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HomeMy WebLinkAbout2085 MAIN ST./RTE 6A(BARN.) - Health f g -2085 Main Street \ _ .i • • I ..:T ,,, ., . : ,-ems, ,�..�.-•,,�- ,. ,. _ .-.. _. _,_ __ _. TOWN OF BARN r TABLE LOCATION G 9-5 It-V 6 m,"A S � SEWAGE# 900 VILLAGE " 6'rQ1, 'dy' ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. aj 1,S, ia)-elj aoSV 36 1�6�3 , SEPTIC TANK CAPACITY LEACHING FACILITY.(type) 5-'305"o 1'0A`T4Tq,-(size) 4[( ,T X 10 lrXo2 y NO.OF BEDROOMS OWNER PERMIT DATE: 115/ / 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 k. • w � v� CP � e wee _ 1 t _ No. Zoo a" Z( 3 Fee' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplicotiou for Ttgponl *pgtem (fou5tructfou permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. -, �(/��p�- Owner's Name,Address,and Tel.No. S-Y or P eta ' Yt airy Assessor's Map/Parcel �['� '� �� Installer's Name,Address,and Tel.No. '`� (/�.c�/i�� Designer's Name,Address and Tel.Noo.. 36 I Type of Building: Dwelling No.of Bedrooms "' Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 1 10 A 4 — 4 I't!"C4 9 — p Plan Date 717/0 Number of sheets Revision Date Title Size of Septic Tank Sac Type of S.A.S. Description of Soil v Nature of Repairs or Alterations(Answer when applicable) eP S'Ph�1 L pst. Date last inspected: Agreement: ti 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 Environ to Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed .. C1. (�,_; Date �---t, Application Approved by e. Date Application Disapproved by: Date for the following reasons IV Permit No. 2Q���3 Date Issued W,-o r.� y i Fee THE COMMONWEALTH-OF MASSACHUSETTS Entered in computer: 1 << PUBLIC-HEALTH DIVISION - TOWN OF.BARNSTABLE, MASSACHUSETTS Yes t 2pplication for �hgpool *p!gtem Con6truction Permit Application for a Permit to Construct( ) Repair(y'pgrade( ) Abandon( ) ❑ Complete System ❑Individual Components 4F Location Address or Lot No. A Of af-rpf-4 Owner's Name,Address,and Tel.No. / Assessor's Map/Parcel /c, St F \� Installer's Name,Address,and Tel.No. is �a� /� 1 Designer's Name,Address and Tel.No. Sct 3(od&a37 a3 12,1M,�e2,•i-emc-1 , Qom.. ov r�v ` d_ X .G Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) y Other Fixtures ,C C Design Flow(min.required)ii gpd Design flow provided ) )C% �+ (1 Lt t-t t✓ g d Plan Date 31 to Number of sheets Revision Date --- Title Size of Septic Tank Type of S.A.S. Description of Soil e-,- ` , f S Nature of Repairs or Alterations(Answer when applicable) -P Spr-))-, 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 Environme al Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed t —Date T ( � 0 w �.a Application Approved by ` I 1 Date fdjZZW Application Disapproved by: Date for the following reasons Permit No. O6�- 2''�_� ; Date Issued -, 4­0 ' 2-60GI THE COMMONWEALTH OF MASSACHUSETTS,, BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( ) Repaired ( !�pgraded ( ) Abandoned( )by at S n G C,, (,, ram �} r/lS'Zk4be'eattonstructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer /I is CC n S-L Designer. III.. �- #bedrooms 4 Approved design fl gpd The issuance of this permits all t be construed as a guarantee that the system ill fu;c ias de gned. Date Q Inspector .No. Z C�J G�_ �C7 5 Fee �J THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS Migogal *pwm Con6truction Permit ,Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon O� System located at C J./ 14 ­p(�J t e,„,, }•c, 17� J.' and as described in the above Application for Disposal System Construction P'eTit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions.' , Provided: Construct* n must be completed within three years of the date of this permit. Date ( Approved by' �� rt ��. down cape engineering, inc. SIEVE SOILS ANALYSIS Patrick 2085 Rt 6a W Barn.xlsx GRAIN SIZE ANALYSIS-SIEVE TEST DATE OF REPORT: 7/3/09 JOB : Patrick, Sally SITE: 2085 Route 6a, West Barnstable, MA LOCATION: DCE Testhole 6/29/09 SIEVE ANALYSIS Weight Sample(Grams): 416.1 SIZE :WEIGHT RETAINED ; % RETAINED : % PASSED ------------- (sum v----------------- - --- --- 1" 0.0: 0.0%: 10-- -W---------------------- -- a-----------------------------00.0-- . --------------L-------------- ------------------ ------------------ 1/2" 0.0: 0.0%: 100.0% 3/8" 0.0: 0.0%: 100.0% ------------------------------ 0-�v------------ -0o�o�---------100.0% -------------- ---------------------------- - - #10 20.4 4.9%: 95.1 ------------- --------------------- -A------------------•------------------ #20 59.2: 14.2%: 85.8% --------------L.....................