HomeMy WebLinkAbout0016 BAYBERRY PLACE HEALTH DOCS 16-Bayberry Place
Barnstable
A= 335 - 076
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COASTAL
ENGINEERING
COMPANY, INC. . TRANSMITTAL
260 Cranberry Highway,Orleans,MA 02653
508.255.6511 ■ Fax 508.255.6700 ■ coastalengineeringcompany.com
To: Town of Barnstable Date: 02-21-14 Project No. C15320.00
Public Health Division
367 Main Street Via: ®1st Class Mail ❑Pick up ❑Delivery ❑Fed Ex
Hyannis, MA 02601 Phone: 508-862-4735
Fax:
Subject: Lot 15
Bayberry Place
Cummaquid, MA
❑ Plans ❑ Copy of Letter ❑ Specifications Other
We are sending the following items:
Copies Date No.. Description
1 11-28-2000 Perk#9878 Soil Suitability Assessment for Sewage Disposal
p
These are transmitted as checked below:
❑for approval ®for your use ❑as requested ❑for review&comment ❑
Remarks:
It was brought to our attention that your offices were unable to locate a copy of the attached. Kindly adds
this to your files. Thank you'very much!
By: Virginia S.Warren
4 Administration
NOTE: IF ENCLOSURES ARE NOT AS NOTED, PLEASE CONTACT US AT (508) 255-6511.
A - --
Town of Barnstable
i Department of Health,Safety,and Environmental Services TZ
�IME Public Health Division Date
/ 7
Q 367 Main Street,Hyannis MA 02601 n
• IARNBBABLF,
11639.
°�EnMn+• Date Scheduled 0 t�Dt� Time Ff~e Pd. (/
oil Suitability Assessment for Sewa g'e s osal'r �:. ry t' ;
i " . ` (` c `` _ p _..
Performed By: Jd�ty lJl JG�1������t Witnessed By: ��
r 3 o 2000
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ht1ATION & C�UNE12��IIYF�RM�#I' .. >;' �.<- ::: _........
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Location Address ' / j /n n
I G•�J'Cl� wner'sName�p�l. 1 i f (G
�+ , ]W1 Q , 1�zo 32 u� SST --
l.w!r m U 1J Address -••__
. W pSN la 11LTon1 t 1N�R. Zoo 07
Assessor's Map/Parcef: �� Engineer's Name ��—�p`
NEW CONSTRUCTION.' X REPAIR, Telephone#'
Land Use m� + Slopes(%) 3 "ice`' Surface Stones
Distances from:. Open Water Body ft` Possible Wet Area` h(J '' ft -Drinking Water Well 1400
' Drainage Way ft.A Property Line — ft', Other R `
SKETCH:(Street name,dimensions of lot,exact locations of`test holes&verc tests,locate wetlands in proximity to holes)
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Parent material(geologiclu— Depth to Bedrock 2 Jd
Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face -V.!k a:
Estimated Seasonal High Groundwater
DT1tMTNATTQN T'OYt SASON°AT� OT'UVA12 TATi , >:>:T
�a .........
Method Used. . •........:.........
Depth Observed standing in obs.hole: in. Depth to soil mottles:
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well# _t'J//,. .Reading Date:.___._ Index ell level ,._._ Adj.factor__,_ Adj.Groundwater Level
_..
PERCQLAT�OlY TL�ST I1ate 0 Ttme pl
Observation ` 21
Hole# 1 Time at 9" /C�' 9d
LL Depth of Perc a Time at 6"
Start Pre-soak Time @ 0O Time(9"-6") _
End Pre-soak 1 :00
Rate Min./Inch (O —
Site Suitability Assessment: Site Passed IV q Site Failed: l�� Additional Testing Needed(Y/N)
Original: Public health Division Observation..Hole Data.To Be Co
r.
pEEr bBTI �ATICIN Yt.E LpC Yo1e#
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Depth from Soil Horizon #..Soil Texture !t Soil Color r.:'x Soil Other
Surface(in.) i (USDA)�;;,,;,, ,, r (Munsell);',k Mottling (Structure,Stones,Boulderes',.;
Consffistenc o `.;.
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DEEP QBSERVATIQN HOLED Ial # �
Depth from s Soil Horizon Soi!Texture Soil Color Soil Other ,
t Surface1(ih.)'"'4 1 V�r.+ . (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.j
Conqistency.
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1ritil,i. S,ANfJ
o8 lqy`' GS S LpYY\, ( L Oj 1519
DEPSI�RVATTON ICtiY,E Y,O(Y:< :>>
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Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(inJ (USDA) (Munsell)' Mottling (Structure,Stones,Boulderes.
