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HomeMy WebLinkAbout0213 BUCKWOOD DRIVE - Health 213 Buckwood Drilve I3 ymmis A=271 — 114 I TOWN OF BARNSTABLE LOCATION 1 UG lC fit/�p ���� SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S N E&PHONE NO. 'i 6 SEPTIC TANK CAPACITY L/IZ!�' LEACHING FACILITY:(type) `sr ' w- t. (size) NO.OF BEDROOMS OWNER PERMIT DATE: gr� 100 COMPLIANCE DATE.r'•/ 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 r FURNISHED BY h' � , � �: ;� w � �. � U � � � _ -,� � � � _ � , .� . �� - � - -� � �: � �� _ �-� � e�, Q �--. - � � ��, /cc"No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes r ftplitation for Mispo8AY 6pstem Construction permit Application for a Permit to Construct( ) Repair(St) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location ddress or Lot NoOwner's ame,Address,and Tel.No.71�1-4ay'3,Q00 Assessor's Map/Parcel 3,71 l y loci i Trer dA �Q�, x Installer's Name,Address,and Te No. 9"7_7b Des�er's Name,Address,and Tel.No. -LVD —0 W o 16 `I D Sn C2rA-er—V�-Ic, fir- ) 0-. Type of Building: ' Dwelling No.of Bedrooms Lot Size 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 Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable)X(\SACk_0LQ OL n 1 + C L, 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. Si nod -f Date -7r Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued .. ^a.-Xu'^'�v.r,It.,7ic,.M....N-.+.�r�.� 3..r.�;..r�:�p7,-r7:.x�v'ro.'k..:-. .�,qa,,.r.-r:.,.....,•....::,,..,r.«.,�,�p ,.:..,. :.�.,.t...A.ir-- .._::, Fee 1Qo, No. o THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: w Yes PUBLIC�HEALTH_DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftplicatibn for ]Disposal *pstpm Construction permit I Application for a Permit to Construct( ) Repair(Y) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Locatio ddress or Lot No. Owner's Name ddress and Tel.No.`, iB l-�4 o) 4-a S00 !3 v� k 172 i�� �¢ �' PC,Der4 ' ate I� vQA Q i� Assessor's Map/Parcel a 71 1 1 y (,q I TC er,,�A Installer's Namf�e,A,��ddoress,and Tel,No.. t-����- 7"7(p Designer's Name,Address,and Tel.No.�.�q-08iq �O Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(14 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 Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 0'5 VQjLQ Q o eLA,1—k 1 -A �c_ S SQp��(, Date last inspected: I~ Agreement: 3 } The undersigned agrees to ensure the construction and mainten fce of the afore descrlibed on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code andhot.to.place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed .«.r. n Date Application Approved by �/7 Date A i ., Application Disapproved by !l v Date ` v / for the following reasons ,, r7 Permit No. Date Issued v v� r tP �� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(X) Upgraded( ) Abandoned( )by WM at a 3 l�k 1J�f -D ►y , has been constructed in accord ce with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer 1�0� Designer #bedrooms � Approved design flow_ �$ gpd The issuance of this permit ssthh�all not be construed as a guarantee that the system-will Eric oar assesigned. y Date / C? �� Inspecto(, _. No. - - ------ - - -- - - --- - -- ON / Fee � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS 30isposal 6pstem Construction i3ermit Permission is hereby granted to Construct( ) Repair(yL ) Upgrade( ) Abandon( ) System located at o7 (� UC..�.