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HomeMy WebLinkAbout0037 IRIS LANE - Health Barnstable .'AT 334=050 001 TOWN OF BARNSTABLE ,.� LOCATION SEWAGE# VILLAGE unG/;j Ab1z, ASSESSOR'S MAP&PARCEL �3 INSTALLERS NAME&PHONE NO. �/�r sE"__ _07'3�r=:5 l93 SEPTIC TANK CAPACITY /5_Z)0 XA40 LEACHING FACILITY.(type)r�lF/C1YL�47� r_5 x jglf( NO.OF BEDROOMS OWNER �- PERMIT DATE: p 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 leach' g facility)4 Feet FURNISHED BY - ,. 3 I�= f1, 2�3• Q sue. . - � 1A � � 41 No. p�f� /`� y i Fee THE COMMONWEALTH OF MASSACHUS'ETTS Entered in computer: Y PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplication for MiOpo5ar 6p5tem Construction Vermtt Application for a Permit to Construct(II/Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �j xas LAAE- �,�,, wner's Name,Address,and Tel.No. T Assessor's Map/Parcel 33 �5U .0 o 1 8 In tal�le'r/'' Na/r}��e A ress, nd Tel.N� '( .5 a—3 DPessiign(er�'/s�Namee Address and Tel.No.� d..�,JjD� P I'IQ//V OI 11J � . o i r a SF u�(J,cN n 6 Type of Building: Dwelling No.of Bedrooms Lot Size �T 3� 8 sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided - 3 C o gpd Plan Date SK-7 O R Number of sheets Revision Date Title Size of Septic Tank I sp o Type of S.A.S. lgatekk W-1 i A)F1 �y Description of Soil �rl�,,�� �q S t�'N � ''fx�ft�Dy 41'M f yl' , ,j) ^2 Wit, S 1) --2 � LA 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 o Environmental Code and no o place the system in operation until-a Certificate of Compliance has been issued by this Bo of Si Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. "— V Date Issued , e Fee s�?'TH_E COMMONWEALTH OF MASSACr-�USETFS En Bred in computer: ...nr Yes ` PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLEMASSACHUSETTS r Roplicatiou for Dtgpoal 6pgtemc Construction vermit Application for a Permit to Construct l(VRepair O Upgrade(.) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ,�I -TP,6 LA-N c. ��, wner's Name,Address,and Tel.No. Assessor's Map/Parcel � 0 M^ n. 5 r - SO `7 i? A- 6` Installer's Name,Address,and Tel.No. 5) 3K� Designer's Name,�tAddress and Tel.No. D/ t ff'-w {� (a Installer's P0 6 75 F, Ijelj ,i 1s M A o a&y r r_. 5"DtJ 44 #')A 0()-5'3'7 Type of Building: �7� r►, Dwelling No.of Bedrooms 4 35- J g Lot Size sq.ft. Garbage Grinder ( ) " Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures r Design Flow(min.required) Afow4/id�d_1 33 a � gpdgPd Des g Plan Date a. (� Number of sheets 1 Revision Date Title r Size of Septic Tank , (� }/ Type of S.A.S. ��A,(C 14 �� I !y FI L.T7C��S Description of Soil L-{_/A�"''�1 y Cj►�'N �� �Ll L � } r}�l; eat) l� "F1h1 �17 1 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 o e Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Bo of Sig eid Date t� ZS V / Application Approved by� Date` f Application Disapproved b f l PP PP Y� d.F Date for the following reasons ' Permit No. (� -Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,-MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed'( V) Repaired j 7 ) Upgraded ( ) Abandoned( )by (1 at 3�7 rC 1 S L PrtJ G__ �_l)177 W,A 1 I has been constructed in//accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. .. � A T dated 6 h J Installer Designei #bedrooms Approved de+ign •ow The issuance of this pe it shal 1 =\�a. gpd _L not be construed as a guarantee that the system whl functi•n as designed � Id , �,., Date Inspector �- --------------- - ------- ------- - --------- — ------ ------- No. (7 "- l .f_ Fee. THE COMMONWEALTH OYMASSACHUSETTS ! PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS Mizpoal 6y5tem Cou!5tructiou Permit Permission is hereby granted to Construct ( I/) Repair ( ) Upgrade ( ) Abandon ( ) System located at 3 7 If LS / 8VJ C c t)M VYft a U 117 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 condition . Provided: Construction must be completed within three years of the dat�this pe "it. - Date t�t �� Approved�by 1 -- - Town ofBarnstable �TME' ,�, Regulatory Services Thomas F. Geiler, Director YARNBTABLL 1e� Public health Division Thomas McKean, Director — 200. Main Street,.Hyannis,NIA 02601 Office: 603-362-4644 Fax: 503-790-6304 Installer & Designer Certification Form Date: Sewage Permit# ��O —��0 Assessor's Map\Parcel 33�/ZO,5-6)-Cv0� Designer: ��ti°N ' installer: Dys �c C Address: Address: Po-& �)X IN-5- d2 J E&S f 41-1h1� On 6 v�� A/C l/ /6m-ki(z-hn was issued a permit to install a (6ate4' / (installer) septic system at 5 based on a desin drawn by D (address) � YV�V�, dated Oq (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 01'the distribution box andlor septic tank. I certify that the septic system referenced above was installed with major changes (i.e. .greater than I lateral relocation of the SAS or anv vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certif