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HomeMy WebLinkAbout0882 WAKEBY ROAD - Health 882 Wakeby Road Margons Mills Et 1 1 j .T WN Oar BARN TABLE !/ LOCATION SEWAGE VILLAGE00,(!�JDMASSESSOR'S MAP & LOT J�Z- J tVe� INSTALLER'S NAME&PHONE NO. - P ` JV SEPTIC TANK CAPACITY 5 6 LEACHING FACILITY: (type) (size (IMIQV) NO.OF BEDROOMS,3 BUILDER OR OWNER PERMITDATE, 7 I 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 FPO NT Ai - i5'$ 3^2�' 0 S �O 5 3 3 No. THE COMMONWEALTH OF MASSACHUSETTS_.. FEE BOARD OF HEALTH /�7CA/ l7LUi?i OF L �',� h /� APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components 06 z .6 `) c o A caner ame G� Lam` © N/Jr / [Ct!►71; 1r Map/P r # AddreJ r Lot �elephone#�� l v �, .�, n lle a esiger' a A� 6 6Zta o � ;���3 -T- 9 S"�-0 Telephone t f Telephone# Type of Building: /hG/i /-�.,,��� rSYUGhCv Lot Size Sq.feet Dwelling—No.off Bed Garbage Grinder Other—Type of Building No.of persons r--^ Showers,4--),.,Cafeteri� Other fixtures A/14 Design Flow(mlitj.required)., gpd Calculated design flow gpd Design flow provided&O gpd Plan: Date umber of sheets Revisi Dat Title Description of Soil(s) 6 — Soil Evaluator Form No. !qq24 Name of Soil Evaluator ' e,.- Date of Evaluation Z / 1 DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE S a rther agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. S i g n e /, � Date / V y Inspections FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 - _NOa. �JO � 3 THE'�COMMONtWEALTH OF MASSACHUS., FEE l . --BOARD OF HEALTH 70_ y OF rn Chn,/:-,.I> . �f APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct �''�ep it 61 Upgrade ( ) Abandon ( ) - ❑complete System ❑Individual Components wJ J4 Cl/ ' n 12 c o Q �4.^T� N/ / (CtI» wner' ame / �/� AlMap/Par # Addre { Lot ,/ �elephonele 7 nstalle Wad(] Designer' am ' Telephone / Telephone# Type of Building;_ )ih - .,., �u ;��ricJo-�,C�- Lot Size 26 Sq.feet Dwelling--No.of Bedrooms Garbage Grinder.:. =-)- Other—Type of�Building .-- No.of persons -•-A---- Showers,�(.,�a,,,Cafeteria Other fixtures `� Design Flow(min.required) gpd Calculated design flow () gpd Design flow provided.3!0 gpd Plan: Date !3 D_5 Number of sheet Revisip�}Data �aaat Title rtS i 40— Description of Soil(s) �3� �� o B — c•-4. ,-�' Soil Evaluator Form No.!9 Z!Name of Soil Evaluator c` Date of Evaluation Z 1 o a k DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 a9djurther agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. g Si neJ</ 7 J Date l Z Inspections FORM 1 - APPLICATION FOR'tDSCP DEP APPROVED FORM 5/96 No.� T rH,• COMM NW.EALTH OF MASSACHUSETTS FEE, VDafn 1\0 BOARD OF HEALTH -ERTIFICATE OF COMPLIANCE Description of Work: l Individual Component(s) Com lete S stem P ❑ , 71 P Y The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: &'�t Ia('P"A at O t °a= 1"+..�`Q+0_wl., has been installed in accordance wjit, the provisions of 310 R 5.00 (Title 5) and the approved design pl Ir ans/as-built plans relating to application No.Uw 5-3�ated /►J� _. Approved Design Flow (gpd) Installer V 3ua.1 t lG2SrU� / r Designer: a i In I'nspecto Date +l The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. 9W 5 33-__!)