HomeMy WebLinkAbout0710 RIVER ROAD - Health 710 RIVER ROAD
Marstons Mills
A = 044 — 027
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' Town of Barnsfable
y� Department of Regulatory
Services
M�M ° Public Health Division Date
Aa3v 200 Main Street,Hyannis MA 02601
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Date Scheduled rG✓�/C,,� j ) cc
Time / Flee Pd. U
ry
Soil Suitability
utabil ty Assessment for S e DIS ®
Performed By: L-�" � v�/�j
Witnessed By:-
LOCATION arc GENE /
Location AddressOwner'®s Name
AM
�`T,19
Address
Assessor's Map/Parce1:A40 Dr— [-/ Z7-,L
- ` Engineer's Name
NEW CONSTRUCI'lON REPAIR Telephone#
Land Use (/t �+�� •&V1,-V� ` CCU
Slopes(96) v Surface Stones r
Distances from: Open Water Body
P y �w ft UPossible Wet Area ft Drinking Water Well w" (t
Drainage Way ft Property Line ft Other
0�2 r�
11 frCH: (Street name,dimensions of lot,exact locations of test boles&perc tests,locale wetlands f i proximity to holes)
o\
t arenl mal.erial(geologic) Depth to 13e[I�'oel( '�' e_..o; -!".,,E
All,
Depth to Groundwater. StandingWaterin Hole:
Weeping from Pit ftttae
EsUmated Seasonal High Groundwater 19
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DE,TER1MNATION FOR SEASONAL.I`IIIGII WATER TABLE
Method Used: f b
Depth Observed standing in obs.hole: (P In. Depth to soil m �ottles: AA`
h
Depth ty�Coping from side of bs�}nole: In. Omundwuter AdjustmentJr,
old f
Index We 1 M
Reading Date: a /S Index Well level A
JJ a'
. ... '" ,fhelor_ " _ Ate,CitroutidwaterLevel
_-Z
PE RCOL ATION TEST Date /8 !2 7'ln,e Ulf y
Observation
Hole tk Time at)"
Depth of Pere ,I Tln'te at 6"
Start Pre-soak Time @
0) yo Time(9"-6")
End Pre-soak
C� v
Rate Min./Inch
Site Sul tabilit:y Assessment: Site Passed Silo Palled: Additional Testing Needed(YIN)
Original: Public Heath Division Observation Bole Data To Bo Completed on Back ----------.
percolation test is to be conducted within 100' of wetland,you must first notir- ells
Barustable COoSeryntion DI-Vision at least one (1) Week prior to beginidog.
(1;\S EPI'IC\I'P_R CPO RM.1)0C
DEEP.OBSE R V-ATION I-IOLE LOG Hole#
Depth from Soil Horizon Soil Texture .Shcl Color Soil 7 0
Surface(in.) (USDA) (Mansell) SoilMottling (StructuOther
re,Stones;Boulders.
` onsistencv.%i3ravel)
YGYI a. 1 •70
DEEP OBSE,RVATION HOU LOG Dole# Z 7-
Depth from Soil Horizon Soil Texture Soil Color, Soil
Surface(in.) Other
(USDA) (Munsell) Mottling (Structure,Stones,Boulders.
o sisten % ra el
4L '.7 2 i.
DEEP OBSERVATION MOLE LOG Mole# �9 p
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in-) (USDA) (Muuscll) Motding (Structure,Stones,Boulders.
Co I tc c O o
• .� 2� � � Co 2•,i 6 � /p Q, w••l ere
vv� �e N 9� •• '
DEEP OBSERVATION HOLE LOG Mole 44/i'�7 ,66
Depth from Soil Horizon Soil Texture Soil Color soil 011ier
Surface(iu.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,
r Consistency, 6 a )
- l Zls eva3 2• G �U �o y�eel
w
Flood Insurance Rate Map:
Above 500 year.flood boundary No_ Yes
Widdn 500 year boundary No_ Yes
Within 100 year flood boundary No_ Yes
Depth of Naturally Occurririg Pervious Material
Does,at least four feet of naturally occurring pervious mtiterlal exist in all areas observed throughout the
area proposed for the soil absorption system?
If not, what is the depth of naturally occurring pe ious material?
Certification
I certify that on (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 traim x rtis a xp ience described in�10 CN1R 15.017.
Signature ', Date
Q: SEPT1C\Pl3RCPORM.DOC
Certified Plot Plan in Barnstable, MA
Address 701 River Road Pre pored For : Philip Ca odonno
Assessor's Map: 44 Lot: 11 Baxter Nye Engineering & Surveying
Zoning District: RF Registered Professional
Community Panel Number 250001 0541 J, Effective Date 07-16-14 Engineers and Land Surveyors
F.I.R.M. Map Zones: X (un—shaded)
Plan Reference: Plan Book 317 Page 12 & Plan Book 412 Page 39 78 North Street, 3rd Floor
Deed Reference: Book 14725 Page 172 Hyannis, MA 02601
Phone — (508) 771-7502 Fax — (508)-771-7622
Owner: Philip & Patricia Capodanno Job Number. 2016-015 Scale : 1" = 40' Date 05-16-2016
1
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N /
N/F TOWN OF BARNSTABLE O
DEED BK 20510 PG 305 1 6
PARCEL 044-003
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CB/pH FND fn \
e •06'20" E \ \
0\o N 81
e G 160•44 \ \ \. y
CROCKER POND y
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0% .
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APPROXIMATE LOCATION
w OF EXISTING SEPTIC G
77s O LP SYSTEM
\0 60
STONE \
" +G� WALL s \
PARCEL 044-011 O
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P �G \ 47,931 f S.F. 6'r, �• \
6'0,00, G'oo
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LP
1. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. THERE MAY 56 6
BE RIGHTS BY OTHERS, EASEMENT, TAKINGS, MORTGAGES, RIGHT OF WAYS 5
ETC. NOT DEPICTED. IF DETERMINED TO BE NECESSARY, A TITLE SEARCH
SHALL BE PERFORMED BY OTHERS AND SUPPLIED TO BAXTER NYE
ENGINEERING & SURVEYING.
N/F HOMESTEAD RESIDENT
2. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE ASSOCIATION INC.
RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES p1` DEED BK 7773 PG 206
SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY 00 PARCEL 043-001-002
PERFORMED BY BAXTER NYE ENGINEERING & SURVEYING ON MARCH 11, 2016.
I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON ARE
LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL o� SHANE G�
FLOOD HAZARD AREA. M.
MALLON c
THIS PLAN IS NOT T0, BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. A No-48667
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9Q�_SS�o�
2
REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE