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HomeMy WebLinkAbout0276 OLD JAIL LANE - Health ,G 276 Old Jail Lane Barnstable F. A = 278 —049 - 001 - K a s yt J _ .._-F 77 f Ar qL Ir 41 , n y ' � 1 + v n c >t y l � n y fr y C P ..• . ^,1 e v . v •i; a a r N - , u- <p a rt , r , F f� c T, i , Y e. rT uV l 1' il � 7 - V �a .. + t 4.' � y V - �r ,.� �`��. ,Il y..w.;.•�` wi. LL Vy.. ..d y_. V W ' s ;fie.. u _. - .. fl .[• - .. .rr o -., nr.� f2. -tl �C. ,u`' j,d ' _ ..�: _ a ` o u ne n �a 4 W R t TOWN OF BARNSTABLE LOCATION 7,� a/� 1ZZ,4X1tJ- SEWAGE#�Q ' 3 VILLAGE j�,�}�/L������ASSESSOR'S MAP&PARCEL g78'-4Nq—Oy, INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) C�, 1j 41- %�ze) NO.OF BEDROOMS S OWNER PERMIT DATE:.` COMPLIANCE DATE: q12 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 (IW49f //� A— C Sz °n A-z Li-i A - � �$ lZ r 6 3' '�► No. C "t Fee e� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ye 21ppl tation for Disposal *pstpm Construction Permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.-Z76 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 9 .222vc.f _oo T y Installer's Name,Address,and Tel.No. Q v �(Qiy�r`i. Designer's Name,Address,and Tel.No. 2Br1=33'0 _,4fo.°e 97— rfi cw o,,41 j-cye- g!>T $3r W. a a.y on C9 26 7 1,e Type of Building: Dwelling No.of Bedrooms Lot Size BO�ZL-7 —sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) f��� gpd Design flow provided 6 C2 gpd Plan Date f�/S�i 5' Number of sheets 2. Revision Date Title �o�o�r� �E'�'sRi f��f�etz Jem!le ng Size of Septic Tank C.? Type of S.A.S. Description of Soil s°��•� d _ L/d Nature of Repairs or Alterations(Answer when applicable) �_�� �70,3—` �E Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sig a Date Application Approved by Date �� 1 Application Disapproved by Date for the following reasons Permit No. 7 Date Issued No. IX s —3! + ' Fee ! S THE COMMONWEALTH OF,MA�SSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION, TdW—NN OF-BARNSTABLE, MASSACHUSETTS application for biiposal to' struction Permit Application for a Permit to Construct( ) 'Repair(Upgrade O "Abandon( ) ❑Complete System ❑Individual Components {' 4 Location Address or Lot No.2T6 �� ✓ ' / ��' Owner's Name,Address,and Tel.No. Z7° _C 4- Assessor's Map/Parcel 0 2r-029 ,OU y IV- 9 _ y Installer's Name,Address,and Tel.No. Designer's Name,Ad"dress,and Tel.No. �-&/�-77� 1--2,Ftt�_?J ��4i7 JT� �'KJr'.E P/r nG w ei•41 GCC.�. at�i•/o�/ 0,��'T� �� GwPS-�"-7'iG✓1 S,Fi'C/� � -dreJ'f a✓ Type of Building: Dwelling No.of Bedrooms .5 Lot Size So, ->Z T sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 5-'S eq V gpd Design flow provided S6 (r,� gpd Plan' Date p�/S�/S'�r Number of sheets 2 Revision Date Title �o�os�o/ ✓rP�f Sys fc e Size of Septic Tank /go c9 Type of S.A.S. S-:/c,. C� Description of Soil 41� S �,�� moo _ tad Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5.of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sig a Date — Application Approved by Date � � Application Disapproved by Date for the following reasons Permit No. �rj l Date Issued ------------------------------------------------------------------=-------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(✓f Upgraded( ) Abandoned b G'G at 7 76 C?�el J o. �/ /,,. �.�-r<��,� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit Ne'�0/5 3JL)dated 0 5)) 5 Installer ' �y�_ z, Designer #bedrooms ] Approved desig ow A 5S 0 gpd The issuance of his p rmit shall not be construed as a guarantee that the system wil f�ai Faa"sde'si�7,ed. Date q .1 i � Inspector J U ------------ -------------------------------------------------------------------------- No. `7 L Fee G c� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS, Misposar *pstrm Construction permit Permission is hereby granted to Construct( ) Repair(4;_� Upgrade( ) Abandon( ) System located at 7S O ri and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be compl 'ed within three years of the date of this pe� it. Date q / Approved by i I T S. NO.: CIT /TOWN: �gr�S4C APP ICANT: N�2 ADDRESS: 2-'7 G Olol SG L K �arms �'��le DE1 GN FLOW: 5-50 gpd RE EWED BY: DATE: 5� i N/A OIL NO Legall boundaries denoted [310 CMR 15.220(4)(a)]� Stree Lot, tax parcel number and lot number noted on plan [3.10 CM 115.220(4)(u)] _ Locu Provided [310 CMR 15.2204(t)] Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for COMF Qnents) [310 CMR 15.220(4)] _ Ease ents shown [310 CMR 15.220(4)(b)] ✓ ___ SystdIn located totally on lot served [310 CMR 15,40`'5(1)(a) for u r des]- if not, a variance is required [3101 CMR 15,412(4)] Location of impervious surfaces (driveways, parking areas etc,) 1310 CMR 15.220(4)(d)] Loclon all buildings existing and