__THE COMMONWEALTH OF MASSACHUSETTS FEES 1Z BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Coqs�truct ) Re i ( ) U P�rade ( +) Abando (, `` ) an individual sewage disposal system at �` _ VV ,�p� �lC_.v'-S g J 1 1 as described in the application for Disposal System Construction Permit No. � 5- 33 A dated -7 1 1 5 l 5 Provided: Construction shall be completed within three years of the date of-Mrs per 11 -1 ocal conditions must be met. Date Board of Iealth �� -�- t - FORM 2 - DSCP DEP APPROVED FORM 5/96 'fir.f `! FORM 1255 (REV 5/96) H&W HOBBSB WARREN TM PUBLISHERS- BOSTON 10/05/2005 WED 11:33 FAX 508 888 6446 ENVIROTECH LABS Q 001/004 ANVIR07VCHLABORATORIES,INC. MA CERT ArO.r M-MA MJ 449 Rte.00 Awdwack MA 02S63 508(My'"60) 1,80 'Vq-6460 FAX(SM)888-a4d CLIENT; Fred Clifford LOCATION: Lot 7,Wakeby Rd. ADDRESS: PO Box 430 Marstons Mills, MA S. Yarmouth, MA 02664 COLLECTED BY: Fred Clifford SAMPLE DATE: 2/21/2001 SAMPLE TIME: 1:30PM WATER SAMPLE TYPE: New Well DATE RECEIMD: 2121/2001 LAB I.D. #: 0102222 WELL SPECS.: NA RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Lr"mils Coliform bacteria /100mi 0 0 9222 B ?121/2001 PH pH units 6.5-8.5 5.74 4500 H+ 2/21/2001 Conductance umhos/cm 500 135 120.1 2/21/2001 Nitrate-N mg/L 10.0 4.16 300.0 2/21/2001 N&Ite-N mg/L 1.00 <0.003 300.0 2/21/2001 Sodium mg/L 28.0 10.0 200.7 2/22/2001 Iron mg/L 0.3 < 0.005 200.7 2/22/2001 Manganese mg/L 0.06 < 0,001 200.7 2/22/2001 Volatile Organics Bromoform ug/L 100 1.1 EPA 524.2 2/26/01 COMMENTS: Low pH indicates high corrosive characteristics_ WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <=less than - Dated( >=greater than R n Id J. S TNTC--too numerous to count ormbry ctor 10/05/2005 WED 11:34 FAX 508 888 6446 ENVIROTECH LABS 1@002/004 . .,.... - �.,r,.,,. , ....,........ .......... ��.. . .w. .....� -.......��.... ... •.,� �w� v-.•.... . i I LJ CERTIFICATE 4F ANALYSIS Pri�u: 7 AllLAPUCK LABORATORIES, INC. Ll Report Prepared Pur• Itoport natedo 03/01h_0n1 Envirotech Labarstories,Inc. Order Number: L0168539 Ron Saari 449 R1c. 130 Sandwich, Me 02,563 t49boratcry Im#_ 0168539-03 11.aeMattnnp t,09#7,Waboby 144,01022Z2 inl #: ,4 Mane I•Q t�Inn_ Colfectetl: Colleaed by; Cnstamor ttacolro;l: 02lt2/ypU} Test Parametea i rym RASULT UNITS ,Mot. Miod tatted 1.AB: Orgdales MT11E ND ppn I RPA 524,2 =612001 EPA 524.2- Volatile Organics by GC/MS II&M _ REMIT UN11'C MDL Maw 'crate 448. 01pnics 1,1,1,240trachloroetltane ND ppb 0.5 UPA$24.2 02/2642001 1,1,1-Trichloroetha>ne ND ppb 0.5 EPA 5241 Qr_bn-0n1 1,1,U-Tetrachloroethane ND ppb n-S L'PA$24.2 o2n_bn_0a( 1,42-Trichloroethane ND — ppb 0.5 EPA 524.2 (12ri64001 1,1-01chlorethano ND ppn u-s KPA s24.2 (W26r.001 41-Diddaroetheac ND ppb 0.5 [IPA 5241 DlfManu1 1.1-Dichioropropene ND ppb a 5 EPA 5242 02Pd6n001 1,2,34rlchlorebenzene ND ppb 0-5 EPA 534? oar-bn_n01 42,3-Trlchloropropane ND ppb 0.5 HPA 524 2 02/36/2n01 1,2,4-Trichlorobenzenc ND apb 0.5 fWA 524.2 nzr 0001 1.2,4-Trtmothylbenrene ND ppb 0.5 SPA 5142 02116nool 1,2-D1brmmo-.7-C'h1aropr0pz ND ppb 4.5 EPA 524.2 02/26120nl 1,2-Dlbromoethane(RDS) ND ppb 0.5 EPA 524.2 OVW2001 1,2-Dlchlorobenzeno ND ppb o.s HPA524.2 onbn--nnl 1,2-Dichloroethnne ND ppb 0.5 HPA 524.2 02/26/3001 1,2-Dichlay-opropane ND ppb 0.5 WPA 524.2 02/26120UI 1,3,5-Trimethylbenzene ND p1,6 04 PPA<24.2 02/26I2001 0-Dlchlorobenzene ND ppb 0••q EPA$24.2 (122(,n001 1,3-Dichioropropanc ND pph 0.5 SPA 524.2 0212612001 10/05/2005 WED 11:34 FAX 508 888 6446 ENVIROTECH LABS a 003/004 I,lA I �c PUGK L;ww1•c1 wr .c0 r"^ NU. . rol "rJ17770 neir. ku e-ww.L w 4. 5 rrn,i F,, CERTIFICATE OF ANALYSIS pag . 