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HomeMy WebLinkAbout0211 SCUDDER'S LANE - Health 211 S cudder's Lane Barnstable . A = 259 008`2 I , 0�0 e `�;�`�'Tat of ayfr4s,l'.a hil TSeIIsas F. Gefler, Du e ao x is.�tTJS'i'ASL53)� r YCT)U. v� Thorn McKean, Director 200 Main Sfn-eet,Hyamdg, � k 026-01 0ffice: 505-362-4644 pax: 503-740-6304 T-gstafley &Designer cCertffi-cannon Form Date. l0 / Sewage PePmiO _A_ssessor's Map Parcel Desnam*ere I 0 v�A Instafle1re Address- /"l�(� Address: ���, lt7yX On c:ar���f�t�'�J�l�as issued a peru tto install a to (installer i - septic system at La,>j_ based on a design dram by . / (address)p 0 ` t 0"U dated l-eV WIXY (f� Slgner) ZIcertify that the septic system:referenced above ,Aras 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 certT�� that the septic system referenced above was installed with najor changes (i.e' greater than 10' lateral relocation of the SAS or any vertical relocation of any componcnt . of the septic system) but in accordance with State& Local Regulations. plan revision or certified as-built by designer to follow. Vk OF DANIELA. GNP o OJAIA nstaller's Signature). 0 CIVIL N No.46502 t G/STE l ( ZONAL E (Designer's Signature) (.AJEx Designer's StaByp Pere) pLEASSE RETURN TO BARNSTAB iLE NUELIC HEALTH DIVISION. CERTIFICATE OF co :a�IlA�dC� f L NOT BE 6�gkt Gf�'b'j, �¢�T� 4L�� �0�� ACJ� ��-��� CAD ARE lPSCE+NE1 D BY TBE BARNSTABLE PUBLIC HEALTH DM810N. THOK YOU. O:Hearth/septic/Designer Certification Form 3-26-04_doc � TOWN OF BARNSTABLE } 0 —L.&ATION ;A, ►/ L10 SEWAGE# 2 Ol `{ 3g( VILLAG L," ASSESSOR'S MAP&PARCEL 2 S INSTALLER'S NAME&PHONE NODpycs N SEPTIC TANK CAPACITY Z Iqw poly `Tu".4-S t sepj-lc LEACHING FACILITY:(type) ,co GGe ,t Can[, ,6"Y% (size) Ll Z )C 12-,S) X 7-- NO.OF BEDROOMS � OWNER (d°oc?G�r"! PERMIT DATE: 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 1 (� �'3 -30 y -3 2,S 4y :, or TOWN OF BARNSTABLE `a LOCATION a2 11 Scrrc e)ets L ^) SEWAGE# a 014-381 VILLAGE 'J&r q,j,,Wr ASSESSOR'S MAP&PARCEL Trf INSTALLER'S NAME&PHONE NO. CLo k SSA 7 Sfn D n1 �Iyr SEPTIC TANK CAPACITY �. 15-00 !;j(A16 ,(Joky k-C.uJI S. i SNA'FI( 1 (J.0 LEACHING FACILITY: (type) S-W qCc C r6s (size) 42 X12.6 3 X'Z NO.OF BEDROOMS S OWNER Codco�4� PERMIT DATE: ld I 1 I4 COMPLIANCE DATE: 1012 1 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 E j �,9'7'�Ccu 1J -X-37, 3F -76 - 2 r No. �� 1.- Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes NpliLatlon for 33is losaf 6pstem Construction Permit Application for a Permit to Construct( ) Repair(t<Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 211 5c v 0 Q CS t-N Owner's Name,Address,and Tel.No. 13c,,r„+% X-r- Cooney Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. `�vvs\ate �i 13f0w,Q_V.NC %I*-L(00-71 S'�7 j�&Wj ceya-p 1ev-ee -I(k;,c Type of Building: Dwelling No.of Bedrooms S Lot Size I M 1,gr e S sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 5-5�0 gpd Design flow provided SGO gpd Plan Date tg, q/g I/N Number of sheets / Revision Date Title Size of Septic Tank/po plas kl( isw p e Type of S.A.S. <-Do a 6c Ito tv N - -20 c A"M brly-ev � 's I-On/e Description of Soil Nature of Repairs or Alterations(Answer when applicable) f—a/J et / o / -v 4914,5►-.. j rylas+-ic rPvN.Wc� �,ef J ot. 5- A .5 c&ccrtS+iNc f5 �t Ell r D b f0,r , r )Y.cJ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date JLI /41J L Application Disapproved by Date for the following reasons Permit No. Owe4 / Date Issued (� ` . / No. 3� i Feed / 1/ s ' THE COMMONWEA�LT OF.MASSACHUSETTS Entered in computer: Yes ' PUBLIC HEALTH DIVISION - TOWN OF �ARNSTABLE, MASSACHUSETTS *. r 2ppriratiou for Disposal 6pstru 6ustrurtiort Permit t� Application for a Permit to Construct( ) Repair( Upgrade ) Abandon( )`.❑Complete System' a..