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HomeMy WebLinkAbout0031 MERIDETH WAY - Health I 41mw 3MER-I 1D55E TH WAY Ceville 1, S M E A D No.2453LOR UPC 12534 emead.com • Made to USA 40) � IaRl�Y11�1�RT{M SFI �SR PWGUM MN : 4 1 1 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Ye 7 4pli[ation for Misposal �pstrm Construction permit e \ Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System individual Components yytn�d��r Lot No. 6J f v j.. p yc� (�G.�/ Owner's e�,Address,and Tel.No. sssor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. t70 ell � 0t 7 w Me may/ Type of Building: Dwelling No.of Bedrooms 1 Lot Size sq.ft. Garbage Grinder(Ilella Other Type of Building Vj *Cof No.of Persons Showers( ) Cafeteria( ) Other Fixtures z Design Flow(min required) gpd Design flow provided ,! 4_3 gpd . Plan Date 9 Number of sheets Revision Date Title �6 �' C�� 0 /—v`9 e Size of Septic Tank 40V '�SJ°, 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 b this Board of Hea i e Date / Application Approved by A Date Application Disapproved by Date for the following reasons Permit No. Date Issued f.� •3 v No. �' Fee THE COMMONWEALTH OF MASSACHUSETTS Enteredinccmputer: 1 O� Ye PUBLIC HEALTH DIVISION - TOWN OF B�t1RNSTABLE, MASSACHUSETTS application for Disposal *pstem Construction Permit .,,Application for a Permit to Construct( ') Repair( Upgrade( ) Abandon( ) ❑Complete System �dividual Components Locati n AUpra, r Lot No. Owner's Name,Address,and Tel.No. q� 3/ �1,sessor's cel PO*j� �I Z j j InssttalllleeJr�'s Name,Address, /and Teel.No. 7 /�//� /J//�y/� Desi/g�n/e1�rr/'s Name,Address,6d'Te1/N-o: Type of Building: 7 Dwelling No.of Bedrooms ✓ Lot Size 112,, 0/t7 sq.ft. Garbage Grinder( �© Other Type of Building .{ft"' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ? gpd Design flow provided 3 gpd + Plan Date Number of sheets Revision Date Title Size of Septic Tank t Description of Soil r Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in r 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 Healt ` r 6°G ed Date _Vh?k Application Approved by. Y // Date ,Application Disapproved by Date for the following reasons Permit No. Date Issued . ------------------------------------- --------------- --- -----------I----------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(141 Upgraded( ) Abandoned at has been constructed in Wated nce with the provisions of Title 5 and the for Disposal System Construction Permit No Installer 160r xe leq e�4/ Designer M Ll�i/ #bedrooms .3 Approved desi ow gpd The issuance of this permit s all not a construed as a guarantee that the system 11 functio a e ' ned. Date � g Inspector r, No. —'3L Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *- pstem Construction Permit Permission is hereby granted to Construct( ) Repay- ( Upgrade( ) Abandon( ) System located at ?j /� 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:Co tru ion st be completed within three years of the date of this permit. Date Approved by ti TOWN OF BARNSTABLE LOCATION SEWAGE#r> /O VILLAGE 1�d,4,,,//�r ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. s�r .� J1�=itp,;"167 SEPTIC TANK CAPACITY /dCt" LEACHING FACILITY:(type)4, JZ' C ��rJ �S � (size) .�c7f`X O•y sX NO.OF BEDROOMS OWNER /3�Z/Z PERMIT DATE: T-9/® COMPLIANCE DATE: rnllo Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 0-- Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 260 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY Dow") ev"- C/-Nfi�i✓ei��r �3 /�, /+�g� S o°6'' J�,Y" fib„ ��,�:. _ y�� ,. j�y . . f.� . . FROM :down cape engineering inc FAX NO. :1508362138@0 Aug. 18 2010 02:55PM Pi F. G, MAKS. r- Divi"don X ..-1 -5 'W 1'.himil"m 'ffircctor 200 IMI afiD Street,flrystinwas, 'WA 91-601 (Xf.jr.a.- .509-P162-464-4 'I4O-63011 Tnstafle.