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HomeMy WebLinkAbout0209 LONGVIEW DRIVE - Health 199-LONGVIEW ROAD �iyannis A — 251 - 082 I TOWN OF BARNSTABLE }.. LOCATION4,0 SEWAGE#aoldl- ,Xy/ VILLAGE /,�gg,� ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITYCtL//��Ljj�io��y9 LEACHING FACILITY.(type)!� y(;C 616VJ' C3-J (size) r o J G,PJ, NO.OF BEDROOMS X OWNER PERMIT DATE: COMPLIANCE DATE: ' I 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 BYal�✓ �cw � � 1 � 9 � c ., �Off- � � ► � � C 9 � � � � `� -� 11* � ; � � O � � O o pa ! � � � �� � � � ti M� i �l � - - /9 TOWN OF BARNSTABLE LOCATI N U SEWAGE # , VILLAG>r _ 4i4SESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. i SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 1-0 (size) NO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: R6 X S Q DATE COMPLIANCE°ISSUED: VARIANCE_GRANTED: Yes No �� fi J yr _ � � !� � �� �� ' / Q { � '� t �'� � � \\- , � � J 1 , \ � � 1 �� M �� No. 010 r Fee " THE COMMONWEALTH OF MASSACHUSETTS Entered incomputer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes apphLatiO ,�,pr 33isposa1 6pstem Construction 3dermit "�� Application for a Permit to Construct� ) Repair( ) Upgrade( ) Abandon( ) El complete System Individual Components Location Adc ,ess or Lot No. QLo �� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ` /'/27/4 J<al vle Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: / z Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(1106 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required �71E gpd Design flow provided gpd Plan Date l Number of sheets Revision Date Title / Q/� 2Z Ile-4-rJ .!/" Size of Septic Tank " Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of alth. Si Date Application Approved by, Date '- c Application Disapproved by Date NJ for the following reasons Permit No. go I o —3 Date Issued 1 0 3� F No. Fee 'THE COMMONWEALTH OF MASSACHUSETTS' Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF 6ARNSTABLE, MASSACHUSETTS Yes applitatio . r Disposal *pstem Construction Vermit � Application for a Permit to Con t`i t(� ) Repair(Y) Upgrade( ) Abandon( ) ❑Complete System ndividual Components Location Add ess or Lot No. !! 0 l/��'t e�,G�lr Owner's Name,Address,and Tel.No. ? Assessor's Map/Parcel � Installer's Name,Address,and Tel.No. Designer's-Name,Address,and Tel.No. 771, Type of Building: i1 Dwelling No.of Bedrooms Lot Size LZ-1&3 sq.ft. Garbage Grinder(✓ Other Type of Building No.of Persons Showers( ) Cafeteria.y(. ) Other Fixtures Design Flow(min.require7© gpd Design flow provided gpd Plan Date Number of sheets ' Revision Date }' Title fi !ye // �©r r Size of Septic Tank /J0/0 ,P�Pl Type of S.A.S. -SOIi' Gt' Description of Soil / r 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 alth. Si Date /4 Application Approved by Date b ( -10 Application Disapproved by Date for the following reasons Permit No. d-G l o —> Date Issued $" ( � f o - .--.-.. -- _. _ - -•----------------------------- --------- - f-,re -f e�v� TIC,y,/S THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(� Upgraded( ) Abandoned )by� G�/->` _)/,0, /�C2-�A�> . at `P � (��%L/�U/L�� �/`• has been constructed in accordance { �+ with the provi ions of Title 5 and for Disposal System Construction Permit No.�o 10"3q dated Installer Pry/&/0 1/ !