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0066 HOLLY POINT ROAD - Health
6f� Holly Point Roach, Centerville A=232 037 065/LC2039-c i Slll �Y� No.2.453� OR g �a "fT1YQI.UN TOWN OF BARNSTABLE LOCATION_1,G 1 o//q 80:n-4 RW SEWAGE# Q0/O - ) IF VILLAGE Cc-Mg-r u !Ic- ASSESSOR'S MAP&PARCEL .73a - gg INSTALLER'S NAME&PHONE NO. B -�B EXCot Vo_4;0 n y7'7- 06S3 SEPTIC TANK CAPACITY /000 octj LEACHING FACILITY:(type) %500 ad C k a M S (,z) (size) 13 x a 5 x a NO.OF BEDROOMS 3 OWNER =} 'c' a gran PERMIT DATE: q-a8-/O COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY Ai 6 S3 i •SY , AZ. II A3.2�/ B3 • FRonrr ay 3y 3 �0 t• No. 2 U U — I ff FeeTHE COMMOi WEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes RpPlicatiou for Migpogal *pgtem Congtructfon Permit Application for a Permit to.Construct O Repair(grade O Abandon O ❑Complete System li;i ndividual Components Location Address or Lot No. Holly Point O ner's Name,Address and Tel.No. CGe n to ry i I I e q i-r►ct - $4 ra daxcLrl Assessor's Map/Parcel , X32. 'Purcel 4y (P(P HOLLY-POlot Z00d Ce.nfervlll-e Installer's Name,Address,and Tel.No. 5O�-4-7 ^O�G'� �esi_gner's Name-,Address ar#kTTel.No. "Blt-B �xcl Ycc+1 O%-31es-Edni O W I' c 1 1 neex I n Y-A- Type Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures rr--�� Design Flow(min.required) 3 V gpd Design flow provided gpd Plan Date 3 L�O I 1 Number of sheets Revision Date ` J g Title I+ t 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 Health. Signed Date JA ;X 71 Application Approved by Date ,ry It 7 Application Disapproved b Date for the following reasons Permit No. ')0/0 r ld Date Issued /d No. Fee •� THE COMMOWEALTH OF MASSACHUSETTS Entered in computer: k PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes `v 2pplication for Mi5po.5al,6pgtem Congtruction 3dermit Application for a Permit to Construct( ) Repair(vKpgrade( ) Abandon( ) ❑ Complete System ndividual Components Location Address or Lot No. (0 ` �1 (1 t KC. 'Cl O,_�ner's Name,Address and Tel.No. C-Cnitr*tlll� i n -ck— 1u� fl Assessor's Map/Parcel ;t (,Cl e M Ll t, �0 6 }, LLy 701,1 t" IG(-46 t ,1 ,6 4 V f I I'P— Installer's Name,Address,and Tel.No. 5 09 -1 1-7 7_ Cl,53 Designer's Name;Address and Tel.No. -r t�C n vct�l G. Dc.�l,u, .l e c �npef I n q , �n r �_n,�:{ e5 cica Tyr` �tnil ���. �� rnc�t t , ,mot i- Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.req uired) _J....) gpd Design flow provided gpd Plan Date I 3U i((� Number of sheets Revision Date 19 P Title 1 I I Ee i e ct n i Size of Septic Tank I Type of S.A.S. Description of Soil + Nature of Repairs or Alterations(Answer when applicable) i 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 ! a..(.�I,.� .' Date Application Approved by Date f Application Disapproved b Date for the following reasons Permit No. D 0 — ��(� Date Issued �0 w THE COMMONWEALTH OF MASSACHUSETTS __—.BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (✓ ) Upgraded ( ) Abandoned( )by 1 'E,1�n\i r"'t i !<a�1 at G cc1 C� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �/�-'l{8 dated V14110 Installer �'j U-; r' ( I 1 �l V Designert�u t Y� ��t L,.l�t i 1 f"f' t' 1 ` C, #bedrooms , Approved desi n flop, 3 ��,, � lgpd The issuance of thi pe it shall not be construed as a guarantee that the system wtil fun Iiti/on as de 1 ned. Date '� � �� Inspector t/ fit/ (�„1 No. J �� 11 Fee 10d THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Tigpogal 6pgtem Congtruction 3dermit Permission is hereby granted to Construct ( ) Repair ( '`) Upgrade ( ) Abandon ( ) System located at (I l-.Lel l-'o 1 K1 I /-rJ\, c) C k ,! 1 C 4 V I LL t � t and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Const+ructt�io must be completed within three years of the date 2* pet. Date �0 �b Approved 1 f (kev lrv' ? rnr j uC �,� v T/ T 5 l >3 +���,, r , ` RAT�TS. NO.: CIT-.,/TOWN: C���a ,� 0 L C AAJPPLICA 1z17C: (� t DESIGN FLOW: spd REVIEWED BY: DATE-: N/A OK NO F. V TI�i, t ..f.,r.!........,t .....? �. .. ..:.A .... .�,-. r. -. ::.Cr. ),_..r..1 ;�:i:.T1''ta..'?iSl•.ti,Y...�,�. i ;a ..,:1;1. t.t.t i,�... fr.<i: Legal bomldaries 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)] Easements shown [310 CMR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces (driveways,parking areas etc.) [310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] System Calculations [310 CMR 15.220(4)(f)] daily flow septic tank capacity(required and provided) soil absorption system (required and provided) whether system designed for garbage grinder North arrow [310 CMR 15.220(4)(g)] Existing and proposed contours [310 CMR 15.220(4)(g)] ` Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR 15.220(4)(h) and(i)] Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(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 W. given or indicated) [310 CMR 15.103(3) and 310 CMR 3 y,f 15.220(4)(11)] Address Sheet 1 of 7 N/A OK NO Location of every wafer supply, public and private, [310 CM 15.220(4)(k)] 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 va 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 CUR. 15.220(4)(1)] Water lines and other subsurface utilities located[310 CMR 15220(4)(m)] (if water line cross see 310 CMR 15.211(1)[11) Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(o)] Stamp of designer [310 CMR 15.220(1) and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] Test Holes adequate(two in each of the primary and reserve unless trenches as permitted in 310 CUR 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 15.103(4)] adequate to confiin� adequate groundwater separation? of es ade Test H q q 10 CNa 15.103(3)] within.50-75' of system[310 CMR 15.220(4)(q)] aterials 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)] Address Sheet 2 of 7 N/A OK NO I SIIJ �'V 'ADf.Kr 1. f��N.jF:.(;C 1 `�. 4 t S.�! .i., k':{ t 1'. ?�. '_4 ?` 1 i. 1 I,�• Size OK? [310 CMR 15.223(1)] hilet 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 CMM 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 Met 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)] / Minimum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater)- middle access at least 8" (by 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade - one port for systems<I 000gp d, two for systems>1000 gpd [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation [310 CMR 15.211(1)] Buoyancy calculation Required/Done [310 CMR 15.221(8)] H-20 Where appropriate? [310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211] -�. `«•�TM7 m ms :r m� u s. it c` NX Il�ii r4a�. '};r`x-:<„ e�'ii{•f . 1@%)<ialompaBtamemTia?!cs Or : 1 k•'*�i;,.�, ti'< 1 ,`_.f!