- S, Desimaer Certifiudhm Form L:A�, A d r!r e F,w d, vd�� 70 - lyllv, /-0 On, Was, Li to ii-).,Aall Lt i.lto/ e- Nued on a desipi drawn by al d, I c'citify 1W,the septic SySte-M re-FL9,eilcod above W,9.9 i-astille,(.1 SUINS11111fiUlly UCCOTdITIg to the desifm, wbicll.71.1ay HICTLIKIC; Lluilior approvc.d diangos smell as 1,1to.rLij relocition of tbe, distribution. box Pind/or. septic. Lank, I Cerlify 11-tat alo S(-,ptlo S ySfina refinxmcl-d above was Listalled wit.b majcx changes (ix. ueo.IEY ffin '10' 1LAml relocation of the. SAS or Lin 1_, y veTfical relocation.of any Compolle'ut of d1c;sqtic systm) blif i11 accordance with State A. Lon,91 Rem1l,,3tions, Plan rc,-visior ()T certified btlilt I)y de-sigilor to follow. -Z---� DANI .LA. 'Ills CIVIL No 46502 t ri (ICD---- (.Affix Dosj.-0.2r,s Stam.p Uere) FU1e,AShr RETURN TO BARNISLABLE PUBLIC HEALTH DIVISION. CERI'LFICIkILE 0);.,, Ti, WCL N(YI' T!; !KJkT9T,)) TTjqTLfj, )ROTU AIRS FQ),3YI. AIIA'P A-14 BUILT CARD ARk B THANNYOU. Y 7 HE.QPM N,'ST A'HU; JAU Q: `1 RAJITS. NO.: CITY/TOWN: APPLICANT: ��� cr ��.+ t ADDRESS: : `7--)l DESIGN FLOW: gpd REVIEWED BY: DATE: N/A OK NO is{.-,y.._...7.�.7.......:....... ..:i_.. ....i'..�':'v•.i:'.i.:.��ii.::.ii':...-.v:.......t'. :.)i' dei;C: g „J:r, -:tr ..I ii.. •l. f;l dL; � �� i1711S.�T.dl .� Legal boundaries denoted [310 CMR 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on plan [310 CMR 15220(4)(u)] Locus Provided [310 CMR 15.2204(t)] Plan proper scale? (1"=40' for plot plans, 1 20' or fewer for components) [310 CNM 15.220(4)] Easements shown [310 CMR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(l)(a) for upgrades]- if not, a variamzce is required [310 CMR 15.412(4)] Location of impervious surfaces (driveways,parking areas etc.) [310 CMR 15220(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)(c)] 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 CNM 15.220(4)(h) and (i)] Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(1)] Percolation test results match loading rate? [310 CNM 15.242] Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CNM 15.103(3) and 310 CNM 15.220(4)(1)] Address Sheet 1 of 7 N/A OK NO Location of every water supply, public and private, [310 CMR 15.220(4)(k)] withui 400 feet of the proposed system location n the case of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location 111 the case within 150 feet of the proposed system location in the case J of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located [310 CMR 15.220(4)(m)] (if water line cross see 310 CMR 15.211(1)[1]) Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(o)] Stamp of designer [310 CMR 15.220(1) and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor (required if construction activities within 5 ft. 7w� f lt line) [310 CMR 15.220(3)] Test Holes adequate ( o in each of the primary and reserve tu1less 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 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)] ' Benchmark within 50-75' of system [310 CMR 15.220( .)(q)] Materials specifications noted? [various sections of 310 CMR 15.000] System components not> 36" deep (unless Local Upgrade Approval or LUA requested) [310 CMR 15.405(1(b)] Sheet 2 of 7 Address r .(,`p�1�'l7'y T('1 j�T 7,.� N/A 0K N0 V��L.�J:�i1T�19'13. 'if � i t '�.f 7,i .;���^��f � J tf �°�:'�'"t�� 7jy'•fi�` ,?r�"� 1� t�'t x. r r � •,n. r r r 1....�..._v ...,.... . .. 