__....L--------_---------L------------"----- #40 152.8: 36.7%: 63.3% -------------- --------------- - - r-------------------------------- - -- 50 211.5; 50.8%; 49.2% -------------% - ----------78.6%: 21.4% #100 354.4: 85.2%: 14.8% #200 ---•-------------- 397 7-----------95 6% ----------- ---- PAN: 416.1: 100.0%: 0.0% SAMPLE: NOTE: TEST ON PASSING#4 ONLY, , 4% RETAINED ON#4 <45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-3 (GRANULAR, FINE SAND) (UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE : #4 100% (TEST ONLY MATERIAL PASSING#4) OK ���jNOFMgss9C' #5010%-100% OK �G � DANIELA. s #100 0%-20% OK o OJALA , #200 0%-5% OK CIVIL MEETS TITLE 5 FILL SPECIFICATION No.465020 1 O F /ST Ga NAL RESULTS: PERMEABLE MATERIAL-CLASS 1 <2 MIN./IN. MATERIAL C NONCOMPACTED SOIL DESCRIPTION: MED. SAND, TRACE SILT-0.74 GPD/SF MATERIAL TRANS. NO,: CTI'Y/TOWN: APPLICANT: Y �. ADDRESS: ,�3 � t��e___ C':: DESIGN)FLOW: - � ( ` �� glad REVIEWED BY: DATE: N/A OIL NO ON' Legal boundaries denoted [310 CMR 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on plan [310 CMR 15.220(4)(u)] Locus Provided [310 CNM 15.2204(t)] / Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for components) [310 CMR 15.220(4)] Easements shown [310 CMR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces (driveways, parking areas etc.) [310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] System Calculations [310 CMR 15.220(4)(f)] . daily flow `'' septic tank capacity(required and provided) soil absorption system (required and provided) whether system designed for garbage grinder ✓ North arrow [310 CMR 15.220(4)(g)] Existing and proposed contours [310 CMR 15.220(4)(g)] Location and log of deep observation holes(existing grade el. on each test) [310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR 15,220(4)(h) and (i)] Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(1)] Percolation test results match loading rate? [310 CNM 15.2421 Certification statement by Soil Evaluator [310 CMR 15.220(4)(j)] Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] Address Sheet 1 of 7 r N/A OIL NO Location of every water supply, public and private, [310 CMR 15.220(4)(k)] within 400 feet of the proposed system location in the case I of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location in the case . within 150 feet of the proposed system location in the case of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located [310 CMR 15.220(4)(m)] (if water line cross see 310 CMR 15.211(1)[1]) Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(o)] Stamp of designer [310 CMR 15.220(1) and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor (required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2) or as �t approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] Test hole adequate to demonstrate four feet of suitable material? [310 CMR 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)] Benchmark within 50-75' of system [310 CMR 15.220(4)(q)] Materials specifications noted? [various sections of 310 CMR J 15.000] System components not> 36" deep(unless Local Upgrade Approval or LUA requested) [310 CMR 15.405(1(b)] Address Sheet 2 of 7 N/A OK NO Size OK? [310 CMR 15.223(1)] Inlet tee located ten inches below flow line [310 CMR 15.227(6)] Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 CMR 15.227(6)] Outlet tee with gas baffle or approved filter [310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR 15.228(1)] Separation between uzlet and outlet tees (no less than liquid depth) [310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA [310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" (by 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade 7 one port for systems<1000gpd, two for systems>1000 gpd [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation [310 CMR 15.211(1)] Buoyancy calculation Required/Done [310 CMR 15.221(8)] H-20 Where appropriate? [310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.2111 '�rfi'"f '�{ �..tJl y3►4'{�+,a9RL��"`dhYibG'1T b6H�ir C {4' b r r'.- i t f�, Required when other than single-family dwelling or flow>1000 gpd [310 CMR 15.223(1)(b)] First compartment 200% daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and(3)] "U" pipe through or over baffle, outlet of each compartment with gas baffle or approved filter [310 CMR 15.224(4)] Address Sheet 3 of 7 N/A OK NO �JID�11S�� IEZ' IU ® x >PY�gTdyG + Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at least 18" below water line (when water and sewer cross, see 310 CMR 15.211(1)[1]) Cleariouts required/provided? [310 CMR 15.222(8)] Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable V [310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] Siphon problem/ (leachfield below pump chamber) Endcaps or vent manifold specified? Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR.15.251(8) and 310 CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe l types allowed) ✓ DY S T�R"I S MT�i O NHS O ' JA Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(f)] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Minimum sump 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] ✓ Capacity(emergency storage above working--design flow)? [310 CMR 231(2)] Proper setbacks [310 CMR 15.211 (same as septic tanks)] Watertight 20-in minium access manhole at least 20"MUST BE TO GRADE [310 CMR 15.231(5)] Service components accessible (not too deep with piping, discomlects accessible) Alarm floats - alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating ill lead-lag mode. [310 CMR 15.231(6) and(8)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed ? Provided? [310 CMR 15.221(8)] Address Sheet 4 of 7 N/A OK NO SOLABSOE'TI>OIS "S,1I . Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR j 15.240(1)] Required separation to groundwater? [310 CMR 15.212)] Aggregate specified as double washed [310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) 310 CMR 15.241 [ ] Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[41 and Guidance Document] Chambers and Gal, in trench configuration supplied with inlet j every 20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole (if>2000 gpd must be to grade) [310 CMR 15.253(2)] Aggregate P minimum- 4'maximum. [310 CMR 15.253(1)(b)] 2' sidewall credit maximum [310 CMR 15.253(1)(a)] In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)] � �mrQ1_dA O` III {!. Width 2'minimum 3'maximum [310 CMR 15.251(1)(b)] 100 feet -maximum length [310 CMR 15.251(1)(a)] Minimum separation 2x effective depth or width whichever, greater (3x if reserve between trenches) [310 CMR 251(1)(d)] Situated along contours [310 CMR 15.251(2)] Breakout OIL? [310 CMR 15.211(1)[4] and Guidance Document] _ aa� �a�aan ize o T. o fief minimum 2 distribution lines [310 CMR 15.252(2)(a)] Maximum separation between lines 6' [310 CM RI5.252(2)(d)] Maximum separation between lines and outside of bed_4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6"minimum, 12" maximum. [310 CMR 15.252(2)(g)] Separation between beds 10'inini_mum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only [310 CMR 15.252(2)(i)] Address Sheet 5 of 7 N/A OK NO Pressure Dosed Systerrc ? Provided pump and piping calculations as required [310 CMR 15.220(4)(r)] Pressure dosing required on all systems >2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and IIA Remedial Use Approvals] If used in gravelless system-make sure jet is directed as not to I scour soil interface [Guidance Document] Inspections once per year(systems<2000 gpd) or quarterly (>2000gpd) good to note on plan [310 CMR 15.254(2)(d)] Construction in fall -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? Impervious barrier and/or retaining wall ? [Guidance Document] Impervious barrier installation must be supervised by v designer [310 CMR 15.255(2)(b)] M Retaining wall must be designed by Registered Professional Engineer [310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? [310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2) and. Guidance Document] At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 (2)(e)] VA.raless stepta [` r'�°`o"a a ter Check DEP Approval letters for credits and design conditions j If used with pressure dosing do not allow pressure discharge to scour soil interface e�nrati�, ie c Y err [I/ p v�ell.e ers Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology beuig properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for, I maintenance a perpetual greement? Any alarms involved on separate circuits Did the applicant submit an operation,and maintenance manual? Has applicant submitted a copy of a maintenance Are the variances listed on the plan? [310 CNIR 15.220 (4)(q)] RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.414] Address Sheet 6'of 7 N/A OIL NO Ndtrogera Serisatave��eas,ay��,1� 4;� 'yy ?�+ `pqg `_}" 7.,��,"+W..FG3? $ ..;r�� .l,k-I�dx°k. ;a:.r'�`�aYibtSa71:n� ` �� ;:✓AijJ + 7� n�p ' .,�,..,r Is the system in a Designated Nitrogen Sensitive Area (Zone11 for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CNIR 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1)] IVlasc'ellnize®uss;,�,`+`R(h�!