6 LAPUCK LABORATORIES, INC. Report Pre ared For: Aclwrt Ontedi 03/01/2001 U'nvirotech Laboratories,Inc. Order Number: 1,0168539 Icon Saari 449 Rte, 130 Saudwic:h, Ma 02563 Laboratory TD 0168539-03 unc - I-ug#7,wolmby R&I-00102122 Suml,luN: %,1118MIn'Y'nntio r Gollocf�tl: Collected by: Customer Ytccow„d: 02/221ZOU I 212-VifchloropropaAe ND pph 0.5 EPA 5242 022620(II x-Chlerotoluene ND W, a's HPA 524.2 0246130t)l 4-Chlorotoluene ND ob 0.s EPA 5242 02r26/2001 4-1sopropyltoluene ND p111, 0.5 110A 524.2 02n60.001 Benzene ND pph 0.5 LPA S:4,1 0MV-1001 Bromobenzene ND ppb 0.5 RPA 524,2 02P161201 Bromochioromethane ND ppb 0.5 CPA 524.2 02/26/2001 Bromudichloroothane ND ppb 03 I:PA 524.2 02126n001 bramoform 1.1 pph 0.5 HPA 5a4.2 fUiVr201 Bromowathane ND ppb 0.5 uPA 524,2 02rz6P-001 CarbonTetrachloride ND ppI> 0.5 CPA 524.2 02r26/20ol Chlorobenuene - ND - ppb 0.5 h:PA 524.2 0?�r20u1 Chloroothano ND ppu M EM 524,2 0212o/2001 Chloroform ND ppb 0.5 EPA 524,2 (M wzno 1 Chloromethane NO ppb 0.5 hPA 524.2 02/0001 cis-1,2-Dichlorethone ND ppb 0.5 JIVA S24.2 02/262001 cis-1,.3-Dichloropropene ND ppb 0.5 CPA 524.2 0212612001 Dibramochloromethane ND ppb 0.5 EPA 524.2 02126/20ol Dlbromomelhane ND pph 0.5 HIPA$24.2 o2r>8Piu01 Mehlo rod ifluuromethatic ND pph (1.5 RPA$24.7 02/26/2001 Ethylt►enzene ND ppb (1,5 CPA 5242 02126n-00I FTe2cochlorobetadienf: Np hp1� o.s FPA 524.2 02n_W001 lsopropylbenzene ND ppb 0,5 EPA 524.2 02r2(,r2001 MethyleneChloride ND ppb 0.5 EPA 524.2 0a2r,�2nol n-Mitylbcazene ND ppb 0.5 HA 524.2 02�Z(o/1rf01 n-Propylbenzene ND ppb 0'5 EPA S24.2 02/:6l200I NAphth2lene ND pph o.s EPA 524.2 (12/26/2001 see-Rutylbenxene NID pub 0.5 IIPA 524.2 02126/2001 10/05/2005 WED 11:34 FAX 508 888 6446 ENVIROTECH LADS Z 004/004 CERTIFICATE OF ANALYSIS LAPUCK LABORATORIES, INC, Report prepared For: Report DAWd: 03/01/31H11 frnviroUch Laboratories,lac. Order Number: 1,0168539 Ron Saari 449 Me. 130 Sandwich, Ma 02563 1,ohnratery W#: 0168539-03 noweinriotti In07^ikehy Rd.,10102222 Samploof Ratnrihig Locudon: (:a llected: t:ollowd hyi Cubtopour Received- 021Z2/2001 Styrene ND ppb 0.5 EPA 324,2 02Jd6/2001 tart-Butylbenzene ND pph 0.5 EPA 524.2 02r_tarzool Tetrachloroethene ND ppb 0.5 C11A$24.2 02PM/200i Toluene NO ppb 0-5 i:l'A 124.2 02/ —W(il trans-1,2-Dlchloroetheno ND ppb 015 IsrA 524.2 02/2Ua01 trans-1,3-Dichloropropene ND ppb 0,5 FTA 524.2 Oz/?6,P20M Trichleroethene ND ppb 0.5 1:11A 524.2 02r2t;r2001 Trichiorolluoromethane ND ppb 0.5 t.rA 324.2 MOM VinyiChloride ND ppb 0.5 RPA 524.2 02/26/2001 xylene NO ppb 015 (:PA 574.2 02/26/2001 Approved ay; 00�/4,4 i 2, (lab Manug6l) 'Ihk neon is rutdumal u1m,Ihta windition that it is not to he mpmduced wholly ur in pun for m0mlising or other pug M 6 Mr ot►r sigllkur4 ur in cumlcction w/ our name withont special m illan permisAlan.'Fowl l(nbiliry is limitud to the invo 7d amount-Tha rOSuhs listed FVter only to toatod samplos mitor applicable 1 `. Town of Barnstable Regulatory Services ' Thomas F. Geiler,Director MAM � Public Health Division za39. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: I { Wal Designer: Installer: � ' I V 6 Address: D��,( Address: P'O• 6A' �liAA oz 37nit Sha I ryiaM/14/f On /_ o �as issued a permit to install a (date) stale septic system atW9 A[(, 6, - -.. based on a design drawn by dated —6 ( esigner 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. rg'=—ter than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as uilt by designer to follow. J( k OF,k�ss a� DAVID 90 C. yc (Installers Signature) 7HOLIN m No.29976 - 'P CIVIL O �" /STEP `�'ONALEP�' "esigner'sSignature) (Affix De i Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC-HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form qq fiq Town of Barnstable P# Department of Health,Safety,and Environmental Services THE, Public Health Division Date hb�d Q, 367 Main Street,Hyannis MA 02601 S BARNSUBM ' MAS& 7 'OTfc„ter�� Date Scheduled -�� A'i �/ Time Fee Pd. Soil Suitability Assessment forSewage Disposal Performed By: 4 W4fA Gem Lyr ,- --Witnessed By:C��IQ& Yc'y,(V�T� _. LOI✓ATION & GENERAL INFORiVIATION Location Address � ` n Owner's Name �O� , Address /lJ Assessor's Map/Parcel: Engineer's Name NEW CONSTRUCTION %\ REPAIR Telephone# Land Use (Y.Iwi&AA Slopes(%) 2—V ,O Surface Stones Distances from: Open Water Body ft Possible Wet Area LA - ft Drinking Water Well Drainage Way ft Property Line ft Other ft SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) w V , (00 $o A- I ` e Parent material(geologic) /�.e� [/G �/( Depth to Bedrock Depth to Groundwater: Standing Water in Hole::Ald AJ Weeping from Pit Face Estimated Seasonal High Groundwater .. D �'RR11�t1�T.�'�' ON FOR SRASONA �HGH'wAT�R'f�)�L Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# _ Reading Date:.__.__._ Index Well level. _ Arlj.factor Adj.Groundwater Level .....................::.::............................... pERC(OLATON TEST; n ate.. ..: Trine Observation / l Hole# Time at 9" Depth of Pere Time at 6" Start Pre-soak Time @ 1 0!0 1_ (, (� Time(9"-6") End Pre-soak J01105, Rate Min./Inch ` [A) Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant DEEP OBSERVATIOl� IIOLE LO'G Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 'Consistency,° Gravel) n- 01 -- 4-a�w 7's`�n��l 3-6P f1i5 Y2�� Q—120 5a,4 . DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. —7 n Consistency,° Gavel r 1 s . DEEP OBSERVATION HOLE LO'G Hole P, ...:..... .... ..... -.: De th from Soil Horizon Soil Texture Soif Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes Consistency,%Gravel) i i DEEP OBSERVATION HOIGE LOG Holo# , Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,° Gravel) Flood Insurance Rate Mao: Above 500 year flood boundary No_ Yes Within 500 year boundary No— Yes Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material ,t Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If riot,what is the depth of naturally occurring pervious material? Certification I certify that on 1 (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 310 CMR 15.017. Signature-=' Date,2'L-/ t TOWN OF BARNSTABLE BAR-W 71 a F5 1 .,+ Ordinance or Regulation WARNING NOTICE Name of Offender/Manager 1 "` - <- i Address of Offender -' %' �u � `4 �! t- MV/MB Reg.# Village/State/Zip %'-'4r�•,,« -ss } rM i(f� I ;'.- L } Business Name :.i:am/pm, on :��j `f 20 - Business Address Signature of Enforcing Officer Village/State/Zip IA Location of Offense Enforcing Dept/Division r Offense1 �At'� ► ti� C �' .'� + v `' :, '" Factsr ►- This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. f Z =°c sn" Ell a a ° b M � + 0 � O ` d Z ' S � - e"p x 4'-O"pigfmm}m/yoroNbcm Q S . pmurmd canto}m dock piers Q I c 0 1 e 11= J J I prop faundn}ion B" r.'mm I I �+ for"G"6ulkhmnd 1.. ± S 0 s m OF � I ' >°Poured emnermte slwb „2 x 1 o's � I � V 9twndwrd cellwr I j 2+nndnrd emllwr Q _ window � I I wmdmw I I ' I I �Pmwm pmkm+ I1rr2x12's �I' ' I _.. a.. .. Q '.. .. 1.4 m.l� p pourodeon rc+m footing. _—_ c d QQ I - o"Pevred emnerm}e slwb I I I 1 � I I I I ....'A'..V.O..i w v 0... Ol a. U m L I ___________________________________________�7b ....