4 .r , Size OK? [310 CMR 15.223(1)] Inlet tee located ten inches below flow line [310 CN1R 15.227(6)] Outlet tee 14" or 14" + 5" per foot for increase fi 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 CN1R 15.228(1)] Separation between i let and outlet tees (no less than liquid depth) [310 CMR 15.227(2)) Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA [310 CNM 15.405(1)(k)] Minunum 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 CNM 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)] &49 > 10 ft from building foundation [310 Ma 15.211(1)] Buoyancy calculation Required/Done [310 CMR 15.221(8)] H-20 Where appropriate? [310 CNM 15.226(3)] Setbacks from resources [310 CNM 15.2111 Required when other than single-family dwelling or flow>1000 gpd [310 CMR 15.223(1)(b)] First compartment 200% daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and (3)] "U" pipe through or over baffle,outlet of each compartment with gas baffle or approved filter [310 CMR 15.224(4)] Address Sheet 3 of 7 N/A OK NO Bl[T ]C� I�fiG�ST���rLPs,�1�I Oil +lP'�Pll �s dd 'A��" �'' s _ tfisn} a. a; ,.� ,. Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at least 18" below water line (when water and sewer cross, see 310 CNM 15.211(1)[11) rOCNMR quired/provided ? [310 CNM 15.222(8)] s specified in force mains? 310 CMR 15.221(6)(c)] er line not less than 0.01 (1/8"/fL) 0.02 preferable 5.222(6)] on all runs? (.005 within gravity-distributed trenches and beds) [310 Ma 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 CNM 15.221(2) and 310 CNM 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 CNM 15.323(3)(a)] �rif than 9" [310 Ma 15.232(3)(f)] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] r mp 6" [310 CMR15.232(3)(e)] over if<2000gpd); waterproof manhole if>2000gpd 5.232(3)(d)] . . ..m '.� . 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, disconnects accessible) Alarm floats - alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating ni lead-lag mode. [310 CMR 15.231(6) and(e)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed? Provided? [310 CMR 15.221(8}] ?L iri ice' Sv3 c Address Sheet 4 of 7 N/A 0K NO rf4eet ( MR 1culations correct? ofnaturallyoccurringmaterial demonstrated? [310 CMR.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 15.2411 . Inspection parts 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] 00 as Charnbers 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 1'minimurn- 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 CMR~15.252(2)(a)] Maxim-arn 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)(1)] Address Sheet 5 of 7 I N/A OIL NO f sr.Prsed S'ystein ? Provided pump and piping cal as required [310 CMR 15.220(4)(1)] Pressure dosing required on all systems>2000gpd or altemat'ive systems under remedial approval [310 CNIR 15.254(2) and I/A Remedial Use Approvals] if used in gravelless system-make sure jet is directed as not to scour soil interface [Guidance Document] Inspections once per year (systems<2000 gpd) or quarterly _ (>2000gpd) good to note on plan [310 CMR 15.254(2)(d)] C'olas&uction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? Impervious banter and/or retaining wall ? [Guidance Document] impervious barrier installation must be supervised by designer [310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer (310 CMR 15255(2)(a)] Side slope not exceed 3:1 ? [310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2) acid Guidance Document] At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 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 �lt'el 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 f.CCw� A✓ Are the variances listed on the plan? [310 CMR 15.220 (4)(q)] RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.414] Sheet 6 of 7 Address N/A OIL NO Is the system in a Designated Nitrogen Sensitive Area (Zone II for a public supply well)? [310 CIVM 15.214, 310 CMR 15.215 and 310 CNM 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15 216(1)] r�r.