❑Individual Components Location Address or Lot No. 2\1 Sc v c)P f S 1-'V Owner's Name,Address,and Tel.No. L3C','r VC,1,0 C9C70C V\ Assessor's Map/Parcel S Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. '0 N i3t0wrJ7 n,c scS3 NCO- 7 5 p S Type of Building: Dwelling No.of Bedrooms 5 Lot Size ( ,H���/��sq.ft. Garbage Grinder( ) Other Type of Building C t ,(7 r/y\ ,a No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 5150 gpd Design flow provided S-60 gpd Plan Date tom. q/9//y Number of sheets J Revision Date Title Size of Septic Tank Type of S.A.S. t Ud Q G IIUn1 aJ Al $ ON r Description of Soil z. N Nature of Repairs or Alterations(Answer when applicable) Zro r c• G / v �G.�/ !a 5 f i % / U i c.,vJ r1 S A •5 �� ctS+,Nc N S(x� au//a�•r la-7�� :t � l�o�+hris � iF-ti �l y� 5/GAY A)r-W Des+r��J��Gn� IC Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ,.` Signed Date !y /tv Application Approved by r Date J0 / y L f r Application Disapproved by Date r for the following reasons Permit No. cs*)e-) Date Issued 10 C-1 L ----------------------------------------------------------------=---------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS CPrtifitatr of Compliance " THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Al" Upgraded( ) Abandoned( )by �c,s A 2 rbwrJ �. iu C at a., \( S vc)OP/5 LN 1�a(MSZ-r, t° has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction 1 n/1t No`.*A0/-/ _�e l dated �D I `) Installer',D0o s)!�5 A N-23(o tv f Designer C a ay- FA1S1 r..i A,r 4 #bedrooms <-" Approved design flow S SO . gpd The issuance/of thi pe it shall not � cop trued as a guarantee that the system&Incticn�a, desi e Dale InspectorG��B p � tU-------i -- No. 3 g Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal *pstem onstrurtion Permit Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( ) System located at 2_1 Sr tjC)dr(3 I-r4 130dn\ s Vr,bkr I` and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with t Title 5 and the following local provisions or special conditions. a Provided:Construction��be(c mp.et�d�withip three years of the date of thi ermit. Date /I ((// �`//// Approved by To:The Barnstable Town Board of Health ATTN: Mr.Thomas McKean,Director of the Health Department Date:October 14,2014 RE:Septic System for 211 Scudder's Lane Dear Sir, Please find attached a copy of the original floor plan for 211 Scudder's Lane, Barnstable,showing a four 4 bedroom house plus'den/bedroom with full attached bathroom:This room provides the necessary privacy to be used as a bedroom and has been closed as a guestroom in the past. We are requesting that the town approve the s_eptic plan as presented for a five bedroom home in order to meet the Title 5 standards.Y , Thank you for your assistance. With regards, Diane Gooch and Floyd W.Gooch_ r / IQ- ^ s ' Tow ° �� #_ JE 1br 1Departmwit of Regulatory Services Public lic Health DivisionDate, i l l d 200 Main Street,HyunuisMA 02601 7 f7�t . . Time V a Date Scheduled_ Fee Pd. - `oil Suitability As'sessmeritf®tr° S �9e Disposal - •. Pcrfanned 9y: 1Yllnessed By.: ILO CATION ark GE NE AL][N7C'ORNlI TI O N Location Address —t Owner's Name n oo�` R.u-I�J ! i J . J� L.a�.,Z. Address - Assessor's Map/Parcel: SL��� Cngiucer's Nauw (JVV 4L C e NEW CONSTRUCTION REPAIR Telephone It S yQ �'�J!O� q5_q Land Use ek .o� Slopes('Yo).Al Surface$Zones 11 Py� •�G+✓' Distance's From: Open Water Body (t PtissiUle Wet.Arep�i'V0 fL Drinking Water Well.444_ ft ' Draihe.ge Way• ft Property LJne 'L y ft 011ier ft SKETCH,CH, (Street came,dimensions Hof lot,exact locations of test holes SL perc tests;locate wellands'l❑proxinuly to hales) /'✓ = Y a, 9 /40 � - �j y > Oyu Y i»9 v)45 9� Parent material(geologic)G�dCG► •�r�o Depth to Bedrock +, y Depth t0 Groundwalcr-...Standing Water In Hole: � Weepiltg Elam Pit No. Estimated Seasonal High Oioundwater ]SET El[J. UINTATION I[,OR SEASO.NAIL HIGH. TABLE Method Used: ���� Depth Observed standing in obs.hole: =-f�°- • _ In, Deptlt 16 sQJI Jnottl.gs; lu, Depth to weeping;from side of obs.hole: l!L ClruuurJwuler AdJusiment•�� Pt. htdcx Wcll R Rcading Datc: Index Welllevel r� Ad�j,ftJetor _'Aa1.Woulld el wuter bev �l 11-�AS.