/ Designer #bedrooms j Approved design flow gpd The issuance of this pe it shall not be construed as a guarantee that the system willVti,/ as designe l. Date $ } U Inspectort/" ---- ----- — _ --------- �I No. ;�ol0 1 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal 6pstem Constrattion 3dermlt Permission is hereby granted to Construct Repair� Upgra de( ) Abandon( ) System located at /-111 � 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:Construc must be completed within three years of the date of this permit. I Date j r ..�0 Approved by ,FROM :down cape engineering inc ` FAX NO. :15083629880 Aug. 23 2010 02:39PM P1 ^'��p�1.��/�}I'l7.Ry i:�4;�t•�°'f,il�_�-��-O.i)�i�,IE:�.'; t _l t' d�_:LL.�L:i Fc Y F. _ ny ` 11T0hulPis Y. G nTFI`� i"p Di.11"+Cu_tmv \ W-9 / `��/ L Nvl;;s6aPlll lll�n�r'en.da�an- 200 Wils'iva ;tit ad.�:EI(y' llntllas,MA.07601 Ofili-w-,: /90-630 1 lli.b;4s19➢a^a_ : if;asigner((:1"D'1�1�.R4`.�lt'I.ollil 1 o'T,zo n>t , lrD,�tn�: ( � l� ya�^� n?a: >Fra:rnlif4o 1) c l �� fD angalcl: 0 W vim- Q. Tlmstau?lrlr. 7Y ...... Y? On. Q //ems J� T , .. �v ✓L®_.... 4J®�/®Gv�/ C�y�,7/t . 4'l3S 1SS�.Cr�.��CitlYlt t�1�:�.�(�+11 a (date) ! O.Llst{•1.i,leir) •. septic systerxl ac __ 1ya5ed aT1 a design. by (deli�or) ' c.ei.6.fy Thal.'I.lIe septic tiysterll-referenced above was iri5Ldlell sillix.f.Wi1:i.aRy according t() -,lir �ic.:sigr�, , hich rn.�.y iete.It.�r.Ic: alliuur �lPf�rl�ved c(Trl;f1�-e- STl�jl a5 J.�.terfl' .Cchxatiou of t.hc. i cortify that te septic system referenced .11iove wm5 b),sta,lled with J.major ohangos (i°e. groator tllall 10' 1atorlal rcloc.tItion of the SAS or nay vcrdcal relocation of atiy l;l>TTlpol-leuI or the 5e171:i,c ;,y, tein) b1.,.1:iil}lrr�p:c{finer 'a�itb iifuEe & Lnuil 1fe�3T:11}l'Ei.on...s. 1'11�1�x'cvis oll or Corli.f ic-d: built Eby desiglicl''o 1i}l?o�w. w OF s � _" E]ANIEf-,All QJAE.A ^ _.....4 '_.._.. ... ' ..,(VIE. r �� 1•. y C -rltst�tllc:r .s �..,1�i1�tTut:) �Rc),465f)2 Q A Cd 9 kr4/ ps/ONA L ��d�t� (A'f i r besl Stamp.i.iej.'e) .t`L1L' SE, kETURN : O l6Ak4_dss'A'AUL2 FY.;BUC F Ala'D. Jj1.'a/A;j'k4hjNJ. Q JE.R•A'RFIC,k'1*E Qk JNi:a o. o o y, !i SS T l➢F;-f D a TNi aai iaY.rlit .m is N O R NI A N D A.S LIiJYLT ;:AT31CD A'R I >r$Y'V.FEPA,RNST-ABLEFTJiFY,T(7 Jfifi{;A.f,'j'9.j '1711AIYJP,._Y-OUJ. C�:IlraPfli/�eptir.(L)nsi.g_im;C,'rrlifi�atiCn.H'nmi'i=%.G-Uh.dpr. y IN$ s-- ��'` 4 t eo t Q Q � - �� �� r � �. w •, 1 TRANS. NO.. CI[ll R TOWN: APPLICANT: ���'i�' �°�'•.� �a�,-�—� � ADDRESS: 7tpq DESIGN(FLOW: "t �'� upd / REVIEWED BY: DATE; - N/A OK i dO ,.,�-y �+ .:,.:. -.::..., . ,. .........i,.,pk f.'J,..i .:c^iq:.•i Jl.v..•,.,.;..`a,_.zA..'•,'l: tii':'LJh'nS J°"'^ ',�j y� •,{y/ j�i'g$ y a{r lS; f S:i 1_J%.F �E�E !i!Y r- + .,:,...c "�' ri ' a � +SI i y ,.;.:_• .tz«, �:1' x4 �ar�s�_tea`:; 4�.g..,�i r` ?}:1.. r•.� .r4 .vfi i - 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 CMR 15.2204(t)] Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for / components) [310 CMR 15.220(4)] v 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 f t 15.220(4)(c)] Location and dimensions of system components-and reserve areas. s r [310 CMR 15.220(4)(e)] ` 4 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 15.22Q(4)(g)] Existing and proposed-contours [3 10 CMR 15.220(4)(g)] Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(4)(h)] i 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)(i)] Percolation test results match loading rate? [310.CMR 15.242] Certification statement by Soil Evaluator ['310 CMR 15.220(4)0)] Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15,103(3) and 310 CNM 15.220(4)(n)] Address Sheet 1 of 7 N/A 01 NO Location of every water supply, public