this permits all not be construed as a guarantee that the syste will functiim t esi ed. Date �o C� Inspector _ No. dfJ. —5' ' � Fee J v THE COMMONWEALTH OF AS��ACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS . t &.5poal *potem Construction permit i Permission is hereby granted to Construct;( vl� Repair ( + ) Upgrade ( ) A ndon ( ) System located at ,� L��' 00 � © Vs �� ors and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date �� ��'d T Approved by �1 ansmitt _etter,� �- --- - __ s� TO: i Board of Health `.2 00 M M Streeet ! Hya`rmis, lV1A 02601'€ Attn: 7w,r>z YYlera�,4; From: Stephen A. Wilson, P.E. Subject: RL,&.,fi Date: s- 29. zc We.are sending you, ®Attached,,., ❑•Under.Separate Cover _ The following documents: M [IPrints El Order.Order.of Conditions Variance Approval❑-Recording Slip ❑Septic System Permit ❑Notice of Intent J$Other DATE QUANTITY DESCRIPTION - 4 These items are transmitted as checked below: ❑ For Your Use ❑ As Requested ® For Your Files ❑ ForReview and Comment ❑ For Recording ® As Required Other: Additional Distribution r File No. ZM?—o3 a Baxter Nye Engineering&Surveying Phone:508-771-7502,ext.13 78 North Street,3`d Floor Fax: 508-771-7622 Hyannis,Massachusetts 02601 E-Mail:swilson@baiter-nye.com TransnittalLetter5.doc y Town of Barnstable regulatory Services Thomas F. Geiler,Director Y snnxsrns�. .NAS& .��$ Public Health Division 4639. ' En► '° Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: S 20 G8 Sewage Permit# Z00-7-S79 Assessor's Map\Parc,e Vh SI Pc.Ls 9-/ `-3 Designer: A ,'GJ;ls�+� f'e-. Installer: J!=r4-mIo HH Cwc-s. Address: V&X.1z,. Nu e. Address: k O, Go-K., 7 0 q 7F3 IVOP�In_ �R' i-lH�,►,►►is Oz�o� �'l�rsJvr4s yY►�Its 02G�f� On /1b:5-/Z0cf7 L36rk1a6 i 6"Ahycho" was issued a permit to install a (date), (installer) septic sy'stem t, vq v,—, -t2o_eJ based on aFdesign drawn by X ' - (address) sth Ia W`�lsr,•15 PE.- dated /o-/7-Z.ca07_ (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. I certify that the, septic system referenced above was installed with major changes (i.e. . greater than 1.0' 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. GTEPKEN (Installer's Signature)', AUN '/ No. w cue oe (Designer's Signature) (Affix Des mp'Here) PLEASE .RETURN-TO—BARNSTABLE—PUBLIC' HEALTH' iDIVISION.rt" 7ERTIF--ICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc ....-.-..,.,., ......_.,,..,.,.<,.., ,.,..,...-. .-.,.�............�+u.w•.:�.....�..-.,.ee..s:...:..... ,..,.........._�..e.......r - .tee ....