�I.�l. LA JlO.l'V ACES.r N3nd�. ll�!_utm Observation H016It _ —r - Time lit 9" Depth of Perc 6 Th ip at 6" S Stott Pre-soak Tinte @ � "64 � Time(9"-6") End Prc-soak Rate Min./Inch Site Suitability Assessment: Site Passed v SitG-Failed: Additional Testing Needed(Y/PI) .Aj Original: Public Health Divi:iion 0bservation)Note Data To Be Coinpteted on Back-= *."a`It pcu•colatiom testis to be couicivacted VViLiiiii lOO' of vvetQand, youa nuuJtst'1fi,It'st unotigy tlfue. Mirnstable Conservation Division pit least one (A) Wec➢+i plricir to begiuuning. Q:\S EPTIC\PLR CPORM.DOC .IDIIEI"p-OBS E]fRV ®Its N HOLE LOG —`—_ Depth fromScil liorizon ])7�® e Surface(in.) Soil Texture- Soil Color " (USDA)_. (Munsell) Mottlin Other 7y g (Structure,Stones';Boulders, G_o �— SL /v Y Con istenc % ravel zy_y� . 43 .sue 99Y12� DER P O-pg:E_RVATION HOLE LOG Depth from Snil]iorizon ITO,'e = Surface(in.) Soil Texture Soil Color Soil sell) Mottlin Other y (USDA) (Man g (Structure,Stones, Boulders, Consis enc %Cravel Aw D-REPOBSERVATIONI-TOLE LOG' Depth from Soil Horizon �# SirrFace(in.). Soil Texture Soil Color - (USDA) Soil (Mansell) her Mottling (Structure,I Stones,Poulders. Consistency.9a Or ell F I 7f Me DIE-El P OBS E][RVAl7 ION HOLE Depth From Soil.Horizon LOG �0]� �} F Surface(in.) Soil Tcxhire Sail Color (USDA) °f 1 Other 1 (Munsell) M4ttling (Structure,Stones;Boulders, Consi�ncv a� ,6 Ora��,11 ------------ ----_ Flood IfMPra ncc](dints Ii�np� Above 500 year flood boundary No Yes Within 500 year boundary No yes. Within 100 year flood boundary No� `fo5 IDia;Rt��antra➢BY` c_. uufl>rcu_��1��¢�aatss i�ater]a� Does at beast four feet of na2uralPy occurring pervious material e area xist in all are is observed thl pughout the proposed for the soil absorption system' _ 4d 1(f not, what is the depth of naturally occurring]pervious rnatorial'? C�fitll�H��([lipPll � _ I certify that ont (date)I have passed the soil evaluator examination approved by the ]Department of Environmental.PIVCCtiDI and that the above a,naly.;iS was performed by me consistent with Ole required training, expertise and experience described in �10 CMR 15.017, . i Signature /` Data 2Al Q:ISP-PTfC\PRRCr0RM.D0C L 0 C Al ION S .EW A G F PE RMIJ N'Q. VILLAGE INS,TA LLER'S NAIVE ADDRESS y B U I L D E R OR OWNER mm DATE PER M IT ISSUED DATE COMPLIANCE :ISSUED 3® \ ho00 - V LOCATION SEWAGE PERMIT NO. VILLAGE I N S T A LLER'S NA NE A ADDRESS f 6 U I L D E R OR OWNER DATE PER 14 IT ISSUED DAT E COMPLIANCE ISSUED V`�"� f • 0 � s THE COMMONWEALTH OF .MASSACHUSE'TTTS BOAR® OF HEALTH ...............T.0/.,?f......OF....... Appliration for Uhi sal Works Tonstrnrtinn ramit d S5S-oo� IJ Application is hereby made for a Permit,=ti Construct (t�j or Repair ( ) an Individual Sewage Disposal System at: ............9�'vs179-3LG .... --•••-------------------•-••••-•-•....---•-----•--••-•-•-•-.._._....------•--.._...---•-•-••---••. �•s Location-Address or Lot No. w Address onstaller ..... ---- - ....................... --•---..................................... Address4 Type of Building ¢ Size Lot..43.IC'L' .-..Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) 04 Other fixtures ---•-----------------------------••-------------------•------------•-------------•-•••---......-•---•---•....---•...-•-------......•-----..._........ W Design Flow..............:4......._..........__..gallons per person per day. Total daily flow____.__.......!