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HomeMy WebLinkAbout0079 STONEY POINT ROAD - Health 76 STONEY POINT RD., BARNSTABLE A=336-091 LOT 3 �r a.,�,.. - ... -. — �.�.-� vY- ,�_"a i�'' � T„k;. Y.� '.. ��c+� .g' '4.p 4�.. *!"x'Fr ., '` r! �:kt ! rI Ix7:� � .•. � � � �' -" � ..�. ;. r � n Y a- + ,:`+..P a .,:nw ' v ,,��^ w •. I ° s"r k a��..i:'fir r h �'' � �' �. t � , `e i., o n � � �' t -� wr: �tid.� :�: �:� � ,%,` Aa ,.�; s ,� - v t ''c [5i� �.a`� n� c•r u � n''.' !S -„_ r�: "< :,.:;t' � s ,,.p T h -E�. , v:,. s .s �' j�" �•i.. �,�.' r!'J [�r a ,' , .a=:= a• .�. r :>r c er:.-, � ti •k o a -�� �,F�� n F �a ��irVT � �'� 1, .. x. ';..5 i ,..N�, :5 ! , r :' V ,'.Q '", tAi le .l 4 •.E G � "v' � ...,J) � ''�' a "T�� i' Y U r S " y f civ �!r �^.. •; ;� ;� .. •,, "�P _ 'k. � '�* n �+.> � tit',', n �'_ �;, n�' - 1 , , J, S , , y ! K , E _ ' F _y ,�•"- "d - '� ry 5 � .d v v .. '�_,,} 4"i • I A Y -.� r h #� _ i . w y r c a w • e �'' ." �"' - ,"- ram. v �' � w .., q� «f„ x • a ,..... -.. -„ .,..._ :ev=a-�� - a..-..—, ..-,! r.:x.-".�:.,�, ,.,, �.r.- .�., .,_. ..•rw�y. �.: �... �,�E _ _''meµ k. -'sn��. ..s3' .. y,cr - ,'� `'nu • , a,. < kw '$ r �¢ , " "I;"w ax�.. a f ':. a •i. •s � •• .b.i �� �'�^� .*J!~ ,.F `4S f �, .,P xx a 1y fl e� q < 5;•r. "'i¢' rS a 7J' _ "�e A ,I � � y�. @ 1', ry� : v. G a l� r, Sv ,�•' n• s.'.E .. [k". to p' t':,� .. }J I .,$ a 3 ry _G ar nv gp e „ .-„`I' `: .- � ...r � „, �•1 a:•� h ..._,, 4 �.,.2 �, a•: � 'ix a _�'k � �..� 'k a,c' � - .�' �,�, 'ktj C Town of Barnstable P# Department of Health,Safety,and Environmental Services Its Public Health Division Date 367 Main Street,I lyannis MA 02601 i eAxnerASM B t6 ` riine Fete Pd. zo O revrnut� Date Scheduled C; _�D _ �QL>� Soil Suitability Assessment for Sewage Disposal. � Witnessed By: Aigeg RlPerformedBy: ! � 43.04- . l~U A ON � GON RA; I a TxA r. Location Address Owner's Name Mcmg hpy/7 {Ut � s� U1 _'r Address Assessor's Map/Parcel: Engineers Name TCiiYI�fGt IJ�IgghllGLf�( �`�. NEW CONSTRUCTIONREPAIR Telephone It 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 lot;exact locations of test holes&perc tests,locate wetlands in proximity to holes) S �S aly� N s °� ,e �i&/7- Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water in I tole: Weeping from Pit Face_ Sk �' Estimated Seasonal High Groundwater �41T.� .i '✓ i.f'¢,L'J}*;yXA � ......::.:...U sed.::.,:r...:::......,....::...... ... ..... ....... ... ... :..:.. ..; ... ... .:.. ..... ....., ....... ., ....... ..........::. Method : Depth Observed standing in obs.hole: oO\0-11. in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# -Reading Date: Index Well level„_.___ Adj.factor Adj.Groundwater Level P +l�R.COI(��17C ON rf�+'S� Ju+e: T�tt _.....::::;:.:.........................................:.............:......... ........................................ ...................._..........................................:::;..... _. Observation �� Hole# Time at 9" Depth of Perc Time at 6" Start Pre-soak Time® ime(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 j Copy: Applicant A+ ;: >;>>«::;. E> FSE1ATIq�t HT�I;LOG Tool # . 511 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulderes. % L014ry' ►c�Y� 312- Boon �'=6Z'` z1 o�4m 2.S~ / l2uG So r►+S off' yl 5ui IP'FSuE� 2- lOZ e2 SICT L04M I p e 6 3 cuA2Ss �u r, ►" 1� :: DEEP OB8ERVMiUN SOLE LOG Hale# Depth from Soil Horizon Soil texture Soil Color Soil Other 51 Surface(in.) (IISDA) (Munsell) Mottling (Structure,Stones,Boulderes. e. ° 1 D_Yl 56-�jr)Y L104M 200T�> -<J'�rdDly t_,014M Y6011A)b )noses, 1-et�rxc CZ slta-�o ► A .