as-built by esigner to follow. OF ,yq o DARN (Installer's St! re) " o; 1140' SiE ° SINITWP� (Designer's Signatttre) (Affix Designer's Stamp He e) PLEASE RETURNS TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF CONIPLIANCE 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 3-26-4doc 08/18/2008 08:40 5083856383 PKM CONTRACTORS INC PAGE 02 Town, of Barnstable Regulatory Services Thomas F. Geiler, Director , HAM UL Leg Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,NIA 02601 Offiicc: 50S-862-4644- Fax: 508-790-6304 Installer Designer Certification Form Date: n Sewage Permit# ZQ -I Assessor's Map\Parcel 00/ D2Designer: Ky e t4 / t installer: nn QQ Address: r�/ Address: . W.Q P56X 72 5 On was issued a permit to install a ( at (installer) septic system at � / 5 '�' based on a desiam drawn by (address) Day,KIP�q Aq I� dated (designer) I certify that the septic system referenced above was installed substantially according to the desim. which may include minor approved changes such as lateral relocation of the distribution box andior septic tank. I certifv 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 certif as-built by esigncr to follow. OF 4fA X c DA R (Instal er's S1g- re) 1140 H TTA J� ANITA (Designer's Signature) (Afftx Designer's Stamp He e) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT r_ARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH UIVI$10N. THANK YOU. Q: Health/Septic/Designer Certification Form 3=26-a.doc I Town of BA>rnstable. P# °f Department of RekWatory Services J.PublicrHeat#h Division Date_ 163g6 ems$ 200 Main Street:Hyannis&i 02661 � °�ffD A/At a Date Scheduled / Time ' I tee Pd. Soil Suitability Assess�mejt fob Sewage 1spon. s7 L r Performed By. ._ a �f ✓� '"t ' Y"�� Wttn y I LOCATION& GENERAL;INFORMATION LocationAddfe$s_3-7_ Owner's Name %/4k Pj@4pP_97745Y I* XV Address Assessor's Map/Parcel: �j /� ®(�' { Engineer's Name��YYeA N(, M e Ljr''�- NEW CONMRU#jON REPAIR >a Telephone# SO? 362—Z Zz � -Land Use l m Pal i Slopes(95) 1� - Su rfaceStonesr eS Distances from: Open Water Body >, zsb ft Possible Wee Area �"�ft Drinking Water Well Drainage Way ft Property Line ft Other - k'4 ft x G —0 SKETCH:(street name,dimensions lot,exaetlocations of te)ct,hoit &perc ests,locate wedands.in proxitnity to holes) r,) s I I :3 ��3zpz- Exist. � / et, _ y Spokse es' -.I i" y \ \ II I COMMONWEAL7N ELECTRIC COM#ANY EA&ENT 180' WIDE j o Parent material(geologic) lla7^�� t Depth to Bedrock Depth to GroundwaRer. Standing Water in Hole:' nA/ Weeping from Pit Face _. Estimated Seasonal i4gh Groundwater D TE TTON FOR SEASOkAL EaGH WATER TADLE Method Used: Depth dbperved standingiin obs:hole: _ln. Depth to Sall Inottles: In. Depth toiwce ing from side of obs.hole: in. Dioundw►tter Adjustutent 1t• p p Adj.UroundwaterLevel,..e Index Well#� Reading Date: Index Well level.-. .,. Ac�.factor,-,.._._,._ PERCOLATION TEST Date I c 'xltue lA R+�1 Observation Time at 4" N A Hole# Iw. D�P t0•S 46 Time at 6" epth o Perc Start Pre-soak Time. p2� _ Time(9"-6") - b End Pre-soak Bate MinAnch Site Suitability AsScAmenC Site Passed Site FatledR Additional Testing Needed(YIN) Original:.Public H41th Division Observation Hole Data To Be Completed on Back ***If percolation test is to be conducted within 100'Rof wetland,you must first`notify the . - —t . - nf land nrte'?(l htvP.ak prior to beginning. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon, Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel Ot(- l0" I o jA j_ _4A_ - �or► 42.► g � �.s$ DEEP OBSERVATION HOLELOG Hole# Depth from. SoiINorizon.. ,.. Soil Texture Soil Color Soil Other Surface in (USDA) (Munsell) ,. -. Mottling ,(Structure,Stones,Boulders. ' 'Consistenc 9b Gre el joy Y N' 401, o"-C &'', F,4'e' - Ad 2::5 Au DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, o Gravel sag 112" �-z I 1 Ke .Sa�� I Z�SY7ly 1 lovk DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Ul Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. ra I fl O31v NIA Lo`'- 3`► 10Y2s'/g -4 `' �� to 6l$ 45`� 1146 G 1, e- „ Z;gY7fy Flood Insurance Rate Mai): Above 500 year flood-boundary No Yes Within 500 year boundary No X 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? _Y_,!�s If not,what is the depth of naturally occurring pervious material? Certification I certify that on OAq (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 training,expertise and experience described in 3.10 CUR 15.017. Signature Date "1 3 Q:ISEPTICIPERCFORM.DOC �y�j�� � Town of Barnstable P# 9d�� �THE Department of Regulatory Services > > ��H>� ; Public Health D1VDS1®1>1 Date MAEs 200 Main Street,Hyannis MA 02601 Date Scheduled /d '� �00o Time Fee Pd. Soil Suitability Assessmentfor Seepage Disposal Performed By: Witnessed By: LOCATION & GENE,RAL MF®RMATIQN Location Address Owner's Name l//e/"/ �"Q!