HomeMy WebLinkAbout0149 LAKEVIEW DRIVE - Health (3) I �'� LakC U j 2v4" O(i�4P, ,
Tuiv11 of Barnstable
Department of Ilealtll,Safety, and Clivii•onmenlal Sel•viccs
Public Health Division ua(e /7 9�
167(`lain Slrccl,I lynnnis MA 02601
nAlwstAnt,F ,
MASS.
94'°rinMn�"�0 Date Scheduled (CG(J /7� Tillie
Soil Suitability Assessinellf for Selvage Disposal
Performed Ily:_-i;A1f-1 Wilncsscd I)y: _,PQAN4_Alle, AOI
LOC�1TIoN & G NEIZAL' MITT AIATION
I,ocnlion Address t�KIU� ner's Name
CAT /VO, .3 G�9k�11���
Address X, -57 it/;
Assessor's Nlnp/Parcel: 101gp: �/g Pik . SB FligilleWs Name �•�Oyl� �DG
NIiW CONS I ROCf[ON RGI All( G
I�cicilhonc f! JU'e `sz //?¢-
band Use V ��� ���SrCw Slo,cs "/�
---� I t )_ �d 6 p Surface Stones /��_ 4;J.S�'�✓��
Distances from: Open 111n1er(Judy j D II Possible WO Arcs �d It Drinking Ny11er%fell 200 it
Drailloge Way /�Q It I'topclly Line. �� it ()ihc, Il
SIB E CI I: (Street mane,dimensions of lot,exact locn(imis orics(holes&, Imc tests,locale(1c1I1n(ls III proxi,tlily IO ljoIcs)
4-6
y.' .J
351
Lo T NO• .3
• ,,. (6 6 Sly= `c�ti ,
170 '
L..4 It E 1//
Parent material(geologic) (Mk5'6:_ ,j AO Dcplh to Bedrock /V
Depth to Groundwalec Standing Water in hole:/VoT C;/��d Weeping front Pit fact
Estimated Scasonal I ligh Groundwater,
f
�) t'C� IYZXNEI t1C�N x+:Cj�t S ASONAL
Method used.
Depth Observed slnndiog Ill obs,hole: Ill. Depth to Soil Il,(1IIIcs: III.
Depth to weeping from side orobs.hole: (in)un(hvnler Adjustment
_._►h,dcx Well N RrndinR talc:_ Index(Veil level _ Arli.factor Adj.(iunnul(vnlcr I,cvcl
Z'I✓ZZ+�C/L!t X'XaN It81' I>nlc 8 /7 -rime //19,,v
Observnlion 714��
Ilole If
UeplhofPerc 39 '—SL" 36 _s¢y Inca
). .,
Star(Pre-soak Time @ /1;33,/3 Time(9"-G")06 39`1 6;oG '
EndPrc-soak A'/�%�¢, I/.'49,'/-3 -
Rite Min./Inch 2; 13 ZiD---
Site Suitability Assessment: Site Pnsscd I/ Site Pniled: Additionnl Tuti6e Nccdcd(Y/N)
Original: Public I►enith Division Observation IIoIe Drill To He Comple(ed on 1)aCl( j
Copy: Applicant
E1tVA`>t IO1V 14OLE LCI
Depth from Soil l lorizon Soil Texture Soil Color Soil 011er
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,bouldcres.
D— S. '� .5W41 Y Ld.9M /g ••7.�Y ¢ Consistency,°°Gravel)
2OZ-,rs
�'- 2 a G0.4In C3 /OxPOOr
IV Y, S19//116
s :
nEEP t�j3SE VAT10N i ISLE )L, Bole 7=2
Depth from Soil Elonzon Soil Texture Soil Color Soil lher
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency, ravel
/b"-is" 13 16Y u ,--
40'-/3 2" M 66 4' -A4 C71 PYR41-5
' ()T� En A 'IOIY HO1 E 0. Hole#:..
Depth from Soil Ilatizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Slruclurc,Stories,Boulderes.
Consistency.% ravel
DEEP OJSERVATIOI'V HOI;E LOG Hv1e#
Depth I`rom Soil Horizon Soil Texture Soil Color Soil Olhcr
Surface(in:) (USDA). (Munsell) Mottling (Slruclurc,Stones,lloulderes.
n ' tei c rave
i
Mood Insurance Rate Maw
Above 500 year flood boundary_ No_ Yes
Within 500 year boundsry`Rz'"• 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? Y&J
If not, what is the depth of naturally occurring pervious material?
Certification
T'certify that on �.�5� (date)1 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 —��9/