°:�� Required when other than single-family dwelling or flow>1000 gpd [310 CMR 15.223(1)(b)] First compartment 200% daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and (3)] "U" pipe through or over baffle, outlet of each compartment with gas baffle or approved filter [310 CMR 15.224(4)] Address Sheet 3 of 7 NMI OIL NO jMrER -111j Located at least ten feet from any wafer line? [310 CMR 15.222(2)] ' Disposal piping at least 18"below water line(when water and sewer cross, see 310 CMR 15.211(1)[1]) Cleanouts required/provided? [310 CMR 15.222(8)] Thru t blocks specified in force mails? 310 CNIR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/fi) 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)] Siphonproblem/ (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 15252(2)(h)] Materials specified (310 CMR. 15.251(5) specifies various pipe types alloweM.d) 4 1 Yr IS'A ( Ifl F 7,4 Q" Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(f] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Minimum sump 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd);waterproof manhole i£>2000gpd ✓ [310 CMR 15.232(3)(d)] 11:1'0 4 ME Capacity(emergency storage above working—design flow)? [310 CMR 231(2)] Proper setbacks [310 CMR 15.211 (same as septic tanits)] Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE [310 CMR 15.231(5)] PdIscomiects vice components accessible (not too deep with piping, { accessible) rm floats - alairn on circuit separate nom pumps specified? eeds two units must have two pumps operating ili lead-lag mode. [310 CI AR 15.231(6) and(8)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed? Provided? [310 CMR 15.221(8)] Address Sheet 4 of 7 i N/A OK NO �U: I�Ji� �ryTJ; AJ„ '111\rI�t1T1 re ( ��f Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 1 ,5.24 0(1)] I 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 >3 6" 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] I� S'Z 3 i� x q�.g s 5 ,... _ Chambers and Gal. in trench configuration supplied with inlet every20 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)] V In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)] yY y ` fs Width 2'minimum 3'maxi_mum [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)] Brealout OK? [310 CMR 15.211(1)[4] and Guidance Document] 50®Agig d) 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" 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)(i)] Address Sheet 5 of 7 q 77 ty 7 Y T C NIA Ox NO S€1 c. m, Pressure Dosed System ? Provided pump and piping calculations as required [310 CMR 15.220(4)(r)] Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and IlA 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 15254(2)(d)] Construction in fill -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] f Impervious barrier installation must be supervised by r designer [310 CMR 15.255(2)(b)] t onal - essr Prof Retaining�wall must be designed by Registered Engineer [310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? [310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2) and Guidance Document] At least 5 ft. fiom impervious barrier to edge of SAS (10 ft. recommended) [310 MIR 15.255 (2)(e)] vraelless, J?stena [Upr� � e,terrs F s W Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface sN Y> ^ tmn vae avxw r yKa ��`e��ii��ttYe,��e�ftclS'ysterra,�(,�/�Apvlov�tl,�e;, ers], `�J 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 Are the variances listed on the plan? [310 CMR 15220 (4)(q)] RLS Stamp necessary on plan if a component is within nve feet of property Line [310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.414] Address Sheet 6 of 7 NIA OK O Is the system m a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.216(l)] / I�LSCL'�I[l�l��l`Sz 1 S r r ri`,' �i<�',c.Nr f y,a {` - r, ' r '� , r e, ,i � f+dh•;J �' �,�� �a * `I_;y� r ._. "{:' Pumping to septic tank? [ 310 CMR 15.229] Shared System [310 CMR 15.290] Address Slieet 7 of 7 Town of Barusia.bfle D&7 7 Departmont of Regulatory Services ' ^ IIAfWHfhHL¢, Public Health Divisiola Date -- weaaa -off 200 Main Street,Hyanuis MA 02601 97- AfFO R4A't A rT/ . ? f ,iLTJ,XQ UO Date Scheduled 3 �/ o Time 10 QQ Fee Pd. /00 Soil Suitability Assessnierat for Sewage Disposal 'I PcrConncd Dy: 'I DCQ -C Witucsscd By: yt(A LOCATION GENE'IUL INI+MI8I4IA'ITION Location Address /�1/ Owner's IN.,- I�..fM,��v �,*,,,,,////,lam (r�� Add,— /+ Assessor's Map/Parcel: tjI/' l v Fngiuccr's Nsum �D��-- Lq,pe NEW CONSTRUCTION/ L REPAIR � fTelephone li C�Q�')3� a Land Use' °`'UJI�lM7��Q. •' Slopes(%) .J`570 Surrace stunts �yl�£�(/T Dlslances from: Open Water Body y([ Possible Wa[Arep�7/.w fl Oriukiug Water Well N (t Drainage Way .1411* ft Properly Llne fl Oil— ft SKETCH:(strcel name•dimensions of lot,exact locntlous of lest holes&pert Inns,loenle wetl.nds'In proxiuuly, to holes) Zoo-( �. � v w Parent material(geologic)Ut/h'(/g- l(id� Depth l Bedrock, S2_ Depth to Groundwater: Standing Watt,-in Ffole; ltjaAI�'� -\ems eplhg I'faUl Pit Place Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WA`l EIt TABLE Method Used: ! /V�2 -� Depth Observed standing in obs. i--orre. y -Io, Depth Id So]]I119idgs: Depth to weepipg fmm side of obs.hole: _ „_,6i, OrnuudwuleY AdJushnent„_ F[. hrdcx Well P Reading Date: Ind-Well levol_ _ Adj.factor Aeil.Crotlndwuter Uval-T, FERCOLA.TION'IEST lluta Observation Hale tl Tinw at 4" _ Depth of Pere —y Timp at 6" Start Pre-saak'rime @ . __ . Time(J"-ti") _ End Prc-soak Rate Site Suitability Assessment Site Passed 2, 1 Sitp•Failed: Additional Telling Needed(YIN) Original: Public Heallb Division i Obsen 4tionllole Data To Be Colnpteled on Back— ---- ***df percolatiou test is to be conducted withi.ai 100',of wetland,you must First notify the Barnstable Conservation Y)ivisiou at Ieast one-(11 week prior to begilluil1g. QAsErrlctPEiacroRM.noc - . DEEP.OBSER— VATION HOLE, L® Depth from Soil I1-izon Hole# Surfacc(in.) Soil Texture G Sail Color Soil v (USDA), (Munsell) Mottlin Other g (Structure,Stones;poulders. 2, 0 isle c ' rave i �' d(r D7E1CP OBSERVATION L®G Depth from Solt Iioriznn Hole# Surfiee(in.) � Soil Texture Soil Color (USDA) Soil (Munsell) Marlin Other B (Structure,Stone,,Boulders. 'no %nrnvell S L - �6y/zs No a, Depth from DPICP 6BSEiVATd®N YT®LE G Harlxon LO Soil Surface(in.) Soil Texhire Hole#Soil Color (USDA) Sot Other _ (Munsell) Mottling (Structure,Stones,Boulders. i . Depth Prom DREl P 4?DSER VAT.Y0N 110LE LOG Soil Horizon Role - Surface(in.) Soil Texture Soil Color ' (USDq SoIf (Munsell) MORling (St f=[Ser ,u (ones;Boulders, ' CO e c c 1 i'iood Ynsurancc F2=te ligmn. A bove50oyearflcodboundary No_ Yes . within 500 yenr boundary No - —_. Yes 'Within I00 year hood boundary No yes 1De�teural ly llccwrring Pqyious Material Doe,atiteArt follr feet of naturally bccurr(ng petvious matarlal exist in all areas observed throughout the area proposed for the soil absorption system? y�5 1f not,what is the depth of naturally occurring pervious mararioll Certification Y certify that on QC. 