�Gr// 4 ��t�tK Address Assessor's Map/Parcel: 3,3 'OS-0 UOI Engineer's Name 0 LA)A_ � n( NEW CONSTRUCTION REPAIR Telephone It �0� 6(J. —`"�G Land Use 1���'� ^ ' � t`' Slopes(%) 8—6}�A� Surface Stones ���'�f�Al& Distances from: Open Water Body A— ft Possible Wet Area 04. ft Drinking Water Well ft Drainage Way Alk ft Property Line 20 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) Al i Parent material(geologic) Depth(q Beclraek, �g Depth to Groundwater: Standing Water in Hole: Weeping from Pit Plice j°�'°` - Estimated Seasonal High Groundwater N/A i DETE VIINATIGN FOR SEASONAL 111011 WATER Tl�'.A1�LE Method Used: a Depth Observed standing in obs.hole: _- _ In, Depth to soil MOONS: T III. Depth to weeping from side of obs.hole: In. Groundmiter.Adjuglment Index Well# Reading Date: Index Well level Aril.factor T Adj.Oroundwuter Level e PERCOLATION TEST �t,te�a �'i<'lttt� t Observation Hole# Time M n" Depth of Perc / � 'r Time at 6" Start Pre-soak Time @ Time(9"•6") End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed _ Sitc.Failed: Additional Testing Needed(YIN) . 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 beginuing. QAS EPTIC\PERCFORM.DOC =- DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Surface(in.) Soil Color Soil Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Con istenc % ravel • G/�'t� s`� e'�,I'/'�-�P,� ate"''"' 13, a ��i�" •w�ills' v'� / � �, � �1 �`7C'PJC�v ... Depth from DEEP OBSERVATION HOLE LOG Surface(in.) Z Soil h Soil C orizon Soil Texture Hole# Color Soil(USDA) (Munsell) Mottlin Other g (Structure,Stones,Boulders. Consis e c %Ora el Z '/Pis el r 2— L ;; ,. 1 yew Depth from DE D B OBSERVATION HOLE LOG t Soil Horizon HOIe# Surface(in.) Soil Texture Soil Color —""-- Soil (USDA) (Munsell) MottlingOther (structure,Stones,Boulders. Co siste cy. a Gravel D]E]E1P OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Hole# Surface(in.) Soil Color Sall Other r (USDA) (Munsell) Mottling (Structure,Stones',Boulders, Consi ten J6 Qr-ayph. Flood Insurance hate Ma . Above 500 year flood boundary No_ Yes _ Within 500 year boundary No Yes Within 100yearfloodboundary No� yes Dept 1th of Naturally oceurrine]Pervious Material Does at leas[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? Certr— fi—cation I certify that on (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 training,expertise and experience described in�10 CMR 15.017. Signature a.� e` Date . Q:1$EF'I'ICU'ERCFORM.DOC 4 4*M down cape engineering inc FAX NO. :15083629880 Apr. 13 2009 09:59AM P1 90 l� I)cpartincnt of Regulatory Sra•vece•s - --- l uAnrvrrcAlrts, = Public health Division Date_.. 7- 1{S�R4 200 Mnin Street,I'rlyamiis MA 02601 ]_)ate Schcdule� /O otDOO )Fee lI'fll,.---• Soil ►S'uitubility A,ti",vessment,for Se-til age .Disposal A>ic1219-AyD/ Pcrffv-mcd 0y: W LOCATION' &: GL+'MURAL INJ[IORMATI-QN -- ' L xatlori Address �L✓ J,/ /Q.�4 Owner's Names f�1e-l" �"'F2 y l•r//G� Address Assassur'a Map/Forcer J�J / �'�l7 7 �U� l:uglncer'a Namc .�B r- �lJ�. NBW CONSTRS 1("!'ION - REPA)K _ — Tf ephune 11/S U� 6 Land Use \�17._J.1J,;::. = -�-• -_ ... slr,pe-5 ),._ �"� Surfncr.Slones.._ . Ui6lirncoL from: Open Wale,Andy _/11/.y� _...,Cl Pu.gvihtc Wef.Are,7 "A4. R Drinking Water Well J—V..#7". it DIAibage Way_:� _ .ft Property Un,: �'`-•'� _ ft Oiler, / dimeuslnns of lul.ocact locations of tost IIMes bt perc Irals,tocaLe Welluudq irr proxinvty Ill 111.11cs) �p 9'' V !�• �!1`i'r,-�!'t 'fir 4/`.r,•%;.�` • I f� P hkr-nl luaterlal(geulugte) `r'i� ;llE.t•ct,1.-1�..... Depth to lietb-Oelt -- Depth to O,oupdwater: Sntndiug Water in Holr.:— �!¢' Wrephtg!roll)Pit IIflJft d!P� U-Mili tcd Seasonal High Groundwater .o:u;rE I NA.I'J 0N YOR SEASONAL MGH WAT.ER TABLE Method Usekl: Depth Observed ohtnchng in ubs.Ilnle:.-_—„_,.. In, Depth to soil IMIC110:_„•- in, Depth to weeping frcm,side of nhs.hulc; Ill. drtwnd%yMo Adjualment Index Wcll It Rcudkg,Bate:__ de. level AJ.I1letor� Adj.Clroundwntar bevel,,...•., - PEI RCOLATION 9,'.4ST Obscrvatiuit �, - [-Tole ll rr .. ,.. 9'In10 al rJ" -,�_,•,'.__. .......__....r...-- dA a°� I,n,I'at 6" Depth of Pcrf- �� ti Start he.wmk Time(0 1'"tfne(y„_ri") •---.,... End Pic.soak- --- Rate Min./fuck — Siir uiiability A:::usment: Silo Passed� .. _— Silq+failyd:„ ........ Addillunnl Testing Nrrded(Y/N) Ori);bml: Public Heahh 1)ivi.•.ian C)hscrvrCtion Flab Dli(Il'I'n 86 Cnmplctt-d nn Back-- - - *'I°*If Pea culc,tiou test is to he coliductc(.1 witl)iu 100' nF wethuul,You Must first uuUCY L11C. :Barnstable C;onsc.I;-vrttion Dlvigiol] it Ickist i)nc (1) week prior to bcgi.Ri:lii.tg. Qa56P'1'tr\ht!1'c<'rARAQ.UOC - - - „�ADM bdown cape engineering inc FAX NO. :15083629880 Apr. 13 2009 09:59AM P2 cpth burn Soil Horizon Color Soil n Ii- ole# n —� Soil Texture Surface(In.) Other (LI,SC)A) MunaeU _ f ) Mottling (Stntcture,Stones;Boulders, Z— Q� - 'QSId>a9IL•tley,�'USIfL�'Sl) . . HOLEF]oJc it �_ I,)cprlr fi-om lZon tinlltdn, zrnt Snrl'aee til'r SMI Color' Soil (USDA) 41hur —.....