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0214 WIANNO CIRCLE - Health
214 Wian.no C -( to Osterville -10,7 TOWN OF BARNSTABLE LOCATION Zq W?iM#0 Clfe e SEWAGE# VILLAGE ®s,vroIle ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. �Q�l � 7 �Z - SEPTIC TANK CAPACITY ✓�®O LEACHING FACILITY:(type) "0 ly/Q'y�/s (size) NO.OF BEDROOMS OWNER PERMIT DATE: /�' /�_ COMPLIANCE DATE: s� Separation Distance Between the: �+— Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 74- 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 &Ze.,W C& L 15P0' ,V j? /41�' t { o bz- - , 4-3 _ �� Z No. v v �l (� Fee !O�J•- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS es 01pplitation for Disposal 6pstem Construction permit Application for a Permit to Construct( ) Repair(4pgrade( ) Abandon( ) E/Complete System ❑Individual Components Loc tion A ess or Lot No. Z f QG e 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. moo$- Type of Building: Dwelling No.of Bedrooms Lot Size 3 b,5—o sq.ft. Garbage Grinder( � Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided_ , gpd Plan Date Number of>sheets / Revision Date Title �5 mil✓/a�! Cry Size of Septic Tank_�{ QQ Type of S.A.S. 5Q �l 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 th. le Date J�l 22 Application Approved by Date o Application Disapproved b Date for the following reasons Permit No. o/p —/�� Date Issued (� e s No. 0/U Fee ' Entered in computer: ' ) THE COMMONWEALTH OF MASSACHUSETTS es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Disposal 6pstei m Construction permit j Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) �omplete System ❑Individual Components Location Address or Lot No. GCrG Owner's Name,Address,and Tel No. Ass©or's p/Parcel r�/�1�e Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ,� ,f .5`0� -362' 105`y Type of Building: a Dwelling No.of Bedrooms , Lot Size 1✓,��j sq.ft. Garbage Grinder(4_� r Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures. Design Flow(min.required) _lgpd Design flow provided l j gpd Plan Date Number of sheets / Revision Dat'e`'k Title 5 lill���� Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: If _ Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in 19 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 �� �i e Date is c-2 Application Approved by Date Application Disapproved b Date +� for the following reasons Permit No. au/0 /y1, Date Issued 4 - _- ----- -------- - --- -- - -- ----- - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CE IFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )by at 21Ll !/(/ �9D ,S1`has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 201 J-�tf,Z dated '1 Installer Designer 4 QLZe 9 11A.�e #bedrooms Approved design flow 0 r d � If The issuance of this permit sh'll not be c nstrued as a guarantee that the system ,ill "g`ned. Date Inspecto No. 2 0(0 — / `o Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Misposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(,j/5 Upgrade( ) Abandon( ) / f System located at 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:Constructi n must be completed within three years of the date of this per it. Date / Approved by ll 1 ", FROM :dawn cape engineering inc FAX NO. :15083629880 May. ,28 2010 08:59AM P1 n+ ` ThUlfDms d�. �nfi?R�t'll"�.�L➢'Q.Q.�I6h8 1iiFFQ4SiABLE s+ YWS& w �Dl]1�1P�!<Z � l� lln Y 1ll�ll,d�(jc71, 1.lummm;. MA.,.�ea lo,Director IHI-ya mmisy MA.026011 O'tice, SOR-R&2-4644 :Fax: 09-790-630 4 ImstalleTr Elk Desh&flcir Cel-tiiiht aft ona:1F`aDrm D vs�an e 3(�e>rnenitR.;'1 - -•�D—' Asses 1} a eel!_ /P , 0 rr /� lt�c�A n�]ra `t ...... _ - / has4ldlen•: ILJ°''r � �eo Adla'ls-e.gs: / Get/ U. L Ar$dre.q.: a1v Oia _...• 149 was issued a pe„mi:t to Lristall a (da.tc) �tlst.aller y septic.System.at �01 �l/C�(k l�aser� on d.�sig�i dra.w>� by r� (address) / dated �/� I certify that the Septic system rcf�aenced abovc was i.T.a,2alied Limo7rairg to .1 tine design, which.iaiay include iniiim appro-vcd changes such. ns 1Z.teral.relocaLio-wof the dist(•ibuticu box andlor septic taii.k. I cczsify that the scpt c -vsu zi rcfercnctA above was i11.3t�'!J d w1Ch I11410T Ch,-U).gV'S (ill. ^1efltP.l:thZt] 1�1' lateral rciucation.of fhc, SAS a.rr aiiy vertical-.rclocation of any component of the sc-Ptic systoru) birt in accordance with%te Az !...Deal 12cgu.laliuns- Plan revision or cet(:i.(.ied pis-Lr�ilt by dcsigne.r to f6lliiw. "OF MAso DANIELA. �r OJALA (ILista c:r's �;iUrlature1 _.._ U C4ViL n No 40501 ur e CD esl tje7'3 ;:il.j,.l)i>t?3ze) -. (�111yx l e.jrtJTier'3 Stalu - s 1 1jCa�;) PLEASE IIE JR,—.� .-._- . _$. nN. --�'LIBL_D� HF, j'.'