� v>✓ev cv�►tcr 102 —136 G MGi�l.s wI 16 SlL'r CL6Y �o Cc�nP7?T BEJE ' — \ ' I�V L Depth from Soii Horizon Soil Texture Soii Color Soii Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. ® iGravel) tt �-Z I 13 +bY tir✓i 00" sra�►� ^mi►�c 24 - 1 C 51 LT C.0 i4rV1 , '� 2ockS, touvT r 16- fsy 3 meb,sm�1-J-) C ItTq��'y ,(5 �?EEP OBSERVATION (IEE LAG Hole «.: Depth from Soii Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. o Flood Insurance Rate Man: Above 500 year flood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary No_ Yes Deiith 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? ik3 Certification 'y I certify that on OV 3 (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 Ming,1pentse and experience described in 310 CMR 15.017. Signature `� Date } f'h BENNETT & O'REILLY, INC, 84 Underpass Road P 0 Box 1667 Brewster, MV 02631. , Sheet 1 of 2 PROJECT McMahon / stony Point Road �Sq�,�PLE-i�UF18ER_ #1 DATE December 7 , 1999 PROJECT McMahon / Stony Point Road SIEVE ANALYSIS SA14PLED BY Tanya Daineault DATA AND C014PUTATION SHEET WEIGHT OF SAtiPLE 204 . 5 gin TESTED BY David J . Walsh, E. I .T. . JOB NUMBER Sieve 0 enin s Weight Gumulative roject Milli- Sieve Retained Percent Percent Manual Inches meters Mesh in Grams Retained Finer Specifications 2 .0 10 21 . 1 10 .3 89 . 7 1 . 0 8 11 . 3 ( 32 ._4 ) 5. 5 ( 15 . 8 ) 84 .2 0 . 5 35 21 .4 ( 53 .8 ) 10 .4 ( 26 .2..) .73 .8 0.25 60 39 . 7 ( 93 . 5 ) 19 .4 ( 45 .6 ) 54 .4 0. 15 100 68 .4 ( 161 .9 ) 33 .4 ( 79 .0 ) 21 .0 0.075 200 14 . 2 ( 176 . 1 ) 6.9 ( 85 .9 ) 14 . 1 PAN 25 .8 ( 201 .9 ) 12 .6 ( 98 .5 ) - Passed Mesh Sieve TOTAL REMARKS: 1 .2W weight loss OK U.S. STANDARD SIEVE"NUMBER Ml MWIi�i ioi iiiiiiCi ii=iiiiliiismlmiiilllmlmiii llmmmiiiiilmmmiiiillmom I NONE ' Illi�■� 111 ���� loom- ■ �1111��� =11112.10 lmmmiiiillmmmiiiillmm llillmmm=lllllLlom .. . 11111111111 No iis■ iiilin�m— � �� i mmmiiiiilmm kv _� ii�i�iiEiinii 111111 ommil I Inum ME 1111 olmmillimmism liiiinmmmii looml mmmiiiiim mmiiiilommm liiiiisimiiilllmi I�111��■ S 1l1���■�1t111 ■ IINUNN Ilion 1 11I mmmm illllmwm llilloom lillonoLm I ism 110011 1 lommiiiilommm liiiinomm llilmmwmllli N liiiinsmiii ■ 1� BENNETT & O'REILLY, INC. 64 Underpass Road P 0 Box 1667 Brewster, MA ' 02631. , "Sheet i of 2 PROJECT McMahon / Stony Point Road 2 � DATE December 7 , 1999 . PROJECT McMahon/Stony Point. Road SIEVE ANALYSIS SA14PLED SY Tanya Da ineaul t DATA AND COMPUTATION SHEET IJEIGHT OF SAMPLE 226 .4 TESTED BY David J . Walsh, E. T .T. JOB NUMBER Sieve 0 enin s iWeight Cumulative Project Milli- Sieve Retained Percent Percent Manual Inches meters Mesh in Grams Retained Finer Specifications 'r 2 .0 10 35_ 6 15 . 7 84 . 3 1.0 18 17 . 5 ( 53 . 1 ) 7 .7 ( 23 . 4 ) 76 .6 s 0 .5 35 34 .2 ( 87 .3 ) 15 . 1 ( 38 . 5 ) 61 . 5 0.25 60 48 . 5( 135 .8.) 21 .4 ( 59 .9 ) 40 . 1 0. 15 100 47 , T( 183 . 1 ) 20 .8 ( 80 . 7 ) 19 . 3 0.075 200 38 . 5( 221 .6 ) 17 .0 ( 97 . 7 ) 2 .3 PAN 4 . 1( 225 .7 ) 1 . 8 ( 99 . 5 ) - Passed Mesh Sieve TOTAL. RF3r pM: 0.3.0 weight loss less than 2% OK films MMI Is MEMO I mom Is If INN 011111 MEN Is MMI IN HE 0 Ills NUNN 1110 IN 11,111 INN ME MEN No11 U.S. SlANOATF71D SIEVE-pjjjpf_8-Ea 'iiME 111111110111 ism III' Is