-Looj D u �' v t 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:Const tign mu`t be co pleted within three years of the date of this permit. r r / Date 1 Approved by � t . 'I\ r TRANS. NO.: CITY/TOWN: APPLICANT: ADDRESS: 2-13 RoCA LAIN D DR IV DESIGN FLOW: 130 gpd REVIEWED BY: DATE: 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)(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)(0] daily flow `l septic tank capacity(required and rovided) ✓ soil abso tion system (required andprovided) ✓ whether system designed for garbage grinder North arrow [310 CMR 15.220(4)(g)] Existing and ro osed 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)] t/ Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR ,I 5.220(4)(n)] Address 143 30C KWOd 1) t/;ZCV U . r Sheet 1 of 7 l T 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 packed public Watei sup ly ` 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 su ly wells V 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)] StaLn2 of designer [310 CMR 15.220(1) and 310 CMR 15.220(2)] t/ Stamp of Registered Land'Surveyor(required if construction activities within 5 ft. of lot line) [31'0 CMR 15.220(3)] V/ 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)] V Test hole adequate to demonstrate four feet of suitable material? V/ [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(4)( )] 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)] Address��� YJ(�'`W 00 �-�y f ' ' Sheet 2 of 7 N/A OK NO Size OK? [310 CMR 15:223(1)] ✓ Inlet tee located ten inches below flow line [310 CMR 15.227(6)] z/ Outlet tee 14" or 14" + 5" per foot for increase ft depth[310 CMR / 15.227(6)] V 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)] c� Irilet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA [310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232(3)(f)] Three access covers (inl'et;and outlet must be 20" or greater) - middle access at least 8" (by 7/07) [310 CMR 15.228(2)] V, Access to within 6 " of grade - one port for systems<I 000gpd, / two fors stems>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 a pro riate?`[310 CMR 15.226(3)] g/ Setbacks from resources [310 CMR 15.2111 "' s - ¢ w r �, 1 ? -� Ste: �. h MmPtmen �auk I" ;3 Required when other than single-family dwelling or flow>1000 d [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)] Y Address Sheet 3 of 7 7 Q N/A OK NO WK 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 CMR 15.21 l(1)[11) 1/ 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"/$) 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)] V Siphonproblem/(leachfield below pump chamber) Endca s or vent manifoldspecified? i✓ 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 A types allowed) ` - w � � 21, D� B1` � xa�;, ?� Stable compacted base [3u10 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)( ] Inside minimum dimension 12" [310 CMR 15-.232(2)(b)] ✓ Minimum sum 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd / [310 CMR 15.232(3)(d)] ✓ PUMP CkI ► B s> r :a ,..�� 4 k, Z ,. .z a;.aas .r. 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)] V, Service components accessible (not too deep with piping, disconnects accessible) Alarm floats - alarm on circuit separate from pumps specified? f Exceeds two units must have two pumps operating in lead-lag mode. [310 CMR 15.231(6) and(8)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed? Provided? [310 CMR 15.221(8) Address �-[ > BUGK W®b D D gI V C Sheet 4 of 7 I N/A OK NO Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1)] Required separation to groundwater? [310 CMR 15.212)] Aggregatespecified 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] ✓ Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole(if>2000 gpd must be to grade) [310 CMR 15.253(2)] Aggregate 1'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 s . 