and private, [310 CMR 15.220(4)(k)] v within 400 feet of the proposed system location in the case 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)[11) Profile of system sho`Ning 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 ' 02 2 or as 310 CMR 15.1 , unless trenches as permitted m ( ) t 310 CMR 15.405 1O(k)] UA a approved for an upgrade under L Test hole adequate to demonstrate four feet of suitable material? [ 310 CMR 15.103(4)] ! Test Holes adequate-toyconfirm 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 15.0001 System components not> 36" deep (unless Local Upgrade Approval or LUA requested) [310 CMR 15.405(1(b)] 7 - She et 2 of 7 Address £j p yyy� N/A OK NO '�.._.��...,7-�,y,._yT� '�y�r�' SY` tT '7 �c;t 9 iK h J�. ] �`A �,�.a8_Y „yry�•� ,�4 �e,Y tf t�'A syy�� � 1;� .�Ft f ] r. j :• hi L>'�LF�+ TA1iY?;I�;t_.r.a �^�' a'f�� +,,�:..•, ��. �� `` :.. r °...-,� ��� ^roi,r t.. `. t e r.. :'r 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 ilicrease. t 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 inlet 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 Y 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' - 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/Doue [310 CMR 15.221(8)] H-20 Where appropriate? [3 IQ CMR 15.226(3)] Setbacks fiom lesou ces [310 CMR 15.211] wane sre ts's. �v r 'NMI' . �c•A 1`�f�1� +� �'"' I7[�xl �® np�iemt �nlCs 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 NIA, OIL NO MID�I�;�'. n feet from an water line? [310 CMR Located at least yen any '* �s 15.222(2)] Disposal piping at least 18"below water line (when water and sewer cross, see 310 CMR 15.211(1)[11) Cleanouts required/provided? [3.10 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 [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? (i 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 types allowed) --------------------- Stable compacted base [310 CMR 15.22i(2) and 310 CMR 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 CMR1 5.23 2(3)(e)] Watertight cover if<20009pd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] Capacity(emergency storage above working--design flow)? [310 CMR 231(2)1 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,. discom7ects accessible) Alarm floats - alarm on circuit separate nom pumps specified? Exceeds two units must have two pumps operating m lead-lag noa �3lv R15.231 6` and e. C fe`J] Stable Compacted Base [310 CMR 15.221(2)] Buo Y Yanc calculations needed? Provided? [310 CMR 15.221(8)] Sheet 4 of 7 Address i /A d OK NO � "�V'L1JS1-�43���IY-I.O�•�i�TI�S'�L1V�llt�.3-(�1-1117) 1a�11 t'UL'kAY-I�G.Y".�� Z�"��`"'4;�'^Y.,L�".�A �W��N'�� zf� rc.�f, ��.n-`4}.t�.j n�',e'. Calculations correct? 4 feet:of laturally occurring material.demonstrated? [310 CMR Required separation to groundwater? [310-CMR 15.212)] Aggregate specified as double washed [310 CMR 15.247(2)] Svstem Venting requirMJprovided? (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)[4] and Guidance Document] Cl `253 Chambers 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 to grade) [310 CMR 15.253(2)] Aggregate I'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)] Width 2'minimum 3'maximum [310. CNM 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)] Break'out OK? [310 CMR 15.211(l)[4] and Guidance Document] a`'`ii�naz� ®f e ® fflel�fl S00® 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'minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only [310 CMR 15.252(2)(1)] Address - Sheet 5 of 7 N/A OLD NO �I�L�a�JL�L;f:A L.C?.I�S'11�V•V V`©.A:�F7� fi�tty �:i ui�+. "sb�'3'� � �ei'}"�?