'D 9y (date)I have passed the soil evaluator examination approved by the Ibepartment of$nvironmental Protection'atid that the above analysjs•was performed by me consistent with eha required Yraining,expertise and experience described in 10 C&1R 15.017. Signature- i/ �/ %(;± �G� (/ Date Q:%S2"fCvPBtf croRM.DOC I i 4 FROM .:down cape engineering inc FAX NO. :15083629880 May. 06 2010 03:32PM P1 Reguhatary Thom JT Dil. .39- 1,'JM,9;v).n a)io I MI-eclur ....... Thomas McKv Office: 508-862-4614 Fax: 508-790-6304 T)C Fag eel Address: Addreis: On w-as issued a PerflliL to itiStall a (date) septic Systern.at based ors a deqigjj drawn by dated I Certify that the S'eptic .systcln, referCixed above wag installed substantially according to the design, w1lichti.).ay iu'olude minoi,- a proved chariges sucil dlstxibohon box,,iad/or septic tank, P hite.ral rclocario�u of t1le I certify th tl: -the SOPtiC, System re-J.'ei-enred above WLu, installed with m4jor c.h-cujgc,5 (i.e. grealer 10" JaLerjj rejoc�qloj.).of t1je SAS or way vortical,relocation Of anv componclit Of the SCOR; ,;Y.S-tem) but in,accordance with State & Local, Krg Ldah Oil S. Flan revision or ce,ttlfic,d as-built by&S1'.gT1tT7 to fbjj()W. DANIEL L i L CIVIL No.46502 leT s /0NA '1'0 13ARRSUA)YLE. PUBLIC J.U-PALTJH O.WLS10N, --.E 1(*'.'A'.U.F- OF C-'0MFLJANC.'F WILL NOT B*R' ------------L. U5'SU,ED.TTN"jj.T� 190-1—JITEEI F0.9 " W 1RFA-3,�LVED BY TIT—F,)�,A].OSTAELF, 3 ,M AND A.6-5 IT.L'I*' TTi A)fl.< 17,()mn 3-26-04.dm-, No. ao 0 6 o Oct Fee � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ` 01ppYication for Digpogal *pgtem Cow6truction permit Application for a Permit to Construct( ) Repai11r�j Upgrade( ) Abandon( ) ❑ Complete System''��❑'fIndividual Components Location Address or Lot No. 1%4 81 9yW poct W+lk Owner's Name,Address,and Tel.No. J r4jlvx KE3111 Assessor's Map/Parcel ZLk� O®""� Installer's Name,Address,and Tel.No.C prekdit& V6 :5 Designer's Name,Address and Tel.No. (A- L {�o &Dx Z(03 �j Type of Building: Dwelling No. of Bedrooms Lot Size ( (0oa% 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 ;,7-60—ZO/O Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) ��d,Q L&ce— -D Q 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 r3/10 ZG(6 Application Approved by Date (J Application Disapproved by: Date for the following reasons Permit No. '2 o ty —oG U Date Issued 3 /e No. q:. dd Fee U U THE COMMONWEALTH OF MASSACHUSETTS Entered in.computer: PUBLIC-HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIppIication for &goal *p.5tem Cottgtruction Permit Application for a Permit to Construct( ) Repair,{ Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. y _Jr,4�0-4a 1,4+ , Owner's Name,Address,and Tel.No. t � d �/.�JjYj K&-� 1D `i yea A•T��+f--rG Assessor's Map/Parcel ?i �i (�O-"� �h n Ille 4 5 O,�, r Installer's Name,Address,and Tel.No.C..AP,?,,, b -Designer's Name,Address and Tel.No. f� P o (fax co3 �j Type of Building: Dwelling No.of Bedrooms Lot Size 69 00 i sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons A Showers( ) Cafeteria( ) r Other Fixtures 1s Design Flow(min.required) gpd Design flow provided gpd Plan Date -to—26 IO Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) f � T) 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 HQ_ajth. Signed Date _ 1 O Z(j( Application Approved by Date 3 / (J Application Disapproved by: Date for the following reasons Permit No. o/J —Q(o U Date Issued 3 0 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS l�,x °sir Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewagq Disposal System Constructed ( ) Repaired Upgraded ( ) Abandoned( )by �s i' at �p �,. —L �.�. � t t G/�..��0�� � has been constructed in accordance with the provisions of Title 5 and the for Pisposal System Construction Permit No. o/ —Q�C) dated 1 0 l a Installer a( Designer A #bedrooms /I) Approved design` ow /� gpd Ls The issuance of this ermrt shall not be construed as a guarantee that the system will,functl, ty �dr eJsigne Date 1 1 Inspector //��F � f No. r�C� I ,. � �}�, (�1 - - -Fee /Ot) THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS &00al *pgtem Consstructton Permit Permission is hereby granted to Construct ( ) Repair (,V,. U, grade ( ) Abandon ( ) System located at AA. ,X%�it 'le and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this-perm t1 Date �j 11 h ,fa Approved by 1 No.._Y %.►X Fps.... .......... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ...----..... ......... ... ..........OF R Appliration for Di posal Works Tontitrurtiun Prrutit Application is hereby made for a Permit to Construct ( ) or Repair (G�1" asp Individual Sewage Disposal System at: .....€:..c�.._h/a .f�._..7..I.61....................•-----••- -----.. !=_�1. rr vl_.'/�. ---------------------------...----------- Location-Address or Lot No. •----------------......... .........._-...................................................................................... Owner Address aSet .----- . Installer Address Type of Building Size Lot............................Sq. feet �4 Dwelling—No. of Bedrooms............................................Expansion Attic ( } Garbage Grinder ( ) pP-, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) PL4Other fixtures ---------------------------------------•--------------.....---------------------------------------•---•---------•--•--------------------••--•--_------ W Design Flow............................................gallons per person per day. Total daily flow............._..............................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area_._--..___-___------sq. ft. Seepage Pit No--------------------- Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ L14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 1:+4 ------------------------------------------------------------- -••••........ .... --------- .------------ ------- ----------------------------------------------- --- 0 Description of Soil--------------------•-••---•--•-•------•---------------•-•-•--....-----•------•--------------------------------------------------------------------------------------•- x V ------------------------------------•-•--------....-----------------------------...---•----------•-------------------•---------------...-----------------........................................... W x ---•--------------------------------------•-------------------------------------•-•--------------------------------------------- T, l U Nature'of Repairs or Alt rations—Answer when applicable 6,V_6'-,4A_.