.: I V.Is oN. . _. HA��i t ..... ft�'l ..----r ulg.T -- �:ey406l�g1.�1.PdC_�+ ?Idi.L� (b➢....is � �arB�i:t i_rrl�'.w BOT T rprr.€� }"�a:td:4F7trdx) �: :�e �x 1ldiC�']LIl�'Ds)[ �( 7f1Li; Riltl,J�T1�iP)(.E 1P9[J]I V.YI::Y_t]L1AL_1:H9 Y9JfVU�gt71�i, hJ[ AM4.yc)1); . Q:i-1r:�11blSf.pti;�T7rs,pncr C::rtif;cation iarin:9-2f-(14.iini:. r TRANS. NO.. CITY/TOWN: 0 APPLICANT: �s+g o a-•�-,� n�--�'.a��c T-�.sue ADDRESS: Z\-A DESI[GI°d FLOW: .�� � 5pd REVIEWED BY: DATE: N/A OK NO .}�'A�:'A�.f�� Y+kw#y(! 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,,l"=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)] V 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 (1)] Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(1)] 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 OK 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 p of surface water supplies and gravel packed public water supply Y 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 P Location of all surface waters and wetlands located up to 100 ft. / setbacks listed in 310 CMR 15.211 and aaycatch basins beyond � 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)] I 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 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 l5.103(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 I 15.000] System components not> 36" deep (unless Local Upgrade I Approval or LUA requested) [310 CMR 15.405(1(b)] Sheet 2 of 7 Address \ 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 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 f upgrades under LUA [310 CMR 15.405(1)(k)] Minunum cover 9" (Tanks buried more than 9" must have risers on all o coin s and on the d-box 310 1 CMR 15.2228 . P g ) [ ( . .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 - 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)] 10, H-20 Where appropriate? [310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211] m wxnax7at wv v sF1' i 1�. L 11'11 � � i[, fiS 6� (` •f'.1 .P 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 15224(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, OK NO IUIL1GL1C IEI2 Y?11�1�T , Located at least ten feet from any water line? [310 CMR 22 Disposal piping at least 18" below water line (when water and. J sewer cross, see 310 CMR 15.21l(l)[11) Cleanouts 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"/fl) 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? (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 types allowed) Stable compacted base [310 CMR 15.221(2) and 310 CMR f 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 CI\M 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)] "jFr lAl,i. 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 in lead-lag mode. [310 CNIR 15.231(6) and(8)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed? Provided? [310 CMR 15.221(8)] Address Sheet a of 7 N/A OK ISO SQIL�t�S O Calculations correct? 4 feet of naturally occumng material demonstrated? [310 CMR 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)[4] and ✓ Guidance Document] CAI EIS' -CI S � B15° 3;10 Chambers and Gal. in trench configuration supplied with inlet eve 20 ft. 310 CMR 15.253 6 every [ ( )] 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 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 OK? [310 CMR 15.211(1)[4].and Guidance Document] minimum 2 distribution lines [310 CMRM15.252(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'nnimum. [310 CMR 15.252(2)(f)] Bottom area used'in calculations only [310 CMR 15.252(2)(1)] , Address Sheet 5 of 7 t N/A OIL NO Pressure Dosed nystern ? Provided pump and piping calculations as required [310 CNIR 15.220(4)(1)1 Pressure dosing required on all systems >2000gpd or alternative systems under remedial approval[310 CNla 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 CNIR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CNEZ 15.255(3)? ,r Impervious barrier and/or retaining wall ? [Guidance Document] Vol Impervious ban-ier installation must be supervised by . designer [310 CNIR 15.255(2)(b)) . Retaining wall must be designed by Registered Professional Engineer [310 CNIR 15255(2)(a)] [Side slope not exceed 3:1 ? [310 CMR 15.255(2)] Breakout requirements,met? [310 CNIIt 15.252(2) and Guidance Document] At least 5 ft. from impervious baizier to edge of SAS (10 ft. recommended) e.rc..5rwao"ham+l�✓mw.e...n+..d..e. d..)..L..w[w.3, 10CMR15.255 (2)(e)] e171e 17Rvc+ RX- Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface te� t�ye U.S. 