®. .,_........_.,-..._-_._ ..__........--"--.e. _„-.-. ._.� - .-� .._..-. -__--._.__....____..__-_`_ .___....._._ _..___..._ _ __._-___-_. __-.__.__. -._-__.�__-________-_-____-.___ _. - __. - _ _ __..-.__.__-_.__--_ __.__._ _.. ___...-___-._ ._.____ .__.___ _......_ ____-_-._ -._.-.-. _____.. _....._. -.. _- _--. ___ ........ ... .. __ _. _- _..__ _-.. --.'_. ____. .. _._ _ ._.. _ � ._ -___. ...._ ,._._._..-., _-. ._._._.- _.-.._ __... -___ _. ___._ -_... __-_.. CONSTRUCTION NOTES: GENERAL NOTES : 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE ` �`^ b "•• s 1.) THE MINT OF THIS PLAN N 10 SHOW A PROPOSED C AAM AND SEPTIC b.�r► ", `` ;" .� 1 ss As AMENDED TTMFIROucH THE of 1NIS�PI�AN 1 f r , ti SrS1E11 AT LOCUS ,� c $�� hL�. M ' •:` ,r` }r` PROPOSED GRADE ta0 SET AT LEA6T ONE FRAIE t CO TD WM QR OF FIM M LOCAL RULES & REGULATIONS APPLICABLE. 2,) LOCUS AREA IS OOHED W VTR . , .. GARAGE SUB RISERS i COVERS $HALL BE lA\IGI11117f71 x M. 1&5 LOTS /I2 a 163 - LAND COURT PUN 15J64•-t20 APPROVED IN WRITING 8Y LOT to a PUN BOOK 438 F9AG'E 72 OVER WINE 1TLOf 2. ANY CHANGE TO THIS PLAN MUST BE CERIIFIOATES OF TiiLE• t4�t25 (LOT 1� a t2Q,e®4 (lydf 163j PAR�LS. 61 THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED (�W tS M* 51 4-3 (i.or t ) a 4-1 r L $ ,� FMOSHED GRADE • 18.Ot WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. (��� D GRADE OVER 18.Of OWWAMCW. FiEiDM( NLXI1lS, ET UX '. KEr TEE '- {, l n`y,? r• �,x r, � fi _ r 4•sa+ �o Pic m 3. WHEN CONSTRUCTION IS COMPLEiED, PRIOR TO BACKFlWNG, OS� AN 02m P.O. soot 2oeo e•wry. Am 2'10 BE t,Ev�i.' (min) ��• � M PORT M NOTIFY THE BOARD OF HEALTH AGENT FOR INSPECTION. Nv our 1s5 - �v r� 15,3 1C M+. NV our- 15.0 ( ) /IOOORDYINCEiH WNUFACIt1RERS 3.) PINi�IRY lNdYARic : tML SET N u 134/t!4, 1.Z'ABOVE MADE PVC -= uv n• to r 2• LAYER 11ftl/2" 3B' mac Cawr DOUBLE WASHED SW 4. ALL SANITARY DISPOSAL SYSTEM WIPING TO BE 4" SCHED 40 a. • 17.04 Nc.�) GAs 9AFFLE °�- �`' tE7OT 2 �► CUL10C� PVC. UNLESS OTHERWISE NOTED HEREIN. F'R&W BET+cFIIIEM : RM 30 a FIRM MAP 250001 0018 0 2 IFACFIII' CiESELED SHARE ON MOM BASE OF ZatI BASE CHAMBER W N•14.5 » r DR mmwGE. a. (mae im) i + tIENFORaO � � 5. EXC VATS UNSAU HERE DISTANCEF STED, T SURROUNDING THE f •, TRAFFIC UGHf AT ILE CORNER OF BRIDGE Sr. r ,� ad �• ` ,: ��eb :.;,.,,,:. . ..,• •:..:�.,,. <.