�______________ a 0 a c- �s3 � Fo�Nr»T�oNPt-�N �o�s�oo a< g_' Aloo Gale: f/4"= i '-O" ns�O°.°€ m .14 14 -U m-g o p rm�s � k Gov°v fll C DRAWING TYPE: y q'_pw Paunda+'ion Plan SHEETSHEET NUMBEPL: A 1 0O .r r • 11 �" r !• r� it 1 � Ida Ea�'��c os 11 m M EOOo[-�30n� Z � a��od2saffir.+� I Q 7 0 ���ycsj'3�QE � —I.i 2zIOP'rloiatce 1(a`o.L. I I j I I I I I I I I I I II I I 2imPconm N'IA%'HU3 2 1 0 hwngara m l(o"o.L. I I j I l Y x 1 0 band Jolato Q 2 z 1 O pwnd JaK}< � I I I I v W I � II i L I �•Q` V L — I ZZIOPIeor lai<tcm IG"o '' I - ^ Z 2z10Ploar join}ce IG"o I I YxIORo V. ,"•(1. � I 2 z 1 0 Floor Jaistc m I G"o.L. or Joia}<e 1(o"o.L. S I I I I III 0 I roolldbloLkingaverglr} 1 I bondbloLkin9oergir} O �e� n%)TF �T o 2xloPlnwr Joiatam lG^o.L. J L 0 1 2zIOPloor.loic}cm I!o"a I P I I 1 I O 2zl Of9oor loiatsm IG"a.L. � O I 1 azlOPlao;Joiatcm 1!o"a I I I I I I I I r I l � 2imP<onm LUro2 I O hwngerc. ,` lO rolmPcanm W%21 Ohwngera. !U r J-1 — — d. FLO4�'-P�hl"'fE alol GJGA�e: I/4"= I'-O" ,alol Gale: (/4"= I'-O" -..... C. Vp in 1 .. J - -.6.•Y1 N 2 XB Fwftercm 2%B�nitmra 0 I!o"O.L. III 2 XB�wftcrs m!lz•"o.L. II II I II �ov`o� II II p 3 I l _ _ RZB Geilin9 Joistse I G`a.L. '�+S�N c� rpm N I jj yo`o of 3o a 1 II vs � 1 I II II onJ moa 0 a IJ .gi ng"o d 1 f — _ l o K V X I O Flwf}cr< V I = — _I axlo�.ftcram IG"w.L. I jj _ DRAWING TYPE: Plra�Floor frame r7.Gomd floor Frame of Pram. F�hl"fE�LhN V1= I'-O" SHUT NUMBER, r O 748 �m.qc k.a MU y wac st+ �?s3 En m oo v 7 N$.SmQoyoos .4 s 4 Q d Z � S x-o•x, _o• o S •xGPTfJa�k'�� 0 V• W a s 0 o s f grwb bwr �ITGH�N �y ,~,`` O X --� p lu FA 4 1 I I 'K-��I"( And.rcenm 2 a a 2 Q � 1 '-I "X 1 1 < _ D' p IL � � p klnen � " eioxwa• ? 0 '., a vN• .._._..,.... And4r<enm 24a2 J IO PM+n - 2/2%12`< } C 5 ° 0 r Andgr�.na 2a4 a 2 2"% I I'ell, � . N FF.;_ 0*VI O z 0. ° „1 .. ...._o.y.. ' f w p w_�ooy OLOpc°- _ <v JO�3si U O N U FL.00� PL_AN t9� =.�o .+ N Nf aas`��vs` d Pf vJ� u� VP O Z V n°a j s €gin.°� W ° S DRA WIN6 TYPE: q•_2 �,_q" y,_o,, d v,_�, Pir4i-Ploor Plan 0 4 19'-!0l/2" 2'-91/2" IB'-2" SHEET NUMBER: A 2 00 s'-s" a•->" 11•->• >'-5` � p7� a ASS, _u 6 ` ` p y. b=orAO3w o3 c C cY do _ �5 vc L fL ( � V Z F o S Z � S --------- -------- ------- ------------------- ------------- L 0 I I S I I I ; I I o s I V � � w a o I O V s I P��rJ�0o1-(•2 � c X I ei'-I on 5 I Q � Anderscnm 5 9 9 2-2 � i Andcrsanm 2 9 4 2-2 � ¢ - O i.. r.o.9'-1 I 1 9/1 6"Y 9'-Z f/4" • m " ....d �'� � ' bLfJR^OOH•% %'-Z 1/2" r P I r.o.9'-1 1 19/16"Y 9'-Z 1/9" d Q `r' n..:... I OI_S, X I Z'-I o" ... E c - pinC _________________________________________ _________________________________________ L O 3 1� III #------------------- v m i -a w x W_�ooj _3 �6kt'gO O T 6 S �EGoNr�FLoop PLAN �s°��_f ° n A%oo hGale: 1/4"= f'-O" yo`o aY 3o a vs` d O m g v O E N + u�m L mv�-uv l� +p ssa � lu 4 DRA WING TYPE: Peeond Floor plan ' SHEET NUMBER A 'J 00 21IMh2 It 11WE Ecgw00 m _ia� �Eo oo3EziRc Gor-a-ven+TM can+inuous ridgy van+(+yp.) a` Asphalt shingl¢s l}yp.) � r ?xg Q c 15 F¢1+paper(+yp.) i (g xy< 2"Fibarglass insulation 9 B(typ.) O I/2"GDX plywood /�� 2 xA Geilinq joints® I lo"o.a.<typJ _` 1" R(. (a}¢ v 1L ,% rrpiaal 2xB haad¢r � Z Gypsum board(+yp.) 6"H.D.insula+ion•P-9 O , Propar vents a I lo"o.a. i� 4 L Xr r 0� i V Z Ica and Watar shield� 9/4"T•4G.plywood svbfloar L Aluminum drip¢dqe Gluacl 4 na)lad(+yp.) SL 0 Aluminum qu}}ars+a drywell s T.O.2 nd.Ft.peak I x_•2 Pine trim(}yp.) 2 x I O Floor joints¢ 1 lo"a.a. e=1ev. 2 x 1 0 Fluor joists e l!o"o.a. Gontinvaus saff�t vent __ T•O.I st FI. Ia}a B"H.D.Insulation-�9 0(typJ rypieal 2 x 1 0 header V I/2 x 1,'K-ed cedar Uapbaard 4"T.W. —1 w/whoa cedar shinglas 5"r.W. I/2"Gypsvm board(typ.) Q on all other walls(typ.) I/2"Gypsum board(4-yp.) a. Tyvek s housawrap(+yP•) ........... 