proposed 310 CMR 15.2 0(4)(c)] Loca ion and dimensions of system components and reserve ✓ _ areas l[310 CMR 15.220(4)(e)] S st Calculations [310 CMR 15.220(4)(f)] daily flow �e tic tank ca aci (required and provided) e ✓ _ soil absorption s st:em (required and provided) Whether system designed for garbage grinder c/ Nort arrow [310 CMR 15.220(4)(g)] Exist hg and proposed contours [310 CMR. 15.220(4)( )] ✓_ ___ Local ion and tog of deep observation holes (existing grade el. on each est) [310 CMR 15.220(4)(h)] Nam s of soil evaluator and BOH representative [310 CMR _ 15.2 0(4)(h and (i)] Loca on and date of percolation tests (performed at proper eleva }on?) [310 CMR 15.220(4)(i)] Perco ration test results match loading rate? [310 CMR 15,242] Certi 'cation statement b Soil Evaluator 310 CMR 15.220(4)(j)] Obse ed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.22)(4)(n)] I Address Sheet 1 of 7 i Jwl N/A OK NO Loc ion of every water supply, public and private, [310 CMR 15.2-0 4 k within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supplyw within 2.50 feet of the proposed system location in the case within 1.50 feet of the proposed system location in the case of EAvate 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 locat d within. 50 ft. [310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located [310 CMR 15.2 0(4)(m)] (if water line cross see 310 CMR 15.211(1)[1] Profs e of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(o)] Sta of designer [310 CMR 15.220(1) and 310 CMR 15.220(2)] ✓ ___ Sta of Registered Land Surveyor (required if construction activ ties within 5 ft. of lot line) [310 CMR 15.220(3)] Test ioles adequate (two in each of the primary and reserve unlej,s trenches as permitted in 310 CMR 15.102(2) or as appr ved for an upgrade under LUA at 310 CMR 15.405(1)(k)] Test iole adequate to demonstrate four feet of suitable;material? [310 JCMR 15.103(4)] Test oles adequate to confirm adequate groundwater separation? � [310 CMR 15.103 3 ] Bend mark within 50-75' of system [310 CMR 15.220(4)(g)] Mate 'als specifications noted? [various sections of 310 CMR ✓ 15.0 0] Syst Im components not> 36" deep (unless Local Upgrade t/ A r)val or LUA requested) [310 CMR 15.405(1(b)] Addre s Sheet 2 of 7 r N/A OK NO ref+' y ; Size OK? [310 CMR 15.223(1)] Inlet tee located ten inches below flow line [310 CMR 15.227(6)] Outl t tee 14" or 14".+ 5" per foot for increase ft depth [310 CMR 15.2R7(6)1 Outlet tee with gas baffle or approved filter [310 CMR 15,227(4 ✓ __ Note regarding installation on stable compacted base [310 CMR Separation between inlet and outlet tees (no less than liquid L/ de t 310 CMR 15.227(2)] _ Inle Outlet elevations at least 12" above high groundwater (exc pt as described 310 CMR 15.227(5)) or permitted for u des under LUA [310 CMR 15.405(1)(k)] _ Mi um cover 9" (Tanks buried more than 9" must have risers on al openings and on the d-box) [310 CMR 15.2228(1) and 310 CM 15.232(3 Thre access covers (inlet and outlet must be 20" or greater) - mid le access at least 8" (by 7/07) [310 CMR 15.228(2)] Acc ss to within 6 " of grade - one port for systems<I000gpd, two fors stems >1000 g I i2d [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.218(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 15.211] � Mtill Required when other than single-family dwelling or flow>1000 d 10 CMR 15.223 1 b First compartment 200% daily flow; Second compartment 100% dail 2 flow [310 CMR 15.224 and 3 ] "U" pipe through or over baffle, outlet of each compartment with gas baffle or a proved filter [310 CMR 15.224(4)] Addre s Sheet 3 of 7 0.- N/A OK NO LocE ted at least ten feet from any water line? [310 CMR 15.222(2)] __— Disposal piping at least 18" below water line (when water and sewe r cross, see 310 CMR 15.211 1 1 __— Clea iouts re uired/ rovided ? 310 CMR 15.222(8)] _ T t blocks specified in force mains? 310 CMR 15.221(6)(c)] __— Slop of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable [310 CMR 15.222(6)] Prop or pitch on all runs? (.005 within gravity-distributed trenches andbeds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] Si ph nproblem/ leachfield below 2ump chamber Endc a s or vent manifoldspecified? Size and orientation of discharge holes specified? (not smaller than /8" not larger than 5/8") [310 CMR 15.251(8) and 310 CM 15.252(2)(h)] Matt rials specified (310 CMR 15.251(5) specifies various pipe type., allowed --- Stab e compacted base [310 CMR 15.221(2) and 310 CMR / 15.232(2)(a)] ✓ ____ Spla h 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)] Rise4 if deeper than 9" [310 CMR 15.232(3)(f)] _--- Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Mi ' um sum 6" [310 