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HomeMy WebLinkAbout0117 CARRIAGE ROAD - Health 117 Carriage:Road-�"'r'h e"rPF A= 071-01.1;OW. 3p P�'�R �-►�k AM Osterville Town of Barnstable Geographic Information System S � November 6,2008 Y 071011008�y #155 l 071015001 _ #160 0710110077t 071011004 #168 - #201 071015 071011006 #177 3 Y %071Y011005 �y \ �- � 071006 - k E #222 " \. 071016 $r1 071021002 #213 , 071005001 071021001 #244 #37 071024 a 0 35 Feet #5022 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:071 Parcel:011006 N boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel Owner:MORRISSEY,ROBERT J TR Total Assessed Value:$1057800 1"=100'may not meat established map accuracy standards. The parcel lines on this map are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:%UNIS,WALTER M Acreage:1.00 acres Abutters k'd-� E. boundaries and do not represent accurate relationships to physical features on the map Location:177 CARRIAGE ROAD such as building locations. Buffer Town of Barnstable TV . Department of Regulatory Services wwaresta, i Public Health Division Date 16 q. �+� _ 200 Main Street,Hyannis MA 02601 IA2Date Scheduled Time Fee Pd. Soil Suitability Assessment for Se age Disposal Performed By:JV 11\%Xn� rcn!' ^fie Witnessed By: �( L La:CATY r wNtRAL INFORMATIO Location Address jQ"P1�a54rr� Owner's Name Qo>ar� lvbrr�S�-j T� vale , VY* (to rwnnxT t v4(hr Address 2 �C nh� q� Pk• V Assessor's Map/Parcel: 0 7 1 '0 f' R®fO Engineer's Name NEW CONSTRUCTION ✓ REPAIR Telephone# S09 -4Z$^3�y Land Use A\\ ,\I. Slopes(%) C'N—S�4 Surface Stones t .A, _ �ir- Distances from Open Water Body .S fR Possible Wet Area ,�ft 'Drinking Water Well 5�0 ft Drainage Way A Property Line �� ._ ft Other IV SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) = 071011008 930 071011005 #226 ' s AV � �SpNt QA�N PN Parent material(geologic) Depth to Bedrock S� Depth to Groundwater: Standing Water in Hole: I�N� Weeping from Fit Faca,® ... ..r Estimated Seasonal High Groundwater 11j,S CQL Z►S �cr''' 6 tJ• m-P bETOWMAR N FOR Method Used: NO-C. - SaE RZA Depth Observed standing in obs.hole: in. Depth to soil mottles. in. Depth to weeping from side of obs.hole: In. Groundwater Adjustment ft. r Index Well# Reading Date: Index Well level Adj.factor Adj,Groundwater Level pEHCOLA' 16.K.EST Observation Time at 9" _ Hole# "�— Depth of Perc y 1 Time at 6" _. Start Pre-soak Time @ (a CA Time(9"•6") t� End Pre-soak S A.% Rate MinJinch. 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:\SEPTICIPERCFORM.DOC I DEEP OBSERVATION HOLE LOG Dole#_ [Depth from Soil Horiwn Soil Texture Soil Color Soil Other face(in.) (USDA) (Munsell)_ Mottling (Structure,Stones,Boulders. ('"'Z` Consis nc O v O o R� (418 t_Qa loy2 3 Q-tzo s Y DEEP 0A8..ERVAT ( KAM.LOG H619#-_? Depth from Soil Horizon Soil Texture Soil Color Soil . Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. � O onsistenc el -Qu ld > P'4IIsERVATION HOLE',L #;: _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA (Munsell) Mottling (Structure,Stones,Boulders. © Consistency. Gravel) tJ^ -Wq u- 1•-tzo�� � IIEEP OIISERVATION HOLE:LOG H616# Depth from Soil Horizon Soil Texture Soil Color 3ot1 Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Ston08,Boulders. on .s A CI �1 -14 �v Flood Insurance Rate Mau: Above 500 year flood boundary . No_ Yes✓' Within 500 year boundary No f Yes Within 100 year flood boundary No— Yes Depth of Naturally Occurrint=_Pervious Materlal Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? 'E5 L If not,what is the depth of naturally occurring pervious material? , t • Certification I certify that on 6 (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 6'1 7 va Q:\SEPTICIPERCFORM.DOC I