�� _____To_. __!_"r`_ . _ ......................... •--............................... -------------...-----•-----•---•----...------------------------------------------------------------------------------------•--- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of i?Ti LE 5 of the State Sanitary Code— The undersigned further agree not to place the system in operation until a Certificate of Compliance has iss ed by the .,and of h t.t. Sign , ��-• ............................................. ------ ...... ............. ` � Application Approved BY Date "--`- `""--� ----------� Date Application Disapproved for the following reasons-------------•---------------------•---------------------------•------------------------------------------••---- ---------------------•---.....---...-----...----•------------••------------------•------....------------•---------------------•------••------------------•------•-------------------------------------- Date PermitNo............ ..-.-+�� ............. Issued....................................................... Date No.. :...J Fxs....t7... ....:.::... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...-----""......................I........."O F........................................ Applirtttiun for Dispuntt1 Works Tom4rurtiun rrntit Application is hereby made for a Permit to Construct ( ) or Repair Individual Sewage Disposal System at: - ✓-� o I / � //a�fy t�o� 7 G/ f 7� �; c.r le- I •--•------......_----•••............. ....... --......__....---------•-•-•---.------ --........-•---._...........-•------------_. ......_..----- ! _ Location-Address or Lot No. ... .................................. ...................................... .............._...._........................._................._...........__. 4 .............. Owner Address W ? / Pq Installer Address Type of Building Size Lot.._.___... Sq. feet r-i Dwelling—No. of Bedrooms........ -•____________________________Expansion Attic ( ) Garbage Grinder ( ) a Other—Type of Building ............................ No. of persons-----_-.-------------------- Showers ( ) — Cafeteria ( ). al Other fixtures .................................. --------------------------------------------------------------------------------- w Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 04 W Septic Tank—Liquid capacity............gallons Length_............. Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date--------------------------------------- Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water----_-.-_--__-____-__--- fs. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ r?4 •-•••-----••----------------•-•-•-•--••---•----•••-•--••-•-----.........................--••--------......................................................... 0 Description of Soil........................................................................................................................................................................ x U ................•••-•••- w x Nature of Repairs or-Altera io s Answer when a licable.�-- � GI r? i 7� ?. �� l/ U P u —Answer PP ! = --- ---------------------------------------- /coo 57- 9- -' 4—/- X•a0 .................................. -•--•--•-••--•-•-------------•-------.................--••---•-•---•-••••------•----••---------•-••••-••-•--...---------------•--•--------••------..._..... Agreement: The undersigned agrees to install the afor edescribed Individual Sewage Disposal System in accordance with the provisions of ?TLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has n iasued by the-board off health. Siged- ` ---•-.....•----•---•- .. � Date Application Approved By............. -- "�'.'. -' "..�.r_.' ....................... Date Application Disapproved for the following reasons--------------------------------------------------------------•------•-----------•.............................. ----------------------------•----•-••------••---....---------......------------------•--•--•--••-•-•----•---•••-••-•--•-•---•-•••---•-•---••----•••-•••-----------•--•-•--•••--------------•--.....---•- Date Permit No........... ..2=.. +..a---1- ------------ Issued---------------------------------------------------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......... .......OF.......... z %l t��.................................. �rr�if irtt#le of .6ntplittnrr THIS IS TO CERTIFY,,-That the Individual Sewage Disposal System constructed ( ) or Repaired by.. _ --`-'=----•- -----••----------------•---- -•---•----•-•--------------•-------------------. •-•--.. ------- --------- .................................................... installer has been installed in accordance with the provisions of TiTIE j of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.___�7.._`_.. __ ....... dated-..__----_------------------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. DATE......................7.:::• - '&--7----•-..........-•-•--...... Inspector----------, ................ THE COMMONWEALTH OF MASSACHUSETTS �3 �► 6 BOARD OF HEALTH 6 _. - :.........oF....:... ...�.- &... NO....•...`................ FEE. _". ---- ...^...----- fit 'Dispasid "Ti Tomitrudioltpardt Permission is hereby granted.... .................................................................................. to Constr ct ( ) or Repair 4�-,) aq Individual Se r ge Dis wsal System- t --•---------••-•-....................-.......................................................................................................................... Street ,,�{{ t as shown on the application for Disposal Works Construction Permit Nc4.�__�..�'.___ Dated.......................................... • --••-- 4-------- B rd of Health DATA---------------- n. . FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS TOWN OF BARNSTABLE JJ LOCATION Fj 9 �s�j/�o/�T/�GD SEWAGE VILLAGE4°f w�,,-1,L v ASSESSOR'S MAP 6t LOT-2- - i INSTALLER'S NAME 6t PHONE NO Aa 5 S 7 r-j 26 SEPTIC TANK CAPACITY!o o a 6,2 D LEACHING FACILITY:(type) �eAc is /�i T (size)/o-7o Cv D NO. OF BEDROOMS-3 PRIVATE WELL OR PUBLIC WATER/ri ///c BUILDER OR OWNER GCou2 G E LE vE S qU�S DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No z IN Y 6 rye f t A j .�YS S _ 4 No..-�- .. F>��... ... THE COMMONWEALTH OFUuMASSAAACHUUSLE}TTS d6 _..............OF.:..... . . AppliratG � for©hip l orkii To t�3�rx e �rrmd Application is hereby made for a Permitto Construct ) or Repair ( ) an Individual Sewage Disposal System at: H0.4 4Y, 14A .................. . . ................. .... .......... ............. ...... .......... .........f� ............ ............. L do ddr s � t Vo. ..................... .... ..1 '. ...............:..... ...e . ...... . :�..�. . ........... O ess .. ................. .............. � .. . ..:.... ................ Installer '` `'/ •• Address // Type of Build Size Lot___ / l .....Sq. feet t-, Dwelling—No. of Bedrooms'..n.-.,.,.�... ..............................Expansion Attic ( ) G�fbage Grinder ( ) aOther—Type of Building ..../, ..-------- No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures .......... ---•---•-----•------•---------•-•-••-------•-----••--•••---•-------•.._..•--••----------•••--•-------•----- ----------•------ W Design Flow.................... ..................gallons per person per day. Total daily flow............. .��.---_--___-._.---_--gallons. WSeptic Tank—Liquid capacity ..gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Widt ..... ......:...... Total Length.................... Total leaching area...... q. ft. Seepage Pit No----_--------------- DiameteA__ -5 Depth b ow inlet.................... To 1 I chug ar ._ �..),ZV—. sq. t z Other Distribution box ( ) Do ng tank ( ) 7/S /7 3_ - , W Percolation Test Results Performed by.......................................................................... Date........................................ a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water-_-_______:__-________-. !14 Test Pit No. 2................minutes per inch D pth of Test Pit.................... Depth to ground water......................... O ....... ..........................................-----------......................................................... Descriptionof Soil ----------------- ---------------------------------------------------------------------------------------------------•--•--------- W x '•---•-----••----•--•----------•-•-•--•-•--•-----------------------•----••-------------------------------•-••--•-----------••---••••-•-------------------------------•-. ..---•-•-•---•----•-----•------ V Nature 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 Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i ued by he board/ health. Siged..--. -• •..............•............ --------------•---......... D: e Application Approved BY f �� �ttOrl• j� �'� ------ Application Disapproved for the following reasons:............... ..-•----------------------------•-•-•--.......------------------••---...--------...•---------------------•--•-•-•--- ---------------•--------•-----------•------- ...................................... Date Permit No....... ..... - Issued. y . L- gate THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEA TH ..................'OF......., OF....... . !'?'::;... _........:........................ , ppliratinn for Biiipnsttl Works Tonstrudion Vinutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at. .�i�/1..... ///I S rPI �. /^/ .......................... ......................... � ... ��� ,' FV....................l' ';%�. .. ... L do 1 ..ddre$s ........ ... Loto ............................. a ........................ :j ........ .. .... ................. .t �4. .. 1... W Installer C _ Address � d Type of Building Size Lot.._.A,r .....Sq. feet U Dwelling—No. of Bedrooms.......,.... ...................Expansion Attic ( ) Garbage Grinder ( ) a Other—Type of Building ..-_ . No. of persons............................ Showers ( ) — Cafeteria ( ) d Other fixtures W Design Flow................... ''..................__gallons per person per day. Total daily flow............ ....................gallons. W Disposal Trench No.......... ... Width,;.............� Total Length.................... Total leaching area__..__ ._.._ ...sq. 9 Septic Tank—Liquid ca acit �.. Ilons Length................ Width................ Diameter................ Depth.... ft. Seepage Pit No..................... Diametei,�`` � Depth b t inlet................ TO 1 �hmg��iil�t s Z Other Distribution box ( ) Dos)ng tank ( ) '1/3! ' 1 aPercolation Test Results Performed by......................................................................... Date........................................ • ;Test Pit No. 1................minutes per inch Depth of Test Pit...._...__......._._ Depth to gr(5tmct water_________-__--_._.____. 44 hTest Pit No. 2................minutes per inch I pth of Test Pit.................... Depth to ground water........................ ODescription of Soil_. "; --- ------- ------------------------------------------- ---------------------------------------------------•••--- U ......--•-------------------------•-------•-----•----------.................------...-•---•. = -------°---------------------------------------------------------------•----------.-.-.---- -----•--------------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable................................................................................................ ----------------•----...---•--•...............-••••••••--.......--••-•_._.........••.............----•-••-----•----._...•-•----•----...........-••-••-••-----••...-----.........-----••---••-••-•-••••• Agreement: " The undersigned agrees to install thergaforedescribed Individual Sewage Disposal System in accordance with f; ' the provisions of Article XI of the State S,Aitary Code=The.undersigned further agrees not to place the system in operation until a Certificate of Compliance has been iss d by thr,board o ealth. ; Application Approved By..... ---� --.. ...... ._u== Date P Application Disapproved for the following reasons:................... --•---••-•-•-•.................•---------•-•-•--•----•-•----------••....-••- ------ ..---•----•-------------••-•--••......••----•--•.......-----•••_..__.._.........•••••-•-••...._••••••....._.......••............................................. ..................................... Date PermitNo.......................=................................ Issued...................................: ....... ..._._... Date THE COMMONWEALTH OF MASSACHUSETTS µY BOARD OF HEALTH -mil.:........... ...... -..�. ,... ..id..... ................................ Trrtifirntr�M of (11utplittnrr THISFIS�TO CERTI Y., ........the Individual Sewage Disposal System constructed ( 0!!!;,.,,or Repaired ( ) as.� has been installed in accordance with the,�irovisions of Article XI of The State Sanitary od as de ribed in the application for Disposal Works Construction Permit No.......... ►.�.��^--t_____________ dated.._ _:'�c_-�7_/.............. f, THE ISSUANCE OF THIS CERTIFICATE SMALL NOT BE CONST ED AS A G ARANTEE THAT THE 'SYSTEM WILL FUN i S 1'SFAC ORY. DATE.