�n................gallons. WSeptic Tank—Liquid capacity_/47PP..gallons Length..8.U" __ Width' .K"'__ Diameter________________ Depth.:tr_'8-_--- x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area...................sq. ft. Seepage Pit No--------------------- Diameter..................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.._------..4✓�V--.E-. .................. Date..NoU_ 8 /�Jb Test Pit No. 1__G_3z....minutes per inch Depth of Test Pit--- Az ._.. Depth to ground water........................ (T4 Test Pit No. 2...G..z...minutes per inch Depth of Test Pit... ....... Depth to ground water..................... a ...............................--..................................................................................................... .......:_.... Description of Soil..... `_`.`.....Info o DLq - u 8-............................................/Zo ..................................................... W ----------------------------------------•----------------------•----------------------....-•-•-----------------------------------------------------------••------------------------•--•-------•-....... 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 TIHE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee ssued y t e barAofea;h . I igned._.. . -- ------ `'f �. ..... ApplicationApproved By......... . -- ---- ••. .._... ...... ............................... -•-------'--. e D to Application Disapproved for the f ollo i g reasons:............................................................................................................... ---------------------•----------------------------------•-•---------------------.....----.......-----------------------------•---•-•-----•-••---------•---'----•-------'•--------••-------------•'-•--- 'Date Permit No. a'-q------------------- IssuecL......... -. 3... g Date ,a No................_....... FEs.................,....... THE COMMONWEALTH OF MASSACHUSETTS' BOARD OF HEALJ OF ...............�t� ✓......... ......................................tl.=-. ..G.�t-................................ Appliration for Disposal Foes Tonstrurtinn rerun# Application is hereby made for a.Permit to Construct (v-j or Repair ( ) an Individual Sewage Disposal System at: SGG�I>D E 7Z 's Gi•/ LI.i ...Y... ------ ------------------------------•-------------•---.-_--------------------------------------- Location-Address or Lot No. -... .. . .... ....... -------- ..... Owner f Address Installer Address Type of Building �/ ¢ Size Lot_ 3 �a.______.Sq. feet .., Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) WOther—Type of Building ............................ No, of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures -----•-=---------------------------------.............................................. Design Flow.............s-`_. ......................gallons per person per day. Total daily flow............... .................gallons. WSeptic Tank—Liquid capacity'��_.gallons Length.'A. �_.. Width' f�........ Diameter---------------- Depth `f'a..:',. x Disposal Trench—No..................... Width..................... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 1 4 Percolation Test Results Performed by. —PW ... ::::! ��^.``. ................... Date.Y°�_.8./_tt-_.�_.�..".------ Test Pit No. L_:7 ..___minutes per inch Depth of Test Pit..?-� ....... Depth to ground water------------------------ 44 Test Pit No. 2_.4..Z._..minutes per inch Depth of Test Pit.. ?- ......... Depth to ground water.................... a ••••------•-••••••••••••••••--•-•----••---•-•-•--•-•-•....=-••-•-.....-•----------------------------- ..............-:.-----------•-----------•-------------- �6 /Zo � S�.t�. 6o -� S - - ..O Description of Soil.... - l14a x U w •---•................... UNature of Repairs or Alterations—Answer when applicable.............................:................................................................. --------------------------------••-•-----------------------------------•- -•---------.......