CMR15.232 3 e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] 77 1 Capacity(emergency storage above working--design flow)? [310 CM 231 2 ] Prop r setbacks 310 CMR 15.211 (same as septic tanks)] Wate ight 20-in minium access manhole at least 20" MUST BE TO QRADE [310 CMR 15.231(5)] Sery -,e components accessible (not too deep with piping, - discoanects accessible) 71—arr Tfloats - alarm on circuit separate from pumps specified? Exce ds two units must have two pumps operating in lead-lag mod . [310 CMR 15.231 6 and (8)] A Stable Compacted Base [310 CMR 15.221(2)] Buo �ancy calculations needed ? Provided? [310 CMR 15.221(8)] �_— Address Sheet 4 of 7 r N/A O]K NO ST�i1Vl��� ��u Calc lations correct? 4 feed of naturally occurring material demonstrated? [310 CMR 15.2 0(1 ] Re _ f 'fired separation to oundwater? [310 CMR 15.212) A e ate specified as double washed [310 CMR 15.247(2)] -_— Syst m Venting required/provided? (system under driveway or / >36" deep) 310 CMR 15,241] Insp ction ports specified and within 3"fmal grade? [310 CMR 15.210(13)] ✓ Bre4 out requirements met? (No violation of breakout elevation - with n 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Gui �pnce Document] G h SC' Char.I bers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole (if>2000 gpd must be tograde) 310 CMR 15,253 2 ] __ Ag legate I' minimum- 4' maximum. [310 CMR 15.253 1 (b)] _ 2' si ewall credit maximum [310 CMR 15.253(1)(a)] f/ _-__— In bed configuration, inlet eveLy 40 s . ft. [310 CMR 15,253 6 T,j I U 0&A Widt a 2' minimum 3' maximum (310 CMR 15.251(1)(b) 100 1-,et-maximum length [310 CMR 15.251(1)(a)] Mini um separation 2x effective depth or width whichever greater 3x if reserve between trenches) [310 CMR 251 1 d ] Situ 'ed along contours [310 CMR 15.251(2)] Brea out OK? [310 CMR 15 211(1 [4] and Guidance Document] 77 BMW ,g..,`iimuzg of=lie olreld50 ��gPy' : min' um 2 distribution lines [310 CMR 15.252(2)(a)] _a 'mum separation between lines 6' [310 CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR. 15.252(2)(e)] Aggr gate depth below discharge pipes 6" minimum, 12" `1 — maxi num. 310 CMR 15.252(2)(g)] Sepa ration between beds 10' minimum. [310 CMR 15.252(2)(f)] Bott �n area used in calculations only [310 CMR 15.252(2)(i)] — Addre s Sheet 5 of 7 4- N/A. OK NO Pres ure Dared System ? Provided pump and piping talc lations 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 I/A Re edial Use Approvals] If us d in gravelless system - make sure jet is directed as not to scour soil interface rGui.dance Document] Inspections once per year (systems< 2000 gpd) or quarterly (>2000gpd) good to note on plan [310 CMR 15.254(2)(d)] Con trUMOK in fill - Did the plan specify that the fill shall meet the s ecification of 310 CMR 15.255(3)? Im C rvious barrier and/or retaining wall ? [Guidance Document _ pervious barrier installation must be supervised by desi ner [310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engi eer [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 Gui fiance Document t least `i ft, from impervious barrier to edge of SAS (10 ft. reco ended 310 CNIR 15.255 (2)(e)� Grg elles Sj��stemy[I'/iµ E4pPro W;.;- heck DEP Approval letters for credits and design conditions f used with pressure dosing do not allow pressure discharge to sc ur soil interface Alte natcve�,sE �h=c�ystenz`[tl/AAppNo��al�Letters) _ ,, _ _ --� Was DEI' Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement forj perp4tual maintenance.agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance j manual? Has applicant submitted a copy of a maintenance - '' _ _r fir• ,.: � ,,. ..r re the variances listed on the plan ? [310 CMR 15.220 (4 LqI] S Stamp necessary on plan if a component is within five feet c f property line 1310 CMR 15.412(4)] ew construction or increased flow proposed - [Refer to 310 CMB 15.414 Addr ss Sheet I6 of 7 L N/A OIL INTO -51 �it� • :����S+G�`+ ,l��.:3rbS.r.�,.} �h��.���i4.;.`��'.tiGL:r,}w t `.�`�4t�"r.�,t!��a ,�.�"taw,.r4x<��G:�3�:a�i?.rlr.�.'tt.h..��:f _,4.., Is th system in a Designated Nitrogen Sensitive Area (Zone II for a pu lic supply well)? [310 CMR 15.214, 310 CMR 15,215 and ��n 310 F MR 15,216 - also refer to Policy regarding upgrades of such �,2.5 v-9 ��NU� 'n` existing systems] I3 the system proposed on the same lot as served by private well ? [ 0 1CMR 15,214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.2 6(1 70770., Pum in to se tic tank ? [ 310 CMR 15.229] Shar d System 310 CMR 15.290] I i I i I i I Addre is Sheet 7 of 7 I. To -n Of Barnstable Regulatory Services °¢\ ,I Richard V. Scali, Interims Director i STAUU,•s .