--•-•••......... ....... ..... ..... .......................... Inspector---• ......................................... .,, THE-,COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT)i � y ° 1/ .......... .. .:.. ..g......OF....... , .............................................................. No....n,G ...... � y, �h- FEE.. ............. " MoVi nai Marks nn t trtiun rrtnit Permission is hereby granted.................. ` ................... .... .. " __ __ ____ _ _ to Construct ( ) Repair/ ,�" an I d e�al wage posai System x '. . ..at'No........::.... �! ------ --. -.... ... reet t .. as shown on the application for Dislosal Worls Construction r iit N ... ... .. Dated.... ........ _. . .-.-- Board Ii cal l .._. _- �g�✓ o - ti DATE..._ .._.�"'��� 1.. --------------- -------- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS , pol—IFF ? -- 'LO-C_ T 1.O N &Ca-E_P ERMIT 1.1_O. I E-5-U-1- D E-R A D DR-E--SS —;�D IJ►TE_P_E-R_1 1T 1_S:SIS E.D� G� _ r i �. l � �. �'�r_v_T�f/Pilr//�-- �4 �- - --- -- ����/oT �^ - - r_ i SYSTEM PROFILE COMPONENTS BE NOTEsMAK D WITHMAGNETIAPOR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. WEQ, LAKE DATUM SYSTEM PROVIDE MIN. 20" DIAM. WATERTIGHT 1. DATUM IS ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETr COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTING \ TOP FOUND. EL. 48.1' FILTER FABRIC OVER STONE 0 PER FOOT. I 3. MINIMUM PIPE PITCH TO BE 1/8" MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE;REQUIRED OVER SYSTEM 47.0 W 1 PRECAST H-10 BLOCKS OR Sm E�m0r. �'73 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-10 �- RISERS (TYP.) PRECAST RISERS �� I I,JL 20 45.2 4"OSCH40 PVC MORTAR ALL H-10 jl� * PIPES LEVEL 1ST 2' 4' COMPONENTS) I NV'S EL 4 4, M )0 5. PIPE JOINTS TO BE MADE WATERTIGHT. (TY45.2 f ENDS SIDES 44.8' �� 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE o cus EXISTING „e 10" 1000 GAL H-10 14" P����p s o c c u o u u. l ° ° ° fA• WITH 310 CMR 15A00 (TITLE 5.) TEE ` QF- 00000000o 0 e^ TEE SEPTIC TANK 43.8'f ' o 0 0 0 0 0 o 0 0 0 0 0 > o °o° V * 6" MIN. SUMP °.°"°�°� ���0������ o o ° (RE-USE*") o 0 0 0 0 0 0 0 � � � C7 C7 � � � � � C 0 0 0 0 0 0 p o 0 0 0 GAS BAFFLE'.•. o 0 0 0 0 0 0 0 0 o C7 O C7 C7 C] O L7 C7 C7 C7 O O o 0 0 0 0 0 0 0 0 0 12" MIN. INT. DIM. > ° ° 0 ° ���®0�����❑ D��L�0��0�00 ; ° o 0 0 _00o0° o o_ ° ° ° ° °°°°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND " >°o°o°o°o a000000000r� aoa 0000000 :°o°o°o°o o°o°o°o° , °o°o°o° 42.0' NOT TO BE USED FOR LOT LINE STAKING OR ANY N'equaquet 4' LIQ. LEVEL (ACME OR EQUAL) _ 43.51 43.34 ° ° ° ° ° ° ° ° OTHER PURPOSE. fake \ LH-iO 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 3/4"-1-1/2' DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED o ALL AROUND PRECAST STRUCTURES 9. COMPONENTS NOT TO BE BACKFILLED OR 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS To OUTSIDE OF STONE: 25' X 12.83' , CONCEALED WITHOUT INSPECTION BY BOARD OF COMPACTION. (15.221 (21) 5.3 7 HEALTH AND PERMISSION OBTAINED FROM BOARD ( 1 % SLOPE) ( 1 % SLOPE) OF HEALTH. LOCU �A /� P EXIST. LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR y J IV1!'1 FOUNDATION SEPTIC TANK 29' D' BOX 13' CALLING DIGSAFE (1-888-344-7233) AND NOT TO SCALE FACILITY NO BOTTOM TH-1 & 2 VERIFYING THE LOCATION OF ALL UNDERGROUND & *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL "INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT NO GROUNDWATER FOUND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ASSESSORS MAP 232 PARCEL 44 UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE G-W EXPECTED AT ELEV. 35f WORK- PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE. (WEQ. LAKE DATUM SYSTEM) 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED L D AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 99- EXISTING CONTOUR ,�7 49 X 99.1 EXIST. SPOT ELEV. \ 99 PROPOSED CONTOUR \-,,47.19 198.4 PROPOSED SPOT EL. �� SYSTEM DESIGN" TH 1 \ A TEST HOLE X .25 ,� 3 \ GARBAGE DISPOSER IS NOT ALLOWED BENCH MARK - TOP OF 1 04 \ 46.72 Off+ DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD SLOPE OF GROUND LANDING AT STOOP EL. = 48.5 1 \ �► - / X 14" OAK \ USE A 330 GPD DESIGN FLOW UTILITY POLE IQO tk� \ '16 SEPTIC TANK: 330 GPD 2 = 660 FIRE HYDRANT 46.32\ ( ) y \X 49. X 46.51 1 g" P.PINE \ NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING \ X 4 .07 \Y\46.28 f **RE-USE EXISTING 1000 GAL. SEPTIC TANK X \ 2 4 ,p\ �89 46 46.12 LEACHING: TEST HOLE LOGS / R � �s�� Y � � 45 fi�� SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD �P� \ 46.59 �sLP X ,. z� 6 \ BOTTOM 25 x 12.83 (.74) = 237 GPD ENGINEER: ARNE H. OJALA, PE, SE yyQ I \ / TOTAL: 472 S.F. 349 GPD DAVID W. STANTON, RS `�� EXIST. DWELLING \\ 45.24 45.84 ' ' f 47.44 WITNESS: 4 .06 48.1 433 53 R \x 45.74� DATE: 3/31/10 TOPELE FFNDNATION 481' �4 C 4 .1712 44.T1 G 44.19 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) _ UTILITIES WITH 4 STONE ALL AROUND PERC. RATE _ < 2 MIN/INCH INVERT ELEVATION 5 _ OVER HERE I SOILS Pll 12877 HERE = 45.2 45.18 44 \, �2. 0.00 CLASSrr _ R 42.24 SLEEVE SEWER LINE FOR 10' EITHER SIDE OF ELEV. ELEV, DECK 3 p7 47 CROSSING WITH WATERLINE 0:61 G 4 , 4 4 . 4 0.36 41104 A A 40.40. 00k8 --4Q66 G-�'40 5 LS LS 40.19 PAVED DRIVE , MA 40.40 APPROVED DATE BOARD OF HEALTH 6" 1OYR 2/1 69 1OYR 2/1 B B .10 39.47 40 TITLE 5 SITE PLAN SL $L X 38.77 39.65 OF 10YR 5/6 10YR 5/6 ^� 3s„ 44.7 36 44.7 39 � 66 HOLLY POINT ROAD P 5.0 1 0 3B Q� CENTERVILLE OP C C 37.13 OFM,yss PREPARED FOR o� DANIi�LA. ��� DANIEL GN PERC9�y "� OJALA A° " PATRICIA BARADARAN 4.75 OJA to MCS MCS BEARSE POND ELEV. 34.9 . ,� No, 0 A3 it 46502� MARCH 30, 2010 1OYR 6/4 1OYR 6/4 �.OIL��(� �%jtk F-4%. L�H FMgSs off 508-362-4541 3 6 �� Sgcy � qcy I fox 508-362-9880 �o DANIELA. G� �° DANIEL GN downcope.com o OJAI A A. L) CIVIL N L) OJALA down cope engineering inc. „ No.46502 ., 132 36.7 132 36.7 0 G/S ��� pes�$��'� civil engineers Scale: 1"= 20' FSN -�� fond surveyors NO GROUNDWATER ENCOUNTERED �I2lG��0 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P. P.L.S. YARMOUTHPORT MA 02675 10-056 0 10 20 30 40 50 FEET 10-056.DWG(SBO) ALL SYSTE SYSTEM PROFILE MARKED WITHCMAGNE 1CTTAPSHALL E OR BE NOTES PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS �Q• LAKE DATUM SYSTEM 0 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. 48.1' FILTER FABRIC OVER STONE MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 47.0' �� I� 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. PRECAST H-10 4. DESIGN LOADING FOR ALL PROPOSED PRECAST RISERS (TYP.) BLOCKS OR UNITS TO BE AASHO H-10 2 0 45.2' 4"�SCH40 PVC MORTAR ALL PRECAST RISERS 3' MAX. PIPES LEVEL 1ST 2' 4, COMPONENTS H-10 ° EXISTING ENDS (NP ) 3 4' S. PIPE JOINTS TO BE MADE WATERTIGHT. ri SI ES 06' 10" 1000 GAL H-10 14" p°°p° 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE D 44. *' a.