—_— — (Mansell) Mollliug (Structure,Stones,houlrinrs. • C,:'a.--�h �C� ^"�-- ,t”, �, • —����•--..—..—._ 'olLYiSte�Sy.�.�ilfitYeh_—. AF —.. .!,';+ lam. fir• _._,_... --.Aq,d _., _•_max,— 2,�;..�� ... _ -- 1)r 1C'P OBSERVATION 110LE LOG_ — Lleiuh fi J". 3011 Hn,izon Soil Texrurn SurP:rco(ht.) Sail Coln[ Soil Othrr —--— (USDA) (Mansell ' — —.-- —---- ) Mottling (Srn[cturc,StOues,ldnulaars. — r'p�,gibre _...�—_._ D1✓.r..P 0I3S.L'iRVATTON1-.TOLE, LOG'. i�o.Je# L�epfh frnni Soil Hurizou Snit Texture SurPu n(!n.) Suit Color Sol) Other(USnA) (Munul) -_— —„— -- ) MMtling (Srructura,9tnnc6;Aouldcrs, &'ieodl fnsetranre Rate 1�Pn�t_ Above 500 your flood brntndnry Nn.—. Ycs /1, Within 500 year bourul iry No.- Yes wirhin 100 year flnrxl buunAary No _ Ye's ](�epttil ark Ifill-ally OecInrrin P rviou. Materli11 1)nes at least fotir d'cet of nnt'urally occurring pervious material exist in all deeds observed thf•oughuut the area prnposed for the soil absorptiiiii ayyteirl? ` �• __ lf'"lot, what is the depth of nabrrally occurring, pervious matar1017 (�a:r`tiftic,�,tlgn 1 certify that on —ae-c_`p �._(elate)I have Passed the soil cvnlurllor cxaminrtion appruved by the Dr--partmont ref Lnvirournental.Pmreclinn and that.tile. shove 9nelysis WAS per rn fored by me consistent with (lie I-e quired trltining,expertise and experience descriired in 310(-`.MR. 15.0.17. 4,1:1.`Ct'TIC\Pt3RC.:1'rURM.Tl'OC - - - - No. �J`+--C/ vR ✓ 1 - Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,, MASSACHUSETTS 01ppYtcation for 30i5pozal otem Cottgtruction 3permtt Application for a Permit to Construct( )Repair( )Upgrade don( ) 0 Complete System ❑Individual Components Location Address or Lot No. wner's Name,Address and Tel.No. Assessor's Map/Parcel ' e2LYivc fioL Pj�/Y,e(-,�jr Installer's Name,Address,and Tel.No. P&:4 oW j0 Designer's Name,Address and Tel.No. CAR-ti� 0 5 #ILA*) �"`.J (",A>E LNG, e0/ 139 MAjW St. Ak- , 1-4A 6a6 -)1�7 Type of Building: Dwelling No.of Bedrooms Lot Size SjJ sq.ft. Garbage Grinder( ) Other 'Type of Building As= No.of Persons Showers(&) Cafeteria( ) Other Fixtures Design.Flow l 6gk C1/O C Di) =y y0 gallons per day. Calculated daily flow yo gallons. . Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil 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 Certifi- cate of Compliance has been' su by thi oard o It Signed Date 7lG Application Approved by Date Application Disapproved for the following reasons Permit No. t9m 5 —0 Date Issued 0 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector --------- -------------------- --- _ __ No. C= ®Fee THE COM""ONWEALTH OFIVIIASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS Miq;pool bpe;tem Con5tructiou 3permit Permission is hereby granted to C n truct(><$epair( )Upgrade( )Abandon( ) System located at _ C V m and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditi Provided: Cons uction must be completed within three years of the to of t 's pe it. Date:_ /�/�� Approve ^ ..._� � « is �F • �h� � y,/ � $� r No. Fee 150 THE COMMONWEALTH .1OF MASSACHUSETTS Entered in computer: Yes + PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS tp 01ppYication for Mfi5pooar *p5tem Conotruction Permit "- Application for a Permit to Construct( j Repair( )Upgrad (, A andon( ) ❑Complete System El Individual Components Location Address or Lot No.�,R/S ov ©wner's Name,Address and Tel.No. �Q Q:26 t1 - s7 Assessor's Map/Parcel Installer's Name,Address,and Tel.No.A4-i,,l 1W Designer's Name,Address and Tel.No.Ca2& O S {,L A, � . 601 939 1w .57. YAk- 1`4A aa6 �� Type of Building: Dwelling No.of Bedrooms Q Lot Size V s6 sq. ft. Garbage Grinder( ) Otfier, Type of Building �L 5. No.of Persons �/ Showers(ice) Cafeteria( ) -„ Other Fixtures a _ Yf/o Design Flow, y gE��//4 C ���=��yy gallons per day. Calculated daily flow gallons. ' Plan Date r Number,,of sheets! Revision Date Title f ')Size of Septic Tank /500 / / ' / Type of S.A.S. -c:;.Q Description of Soil . Nature of Repairs or Alterations(Ans er when applicable) ` Date last inspected: ' . a Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.theprovisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been'ssued by th` - oard o lth._ Signed Date- ?16< Application Approved by \ Date �7 Application,Disapproved for the following reasons, Permit No. C5 $ Date,Issued ,, �.. - .,., _ter`'"""`;._ ._——— - — THE"COMMONWEALTH-F MASSACHUSETTS BARNS'fABLE, MASSACHUSETTS 1 Certift'Mte yof Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( )Repaired( )Upgraded{ ) Abandoned( )by at ..—his been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer S Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector Fee - THE CC�NII��r.�'��`�"!'