Consistengy,° Gravel)
DEEP OBSERVATION HOLE LOB HQX�
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Qnsistency.°
Flood Insurance Rate Maw
t
Above 500 year flood boundary,,;No_ Yes x
Within 500 year'boundary No X Yes
Within 100 year flood boundary No X Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervi us material exist in all areas observed throughout the
area proposed for the soil absorption system? I�-i�
Il
.If not,what is the depth of naturally occurring pervious material? Z�
Certification
I certify that on `7' 1 (date)I have assed the s ev�sw
examination approved by the
a.�r,,,.en.>xof Env'.on tal_Protection an at e` anaas erformed b me'consistent with
P Y
COASTAL ENGINEERING CO., INC. RECEIVED nsmittal
260 Cranberry Highway, Route 6A
Orleans, MA 02653 MAR 0 2 2001 _
Phone: 508-255-6611
FAX: 508-255-6700 TOWN OF BARNSTABLE #
HEALTH DEPT..
To: Barnstable Board of Health Date: 03-01-01 Project No. C15320
367 Main Street VIA ®First Class Mail ❑Pick up ❑Delivery ❑Fed Ex
Hyannis, MA 02601 . Fax
Subject: Paul Deveney No.of pages to follow:
Lot 15, Bayberry Place
Cummaquid
Barnstable, MA3� G �
v � 35 bl�
❑ Plans ❑ Copy of Letter ❑ Specifications ® Other Photocopy of Report
We are sending the following items:
Copies Date No. Description
1 11-28-00 Soil Suitability Assessment for Sewage Disposal: Original Signature of Registered Sanitarian
These are transmitted as checked below:
❑FOR APPROVAL ❑FOR YOUR USE '®AS REQUESTED []FOR REVIEW&COMMENT ❑
Remarks:
Copy to: By: John G. Schnaible, RS
JGS/emm
NOTE: IF ENCLOSURES ARE NOT AS NOTED, PLEASE CONTACT US AT (508) 255-6511.
;. i
Town of Barnstable r� 90
�h
Department of Health,Safety,and Environmental Services
Public Health Division ,Date r
4n 367 Main Street,Hyannis MA 02601 u
• BARNBI'ABrY, I .
1639. `
'OfEn�,r�� Date Scheduled 0 Time Pee Pd.
Suitability Assessment for Sewage ,,•ispool"
PerformedB �ot�� �• JG+1���a��• �� (
Y• ..Witnessed By:_ Nf1� 1T
3 0 2000
Location Address �^ awrier �t
✓l� (� ��Y-��CA`-] (, 'sName pUL 1/�Vt.NG� - ' -l.;�i((,C,.��;"'..
l✓�!t � m �v�.1J. Address Wps41 lrl l��onl't�(�. ?00 D�J
Assessor's Map/Paicel: 1 ',�p Erigineer's Name
NEW CONSTRUCTION REPAIR TelephoneN. ZC,,, .(0,'t�
G �1 ��� Slopes %
Land Use L p ( ) 3 "/a Surface Stones �
Distances from: Open Water Body �D (I Possible Wet Area lod+ R`' Drinking Water Well Zi)O+ R t
Drainage Way ZOd.+ R Property Line R Other R
'SICETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) '
i1
49.2 '
_ 2a , �)3� l I I � I _ •
MAP 335
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# 16
4og� - - -_
Parent material(geologic)m VI l�t1A Depth to Bedrockdd —h
Depth to Groundwater: Standing Water in Hole: Weeping from Pit Pace
Estimated Seasonal High Groundwater Vomit I �0 �U �{ -W L
TEYt1VH C IV +b SEA OrIA ; 1)t T'UVA ' <TA T� :< .......
.. ... :... ........................... ..:...::;;:::::..:.:::::::.::.::::::::::::... . .;::<.....
Method Used: � ��V ��
Depth Observed standing in obs.hole: in. Depth to soil mottles: in.
Depth to weeping from side of obs.hole: ��in. Groundwater Adjustment
Index Well N _(<,��A. Rending Date:._ _ Index ell level .._._ _ Arll:factor Adj.Groundwater level
_..
, , ;:.<:..;.;; ..:..:::.:::«.>:.;:::;.::
RCQLATIUIY TV tl 9 ime +OQ
Observation `Hole H ` 1 Timg.at 9' --77 .0d
2 Depth of Perc 2 Time at 6"
Start Pre-soak Time @ U. r Time(9"-V)
End Pre-soak 1.' :00
Rate Min./Inch
i
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Site Suitability Assessment: Site Passed N Q Site Failed: `(�— Additional Testing Needed(YIN) `( S
x
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Original: Public Ilealth Division a .. Observation Hole Data To Be Completed on Back j
••i
be from Soil horizon 6;.Soil Texture "' Soil Color` ' Soil Other
Surface(i (USDA)„i,, . (Munsell) Mottling (Structure,Stones,Boulderes.