°;t;K��ax.'R3, A.{ .a�. �i. k ,EM��F .y,v l' "'� �� arw 1.�'�h,3z 'r'�i t� .�i`.•, Pumping to septic tank ? [ 310 CNM 15.229] Shared System [310 CMR 15.290] Address Sheet 7 of 7 f FROM :down cape engineering inc ' FAX NO. :15083629880 Aug. 17 2009 07:48AM P10 -� - — 9 _` ,,own of]3u.rnslaU)e �;. 'O'et•� 1.)t'[)FIt'tmCpt of iZegnlul.UCy 5-kl'VICE`S f Public Health Division Date:.•eat. `e 200 Main Srfce.(.Hynnnis MA 026ul (ol ' ✓D '1'Ittle:—.L.u � Fite Pd... ��—. ._ Dnt.e Sr•he:duled__.._ 2 d ' Soil Suitability Asses.sinent for S1Cj1`! 9e i,spvsc d Willi EySri lHy:_V v..` � Pca'orvuclBy:"1/�bta-='��� �--`/'-y'_��. - -- _ ----•---�--�--..—� --,. _ _—._. .. — LOCATION & G',.EN'.11,RA. , IMil 2N1 AT1(�I�I A Locntinn Addeamn Q ve-S- .99k4c- 6 Owner's Nnn.r -/(�✓tr�t/j�^7 L1�k W Assessor's Map/Purvelt OZ I�j/ / P..ngiut.cr'x NnittE �p fff _ Tclr. Irulic NRW CONSTILI,)Ct'1C)N REPAIR _ ___ P -- �1 - Lind lJ6e'_ Slnpcs cm 5__,.'_/y SIU'I'weE Slw1Es .V�L�J1/�-11 ulcL.'lnt:eA front: Opea Water'Body PossfUlr Wet.Are:t ll//(L—_I'( llrinkittg Water Wclf IJLI/..'_ _ e'. TT77 ui'si'nago Wily._/�� It Properly Line ,{.). _. It Other (Sweet murte,dimcusion.,of Jul,cxael It -;%tions rtf teal hulc9 4e pen:tests.lucnte welbruds 4u proxinJty Fn I;uls) . a y0 -L 0- �q ! Ueplll to .Onchock__-..._. C� ... ..... Parent matrr{nl(gaologle),��Pr\n��.-:-- JvaN`c,.. .Wecpiug Depth to Oroundwalrr. 3latulinh Water in I-tole:f_i0"f��..._—....." - 11•om Pit.Filee trstimated Sao.9ooal111p,h GruundwuLef ]faETj:PRMTNATT0N FOR SEASONAL LLIGH WATER TARLB Method Used: _..__.,—...._—...—.... 4t. prpth Uber..rved slandiny in obs.'hole: __•„_ lu, I7epllt to Ball tJlo[Liek: _ �_,.. .._ _— _In. Uroundwutur AdJuBUural..-. rt f)epih to weephtg from side of of>s.hole: — l4cadin DdLo:—. Indrx Well Irvel.,.' Adl.fitelur_...,._ _ Adl•Uw lutdwnu r 1"evoi _ )ndcx.Welllt 6 _.—. �.�._ .. ... — -- --"PERCOLATION:['ION 'CUP'S, Date—._, _: Time— Observatioll a� 'lime at 9' _ __.., �_•_-�.. 'Tlmo otl ti Ucptll of 11c1c Tiffin(9"-61 SLrit Ptz-�u.k Timu CR? 4� Rod Prc-soak, 1{ale Mfn./melt __ r $ite,dailrA: Addirir nd Tcsdng NEed"I(YIN)__...—. SRc Suitnbllhy Assrsmcnt: Site Passed_. --.. . Otlgiuul; "liblic:kl.ealilt Diviatun Obse iw:,l Dion 1-101e Data'I'u I3c Completed ou **'"Il''Perculatioll test is to be coiulucted wiLbilu 100' elf w0-1an111 yun 111"St first notify fie, Bill-nstable Cu1lsrfvati0n 1)ivisiol.i at lcwst one (1) wecl( prior to beginwling_ (�:\SEP)'I(-:\PLrRC:PORM-60C - FROM :down cape engineering inc FAX NO. :15083629880 Aug. 17 2009 O7:48AM P11 DEEI'.OBSRD?.VAT'•7UN IIOLI{:LOG ---`�3ulc# Depth from SMI,1loriaon Soil Texluru Sritt-Color Soif O(hrr Su,face<in:) (USInA) :(Mttnbell) Motcling (Sbucture.Sloaes;Bouldcrs. �P�€13E&IfCY t l�(nvch ,� FS1-. /Dy/LSA LvoSc— �` �lhyl j - UI3S. "Ti w.A'! D 'ION IIULl�:.LOG FIuIe it Depth Sail 1•Irnlzon Soil'rextimt Soil C.:nlor Suit Surface(in.) So" ' -- — (USDA) (Muncall) Moltliul; (Slntetum,Sronr9.Dnujd=,. _ ,.4 - I c -_... —..T DEEP OJ-3SL+'.RVAT'.(O.N I1 LT; L UG �Io1c It Dr,lnha frri Suit Horizon Soll'1•cxlurp„ SurRtce(iu.j Sul color, - Suit l)(Ger ' —M1 — — (IIS1�A) (Muasell) Muttll»g (Sinrcture.Shines.l3 .—,.—.. otOdots: — —- — — — Gs��sist�v,�CLrayol)—.— DEE' '0 3SF:1zVAT110N nci,L Loc;: Peiuh from Soil Horizon . Soil Texttttq; SurFneo(in.) Suit Culur Brill Other (USDA)_--. — —_ ) (Mnuaell) Motlllug (StruuWre.Stones;Dottlders. bi'Iuod T_ r�sur(1t►cc Rate Mn�r_ - A fin vc 500 ycltr flood Lotrn(Inry Nip'.,— Ycta Within SOO year Ixmntinry No.._ Yae_�...._ Within 100 year l'Inrxl bounrtary Na Yes..__ LOCATION S E WAGE PERMIT NO. NI LACE i INSTA LLER'S NAME i ADDRESS _ ® U I L D E R OR OWNER DATE PERMIT ISSUED �a `� q-- ff DATE COMPLIANCE ISSUED �_ �� I L) 3 ' r c 9�` t 0 r r r� . F,q$.......... A/ y THE'COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH %1.1/.✓. ..............OF......� ,�i>S7" ..................................... Appliration for Disposal Works Toustrurtion rjertiii Application is hereby m d fop a,Permit to Construct (L� or Repair ( ) an Individual Sewage Disposal System at: � 0 j J`r- f?pv _GA.................. s ?3 r........... ............................... ... ....... --............--------....---•-----....---.... Location-Address or Lot No. ........................................T S �j/� sS_..------ •--•---•----•-••------__.....................••-----------........----.....--•------------------ y-•---•-- ----------- .........------...