--------------...---------------------------------•----------------........................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be issued,by the board o health. i Signed %( J>� Application Approved By-••-•---•--•.•--• I ............................ -- -----•-------- Application Disapproved for the f of` ing reasons----------------•---•-------•----------- '...........__.._......-_----••- ---__> -- Date Permit No.......E ....... --- ................... Issued_.......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH f !.........OF......4.?4),,�as.T.916?6�- .. ............................... .. Tertif irate of Tuutplianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (/,. or Repaired ( ) by ------------------•. at.......................... -­--------- �.. .... has been installedTn�6M Pc I t'tr the pf ib�s�TIT mf� Y�t� .r( ary e �� ,etc ed in the application for Disposal Works Construction Permit No.__:5---- ---- .�}............ dated------------------------.._.._................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCiTION SATISFACTORY. DATE........... . ..... .........................................................................................•--.. Inspector. _.....---•--------..•......------•--------•-•--........----••-- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH v!/~!............0 F.... � eGlS/�9 ee ............................. NcC}r:.�. /( FEE.. Disposal Works Toustrndion .rrnti# � Permission is hereby granted.--------- � T ���` ------------------------------•............-----------................ ..... to Construct (✓) ©rRepair ( ) an I >bidual Se � �ili�Aal>System atNo... -r-...--------•--- - ------------� f..................-.......................... C_ v )L — as shown on the application for Disposal Lks Construction Perinit o..................... D6ed...._.._._..I.............................. •----•-•••--•.........................•._ .-• ....................................... it f C� oarof ealthf DATE------ -- --- ----••---�-C'••----`��.._..�, FORM 1255 A. M. SULKIN, INC., BOSTON - n. - HB6UGH THOM AVE STUDIOS 33 6LBIWDOD AVENE _ PH..61'131b-3191 • - - .®r N ------ -- a _ -SLR SIPMGBb B,! -J ___ ____ ____ 4 _ __- ____ _ ____ ________ MATCH. YD tcM ' E A - ___ ____ ___ ____ _____ LINE .. MATCH LINE A Consultants: ' O O.F '-._ O SWmrel En9lmr: SI(a5F1.A55OGIAT6 NB WALN!!RE,I rr fl.BC3 NLSYfON CENTRE,MA O34S9 FH. 6611-416IT y (�)aWnec slH � FAX. 611-2M-I133 O St (��NRI6!9J8 8.R-T ;I 7 � 3 t ' O z 9lH lyyl Ril' - O Y141 ,' rT, $av Ln s COD .' uA Aye m zr a. 1� Q NWT 0 ` 2 Foundation.Plan Barn _N .SCALE I/4 1 ' con • A z : z l _ - - --- :----- ------ a ---- -------- ------- ---_ ©-.I ©, --- -- ------ ---- -------- - i .a .. I : BASEMENT AREA 211 AND BOB sclarwrrac - .31I SCUDDBt lr� . + / BARNSTABLE MA02630 rr. I 4 B DI�I�IZ� ------------------------------------- - — , — ----- - --- --- -- - 1— F IT SET ________ ________ .________ ____ MATCH LINE A Pr* SEPTB•®Hz zi,cols ______ ________ _ A�No. MATCH LINE A Iw 5 H Lower Level Plan r - ------ - -- -- �, 4 R 3 .. Lowe Level& - _---- ----- ---- --- - N FI s Dmwr r v Foundation Plan - House SGAL6 A 100 Architect: NENRICN TIIOHP50N 5TU0 33 GLENYtlOD AVEMM 'C O�O ,MIA 0213 + R/, 611-516-2I41 Q t-- I I MATCH LINE A ar x �• I I I I fl 887a L MATCH LINE A a f 1 I I \ �` ________ ____ i I I I I I I gEutavelBVlneac . NEWONC NTRE.