��.ALTH-OFiMASS/Ai:rii�SET15: PUBLIC HEALTH DIVISION - BARN STABLE, MASSACHUSETTS 6 W5pozat *pgtem CbnotrUction permit Permission is hereby granted to struct epair( )Upgrade( )Abandon( ) System located at CoTr S C V rn N'14i 1 C and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Cons1ruction must be completed within three years of the date of thi pe it Date: � �/� Approved'b�_ o-97 Z �U p t w II fl A _ 19 I �9 , O i. . o-�Z Q F U Q N C z go a N N -- 0 v- --- ------ o7gz p a.. y"l ugoNul, Ina UiGB'!b oauwr rtow 42 b ALnar. 1 � / 12 LOCARM uM(No SCALE) N f _ ( bQ PROP.DKL.. rF- x.O ?� „ DENCHMARIC TOP OF TEL RISER ELEV=71.44' PROP. _ �• . cAR. 6 � � ' Jv ELECTRIC EASEMENT ;'�O45'o4j �A i ELECTRIC EASEMENT ll2 IRIS liCL LANE i tit - n - n U st PROPOSED LOT AREA 11 4-IM4 SF z2209 1EVATION APPROX. NGVO MUNICIPAL WATER IS AVAILABLE 1F FLOOOZONE C ASSESSORS MAP 334 P/10 51 & 50 ZONING: RFI (FRONT- 30'. SIDE. 15% REAR. 15') SITE PLAN r y�` r ! fit' �` , , FOR HIS ORI INt UR �1LY� nA , OF i''r� _ _ f :�t PROP. LOT, IRIS LANE ARNE 3 �n� W uc TOM OF: BARNSTABLE f 4�►t� / PREPARED FOR: JONATIMN TYLER ARNE H. PE. PLS � DATE 30 O 30 60 90 Feet -056 SCALE I n 30' DATE JANUARY 4. 2005 I ` 4,0 GIBSON. RUSSELL A dR JAMlE 1 Ullllty KlNCMAN, ON rr f KING4lAN, tAURFN M' ?96 OA'KMONT RO 11 Poles 1 I 317 OAKAIONT RD 3 298OUTHPORT, MA 0?67Q CUMMAOU/0, MA 02., 8 N 141J00' V ^ 9�73' /D ,r. f8 H 0 h F �" "�'T �' to J � r� l ' -�• � � h� Form©P (r�OPG1AOp III IJ lei,>4 „� b ` • r (�oi 12 rl 1 I III y Lot 3` �f n j Lot I h = 4° Areo=43561 Sq. Ft off: �—� =Q dog �. I 1 h Or r.; o ` t� �a ��. Areas51,873.' Sq. Ff. i 1 I I Lot .2 f.00 Acres '3 Or 1.19 Acres II I N Area=4J,569f Sq. r (U (Shape=15.58) � o..^.. Or k) 1.00 Acres DOck I (Shope=16.74) � . 01 m I r� Ih Exlst. � Dpmlltng it 11 s w 7 Iris °n T CONNOR% .0'0 Zvi 200 CLARENDON S I� I k SaTON, MA 0?tt6 -G,► 23.14� .� I/'JS • (50'IKde — Prtwto) Lane (Pone Surface??'*de) I t tis viaay � .. tool" ufdlty Pole - ZONING SUMMARY _ OWNER OF RECORD ZONING DISTRICT: RF-1 RESIDENTIAL DISTRICT SALO a TRAMCK P.O. BOX 216 " L„A P MIN. LOT SIZE 43,560 S.F. WEST HYANNISPORT, MA 02672 MIN. LOT FRONTAGE 20' M►N. LOT WIDTH 125' JONATHAN TYLER MIN. FRONT SETBACK 30' P.O. BOX BO MIN. SIDE SETBACK 15 WEST HYANNISPORT, MA 02672 BARNS MIN. REAR SETBACK LE�B ANC. MICHAEL J do KATHLEEN M =BEING A-RECOA$'IGURA 7701 295 LINCOLN RD it _ t ^11%1 IQ KAA.P� HYANNIS,-MA-02601_.^~' 1 *� io a" pncSnoaUt, ma ----- .1.- --- - '-- -- -' OAXUCHT ROAD er ALOI£A / 12 LOCATIM MAP(NO SCALE) DKLL 1 IF- Ito /< OENCHMARIC TOP OF TEL RISER �- ELEV-71.44' PROP. THI 6 9 ry .ypir ELECTRIC EASEMENT �'b b�•^p` ti ELECTRIC EASEMENT a � T alto IRIS LANE u PROPOSED LOT AREA 11 43684 SF ?�z09• FES: \ � _LEVATION APPROX. 14GVD �6` MUNICIPAL WATER IS AVAILABLE FLOOOZONE C p ASSESSORS MAP 334 P/O 51 & 50 ZONING: RFI (FRONT: 30'. SIDE, 15'. REAR. 15') SITE PLAN i� FOR HISTORIC FILING PURPOSES ONLY r� `OFc PROP. . LOT, IRIS LANES f ARNE W THE TOMN OF: BARNSTABLE U OJAIA q I PREPARED FOR: JONATIMN TYLRR ARNE H. PE. PLS -� DATE i0 O 30 60 90 Feet —055 L ` SCALE: ) a 30' DATE JANUARY 4. 2005 S PAE--9— _ . l �f tj CLARKE [xOPYA 61 -%K RUSSEU A JR&.AAALE L Utdtitr ACAVdUN, R0�1?T F K/AGwAIK LAL4vDv Af P O BOX 422 258 LbUCIfQVT I?D I I Po/e�s 1 I 327 OA MOVT RO C UMMAL7M MA 02637 3 YAtbtOU7HPgRT, AIA 01675 I I I d/AMtAXJlO AMI 02737 'g N f4S3'00- N 078rT40 E 12 - y�% GS/GN SI73' .=. J8274' N 095055"_E `35.22 ??Sg4'f:'9f1' 1 _ 7 Lg/Cw ; as II Ii z hI % r aus Form@� , II I I o I$ I , 4 nFormq©gr g •� e° $ L,O� �� I1 I r o Q�F r 1 IW L,OO UN7 n, Y RrVi7HP6 Per AM 02675 C f Lot 3 ,' 0 Lot f �h c v II h aQ m A v 6 K DO=4. 561� S¢ or Area=51,8�t .S¢ Ft. i I r I W Lot 2 ' g W vi o , 1010 Acrw o mA rn ! < ` > I! I I a z <57tope=21:6.3) _ o ! N Areo-4.1569f FL 1558 a Co n Or ' ' ! vd* 6.74) •4 g C (Shope-1 D o Ai $ a, / D� �I ^ N I � � � � I�g N� •-0 o b, 117.2 p7 ,Low — P 1 I ? s 10174:",w 25SLL5' V ® ` L f 1fQ54' II I �3 .09 16a6r ! 2.IW g* BM IS 5 _ ' ' S f?749?"w Irl It (50'#)b* —�U) Lane BR GNIUNTY STRB OF O ED5 A TRUE COPY, TTEST R2, uPtlws uta,Yr Z0MG SlAl�MA" OWNER OF RECORD P� j JCHN E.MEADE,REGISTER ZONING DISTRICT. RF-1 RESIDENTIAL DISTRICT LOTSAMUEL 7RAyMAgt P.O. BOX 216 MIN. LOT SIZE 43,WO S.F. WEST HYANNISPORT, MA 02672 ���� ® "� ���� MIN. LOT FRONTAGE 20 �. MIN. LOT WIDTH 12T JONATHAN TYLER MIN. FRONT SETBACK 30 P.O. BOX 80 IN MIN. SIDE SETBACK 15 WEST HYANNISPORT, MA 02672 MIN. REAR SETBACK 15' LOT 12 BARNSTABLE, (CUMMAQUID) MA LEBLANC, MICHAEL J & KATHLEEN M LOC M� 295 UNCOLN RO Ww HYANNIS, MA 02601 BEING A RECONf7GURAAON OF LOTS 12 & 14 PLAN BOOK 400 PAGE 82 SCALE 1"-208S REFERENCES PREPARED FOR ASSESSORS MAP 334 PARCEL 50 do 51 LOCUS IS WIHIN FEMA FLOOD ZONE C AS SHOWN DEED BOOK 18622 PAGE 217 JONATHAN TYLER DON ATED COMMUNITY UNITY5.ANR #25000' 0011D DEED BOOK 11871 PAGE 100 BARNSTABLE PLANNWG WARD PLAN BOOK 400 PAGE 82 APPROVAL UNDER ME SUBDIV190N SCALE: 1' = 40' DATE: JAN. 12, 2005 /. CON7R0➢- LAW IS Nor R£OU/R£D +o o +o so I20l•«7 OATS 4N)IVA-lei", -01. some ACCORDANCE CERTIFY THAT THIS PLAN WAS MADE IN REGULATIONS EFFECTIVE JANUARY DEEDS _-F. - t 1976. AND AS AMENDED JANUARY 7, em Sm sM-400 j ¢own cape engineering, inc. t Bavn B NO DEIERAMNA7iOV AS .112 yCOtPUANCE ARNE WfH THE z7JN/NG OI?DaVWtT H a CIVIL ENGINEERS yommo REOUMMiN7S HAS BEEN MADE O? --i i � y INTENDED BY 7w ABOVE iWDORMNEN7. _ _-_/ LAND SURVEYORS ' � n DATE:, ARNE � W9 main sl yarmonlhport, m$ 026"!5 1os- FOR REGISTRY USE " os-o 1�ny"x�uMa 1 1. z; •. j . 