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] x minimum 2 distribution lines [310 CMR 15.252(2)(a)] 7/ ' 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)O] Separation between beds 10'minimum. [310 CMR 15.252(2)(f)] L/ Bottom area used in calculations only[310 CMR 15.252(2)(i)] v Address 113 f� pp r UGK 1,�jp0 D fZ�V� Sheet 5 of 7 N/A OK NO Pressure Dosed System ?Provided pump and piping / calculations as required [310 CMR 15.220(4)(r)] i/ Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use Approvals] V 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 d) good to note on plan 310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet / the specification of 310 CMR 15.255(3)? V Impervious barrier 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 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. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 (2) eWMA ] °u i^w ro VIEW, Jam,^ . Check DEP Approval letters for credits and design conditions V 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 A rov�l 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 a licant submitted a cou of a maintenance '/ � r RIM _0 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 property line [310 CMR 15.412(4)] V/ New construction or increased flow proposed- [Refer to 310 ✓ CMR 15.414] Sheet 6 of 7 Address �[ 7 RUG� 4 W0OD PIWL� I N/A OK NO Is the system in a Designated Nitrogen Sensitive Area(Zone H 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)] V Are the nitrogen loads proposed in compliance? [310 CMR 15.216(l)] V/ Pumping to septic tank? [ 310 CMR 15.229] Y/ Shared System [310 CMR 15.290] Ri Address �(� k�� I, LJ Sheet 7 of 7 Town of Barnstable � o Regulatory Services Thomas F. Geiler,Director • seltNsrABM • 9�P0,19. �`'$ Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: J!` Designer: C.p �.E,el) Installer: (�, ��I /,� r) J� -.01 /, Address: #I r 119 P ff 1C �i/'Cil G� Address: P O &X 1 d 9q ,5dno ��r�h r A6 On PjICI S on 19 was issued a permit to install a (date) (installer) septic system aQ U &6koo.01 ;0& based on a design drawn by r (address) dated (designer) y I certifythat the septic stem referenced p y above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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. �o DAVID �yGN D. COUGHANOWR (Installer's Signature) No. 1093 01STE� i SgNirAa\PN CT� (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Town of Barnstable P# Z Department of Regulatory,Services _ _ . - Public Health Division—-rt---�—- aenxareats: � _ Date hues p ' 1639 200 Main Street;'Hyannis MA 02601 ��; . , �. -Date Scheduled'" �`! �/ 1 � `ATime I Fee Pd. -Soil Suitability.Assessment for Sewage Disposal Performed By:,._V RV COUG N�"�d L✓ i 1 1 - - - Witnessed By: LOCATION& GENERAL INFORMATION Location Address 3 (il V�k Woo � Owners Name Address - _ 2t3 B�cr woo 1, �i2 - Assessor's Map/Parcel: ?