• ._ y � �) Z LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR OFArG WORMNIN DISTRIBUTION BOX j ` 15.255 TO THE TOP ELEVATION OF THE SAS. OVERLAY DSTRICf ZONNc D1iTRICr: RF-t f ♦�+ iq ''f t 10E ��ALEVEL SrUE • : RP00 a AP +' GALLON ONE SEPTIC TANK c' 4 10 t-t DOUBLE 6. INSULATE ALL PIPES AGAINST FREEZING AS RE UIRED WHEN we" OUIBTEIVf ZO" Ro UREMOM m BE NSMLLM ON A LM SMIXE M Rmw LESS THAN 3 OF COVER. - MN. LOT AREA - 2 ACRES LOCUS MAP Scale: 1' = 000' 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE M, LOT F 125 �' 20' REMOVED TO THE GRINDER DISPOSALS. FROFR YARD - 30' � 5' MN ElOS1NG SO TMSRU�Cii00� HUM� SIDE a REAR YARD � 15'/ 15' _ S. CAUTION* THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFES AND UTILITY COMPANIES TO LOCATE ALL NO cOtOUNIDWATETt OBSERVED ELEV. 8.0 5.)A tnLE sEARr;H HAS Nar BEEN PE1iFORLIED FOR THIS SnC IF DETEIIINED TO BE NOCEMW A TITLE SEARCH SiNLL BE PERFORMED BY OILERS SOIL ABSORPTION SYSTEM (SAS) EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF (-.. CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT &) THE MWERIV LiE UNTION SIM tS NO ON CUPIMITAMIABLE REPr I LEACHING CHAMBER (TYPICAL) LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING WMIGN COPGSW aF FLAK AND ooMS WS UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF IRRYEY PORNO er C-fl r O ENCIEEE O a IED F NG FROM JUE t4 D FIE H I IRE E>aSRlC FEIIRIR£S SHONI HD�11 rENE OBRMED FROM AN ON 1HE CR01110 FIELD EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE ,mac x 20.7 WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND 3ME A 2007 // / /a3'�I' � � � \ HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS c x 5f / / ,N, \ \\ 1 t�,t" REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY 7.) CdMlrlr M PANEL MiM16E1t 250001 OOteD (7J2/B2) S / / cN �j plc 20.0 ♦ 21.0 XN \ ` G �; r RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE T7HEa FLOOD WA ACE WOE AM DEFILES THIS ARM As ZONES A13 (a 11) a Ala (EL 121 Flo✓ / i �` i '--- C. CAYOOCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE THE •�o' ur7 i / ! �� \ 1 ,L` max CAN--_\ M UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN &) c�T✓/ / / t 21,3 I INFORMATION THE CONTRACTOR SHALL. NOTIFY THE ENGINEER �`` / x 17,8 IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, •SM IS NOT WIN AN A.CEC: (A� OF CR�I DNIROPIME7�IiX ' 1 1/2r PL. WATER UNE f 1\ t •sm IS Hof i�m AN Am OF mum i imT OF RARE wLD n PER \ i _ars,.,_� x 17,4 PIP ,. .