� Public Health Iyvislon Thoarias McKean,I Di'ricto 200 Main Street, 4ya�nis,MA 02601 Fax: 508-790-6.304 0[+1ce 508-862-4644 . r Installer & De er CestIficatiOn Forte 1 Assessar's map\Parcel_2"7 8-d' 4 q O�f Date, 2�I ��� Sewage Permit# .__— ,� Desi' nep jS %, 'o n Address: 3 Add{ess; • �rZ VV . C;rrE c Mv On oy .� v 4�- ( ,,was.issued a permit to install a s (date) (installer) ' 4'ased on a design drawn by m Septic syste at J'ZZ 0 id S• j C ,1 (address) 1?e _ �'��'' r'1c' hhHr'C�.S �it c. gated :: YLI- .� (1.��.�`i (designer) ' I certify that the septic systein�referenced above was installed substantially according to soils the-design, which may include minor approved changes such as lateral relocation of the a ` distribution box and/or septic tank. Strip out (if required) was inspectedrid the were found satisfactory; , l certify that the.septic,systern referenced above was installed 'with rnaja e11 r.�g�s (i.4 gl.eatex.than 1'0' laeral relocation af. the Sl�S ox a�ay vex .cal relocation.of;u�y c orni�orlej�d tile-septic system) but in accordance WithState & Loc, l Regulations. fl f t an 3'e'vr`�ioz? or 'certified as-built by designer to follow. rip out (if recluu;ed) vas i St rispecied ap:ii th.a soils F were found satisfactory. 1 that the system referenced.above was constructed in c ��� 1 ance �v�tn ibe.'temas of . 1erti F , la ; , the I1A approval hers (ifapplicable) t! '� , (Ins . ller'S Signature) esigner`s Sib ature:) (A[fix Desi �"Pthp Here I PLEASE R.ETUR.N TO BARNSTABLE PUBLIC REAL DIVISION, H APM AS COvIPLZAI'�iCE WILL NOT BE 1SSUE,D�C 1�IT1Z B T CARD ARE RECEIVED BY THE]3ARI�ISTABLE PUBLIC I��LTB I���7IS�O�t, f THANK YOU. Fern,Rev 8-14-13.doc _ Tbwn of Brristable 1,# tltE a� Departmegt bf Regy,latory,Services BAAIQSTA�j E, PutWilb �Iealth ivisioii <'. T1ate ' I l ptAss. = — A tiA¢9• �e�' 2bo Mau,Street'Hyannis MA 02601 ,4 Date`s hedul d . �' Tithe�� Fee Pd 1 �� c70,< C 'Sold Suitab l4- Assessment fo.r Sew e' h os-0l a erfonne<I B t3e �f�-� Y` ��e=' c 1.:S �1Z f y {'fitnessed By: LQ: ANTICIsN & GENERAL INF,ORMATI01' Location Address 2 7�. , �.�C� cn:\ Ln Owffier s Nalfl yv%a 1>f`e'�: \�a(vt S t21\'J�z Address P,a, a7 ,c ' Assossoi%•s,Map/;P,atcel ',77 6 t ��..- OP Engu,edds N�irie �Lk'—me Bf�A t-2 _- .. LNEW CQNSTRl1,CT4fON`TY: RE>?AIRr CZ leptiorte# —��3 �—_ N i Lapd Use 2eS z .�'rt e11 Slgpes(%). Z—�, Stirface Sto.rv11s 1 Af Distances from: Open\Valet Body 7i ft Possible;Wet Area /V!/ fC Drinkir)g Watei W ell — Dratnage'WNy ft' PropcAy Line.` ,gyp�� � ft, Othei i " `m: � ft SKETC I:(Street name dnnenslpn of fot,'exact)pcations 4K.jest holes&pore tests,locaterwetlands in proximity to holes) LID Farent material(gaologi.u) 'l� 'Depth tgiBedrodlc� OfLQ i, Depth to Groupd%yatot': Standing Water in Hoto I"�/Y=e Weeping from('it Face Estimated Seasonal High Croupdwatei DET4RM, ON FOR S�AS'ONAL HIGH.WATERIT �f`1C Method Used: I m• Depth Observed standing in ob's.hole in 'Depth to soil nuittlec. ,___ Depth to\veepin�from sic e of ba halo m Cilnun('\i lC Adlumiliciit g ter: Y i idt; `vWd eve T Re of -.. ... u 'A PERCOLATION TEST, Date T_�.Time • I , ObScn'ation i Hold.# Tillie at 9" }. _ i Depth of Pei-c Tilpe at 6 _ Start P're sopk Tjnje (� lc,�n y Titiic,(9` 6') End Pre-soak Rate Min./I lch _ i Site Suitability-Alisps i ient: Site Passed. _ �ite;Failod,: Additioltatl c.!ing'Needed(YfN) Original: i'dbllc Health Divisioi, Obseivation Hale Data''�o Be Goinpleted on Back 1 ***If perc'olatioq:test;fis to h.� cgpduoted ryifhin 100' of wetland;you must first notify thQ Barnst�tbl(; Copset-votio>a 10ivilsjon At.least 6 (1)week prior to eginnipg.. i Q:\SiSPTIC\PERCEORNI,DOC DEEP 0113ERVATION HOLE 0G. • Dale# pth from Sofl 14o izon Soil Texture Shcl Colbk goill` other Waec(in.) {U5[)A) (Munselq t Mot4hng (StniotdfE,,StO w,-Boutaers. i >qyjT. _ yell NWE RN n ;P'o$ A71�ori' co Lai ,� epth from Soil Horizon Stlll_Tt�Rlure Stl(1Coldr Sold CItH�r r Mb tIt (9 fdt lath,9tdltes,�otticlr H. 1. 6,urface(la.) a, CtislaAS (btunsrll)' endyx mil) - , • _ C� ML _ I 0 DE ;P I�BSE t� iT + l �0�, LOG i Ye ptMfroat SOILHortltna. r; S('I Dekt)re Iy1ugAD11). MoSol t1tlltl G)iliaP litface(in.) E- g tg6,talllhe; fdites,Bdlilder. C' t1gi JI DJEI'' RAZAt tE �pth frdttl Soil HoHion• Sbu Texturb, 5011 C,Vor' ? sdllj.. C1ttiDP urfacet� (USDA) an C'Mutttiell) Mgklllhg (St}uofdtta 9tdll ars P �...,.Y W,.. qo lnod Ins XaQ Rafe.l4�ran: o,� a + •aboveSOb year flooh boundary Nb_ Yes°;.; , r. Within 500 year boundary; Nb Yes Within,100yearfloolund No.