� ���y- Engineer's Name NEW CONSTRUCTION REPAIR i - Telephone# S _ j�g{ (IGry � Land Use -- Slopes L 1 " _ P © - Stones 1. ( )% Surface>, _ Distances from: Open Water Body - t- ft Possible Wet Area C60 t t� ft. Drinking Water Well[6 0 + ft Drainage Way ---ft Property Line } ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&.pere tests,locate wetlands in proximity to holes) - > GROUNDWATER ADJUSTMENT . 1 Ip EXISTING GROUNDWATER I DWATER LEVEL- ) 1� BASED ON TOWN OF BARNSTABLE �I 1� GIS DEPARTMENT RECORDS. N 7P-1 O, f INDICATED GW 32.00 INDEX WELL A1W-230 1 ZONE D I rat J M /f READING READING DATE DUNE, 2009 22.9 ADJUSTMENT 3.2 ADJUSTED GW 35.2 1 1 ,S Parent material(geologic) p Pl9��efCl'f� ��fwas P De th to Bedrock Depth to Groundwater. Standing Water in Hole: �P Weeping from Pit RpCe 4� V)� Estimated Seasonal High Groundwater See qIV uQ- DETERRNVNATION FOR SEASONAL HIGH WATER TABLE Method Used: See yu�e Depth Observed standing in obs.hole: in. Depth to soli mottles: Depth to weeping from side of obs.hole: ©rnundwaterAdJiistment ft.ft. Index Well Reading Date: Index Well level A4j,factor Adj.f3rountlwater Level , PERCOLATION TEST Date 1111 o�j Thne� M Observation 1 Hole# l Time at 4" Depth of Perc t h Time at 6" V4 0 Start Pre-soak Time @ Lime(9„-6„) h 1 _ End Pre-soak `�24 Rate MinJInch . Site Suitability Assessment: Site Passed v Site Failed: Additional Testing Needed(Y/N) 1 Original: Public Health Division ' ``' Observation Hole Data To Be Completed on Back-�--------- ***Ifpehcolation test is to be conducted within i00' of wetland,you must first notify the, Barnstable Conservation Division at least one (1) week prior to beginning. :r Q:X.S EPTICIPERCFORM.DOC _ J `e JUL SOIL TEST L 0 G ' DATE OF TEST: DAVID 1D. COU OWR APPROVED SOIL EVALUATOR: DAVID D. COUGHANOWR. #461 WITNESSED BY: DAVID STANTON. HEALTH DEPT. _ - PERC NUMBER: 12635 ' TEST PIT I NO GROUNDWATER PAARENTUMATER AL ENCOUNTERED PROGLACIAL OUTWASH---" ' - } _ PERC AT 68 to 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 62.25 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING-' -- - i - 0-4- Ap- LOAMY SAND - 10 YR 2/2 -NONE FRIABLE 59.08 4-38-, iB LOAMY-SAND '__ _ 10-YR .5/4 _ NONE FRIABLE .38-138 C MED-COARSE ,SAND 10 YR 6/4 NONE" LOOSE 50.?5 7. EST PIT 1 NO GROUNDWATER,ENC*OUNTERED PARENT MATERIAL: PROGLACIAL OUTWASH 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER fi 62.35 (INCHES) HORIZON TEXTURE . _ (MUNSELLI MOTTLING I 0-6 Y . _Ap__ LOAMY SAND 10 YR 3/2 ' NONE FRIABLE f 59.02 6-40 B LOAMY SAND 10 YR 5/4 NONE FRIABLE � _50.85 w _ -- 40-138- C MED-COARSE SAND _ 10 YR 6/4 NONE LOOSE _ -� - DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mubsell) Mottling .(Structure,Stones,Boulders. Consistencv.%Gravel) r DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Solt other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistency, ry Flood Insurance Rate Man: - Above 500 year flood boundary No— Yes Within 500 year boundary No V' Yes Within 100 year flood boundary No Yes Depth of Naturally Occurrina Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification ��V 5 ` I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and ex a 'ence described in 310 CMR-15,017. zH of M 'ass Signature �S Date o�Y t� 1 � DAVID D. l- U COUGHANOWR • �O ��CENSE� �' QASBPTIC\PBRCFORM.DOC EVALUP�O Town of Barnstable P# a Department of Regulatory Services _ . Public Health Division Date `� 1,he 2-6 1 2001 �A i679. `6�' 200 Main Street,Hyannis MA 02601 Date Scheduled Time Fee Pd. UUf Soil Suitability Assessment for Sew yge Disposal