1/2"GDX plywood sheathing(+ypJ _.. ...;.._........n... 2 x 4 5}ud wall• I e",o.c.(+yp.) 9 1/2"H.D.Insulatian•�15(typJ 9/9"r.4G.plywood subFloor ... \p Glued#nailed<typ.) � - '� )c.a-�m T.O.1 s+D¢ak t� >_ O 3 L _ry 3.. 2 x 1 O Floor joints 1 lo"o.c, 2 x I O Floor Joists® I lo"o.c. .._4. -m_0 3 2 xlo P.T.sill w/ylmpson Y(Ab 2 9 mud T.O.Faunda+'mn # sill anchors®4'a.c.and I (tYP.) Elev. E--- !o" O4/2x 10's forgir+ Asphal+founda+fon i ^a 9 1/2"0 htaal 4 oonaret peara su 4- m i......o_�.. 4D"Pourad sonar¢+¢founder}ion(}ypJ column w/9 O"x 9 O"x I'concrete foo+Inq a 9"Pavrad canoes¢slab ouoaR- w/!o Mil.poly vapor barrier p.�.0.Foundation �g�V o�¢6. 0 I la"x 1'Pourad aonare+¢footing(}yp.) XNEMMM cg.9'oM, e S421 jJ maa`° ° s � p c m c O r Z :4 11 Q[ f�UlLl�it�l� �EG"rlOt.�"A" DRAWING TYPE: f!:lUildin.y pee,+ion"A" SHEET NUMBER: A400 W o REe"Fo IH a 7 a 5$�njig ,s oe� EB FR � 110E °o S I � J I I I I I s O I I I I I I I I I I I I I I I --------------------------- L-----------------------------------------------------1 i� ��GNT ei-evATioN A Fr-oNT ei-eYATioN w + n in s. CD 'Z ....d .�.�..� .. C I L = L 3 .�.t..0l 3.. MA < .. ...� G.EB tIq L..N .. d a V ........... EX 07 00 y. s °aoo ovoa== °9��40o a ya0°j3p LlI L1 I L1 - I I I I I rI---------I ------------------------ r- ------ �I �- ----------�1--------4----------�� L----------L---------------------------------------J DRAWING TYPE: L------------------------------------I------------------------1 �.eFT eLey�TION Elea+lo�4 Asoo haale: r� �eAP— L �r ee �TioN SHE T NUMBER, ��OO s Lao =m$qo p s=r° y 73 I y ua �a _ F—j L_________________________---_________1 $ I s0 i I I I UP I I I I Q C4v I I I I I I —�� Glothe<dryer ou+le} I I I I � O i � < O 2urfw.c moon+cd Pull.hwln flx+ure � f� I (FI Duplex Gy'I outle+2D wmp O I I I I U, O I � I I O �imokm da+ec+ar � ` � v � � � �G vuplox�ocp}w.le Oule# Q W r---1 .-0- well sl9"wl fight `\ _._._. —fop F—n.ou}lat Z p < I I "1. jO-- wwll 2.—fl%h— �teiOl.mp Clo.triewl panel _ ---'- (la.w+w}ion mwy vwrYt _-_- V" CFI Sa rhreewwr<wl+.h C jv-- j Telephone r4 I I I I I j I � � relevl<lon ou+le+ d � i � LP Pwn/119F}Plx#uro l__________________________ _____________________________ V^" I_____________________ _ ® pe.....ed ln.wnde�"n#]ZW J _______________________________________ fS z PLAN w Amoo Q � v J'._i.....;... I I P.T.fJaak - ....}nP.E.. m ' J. 9.lm-?Q.. P ------------------------------------------------------------ ID I SS3 .... - ..Gle= f�Al-fILY'FOOI"f - _-- _ G p� © ' I G G . I 1 ST------------------------- I � � a S3 /A\ S W sJ c'i v G G ' � '-.. G49= G ___________ my �03 ________ U PLA�OOhiel 14'-2"X 11'-ln"` __ III m .AW, q 19'-O"X 1 I'_lorr I' O O 'I =oos li; �I Yi or N m I r i G ®¢ m z¢ J1 3 �8"0=9 _ 0 W° G �EGONI7 FLOOD ELEGTF—I I Ai— PLAN DRAWING TYPE: Eleo}riGal Plans Pos+li9h+ rJ \ FIK��'r PLOOF— Pi—AN SHEET NUMBER: ��OO � Q vE9�cOO �fi° a32 ¢[D 7 £.53�(JO�"�V Q 4hts a` O O '` I w m¢klmk�Pnmm hmntmr �0 3 Y; ` I 2'_2"x l I'-!o" FAMILY F'-OOM O I"x I I'-& 5ll d L � PN a Q F— E S � o S 'I up ' I y 2 x I I _� I F-i --c m lm u IuPu' I 9 - --- uP i t— � i V I ra�rmm+�m„+qna Pornmm I i � fJ'irsm+vmn+gwa wn+mr hmn+mr rL II pa Fi��T F�oo� P�Or-tf�ING P�,�N a I I I I I I I I I I I i i i i i I Cl) ....L I L m..