HomeMy WebLinkAbout0030 ROSARY LANE - Health (2) DNA,
P
5 v
t
Town of Barnstable P#
Department of Health,Safety,and Environmental Services
eve Public Health Division Date „7
367 Main Street,Hyannis MA 02601
s WtN4fAet$ _
KASL '
Date Scheduled ']l kq q& Time 9 30 Fee Pd. l00-w
Soil Suitability Assessment for Sewage Disposal
Performed By: 127= 'S U l,.Ll V A/J "PIE Witnessed By: � . t1 A,Q R 1►A Gt 70"
LQCATON & OEN RBI, FORMATION
; .
Location Address 30 2csc>, s `o`er ' i Oner'sName N\�k�7' Cov\e a
la7 o�hr�J Address
Assessor's Map/Parcel: 34� Engineer's Name
NEW CONSTRUCTION REPAIR Telephone# L/f-•3 3 y
Land Use '2 /o�t-c-m_so Lo 1 Slopes(D/o) _t-A-T Surface Stones V or�3 G
Distances from: Open Water Body A ft Possible Wet Area N A ft Drinking Water Well 1A A .ft
Drainage Way A ft Property Line 5 CE PLAAJ ft Other U A ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
N/F pONALO
DUMPSTER\
- '
'�—I FERKINS CONC.
WILL
Z
i� -sN
1, )9.64 �� -ST--rq
—GRAVEL j1�4�3
'LeecHING•CATCNI I �N
• GRIv6 OA.IN -LOW �'� NSW DUILDINL � '--�L ,f
vA`/EO i N eoINT �'�—�`® FORODNSTRUCTION (\ Iw Z
APRON' /' — _ —— lClf�}�.O /i COM PPN`/ TIMEER WeLL' t p
1� A 5Ec NOIM I
SECURITYW t3ELOIF
LIGNTING(TYP) �0;0
c�
Q Q' 19' I —JDUILDIN6 QI 11 ROOC RUNOFF(I INTO FRENCH DR? p 'N / NO WATER, Q. r TIP. TWO SIDEX m .7 "EAT OR o. l f ` MQ D_ INn FLOOR DRAINS ,n I LsgCNiN ► J`
—� .' _ .Oy SUB 0 Y Q CHA AI100�, R65eRVG :TIY 7 EL�SS.Z J d I NF: CLEAN
Z . SAND
T2 STORAGEa� ox14_z
�' 3142 Ea A.p iN 7v'0I'13"VV 213.9sA
N/F JONN RO SARIO
uND6LveLOPeO
v i�I.J AS to VIP%4 sU Depth to Bedrock 360 t
Parent material(geologic) P
Depth to Groundwater: Standing Water in Hole: NON t= Weeping from Pit Face O N E
Estimated Seasonal High Groundwater 'EL t-1 A P e(Lo K 11 I g C LQV..J E X 15'R k1 tic 6te A,O 8 '
« bTENATICi PDT SEAOA .HYGH'wATY2 TAT�E
Method Used: 4 o\tg ) e)r i3fw.It?`i 8LC3 MAP' o r e e d
Depth Observed standing in obs.hole: i o,i r_ in. Depth to soil mottles: 00 N C in.
Depth to weeping from side of obs.hole: ow in. Groundwater Adjustment a u or-- ft.
Index Well#ql Vic.( -Reading Date: Index Well level•,_ Adj.factor Adj.Groundwater Level
23p ---
... >:.PVa
ERCOLATIE)N pate :1 t9P�T�m g t p�
.
TE.6-T i ZSC ALL_0"S 1 ry t2rti SE C.
Observation t o*A �-I 5 E C-
Hole# 2 Z S'C,A t_L.o►,LS I rJ Time at 9"
Depth of Perc $a ` C3�T�k (-cO LG S Time at 6"
Start Pre-soak Time® l �r d Time(9"-6")
End Pre-soak
RateMin./inch I-I=S,S T�AA-r 1 Z VA%(J �3CI"♦;
Site Suitability Assessment: Site Passed ES Site Failed: 0 Additional Testing Needed(Y/N) Nto
Original: Public Health Division Observation Hole Data To Be Completed on Back
Copy: Applicant
_. _. ......._..................._.._.__._... ......................_............._._........:..................................................................._........_..
DEEP OBSERVATIQ1 TIOEE LOG Dole# (<
.
Depth from Soil Horizon Soil Texture Soil Color SoiI Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
%
O— W, 1 t� tr
<D ?.,—le,4
14'' - Z4'� L SRraq f3 Qo
24''-35" G 2 Co A-25E SANo
3; -44� C , yea C 1oY4 S/,6 f a
5 A ry 0
44 144" G Z � A$s°"' (01-42 ?/g Mo
ot)00 rLF,�
DEEP.:OBSERVATIOh..HOLELOG >" <: :H.al
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Conshtency.%Gravel)
C
s
_................_............ _......................................................................................................................................................................_....................
DEEP USER: ATION HOLE L.. `: Hple
.. .:.:.. .. :...
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
%
H3LELOG -Hu.]OE E H
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) I (Munsell) Mottling (Structure,Stones,Boulderes.
%
Flood Insurance Rate Map;
Above 500 year flood boundary No_ Yes
Within 500 year boundary No Yes
Within 100 year flood boundary No Yes
Depth of iraturally 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? V_
If not,what is the depth of naturally occurring pervious material?
t'ertification
I certify that on Q02t t_ 9$ (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.