44 77 r. i Q r 1 't 1 t j z w 1 - - ail • a F i .I• � r S ! � l � .�p r + d y 1 . I IJVP - � t .. - • l a w r �_ .:. . �?.00 I'-L-po, v 1. ... W O � � aI I. 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C _�l .. \'t ob G ' t s, # a �J nr f. { r 1y. . c e` ,f S 1 ye 4n �. n Y 4 L n !jh !] ! 4 'j J Y ,, h' 1 F ,.. _ .. `. .: { .� - tituaae NONYttJN.�ft7aN `• %1:hld/li 8 SJ1HdbN00�ld3 r : r - s< .. .;_.:.. .w..:::.:.1 :....Y I4..f..:,i.,.k I..,._'�y .: ........ .�:..- >T Fvd.T�.,.:...,,4 n. ,fit,': :r...,...- '_, -._. ,... ..r f .«..... �, t..v.. ... .. ..<.. ._ ,.�. ..... s.. �5:. .. -.v.�'t h..... ♦,... ..r. ..+,.,,-. C ' !. w : 8 _..IGO r.�o ' 7 { rg CO Pi j d m /1`` HAT 4... - I Q 1�. q` . N ; I V 1 V y � �� 1 I � io �•II {rr��9!! �. T f� vp Lp VIA Air 'f r IF 1 , Ell I� y ,ot-b o W r I � �• • f I I �• � I I �I :Y 1 � 1 ka" 1 lid 4bnlSOt ....ref ���_ -�•� aimed; ��Q� :�:��r�- i ,li � � I� TOP FNDN. AT EL. 71.0' SYSTEM PROFILE PROVIDE INSPECTION PORT NATHIN ACCESS COVER TO WITHIN 6' OF FIN. SCAMN. GRADE (NOT TO � ACCESS COVER (WATERTIGHT) TO 6' OF FINISH GRADE /F69.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE 2X SLOPE REQUIRED OVER SYSTEM 65.0 -66.0 y` 2' DOUBLE WASHED PEASTONE �LOCUS RUN PIPE 68.0' FOR FIRST 2' f ,- PROPOSEMIL66.75 3 MAX. 67.0' GALLON ' TEE 63.0' dX TANK (H �` 2_rJ s2.sT 0000 0000 62.112' 0000 0 0000 (�X SLOPE) �6- CRUSHED STONE OR MECHANICAL 0 0 0 0 C3 0 0 0 C3 MIN. > COMPACTION. (15.221 [2D MIN 0 0 0 0 0 0 0 0 0 c 60.17' DEPTH OF FLOW = 4 (16 X SLOPE) (L% SLOPE) 3/4" TO 1 1/2» DOUBLE WASHED STONE TEE SIZES: ALTHFJ INLET DEPTH = 107 OUTLET DEPTH = 14" 10.9' FOUNDATION- 12' SEPTIC TANK 25' D' BOX 12' LEACHING FACILITY LOCATION MAP NTS NOTES: BOTTOM TH 2 EL 49.3' ASSESSORS MAP 334 PARCEL APPROX. NGVD ZONING DISTRICT: 1. DATUM IS YARD SETBACKS: 2. MUNICIPAL WATER IS AVAILABLE FRONT = 30' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) SIDE = 15 DESIGN FLOW: __4 BEDROOMS 110 GPD = 440 4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 10 ( ) GPD REAR = 15' DESIGN LOADING FOR D'BOX & CHAMBERS TO BE AASHO H- 20 USE A 440 GPD DESIGN FLOW PLAN REF. - BK 597 PG 2 5. PIPE JOINTS TO BE MADE WATERTIGHT. SEPTIC TANK: 440 ' GPD ( 2 ) = 880 FLOOD ZONE: C 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 1500 ENVIRONMENTAL CODE TITLE V. USE A GALLON SEPTIC TANK 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT LEACHING: TO BE USED FOR ANY OTHER PURPOSE. SIDES: 2(33.5 + 12.83) 2 (.74) = 137 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 33.5 x 12.83 (.74) = 318 TEST HOLE LOGS BOTTOM: 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT AH OJALA, PE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED TOTAL: 615 S.F. 455 GPD ENGINEER: FROM BOARD OF HEALTH. USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR WITNESS: DONNA MIORANDI, RS EQUAL) WITH 4' STONE ALL AROUND DATE: 10/3/2000 PERC. RATE _ < 5 MIN/INCH CLASS I SOILS P# 9056 N 'x^o oil IVE60' 0" Q 63.8' ^Z, O/A O/A DIRECT ALL RUN-OFF AWAY DARK BROWN^~ FROM FOUNDATION 2 2„ i � E E MS MS 4" 1OYR 6/2 4" 1OYR 6/2 B B �^ o; LS LS 28" 1OYR 5/8 61.6' 3213 1OYR 5/8 61.1' PROP. C1 DWELL IF 71.0 BENCHMARK MS FS = ?R TOP OF 2.5Y 7/4 TEL RISER 48„ 2.5Y 7/3 108" ELEV=71.44' _ PROP. ? � � � C2 C2 PERC GAR. LS LS ° TH 2 8 78>, 2.5Y 6/4 144" 10YR 5/8 s9 1 TH1 C3 MED/COS C3 MS � ca \ � 4 & GRAVEL 2.5Y 7 4 Nra \ ` II 132» 10YR 6/8 53.0' 174» / 49.3' / `D \ PR NO GROUNDWATER ENCOUNTERED 64 ELECTRIC EASEMENT PROP.%CW WRH CHARCOAL EILTM `p AND BUGSCREfN (FINAL PLACEMENT er CONTRACTOR WITH HOMEOWNER II CONSULTATION) / CO t ELECTRIC EASEMENT u� llz iIW IRIS uQ LANE ,t a ►, o o LOT 2 11 22224, 43,569 SF TITLE 5 SITE PLAN - oF 27 IRIS LANE koA_7*� 3 IN THE TOWN OF: BARNSTABLE PREPARED FOR: SAM TRAYWICK 30 0 30 60 90 �r li'L` I SCALE: 1„ = 30' DATE: MARCH 8, 2005 off 508-362-4541 fax 508 362-9880 1 �'_ down cape englneer ng, Inc. 2��LtHaF�+as�� ���tHOFar�ssd ARNE ARNE H y�� �' � ^ �+ CIVIL ENGINEERS ' O H. OJALA JA VIA -4 LAND SURVEYORS POD 2 B� . 30792 939 main st. yarmouth, ma 02675 04-056 LOT2 OJA F� ti� �.5. DATE - TOP FNDN. AT EL. 71.0' SYSTEM PROFILE PROVIDE INSPECTION PORT WITHIN � CESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALD ACCESS COVER (WATERTIGHT) TO 6' OF FINISH GRADE A69.