• ------------------------------------------------------------ ---------------------------------------------------------- I I UP I I I a- I j FoUNPAl-ION ML)Mt!:,iNG PLAN A7 O0 I A'-2"x 15'-1 0" i I S I I 8 4 _------------------------------__--------- _ V ------------------_---------- __________ I I OmWL�of J1 } DRA WING TYPE: SlE6oNr:2 F.00P- Pi-L)"I:tIiNG PLAN plUmbinq/H-a+inq plan p7OO l7Gale: 1/4"- I SHEET NUMBER: A700 •i I ) all 11 • ..:,� o - ?/q'�a4.:,,z, rtir \9,.;: �.', sr• ?�' 1.— N to 0 � • 0V 1 \ \ \ \ ��C, +• / R S , Ap \f F 1 SF. tin \ r W00 W \ 1 \ I I J 00�0 5 74-5A5'�0'\E � Qo Uao c0 co 1511.9 U) x cn Q La°�ng�` � , r pie OI �(!` n � 2x �y.° _U uo �ZJ ` )' rr. 3.+ -`�G ,� :/'- U /r }7 tt - "�r2r�err/.B ate' F 0 ✓ LOT 6 / / 1 I I 1 I / / / 04 iy ) \ 4 z O100 'V er�ffntk C �..'.f > 1— OD (}O Q N w O mv 36 L�Oltl�/ / / / / / �\ \ LOCUS MAP \ 'L / / /� l / / l 1 / / l l 1 I \ • \\ ASSESSORS MAP 12 PARCEL 006-006 rO' 1 1 / 1 1 1 \ \ I 1 \ PLAN REF: PLAN BOOK 558 PAGE 56 I 1 1 1 1 1 I I \ / \ PLAN DATE: APRIL 14, 2000 0110 N I 1 I fl 1 N ` I I \\ \ p DATE OF SURVEY: JUNE 1, 2005 � �s \ I 1 1 N I LEGEND W CP / OUSE \ I 1 \ 50� — EXISTING CONTOUR F- / i - - V) o .a 3r� PROPOSED CONTOUR U a C) Z oo al o T 4 8 \ I I I \ ` \ \ \ EXG. TREE/SHRUB LINE V) N A' 50.0 EXISTING SPOT ELEVATION Lj o :E L'iJ w � / // I I < 2 W U 0 (AS I / / 1 1 1 \ [50.01 PROPOSED SPOT ELEVATION o v o C) / / 101 ---1 /! _j C`v / /IP I 1 \ \\ NOF �c��NOF4f PT TEST PIT PERC TEST c, �� _� DAVID 90y / / �/ 1 I 1 \ 1 \ D C D g THC. m — W WATER SERVICE o \ n O N0.29976 + `� v y 1 1 \THULIN UTILITY POLE Q 7 1- __ 4 \ \ \ v NAr 39403 y v 9 CIVIL �Q �' WELL zz= SAs'RESE VE / iv \ \ \ \\ © 3 lAIE ' a z No OM o i I \ \ W J=ZWm 1 - - - - L= 13/9 . 67 ' 2.3 I 1 w �az-oo 1 wA 5 _ ,! EROSION CONTROL NQ JNN r 02 DEB1 I 1. AN APRON OF 3/4" CRUSHED STONE 3" IN DEPTH OR d '-"I Y 0:2< pqp 1 1 I I 2" OF BITUMINOUS CONCRETE BINDER SHALL BE PLACED 0� N I I 1 1 \ AT THE PROPOSED DRIVEWAY WHERE IT JOINS EXISTING Cif ofZ CX Ln a PAVEMENT. THE APRON SHALL BE IN PLACE AT THE TIME Q OF THE FOUNDATION INSPECTION AND SHALL BE N 7)w 05 MAINTAINED UNTIL THE PERMANENT DRIVEWAY SURFACE IS =C CONSTRUCTED. ALL SOILS, VEGETATION AND > 4,0 0 20 40 80 160 CONSTRUCION DEBRIS FROM THIS PROJECT SHALL BE CONFINED TO THE PROJECT SITE DURING CONSTRUCTION. PERMANENT SURFACES INCLUDING PAVEMENT, LAWN AND ~ LANDSCAPED AREAS SHALL BE PROTECTED BY PROPER IN FEET GRADING, MULCHING OR OTHER CONSTRUCTION AS MAY BE REQUIRED UNTIL STABILIZATION OF THE SITE AS 1 inch = 40 ft. ACHIEVED. '05-016 SHEET 1 OF 2 � ' S r, o • S 75- (EFFECTIVE rs' 4 HIGH CAPACITY INFILRATORS '4 Lo rn W/3.5' STONE AROUND AND 14" STONE UNDER 32.0' w cn � 00 '° o0 5.0' w N < INSPECTION PORT HIGH CAPACITY H-20 INFILTRATOR CHAMBER ---SAS RESERVE -__ J Pon Q to 46.9' MOUND FOR PROPM DRAINAGE MAMUSH VEGETATIVE COVER PROPOSED 26.6 I V) X 1 HOUSE i 1 c° rrl = la00 _ - `.