• VERIFY IN FIELD THE LOCATION / INVER'T'S OF ELECTRIC, GAS, MAP MAP OCTOBER t 2006 'ESIMM TED HYIBf ATS RARE UAW .9 // ( tJTR.ITIES N�TE) `� o�11� BLEEDER/SEDER / '�•Jd• _ _ �► / _ 17 TELEPHONE do DATA/COMM AND RELOCATE IF CONFLICTING WITH Far WE WM THE W SrEnAld MIUCnON ACT 7M 310 Cwt 140 9 20 oRARr / x 1s. I -� =� i6.9 PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE .�DOES Nor COMM A CERI FTEO VERIK POOL PER NNW VAP OcroeER 1. 2008 / 9♦ t 6 CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UlIU71ES AS 0=11F FD VGMAL POOL&• 1r XiATER L7.0 / 20 LM 446 + \� \\ x 1 '9 I /�/ REQUIRED. .SITE 6 NOT WM A PRIMIY HABITAT PER NNW MAP OCIDBER i. 2006 2• ' �,. \ 16.7 16.4 'PROROY MAIMS OF RARE VMS" FOR SF'E TES UNDER 1 1 4 1` J 17.4 6.3 THE 1NSSA (USERS E YNGEF ED �ACE, REMIT 706 (321 CMR10) x 2 9 / 21 1 \ 4 '20•� \ 1 x 18 / / II � � .5\ / �^w PRiO'IEN;iION AREA A SG1E APPRiO'YED 201E / dr01RD iM11ER RE'CFNRGE / I + VAU T ® \ �, ��%11�� 1 / . T 3 4"-1.5" WASHED STONE 3' A) \ / ANFS TO LOCATE cT x 18.6 / x 9,6 ( x 20.7 \ �21,5 \ \ 1 ', � 7.8 i`' r' 1 +1NE 0MIACi0R SWIL CONTACT DC SAFE(AT 1-�M-SIIFt�ND UUM CM 120.0� 0 i .8 ALL EOSING UiIM AT LEASE T2 NOIARSPRIOR TO AE START W OON DWCML THE LODUM OF \ x 20. /1�1�� \ • 1 O 4 ( INSDIG END MIIOUD UUCt11ART; UMM COWUM AND LNES ARE BREAM N AN APFROIOMATE L 0 T 1 8 / \ .`f� \ t Est 18. 17.6 16. 16.0 s ■11r OiLY. MAY NDT BE LYIFD TO THOSE SHONN NEREN AND HAVE ODI I®IRCFm BASED ON THE PLAN BOOK 438 PAGE 18.9 // \ x 1 9 IRRIGATION I � 7 ! �+ � � X i .7 r i ' ��� V34/24 AiMIABLE URN NVIVS NOIED HELM 1!E OMWICOt ApiE>rS 10 BE FULY RE'SPONME FOR wE1.L. "_X v 3 Mr AND AL �UIE EXAMY IF Off BE OCOMO 9(ME�Filall PIM IIF OWK U MIMM TSIiiED �' 8.7 / / .3 MAP .,� 2 ,0 �19,4 18.4 / I � 884,3 '-� / �������CP PARCEL x 2 .4 20.5 1--- J 41 18.6 1 .3 15 CONIRACIOR SHALL NOWY 1W E41W YEIMMY FOR POSSELE REDESMFI. � x x E 8 LC PL No. 15354-1 + 1. !Fist 1918 �-.uae--�'`A 16 5 14• c>' .8 \ � �.•.._ � � 19.E uaE �17,1 / � 15,4 • SEPTIC SYSTEM MTFDIRwMT10N TIIIDEN FROM IONN OF BIARNSDIBIE IRS-BIALT 8 4 / 1 _ 7�- _ x 2 .6 0.0 / 9.Ov� x / r Q 20 � x 1 ,i / --�' 4 + GIRD 90�-�81 MD IO-608► F'ERYf ISSUE BITES 1-Ii-91. 1 .1 + / `►!� \ X 7,2 / .J • MITER LIVE AND APPIRtTE�MWI'IWOMIRIM 6 APPMXIMATE AND IS BASED ON TIE CARD 0-0-R N 1 \ \ \ x __ _ s.6 \\ f 19s 1 .s �, _\ 19 0 iss /! t' x i g PLAN OF SOIL ABSORPTION SYSTEM WITH LOCA70PTED ON'FFELD) FROMM Or BMXTER�Ny�E ENc WW& SURVEYYM OI OCFOoIM91T VIA FPX ON W13�200i.DWAFE � • - x ,3\ \ \ � APPROX. LOCATKRI 18.0 18.6 � �, � 9.8 � ,0 // � �9A \� � 1 . •I /// \ 4 W` \ ) -_ - _x 1 .1 i x i .5 19.6 / ♦ f \ ♦ \ (U \ '� •AS PER FAX RECEVED FROM NSIAR ELECTRIC OM JULY 25. 