Performed By: Witnessed By:—Of,V, LOCATION& GENERAL INFORMATION Location AddressI Owner's Name P���r� Address 8Oeik1W00­tl Or Assessor's Map/Parcel: 27.1 /ll Y g y h i 5 t �/i / ` Engineer's Name �th 04 k 020 NEW CONSTRUCTION REPAIR Telephone# .119 8' 3G4 Land Use Slopes Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of!oG exact locations of test holes&pert tests,locate wetlands in proximity.to holes) Parent material(geologic) Depth to Bedrock Depth to Groundwater Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In. Depth to soil mottles: in, Depth to weeping from side of obs.hole: In, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level,, Adj,factor- Adj.aroundwaterlevel,,,� Observation PERCOLATION TEST Dates TIMe. � Hole# Time at 9" Depth of Pero Time at 6" Stan,Pre-soak Time @ Time(9"-6") End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. Q:\SEPTI0PERCFORM.DOC 5 DEEROBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. iConsistency,%Gr vel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon, Soil Texture Soil Color Soil , t Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. J Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, o Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency, I Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No= Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date).I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience.described in 3 10 CMR 15.017. Signature Date QAS.EPTICVERCFORM.DOC l ~i CONTOURS P S�EY SANE 2 BENCH MARK _ _ EXISTING - - - - - - - 50 AR LOCK J N MINIMAL GRADING PROPOSED cINGE z TOP CORNER BULKHEAD�E- s`oj I-ANE. 6) ELEVATION = 54.22 52 2 w BARNSTABLE GIS DATUM O 0 OThl O=W �_U J m J Cc7 m r` % ` \ / OSTERVILLE. MA -� � LOCUS MAP >~ / / ti �� A NOT TO SCALE a / W � J omo m U Z W Z w / O� �` WATER VIM cv O / GATE \ FiVT ? << w3 �, - LEGEND �z J'U°m F- Z ry 3 ww °o / Q� / LOT 67 �� 1500 GALLON r o Q N <W W N � / - +- SEPTIC TANK = W � z l l AREA 16271 _—F l wU W} U -i > ° `� �T- �Q Z Ja EX �.� J . °i . \ EXISTING LEACH co z m d 0 W W PIT/CESSPOOL • >W w °(n in � � ° / I s UTILITY POLE W= o ?< w w w m s :: " N w o CD > � �G / TEST PIT(� D-BOX ❑ Z J� O�V O� / DECIDUOUS CONIFEROUS - of X ,, T� �// < �O� / / GARBAGE GRINDER TREE oQo TREE e Lc w0 w z 0�-y� � N`` l \ g`� '� �,� j' VG /ti' IS NOT ALLOWED d4b]z-M *2-p W LO / �j / WITH THIS DESIGN. -NUMBER REFERS TO DIAMETER IN O~ I �A/ / INCHES. LETTER DENOTES TYPE. OZ I (n wLL I Ln LL / X ti/ O-OAK M-MAPLE P-PINE C-CEDAR ` U Ld Z (Y O / \ 53 / lil lu Z W / b / ESN OF M4S '�\tN OF AfA (n� X I O (tQj} 15-0 % S1 s9C y�� s4C' e U) �U o \ �o� DAVID yes Boa DAVID yes o z w? co cn m 51 / / o D. �, a D. W (nm / - COUGHANOWR - " N zz WHALE �52 No. 1093 COUGHANOWR W z o f �\ titi ti o s t, o W O ~ Wz LWn ,� FC/STE�� O/ CENS� �p Z., W cn O3 ,� ,� / c>oo 24 Ft x 12..5 Ft x 2 f t S4NIT EV uP w m v l �15-0 OUT \ TP-1 LEACHING GALLERY , LSC m J� O m ®• 51 D 2� 20 q l�l w ��� Qh O TP-2 I / W 0 �,, Q0l I 0 2 ft / SEWAGE DISPOSAL SYSTEM PLAN tY w Z V �� 10-0 ��®� TE -TO SERVE EXISTING DWELLING w CO Z m O 50 \�'� i EST. YY JOSEPH AND SUZANNA LL IO 33 0 m z ~ `\3�` c� 50 OWNERS OFOREfCRD A V I C H 0 0 0 I� m FLAN e0 �t ��� �' `�1 1995 11� PARSLEY LANE � �® �`� OSTERVILLE. 'MA I m �� `?OND�� PROPERTY ADDRESS Z + � � � W SCALE: 1 in = 20 f t —+ cni 20 0 20 40 43 TRIANGLE CIRCLE ASSESSORS MAP 16 5 PARCEL 112 NOTE iv SANDWICH MA 02563 LAND COURT PLAN 38384H 0 „ N �, � � 6 IB 2a 588 364-0894 DATE: JUNE 25. 