�Q'�jMINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 65.0' -66.0' oy 2' DOUBLE WASHED P ONE LOCUS 68.0' FOR FlRsr 2IEVET 3' MAX. PROPOSED j,500 v, 67.0' GALLON SEPTIC 't, 6.75 ITEE 63.0' OAKMONT ROAD TANK (H- 10 ) AS 62.5' BAFFLE 62.6T �� o E7 C3 E3 O 0000 0 62.112' ppaa E3 C7O � C3 0 (�X SLOPE) �6' CRUSHED STONE OR MECHANICALED � E3 E3 E3 E3 E3 E3 E3 MIN. COMPACTION. (15.221 [2]) MIN 1 CJ 3 E3 E3 E3 E3 O C:l 0 60.17' DEPTH OF FLOW 4' (16 X SLOPE) (L X SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE TEE SIZES: ALTHEA INLET DEPTH = 10" OUTLET DEPTH = 14" 10.9' FOUNDATION- 12' SEPTIC TANK 25' D' BOX 12' LEACHING FACILITY LOCATION MAP NTS NOTES: BOTTOM TH 2 EL 49.3' ASSESSORS MAP 334 PARCEL APPROX. NGVD ZONING DISTRICT: 1. DATUM IS YARD SETBACKS: 2. MUNICIPAL WATER IS AVAILABLE FRONT = 30' SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. SIDE = 15' 4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 10 DESIGN FLOW: _4 BEDROOMS ( 110 GPD) = 440 GPD REAR = 15' DESIGN LOADING FOR D'BOX & CHAMBERS TO BE AASHO H- 20 USE A 440 GPD DESIGN FLOW PLAN REF. - BK 597 PG 2 5. PIPE JOINTS TO BE MADE WATERTIGHT. SEPTIC TANK: 440 GPD ( 2 ) = 880 FLOOD ZONE: C USE A 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. GALLON SEPTIC TANK 1500 ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT LEACHING: 74) = 13783) 2 (5 + 12. . TO BE USED FOR ANY OTHER PURPOSE. SIDES: 2(33. TEST HOLE LOGS 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" BOTTOM:PVC. 33.5 x 12.83 (.74) = 318 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT AH OJALA, PE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED TOTAL: 615 S.F. 455 GPD ENGINEER: FROM BOARD OF HEALTH. USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR WITNESS: DONNA MIORANDI, IRS EQUAL) WITH 4' STONE ALL AROUND DATE: 10/3/2000 PERC. RATE _ < 5 MIN/INCH CLASS I SOILS P# 9056 N h Q ELEV. IV O/A O/A DIRECT ALL RUN-OFF AWAY DARK BROWN ^~ FROM FOUNDATION 2 2» o E E MS MS 4» 10YR 6/2 4" 10YR 6/2 B B Oi LS LS 28» 10YR 5/8 61.6' 32" 10YR 5/8 ` 61.1' ' PROP., Cl Dw1. Cl TF = 71.0 BENCHMARK MS FS ' �Rs TOP OF 2.5Y -7 ' :v TEL RISER 48» 2.5Y 7/3 108" / ELE V=71.44' PROP. C2 C2 2 � � �' E,ERC 18 GAR. LS LS TH 2 78» 2.5Y 6/4 144» 10YR 5/8 8 s9 TH1 C3 MED/COS MS (o a & GRAVEL 2.5Y 7/4 132» 10YR 6/8 53.0' 174" 49.3' / �D � PR I NO GROUNDWATER ENCOUNTERED ° A ELECTRIC 64 I EASEMENT IO cow 1 +1 PROP.VENT WITH CHARCOAL FILTER �I \II _. AND EILWC (nNAL PLACEMENT ar / /� CONTRACTOR WITH HOMEOWNER O CONSULTATION)00 / 'I Il ELECTRIC EASEMENT n� IIZ ll� IRIS ;;Q LANE to llW It LOT 2 11 22224, 43,569 SF a TITLE 5 SITE PLAN OF IRIS LANE � IN THE ,TOWN OF: BARNSTABLE PREPARED FOR: SAM TRAYWICK 30 0 30 60 90 SCALE: 1" = 30' DATE: MARCH 8, 2005 off 508-362-4541 fox 508 362-9880 en ineern , nc. � � � ©FM�s�o "0F'�$�. down capei i , b°� b°r ARNE �c d�� ARNE H cy�s CIVIL ENGINEERS �""�` OJA iL H• 0 ^OJ VIL N LAND SURVEYORS No.2 . 8� -0 . 30792 04-056 - LOT2 939 main st. yarmouth, ma 02675 " OJA S. DATE 0 I GENERAL NOTES: CB/DH/FND/TIPPED �'� LEGEND 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 8. PROPERTY IS NOT LOCATED IN A ZONE OF CONTRIBUTION. N BOARD OF HEALTH AND THE DESIGN ENGINEER. .ti SITE2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 9• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY �`�� PROPOSED CONTOUR OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 98 PROPOSED SPOT GRADE LOCAL RULES AND REGULATIONS. CONSTRUCTION. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 10. 48 'HOUR NOTICE FOR ENGINEER CERTIFICATION '0� ` ,. / �'`� ... EXISTING CONTOUR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 11 . NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING �'� OAKMONT ROAD DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 12. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING ' - .... �- :; t.,, EXISTING SPOT GRADE 13. ALL PIPING TO BE 4" SCH 40 0 1 8" FT UNLESS SPECIFIED OTHERWISE ALTHEA DRIVE FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ) ENGINEER BEFORE CONSTRUCTION CONTINUES. 14. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER. - --- ` �' --- - EXISTING WATER SERVICE i STK/TCK/FND r 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 1 i r . � r` r .,,, \,_l, � TEST PIT 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF $ A�. THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF T / t ROUTE 6 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. LOT/BPO�E-LINE 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. ; 1 ! i ; ✓ s .... . _. _ SITE LOCUS DESIGN CRITERIA d ` T/BPOLE-LINE 'QO NUMBER OF BEDROOMS: 3 BEDROOMM DESIGN PROPERTY IS NOT IN ZONE II SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) ��_.. f= 1 T LOT/BPOLE-LIN t i / H-4� DESIGN PERCOLATION RATE: <2 MIN/IN DAILY FLOW: 110 G.P.D. ZN0FMI i _ /o \ ,� _..