� Yet I th of N tu'r�ll �ccurr nn �.es at Ieast four•feet of natt}•ifally 6�c6UJrtlyg,pervlous trtatet�ial exjst id ill Areas observed thtou'hbltt the t'tea propos tl,for he soil abst rptiori sy9t©rtl'} } root, what Is the `pth of naturally;oocutrthgt rVid.tts rba�at ial7 :;:. r e t ti ion cent `:that oti ! L� � � t' (dat�)'j Ij.h passed the ati11 evdluato2 &Xajtl inatibrt approved by h@4 epartllent of lnvirontxt htal I'r tecdn and that the, above anal: sis was p�rfot(ned by me'ct�nis}ent:With dip required tc fining,exp se an4 expdrienc9:tfe9cri etl to 10 MR 15,017,' _ Date gnats e 4 Q1\813M IW13RCFO1W DO '` TOWN OF BARNSTABLE �`�d Alq 0 a o LOCATION__-74 6 �:rAl Gd¢�r SEWAGE # VILLAGE____ ASSESSOR'S MAP & LOT S INSTALLER'S NAME & PHONE NO. 64I rA 5SZ;A Jrl SEPTIC TANK CAPACITY Lj�®O y"i.JO LEACHING FACILITY:(type) _&ECA s r (size) ZooC2 NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER P_�J.S- BUILDER O OWNER 'A.a1S' 2 L;y��J F— Q Eck DATE PERMIT ISSUED: /j Is / ?, DATE COMPLIANCE ISSUED: �/ J VARIANCE GRANTED: Yes No PIN 1-dc3 (7-sAdo� C� Y � r � f THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ............ ..........OF.......... ! / feG................................ ..... _ ,Apure#inn for Diinvaaut Workii Tonstrnrtion Vrrmit oaf Application is hereby made for a Permit to Construct (N) or Repair ( ) an Individual Sewage Disposal System at: ;q`74 OZ TA A ae- GAT✓ ��i2.���i9-/3�� Zo7- ..................................................I. --•---•........•...................... ...-•-...---•-•........................•.... ••-•--•-•---..........................._. Location-Address or Lot No. T�s�� G� cac ....D: �2G1?•� ..........�... rsT.9�3 ......................................................... Ow er � ddress ....7.7--- .......---•• - -----------------•-••--•--••----- Installer Address vType of Building Size Lot....... . .......--...Sq. feet 4 Dwelling—No. of Bedrooms___........¢...........................Expansion Attic ( ) Garbage Grinder ( ) `44 4 Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures -------------------------------- - 53 W Design Flow.............- ............__.._.__...gallons per person per day. Total daily flow...._...___®-_-_...............gallons. WSeptic Tank—Liquid capacity. !?gallons Length.A®`a"--_- Width_!;F_19".. Diameter________________ Depth._,5'-_'R'.. x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No........ .......... Diameter......... Depth below inlet......G_......... Total leaching area....47..sq. ft. Other Distribution box ( ) Dosing tank ( ) z t�� �� � c P� iz /9&* ~' Percolation Test Resumes Performed by................ .___..___:_._._�� ��___. ......... Date...._.........:------__ Test Pit into. 1 ....minutes per inch Depth of Test Pit....�............. Depth to ground water---__--____-__---- f? Test Pit No. 2._G. ...minutes per inch Depth of Test Pit-----Z-sZ 11... Depth to ground water-------_____________ 9 ----•...------------------------------------......................-----------------------------•----•-•-•-•----�•-------.---------------••-•----••--•------ O Description of Soil........0-rr-Z.," tic/voD Los4---F,.--<S'c� _�. 'o e- 3.1 " /,s " I-A&V v ----'S'9....1=...-----------•-•--•--•-•-------••--•--••---•----------•---•.............................•---------------------------•--•------------•----•--------..... --- ------ - ----�... ...._ ......_......................---...-•---........_......................_.__.............�... Y ............ . . .. . ___.__._______.._.._.... _ �._.._._--------------...... _... U Nature of.Repairs or Alterations—Answer when applicable_.....1.`" .� _--.---�___��__---- i - .... Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TATHE y g g p y of the State Sanitary Code— The undersigned further rees not to lace the system in operation until a Certificate of Compliance has beW issued by the board of h h. Signeds--- . ... . ----------------•- -----�-.............---�C Dat Application Approved B -- ........ --------------•---•-.................... -` Cd` , . Date Application Disapproved for the following reasons:............................... ---••••-••--------•----•---•--------•-•---•••-•--------------•---••........••-- ................. ..••••••-•----•-----....---------------•-•................•-•------...--••--------......--•-----•-----.....---•--------------------•----•----•-•-•-------•----•- ---•-•------..-••--- / Date Permit No...._� �:-. ............._ .... Issued_.....l-. _--1i� . Date r, c� G tf t v `w e i r^ r ((�q THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............A.W6�..........OF...............................................>.L Gc` ApplirFafiou for %yog al lVark.5 Tomitrurtiou Prrutit Application is hereby made for a Permit to Construct (A) or Repair ( ) an Individual Sewage Disposal System at: 5 .__......•-••-----•-•-•••............. .....---- --•--•--------- Location_Address or Lot No. tta! _:.....Z?: J/2�"?