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? Is there a note on the plan regarding the requirement for perpetual maintenance agreement Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance ��CF11fI1PC�� - Are the variances listed on the plan? [310 CMR 15.220 (4)(q)] r RLS Stamp necessary on plan if a component is within five 77 feet of property line [310 CNIR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR. 15.414] Address Sheet 6 of 7 N/A OIL NO Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CUR 15.214) 310 CUR 15.215 and 310 CUR 15.216 - also refer to Policy regardilig upgrades of such existing systems] Is the system proposed on the same,lot as served by private well ? [310 CUR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CUR 15.216(1)] ESCL'TCL7E2�ddSh J 'ai L° vv' 9, � �Jf� rid% ri i lyf(f au fypp�i„ 'Gt y° h rc��' t y 'AlY,. n . Pumping to septic tank? [ 310 CUR 15.229] Shared System [310 CUR 15.2901 . . t . Address Sheet 7 of 7 � a No. G/ ' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:i/ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppfication for Misposal 6pstenr Co /Compiete ction i3ermit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) w System ❑Individual Components Location Address or Lot No. 3 ec)rkr L"e O er's N e,Address,and Tel.No. Assessor's Map/Parcel i i B- N,-I(� Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. vS1ab P! -71 �Nr�r�✓ laJt+r�CS 57C0 /77"$)/ Type of Building: Dwelling No.of Bedrooms s3 Lot Size /I'0 7A 5 sq.ft. Garbage Grinder( ) Other Type of Building `ay 5 e, No.of Persons :L Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 350 gpd Design flow provided SS: .Z gpd Plan Date D Number of sheets 12- Revision Date Title Size of Septic Tank f SCb Type of S.A.S. ArL R d C /'lr 2 X 2(' 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 Health. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. (-ate Date Issued a �., __.....r�vr....-.'MtN.t'.`f.""...: :v^Y.+.»....:.._.--_-..�T•�agti,K J`S��#,,•�rjy�Ys.�ipa"�j«'yMI'f'^'L�+A+^vYr^�nriin.:..-,ir^+i.--••r:.- -:.:-i`r+re-.:r--'l-^...y.�, '-"�,.,.,.t ..T.#-iJrL:J1i:'s-.;..F FA':'v ti:.;r,,,....ti,': No. 2 00 f N/ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:✓ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Misposal 6pstem Construction Vermit Application for a Permit to Construct Repair )�,Upgrade Abandon Complete System ❑Individual Components h, Location Address or Lot No. 36 C e&r L,"t O�ner's Na; e,Address,and Tel.No. ft.✓Ict /v►rllr� Assessor's Map/Parcel nS ,r'�(e Installer's Namezz Address,and Tel.No. Designer's Name,Address,and Tel.No. S0b-qQ0-7 5- 1 evs+NreirVs ul04'k5 5064177 Type of Building: Dwelling No.of Bedrooms Lot Size /1 715 sq.ft. Garbage Grinder( ) Other Type of Building hod 5 e No.of Persons iL Showers( ) Cafeteria(.-')' Other Fixtures Design Flow(min.required) 1 30 gpd Design flow provided 3 $�$, Z gpd L Plan Date Jl9 )D Number of sheets `�.. Revision Date Title ` Size of Septic Tank 3W 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 riot to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by L Date Application Disapproved by Date / for the following reasons Permit No. d U / — fir/ Date Issued S�r 7 /J THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliattce THIS IS TO CERTIFY,that the �On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by _D0u1'1Gs A ZcCxoN T-0 at 3 ej (P ( past! �/,�Pl J s� �' has been constructed in accordance with the provisions of T/*tle 5 and the for Disposal System Construction Permit No. (��( dated h(0 - Installer, ee nr Designer t N<14,Z t',i/( Ah,141 S #bedrooms �_ Approved desi flo* 15-r, 2 gpd The issuance of rs permFit shall not be construed as a guarantee that the system will fun tion'as designed. Date 5 U 1 / Inspector �tY � Q _ - - - - - No. a G 0 �� V/ Fee f U 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-,BARNSTABLE,MASSACHUSETTS Oisposai 6pste Construction Vermit Permission is hereby granted to Construct( ) Repair((, Upgrade( ) Abandon( ) System located at 3� 6°dr,/ GG�Y dSf�tl✓rl11� 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 completed within three years of the date of this permit. D40; Date �`/-7 /d Approved by 7- r r 05/21/2010 06:19 5084775313 t ENGINEERING WORKS PAGE 01 •` Town of Barnstable Regulatory Services Thomas F.Geiler,'Director Public Health Division as' Thomas McKeaa,Director 200 Main Street, Hyannis,MA 02601 { Office: 508-862-4644 Ffuc: 509-790-6304 Date: � VJ to Sewage Permit# Assessor's Map/Parcel Installer Desianer Certillm&a L. Designer: �w��n�i _S Lv I vt C - Installer:, DOUI Address: rZ W. CM s�tit1 M CC-A Address: f?