�i�P`J���a"��'�v°y4��a��r.x�"�.3�5����.►bc•x�f:'t,.S-a<i. Pressure Dosed Systems ? Provided pump`aid piping calculations as required [310 CMR 15.220(4)(1)] Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use Approvals] If used in gravelless system-make sure jet is directed as not to 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 banter installation must be supervised by designer[310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer [310 CMR 15255(2)(a)] Side slope not exceed 3:1 ? [310 CMR 15.255(2)] t?• 310 CMR 15.252 2 Breakout requirements me [ ( ) and Guidance Document] At least 5 ft. from impervious barrier to edge of SAS (10 ft. I recommended).[310 CMR 15.255 2 (e ] ' Gayaalej ste.rra f.-�"Pr ovca ,;.e Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow-pressure discharge to scour soil interface N pP`sh3h'i4.�ed• w:.er,pi�atay „�e�tc�S`yster i, 1.�p�p�;®vc�C ,e,, ers] Was DEP 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? I s there a note on the plan regarding the requirement for perpetual maiiitenarice agreement? Any alarms involved*on separate circuits Did the applicant submit an operation'and maintenance manual? Has applicant submitted a copy of a maintenance [(5 Are the variances listed on the plan? [310 CIA'R 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 Clow proposed- [Refer to 310 CMR 15.4141 Sheet 6.of 7 Address a N/A OIL NO , itY®��1 S�TtS£PZVB F Owl' I � Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CMR.15215 and 310 CN1M 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 CIVM 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CNM 15 216(l)] ILSCL'ZZCdY2®£€S i:ka�kut t `.4 5bt .A} 4cN V .'MY f �. }GC" n3a5h vlk JTffo' u .l�J.e .i ut,; Pumping to septic tank?. [ 310 CNIR 15.229] Shared System [310 CMR 15.290] VV Address Sheet 7 of 7 +; �+1Departlncuat of Ilegulat®ry Services U ��l�r�H e -Public 14call�D.�Division Date _ MAS& 200 Main Street,Hyanuis MA 02601 e6y9 N l `o o. a� Date Scheduled / Time f Fee Pd. Soul Suitability . ssessmentfor Selpage B."isposal PcrFonned By: Jt- O• E/P�S Witnessed By: ����- !�1 ✓ � Location Address LO ✓lf k� '✓ OFvner's Name /ll , -1 �N� r 4O�q►�PV �/G►Vldll f y� 'Address { �, Assessor's Map/Parcel: t �� � • * ' Engineer's Nam�c G vsl �jp•�' {ryy� NEW CONSTRUCTION REPAIR Telephone If W aCf Land Use Slopes(90) 0" l Surface stones Distances from: Open Water Body It .Possible Wet.Areil ft Drinking Water Well �— ft Dral'nage Way ft Property Line � ff 011ter ^ft SKETCH: (Street name,dimensions of lot,exact locations of lest holes 8r pore tests,locate wetlands'ln proxinuty to hales) LOT 417D 8 a w 0 13 r9( G Chu, ® gas'N Cr 1 P1C2r1 n_]t.-ti-•.I Cg iC)1 VNSTIJ 4L-%s.- 5tid cick.-., -.p•;.�—.. --I _ �...�_.Y.. - Depth to Groundwater: Standing Water in Hole:_ N Weeplhg fl'olil flit ROG— Estimated Seasonal High Groundwater �— D ETER[VHNATION F OR SEASONAL HIGH WA.