- ° ° ° ° o�oo ago aa�EA °o°o°o °°°°°°°° p p 0°0°0°0° WITH 310 CMR 15.000 (TITLE 5.) ocus TEE SEPTIC TANK TEE \4�3f (RE-USE**) °oo°00000000 6" MIN. SUMP ;00000000 oaaooa�000� aoaooaoaoo� ''00000000 0 0 0 0 0 0 o 0 0 o O O O O O O O O O O. O O O 0 0 'o°o°o°o° GAS BAFFLE::; �o�°o°o°o°o° 12" MIN. INT. DIM. N °0°0°0°0 0000a000a�❑ oo�a�����ao °°°°°°°° 00000000 �000aoao��� oaaoa0000ao .00000000 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND 4' LIQ. LEVEL (ACME OR EQUAL) 43.51 43.34 >°°°°°°°° ' °o°o°0 41.23 NOT TO BE USED FOR LOT LINE STAKING OR ANY Wequaquet LOTHER PURPOSE. Lake H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. " 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. 8. PIPE FOR SEPTIC SYSTEM ,TO SCH. 40-4 PVC. (2) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES o 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25' X 12.83, 4.53' 9. COMPONENTS NOT TO BE BACKFILLED OR COMPACTION. (15.221 [21) CONCEALED WITHOUT INSPECTION BY BOARD OF 6.2' HEALTH AND PERMISSION OBTAINED FROM BOARD ( 1 % SLOPE) ( 1 % SLOPE) OF HEALTH. LOCUS MAP FOUNDATION EXIST. SEPTIC TANK 29' D' BOX 13' LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR FACILITY 36.7' BOTTOM TH-1 & 2 CALLING DIGSAFE (1-888-344-7233) AND NOT TO SCALE *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT 36 GROUNDWATER FOUND VERIFYING THE LOCATION OF ALL UNDERGROUND & UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ASSESSORS MAP 232 PARCEL 44 PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE G-W EXPECTED AT ELEV. 35t WORK. WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE. (WEQ. LAKE DATUM SYSTEM) 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED LEGEND-I D AND REMOVED OR PUMPED AND FILLED WITH CLEAN L- I SAND. 99- EXISTING CONTOUR -,7.49 X 99.1 EXIST. SPOT ELEV. \ \\ 99 PROPOSED CONTOUR 4 6 \ �47.19 198.41 PROPOSED SPOT EL `�s \� O` TH 1 � Ro SYSTEM DESIGN: TEST HOLE BENCH MARK - TOP OF 3 O X .25 TH 8^� ®4\\ A GARBAGE DISPOSER IS NOT ALLOWED ® \ � LAN 22_ SLOPE OF GROUND DING AT STOOP EL = 48.5 46.72 �0 1 \ �� ; DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD C-OL) UTILITY POLE �B. \ 14" OAK \ +0 USE A 330 GPD DESIGN FLOW \ FIRE HYDRANT yY° 4 NC) 46.32 X 46.51 16" P.PINE \, 9Q _' SEPTIC TANK: 330 GPD (2) = 660 �X 9. ' NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAMANG X,4/8.07 O \46.28 **RE-USE EXISTING 1000 GAL. SEPTIC TANK X x 4 \ 46 \ • 2 4'0� 6.12 12 LEACHING: TEST HOLE LOGS s 9.6 � °� LP \h�� 45.67 \ SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD ENGINEER: ARNE H. OJALA, PE, SE Q�� 46.59 ,ems X 12 6 \� BOTTOM 25 x 12.83 (.74) = 237 GPD WITNESS: DAVID W. STANTON, RS �°� 45.84 _ 47.44 TOTAL: 472 S.F. 349 GPD •. EXIST. DWELLING � � DATE: 3/31/10 4 .06 TOP FNDN. = 48.1 .114 X .12 444i3153 RA 45.24 45.74� ELEVATION 48.1' C 4 .17 44.19 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) u-n PERC. RATE _ < 2 MIN/INCH � .�_ 5 � a uT WITH 41Es ' STONE ALL AROUND INVERT ELEVATION OVER HEAD CLASS I SOILS P# 12877 HERE = 45.2 45.18 \ r _ 2. I 44 g 0.00 42.24 SLEEVE SEWER LINE FOR' 10' EITHER SIDE OF ELEV. ELEV. DECK � 41 G CROSSING WITH WATERLINE 0 47.7 0 47J 4 4 0.36 411.04 „ 4 � » 4 619 A A 40. c G �40.5 40. C)®418 �L 6 LS LS 40.19 PAVED DRIVE 40.40 MA 6» 1OYR 2/1 6,9 B .10 39.47 1OYR 2/1 APPROVED DATE BOARD OF HEALTH B 40 TITLE 5 SITE PLAN SL SL x 38.77 O 39.65 OF 36" 10YR 5/6 44.7' 36" 10YR 5/6 44.7' ^� 5.08 Q\ 39 66 HOLLY POINT ROAD ,P� 10 38 Q�� CENTERVILLE C C 441g OF�FT�q� 37.13 �� N-IH OFssd � �ZH OFiyg PERC NI EL ss9 o DANIELA. ti� PREPARED FOR DA ��, , s „ Mcs Mcs A. oJA o LA �, PATRICIA BARADARAN 4.75 OJALA CIVIL. BEARSE POND ELEV. 34.9 No.410980 b 650 �°, .�� P° s MARCH 30, 2010 1OYR 6/4 1OYR 6/4 � .' qs . q REV 4/28/10 (ELEVS.) �, s 3 6 �=2,�" DANIEL y�N �° DANISLA.9cti�� off 508-362-4541 o A. OJALA m fax 508-362-9880 .w OJALA Cn " CIVIL downcope.com 36.7 132 �No.40980� � � ��0.465020 132" „ 36.7 1 `®� ors c�sr R� �,� d�W!! cape e!!g/veering, /ac. civil engineers „ q °suRv� e Ss� NA E�� ,� land surveyors NO GROUNDWATER ENCOUNTERED Scale: 1 = 20 .� ( ,y s 1 939 Main Street ( R to 6A) 1 0-056 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 10-056.DWG(SBO) ALL,SYSTE SHALL SYSTEM PROFILE MARKED WITHCMAGNETICTTAPE OR BE NOTES PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS WEQ. LAKE DATUM SYSTEM 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. 48.1' FILTER FABRIC OVER STONE \ 2% SLOPE REQUIRED OVER SYSTEM 47.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. MINIMUM .75' OF COVER OVER PRECAST PRECAST H-10 BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST RISERS (TYP.) PRECAST RISERS 3' MAX. UNITS TO BE AASHO H-!Q 2'0 45.2' 4"OSCH40 PVC MORTAR ALL H-10 PIPES LEVEL 1 ST 2 COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. 45.2 f*' ENDS a (N rM 3 SIDES 44.06' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE ocus EXISTING 10" 1000 GAL H-10 14" �o�oo�ool= ,00aa0000a 'y TEE SEPTIC TANK TEE ° ° ° ° �00� O 0�0 �-O __mmm '>g00000go WITH 310 CMR 15.000 (TITLE 5.) (RE-USE**) 43.8 f ° ° o '° ° ° 6" MIN. SUMP o°o°°O°°O° pmmmmmE1mm� 0������� °g°o°o°° o o ° ° ° O ° ° °GAS BAFFLE ° ° ° ° ° ° 12" MIN. INT. DIM. N >°°°°°°°° �0�(]0�0�00 �0��(�00� °°°°°°° ° °^ °°°°°°° oo��o�aoaoaooa�ooa ° °° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND ' 41.23 NOT TO BE USED FOR LOT LINE STAKING OR ANY j'We u uet �: 4' LIQ. LEVEL (ACME OR EQUAL) 43.51 43.34 �°°°°°°°° ' °°°°°°°° Q � OTHER PURPOSE.77, Lake 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. LH-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. (2) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES o 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25' X 12.83' 4.53 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF a COMPACTION. (15.221 [2]) 6,2' HEALTH AND PERMISSION OBTAINED FROM BOARD ( 1 % SLOPE) ( 1 % SLOPE) OF HEALTH. LOCUS MAP LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR FOUNDATION EXIST. SEPTIC TANK 29' D' BOX 13' FACILITY 3s.7' BOTTOM TH-1 & 2 CALLING DIGSAFE (1-888-344-7233) AND NOT TO SCALE GROUNDWATER FOUND VERIFYING THE LOCATION OF ALL UNDERGROUND & * 36 ASSESSORS MAP 232 PARCEL 44 THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE G-W EXPECTED AT ELEV. 35t WORK. PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE. (WEQ. LAKE DATUM SYSTEM) 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED LEGEND- AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 99-- EXISTING CONTOUR \x�7 49 X 99.1 EXIST. SPOT ELEV. 99 PROPOSED CONTOUR 4 6 \ 198 �SR x\4\1 g O 4, PROPOSED SPOT EL. O <<� SYSTEM DESIGN: TH1 \ A TEST HOLE X .25 ��o \ GARBAGE DISPOSER IS NOT ALLOWED BENCH