HomeMy WebLinkAbout0150 SEVENTH AVENUE (HYANNIS) - Health 150 SEVENTH AVENUE r f'
Hyannis
1\
ti
i
ki
i
,n
Town of Barnstable P#
Department of Regulatory Services
Public Health Division
• SSA sion Date (J
]NA83
�p rt;g. �� 200 Main Street,Hyannis MA 02601
tFb Mky A
✓
Date Scheduled— ® Ti Ome Fee I'd.
Soil Suitability Ass ssmentfor Se is salO� �
Performed By: ` Lu
Witnessed By:
LOCATION & GENERAL ZNr®RMAT N
L.ocation Address 1� Owner's Name
_ Address
Assessor's Map/Parcel: �) n �' Engineer's Name�t_u d
NEW CONSTRUCTION t REPAIR Telephone tk Gob -367
Land Use Slopes(%) Surface Stones -
Distances from: Open Water Body ft Possiblc Wet Area ft Drinking Water Well Jr
Drainage Way ft Property Line ft Other ft
SIMTCH,(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
—Ak
Parent material(geologic) Depth to Bedrock
i
Depth to Groundwater. Standing Water in Hole: Weeping from Pit Fnee
P�
Estimated Seasonal High Groundwater �
I J
DETE RNUNATION FOR SEASONAL'HIGH WATER TABLE,
Method Used:
Depth Observed standing in obc itnle
Depth to weeping from side of obs.hole: An, Groundwater Adju>;tment ft.
Index Well# Reading Date: Index Well levci Adj,nctor At(;,Owundwtiter Level
J
PEIRCgOLATT®N TESTDate- Time_,_,v
Observation {�
DEL,P.0I3Sl;IZVA 'ION ROLE LOG Hole IF
Depth firm Soil Horizon Soil'rcxlure Soil Color Soil Other
Surface(in.) (USDA) (Mansell) Mottling (Structure;Stones;Boulders.
. _ ors_ isfcncy.�,'GravcQ__
V ID 123h
tle Z --
Co > Ir
YD]EEP pim,IZVA hON HOLE LOG Dole#
Depth from Soil horizon Soil Texture Soil Color Soil. , .Other
Surface(in.) (USDA) (Munsell) Molding (Structure,Stones,Moulders.
Col—lSWCrey Te Gravel)
DEE,P OBSERVATION HOLE LOG I1010 4F
Depth from Soil horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Muuscll) Mottling (Structure,Stones,Moulders.
Cowlistclicy.%G dyrl)
DE Ep OBS t IZVATiON.[TOLL( LOG: Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Moulders,
t _rCons'§ton % CRYPI)_��._
un Uunuwu er Aujustruent I[.
Index�.vell( Reading Date: Index Welt level Add.Ihrtor, AtI,G'OutidwaterLevel _
PERCOLATION TE ST Daip_ 'rinte
Observation 4 )
Hole# Tinto at 9"
Depth of Pere Tltne at 6"
Start Pre-soak Time @ t Time(9"-G")
2
End Pre-soak
Kate Min.fluch � 7
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN)
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted`vitlflu 100' of wetland,you must first notify the.
Barnstable Conservation]Division at least one(1) week prior to beghmiug.
Q:\SEIINC\PERCFORM.DOC
'stap!nog'sauots'a_intottgS) gulPloW (1psunW) Nam) (nt)aoe�ns
aa4t0 I!os Jo1oD ltoS atnlxal•pos uozuoH.Itos wok ipdaQ
I
Ianel , uatsisuo
stapptoQ'sauolS'atntanz)s) gulploW QpsunW) Nam) (-ut)aaepnS
.tay10 1105 aoloD ilos aitqxa1;Pus uozuoH Ilos Mo
t}ytda(j
# D®rI TIOH NOILLYANUSU®JaHU
n
4(nJr tl
-[jan21J o� aualstsuo `
_slapinog'59uols'atig3n117s) gutlrtoW QlasunW) Nam) (uI)a0e3trts
ta1110 p �r I!og t�Jo10'J UPS
�rg �g AaiT�yxaygttwoS `gry uoz{�uoHg 1!I)S mojj iltdaa
#�lo� wf®1 U OH.l'4l®�.�.H�V AdAu S90 jai am
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ('
Cot�lq[eacy,�rnVG1)�
DEEP OBSE RVATION HOLE LOG Hole It
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders.