`1l'lER TABLE Method Used: ,Q Depth Observed standing in obs.hole: /' / w lu, Depth to sell Depth to weeping from side of obs.hole: lit, Gtou lid wutel'AdjAlTldnt„e. fr. Index Well 1F Rcading Datc: Index Well level ^ ____„ Add,f8etol' ___ Ac��.dYl7UIldWuteY hev�l _ [Depth A(S- ` , bservation Ho {p I fT 1 Tinle at 9" �of Pcrc L Time at G" Statt Pre-soak Time @ y Time(9"-6") End Pre-soak _ L Z. - •Rate Min./Incl1 Site Suitability Assessment: 5ile Passed _ SitG'Failed: Additional Testing Needed(Y/N) S Original: Public Flealth"Division Obsciwation Hole Data To Be Completed on Back----------- ***If percolatioa test.Is to be conductec vviLhi a I®®' of We0alnd, your must rirslt uaotiFyr tllite. . I lrus'table C'onservatioII Division at least one (I) week prior to begaHll➢fing. I Q:\SCPTIC\PCRCFORM.DOC IDI�M P.O SE R�TATION]F 6L— - .I_O�v -,eta, Depth from Soil Horizon �DIB Surface(in.) Soil Texlure 5di1 Color Soil • (USDA).. (Munsell Other ) Mottling (Structure,Stones;Boulders, Con isle cY.%' ravel) D EIEP ®VSR_RVATI®1hT gI�g7C >C,®� Depth from Soil Horizon Surface(in,) Soil Texture ITO e# (USDA) Soil Color Soil (Munsell)• MatYlin; Other 1 '(Structure,Stones, Boulders. Consi enc %0 aVal G� D��P®BS�RwAa' �r Dept h fro ���� i P m ®g.r So'I � L®�a Surface(in.) I Horizon Soil Texture # Scil Color Soil �`` (USDA) (Munsell) Other Mottling (Structure,Stones,Boulders. " C00sistpricy, orate n a ' s lDlElEP O-BSEI RVATION I-TO LE �'O Depth from Soil.Horizon �! Hole# Surface(in.) Soil Texture Soil' Color (USDA)' Sol) Other (Munsell) Mottling (Structure,S IptteB;Boulders, Conn' tan oG arwall -- — i ------------- -000d)(nsutrance]Gate lira : Above 500 year flood boundary No "_ Yes Within 500 year boundary No K esh_ Within 100 year flood boundary No ' Yes ]nth of i'Natura➢ly Occnar>r➢ng PgD v➢ousmaterlAI Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the aa'ea proposed for the soil absorption system? y4e )f not, what is the depth of naturally occurring pervious matoria'I'7. A certify that on NOV ��(date)IIIave passed the soil evaluator examination approved by the Department of Environmental.Protectioli'and that the.above analy€1s,was perfort-fied by me consistent with file regoire�7expertise and experience described in CIO C11II2 15.017. Signature_ Date—Z6ZLu o Q:\S.L7PTlCVPEiZcr0RM.D0C ILE ALL SYSTEM COMPONENTS SHALL BE NOTES' SYSTEM PROF MARKED WITH MAGNETIC TAPE OR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS APPROX. NGVD �1p PROVIDE MIN. 20" DIAM WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTING \ TOP FOUND. EL 73.3' FILTER FABRIC OVER STONE MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 72.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST PRECAST H-10 PROP. TEE UNITS TO BE AASHO H-22 RISERS (TYP.) , 4"0SCH40 PVC MORTAR ALL PRECAST RISERS z'0 70.3 COMPONENTS H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. v PIPES LEVEL 1ST 2' N (n P) 69'0' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE » EXISTING 14» yo�o'oo�; . . 10 0 0 ° o ®®®� o.:.: FFOR ®- �0IE� 111 >00000 WITI1TEE SEPTIC TANK** TEE 68.9f)68.8' °°°°°°°° ®®a�ooa�aoc� oo�®o� ° ° ° 310 CMR 15.000 (TITLE V.) o us °°°°°°°° o > ooao®®oaa®Maoa000 ° ° ° oGAS BAFFLE.., 0 0 0 o >000000oo O O O O O 0 0O O O O O 0 00000000°°°°°° N 00000000 - [o,�o mo�o�o �o c �o Do Do 00�o Do 00000000 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND °°°°°°°° °o°o°o°0 66.0' NOT TO BE USED FOR LOT LINE STAKING OR ANY oQ Pl� 4' LIQ. LEVEL (ACME OR EQUAL) 68.63' °°°°°°° ° ° ° ° OTHER PURPOSE. 6" MIN. SUMP } 12" MIN. INT. DIM. L 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL. 