MARK - TOP OF TH 8, ® 3 04 \�46 72 O'� DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD 2> SLOPE OF GROUND LANDING AT STOOP EL. = 48.5 1 \ �► _ Q, / �e' X \ USE A 330 GPD DESIGN FLOW UTILITY POLE 'I� 14" .OAK \ O 9� SEPTIC TANK: 330 GPD 2 = 660 FIRE HYDRANT � 46.32\ ( ) r \x 49. � �` t x 46.51 16" P.PINE \\- _ NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING \ X 8 07 p �, \46.28 **RE-USE EXISTING 1000 GAL. SEPTIC TANK X 46 2 4 �\\ \�9 46.12 LEACHING: TEST HOLE LOGS 45.s � SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD /; 46.59 ` sLP x I.12� \\ BOTTOM 25 x 12.83 (.74) = 237 GPD ENGINEER: ARNE H. OJALA, PE, SE Q�e I 6 \ �x 47.44 TOTAL: 472 S.F. 349 GPD WITNESS: DAVID W. STANTON, IRS (3 4 .06 EXIST. DWELLING 48 1 \ �1\ 4 53 A 45.24 �c8 5 74 1 TOP FNDN. = 14 X .12 44. A ' , - USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) DATE: 3/31/ O ELEVATION 48.1 �i C 4 .17 � 44.19 -- 0-m\A\E5 WITH 4' STONE ALL AROUND PERC. RATE _ < 2 MIN/INCH INVERT ELEVATION 5 \ •�' ' , _ �n2 OVER HEPo CLASS I SOILS P# 12877 HERE 45.2 45.1844g2 0.00 _ \ 4224 SLEEVE SEWER LINE FOR 10' EITHER SIDE OF ELEV. ELEV. DECK 4� CROSSING WITH WATERLINE 0 G " 47.7' " 47.7' 4 4 0.36 C) 41�04 _ �40 c � 40:7 00�8�Q66 G 40.5 A A LS LS 40.19 PAVED DRIVE 40.40 , MA 10YR 2/1 10YR 2/1 APPROVED DATE BOARD OF HEALTH 6" 6" B e 39.47 40 TITLE 5 SITE PLAN SL SL ex 38.77 39.65 OF 10YR 5/s 10YR 5/6 3s„ 44.7 36 44.7' 39 P� 66 HOLLY POINT ROAD 5.08'oc� 3g Q� CENTERVILLE C C 37.13 6 PREPARED FOR PERC MCS MCS 4.75 PATRICIA BARADARAN BEARSE POND ELEV. 54.9 MARCH 30, 2010 1 OYR 6/4 1 OYR 6/4 � ESN OF Mgssq ���H of Msss9c,.V REV 4/28/10 (ELEVS.) DANIEL cyGs � DANIELA. yam , off 508-362-4541 3 6 OJALA I fax 508-362-9880 o A. �T> C) OJALA (n i' CIVIL "' downcape.com No.40980 No.46502 : 00Wn Cd*Ve engineering, /nC. 132" 1 1 36.7' 132" 36.7' q- suRv - j ASS' NA civil engineers NO GROUNDWATER ENCOUNTERED Scale: 1"= 20' '` �`' (n- � -` land surveyors 939 Main Street ( Rte 6A) 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P. P.L.S. YARMOUTHPORT MA 02675 0-056 10-056.DWG(SBO) ALL SYSTEM SHALL SYSTEM PROFILE MARKED WITHC MAGNETIC TTAPE OR BE NOTES COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) 1. DATUM IS WEQ• LAKE DATUM SYSTEM ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING \ TOP FOUND. EL. 48.1 FILTER FABRIC OVER STONE MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 47.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. PRECAST H-10 BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST RISERS (TYP.) PRECAST RISERS 3' MAX. UNITS TO BE AASHO H-10 2°0 45.2 4"0SCH40 PVC MORTAR ALL H-10 t. 45 2 f*' PIPES LEVEL 1ST 2' 4' COMPONENTS) 3, 4, 5. PIPE JOINTS TO BE MADE WATERTIGHT. EXISTING ENDS IWS EL SIDES „ 44.06' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE o emus 10" 1000 GAL H-10 14 yo�o�o�o� " °°° a�ao aEno� 000a -a000 >°°°°°°°° WITH 310 CMR 15.000 (TITLE 5.) TEE SEPTIC TANK I ° ° ° ° )O°°000O° ** TEE 43.8'f*' o ojo " MIN. SUMP >0000000o a0000a�°0000� 000aE olEl a >°°°°°°°° (RE-USE ) 000 b >°o°o°o°o o 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 ;00000000 GAS BAFFLE .• o 2" MIN. INT. DIM. o 0 0 0 �QQOQ00000[� 0000�000noa o �j ,o ° ° ° o 0 0 °0 oaaaoaE ooF= aoaa000�o�a .°o°o°o°o 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND 4' LIQ. LEVEL (ACME OR EQUAL) 43.5143.34 °°°°°°°° °°°°°°°° 41.23 NOT TO BE USED FOR LOT LINE STAKING OR ANY Wequaquet OTHER PURPOSE. Lake \ 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN.LH-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED l o 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25' X -12.83' 4.53' 9. COMPONENTS NOT TO BE BACKFILLED OR COMPACTION. (15.221 (21) CONCEALED WITHOUT INSPECTION BY BOARD OF 6.2' HEALTH AND PERMISSION OBTAINED FROM BOARD ( 1 % SLOPE) ( 1 % SLOPE) OF HEALTH. LOCUS MAP FOUNDATION EXIST. SEPTIC TANK 29' LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR D BOX 13 FACILITY 36.7' BOTTOM TH-1 & 2 CALLING DIGSAFE (1-888-34477233) AND NOT TO SCALE "THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL ** NO GROUNDWATER FOUND VERIFYING THE LOCATION OF ALL UNDERGROUND & ASSESSORS MAP 232 PARCEL 44 UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE G-W EXPECTED AT ELEV. 35f WORK. WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE. (WEQ. LAKE DATUM SYSTEM) 11. ANY UNSUITABLE MATERIALi ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED LEGEND AND REMOVED OR PUMPED AND FILI ED WITH CLEAN SAND. i 99 - EXISTING CONTOUR x\7.49 X 99' EXIST. SPOT ELEV. 99 PROPOSED CONTOUR 4 6 � ',,,47.19 O [98•41 PROPOSED SPOT EL. SYSTEM DESIGN. TH1 ° TEST HOLE x .25 ,�� 3 \\ IO GARBAGE DISPOSER IS NOT ALLOWED BENCH MARK - TOP OF \ 0 2� SLOPE OF GROUND LANDING AT STOOP EL. = 48.5 �o TM ®4 � 6.72 '4>4. DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD UTILITY POLE / I�8. x tl 14" OAK \\ +0 USE A 330 GPD DESIGN FLOW FIRE HYDRANT \x 49. NC) N1b x 46 51 46.32\ SEPTIC TANK: 330 GPD (2) = 660 16" P.PINE NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING � x 407 ' \ p %46.28 **RE-USE EXISTING 1000 GAL. SEPTIC TANK " x x¢ � 46 \ 2 j9 6.12 LEACHING: TEST HOLE LOGS �P� / i ��/• 45.6-/\ SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD Lp Q \ = ENGINEER: ARNE H. OJALA, PE, SE Q�e- � � ti 46.59 ,ems x .12 6 \ BOTTOM 25 x 12.83 (.74) 237 GPD- DAVID W. STANTON, RS �°� \ / \ 45.84 I --x 47.44 WITNESS: �. Exlsr. DWELLING � �, � I TOTAL: 472 S.F. 349 GPD DATE: 3/31/10 4 06 TOP FNDN. _ 48.1 114 x .12 444j153 AQ 45.24 45.74_ - USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ELEVATION 48.1 �/ c 4 .17 7 44.19 PERC. RATE _ < 2 MIN/INCH 5 - HEAo U-\\U-"E5 WITH 4' STONE ALL AROUND INVERT ELEVATION AVER 12877 HERE = 45.2 45.18 r 2. CLASS I SOILS P# 44 0.00 \ 42.24 SLEEVE SEWER LINE FOR 10' EITHER SIDE OF ELEV. ELEV. DECK G CROSSING WITH WATERLINE 0" 4 47.7' 0" 4 04 47.7' 4 C\ 4• 0.36 G 411. A A 40 40. 0 1-4-0 5 LS LS 40.19 PAVED DRIVE 40.40 MA 1OYR 2/1 1OYR 2/1 APPROVED DATE BOARD OF HEALTH 6„ 6" 4 o- B B 39.47 TITLE 5 SITE PLAN SL SL -x 38.77 39.65 OF 36" 10YR 5/6 44 7' 36„ 10YR 5/6 44 7' 39 5.08 66 HOLLY POINT ROAD Q�P� of 3B �e�� CENTERVILLE C C �FT� 37.13 1�� PERC �Na PREPARED FOR MCS MCS 4.75 PATRICIA BARADARAN BEARSE POND ELEV 34.9 MARCH 30, 2010 10YR 6/4 10YR 6/4 ��ZHOFMgss r REV 4/28/10 (ELEVS.) ? c sDANIEL ���, CP A. - off 508-362-4541 3 6 o A. a, fax 508-362-9880 OJALA % I downcape.com q No.40980 No.46502 132" 36.7' 1320' 36.7' ,O P°�S��,ST R �� down cape engineering, MC. °suRvS civil engineers NO GROUNDWATER ENCOUNTERED Scale: 1"= 20' s, NA EN � � �-"�_�u land surveyors 939 Main Street ( Rte 6A) 1 0_056 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 10-056.DWG(SBO)