++",��} aA�'�.p; cscellai e®us,. aK r. Ll1 y 7k� tl i� 'Y.f i �!713 I,. T Pumping to septic tank? [ 310 CMR 15.229] Shared System [310 CNM 15.290] e Address Sheet 7 of 7 I �a /io .,901- aZi Z. • �,xr:ra 1Depaa'timcnt of Regulatory Services L uaartaTn>3te 4 Public Heaffli Division >D�te�71 200 Main Street,Hyanuis MA 02601 s • �PFfi P,4P�h � ' Date Scheduled_ ( v Timm I Fee Pd. D//' y Foil Suitability Assessment for Sewage Disposal Pcrfonned 0y: ZAA CL k Q,&A PC—,& 7 Witnessed By:—0-4.1 e � I Location Address 3/ r1e_r1' (._tkK WSJ Owner's Name n Z� / Ce ✓t��e Address Assessor's Map/Parcel/�qll) Cugiueer's Name U L✓fCAf 1� NEW CONSTRUCTION REPAIR � i Telephone It � a�J 30� — !. Land Use s�d�,tl�) Slopes(%) % Surface Slunes Distance's from: Open'Water Body It Possible Wet-Area ft Drinking Water Well ft Drainage Way It Property Line 70 FL 011ter It SKETCH: (Street name,dimensions of lot,exact locations of lest holes St pert tests,locate wetlands 4 F n prwtitttity to holes) 100:C)o % I l I Z NOV_ 7"HL 1' 1 601 Parent material (geologic)_�ti1/�H- ���i'� Depth Lt1 Reclroclt Depth to Groundwater: Standing Water in Hole: Weeplltg Il'olll Pit Fllup Ustimatcd Seasonal iiigil Ground%yawr DETERMINATION FOR SEASONAL HIGH WA7(']CR TABLE Method Used: I �i-" Depth Observed standing in obs.Bole: —�� ` lu Dep[11{0 5 I 1 loltr.s: Depth to weeping from side of obs.bolt: i!L GrtiUlldWuler Adjuslmellt„_._fr. Index Well}# Reading Date: Index Well levnl AcLI.factof ^_ Agj.l7rli011tlWUtdP l.,evel IPICI[ CO L�ATI.ON TESTm Data A' as Observation ' Z Hole#P V � }}- .� Time al 'l 9" Q' Depth of Pere n 1! Tlnte at 6" Start Pre-soak Time @ � �'� Time(9"-6") End Pre-soak Rate Min./Inch2 yK1 t Site Suitability Assessment: t;iIc Passed_ Silg'.Failed: Additional Testing Needed(Y/14) AJ Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted witiain 100' og wedand, you must lfiu'slt Uotify dge. Barnstable Conservation JAvision at least one (1) wecl pu-icir to lbeguuuuing, Q:\SEPTIC\PERCFORM.DOC DEPROBsr-IRV Depth from tk���11tl T.T®L' � -LOG 0JH .Sil hktriaon Soil Texture Surface(in.) Soil Color Soil (USDA)< (Munsell MotU, Depth from DREP 0.3&RIZVA ioN Surface(in.) HOLE LOG Soil Horizon Soil Texture 1101e# 5oi1 Color Sol Other (USDA), ' ; ; (Munsell) Mottling ( (Structure,Stones, Boulders. Fi.L L. S Consistency %Gavel 2-7 DE ®]f�57E1[gWA`B'��1�T�i®Y E 1L®� �r, Depth Prom Soil HOH70n ®��ii Surface(in.) Soil Texhtre Sail Color (USDA) Soil Other (Munsell) Mottling (Structure,Stones,Boulders. _ Co sistency T pmvel) 11311EIEIlD Depth from OBS]E VAS 7C.][OI�HOLE, Soil Horizon g'®� Hole# Surface(in.) Soil Texture Soil Color _ (USDA) Soll Other "'(Munsell " Mottling (Structure,StAnc&; Boulders, Cons�tency %Ora_vel) r Flood I nsnnu•ance Rate IVra Abovc 500 year flood boundary No Yc.s Within 500 year boundary No Yes _ Within 100 year flood boundary No ✓ yt,y ]( ppth o� If_ N'gt rallY_ e� cn_ rring PEP-wl_ jo�T teCi�9 Does at least four fe©t of naturally occurring pervious materlal exist in all areas observed throughout the area proposed for the soil absorption system? If not, what is the depthof naturally occurring pervious mat®ria'I'? �_ cl✓'eti•t>Icl�n:af�l°ua /� f o / , ' • I certify that on (date)I have passed the soil evaluator examination's ro Department of Environmental Pr'otection'and that the above analysjs was performed by ro me conved sy the, istent t with dire rec)rrired training, expertise and experience described in .CIO CMR 15.017. Signature_ I `� G a gg �— Date_ l Q:\5.1 PT[C\PF-tCF0 RM.DOC SYSTEM PROFILE MARK SYSTEM IHCMAGNETIC TAPE O BE NOTES (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS APPROX. NGVD ? �a ACCESS COVERS TO WITHIN 6" OF FIN. GRADE a r° 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING o TOP FOUND. EL. 52.1' FILTER FABRIC OVER STONE PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE CL c \ a I \ MINIMUM .7.9 OF COVER OVER PRECAST 2% SLOPE REQUIRE OVER