�;� . ?f=' = ------- Owner • - Owner Address W Installer Address QType of Building Size Lot..�__.��_7______Sq. feet Dwelling—No. of Bedrooms............. Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) 04 Other fixtures ---------------•-------------•-- - W Design Flow_____________4 3 ...................gallons per person per day. Total daily flow.............. ......................gallons. WSeptic Tank—Liquid"capacity__ <?gallons Length.6?!A'___. Width._A_.2*"_. Diameter---------------- Depth__,___-_'8''.. x Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area............__.__.._sq. ft. Seepage Pit No._._._..�_._____.. Diameter.........Zp'_. Depth below inlet....... _........ Total leaching area__.__�:�__sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '-' "Percolation Test Results Performed b �^'-�'' C' '�... Date._._D4`c.____ -------------- Test �y"�� Y =~= - a,aa Pit No. ....minutes per inch Depth of Test Pit_____ Depth to ground water-------- (T Test Pit No. 2__ _ ._.minutes per inch Depth of Test Pit...... Depth to ground water......._"""_________-_ P4 --------------------------------------------------------------- •=rue•-_=coiG �S ':_'I-S-e- /1WV d= ---- U ---- / ----------------------------------------------------------•-•-----•-•-•---•-•--•-----•-•-------..._..----•------------••-•--•----•-------•-----------------...---___..----------- W -------------------------- --------•------••-----••-----------..._._._.._.__._......----•--•------•-----•--•--•----••-.-....----...•--•-•-•----••-•--••-•-••-••------•-••--•---•--•--•--•-•--•--------•• UNature of Repairs or Alterations—Answer when applicable................................................................................................ -----------------------------------------------------•----•-----------------------------------•------------•-•--------------...--------------------------------------------------------.._.....--•---•. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T?T y g g p y of the State Sanitary Code— The undersigned further agrees not to lace the system in operation until a Certificate of Compliance has beepissued by the board of healkh. Signed. l -----•----- ----• �=---•`•.....•'tr ate Application Approved B ____. - o �1�--•--. ...------••-------- ---- � �-D .�- Application Disapproved for the following reasons-----------------------------------'-------------------......................................................... -------•-••-----------------------------------------------------•----='---------------•------•-------••------------------•--•-•-•--------•---•--•-----•-•----•--••--••••-------------••••-••---•---•----- �-� Date Permit No._.--�f'..!�?..._. � Issued_.... �'��1 �- -- -_...•---- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................. v l.c/n/...OF......... �'?2/../ST.�:/%L­Kr.........---••---••--•-• w1wrtgfirab of TomVlitturr TH- IS TO CERTIFY, That the I dividual Sewage Disposal System constructed (X) or Repaired ( } by---------- _- ------� P,Is5kJ.. ---------------•-------•-----------------------------------------...---._......---------...----........----...---------- has been installed in accordance with the provisions of TI 5 of_5;he State Sanitary Code as escrib in the application for Disposal Works Construction�Permit No--- ' ''�-- � _. dated_---10­ '"'" T e�of•-••-•- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUJ4CTION S TISFACTORY. DATE........... .. Q•--•_.. • -........_. Inspector_ a c2 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ►io �alrk woatrion rruti Permission is hereby granted........../3 ------- f / G--.._..-•--••---•.....................................•••...._.... to Construct ()<) or Repair ( ) an Individual Sewage D- posal System at No.._Z 4.....� !4,sf�__. _ , ' 4��!�----__ p0-��-_ T6J °' = ------- -----•---_..._____ Street ems,. as shown on the application for Disposal Works Construction Pe No. " ��Dated___ .__ !���f < - ....................... Board of Health FORM 1255 HOBBS & WARREN, INC., PUBLISHERS -101--EXISTING CONTOUR North x 100.98 EXISTING SPOT GRADE LOCUS W EXISTING WATER SERVICE H.W--OVERHEAD WIRES TEST PIT `oAAy $ BENCHMARK „ LEGEND Qr o A� G Al = a= 8 UTILI P!]LE l L LANE . -OLD ETAs 88.41 . x LOCUS MAP t '88.76 ---_ NOT TO SCALE - x 87.4 301 .40 86.4 � x 91.29 92.31 94.33 -- -' � 92.41 I �91J�� {` 97.82 --- �6. �_ UTILITY POLE -------98----- 99,48 Z ----9�---- - 99.64 a7 M •.i 100.49 ,,,- -----ass . x 100.58 �� W 9.4 41. 99.66 100.90 ZL R�F EXISTING LEACH PITS - --- 1 /� ouL �PR�p,,42' �qY (PER RECORD AS-BUILD- uLDE �-\'� p 0 ��` .86 TO BE PUMPED. FItErD ) / 1 .100,93- 6 WI TH SAND & ABANDONED. Q,., �\ �/ "/ :� 100 67: 1'I t -1 � �� -4 � UULDER � - r, ! I x 98.13 EAR TP-3 x 101.10 �N 105.97 J Q R 1 �-pGS / / :99 70 I fq 101 0 � / / B0 R 100.55 ! 