--•--- q Owner Address .................... �`.���!�.�l.�r.................. ............................... Installer Address Type of Building Size Lot...8 ` ......Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons.................•...__.____ Showers a Other—Type g -------------•-•------------ P ( ) — Cafeteria ( ) Otherfixtures -------------------------------------------------------•----•----•--•-------•----•-•--••----••--•---•................................................ Design Flow................5�................._.gallons per person per day. Total daily flow.......... 30..........._...........gallons. WSeptic Tank—Liquid capacity.!_4a?..gallons Length.B Width. �_�__��._ Diameter________________ Depth_4�_"'._. x Disposal Trench—No......1............ Width...... o ._.. Total Length....-!8.1...... 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..... ..�: ... �... . Date.. 2f_�...;;.�y8 . 7 7_-- -- Test Pit No. 1.G_Z----minutes per inch Depth of Test Pit.__a¢.......... Depth to ground water....--"_-__-.---_-. 44 Test Pit No. 2.4%.Z...._minutes per inch Depth of Test Pit--- Depth to ground water....... ............. --•------•--------------------.............................................................=.......---•••----•---•..........•---•....-- O Description of Soil---.•--.- �/ ¢ tc!oov Lam r� $,�Sulj- Soil . 9L� � S � .... U 3 •. ---------------•--------------• 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 iITLI 5 of the State Sanitary Code— The undersigned fu her agrees not to place the system in operation until a Certificate of Compliance has bee �:bo th. Signed..----•.••• - ............................................... Vate Application Approved By............ = ....... •. . .... --•---....................... ..... .--1' ... Application Disapproved for the following reasons----------- --------------•----------------------------------•------------------------------•-•------••--•-•--- ........-•-•..................•-•--••-••••---•-----•---•-----•--••--••--••...-•------•--•--••-•-•--••••----•--•----•--•---•-------•-----•---•-•-----•---•-----••---•-••--•-----•••---•------......--•--- Date PermitNo....................................................... Issued_....................................................... Date N :-.�,1� --• �r y • Fu ..�.� $ _................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ./—lon t!........---•--..OF.....� sZn.!sT.. ./ C ........................................ ApplirFatinn for Diipnsal Works Tomitxnrtion rr.nAit Application is hereby made for a Permit to Construct (,,,) or Repair ( ) an Individual Sewage Disposal System at: . ------------ ............................... 7— "'l ...... ......----............................................... fi Location-Address or Lot No. Owner Address .................... �' t•. --•-------------------------•------------ .............................................Add-----............. "•Installer Address Type of Building Size Lot... Y.64 .......Sq. feet Dwelling—No. of.Bedrooms._..........................................Expansion Attic ( ) Garbage Grinder ( ) pa-I Other`Type—of Building ............................ Nd, of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures-=_a----------------------------------------1',----------•-------------------•-------------_--------------------------------------.-----------•------- W Design Flow................s-:.....................gallons per person per day. Total daily flow___---_-_�•� -.-....................gallons. WSeptic Tank—Liquid capacity_/sQc?.':Vallons Length.8 6.'__..... Width.!..L Diameter_______________• Depth..�., .:8 x Disposal Trench—No..... ............. Width..... Total Length_..._?8......... Total leaching area__j4_74?.......sq. ft. Seepage Pit No-_------------------ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation'Test Results Performed by.... :•��f !a_.._ _.....�' : +�t._._._..•__.....__. Test Bit No. 1.4___Z...._minutes per inch Depth of Test Pit..Zr!t.`:...... Depth to ground water_-__~---'-•----------. f34 Test Pit No. 2_.-C,..7...___minutes per inch Depth of Test Pit...?c� ......... Depth to ground water..._._'.................. Pa --- --------------------------------- ------------ ---•----------- ----••------.--..-----------•---------... ........... D Description of Soil----..... � . I'yavvGo ....�/�.s s �`c't - e'' - 4 ty .._- ! .... 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 T IT Li:. 