%02459 Ae 6I1244-16I2 FAX, 611-244 M2 O.I GARAGE O � o o . o .Q rr ya. . T1• a•+ zr. Fey Q,Q o r^ /O ® First Floor Plan - Barns " 1. SCALE, 1/4"=I,-0" 5ATH O e SGREENQ FOR GH 0 � • ve O Oi' I � 00 ID I t - I ,� owners:L________________________ OO J � --. �JliAN AND BOB SGIfffANER O 211 SOOT LANE BARNSTABLE,MA 03630 u i! ______ SCALE,I/4'=I'-0' h KITCHEN/DINING/FAMILY ea % ® OO r.1p�' j 'No. ReWebn IhEe 11 (� �® LAUNDRY/PANTRY ` MUDROOM olama PEfL11T SET MATCH LINE A Dees: SEPTBINR 23,201 I FIO}xl Nm. II II ry dg ,>-yl I I'�1ly dews Nmm' MATCH LINE A e,b, e I' >,.sy may n - z+d' Tp O O H First Floor Plan -'-•STO I I I ®.} �tV SIIeBI NIOnbBr. First Floor Plan - ouse 1 SCALE, 1/4"= S Cam/ v - - A 101 ArchiW: I I�IrLcl,THOF1PSOt1 sNDl05 SLENHOo AVENIE cAfBRIOBE,MA O]Is9 611316-2I91 II II 11 II ' MATCH LINE A O nRCH>q rHo��\ I rvo.oa�<G.II''1 r } }r EAA10n10GL, h� ® ® MATCH LINE A _- __-____�r f� FI II I I I • I AAA II _ �\� ------- -- --- H �� r o�asa " '^` H ❑ BEDROOM ` hi �i FAX. bn-era-l-ri� ❑ ❑ \\ � ® I I `J _ II I II II I II ❑ ❑ II . Il I II II II I II I TILL-, __________-_____—_____I II II I II I II---------- ---------- I II ` e - i/ ❑ II i J II �ATH \ > II II III li ill. '� In II i ii I ii ii IT ILL- `�_-._.. _ —L_—__�___J � QO ✓ r Second Floor Plan- Barn Roof Plan - Barn 3 SGAL6 I/4° I'-0' �%�/ ty; ❑ ❑ ❑ ❑ C ❑ \ ❑ , rl, 1FMc J' Owners: I 211 Afm BOB ELIffYA,THt • I I �LANE BAw+sraBlF.HA 02690 ❑ ❑ ❑ $GALE.AV=I'4` of 2 a B oC r---- ------------r -------��- ----Z ---------- II II fis PlWbn Mb '. Ir - i� a I I ❑ I I Ll ❑ ❑ 9 O iJ ,., ❑ �____J_7 __ J L___ Dw- PEiA,IT SET MATCH LINE A Dots SEPrEF®Ht D,2015 DrnMry Nana: MATCH LINE A m Roof Plan Roof Plan - House 02 p, w �, „ a SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE Barnstable Harbor LEGEND EXISTING 5 BEDROOM DWELLING MINIMUM 1' OF COVER (NOT TO SCALE) MARKED WITH MAGNETIC TAPE ORCOMPARABLE MEANS FOR FUTURE LOCATION. -- 99- EXISTING CONTOUR DESIGN FLOW: 5 BEDROOMS © 110 GPD = 550 GPD OVER POLY TANK ACCESS COVER AT FIN. GRADE ACCESS COVER TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE Locus X 99 EXIST. SPOT ELEV. USE A 550 GPD DESIGN FLOW - 2" PEASTONE OR GEOTEXTILE SECURE AGAINST UNAUTHORIZED ACCESS FILTER FABRIC OVER STONE 99 PROPOSED CONTOUR SEPTIC TANK: 550 GPD (2) = 1100 23.0 2% SLOPE REQUIRED OVER SYSTEM 31.0' - 32.0 USE H-10 1500 GAL. FRALO OR EQ. SEPTIC TANK Cb 198.41 PROPOSED SPOT EL. USE H-10 1500 GAL. FRALO OR EQ. PUMP CHAMBER 20.0' c 4"OSCH40 PVC BLOCKS OR cL TH 1 PRECAST RISERS o TEST HOLE "_ PIPES LEVEL 1ST 2' MORTAR ALL H-20 LEACHING: COMPONENTS 1 ' � A *18.8'f j PROPOSED 1,500 �� �ENDSJ (TYP.) SIDES 29.7' 2� SLOPE OF GROUND SIDES: 2 (42 + 12.83) 2 (.74) = 162 GPD GALLON POLYETHYLENE 18.55 o15210 0 o t n F°° °°°c°P°°°cP°°°e°P° 0 Q . > O O O O a '00O°00°Oo SEPTIC TANK y TUF-TITS EF-4 Z O�O� i EFFLUENT FILTER - V o 0000°O°O°O° Ot28 >°000°000 >°o°o°000 = WALKOUT SILL o o°o°o°o°o°o° ° o°o°o°o° ®®®®®�®®®® El���®®®®®®� >°°o°o°o° UTILITY POLE BOTTOM 42 x 12.83 (.74) 398 GPD ELEV. 23.0' (H-10) (oR EQUAL) Q o °o°o°o°000°o 0 I >°°°°o°°° o 0 0 0 o 0 0 W MOLDED IN GAS ..o o.o 0 0 0 0 ®0�®®®®�Oa ®®®®®�®�O®® FRALO OR EQ '°°°°°°°° �D��O �0 O °°°°°°°° ` yy DEFLECTOR QJoo°o°o°o oo°o°o°o I Q FIRE HYDRANT TOTAL: 756 S.F. 560 GPD 28.95 VY 0 o d�B��S o ;°o°o°o°o °o°0 26.7' O NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING j � o 9 MIN 12" INT. DIM. USE (4) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL) L ' MIN 6" SUMP 3 4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. s o WITH 4' STONE ALL AROUND DEPTH OF FLOW = 4 6" CRUSHED STONE OR MECHANICAL / (4) UNITS REQUIRED o ALL AROUND PRECAST STRUCTURES COMPACTION. (15.221 [2]) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 42.00' X 12.83' REQUIRED TEE SIZES: *THE INSTALLER SHALL VERIFY THE INLET DEPTH = 10" MIN. BELOW FLOW LINE LOCATIONS OF ALL UTILITIES AND ALL OUTLET DEPTH = 14" MIN. BELOW THE FLOW LINE BUILDING SEWER OUTLETS AND FOUNDATION - 60' ST 26' CHAMBER 107' D' BOX 10' FACILITPUMP Y ELEVATIONS PRIOR TO INSTALLING ANY ( 2 SLOPE) ( 1 % SLOPE) BOTTOM TH 2 EL. 16.0' LOCUS MAP PORTION OF SEPTIC SYSTEM MIN ( 1 +% SLOPE) NO GROUNDWATER FOUND NOT TO SCALE EXISTING INVERT INTO TANK = 19.43'f. INVERT INTO NEW TANK CALCULATED ACCORDINGLY ASSESSORS MAP 259 PARCEL 8 MA NOTES APPROVED DATE BOARD OF HEALTH 1. DATUM IS NGVD (APPROX.) 