2009 z EXISTING CESSPOOL IN THE AREA OF THE J m - N `0 " PROPOSED LEACHING GALLERY IS TO BE -joe E T E-316 8 PAGE I OF 2 VERSION: O W o w w n PUMPED. COLLAPSED AND REMOVED. THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED LL EXCAVATE ALL ASSOCIATED CONTAMINATED SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM SOILS AND REPLACE WITH CLEAN MEDIUM DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING SAND PER TITLE 5.., PLACEMENT OF ADDITIONS. SHEDS, FENCES OR SWIMMING POOLS. OWNER " SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. DATE OF TEmST:,; JUNE 24. 2009 SOIL TEST L. O G APPROVED SOIL EVALUATOR: DAVID D. COUGHANOWR. #461 DESIGN CALCULATIONS WITNESSED BY: DAVID STANTON. HEALTH DEPT. PERC NUMBER: 12607 DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD TEST PIT 1 SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS NO GROUNDWATER ENCOUNTERED INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) PARENT MATERIAL: PROGLACIAL OUTWASH PERC AT 84 in - 2 MIN/INCH IN C SOILS DISTRIBUTION BOX: USE 3 OUTLET D-BOX. ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER SOIL ABSORBTION SYSTEM: A 24 Ft x 12.5 ft. x 2 Ft LEACHING GALLERY CAN LEACH (INCHES) HORIZON TEXTURE (MUNSELU MOTTLING Abot = ( 24 x 12.5 ) = 300 sf 51.40 Asdw = ( 24 + 24 + 12.5 + 12.5 ) x 2 = 146 sf 0-15 FILL 4- Atot = 446 sf 15-18 O LOAMY SAND 10 YR 2/1 NONE FRIABLE Vt 0.74 x 446 = 330.04 GPD 18-22 A LOAMY SAND 10 YR 3/3 NONE FRIABLE USE A 24 ft. x 12.5 f't x 2 ft GALLERY. Vt = 330.04 GPD > 330 GPD REOUIRED 47.65 22-45 B LOAMY SAND 10 YR 4/6 NONE LOOSE 45-136 C MEDIUM SAND 10 YR 5/4 NONE LOOSE 39.90 NO GROUNDWATER ENCOUNTERED LEA CHI NG GALLERY TEST PIT 2 PARENT MATERIAL: PROGLACIAL OUTWASH USE SHOREY PRECAST 500 GALLON NOT TO 2 MIN/INCH IN C SOILS LEACHING DRYWELL (H-10 LOADING) SCALE 1500 GALLON SEPTIC TANK ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER CONSTRUCTION DETAIL DIMENSIONS AND DETAIL NOT TO (INCHES) HORIZON TEXTURE (MUNSELU MOTTLING 50.65 DRYWELL UNIT STON USE SHOREY ST-1500-H-10 SCALE 0-8 Ap LOAMY SAND 10 YR 2/2 NONE FRIABLE 24.0 f t B-36 B LOAMY SAND 10 YR 4/4 NONE LOOSE m 47.48 38-132 C MEDIUM SAND 10 YR 6/4 NONE LOOSE m ` -0 TAPER 39.65 c} GROUNDWATER ADJUSTMENT DISTRIBUTION BOX 0 5 Ff-- cp EXISTING GROUNDWATER LEVEL DIMENSIONS AND DETAIL USE SHLI�?EY GIB-3 H-10- m 0 8 in BASED ON TOWN OF BARNSTABLE 3.5 FLL 8.5 f TT 8.5 f t 5 Ft_ GIS DEPARTMENT RECORDS. 24.0 FL -^lam INDICATED -GW' 5.00 NOT TO -�" , INDEX- WELL M1W-29 SCALE MIN ZONE- c :�� � -' -► 500 GALLON DRYWELL _, Bid +`� .READING DATE MAY._ 2009 FROM READING i�.4 O [ TANK TO DIMENSIONS AND DETAIL „yADJUSTMENT.. -,2.3 m �« ,J- kfiD:1USTED,.GW� �.3 Q O USE H-10 LNIT INLET CENTER OUTLET INSTALL ONE INSPECTION END COVER END �f a 6 to STONE BASE RISER TO WITHIN THREE Gj CROSS SECTION VIEW INCHES OF FINAL GRADE s > AND INDICATE LOCATION 3 IN«DROP ON AS-BUILT PLAN —► I, FLOW LINE FR ` °' ' - .z.ti ° * • .h i BUILDING 101, 14 TO 1n D-BOX O� 33 48 in LIQUID GAS NOTES LEVEL BAFFLE 000�000�oao In 1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 0000a000a 2) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REOUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15), 10.2 CROSS SECTION VIEW 3) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. CROSS SECTION VIEW 4) EXISTING CESSPOOLS TO BE PUMPED. COLLAPSED. AND FILLED OR REMOVED. 