906 / �7.77 Q ER 99.3 x 100.81 99.99 08 00 // 99.3 99,63 ® (100.29 100.07 � � 100 ' ---u rn_ .�I- sOULDER / ,. - .y T.. .. /. _BM,.20 _ _x-1oo.41. . 100.78 / � p� GARAGE . 101..20 EXISTING C, / 9 .52 99.34 •�\99.96 HOUSE// 27V}} -.. I / l /l ® T.O.F.=101.6f x / 100.26 EXISTING SEPTIC TANK x TOP OF TANK, EL.=98.81E Z I ; T INV.(OUT)=97.48E (FIELD VERIFY) av C�,a 99.94v�` 100:05 IN-LAW O) CD APT.• DECK rn / \ 99.59 iINGROUND a 99.31 SWIMMING POOL AREA BENCHMARK SET OUTSIDE COR./BOTT. STEP EL.=102.23 SHED f s. LOT 5A 80,717 ±SF Y 1.853 ±AC. M BL 278-049-001 10 0 F MAS o PETER T. 204.63' a McENTEE CIVIL �' N 29°25'45" E --NO. 35109 RfGISSE��� �� OWNER OF RECORD S$ DREW, JAMES W & LYNNE D ' 276 OLD JAIL LANE P.O. BOX 139 ( �l BARNSTABLE, MA 02630 Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. 1"=30' P.T.M. 212-15 �` 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. 276 OLD JAIL LANE BARNSTABLE MA (508) 477-5313 9/15/15 P.T.M. 1 of 2 Prepared for: James Drew, P.O. Box 139, Barnstable, MA 02630 Vr NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:97.20 FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE ' SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F.=101.6t SET TO 3' OF F.G. TO SERVE AS INSPECTION PORTS F.G. EL.=100.8t F.G. EL.=99.5t F.G. EL.=100.0:t F.G. EL.=100.8t vEwT , ' L = 36' L = 23' S=1% (MIN.) ® S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" s" DOUBLE WASHED STONE 10"1 " s as $ as OR APPROVED FILTER FABRIC) 94" B6B BBB Sao EXISTING EXISTING 48" LIQUID aaaaaaa -3/4o TO 1-1/2" DOUBLE LEVEL WASHED STONE ADD J . PROPOSED 4' 4.8' 4' GAS BAFFLE INV.=97.12 INV.=96.95 INV.=97.48t D BOX EFFECTIVE WIDTH = 12.8' EXISTING 3 OUTLETS INV.=96.70 FLt EXISTING SEPTIC TANK 4-500 GALLON LEACHING CHAMBERS SURROUNDED WITH =W� AS SHOWN H-20 RATED NOTES: TOP CONC. ELEV.=97.8t BREAKOUT ELEV.=97.20 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=96.70 aaa® INVERTS, PRIOR TO INSTALLATION. F aaaaa Baaaa aaaa eases 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=94.70 GRADE ON A MECHANICALLY COMPACTED SIX 4' 4 x 8.5'=34.0' 4' INCH CRUSHED STONE BASE, AS SPECIFIED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 42.0' IN 310 CMR 15.221(2). PERVIOUS MATERIAL 3 INSTALL INLET & OUTLET TEES AS, REQUIRED. 5' (MIN.) ABOVE G.W. ) LEACHING SYSTEM SECTION 4) GAS BAFFLE TO BE INSTALLED ON 'OUTLET TEE BOTTOM OF TP, EL.=89.7 AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. (NO GROUNDWATER) SEPTIC SYSTEM PROFILE GENERAL NOTES: SOI L LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: SEPTEMBER 10, 2013 (Ref. P#14,809) OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE SOIL EVALUATOR: PETER McENTEE SE 1542 LOCAL RULES AND REGULATIONS. ( ) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR WITNESS: DAVID STANTON R.S.-HEALTH AGENT TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. Elev. TP- 1 Depth Elev. TP-2 Depth 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN '99•6 A 0" 100.4 : 011 •- _ --ENGINEER--BEFORE-CONSTRUCTION CONTINUES. -- - r _ 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. SANDY LOAM SANDY LOAM 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 99.1 lOYR 4/2 6„ 99.9 10YR 4/2 6„ THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF B B HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. SANDY LOAM SANDY LOAM 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 10YR 5/8 1OYR 5/8 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 97.1 30" 97.7 32" 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS C C `AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE PERC DIRECTED BY THE APPROVING AUTHORITIES. 36"/48' 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. F-M SAND F=M SAND 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 2.5Y 6/4 2.5Y 6/4 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. �••� 126" 89.9 126" 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. - Elev. TP-3 Depth Elev. TP-4 Depth DESIGN CRITERIA 100.8 A 0" 101.0 A 0" SANDY LOAM SANDY LOAM NUMBER OF BEDROOMS: 5 BEDROOMS 100.3 1OYR 4/2 1OYR 4/2 6" 100.5 6" (4 MAIN HOUSE + 1 IN-LAW APT.) B B SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) SANDY LOAM SANDY LOAM DESIGN PERCOLATION RATE: <2 MIN/IN 10YR 5/8 10YR 5/8 DAILY FLOW: 550 GPD 97.8 36" 97.7 40" C DESIGN FLOW: 550 GPD PERC GARBAGE GRINDER: NO-not allowed with design 36"/48' LEACHING AREA REQUIRED: (550 GPD) = 743.2 SF 74 GPD/SF F-M SAND F-M SAND 2.5Y 6/4 2.5Y 6/4 EXISTING SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED USE 4-500 GALLON LEACHING CHAMBERS IN SERIES SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 90.3 126" 90.5 126" SIDEWALL AREA: 2(12.8' + 42.0') X 2 = 219.2 S.F. PERC RATE <2 MIN/IN. ("C" HORIZONS) BOTTOM AREA: 12.8' x 42.0' = 537.6 S.F. NO GROUNDWATER OBSERVED TOTAL AREA:.............................................................. 