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HomeMy WebLinkAbout0370 CARRIAGE ROAD - Health 370 CARRIAGE ROAD Osterville A = 070 — 022 r tr r� Town of Barnstable P# Department of Health,Safety,and Environmental Services �I Public Health Division Date Au60S l9c)c�) 367 Main Street,Hyannis MA 02601 3 eARNEMABM I euas � rEo�"� Date Scheduled A06 US a ZC> \99 9 Time ld Fee Pd. dp \t o Soil Suitability Assessment for Sewage Disposal Performed By:1G0L.t_\VA►-a 1=1 6'[0, ECQ1 CpIktGWitnessedBy: I� ( 1012Ai�( �.I LCATIO�1 &GEN RAC.INFORMATION . C, Location Address LnT 3 C Ptt22.1.A6 E Owner's Name iLt,>✓l a-1b-1--e �1A-Q.e, Q.S Address g\-( FA(LtVtS S540 tMI Lt (�-- U 9PO2.v%Ut_Q ,CIA ZZ 1-7 6 Assessor's Map/Parcel: 7C 2 Z Engineer's Name ?E7C_2 NEW CONSTRUCTION �nli _ REPAIR Telephone# •-qZ S- ��I Land Use ?:oa�Ct7 P-i45k flC@41AL Slopes(%) 3`8`/ Surface Stones VIC,►-,1E, ' r t .r• 11(( Distances from: Open Water Body ft Possible Wet Area Z� ft Drinking Water Well N o It r Drainage Way MA ft Property Line ' Z0 ± ft Other ft - SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) ` 111 1• gll'S rt Ce .off - t� 1.\I\1\ r 11 1 -G ^ 382.3 . 2CO I 1 .��14 040 N Cr 0 Iu � ♦ •w / f 00 w f \� ti.0h Ct •• Lt/ Parent material(geologic) V_V\V AS�_k 7LA ir.l Depth to Bedrock 7 FL Z 1 Depth to Groundwater: Standing Water in Hole: k�/A Weeping from Pit Face 1 J ZA Estimated Seasonal High Groundwater F.1.- Z/3 �V D T NATIO lri F.0 S ASONAt, G T'�?yATE ' ' T .<>`.:>:: :< > ............. .. .....:­ .... .:: ...... :...:....... :... .::::::...:..: ..::.:: : _ ..... _ Method Used: t9S6S Depth Observed standing in obs.hole: NO ro G in. Depth to soil mottles: l IC)A,.l y in. Depth to weeping from side of obs.hole: IUD rQ G in. Groundwater Adjustment It. .-index Well# _ 'Reading Dade:_- _ Index Well level- Adj.factor. Adj.Groundwater Level -- -- ...... PERC(�LATI+(7�;N TEST' Observation Hole# I Time at 9" Depth of Pere ©r r Time at 6" Start Pre-soak Time 9�• ( l ©� L5G .o► �STime(9"-6") End Pre-soak ' 3o bS - Rate Min./inch Lcs'S /� ZV�41 0.JIC.I•-11 Site Suitability Assessment: Site Passed Site Failed:_ t11D Additional Testing Needed(Y/N) 11O Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant .... DEEP bBSERVATIOl�T III�LE LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. at �tr � C9�.GA,..�.lC.$ 5Ye2�2 D — Consistency.%Gravel) CCAe.Se A KIC !2, 18 t21 �,q►v,p Io�((Z ��(0 1LoXxr, C, WA-V C— .......... .... ... ........... ........- DEEP OBSERVATIQN HOLE LOG ................. Hole ...... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. ° r 2- O CD- CZaesE 1g0k1Z DEEP:OBSERVATION HbT�E�,OGIoe# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. o i ° Gravel) .. DE.EV OB..SERVATION:H0 E L4G Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.° Gravel) Flood Insurance Rate Map- Above 500 year flood boundary No_ Yes Within 500 year boundary No— Yes A 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? $iS If not,what is the depth of naturally occurring pervious material? Certification I certify that on Afe-t L 95 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date 10/Z. 9 L PERC TESTS DONE BY PETER SULLIVAN 8/19/1999 and 9/15/1999 Addresses > changed names. A/0 Year2014 Perc# Original M/P Original Address New M/P New Address 9502 070-009-001 Indian Trail, Ost 070-009-006 30 Indian Trail, Ost 9503 070-009-006 30 Indian Trail, Ost 071-024 -0- Pheasant Path,Ost 9504 070-017-001 68 Indian Trail, Ost 071-024 -0- Pheasant