-0- '\-3(Jw \� 02ca3-z' on A 3 �n .. V" Was issued a permit to install a ate (installer) septic system at 8 640� LaM bS+,P 4, based on a design drawn by (address) 7 e*v--!'_M C—&r-" f dated 19 1 esiper) I certify that the septic system referenced above was installed substantially according to the desip, which may include minor approved changes such as lateral relocation of the , distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component ; of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if required) was inspected and the soils were found satisfactory. VH OF AfA,p, ti , PETER T. Steller s Sip MCENTEE CIVIL CIO No.35109 g 0)esipar's Signature) 7-(ARE De i8 P BARNST—AJ&E--P-UJHJQ—HLALUQMSC A of UMM. IANCE 3MIN REC B q;bflRop fmw\d=ip=umtifkaf=fa m.doc r , 1 r f fi TRANS..;NO.,; CITY/TOWN - APPLICANT: p A , i cz� -�s•1 �.►1c. ,€ .' ADDRESS 3d-o.,� DESIGN FLOW:, 33 a gpd _. REVIEWED BY; DATE: Lf Y N/A OK NO 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)W] - 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 Easements shown 13.10 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 dirpensions of system components and reserve areas. 310 CMR 15.220(4)(e)] System Calculations 310 CMR 15.220(4)(0] - ✓ daily flow septic tank capacity(required andprovided) _ soil absorption s :stem(required andprovided) i whether system desi ed for garbage grinder ✓ North arrow 310 CMR 15.220 4 Existing and ro osed contours 310 CMR 15.220 4 ✓' Location and to ' 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 F 15.220 4 h and i Location and dale of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(i)] , Percolation test results match loadin rate? [31.0 CMR 15.242] Certification statement by Soil Evaluator [310 CMR 15.220(4A)] _ F Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220 4 n Address Sheet l..of 9 ' f N/A OK 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 of surface water,supplies and gravel paeked p_ublic water;supply. within 250 feet of the propose&system location in the case within 150 feet of the proposed system location in the case of private water pvply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in310 CARR 15.211 and any catch.hasins located vv�thin 50;ft 310 CMR 15.220 4. 1 Water lines and other subsurface utiiities..located [3~10 CMR ' 15:220 4 m °water line cross see 310 0MA 15.211 l i Pr-ofile-of system showing invert elevations of all system com onents and the bottom of the SAS 310.CC 15.2200)0)1 Stam of deli er ;310 CMR 15.220 i and 310 C1VIR 15.220 2 Stamp-of Registered Land Surveyor(required if construction actvitesrywithin ft. of lot lute= .310..CMR:;T,5.220 3 Test Holes adequate(two in each of the 10rimary and reserve unless trenches as permitted m:310 CMR 15.102(2)`of as approved for an upgrade under LUA at 310 CM -15.405 1 'k Test,hole adequate to demonstrate four feet of suitable.material? 310 CMR 1.5.1 3:4 Test Holes adegpate.o confirm adequate groundwater separation? 3I0 CMR 15.103.3 Benchmark within 5045' of system 310 CMR 15.220(4)(g Materials specifications noted?[various sections of 310 CMR 15.000 System.compon s not.>:36" deep (unless Local,Upgrade . 1 p A r--oral or LUA re nested), .310 CMR 15:405 .l - v r`Q�" 12 1 r Adders Sheet 2 of 9 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 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 descried 310 CMR 15.227(5)) or permitted for u ades under LUA 310 CMR 15.405 1 k. Minimum cover ".(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" 7/07 310 CMR 15.228 2 G/ Access to within 6 of grade -one port for systems<1000gpd, two for_s stems>1000.gpd 310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310,CMR j 15.228 2 > 10 ft from buildin foundation 310 CMR 15.211 1 Buo cy calculation Required/Done 310 CMR 15.221` 8 H-20 Where appropriate? 310 CMR 15.226 3 Setbacks from resources 1310 CMR 15.211 Required when other than single-family dwelling or flow>1000 d 310 CMR 15.223 1 First compartment 200% daily flow; Second compartment 100% daily flow 310 CMR.1.5.224 2 and .3 ` "U" pipe througls or over baffle, outlet of each compartment with as baffle or approved filter [310 CMR 15.224(4)) Address Sheet 3.:of 9 N/A OK NO Located at least ten feet from any water line? [310 CMR 15.222(2)] �✓ Disposal piping*:t least 18" below water line(when water and - sewer cross, see 310 CMR 15.211(l)[1]) Cleanouts required/provided ? 310 CMR 15.222 8 Thrust blocks s ' ed in forte mains? 310 CMR 15.221(6)(c)] Slope of sewer lime not less than 0.01 (1/8"/ft) 0.02 preferable ✓' 310 CMR 15.2 b Proper pitch`on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251 9 and 310 CMR 15.252(2)(c)] Siphonproblem/ eachfield below pump chamber Endca s or vent manifoldspecified? 