4/y4,qp 2. MUNICIPAL WATER IS EXISTING „ ALARM AND CONTROL PANEL MINIMUM 1 ' OF COVER pROX 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. To BE INSTALLED INSIDE 81 BUILDING. ALARM TO BE ON OVER POLY TANK BARNSTABLE HARBOR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS SEPARATE CIRCUIT FROM PUMP 26.63 4 94 TO BE AASHO H-2Q • � WATERTIGHT COVER +5.35 5. PIPE JOINTS TO BE MADE WATERTIGHT. TO GRADE 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH PROVIDE QUICK DISCONNECT FOR PUMP TOFO� 310 CMR 15.000 (TITLE V.) 24.17 49 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO INVERT EL.18 2" PRESSURE LINE 0 +31.29 , BE USED FOR LOT LINE STAKING OR ANY OTHER 700 GAL.+ SLOPE TO DRAIN TOo BACK TO PC PURPOSE. TEST HOLE LOGS FLOAT SWITCH ALARM ON RESERVE 0.25" WEEP HOLES pA, +5.88 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. SETTINGS: PUMP ON CHECK VALVE LOT AREA 8.90 4.5" WORKING RANGE 8" MYERS WHV-5** 1.45 ACt 77 C 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED ARNE H. OJALA, PE, SE WITHOUT INSPECTION BY BOARD of HEALTH AND ENGINEER: OAS PERMISSION OBTAINED FROM BOARD OF HEALTH. WITNESS: 4.5" SUBMERSIBLE 1/2 HP PUMP Tq� DON DESMARAIS, IRS SYSTEM (OR EQUAL) PUMP OFF 12" 5'6� 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING oo 9qN� +5.78 DIGSAFE (1-888-344-7233) AND VERIFYING THE DAT oo E: 2/21/12 go 0 o LOCATION of ALL UNDERGROUND & OVERHEAD UTILITIES < 2 MIN/INCH CRUSHED STONE OR MECHANICAL o PRIOR TO COMMENCEMENT OF WORK. PERC. RATE _ 9.37 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE I 13545 COMPACTION. (15.221, [2]) +13.02 53 CLASS SOILS P# 10.79 REMOVED 5 BENEATH AND AROUND THE PROPOSED +25 8 LEACHING FACILITY. FAILED PROPOSED 1 ,500 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND ELEV. F-o-1 ELEV. ELEV. / 11.19 REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. O" 22.5' O" 31 .0' Opp 31.8' GALLON POLYETHYLENE A A/ A PUMP CHAMBER 0 /SL /SL /SL H-10) UNSUIT. 4/2 UNSUIT. UNSUIT. 1 OYR 2/1 10YR 10YR 4/2 FRALO OR EQ. w. 24" 10„ B F .. �11.65 +25.78 � B B .-+ 0.13 •1,14.�7 _ _ - 32 \\` 13.83 r /SL UNSUIT. �SL UNSUIT. UNSUIT. N „ 10YR 5/4 48„ 24„10YR 5/6 10YR 5/6 o i PwN 7 _. Y / 26 �s TH 1 +2 . 1_ _ 48/ i�OG S w 24 �� 44 `; s / /C1 /C1 � OPER TING P01 T O �5 'l �''�.53 7 PROP. 150 L. POLY / UNSUIT. UNSUIT. Z / C Si LOAM Si LOAM I . LIMP CHAMBER 0 21.0 p + 8. 1 �� O��\�' +2 +19.18 / 10YR 5/4 10YR 5/4 LLJ 16 ,Ohl/ I +28.99 22.74 �� + �00 '8 F1 .45 UNSUIT. 120" 21.0' 72" 25.8' a --29 Im 9 PROP. 1500 0.02 �9 Si LO +21.85 TANK C2 C2 AM I� ? �' "., o Ir^ I 9.34 SIEVE SIEVE 8 _ I 2 . 9 O O O 2� \ 10YR 5/4/ X X +29.59 BENCHMARK: ?? 21 0 / MCS MCS I \2 .71 SILL O WALKOUT \ 0 /-3p \O +25. 15.01 ELEV. = 23.0' �\ \ I � 35 70 105 140 � b t 9.93 .04 I �� 1 OYR 6/4 , �� 1 OYR 6/4 , CAPACITY - GPM SHED \� `� �'v' 144 10.5 180 16.0 120 21.8 PUMP CURVE FOR MYERS WHV-5 1 /2 HP PUMP** 01 \� N °29. EXIST. LP +2 8 �1 2 .49 ?3. / 0.28 29.67 E NOTE 12.) s NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 26. 5 \�� c'a, **NOTE: HIGH HEAD REQUIRED / 22 2 gg LP 29.98 EXIST. SEPTIC \-.4 28.68 / TANK (PUMP AND 2 30 T� 2 \ REMOVE/FILL / \ WITH CLEAN +29.92 29,0 28. �J ' +31.89/ 30.49 \ AND) I •" \`` 16 TITLE 5 SITE PLAN 30.12 FLAGPOLE I � � I / } 0.31 1 D33. 3 I F +2 .09 2 . 1 +32.13 � / / I // EXISTING DWELLING 9.99 I 1 18.22 - / BENCHMARK. 211 SCUDDER S LANE 5' REMOVAL OF UNSUITABLE SOIL REQUIRED H 3 3y 30. 