Path,Ost 9505 070-017-004 88 Indian Trail, Ost 071-024 -0- Pheasant Path,Ost 9506 071-024 15 Pheasant Path, Ost 071-024 -0- Pheasant Path,Ost 9507 070-017-005 275 Carriage Road, Ost 071-024 -0- Pheasant Path,Ost 9508 071-025 247 Carriage Road, Ost 071-024 -0- Pheasant Path,Ost 9509 070-022 Lot#3 Carriage Rd, Ost (same) 370 Carriage Rd, Ost 9510 070-017-003 350 Carriage Road, Ost 071-024 -0- Pheasant Path,Ost 9511 070-017-006 299 Carriage Road, Ost 071-024 -0- Pheasant Path,Ost t I Town of Barnstable P# 9 5 O e) Department of Health,Safety,and Environmental Services R Publie'Health Division Date , AUGoS S 13, 15�� Q° 367 Main Street,Hyannis MA 02601 aUMareal8, ALM - rfe " Date Scheduled A06 V`J 20, 19(9 9 Time 14 Rv�l Fee Pd. t�q �a Soil Suitability Assessment for Sewage Disposal Performed By: V LL\V 4 FZ-I-AGt 0 EE—el x4G1xtC Witnessed By:- '' I 10 12A r- (V L...0CWT�O�:& E RA .i l OR1VXATTON;. Location Address Lb�3 �ttZ2a/�6 E p Owner's Name �170 4-t� 6o2 Coy- cps-f 1-aatV1s S5gD Mt S Address U P PE2V I t-L Q )VA, . ZZ 17.4, Assessor's Map/Parcel: ?t] 2 Z Engineer's Name ?err-L S U L-C_%%J.0C :)l NEW CONSTRUCTION REPAIR Telephone!1 � Land Use Q5- t 0 EtV_11/4L Slopes(%) 3-$`/o Surface Stones VA d�-D Ey Distances from: Open Water Body ft Possible Wet Area It Drinking Water Well N D ft Drainage Way M A ft Property Line ZO 3' ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) \ iti• IN . t 1 C CO I�1 ,G 302�* Z ,4,_� t'l•, $ .) •:u•,t•,r rye +.. F� ca �/ •^ z N Z Cr u ° w � t ;e .- co W `F 3 Parent material(geologic) 01-11J AS I.1 C t-A IM Depth to Bedrock Sec., i7tE C I Depth to Groundwater: Standing Water in Hole: "/Q Weeping from Pit Face u Estimated Seasonal High Groundwater E L Z/3 (V 0 ::. N.T. '.ta..t....S...A. S....O...N. .A�,. ..V T.......... G ...... A . .....<..>.... Method Used: r,56S Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: IUo°\c- in. -Groundwater Adjustment ft. .-Index Well N__ _ -Reading Date: Index Well level Adj.factor Adj.Groundwater Level 0A.tom 29 - - - .:. TESTMite::. Timc: : .< Observation Hole# Time at 9" Depth of Perc 2-tI� Time,at 6" Start Pre-soak Time® 9 ' �� I Time(9"-6") End Pre-soak ✓ ' l G` c) VV, S CX->rpr, RateMin./inch l-c5S lliAkA i"cl-I► Site Suitability Assessment: Site Passed Site Failed:_ Additional Testing Needed(Y/N) 11 D Original: Public Health Division Observation Hole Data To Be Completed on Back-� Copy Applicant ...................... ..... .:.:. . DEEP OB$ HVITIOTOL Y.,QC. : :: `'':>`:::. 'I :ole . ........... .......:.......:..::..... ...._:..:.:.::.:..:... Depth from Soil Horizon Soil Texture Soil Color-:! Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes: u n De. O ©126fatv.lG$ J`YQ2�2. O 101e4lz =—l8 COAasc tOy V—f4/ Val c, Az G DEEP OBSERVATION:HUGE LOG Hole# . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 2- o- e> toY e-9 Z ,- z3 C. �cA $/41ooU�f�- N DEED OBERVA' 'IUNO)t.E Y.OG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA). (Munsell) Mottling (Structure,Stones,Boulderes. ;> DEEP:OBSERVATIOl�I HOLE LOG Hoh# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % Flood Insurance Rate Man: 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 perry pus material exist in all areas observed throughout the area proposed for the soil absorption system? I E-5 If not,what is the depth of naturally occurring pervious material? Certification 4LiL95 Icertifythaton (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 310 CMR 15.017. Signature Date Holz �9