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tau a SA o`I 6hyf\ Ilr5 % ,
illZ lr S�No Lan Ir �3�ti
SILT-UQr\ W&A51►� � s�. p
DIEI' ?IRERATTQN HOLE' ....Ld Hpl :,
Depth from, .,11.iSoll Horizon I Soil Texture Soil Color Soil Other
Surfaca�(ih.)'"G (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.'
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—SmogAAA
Z -66 tl ( �T (,oAm 2►5yf�3�3 vApt QC�
Z Ail+� �R 313 rntyl,,rn -1'a
tl_ oll SA'NC)
►osl'- I��(tt GS
Depth from Soil Horizon of Texture Soil Color Soil
Surface(in.) USDA Other
( ) (Munsell) Mottling (Structure,Stones,Boulderes.
%
DEEP OBRVATIONIOTE I,OGItltr#
. . <
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
%
Flood Insurance Rate Man•
Above 500 year flood boundary,, No— Yes x
Within 500 year boundary No X Yes
Within 100 year flood boundary No X Yes
I)enth of Naturally OCEurring Pervlouc Material
Does at least four feet of naturally occurring per'viQus material exist in all areas observed throughout the
area proposed for the soil absorption system? I-4b
• ll
If not,what is the depth of naturally occurring pervious material? Z 9
Certification / p
I certify that on (date)I have ssed i evaluator examination approved by the
Department of E n tal Pro ion an at anal sis was performed by me consistent with
the required tr g Rise a xperi 3 0 15.017.
Town of Barnstable P# gr 4Ut
Department of Health,Safety,and Environmental Services
r Public Health Division Date r
367 Main Street,Hyannis MA 02601
BARN BU&
HAM
Date Scheduled 7 _OO Time ^
_ h1 Fee Pd. /0
it, '" ^ Soil Suitlability-Assessment for Sewage•Disposal- "
'Performed By: '944d Qdg? Witnessed By
.............................................................................................................................................................................................
ISO TIQ & .:E EItA ORMATIq
r ..
Loc lioti
_ O ner's Name
/J�t.., C�M�4 C.tY llrr� �Cl�/{!l1Q�t
gggwzz A dress R✓ ,y
Assessor's Map/Parcel: 33��"""^ O � Engineer's Name Rowe 61101
/#effA
NEW CONSTRUCTION __Ix_Y y
— REPAIR Telephone# 362-V`11
Land Use Yae of Go Slopes(%) /" z U Surface Stones_ A4,1
Distances from: Open Water Body.AC n Possible Wet Area J R Drinking Water Well R
Drainage Way 100 R Properly Line vZ d ft Other it
)74 �/C_
SKETCH:.(Street name,dimensions of lot,exact locations of lest holes&pero tests,locate wetlandstin proximity to holes)
L
Lv� oil LOT S _ Lc 7'r7
13 Y
P is
L LaT/6
(4
Parent material(geologic) �1�O - Depth to Bedrock —�
Depth to Groundwater:Standing Water in Hole: /-C��i ��3 Weeping from Pit Face
Estimated Seasonal High Groundwater F►"e N!� w.t
/ i :>':<M .0 r . HI >
Method Used: «
Depth Observed standing in obs.hole: in. Depth to soil mottles: JV f MP�Z- in. >r6
Depthhtt(weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well ii� 'Reading Date:— -- Index Well level..._. Adi.factor Adj.Groundwater Levet�u_/1?�/�
.: .:;.
>: h Cowsl 44K n•1.4 in
>:
PER..:OLATION.T..: T .. . ..:n..te
Observation hr. ti
y
Hole N. Time at 9"'
Depth of Perc 3 ; �' T ,� I` Time al 6;,f. .... �. ,
Start Pre-soak Time / Time�(9"-6")
End Pre-soak
! ~�2rf6hW/6 o""`
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
DP O$ L+'1tA't'IOTOL + C ":
Depth from Soil Horizon Soil Texture Soil Color , Soil Other �' 1
Surface(in.) (USDA) i� Consistency.(Munsell) Mottling (Structure,Stones,Boulderes.
%
l(,--/fir Mr Asa SAP Sa¢w4�tfJ
.
DEEP OBSERyATIQN HOLE LOIG dole#
Depth from Soil horizon . Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
o Gravel)
Zy��ig cL s%/1 f 1*"I�i elo ` 0)(tck sFa.ty
_9� L $��AA POW
N' y ba �rort
V
Depth from Soil I lorizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones.Boulderes.
Coasistency.° Gravel)
DEEP OBSERVATION HOLE LOG Hole
Depth from Soil I lonzon Soil Texture Soil Color +Soil Other
Surface(iriJ (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
o Gravel)
Mood Insurance Rate Mai,
Above 500 year flood boundary No— Yes !/
Within 500 year boundary No__ Yes ~ x
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?,. rA10
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on a, (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.
Signatur� Date 7
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