__...._ ...... cB/D /FND DESIGN FLOW: 330 G.P.D. ���TERRY cyG�� '� II `� Ct •� GARBAGE GRINDER: NO (not designed for garbage grinder) ANN N w` y ,. ° WARNER g 11 i t �, , _._. `.� ` ``� CB/DH/FND No.38721 SEPTIC TANK: 330 gpd x 2 = 660 gpd USE NEW 1 ,500 GALLON SEPTIC TANK r c �, p seed. -` LOT/BP -LI Benchmark set (330) = 445.94 S.F. f� �, 1 B-PDT /EA �h `°p 0Ri1.Lr b Pfr.-9764 LEACHING AREA REQUIRED: 1 I (Assumed) '. .74 Z / �� � t� 1tl � F � X%`�1 ?`'�� PK/FND/LOT-COR USE FIVE 5 HIGH CAPACITY INFILTRATOR UNITS H29 WITH 4 FT. STONE '; ► B-POL %ERSrE ,,_ ,; � )`t � - » G'QM ' ;' ??Q08 ,^•. ` i �� HYD/SPINDLE ON THE SIDES &c 1 .38 FT. STONE ON ENDS: 34 L x 10.83 W x 11 D 1 "1°N�eq� EzECI' BOTTOM AREA: 34 x 10.83 = 368.22 SF tHOFA;,1 ' it ! 7801 R/�' coMP:' r �..... SIDE AREA: (34 + 10.83) X 2 X 0.91 = 81 .59 SF H- OLE/EASEMENT T TOTAL SQUARE FEET PROVIDED = 449.8 vs. 445,94 REQ'D `` J 8 YE .� .. e i , No. 1140 �BEANP�]LE%L TLINE SIN 83 DESIGN FLOW PROVIDED: 0.74(449.8.6 S,F.) - 332.8 G.P.D. vs. 330 G.P.D. req d �� �. , S01 AMITARIP� /1 r ° N 1 p, tp '-�• �- I , •. I p 1 Lot 2 43,568t S F. ..� • `,. 1, ; I.-mil 1.00t AC. ti i '� i Mop 334 \. �� \ a, •^ `� HIGH CAPACITY INFILTRATOR SPECS . Orcel50 � too �e .. ofbmcka . ,, �• r,, 17 MAP: 334 Benchmork set Lot i ` 4 •.' .._i � PK fnd. El. i00.00 . 0 0 0 0 0 0 0 0 0 0 0 (Assumed) LOT. 050/001 0 0 0 0 0 0 0 0 0 _ ., DEED BK.' # 20354 PG. # 100 PK/FND - PLAN BK.' # 597 PG. #002 HEANPf�I�/LOTCOi�, ,.�-�'' INLET END I HIGH CAPACITY " -_ -� - BUILDING ZONE.• RF-1 (OPEN) .. INFILTRATOR SETBACKS: A SS PORT FOR 1NSPECTIO Scale: 1=30' �- FRONT.• 30' NOMINAL CHAMBER SPECIFICATIONS � - --�_. 4.5" DIA CCE N. SIDE,* 15' SIZE (W x H x L) 34" x 16" x 75" o' 30' 60' so' REAR: 15' _ � ELEV. TOP NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS SOIL LOGS P 12528 FOUNDATION (proposed) EL.-99.0 F.G.EL: 98.0 F.G.EL: 95.5 F.G. EL: 95.5 FINISH GRADE:=94.90 DATE: DARIL 10, 2009 SOIL EVALUATOR: DARREN MEYER, R.S., CSE A MAINTAIN 2% MIN SLOPE OVER LEACHING AREA MAX. COVER OVER LEACHING 3.0 Fr. WITNESS: DONNA MIORANDI, BARNS. BOH 4" INSPECTION PORT Elev. TH-1 Depth EI v. TH-2 Depth Elev. TH-3 TH-4 Depth 'COVERS TO WITHIN 6 OF GRADE _ _R2v. a Depth Elev. I} . W/IN 3" OF FINISH GRADE 93.50 A 0" 95.0 A 0" 94.25 0" 94.25 LOAMY SAND LOAMY SAND A LOAMY SAND A LOAMY SAND 0" • •. •• i 10YR 4/2 10YR 3/2 10YR 3/2 " 10YR 3/2 • " 4" SCH 40 ��' �� 92.67 10" 94.33 8 93.42 10 93.42 / 10" 6 PVC « 4 SCH 40 PVC B SANDY LOAM B SANDY LOAMon B SANDY AM 8 10YR ND LOAM .9 ®S=2% a 10"� 14" I - 10YR 5/8 10YR 5/8 10YR 5/8 S= 1% (MIN.) ® S= 1% (MIN.) TOP OF UNIT EL. 91 .91 so.00 a2" 91-67 40" 91.50 33" 91.50 33" (MIN.) TEE'S ARE TO BE c1 C1 a 4" SCH 40 PVC I NV.93.20 LOAMY SAND C1 MEDIUM SAND C1 MEDIUM SAND IN 2.5 Y 6/4 INV.93.0 • • • • • • • • • • • • 10 YR s/e " 2.5 Y s/a 90.42 46 90.50 45" PERC ®88.92 87.5D 90" C2 PERC 0 108.45 C2 PROP. OUTLET GAS PROPOSED DB-3 Cz FINE SAND FINE SAND BAFFLE FINE- MED. INV. 96.5 .. H-20 DISTRIBUTION BOX . SAND FINE- MED. 2.5 Y 7/2 2.5 Y 7/2 2.5 Y 8/4 SAND 84.92 112" 84.75 114" 2.5 Y 6/4 INV. 94.0 PROPOSED 1 ,500 GALLON SEPTIC TANK C3 SANDY LOAM c3 SANDY LOAM 2.5Y7/2 2.5Y7/2 81.50 144" 83.0 144" » PERC RATE C2 MIN/IN. ("Cl" HORIZON IN TH-1/"C2" HORIZON IN TH-2)) 84.25 120 84.0 123" GAS BAFFLE TO BE INSTALLED ON 4' OUTLET TEE AS MANUFACTURED BY NO GROUNDWATER OBSERVED PERC RATE GROUNDWATER MIN WA R O HORIZON) NO GROUNDWATER OBSERVED TUF-TITE, ZABEL, OR EQUAL INV. ELEV.= 91 .50 * I, Darren M. Meyer, R.S., CSE, hereby certify fiat I am currently approved by MADEP pursuant to 310 CMR 15.017 .�,L FA! pL 8" MIN. to conduct soil evaluations and that the above analysis has been performed by me consistent with the OR s ow a//Ir""coo wAs�tm srawE PER 77XE 5 requirements of 310 CMR 15.017. f further Certify that I have passed the Soil Eval. Exam in October, 1999. NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION BREAKOUT EL. 91.91 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TOP OF CHAMBER UNIT EL. 91.91 PROPOSED, SEPTIC SYSTEM UPGRADE PLAN TRUE TO GRADE ON A MECHANICALL COMPACTED SIX INV. ELEV.-91.50 INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2) DOUSLE wA4•s�tm'si 24" 30 5" 7 [� 3 INSTALL INLET & OUTLET TEES AS REQUIRED IN RT 37 IRIS I S LANE, C U M MAQ U I D , MA BOTTOM EL.- 90.58 SEPTIC SYSTEM PROFILE Prepared far: Davenport BuildingCo. SEPARATION 5.ss Fr. I. ,30» I Engineering by: Surveying by: SCALE DRAWN JOB. NO. N.T.S. DARREN M. MEYER, R.S. WARNER SURVEYING 1 "=30' D M M BOTTOM OF C2 LAYER (TH-3/4) EL: 84.92 SOIL ABSORPTION SYSTEM (SECTION) PO BOX981 22 LONG ROAD INFILTRATOR HIGH CAPACITY UNITS (H20 LOADING) EAST SANDWICH, MA02537 HARWICH, MA(X645 DATE: CHECKED SHEET N0. 508-362 2922 508-�432-8309 0 4/2 7/0 9 D M M 1 of 1