• 6-MIN..NON-TRAFFIC AREAS TOPSOIL 2-MIN 1/4-to 1/2-DOUBLE WASHED STONE 6- 1 r - _ tY MH1., H-10 LARD AREAS 10.6' 1 Z a � () Lc) I f'l V Q NATIVEs. a-'a = - 9ACKFILL a : "F ' - 1 - - Vo UNgSTURBFD �' -to /2-c _ ,„. UND15nJRBEO 1-- --- _ 0 < I DOUBIE wASHtD ` "f' � _ �j .; EARTH 00 �R7H s1oNE c§ lY - ���• -'4�-�: � �M='` ,- :��,€�' Node: � � � I-- ao _ <u 4-"- ` " LENGTH r°Fs'>o1�'SECTION�� LIMIT OF UNSUITABLE SOIL REM VAL 0 N w °O 1500 GALLON SEPTIC TANK DISTRIBUTION BOX 0 INFILTRATOR TRENCH DETAIL NOT TO SCALE SEPTIC SYSTEM DIMENSION DETAIL SEPTIC SYSTEM DESIGN DATA - GENERAL NOTES SEWAGE FLOW ESTIMATE 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON 6. REMOVE ALL UNSUITABLE SOIL, OeA AND B HORIZONS 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL' THIS PLAN ARE APPROXIMATE. AT LEAST 72 HOURS PRIOR FROM WITHIN FIVE FEET LATERALLY AND UNDER THE SOURCE UNITS GPD/UNIT OTY GPD COMMENT CONFORM TO THE PROVISIONS OF THE COMMONWEALTH OF TO ANY EXCAVATION FOR THIS PROJECT WORK, THE PROPOSED SOIL ABSORPTION SYSTEM AND REPLACE WITH SINGLE FAMILY RESIDENCE BEDROOM 110 3 330 310 CMR 15.02 13 MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR ( ) DIG SAFE (1-888-344-7233)FOR VERIFICATION OF 15.255. TOTAL ESTIMATED PEAK DAY FLOW 330 GPD - NO GARBAGE GRINDER 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC LOCATIONS. SYSTEM PIPING SHALL BE 4" DIA. SCH40 PVC SET TO THE 7. WATER SUPPLY FOR THIS LOT IS A PRIVATE WELL SEPTIC TANK LINE AND INVERT ELEVATIONS SHOWN. THE MINIMUM PITCH 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS INSTALLED IN THE LOCATION MOWN. THE LOCATIONS OF OF PIPES CARRYING SEWAGE OR SEPTIC TANK EFFLUENT PLAN IS SUBJECT TO THE INSPECTION OF THE TOWN OF WELLS ON ADJACENT LOTS ARE FROM BEST AVAILABLE DATA. SHALL BE 1/8TH INCH PER FOOT IF NOT OTHERWISE NOTED. BARNSTABLE HEALTH DEPARTMENT AND THE DESIGN THE PROPOSED SEPTIC SYSTEM IS TO BE LOCATED AT LEAST N TOTAL FLOW X DET. TIME = 330 GPD X 2.0 DAYS = 660 USE 1500 GALLON TANK ENGINEER. NO PART OF THE SEPTIC SYSTEM SHALL BE 150 FEET FROM EXISTING PRIVATE WATER SUPPLY WELLS. O_ 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM BACKFILLED OR MADE INACCESSIBLE UNTIL INSPECTED AND DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL OBTAIN A APPROVED BY THE HEALTH AGENT. THE CONTRACTOR DISPOSAL WORKS CONSTRUCTION PERMIT FORM THE TOWN OF SHALL SCHEDULE INSPECTIONS AS REQUIRED. W SOIL ABSORPTION SYSTEM BARNSTABLE HEALTH DEPARTMENT. CHAMBER GALLERY LEACHING AREA CAPACITY ` NO. LEN WIDTH DEPTH SIDE a .w (ft) (ft) (ft) (sf) (sf) (9Pd) (9Pd) (9Pd) O_ � 0 N t� 32 9.8 2.0 167 315 124 233 357 SOIL TEST DATA PERCOLATION RATE: 2.0 MIN./IN. LEACHING RATE: (GPD/SF) SIDE - 0.74 BOTTOM - 0.74 DATE: 2/1/01 - 9929 } a M_ O EXCAVATOR: WRT u- o I,J J so ,,._- � � B.O.H. AGENT: GLEN HARRINGTON LOCATION: TP2 0 m o 0 TOP FOUNDATION 88.30 -* g �5 ENGINEER: ARNE OJALA PE. ELEV. DEPTH OeA - LOAM/ M SAND RE RISER TO WI IN 6" OF FIN. GRADE ��` € EX STINGyGRADE ' �, ," L.00ATION: TP-1 SS.s o.o - - - - - - - - - - - / }z �•j117v- ! 88.0 0-5 B - LOAMY SAND r - - - ELEV. DEPTH 84 48 OeA - LOAM/ M SAND 84. 3 84.1 84.05 •-r + .• _ 86.2 0.0 86.0 2.5 _ t , :TOP EFFcDEP 84.04 1 , 85.7 0.5 C - M/C SAND U c� 85 ,. V r B - LOAMY SAND O Z= 85.00 • -- ? figs �Y 1 l / O g k ' 83.7 2.5 Ld F 84. 9 € € s ,•s+ a C - M/C SAND Zw Q t0 t'PVC r r w-. F. r. `:.r: 1• `"j + * a 1- p O tM 5-0.020 � .._ .. J (n a M N {'P .J O DIST B X s-o.o BOT.EFF.'DEPTH 82,0531.2 5.0 PERC 2 MIN./IN n }- �(n 80 4 H-20 HIGH APACITY INFILTRATORS Hm mew� 1500 GA LON ° w 78.5 10.0 �W �xzw� s-o.o o BOTTOM INLET INVER SEPTIC ANK REMOVE UN UITABLE SOILY10" BELO / OUTL T TEE NO GROUNDWATER N NN �UQ � W OUTLE TEE AND REPLACE W/CLEAN SAND WY g aI 0 0 14" ELOW LIQUID LEVELBAFF E LIQUI LEVEL 76.2 10.0 0Q zaviD BOTTOM O� O m¢D a 75 NO GROUNDWATER d V) 0 0 N 32.0' 0 a 0M4 O J rn W W =Q 13.4' 9-5' 3.5' M a W O W W S +. 70 -10 0 10 20 30 40 50 60 70 80 SECTION TH RU SEPTIC SYSTEM 05-016 7 SHEET 2 OF 2