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 Materials specified (31`0 CMR 15.251(5) specifies various pipe types'allowed) MEMOMMM Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] Splash plate or baffie 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 dee er than 9 310 CMR 15.232 3 Inside minimum dimension 12" 3.10 CMR 15.232 2 Minimum sump 310 CMR 15.232 3 e Watertight cover if<2000gpd); waterproof manhole if>2000gpd J [310 CMR 15.232(3)(d)] Capacity,(enerpncy storage above-working=design flow)? 1310 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, disconnects accessible). Alarm floats -alarm on circuit separate from pipppsspecified? Exceeds two units must have two pumps operating in lead-lag mode. 310 CMR 15.231 6 and 8 Stable Com ed.Base[310 CMR 15.221(2)] Address Sheet 4 of 9 Buo anc calW400S needed?Provided? 310 CMR,I5.221 $ C3 Y R T �.�' / Y�Y' y,. rt Fitt`f ✓ f , vy J r . i � F§ 7 ti t Address Sheet 5-of 9 . N/A OK NO Calculations correct? 4 feet of naturally occurring,material demonstrated? [310 CMR 15.240 1 Required separation togroundwater? 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(l)[4] and +� Guidance Document Chambers and Gal. in trench configuration supplied with inlet no eve 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 2' sidewall credit maximum 310 CMR 15.253 1 a jIn bed confi_11 ration, inlet evek440 ft. 310 CMR 15.253 6 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 CLOX' 3x if reserve between trenches - 310 CMR 251 1 d Situated along cpntours 310 CMR 15.251 2 Breakout OK? 10 CMR 15.211 1 A41 and Guidance Document r minimum 2 distribution lines 310 CMR 15.252(2)(a)) ✓ Maximum-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 Aggregate depth below discharge pipes 6" minimum, 12" j maximum. 310 CMR 15.252 2 Separation between beds 10' minimum. 310 CMR 15.252 2 Bottom area use{i in calculations only 310 CMR 15.252(2)(i)] Address Sheet 6 of 9 Pressure Dosed System ? Provided pump and piping calculations as required 310 CMR 15.220(4)(r)] Pressure dosing Fequired on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and IJA Remedial Use ovals 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 >2000 dgood to note on plan 310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet the s ecification of 310 CMR 15.255 3 ? Impervious barrier and/or retaining wall ? Guidance Document Impervious barrier installation must be supervised by designer 310 CMR 15.25 5 2 b Retaining wall must be designed by Registered Professional Engineer 310 CW 15.25 5 2 a Side slope not exceed 3:1 ? 310 CMR 15.25 5 2 Breakout requirements met? [310 CN1R 15.252(2)and Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended 10 CMR 15.255 2 e Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface 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? Is there a rote on the plan regarding the requirement for perpetual maintenance eement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has a . licant submitted a co of a maintenance agreement? Are the variances listed on the plan ? [310 CMR 15.220 4 RLS Stamp.-necessary on plan if a component is within five feet of ro line 310 CMR 15.412 4 -tAddress Sheet 7 of New construction.or increased flow proposed [Refer to 310 3 Address Sheet-8-of 9 N/A OK NO. Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.210 - also refer to Policy regarding upgrades of such �S existing systems] Is the system proposed on the same lot as served by private well ? 310 CMR 15.214 2 Aree the nitrogen loads proposed in compliance? [310 CMR r VL 15.21 1 Pumping to septic tank ? 310 CUR 15.229 cI Shared System 510-CMR 15.290 I 1 . Address Sheet-9 of 9 la OPJ Qg THE P Y JDepartmont of Regulatory Services Date Public Health Division eMAB& ., 200 Main Street,Hyannis MA 02601' 9 Date Scheduled S �� Time (� Fee Pd. ' Soil Suitability Assessmeirfor•° Sewage 3bsposall Performed By: �ap - TION'�=� l: 4'r— Witnessed By: i+v I` ��C GEINE1ZA_1[.,:II.IV,IH OI[ MATIOf�N// q _ Location Address �/� w� n y)h U v, /n Owner's Name V J �`✓✓1 '`/e. vvv���------ Address Assessor's Map/Parcel; '�vobo 2 Engineer's Name 0 Wes. [? NEW CONSTRUCTION REPAIR Telephone ltb k bD a� Land Use Qri►fJ T�"" Slopes(%) —7 Surface 5tunes Distances from: Open Water Body Av ft Possible We[Area ft Driuking Waler Well ft Drainage Way ft Property Line ft Other ft SKETCIH ., (Street name,dimensions of lot,exact locations of test holes Sc perc tests,locate wetlands'i i n proxinufly to holes) Y O 3�l Parent material(geologic) ,0trrLL'%1 Depth to R tbuelt Depth to Groundwater: Standing Water in Hole: IyIA Weeping I'fo111 Pit pflt:g Nei- Estimated Seasonal High Groundwater fV Yl DE TERAUNATION FOR SEASONAL JEl][GH WATJCIR TABLE JACIIIod UseLI: �A.' Q - Depth Observed standing in obs.hole: Ito,, Depth 10 soll motllSs: Depth to weeping from side of obs.1101c: _ In. Grouadwalet'Adf u8hTtettt,— ft. Index Well 9 Reading Date: Index Well level _ ALLI,faetov W ALii.0f0Ll1ldWUtdf Level e PE RCOL TIO Date Observation Hole# �j Tinge at 9" Depth of Pcrc � _ Time at 6" � Start Pre-soak Tinier@ � t ►y ; Time(9"-6") End Prc°so'ak Rate'Min./Incli (.