2007. ELECTRIC SERVICE It x 12.7 1 \ (APPR0 \ ` D-BOX -' - ,4 t NO SCALE ROAD COMES UFDERGROUFD FROM THE TRVWSFORIER ON RE LOT LIVE: X. LOCATI6) 1 g / ` ,/ DIGSAF E ,FLAGS LOCATED N FED BY BARTER NYE FJI1G'I�EERNG a SURVEYNG ON . 77 x 11.4 SK �17. 18,1 x 8.0 x 4 `�-- -� x 1 \ 15 x 1 ° OCM*R 15.•2007. Q�Qp0p0p 7� 16 SEP11C� /� ' � x 152 �� `_' __' 17, `- ig � 18,9 "• ` 1+. ♦` / i 14 , x 9,c� w - \ \ - / . •AS PET 9f01110101�1 PROVIDED BY REYSPAN EE W BATED 5/11/07. NO'GAS 00 \\ 9 \ �• 1 . ON SEARAT RIVER ROAD GAS LIES DID ON BRIDGE Sr. x7 \\ �' / LEAt2'NNG 1T.0- '_ - - x x 1 ,1 x ,5 \ I / /` lx 13.E G 10 ( ) 9 i 13.0 x1& 2 9 TP �c17.3 \ 1 "� �1 �,s \ - 6, / 16.5 '°' `� y �.' 1 `C Y / 14 FINISHED GRADE 9� \ x 10,3 �\ \ / ` - 7. /`. ` LP - 10 :::: :::::::::.:. . y.. ::::::::' \ x 2.8 » x 9,0 8 6. 1 / \/ '� 1 r 36 MAX.-9»MIN. 8.9 +�/ 15.7 , ° ♦ 15,3 \ i / -1 ,tt- :17: .... E X �`` \.1 ! 2 LAYER DOUBLE WASHED a,� 15."c' 15.6 / :: ..I. \ t x Sf4,7 317� 1 14, STONE 1/8" TO 1/2" 1:6) 64K82 / 5.6 U (tZ') X7:i? A� I OR GEOTEXTILE FABRIC ��� OF �10F g� `� ' \ Z► 14,6 ?� 1 6 / 14.9 1 / .. ' \ J I 6 .4 xi .8 3/4 TO 1-1/2 / 1 6 ' x 9.1 \ � 1 x ! .1 �\ \ \ \ \ J � � 1 �• �•., '1 .4 ,.. � �� � ,,,-' ( \ DOUBLE WASHED 3 $ \ \ \ \ \ wee 15.0 5.5 5, / 16.7 17,1 of / h xi \ \ \ \ 1' \ \ 1 x�•9 / �' .cam J '��, 5.8-BOX 16. r N 1 \ STONE cV 29874 APPROX. 16, •8 1ZO4p' � \ , 9 / 1 ♦ �(i / \ 13.3 \ \ \x 7.2 / \ 1 .8 !e G ® 15,3 J .0_ !6. / 1 M I ' ' 30-1 �OAIALE� v F--3 4 \ \ \ \ \\ / \\ x 10,. 1 16.3 16. l6.6 13.! to - 11S o7 \ \ \ x\.5\ \ / \ \ 4o \ 1.9 ` \ � \ / / .o SECTION X 6 \ \ \ \ \ 9.1 // \\ s2 x 1 .2 x 1 .2' 16.7 16 IV 6.s NOT TO SCALE 1ll 2ii\x 1, ``�\\ \\ \� \\ \ , 9� �\ \ \\ x 13364 4,0 `7 /� / \ x 1 A16.g L 0 T 1 6 4 \ \ x 9,6 \ \ / \ 6.i (CULTEC 330 OR EQUAL) SITE I.OG110N: \ 1 \ \ x 6.�i•\ 1 \ �Fi Q�, 6.1 4.6 (APpROX. L0CAm0N) 1 '0 LC PL No. 15354-120 » x x 12.E 14,0 �F 1 m4K \ x 16.1 , 265 Sea ult River Road 1 \ LAW 14, a,l TIC TANK 11M P x .s 14,0 1 ° //18 TOwERs 9 OsteMlle, MA \ \ \ 4% / \\ t\ \ a '� \\ 1 '� 14, ' ►� l SOIL LOGS DATE : 10 12 07 NS / LEACHING AREA REQUIREMENTS / / PRE VM FOR 13,8 4,2 'Q 1 / / NITROGEN LOADING LIMITATION: NA \\ \\ 2,zy \\ \\ \ \ \�.