5 of the State Sanitary Code—The undersigned not to place the system in operation until a Certificate of Compliance has b i ued by the b - lth. Slgne ----------- -- --- D Application Approved BY .� ; •• ............ to Application Disapproved for the following reasons-!��--------------------------------- --------------------•-----------•-•-----------------------------------------•--------------------......--•••••-- ....................•----......---------......_....----------•---•-----------------------.......---------------------------`......-------•----f--•••--•---------•••--•---•-------•---------------.--- C Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .07.we?1 ...............OF.....eel-re ..C- .................................. Tatifff of Tomplaanrr THIS IS TO CERTIFY, That the Individual"Sewage Disposal System constructed (✓f or Repaired ( ) 1 >: by........... ---------------------------------------•-----------------------------........--------------------------------------------------...-------------------- . paa:5. �. Installer at.. �. y, ------------- �- =----- has been instalee in accordance with the provision's of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit:.4No.._ .. . ............. dated_............................................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTOR" .; DATE................................................ 'Inspector...........- i" THE COMMONWEALTH OF M,�SSACHUSETTS F: BOARD ,,OF HEALTH OF......• li 5Z6: �$. -- FEE....... .............. Disposal nrks "TaIntrnrtion unfit Permission is hereby granted--------........ e�+4. •h�.A..............-`--..................................................................... _.. to Construct (toojor,,,Repair ( ) an Individual Sewage Disposal System _rw. ................ ...........__...__.._________....._..._..............._._............._._......_.....................No - .y._.____... Street ' as shown on the application for}Disposal Works Construction Permit No............ :....... Dated.......................... .............. G ✓ tl A.- >�?--�- -- Board of Health ., DATA ----..........................�•-----------------------.........-•---- FORM 12k5 A. M. SULKIN, INC., BOSTON "• ,,� SNP r i of Z- a ST�T� //iGNw �70. 33 I �0 $I /25'4- b� gy - Iv �. 7rN z Senn, O . 7.-K -4ol ql, 01' 7 sex IU e.ae u Al'. L07- WZ e} �� qo l , iosgo 8 ' ' 3 8/ 1 I �e3FeVe Z07- Z.os8 Ace�3 /si f 1 SF- I I LoT j`Z /VoTb- EzE'1�1770n/S BHSED ON ASScr�+'C�-D A'�az�y LOCATION WG3T BA,e�vsT�9BGE ?Ass. SCALt � z3 �yB¢ . . . BATE . . .h ,Y. . ., . . . . . . PLAN AEFERENCE . . .vc . .fir °y.1.. . . Sya w.v a.� /�L�,✓ �oo L� 38 Z. . ARD G2 E. ,r . . . . . . . . . . . . . . . . f KELLEY ^'i Na 26100 y CISTE I CERTIFY THAT THE q/19 su Ev SHOWN ON THIS PLAN is LOCATED ON THE GROUND �i AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF WHEN CONSTRUCTED. DATE : . . . . . . . . . . . . . REGISTERED LAND SURVEYOR L. . 9/00. . . ... . TOP OF FOUNDATION •i " p„ CONCRETE COVER CONCRETE COVERS 4"CAST IRON ' ' OR SCHEDULE 482 MAX. � 12"MAX. P.V.C. PIPE 4„SCHEDULE 40 P.VC.(ONLY) PITCH 1/4"PER.FT PIPE - MIN. Goy rip PITCH 1/4"PER.FT. 4w_ OeEutsT ° Dir�v3°25 now- INVERT DiFFs°2 E L. B8,,7. . ... �4 9 INVERT INVERT SEPTIC TANK ,� DIST. . , • w n INVERT EL 3 BOX EL.Q8....o8 >_ !' - . . .. .. . a ELae,ZS INVERT ;;; 3/4 TO 11/2 ww EL88.Qo two.0 WASHED o. I w STONE. /o 87.00 PROF!LE OF GROUND WATER —TAB—LE— SEWAGE DISPOSAL SYSTLM NO SCALE SOIL LOG WITNESSED BY DATE ?P 14 TIME. �'3o.n�. JoNw �co8. •2S.• BOARD OF HEALTH TEST HOLE Z TEST HOLE "3 ENGINEER ELEV. . .9/oo. . . . ELEV. .9Z-�.� WiwDle/ary DESIGN DATA 24 it e^c.8yov sue--so, 3 ��• sA�e � NUMBER OF BEDROOMS . . . . . . . . wirt/ Sywves E'Z.BBoo TOTAL ESTIMATED FLOW 33o GALLONS/DAY $SdfE F..vE3 cC&A*/ SA-4) Wiry/ 1-7&-ms of BOTTOM LEACHING AREA 380 . SQ.FT. /PIT/6:PP. 9c" 04 s�nva d crwvez- �' �`• /Zo" SIDE LEACHING AREA . . . 96 . SQ.FT./ PIT/Z4o Z C,�?D. \�\ CCsic/AT GARBAGE DISPOSAL . -Y�-. . . .(50 % AREA INCREASE) N\ / „ 7761— '�\ 77� ' [sL.BC,00 TOTAL LEACHING AREA . 4 76. . SQ.FT \\ \ PERCOLATION RATE .41�55. � !,7�/p. MIN/INCH T LEACHING AREA PER PERCOLATION RATE . ?o. . SQ.FT./C.RD, WATER ENCOUNTERED L / TlZc�/Ch/ NUMBER OF LEACHING PITS . . . . , APPROVED . . . . . . . . BOARD OF HEALTH DATE AGENT OR INSPECTOR ESN OF ?� EDWAR o� LoT / Ir p_ i N I a o P . /E�c.7Zs . . .�A . . . . . : 'A N O z /F iS7-4 G� No$S pEa o0 S00AB�P� PETITIONER IF o 30'-0' _ d+ C�@ E.T.P. E.T.R. El O .7789 Y <i T€ an s FkA � o . 3, w j 4id N I� E Yl `TTvr' . eaEe ACCESS HATCH TO BE - E REMOVED ACCESS HATCH �! 