�►�/�l'�1/ - . Site Suitability Assessment:- Site Passed Additional Testing Nceded(YIN) . ,4 Original: Public Health Division Observation Hole Data To Be Completed on Back-- - -- - i ""If percolation test is to be conducted tiwitilill 100' of wedand,you nl mt Ift'SIt uutity tlia:. Barnstable: C nservlltloll j)ivlSloil it least Oile (I) weelS prior to begiiAuii.11go Q:\SEPTrc\PcRCrORM.DOC HOLELOG Depth from Soil Horizon Hole # Surface(in) Sail Texture `soil Color "—"'-- (USDA), Soil 0(her l�n' (Munsell) Mottling (structure,Stones;Boulders, LS /4 4/n Con istenc po' rave( 6e�. l DEEP � Depth from �')ERVf�T.g®N..�®)(/.�.t' �,®�x Soil Horizon ! Hole # (USDA)Surface(in.) Soil Texture Soil Color ' Soil (Mansell) Mottling (Sy uctuOther Stone., Boulders. Co'si ene %Oravel Depth from Di$lElEP OBSERVATION HOLE SLOG Soil Horizon le#• Surface(in.) Soil Texhire Soil Color (USDA) Soil Other (Mansell) Mottling (Structure,Stones,Boulders. _ Co si to c 0 vet DEEP OBSERVATIONHOLE, G Depth Pram Soil Horizon y'®�! sa�B# Surface(in.) Soil Texture Sail Color (USDA) Soil Other (Munsell) Mottling (Structure,Stones;Boulders, Consi ten a I I Flood dnsoa>rance Rate Ida p. Above 500 year flood boundary No— Yes Within 500 year boundary No { Yes within 100 year flood boundary No Yes t i Depth ®� urallp�ing Pgvious IVlateri»8 Does at least four fe©[of naturally occurring perv`i9 us material exist in all areas observed thrpu hout area proposed for the soil absorption systems / h the . )(G not, what is the depth of naturally occurring pervious mataria'I0 cCea�t➢---��c�tio�n ! .. . g certify that on &CG (date)T have passed the soil evaluator examination approved by the i Department of Environmental.PrDrectioti tand that the above analysjs was performed by me consistent with she required training, expertise anal exp rienee descrihed.in I in CAA) ; 0, T Signature Dat ��/�l� 16 , Q:1S,EPTIC,PE1ZCrO RM.DOC y yyr R LEGEND N a Ben chm ark 0 EXISTING CONTOUR �co m F AD TOP OF CONCRETE BOUND y x 100.98 EXISTING SPOT GRADE o �• 2 EL.=100. 77 (Assumed datum) do a EXISTING CESSPOOLS PLAN BK 97 102 PROPOSED CONTOUR CO 17 (LOT >9 o TO BE PUMPED & FILLED ) -W EXISTING WATER SERVICE Blosso o- o- W/SAND AND ABANDONED -f7.H.W.OVERHEAD WIRES n South Street n• (SEE, ALSO, NOTE 11) PROP. VENT-CONNECT ALL LINES TO VENT TEST PIT �- N 05'54'30" W _ 100,77 N 08'08'00" W - __ CB/dh 101.63 ,^,62.99' 101,38 1fl LOCUS U/dh 37.15' \ 100.81 101.27 N r°- Main St f I $100.32 101. y ° T P-1 3v o �\ 101. 7 SHED 0 LOCUS MAP 10.63 L1 & 100.34 O t IP 2 NOT TO SCALE 100,45 o►- _�'_�� GENERAL NOTES: _� .1 I 10-1 1 1 X 99.72 99.21 99,� 10116 app fox. �I I- I i �I 1. ALL CHANGES TO THIS PLAN `MUST BE APPROVED BY THE LOCAL PROP. BOARD OF HEALTH AND THE DESIGN ENGINEER. 1 SEPTIC 1 16 --a TANK J L1 I_ 11 1 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 000 i� I� j LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: I EXIST. SEWER 1 (opprox.) 01 p +� 0 00.82 11 1 -310 CMR 15.405(1)(b): I 99,88 1 j N 1 1) A 3' variance to the 3' maximum cover requirement, for 6' of I , max. cover. S.A.S. shall be vented and rated H-20. II 1 Id9 Xn� 101, 4 j r 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR st l d 1 w TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 99.67 1 9 100.93 ;� o DESIGN ENGINEER. y EXIST SEWER I� 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 100,55x / (opprox.)� 1� i FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN `\�� EX/STING� I� CO 000 ENGINEER BEFORE CONSTRUCTION CONTINUES. N - 1100, HOUSE(#38) z 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 1i� M i3 T.O.F.