2 to PEASTONE 2 to PEASTONE SEWAGE DISPOSAL SYSTEM PLAN 5) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE. 6) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES 0 24ii -TO SERVE EXISTING DWELLING AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK. 28 314u, To E"F TIVE 4 To 26 1n -�'�`��` °ATM '-'�j.` � in JOSEPH AND SUZANNA GOLMANAVICH 71 SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT PARK OR .DRIVE VEHICLES OVER SEPTIC SYSTEM. 46 in 58 in 46 in 117 PARSLEY LANE OSTERVILLE. MA 8) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL 150 in ECO-TECH ENVIRONMENTAL STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING. INSTALLER MAY SUBSTITUTE AN APPROVED GEOTEXTILE 43 TRIANGLE CIRCLE SANDWICH MA 02563 FABRIC IN PLACE OF THE 2 in. PEASTONE LAYER SPECIFIED. 9) SEPARATION OF TEES IN SEPTIC TANK SHALL BE NO LESS THAN LIQUID DEPTH. ETE-3160 FJUNE 25. 2009 1 1212 ALL PIPE SPECIFIED ARE ATIONS FLOW PROFILE EXPRESSEDLINV DECIMAL FEET NOT FEET ANDT INCHES.TIONS RAISE COVERS TO WITHIN SIX INCHES OF FINAL GRADE TOP OF FOUNDATION ONE INSPECTION RISER FOR LEACHING GALLERY TO EL = 65.47+- WITHIN 3 INCHES OF FINAL GRADE AS INSPECTION PORT. op v 62.75 3 FE ALL PIPE �D-BOX MAX SCHEDULET40B VC 3" DROP AND TO PITCH AT -FLOW LINE TEE 5g,p5 1/8 in/ft MIN. 10 48" GAS PRECAST BAFFLE 61.a1 +- DRYWELL EXISTING 6 in - -M BOTTOM OF STON \ LEACHING 59.13 LEACHING GALLERY EXISTING 59.30 BASE EXISTING GALLERY EXISTING 1000 GALLON 59�� (END VIEW) 57.00 5.00 ft + 17 ft SEPTIC TANK SEE DETAIL ON REVERSE EXISTING a) 5 ft 12.5 ft b) 12 ft ADJUSTED SEASONAL 35.20 rn Y HIGH GROUNDWATER `I xUl S.r �N �o�ozZo croon nrn>. Z �x m�pM�mz 0 M —I zoo°-moo M F0,94 \ m fTl 3 y a z=,1 0 / \ z m Mz m �m�°rr-k Z 3 (7 c)cn roc r m Z z-� 0=3 yyr 3 �o-i�°m= o IU �� ao3°a (D 9 �r orn=-D J \ W C rrnorn°°-. m��O� cn � � �y�rnrnam c \ C-0-0 \ Mrn� rnm p pO 1 m c�rn �} g1 \� Colk o o o is \ ,+ �� �0 dol 1 = z 3 m <� no o N�Nd 0 -+ o > zx CD v mp O a _ > m 30 n �cl \ mO - � z W00 jX� Ln m o c nn j10 �rn Morn 0 5 -co \ Z J \ W Z O 1 C z c m G7 C7 z \ O -1 \ i cn az SOD o \ Dip � P��a \\ < � ((J)LTI _�co n-o-� c- � (n� \ �% v Tozmm a m Zo >m�oz -I 07 =GI ® co u dd ne cnzo�� m 3r � co cn o m cn i rn cn �m��.. CJ =max-jz mn coon- I co m N� �� U n co (D �( 0 n z rn 0 �cnXwo wrn �� n �cn'3"Z< o 0mc ZO � m 3 0 Omzn o o y m 0 1. m CD o��mm '- � co rn Crl1 f�1 cn GG7 io��� o c A `o m o zz m rq �mc�m -1 f cn _� o < 0 ° =3 mn (rn �x m x PO L0 z7 nx0 �n z Oz � 0 znm deb C>znmn n o ZD O rq LINCOLN OC ROADm N mI ^ Z � z ® o= � ~n > G )O O O� ( 0<COpp w ap O ARROWHEAD m m rBZ UC KWOOD r>>Z co Ul O � <0 .. � (1) DRVE -DRIVEm boo-<o nl 3 m m� �° O r z ccn 1 �..o� i C z z o N [ O • rn XdMd r Oz=m > M n O r A Z. jNOlI TI 8 �cnm; > Z V y 5 DATE OF 'TEST: JULY 16. 2009 I I A SOIL_ TEST LOG APROVEDWITNESSEDI BYVALUATOR: DDAVIDAVID SDTANOTON.. HEOALRTH DEPT. DESIGN C /A\ I C U L / \.T I O N S PERC NUMBER: 12635 DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD NO GROUNDWATER ENCOUNTERED SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS TEST PIT 1 PARENT MATERIAL: PROGLACIAL OUTWASH USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL PERC AT 68 to - 2 MIN/INCH IN C SOILS CONDITION. IF NOT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER DISTRIBUTION BOX: USE 3 OUTLET O-BOX. 62.25 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING SOIL ABSORBTION SYSTEM: A 24 Ft x 12.5 Ft x 2 ft LEACHING GALLERY