0 REMOVE FLOOR FRAME V - T1415 AREA FOR NEW Z) VAULTED CLG. Z w A 5U 1 m� 9 vi �s p.0 r mcd o .. �•� 5 z SECOND FLOOR DEI IOLITION PLAN 0 SCALE: /8=I'-0" Q Lu J Lu Q 66 LL Lu RAISED BRICK SITTING - J z �.Ej z m WALLS TO REMAIN " FYI TIN- �/`� 1�/. Elll-- ...�� ER .+J - To REMAINo - EX15TING SLIDERS 0 Ly TO.BE REMOVED Q REMOVE EX15TING " 0 O m STONE STOD E.T.R. E.T.R. _ W ku, EXISTING TUB I ' DINING RM. I IVING RM_ _--=-'O RE AN ♦ _ ____�_mega.=_�____r v�i (Y SALV L.O _ L i CL REMOVE EXISTING vo--- BATH FIXTURES '6 REMOVE EX15TI �L' B DR001'I-I ,�IJ I FLOOR DEGK, FOUNDATION TL MAIN RE NI KITCHEN TITLE. n BEDROOM !.e FT. _E EXISTNG HALL e o DEMOLITION REMOVE EXISTING L-_-� 12: ___ ___ ___ E.T.R. E.T.R. SALV I^N BULKHEAD DOOR_ c. !. Sr--- PLANS E FOUNDATION --- r !']l!Q SALV SALV SALV E.T.R.' REMOVE EXISTING J J EXISTING BRICK DOOR 2 STOOP 3 IT X. - I� 5TOOP/STEPS- REMOVE EXISTING {� TO REMAIN WALLS t FINISH FLOOR ONLY REMOVE EXISTING pdDER }71 EXISTING FOUNDATION, "DOOR t STOOP I ar'I. EXISTING ENTRY DOOR E J FIL FRAMING t SUBFLOOR �_- BRICK STOOP TO REMAIN TO REMAIN DATE ISSUED: 04/06/2010 - - 'REVISIONS: N I EGEND o rARAGE c ��=INDICATES FIN TUBE.RADIATION BASEBOARD HEAT N . ® INDICATES AC FLOOR REGISTER Q. - ©INDICATES WALLS TO REMAIN O [___l` ___3 INDICATES WALLS, DOORS, WINDOWS, ETC.TO BE REMOVED 1 DRAWN BY:. 1. E.T.R. EXISTING TO REMAIN S.IWALIL SALV EXISTING TO BE REMOVED t SALVAGED FOR RE-USE PROJECT#; I 2A'10° R-2010-LL DRAWING NO.: FIRST FLOOR DEMOLITION PLAN O SCALE: NOTE ALL EXISTING WINDOWS NOTED A5'SALV'SALVAGE TO DI BE REMOVED t STOCKPILED FOR POSSIBLE RE-USE. ALL MECHANICAL EQUIPMENT TO BE REMOVED(INCLUDE BOILER, BASEBOARD HEAT AND DUCTWORK ETC....) - REMOVE EXISTING CEILING TRIM AT EXISTING DINING AND LIVING ROOM L FROM :down cape engineering inc FAX NO. :15083629880 Aug. 26 2009 12:30PM P1 ' .,own of Barnstable Regulatory Services.. Thomas F. t:cil.cr,)ilira:ctor BAMM R& Pubf a .Elealth Division t639• � _ �610 mKld" Thomas N.l.cKeata,D)ircetor J 200 Maim Street,.H.y:wnPsk,iVTA 026e01 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer C'erti.tication Form Date: a6 D Sewage Permit# d aG q� �� Assessor's 1blapWarcc1 ��,_a PC, Designer: �C�Ut^!V1 e .Instnuer: Arl(IresA: < ley J l� _. Address: ►�d� Chi J I J- IVI t) � �Cow was issued a permit to install a (date) (installer) -.. _ ... . septic system at based on a design drawn by (address) Q A dated.. ? "09 ( ..igtier) • _ T certify that.the septic systenn referenced above was installed substantially according.to the design, which may inchide .m.►-nor approved changes sucli as lateral relocation of the distribution box and/or septic Uank.. I certify that the septic system referenced above was installed with major changes (i.e. greater ftw.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-built by desipier to-follow. 1"OF*&. mac$ t]ANI LA. OJAIA (lnst<alier's Sigmature) _ CIVIL. No.46502 TF �37E� SSIONAI FN (Designer's Signature) (Affix Designer's titanap f Tece) i 1'I,Y,ASJi, TrETURN TO BARNS•1'.tlli Y, .1.UJU,K' 1..1F,A),TU DJVR`10N. (.:EWk'1'FiC N1,E OF i C! 1VfT.',LTANCE_WILL N(Y1. BY, ISSTTED UN T H, ROTH T..HT8 FORM AND AS-BUILT CARD A Q RFCEiVED IlY'i'l11;13AJttlV,STABLE PUBLIC,HEALTH DM,910N. THANK YOU. Q T.Tealth/Satdic/Decigocr Catificatiun irunn 3-26-04-duc .� ' ,i .� r 'r. _ _ i y E _ � _ ' .. - \ �. _ i � i f ` � � � � � N r- � . . .�: t , �_ . � . y , a �- — .,� { ' e � . F -. � � i Y _ F i .t' � . . _ __s Y, s ... . . -�.. - r . 1 � i �- � - - a ,. � -.. ,i _ .. .. .-�j- .: .. ' _ _ _ _ _ _ _ � Y .. r t - - _ �� DI NO MMU 0397 d 63 casmEA 9b -tit 3 �- s � 11 - ---_-__ _ IMPORTANT UPGRADE REQUIRED I I _ STATE 13UILDING COdE REQUIRES THE UPGRADING OF SMOKE DETECTORS-FOR THE ENTIRE DWELLING WHEN ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. r_ INBTEALLATION OF SMOKE DETECTORS IS R -TiRHEED FOR THE ELECTRICAL - I DI PERMIT DOES NOf SATISFY THIS REQUIREMENT, Is i� SMOKE DETECTORS REVIEWED I / UI PT G D DATE t,7 C, _ I FIRE DEPARTMENT DA-� - 4 ! ` h _ _ ___ __ - .-' BOTH SIGNATURES ARE REQUIRED FOR PERMITTING a � qt P "g U3e "' ;}` p+`xf'tp4� _ a^ • ��°+.. r 3 ax PtW _ ' t © /,) / L t �� I I,' 4 •• t��jLt' q.� l - t 9 " ,5 4,riv ! I { �I f-4 l j 1 � i C 1 , 1 . s ( ._.tee•,.,--r--., �,�• ._..y 4� ,-..__-....�-......,�+--.... - axe. — t. _..,,-...._.__.s _..y.»._ __....Z..-�.__ ...._.. ..._..._.,_._.r.._. _ ...._..—.__..._ __ } : 1 t j 1 s - } e � s I ^ 1 N r WITOMPT aaw SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR PROVIDE (IF NEC.) MIN. 20" WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS APPROX. NGVD (GIS SPOT EL.) ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE TOP FOUND. EL. 97.8' 2. MUNICIPAL WATER IS EXISTING \ MINIMUM .75 OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM 97,0 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST PRECAST H-10 UNITS TO BE AASHO H-]Q RISERS (TYP.) Railroad 2'0 * 4"OSCH40 PVC .a 9 7 f 2" DOUBLE ASHED PEASTONE PIPES LEVEL 1ST 2' 5. PIPE JOINTS TO BE MADE WATERTIGHT. OR GEOTEXTILF FABRIC 94.1' o er9ate EXISTING 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE W bane 10" 1500 GAL H-10 14" ' TEE SEPTIC TANK TEE o WITH 94.3f' �� �� 310 CMR 15.000 (TITLE V.) Locus (RE-USE)" o0000000000, 6" MIN. SUMP o 93.60 0 GAS BAFFLE °,00000000000 12" MIN. INT. DIM. 2' Coe Cod 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND P 93.82' 93.65' �80 �` 91.60' NOT TO BE USED FOR LOT LINE STAKING OR ANY o Community 0000 � OTHER PURPOSE. College co " H-20 3050 INFILTRATORS 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 6" CRUSHED STONE OR MECHANICAL 3/4" TO 1 '1/2" DOUBLE WASHED STONE 9. COMPONENTS NOT TO BE BACKFILLED OR ��� o Route 6 *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL COMPACTION. (15.221 [21) CONCEALED WITHOUT INSPECTION BY BOARD OF OVERALL DIMENSIONS,TO OUTSIDE OF STONE: 41.5' X 10.25' $ 2 HEALTH AND PERMISSION OBTAINED FROM BOARD � UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ( 2 % SLOPE) ( 1 % SLOPE) OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP EXIST SEPTIC TANK 23' D' BOX 4' LEACHING CALLING DIGSAFE (1-888-344-7233) AND . FOUNDATION- FACILITY VERIFYING THE LOCATION OF ALL UNDERGROUND & NOT TO SCALE 83.4' BOTTOM TH-1 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT No GROUNDWATER FOUND WORK. 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE ROUTE 6A ` ' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 216 PARCEL 74 WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE. - SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. LOCUS LIES WITHIN AP DISTRICT NO CONSTRUCTION PROPOSED - UPGRADE ONLY 12. EXISTING LEACHING FACILITY SHALL BE PUMPED �- 170.33 AND REMOVED OR PUMPED AND FILLED WITH CLEAN LEGEND- SAND. 99- EXISTING CONTOUR 13. REF. SIEVE ANALYSIS, FILED WITH TEST HOLE REPORT x 99.1 EXIST. SPOT ELEV. - g - 99 PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH, SYSTEM DESIGN: **'REMOVE EXISTING DISPOSAL FROM HOUSE TEST HOLE YYY PLUMBING GARBAGE DISPOSER IS NOT ALLOWED*** 2� SLOPE OF GROUND' o o DESIGN FLOW: 4 BEDROOMS ® 110 GPD =440 GPD UTILITY POLE USE A 440 GPD DESIGN FLOW FIRE HYDRANT NOTE: NOT ALL SYMWLS MAY APPEAR IN DRAWING I SEPTIC TANK: 440 GPD (2) = 880 RE-USE EXISTING SEPTIC TANK ** TEST HOLE LOGS GR,+VEL DRIVE LEACHING: SIDES:2 (41.5 + 10.25) 2 (.74) = 153 GPD ENGINEER: ARNE H. OJALA, PE, PLS BOTTOM 41.5 X 10.25 (.74) = 312 GPD WITNESS: DAVID STANTON, RS TOTAL: 628 S.F. 465 GPD DATE: JUNE 29, 2009 USE (5) 3050 PERC. RATE _ < 2 MIN/INCH WITH 3, INFILTRATOR CHAMBERS LOT 1 STONE AT ENDS AND 3' AT SIDES 89,646t S.F. CLASS I SOILS p# 12605 i ELEV. ELEV. ' � � EXIST. DWELL. M BENCH MARK - CORN. OF Opt97.4' on 97.5' TOP FNDN = 97.€3' CONC. BULKHEAD EL = 97.8 / 9%06 Ap Ap /SL UNSUIT. /SL UNSUIT. � .01 96.49 , MA 10' HIGH APPROVED DATE BOARD OF HEALTH $" 10YR 2/1 10" 1OYR 2/1 7.40APATONE 7�$, 14" OAK STUMP B B �LS UNSUIT. FL UNSUIT. 97.32 18" MAPLE TITLE 5 SITE PLAN 24" 10YR 5/6 28" 10YR 5/6 .9 . o. ss.ss OF 9 .17 4. g •93.90 ° 34 96.82 C 1 C 1 9g �' 5' REMOVAL OF UNSUITABLE SOIL REQUIRED / UNSUIT. VFS UNSUIT. F , \ AROUND PERIMETER OF LEACHING FACILITY, 208� ROUTE 6A VFS .17 9754 DOWN TO SUITABLE SOIL LAYER. REPLACE WEST BARNSTABLE .5 2 96.80 WITH CLEAN MED. SAND, TO MEET 48" 2.5Y 6/4 48" 2.5Y 6/4 �96 s s ° (\ TH SPECIFICATIONS OF 310 CMR 15.255(3) PREPARED FOR N EXIST. 1500 GAL ST 1° qSN �(C2/ C2 ° �4�K oFMgss9c� - °�� DANIEL SALLY PATRICK UNSUIT. // UNSUIT. �� •ss.14 ,�° DANIELA. '� A. �w SANDY SI L " SANDY SI L %9618 ° .� sz 3 , o OJALA OJAI,A ifs ///// ///// No, 4 �Pj^ JULY 7, 96" 2.5Y 5/4 89.4 96 2.5Y 5/4 89.5 No. 502 � 2009 C3 C3 EXIST. SAS (SEE NOTE 12 •97.90 7 - a o ., / / / ` '4 off 508-362-4541 fax 508-362-9880 14 LS LS 6.59 �o ARNE H � I downcape.com ss.93 '9oy oa�� ARNE otio SIEVE o OJALA H. , 1OYR 5/6 1OYR 5/6 CIVIL . Scale: 1 = 30 OJALA N own cope engineering, inc 168" 83.4' 152" 84.8' No. 30792 �No. 6348P 7 0 15 30 45 60 75 FEET �o �FG�S �������' a s ClVI/ engineers G land surveyors NO GROUNDWATER ENCOUNTERED L � 201.52 939 Main Street ( Rte 5A) TE ARNE H. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 0 9- '3 7 09-137.DWG(SBO)