\ 13.9 52 / ls,l 16.6 RESIDENTIAL: 2 BEDROOMS P-11980 BARNSTABLE FRANK WILKENS9 ET UX \ h� 4 , 7.1 \ / �O • 1 1'*3�9'° b9 / 1 11s.i 4 x 1 x 110 GEQAK Roots SOIL EVALUATOR: BOARD OF HEALTH AGENT: y \ 1 \ x 12.3` x 13. \ �4, / 6 TOTAL DESIGN FLOW = 220 GPD STEVE WILSON, P.E. DONNA MORANDI 17111 EDGE OF LAYM �',_ � / GARBAGE GRINDER (NOT IN(X.UDED) = N/A Septic Design Plan g .TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 P 9 \ \ \ 21 1\ i0. x 11.5 \\ n� 17 PERC RATE _ <'5 MIN. f INCH (CLASS 1) \ \ \ x s \ x 12.s \ ls:l LIAR = 0.74 GPD/s.F G.S.E. = 18.5 " G.S.E. = 18.2 G.S.E. _ 17.4 " G.S.E.' = 17.0 61.0\\ \\ \ \ \ \ .8.8 1 UK LE40M AREA OF S.A.S. REot11RE�►: Ap 1 1 • SANDY LOAM 10YR 2 1 • SANDY LOAM • 10YR 2 2 • SANDY LOAM 10YR 2 2 • SANDY LOAM x 10.5 ' � 1¢'8 , 220 GPD/ 0.74 GPD/S.F. = 297 S.F. MN. oYR 2/ M . / AP / / BAR ENGINEERING & SURVEYING o r w r \ \ \ \ \ �•6 \ ` / ` \ ` 15� 1% PROPOSED 10 8 Registered Professional Engineers and Land Surveyors 7, 14.7\ 2 N CULTEC CONTACTOR 33D LEACHING ACUG CHAMBER UNIiS OR EQLW. B ; 7.5YR 4/6 ; SANDY LOAM B 10YR 4/6 ; SANDY LOAM B ; 1 0YR 4/4 ; SANDY LOAM B ; 10YR 4/6 ; SANDY LOAM \\ \ 3 \ \ \ \ 0 / 4,8 15.0 WITH 3' OF STONE ON SIDE. 3 OF STONE AT ENDS, 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 `V \,- i \ 0.6 / \ sIDEwKL• AREA: (20 + 1012 x 2 DEPTH s 102o SF 22" 220 22" 20" Phone-(508) 771-7502 Fax - (508) 771-7622 \0,7 / \ BOROM AREA, (20�toy 2 A 6 6.0�� `_� s \ 10,s 11• \,, 14.6 �► TOTAL EFFECTIVE LEACHING AREA = 320 C1 ; 10YR 5 8 ; FINE SAND C1 ; 10YR 5 8 ; FINE SAND C1 ; 10YR 5 6 ; FINE SAND C1 10YR 5 8 ; FINE SAND \ \ � \ \\\ \\ \ 10 3 // \\ \ g� SYSTEM DESIGN CAPACITY = 320 SF x 0.74 GPD/SF = 236 GPD / / / / \ \ \ 5 0.9 7 SEPTIC TANK SITING: 220 GPD x 200% = 440 GAL 54" 48w 49" 47" 30 O 30 60 a•i \ 7 ? � USE 1500 GALLON TAWMINL 7\x 8'1.. 10.s x 11A C2 ; 10YR 6/4 ; MED. SAND C2 ; 10YR 6/4 ; MED. SAND C2 ; 10YR 6/6 ; MED. SAND C2 1OYR 6/6 ; MED. SAND SCALE IN FEET 10. 0.0 DESIGN SCHEDULE ION SCALE: 1 = 30 4 \ N Ar E ' 10,8 GARAGE SLAB 19.0 132" (SEEN 7.5) 132- (ELEV 7.2) 132" (ELEV. 6.4) 132' (ELEV. 6.0) $We\ 10,2 �9.3 -10SEWER INVERT AT F"DATION 15.5 " �7 SEWER INVERT INTO SEPTIC TANK 15.3 NO WATER AT 132" (ELEV 6.5) NO WATER AT 132- (ELEV 7.2) NO WATER AT 132" (ELEV 6.4) NO 'WATER AT 132- (ELEV 6.0) DATE: 10�17�07 SEWER INVERT OUT OF SEPTIC TANK 15.0 PEW O 54- (ELEV 14.0) PERC O 60" (ELEV 13.2) -0.6 SEWER INVERT INTO 111MR19M BOX 14.9 RATE- <2 MIN/IN RATE- <2 MIN/IN .0 010 SEWER INVERT OUr OF DGTRIBU17ON Box 14.7 CLASS I SOIL CLASS i SOIL SEWER INVERT INTO LEACHING CHAMBER 14.5 ISP NO. BY DATE REMARKS BOTTOM OF LJEIICFIING SYSTEM 12.5 M DRAWING MIMBER NO GROUNDWATER OBSERVED TO ELEVATION &0 0: 2007 2007-030 surve worksht 2007-030SP.dw 2007-030