7 I AROUND PERIMETER OF LEACHING FACILITY, SILL ® SLIDER N / / 30.77 ELEV. - 31.8' 30.1 DOWN TO SUITABLE SOIL LAYER. REPLACE / / �31.79 B A R N S T A B L E WITH CLEAN MED. SAND, TO MEET 3Z - 0 +25.9 0 ' / SPECIFICATIONS OF 310 CMR 15.255(3) \ 0.6 � ��31.09 t30. 1 1 PREPARED FOR 1.20 1 r CONC. APRON 30.49 ' 2 5 I +32.74 Z05 � � 2 -r3Z�42 -�. 115 � _ t g 0.98 +30.3 +26. 0 W DIANE GOOCH PROP. VENT WITH CHARCOAL FILTER '3 _ AND BUGSCREEN (FINAL PLACEMENT BY I 2 I CONTRACTOR WITH HOMEOWNER 199 30 88 PAVED 3Q$5 30.71 _ /�30.57 �0 AWN N 5. 1 CONSULTATION) +33.94 GRAVEL -+ 8 DRIVE •�30.67 �3 .17 / FEBRUARY 22, 2012 31.95 I PARKING / _ _ 9.17a 22.0� REV. 9/9/14 (SAS) 33.16 >-32f83 � �� l REV. 10/14/14 (MOVE PC) 3.57 i-3Q,63 CiC 1.1 (� g WELL FOR *33.35 33.26 - / Q Scale: 1"= 20' +` GEOTHERMAL USE / +34.62 BENCHMARK: CORNER 3� �F \ +26 89 Q �. ONLY f 33.58 I +36.58 WALKWAY AT PAVED DRIVE W\ - -�9.75 \ 7.91\+27. J \ / I ELEVATION = 30.9' \ \ \ I 3.44 I \ +35.29 0 10 20 30 40 50 FEET � \ �+�8.51 I"t 26.4 �pA OF Mqs ESN OF RIASs +33.45 \ 6. 1�°c4 `. + 3 62 +�33.68 F-3 31.3 NO AS , yG o DANIEL G �3.61 MAR �2 .6 OJALA n - A m� off 508-362-4541 33. \ \ o DANIEL N �' �Y \ \ 23 3 .28 CIVIL N o OJALA �' fax 508-362-9880 f \ 24.86 No.46502 No.40980 downcape.com M ER ESS\ Po �F �o ��, 'PoF o • • • ECG OF3._ _ _ i / T�SSG,STE aG,� "'gNpSURVE- down cope engIneering, Inc. GRAVES DRIVE -' � _ � TONAL� ALED WAY _ - - \\ Civil engineers 26.24 - r land surveyors .,,� lti o I 1 /-` 939 Main Street ( Rte 6A) 09 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 +-27. 27.04 >2-020 — r FI71t1 2 X 4 STt.;ILi Pf� li ' - SOUND WALL SOUND WALL` _ _ -POCKET C�00R 'hl 2,4 X 6 8, Tv ROUGH � OR `—I F(JT U R F r3 t NG _ Q P4 — AC i 3 PLUMBING FIXTURE SCHEDULE P1 Tub - Kohler Mendota K506S - white fixtures - tub shower Moen Legend 2235 chrome F2 Toilet - Kohler Rialto K3402-PB - white LOWER LEVEL FLOOR PLAN fixtures - chrome P� Lavatory - PLUMBING FIXTURE SCHEDULE Fixtures - Kohler Trend K11810 chrome ►� Shower - RE S ► FENCE FOR F W GOOCH Fixtures - Moen Legend 2235 shower head 3905 polished brass P- Lavatory - S C U D 0 E R LA N E Fixture - _ P✓ Toilet - Kohler Wentworth K3520 ED Elongated eARN S I_ AGL E M A Fixture - polished brass L , TOP OF FOUNDATION CONCRETE COVER �/ • CONCRETE COVERS 4' CAST IRON OR SCHEDULE 4d2, MAX 12"MAX rill► PV.0 PIPE 4 SCHEDULE 40 PVC (ONLY) PITCH 1/4"PER PIPE - MIN. LEACH I PITCH 1/4"PER.FT PIT PRECAST o a • NV E T -� LEACHING e EL. I , z SEPTIC TANK luf INVERT_ DIST. INVERT W i.� PIT OR •'. EL..7- r! 80X EL.P_ .8c: EQUIV. �_ e EL GAL. INVERT e INV RT EL. ` v`J. EL DER ;.i. 3/4"TO !vZ WASHED STONE 0 • /° ' T 6 DIA. • /Q DIA. PROFI LE OF —GROUND WATER TABLE \ SEWAGE DISPOSAL SYSTEM �4 r NO SCALE SOIL LOG WITNESSED BY DATE ^' `�.�. /'/ `� TIME ��' ' /moo^' . /�fOkL3 lc�_ S• BOARD OF HEALTH TEST HOLE I TEST HOLE 2 Epw,qrr n E. !'6ZL4/ ENGINEER ELEV '.t ELEV. '� ` �� i% N,ouDLu M•.7 Wooi>[asAsq a DESIGN DATA r 4. crz,95.00 NUMBER OF BEDROOMS TOTAL ESTIMATED FLOW 4�0 . GALLONS/DAY k �'� B� , r ; �� ys.c !�• t: BOTTOM LEACHING AREA �53 9 SO.FT. /PITS' ' f?1 I . SIDE LEACHING AREA '`'-3.9 SQ.FT./ P IT,`,''y,F'�' L. tir-b. •� t> GARBAGE DISPOSAL .4cw05' (50% AREA INCREASE) QZ TOTAL LEACHING AREA . - I d SQ.FT 90, l PERCOLATION RATE r1 17/`)" 7W- . MIN/INCH LEACHING AREA PER PERCOLATION RATE -s:' . . SQ.FT. , WATER ENCOUNTERED NUMBER OF LEACHING PITS <?'v4- . 'C'17'. APPROVED BOARD OF HEALTH r DATE ; AGENT OR INSPECTOR ---- -- - i I � I ti _ \JJ 6e. •tiLl ~� - \ s+ �Y O U 00, I ! 15 i 14 '07 r -- T' +ac Tars, I i ► �— /` , / r 100 I 1 1 _ �l.•�,�., Stsl`8 ,..� r I w + ' � `�--.._ I �� ' n/p r� _ ..�+.I.,r�v2..: Bs�-,�-x> w•� � f'L� 'may I , o 1 K tGr E', , leiYv - i 3OOPO7 -n..-.m--y�^:+IN•vaEs'°rae+=-arnw��`re'f lu»a.�• �Ycca.'�rr' +yM1Y:..•ir•.+P+.arias a►ilr i►'� 'i'.-'rr I ' — - — _ ED E. cs ��� STET f.<�.. o R. KELLEY NO.Na J No. 26100 r,\ Ess��EC�$TER� �@a� SAL LRNQ SANffAVL%