=102.44f STUMP + 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE .CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 1N I 101,54 1 i HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. /J ? x 100.64 �� 99,72 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. obi O \ 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE PATIO\j/ i '. DIRECTED BY THE APPROVING AUTHORITIES. I _�-i01,09 LAM f V ' 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY �j THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. p�� I x 100,43 i 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS FQG'00 (LOT 19) r 1N THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND �A / 4e REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR APN 1 9 S.F.± �j- _ �F M 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 13,729 S.F.t �i � qsS� INSPECTED BY HEALTH DEPARTMENT P OR TO BACKFILL. 3 i �� �``P �tiG BE USED FOR SEPTIC SYSTEM PU S ONLY AND o PETER T. IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. L--- _ 00.52 g McENTEE / 98 6 r00.00'// IP FND\. k No. N PROPOSED SEPTIC SYSTEM UPGRADE PLAN wSo A JS 03'44'50" E .t'YD �FFREGISTE -� 38 CEDAR LANE, OSTERVILLE, MA ? Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 99.57 99.25 99.18 99.68 edge of pavement 98 81 f dx211(U Engineering by: SCALE DRAWN JOB. NO. LANE PAULA U -RECORD I 1"=20' P.T.M. 132-10 CEDARc PAULA MULLEN Engineering Works, Inc. 38 CEDAR LANE 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. OSTERVILLE, MA 02655 (508) 477-5313 4/19/10 P.T.M. 1 Of 2 1 4 .' NOTE: ITO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.95.3 IFOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. N � Q � SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. Sc�ro 4$ 1 N I o INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER END UNIT � OUTLET AND SET TO 6" OF FINISH GRADE 0 _ T.O.F. COVER SET TO 6" OF GRADE i CHARCOAL 1 EXISTING F.G. �100.33t VENT 30 $,45.0' F.G. EL.=101.Of F.G. EL: 100.3t f f /MAINTAINJ2% GRADE (MIN.) OVER S.A.S. 00* q� O L = 16-(MAX.) L 12' L = 8'(MAX) INSPECTION ® S=1% (MIN.) S=1% (MIN.) ® S=1% (MIN.) PORT N �O 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC /dg. 101 1a.. 6 10.38" TO stg INV.=97.25 as' LIQUID INVERT TING LEVEL A ADD a GAS DAPPLE INV.=96.27 PROPOSED INV.=94.87INV.=96.10 5 ROWS OF 4 UNITS AT 5.0'/UNIT = 20.0' /HOUSE( 38) / INV.=97.00 D-EJO� SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED_ SEPTIC TANK S.A.S.LAYOUT ESTABLISH VEGETATIVE COVER TIE IN TO EXISTING SEWERS AT PERC BACKFILL HOUSE AND AT, OR ABOVE, TOTOP OF CHAMBERS 21" 6-4• POLYSEAL OUTLETS INV. EL.=97.55-MODIFY INTERIOR 2" 2" i-4•POLYSEAL INLETS PLUMBING AS REQUIRED. BREAKOUT=TOP "• '' NOTES: TOP ELEV.=95.33 x INV. ELEV.=94.87 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE c� i O O INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=94.00— ' .. c y In 2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL AND 5' MIN. ABOVE BOTTOM OF 2.83' 00 TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=14.2' � i� To View INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). EXISTING SUITABLE P D—BOX Section 3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., EL=88.8 — MATERIAL 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE SEPTIC SYSTEM PROFILE SEPARAUSE 5 TION OF BETWEENDEACHrc 36HC UNITS ROW & NO STONE ITH NO a AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 63.25" I. N.T.S. TYPICAL SECTION - 16• DESIGN CRITERIA SOIL LOG 34.5" NUMBER OF BEDROOMS: 3 BEDROOMS DATE: MARCH 31, 2010 (REF#12,876) SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: PETER McENTEE (SE#1542) WITNESS: DAM STANTON R.S. TOP VIEW DESIGN PERCOLATION RATE: <2 MIN/IN HEALTH AGENT - 60" ELEV. TP- 1 DEPTH ELEV. TP—2 DEPTH END CAP END CAP DAILY FLOW: 330 G.P.D. _ I DESIGN FLOW: 330 G.P.D. 100.3 A 0 100.3 A 0 FRONT VIEW SIDE VIEW SANDY LOAM SANDY LOAM 10YR 4/2 I 10YR 4/2 END CAP 99.6 8" 99.6 8" REAR/TOP VIEW GARBAGE GRINDER: NO B SANDY LOAM B SANDY LOAM 10YR 5/8 10YR 5/8 NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE'VIEW LEACHING .AREA REQUIRED: (330) = 445.9 S.F. 97.8 30" 97.8 30" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY C1 SILT LOAM C1 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE, 74 96 3 10YR 5/3 48„ i SILT LOAM 4640 T , OHIO BLVD Are 36HC DETAIL a PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY C2 MED. SAND 10YR 5/3, HILLIARD OHIO 43026 PROPOSED D-BOX:: 1 INLET, 5 OUTLET (MINIMUM), H-10 RATED 2.5Y 6/4 � s UNITS MUST BE STAMPED H-20 95.3 60' 95.3 60" ADVANCED DRAINAGE SYSTEMS.INC.C3 SILT LOAM 1 C2 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 94.3 10YR 5/3 72, USE 5 ROWS OF 4—ADS Arc 36HC UNITS WITH NO C4 1 2.5Y 6/D 38 CEDAR LANE, OSTERVILLE, MA SEPARATION BETWEEN EACH ROW & NO STONE MED. SAND Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 B GENERAL OTTOM AREA: USE APPROVAL FOR 4.80 SF LF OF UNIT 2.5Y s/4 ( / ) � Engineering by: SCALE DRAWN JOB. NO. (Arc 36HC Units) 20 UNITS x 5.0 LF x 4.80 SF/LF = 480.0 SF 88:8 138" 88.8 138" Engineering Works, Inc. NTS P.T.M. 132-10 PERC RATE <2 MIN/IN. ("C4" TP-1,"C2" TP-2) 12 West Crossfield Road, Forestdole, MA 02644 DATE NO GROUNDWATER ENCOUNTERED"" CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74(480.0 S.F.) = 355.2 G.P.D. (508) 477-5313 4/19/10 P.T.M. 2 of 2 SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR v. .