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 3/4"-1-1/2" DOUBLE WASHED STONE (4)-H 20 AND (1) H-10 ° 6" CRUSHED STONE ALL AROUND PRECAST STRUCTURES 9. COMPONENTS NOT TO BE BACKFILLED OR NE OR MECHANICAL ° COMPACTION. (1521 [2]) CONCEALED WITHOUT INSPECTION BY BOARD OF Locus - ,n HEALTH AND PERMISSION OBTAINED FROM BOARD ( 10% SLOPE) ( 1 % SLOPE) OF HEALTH. LOCUS MAP LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR 34' AND FOUNDATION EXIST- SEPTIC TANK 1 D' BOX MAX FACILITY 60.6' BOTTOM TH-1 & 2 VERIFYING LLING D ITHEFLOCATION OF ALL UND RGROUND & NOT TO SCALE **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT NO GROUNDWATER FOUND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL WORK. ASSESSORS MAP 251 PARCEL 82 UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE (OR H-20 11. ANY UNSUITABLE MATERIAL' ENCOUNTERED SEPTIC TANK IF IT WILL BE SUBJECT TO VEHICLE LOADING). o SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED SYSTEM DESIGN: PROVIDE APPROX. 43' OF 40 MIL LINER AT 5' OFF VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE SAS IN AREA SHOWN. TOP AT EL 69.0', BOTTOM IMMEDIATELY GRANTED BY THE BOARD OF HEALTH AGENT OR AT EL 65.0't GARBAGE DISPOSER IS NOT ALLOWED BY HEALTH INSPECTOR (1) H-10 500 GAL CHAMBER DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD PAPERWORK AND HEARING REDUCTION PROPOSALS APPROVED �26 12' WITH 2' STONE AROUND (12.5' - BY THE BOARD OF HEALTH REVISED DURING A PUBLIC x 8.83') USE A 440 GPD DESIGN FLOW HEARING HELD ON AUG. 4, 2009 = 2) FAILED SYSTEMS ONLY: SEPTIC SYSTEM COMPONENT TO o.sa_/ 71.25 x 71.69 SEPTIC TANK: 440 GPD (2) 880 FOUNDATION SETBACK, IF AN IMPERVIOUS LINER IS DESIGNED AND INSTALLED (10' OR GREATER ALLOWED). :r 71.23 USE EXIST. SEPTIC TANK ** 71.291. LEACHING: -25' 31 DECK / _ SIDES: 2 (36 _+-7.83)_`2 (34)- _-129.7 GPD x .1 O 71.48 71.32BECH MARK _ o f CATCH BASIN ELEV.NTER 1.2 BOTTOM 36 x 7.83 (.74) = 208.6 GPD 0 EXIST. 16, x 71.65f TOTAL: 457 S.F. 338.3 GPD TEST HOLE LOGS DWELLING N SLEEVE SEWER LINE FOR 10' EITHER SIDE OF I USE (4) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL) ENGINEER: DANIEL A. OJALA, PE, SE LOT 43 TOP FNDN. W 07 w CROSSING WITH WATER LINE WITH 1' STONE AT ENDS AND 1.5' AT SIDES 12,663 f SF = 73.3 J o DAVID STANTON, IRS �, -- o x 71.44 2. LEACHING: WITNESS: <s � o DATE: 7/14/10 x 7 . �1-----EXIST. GASLINE (APPROX. SIDES:2 (12.5 + 8.83) 2 (.74) = 63.1 GPD 1.8 oSTo LocArloN - CAUTION) BOTTOM 12.5 x 8.83 (.74) = 81.6 GPD PERC. RATE _ < 2 MIN/INCH GARAGE 12987 3� zV6&HERRY CLASS I SOILS P# \ { TOTAL: 195 S.F. 144.7 GPD 0 GRAVEL 71.39 RIVE USE (1) H-10 500 GAL. LEACHING CHAMBER (ACME OR EQUAL) ELEV. ELEV. x 6 .72 \ I 2 WITH 2' STONE ALL AROUND .97 NOTE - LEACH PIT 0" " 71.6' 0" 71.6' \• 1.87 AREA APPROXIMATE. 71.64 A A o 20" OAK ° 2.00 W TOTALS FOR SYSTEMS 1 & 2: 652 SF 483 GPD (OKAY) LS LS rn TH i Fq�\ x 68,64 \ _ ( 5% 10YR 3 2 127 75' / 10YR 3 2 / o 6 6 x 0.91, �, Q TITLE 5 SITE PLAN B B PROP. VENT WITH CHARCOAL FILTER / OF LS LS AND BUGSCREEN (FINAL PLACEMENT BY/ ' 71.61 � 10YR 6/6 , " 10YR 6/6 , CONTRACTOR WITH HOMEOWNER DIRT PARKING tw 2.16 28" 69.3 28 69.3 CONSULTATION) w l� 209 LONGVIEW DRIVE O CENTERVILLE v M/CS M/CS (4) H-20 500 GAL CHAMBERS WITH 1.5, STONE M PREPARED FOR PERC AT SIDES, 1 AT ENDS (36 x 7.83) �yakp ASSgO �AOFMAsgc o DANIELA. BARBARA SULLIVAN S U' DANIEL ��s OCjALA � MS MSI� JALA o. 502 JULY 26, 2010 a r. 45 2.5Y 7/4 2.5Y 7/4 F . o s 3q off 508-362-4541 fax 508-362-9880 � o �i I LA. � 3 w �� o� OJALA downcope.com MA U A JALA v A CIVIL down cope engineering, Inc. No.40980 No.46502 132" 60.6' 132" 60.6' APPROVED DATE BOARD OF HEALTH & GI civil engineers Scale: 1"= 20' �gNOs Rvelo sSi NAL land surveyors �No NO GROUNDWATER ENCOUNTERED • � -Zf�-\c� ` 939 Main Street ( Rte 6A) 0- 147 0 10 20 30 40 5o FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675