CAN LEACH 0-4 Ap LOAMY SAND 10 YR 2/2 NONE FRIABLE Abot = ( 24 x 12.5 ) = 300 sf 4-36 B LOAMY SAND 10 YR 5/4 NONE FRIABLE Asdw = ( 24 24 12.5 12.5 ) x 2 = 146 sf 68.08 Atot = 446 sf 50.75 38-138 I C MED-COARSE SAND 1 10 YR 6/4 1 NONE ILOOSE Vt 0.Y4 x 446 = 330.04 GPD USE A 24 Ft. x 12.5 FL x 2 FL GALLERY. Vt = 330.04 GPD > 330 GPD REQUIRED TEST PIT 1 NO PARENT MATERIAL: ENCOUNTERED PROGLAC AL OUTWASH 2 MIN/INCH IN C SOILS OTHER ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL LEACHING GALLERY 1000 GALLON SEPTIC TAW (INCHES) HORIZON TEXTURE (MUNSELLI MOTTLING USE SHOREY PRECAST 500 GALLON NOT TO DIMENSIONS AND DETAIL NOT TO 62.35 LEACHING DRYWELL (H-10 LOADING) SCALE USE EXISTING H-10 UNIT SCALE 0-6 Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE 59.02 6-40 B LOAMY SAND 10 YR 5/4 NONE FRIABLE CONSTRUCTION DETAIL SEPTIC TANK IS TO BE PUMPED DRY AT TIME OF INSTALLATION AND IS TO 40-138 C MED-COARSE SAND 10 YR 6/4 NONE LOOSE DRYWELL UNIT STONE BE EXAMINED FOR STRUCTURAL 50.85 INTEGRITY, INSTALL NEW PVC OUTLET 24.0 Ft. TEE EQUIPPED WITH A GAS BAFFLE. m 1 In GROUNDWATER ADJUSTMENT DISTRIBUTION BOX 4- m TAPER Q LO EXISTING GROUNDWATER LEVEL DIMENSIONS AND DETAIL USE Sh10REY DB-3 H-20 N � m nj C BASED ON TOWN OF BARNSTABLE GIS DEPARTMENT RECORDS. OD 0 INDICATED GW 32.00 121n INDEX WELL A1W-230 SOCALE MIN 3.5 Ft 8.5 f t 8.5 Ft 5 �tLo ZONE D —► 24.0 f t READING DATE DUNE. 2009 O FROM —� 1� READING 22.9 C TANK ` TO �10 ADJUSTMENT 3.2 SAS k, ADJUSTED GW 35.2 p m 500 GALLON DRYWELL 6 6 rn A � 6 in STONE BASE DIMENSIONS AND DETAIL INLET OUTLET 1�ZI In CROSS SECTION VIEW USE H-10 UN COVER COVER 21% IT INSTALL ONE INSPECTION RISER TO WITHIN THREE 3 IN DROP INCHES OF FINAL GRADE —► 10l - FLOW LINE AND INDICATE LOCATION ON AS-BUILT PLAN FROM 10 1n 14 TO BUILDING In D-BOX NOTES 461n a LIQUID GAS LEVEL BAFFLE 0 33 1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. o0o Opp In 2) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM REPAIR AND CHECKED o00000000ao 0000 ........ FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE FITTED WITH GAS BAFFLE. o0000000ao �00 ,� CROSS SECTION VIEW 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REOUIREMENTS Gj0 OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. , • _ , ,. -�; _ CROSS SECTION VIEW 5) EXISTING LEACH PIT TO BE PUMPED. COLLAPSED. -AND FILLED OR REMOVED. F- 2 in PEASTONE 2 to PEASTONE SEWAGE DISPOSAL SYSTEM PLAN 61 ALL STONE TO BE DOUBLE WASHED AND FREE 4 OF I'R.O,N• 'FINES AND DUST IN PLACE. Z) ECO-TECH ENVIRONMENTAL RECOMMENDS THE::INSTAL(_LATION-OF LOW FLOW FIXTURES -TO SERVE EXISTING DWELLING AND APPLIANCES. AND BIANNUAL PUMPING OF"kT,H'E,tS,E!,PaTJ,t- TANK. 26 tea,., ro EFFECTIVE 4,, ro 26 ' 1 q -1/2 1n GPAVEL DEPTH 1-I/2 in GRAVEL 81 SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT In in ROBERT & PAULA VALENCIA PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM_-"—V- '": 46 In 58 in 46 In 213 BUCKW00D DRIVE HYANNIS. MA 9) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND-.:TRU,E-•TO GRADE ON "A••LEVEL ECO-TECH ENVIRONMENTAL STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH 150 in SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING. INSTALLER MAY SUBSTITUTE AN APPROVED GEOTEXTILE 10) SEPARATION OF TEES IN SEPTIC TANK SHALL BE NO LESS THAN LIQUID DEPTH. FABRIC IN PLACE OF THE 2 1n. PEASTONE LAYER SPECIFIED. 43 TRIANGLE CIRCLE SANDWICH.MA 02563 ETE-3189 I JULY 21. 2009 2/2 