y
Flood Insurance Rate Map_
Above 500 year flood boundary No j�—/ Yes . __ _
Within 500 year boundary No_ Yes.
Within 100 year flood boundary No_ Yes
Depth of Nahurally Occurring Pervious Material
Does at least four feet of naturally occurring perv.o
i aterial exist in all nrcns observed throUghoUt the
area proposed for the soil absorption systern'?
If not,what is the depth of naturally occurring pervious rnaUel'ial?
Cee�tilictntion '
I certify that on (date)I have passed the soil evaluator examination approved vy the
Department of Enviro mental Protection and that the above analysis was perfo med by me consistent with
the required training,exile Use.1 d e perience described in 10 CMR 15.017.
Signature _ Date d�
Q:\s.PI1rlC\PFRCP0RM.D0C
F16 �•. 1-
down cape engineering, inc. SIEVE SOILS ANALYSIS 150 SEVENTH AVE HYANNIS, MA
DATE OF REPORT: 11/24/14
JOB : GRAIN SIZE ANALYSIS-SIEVE TEST
SITE: 150 SEVENTH AVENUE HYANNIS, MA
LOCATION: Dave Masora TEST HOLE
SIEVE ANALYSIS Weight Sample(Grams): 232.1
SIZE :WEIGHT RETAINED % RETAINED i % PASSED
(sum )
--------------:..................................................... --------------------.......................................
111 0.0i 0.0%i 100.0%
--------------i......................................................>---------------------;-----------------
3/411 i 0.0i 0.0%i 100.0%
--------------...................................................... ----------------------------------------
1/2" 0.01: 0.0%6 100.0%
--------------......................................................
3/8" 0.0i 0..0%i 100.0%
--------------.......................................................----------------------------------------
#4 0.01 0.0%i 100.0%
--------------......................................................>---------------------,.....................................
#1-0 15.3 6.6%:: 93.4%
--------------......................................................----------------------......................................
#20 50.4i 21.7%i 78.3%
--------------i......................................................}---------------------1.....................................
#40 136.4 58.8%i 41.2%
-------------- .....................................................---------------------,.....................................
#50 187.5: 80.8%i 19.2%
-------------......................................................>---------------------.....................................
#80 215.1 i 92.7%i 7.3%
-------------'............ .......................................---------------------......................................
#100 220.Oi 94.8%i 5.2%
#200 228.0i 98.2%i 1.8%
--------------....................................................------------------------------------------
PAN- 229.5i 100.0%:: 0.0%
-------------- --------------------------•--------------------- ------------------
SAMPLE: 232.1
NOTE:TEST ON PASSING#4 ONLY, 4.8% RETAINED ON#4<45% O.K.
RESULTS:
SOIL CLASSIFIED AS AASHTO A-1-b (GRAVEL AND SAND) (UNCOMPACTED)
PERCENTAGE OF MATERIAL PASSING#4 SIEVE :
#4 100% (TEST ONLY MATERIAL PASSING#4) OK
#5010%°-100% OK
#100 0%-20% OK
#200 0%-5% OK
SAMPLE MEETS TITLE 5 FILL SPECIFICATION
>98%SAND
RESULTS: PERMEABLE MATERIAL-CLASS 1 <2 MINAN. MATERIAL O
NONCOMPACTED ass9e
SOIL DESCRIPTION: MEDIUM SAND ° DANfELA, tiU.
o OJALA
11 On
No.4-5 r
FSS�ONAL E�G '