� (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. APPROX. NGVD St PROVIDE WATERTIGHT MIN. 20" DIAM. 1. DATUM IS N ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE 2. MUNICIPAL WATER IS EXISTING G` \ TOP FOU D. EL, 32.5' I e5 31.3' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRE OVER SYSTEM 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. oti PRECAST H_10 MIN. 8" DIAM. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST 0 RISERS (Tl P.) COVER UNITS TO BE AASHO H-� v� 2'e 4"0SCH40 PVC 2" DOUBLE WASHED PEASTONE oc PIPES LEVEL 1ST 2' I I 5. PIPE JOINTS TO BE MADE WATERTIGHT. y OR GEOTEXTILE FABRIC 28.3' n O ±' �28. 10" 1500 GAL H-1jT1EE 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE o 28.26' TEE SEPTIC TANK28 01 WITH 310 CMR 15.000 (TITLE V.) _ -• o000000000o MIN. 6" SUMP 27.77' 7 GAS BAFFLE °�°o�o�°00,°0^°04 MIN. 12" INT. DIM. 2, 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND 25.77 NOT TO BE USED FOR LOT LINE STAKING OR ANY 4' LIQ. LEVEL (ACME OR EQUAL) ." 27.94' 27.77 `� 000 OTHER PURPOSE. • '•'' '' r'' H-20 3050 INFILTRATORS oo00o00000o6o6o6o006 i to00000000000000ooc°c, J�J ° oP,oE�$°n�°n$°o9°o�000o000000°off°os°n�,°,a°ns°oPo°o ? 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Nan 3/4" TO 1 1/2" DOUBLE WASHED STONE Sound 6" CRUSHED STONE OR MECHANICAL 9. COMPONENTS NOT TO BE BACKFILLED OR COMPACTION. (15.221 [2]) OVERALL DIMENSIONS TO OUTSIDE`OF STONE: 30.4' X 10.25' CONCEALED WITHOUT INSPECTION BY BOARD OF i 5.87' HEALTH AND PERMISSION OBTAINED FROM BOARD OF% SLOPE 1 % SLOPE) 1 % SLOPE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP ( 2 ) ( ( ) CALLING DIGSAFE (1-888-344-7233) AND NOT TO SCALE FOUNDATION 27' SEPTIC TANK 7' D' BOX 2' LEACHING VERIFYING THE LOCATION OF ALL UNDERGROUND & FACILITY OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF BOTTOM TH-1 & TH-2 WORK. ASSESSORS MAP 140 PARCEL 107 *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL NO GROUNDWATER FOUND 19.9 UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 11. ANY UNSUITABLE MATERIAL ENCOUNTERED PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING CESSPOOLS SHALL BE PUMPED AND LEGEND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. 99 PROPOSED CONTOUR BENCH MARK - CORNER OF 99 PROPOSED SPOT EL. PATIO ELEVATION = 32.3 T"' SYSTEM DESIGN: TEST HOLE 130.00' YY bj� X I29.97 cP CESSPOOL ^/ 22" OAK GARBAGE DISPOSER IS NOT ALLOWED UTILITY POLE 4 I r-31.z`'71 1.28 X 32.06 I DESIGN FLOW:31 3 BEDROOMS 0110 GPD = 330 GPD m ti FIBRE HYDRANT 31. 31.3 I 2 USE A 330 GPD DESIGN FLOW.30 NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 31.28 31.33�131.44 3209 PAVED DRIVE I V V 31.s9 SEPTIC TANK: 330 GPD (2) = 660 31.35 I '� USE (1) 1500 GAL. H-10 SEPTIC TANK 14" OAK SLAB 31.83 TEST HOLE LOGS /31.49 I LEACHING: D Z SIDES: 2(30.4 +10.25) 1.85 (.74) = 111.3 GPD ENGINEER: ARNE H. OJALA, PE, SE I �, 35 137 u I Z C� �31.82� O BOTTOM 30:4 x 10.25 (.74) = 230 GPD WITNESS: DAVID W. STANTON, RS o 32.00 LOT 139 0 MAY 10, 2010 W 1 70 13.524 t SF o I TOTAL: 461 S.F. 341.3 GPD DATE. 8 2 EXIST. DWELL. PERC. RATE _ < 2 MIN/INCH 2 FLAGSTONE TOP FNDN.,= USE (4) H-20 3050 INFILTRATORS, 3 .61 PATIO EL. 32.5 , 3 .0514" oA w I PROVIDE 29 98 WITH 1 STONE AT ENDS AND 3 AT SIDES 12914 CLASS SOILS P# EDGE OF LAWN / PLANTINGS 3 .1 C 0 .05 INVERT OUT EL. I 31 10 28.8' I ELEV. ELEV. 30.E 19 2 w_ __- w f 1 ( 30.72 24 250 APPROX. WATERLINE I Ott `:�' 31.3' o" 31.3' I »' BOARD OF HEALTH 30.63 7 31.30 A A C30.59 LS LS 31 31.88 OVER MA 1OYR 2/1 1OYR 2/1 \30 \.0.87 i tiEgo I APPROVED DATE 84 B B I IX TITLE 5 SITE PLAN LS LS X 30.f32 \ 1.00 29.80 OF 130.00' 36„ 10YR 5/6 28 3' 36„ 10YR 5/6 28 3' 214 WIANNO CIRCLE OSTERVILLE C C PREPARED FOR PERC MCS MCS BORTOLOTTI CONSTRUCTION/HILLS MAY 11, 2010 1OYR 7/6 1OYR 7/6 ZH OF off 508-362-4541 gss9�y HOF8�9cy fox 508-362-9880 0 DAANIEL �� .,��o DANIELA. ��� downcope.com o OJALA -� OJALA o CIVIL N down cape engineering inc. 0980 No.46502 136 19.9 136 19.9 ��°fis �0 �FG, rep �� civil engineers land surveyors Scale: 1 = 20 N _\N � Ss ION E�' 14 / NO GROUNDWATER ENCOUNTERED " � l 939 Main Street ( Rte 6A) 0 10 zo 30 4o so FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 0-083 10-083.DWG (SBO)