7 5 6.8 S.F. DESIGN FLOW PROVIDED: 0.74 GPD/SF(576.8 SF) = 560.0 GPD Engineering by: SCALE DRAWN JOB. NO PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. N.T.S. P.T.M. 212-15 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. 276 OLD JAIL LANE BARNSTABLE MA (508) 477-5313 9/15/15 P.T.M. 2 of 2 Prepared for: James Drew, P.O. Box 139, Barnstable, MA 02630 J. =L. TOP OF FOUNDAT ION CONCRETE COVER lA CONCRETE COVERS CAST IRON 12"MAX. 777,7.-/7-7r � 12"MAX. P- 4 / SCHEDULE 40 "SCHEDULE 40 PVC.(ONLY) P-V.C. PIPE PIPE- MIN. LEACH PITCH i/4'�PER. PITCH 1/4"PER.FT PIT PRECAST e ° LEACHING �T 319 o —INVERT , PIT OR ' ` •o EL..�� .. -.. INVERT INVERT ? • Q" � ,. SEPTIC TANK oo DIST. 9 LL w ; EQUIV, o� ` �� IpG EZ�I/. TOP off` EL.- Wf. EL--7. 4 >_ , p INVERT /Sa BOX 0 O10�y �k Q,1r ST?C - /oo. Bo GAL. INVERT INVERT �' v a ° 3/4"TO 1 V2� 7 R IP ' e EL.`17:Zo �y WASHED / 3 STONE i 6DIA o.�� • /o D I A--►1 �T1/Gcwu�rp"7D / ' ' I / >/ 411 PROR LE OF GROUND WATER TABLE - SEWAGE DISPOSAL SYSTEM ¢Z NO SCALE �- �'- 7Zo � SOIL LOG WITNESSED BY : 0 � �•re•sr �-� . Z / SBTIME. o T 7)vNNln�G BOARD OF HEALTH 0 / / �� DATE -.DC-�- - . ./. , . `J.. ./.o.:o. . . TEST HOLE I TEST HOLE 2 �Dl�/A'lLa ZG�'�� ENGINEER / / � i` �; O o� �, ELEV. ./00..52,> ELEV. . P�rr ~�`� ►o o '.a �} o bvoo�a<iH WonD[vA'iy . . . . z/Z �� N ao" s�g_sp,L So/L DESIGN DATA : SvB- EL-98,00 NUMBER OF BEDROOMS � � \ _ � v LOT lez-g7Zo TOTAL ESTIMATED FLOW . . . . GALLONS/DAY �- M F �� BOTTOM LEACHING AREA 78�. . SO.FT. /PITIa,p Z% SIDE LEACHING AREA . . . SO.FT./ PIT/ 3 GARBAGE DISPOSAL NoN� (50% AREA INCREASE) 70TAL LEACHING AREA . .4- ¢ SQ.FT oe, rr" - „ PERCOLATION RATE ' 1J ? '�'e. MIN/INCH /44 4.88,5 /�� �L. B7 Lo LEACHING AREA PER PERCOLATION RATE .884.. SQ.FT-/C.P.D, Np . .WATER ENCOUNTERED NUMBER OF LEACHING PITS R► APPROVED . . . - . . . BOARD OF HEALTH obo 0 0 \ C., $ c� DATE . . . . . LoT A' AGENT OR INSPECTOR P'1H OF 44ss � � RLA?/V sc.9 o`er EDWAR ` Z-0-r �� ci y N `jtt N GGD ��L L•4T/E 26100 ��Tr�sT�-�3G�� ✓ .ems o ECI$T ER�� Q1� F� IST- s�HAL LRN�SJ sarrrta4ar�� ', PETITIONER d?W TOP OF FOUNDATION GONCR=tc COVERS k'i9/� v O' Q • � '�. 4"CA ST IRON 9 �2' , , F ,i G " ,9 7, ZS OR SCHEDULE 40 N - . 4 SCHEDULE 40 P.V.C. (ONLY) LEACHING TRENCH ( ,, )REO. t „ ' P.V.C. PIPE MIN. � PIPE- M IN, 9- MIN . 36 MAX. PITCH 1/4"PER.FT 1/811- 1/2" WASHED STONE r-z.s4.46 / .R.FT. PITCH 14 P� , • 2 DIVERT GAS BAFFLE—,.,,, _tQ�- �:'� C7l��D���7 'Cj.� 4�� INVERT INVERT C] 4 C► SEPTIC TANK _L qg cz 6 y0�E q3,�o :ca;=c�';co� t1�'t-,'mot,' [c5' v;' 6; 24" e�T INVERT /boo EL.. ... .. -,o�,�L�,C7;t ,;C� "d:.'�:Ci)f-D GAL.. INVERT DIST, _ _ _ EL..`� :7.7- BOX INVERT Precast 500 Gal. Leach 3/4"-11/2"J �L� '"��' Chamber WASHED STONE ✓�� 6"CRUSHED STONE � ( ) REO- zv�/L- �G ° ;• /D • /2 i AB S 4 /'¢i I � H-/o 3¢►' N io 0 /a SSE S-To le.S t1//-►1,p 1 78 I PROFILE Or L 4-? - � �� /�� � SEWAGE DISPOSAL SYSTEM GROUND WATER TA1LE SOIL LOG S I E M TYPICAL CROSS SECTION DATE TIME . NO SCALE LEACHING TRENCH N0 SCA_E TEST HOLE I T- ELEV. . `ILH3d . . . . . SV. DESIGN DATA N y8.,6 n. . . . : ,c„�.. c��,o� y,, c_ zs '� ";�I y 9 'N• w=S ED 36" MAX. !z" ;q% s�F►+a q salvo 2" /2 8„ EZ. gb.3o �z ,7.Go TOTAL ESTIMAT_J FLOW © GALLONS/DAY s14 ,4.ioy suy ��. . . . . . . � Q O 4 l3 �F+n (1 \ Lo�rt BOTTOM LEACHING AP�A 37CG�. S0.r%/inENC}i� 37l 3� (• �;.�' �-,, - 24" d� 311 EZ 9330 34 ' - - �Z,q-6,'4& SIDE LEACHING AREA . . . z��r 3Z SO FT./ TrRENCH//S3. St ` �� D;�7 . C,p.V - GARBAGE DISPOSAL . . ^!O^!E. .( 50 % AREA INCREASE ) I M� i= TOTAL LEAC'riING AREA . . .?.�`,l Z .: SO.=T. \� $° \ , 8`1 ZO '� C Spa G.✓G ?E,RCOLATION RATE PER. INCH � GS- - CS 2 /9 s,�,,D .Si9 84 � I LEACHING AREA PER PERCOLATION RATF . . ., ,� SO.F T G,P,D. � \ Y GROUND '1� Ez. 88,/o APPROVE) . . . . . . . ,: �, - _ ,:.TER i..3Lc D/2/VE^ �_' �1/q. . .,Y4 TER ENCOUNTERED \� _ wAy\ I \ - _J i its Z¢/ 73 p DATE . . . . . . . . . . . . / f ,, yr• WITNESSED BY . ac_NI OR INSPE�ToR it W wti I I _ �� . . . . . . . . . . 30r,RD Or HEALTH LOT 3. . . . . . G >t� - a �,. GG� 2LS. F*IGiN�FR OLD Jq" /G G.�'�v6- A? PETITIONER '4 p10 IN 00 ti - /7"" sy 1 �^ ' lvemc</ o 3 X 42 I � � o ,� - I� � �,� q�!' � /3,3, /'� ,\' ,'' - , , ' T'Z�L-" 2'cMo►��a �-�� 26 6/4cE �L C GG CL��N �ZGIi 7vP o F � 1 ZC>7 t, DATuiy SMA.1 2ETgiN i�./G Woo!_.G Ale- L.; /`0/2o�oS�D G'24�E Z 0o Z .SCAGE ,Qs W eo re7D e OF g yGs CuD/ 11,41, o ZL 37 cn fa RED5PN� EVALUP�OQ n _ i ELLEY No. G31v�J RFCIS1 'J 4S6 ROcE 4,1