SYSTEM 49.5 3. MINIMUM PIPE PITCH TO BE '1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST �° d n/ UNITS TO BE AASHO H-10 .x 49.2' 4"OSCH40 PVC PIPES LEVEL 1ST 2' 2" DOUBLE WAS Y EID PEASTONE 5. PIPE JOINTS TO BE MADE WATERTIGHT. e, / OR GEOTEXT LE FABRIC / 10" EXISTING 14" 47.0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE /p s WITH 310 CMR 15.000 (TITLE 5.) LOCuS TEE SEPTIC TANK** TEE 47.8'f ° ° ° ° ° oo� 46.5' �S� 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND GAS BAFFLE o NOT TO BE USED FOR LOT LINE STAKING OR ANY y 46.67' 46.5' 0 2 o OTHER PURPOSE. 0000 0 000 44.5' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 6" MIN SUMP H-20 3050 INFILTRATORS 12" MIN INT. DIM. 9. COMPONENTS NOT TO BE BACKFILLED OR 3/4" TO 1 1/2" DOUBLE WASHED STONE CONCEALED WITHOUT INSPECTION BY BOARD OF 6" CRUSHED STONE OR MECHANICAL HEALTH AND PERMISSION OBTAINED FROM BOARD COMPACTION. (15.221 [21) OF HEALTH. Rou{e 2$ OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30.4' X 10.25' , (3.4 % SLOPE) 6.5 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND LEACHING VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP FOUNDATION EXIST. SEPTIC TANK 33' D' BOX 2' FACILOVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT NOT TO SCALE UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS BOTTOM TH-1 & TH-2 11. ANY UNSUITABLE MATERIALi ENCOUNTERED U 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE NO GROUNDWATER FOUND 38.0 SHALL BE REMOVED 5' BENEATH AND AROUND THE PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE (OR H-20 PROPOSED LEACHING FACILITY. ASSESSORS MAP 148 PARCEL 155 SEPTIC TANK IF IT WILL BE SUBJECT TO VEHICLE LOADING). 12. EXISTING LEACHING FACILIT' SHALL BE PUMPED \ AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. LEGEND- 48.52 99- EXISTING CONTOUR X 99 EXIST. SPOT ELEV. I 99 PROPOSED CONTOUR / i 198.4] PROPOSED SPOT EL. / �� SYSTEM DESIGN. ,,,148.11 TH 1 TEST HOLE r x 47 92 po \a GARBAGE DISPOSER IS NOT ALLOWED 1pp I 21% SLOPE OF GROUND LOT 10 \ DESIGN FLOW: 3 BEDROOMS 0110 GPD = 330 GPD UTILITY POLE w / / .28 16,962 t SF �`� USE A 330 GPD, DESIGN FLOW I / FIRE HYDRANT \7 40 47.96 � --- _ - SEPTIC TANK: 330 GPD (2) = E60 NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 1147.1� 4 48.33 \ RE-USE EXISTING, SEPTIC TANK** TEST HOLE LOGS 48.8g SIDES:LEACHING: � SIDES: 2(30.4 +10.25) 1.85 (.74) = 111.3 GPD DANIEL A. OJALA, PE, SE PAVED BOTTOM 30.4 x 10.25 (.74) = 230 GPD ENGINEER: DRIVE 'sue WITNESS: DAVID W. STANTON, RS �' .75 Ta TOTAL: 461 S.F. 341.3 GPD DATE: 8/2/10 9. 7 50.99 50.72 USE (4) H-20 3050 INFILTRATORS, 50.26 BENCH MARK - CORNER WITH 1' STONE AT ENDS AND 3' AT SIDES PERC. RATE _ < 2 MIN/INCH \ 0.4 0. 3 I OF A/C PAD EL. = 51.2 EXISTING DWELLING CLASS I SOILS P# 13008 42 G TOP FNDN = 52.1' \ \ x 51.00 1.21 ELEV. ELEV. EXIST. ST** f NOTE: LOCATION OF EXISTING LEACHING MA O» 41 2 f x 30.68 ©5 .79 6 FACILITY UNKNOWN APPROVED DATE BOARD OF HEALTH 49.5' 0„ 49.5' p 0 M0.56 \ � x 50.76 FILL FILL � 09 � 50.6312" MAPLE 7�, 6" 0.36\ �,`� �. A A � 9 � _ TITLE 5 SITE PLAN LS LS � so 50 � o. OF �� 9.71 22" WHITE PINES 50.48 10YR 3/2 10YR 3/2 12" 12" 31 MERIDETH WAY B B 49.70 CENTERVILLE s LS LS 1� 49.41 49.64 O 10YR 6/6 10YR 6/6 PREPARED FOR 35" 46.6' 35" 46.6' � ° BORTOLOTTI CONSTRUCTION/ x 49.96 AZIZ C C PERC PERC AUGUST 3, .2010 M S L.-NOFMAS off 508-362-4541 M/CS /C pp �tiZN OFA,/q�s �ya� syc� I fax 508-362-9880 1pp `� DANIEL q�yG � DOJALJA G , downcape.co © 2.5Y 8/4 2.5Y 8/4 o O AiA CIVIL �Q.�6��2 down COW e#7 Ifid riag, Inc. 138" 38.0' 138" 38.0' x 49.59 "O d' �p g� � S,.�, ,� _ civil engineers Scale: 1"= 20' $�j_�® �ye� ss G land surveyors NO GROUNDWATER ENCOUNTERED RV 939 Main Street ( Rte 6A) 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 0- ' �� 10-160.DWG