HomeMy WebLinkAbout1276 MAIN STREET (OST.) - Health A= 119 005j, 001
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SUSTAINABLE
FORESTRY
INITIATIVE
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9$ " . ,0�A Board of Health
200 Main Street, Hyannis MA 02601
Office: 508-862-4644 Paul J.Canniff,D.M.D.
FAX: 508-790-6304 Junichi Sawayanagi
Donald A.Guadagnoli,M.D.
April 6, 2018
Amended—Wastewater Restriction corrected at#1276
Mr. Matthew Eddy, P.E.
Baxter Nye Engineering and Surveying
78 North Street
Hyannis, MA 02601
v i sue A ", v �,� � »�' " v+ ,�-: �:� , ..
RE 1276, 1,266, and 1254 Main`Street, Ostervlle„Parcels�055 001�,,055, and�056 on'
Assessor s.Nlap 1,19
Dear Mr. Eddy,
You are granted permission to utilize nitrogen aggregation in order to construct onsite
sewage disposal systems at 1254, 1266, and 1276 Main Street Osterville,
Massachusetts, on behalf of your client Benjamin J. Losordo Trustee, (hereinafter the
"Owner") with the following conditions:
1276 Main Street Osterville
(1) The nitrogen aggregation credit land, identified as a 9,241 square feet area at the
easterly section at Parcel 55-001 on Assessor's Map 119, known as 1276 Main
Street Osterville, shall be restricted in use in strict accordance with 310 CMR
15.216 of the State Environmental Code, Title V. This identified nitrogen
aggregation credit land area must remain pervious. Any impervious structure(s)
shall not be allowed. This credit land shall not have any manmade sources of
nitrogen, shall not receive any fertilization, and shall not be used for keeping,
raising, or breeding animals.
(2) The Owner shall execute and record at the Barnstable County Registry of Deeds
a deed restriction, approved by the Town Attorney, restricting the nitrogen
aggregation credit land area so that there will be no impervious pavement nor
any impervious structures constructed; so that there will be no manmade sources
of nitrogen, including fertilization; and so that there will be no keeping, raising,
nor breeding of any animals. The nitrogen aggregation credit land is identified as
a 9,241 square feet land area, at Parcel 55-001 on Assessor's Map 119, known
as 1276 Main Street, Osterville Massachusetts. A copy of the recorded deed
Q:\WPFILES\Eddy NitrogenAggregation 3 LotsLosordo 1254-76 Main Street Ost 2017 Rev Apr2018.docx
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restriction shall be submitted to the Health Agent prior to obtaining a disposal
works construction permit.
(3) No more than 118 gallons of wastewater discharge per day are authorized to be
discharged at 1276 Main Street, Osterville Massachusetts, identified as Parcel
55-001 on Assessor's Map 119.
(4) The Owner shall execute and record at the Barnstable County Registry of Deeds,
a deed restriction, approved by the Town Attorney, restricting the property at
1276 Main Street Osterville, identified as Parcel 55-001 on Assessor's Map 119,
to a maximum daily wastewater discharge of 118 gallons per day.
1266 Main Street Osterville
(5) No more than 220 gallons of wastewater discharge per day are authorized to be
discharged at 1266 Main Street Osterville, identified as Parcel 55 on Assessor's
Map 119.
(6) The Owner shall execute and record at the Barnstable County Registry of Deeds,
a deed restriction, approved by the Town Attorney, restricting the property at
1266 Main Street Osterville, identified as parcel 55 on Assessor's map 119, to a
maximum daily wastewater discharge of 220 gallons per day. A copy of the
recorded deed restriction shall be submitted to the Health Agent prior to obtaining
a disposal works construction permit.
1254 Main Street Osterville
(7) No more than 260 gallons of wastewater discharge per day are authorized to be
discharged at 1254 Main Street Osterville, identified as Parcel 56 on Assessor's
Map 119.
(8) The Owner shall execute and record at the Barnstable County Registry of Deeds,
a deed restriction, approved by the Town Attorney, restricting the property at
1254 Main Street Osterville, identified as Parcel 56 on Assessor's Map 119, to a
maximum daily wastewater discharge of 260 gallons per day._ A copy of the
recorded deed restriction shall be submitted to the Health Agent prior to obtaining
a disposal works construction permit.
(9) The septic systems shall be installed in substantial conformance with engineered
plans which are designed in conformance with the State Environmental Code,
Title V and local Health regulations.
(10) The designing engineer shall supervise the construction of the onsite sewage
disposal systems and shall certify in writing to the Board of Health that the
systems were installed in substantial compliance with engineered plans which
are designed in conformance with the State Environmental Code, Title V. and
local Health regulations.
9:\WPFILES\Eddy NitrogenAggregation 3 LotsLosordo 1254-76 Main Street Ost 2017 Rev Apr2018.docx
This permission is granted, without the necessity of granting variance relief, based
upon the agreement that restrictions will be recorded limiting the maximum
wastewater discharge quantities on each lot. There will be no increase in flow overall
compared to the existing allowable daily wastewater discharges for these three lots
combined. Also restricted nitrogen aggregation credit land, identified as a 9,241
square feet area within Parcel 55-001 on Assessor's Map 119 (1276 Main Street), will
remain pervious and will be restricted from any use which would contribute manmade
sources of nitrogen to the groundwater in this area.
Sincerely yours, —
Paul J. a i , D.M.D. —
Chairman
Q:\WPFILES\Eddy NitrogenAggregation 3 LotsLosordo 1254-76 Main Street Ost 2017 Rev Apr2018.docx
McKenzie, Marybeth
From: Stanton, David
Sent: Thursday, December 21, 2017 8:09 AM
To: Parziale,Jim; O'Connell, Timothy; Desmarais, Donald; McKenzie, Marybeth; Miorandi,
Donna
Cc: McKean, Thomas
Subject: Main Street, Osterville properties (1254, 1266 and 1276) septic plan review
Just a heads up for when any of the above properties come in for septic permits. They went before the Board of Health
and were approved, however,The septic plans have not been fully reviewed or approved by any of the inspectors due to
a short submittal notice and too many issues with the plans submitted prior to the Board of Health hearing. This is not a
standard quick sign off saying approved by the Board of Health if they meet the conditions of the Board of Health letter
as is done with most cases that have had the plans reviewed by at least one inspector and then other staff members
briefly at the staff meeting prior to going to the Board.
Thanks,
Dave
David W. Stanton, IRS
Chief Health Inspector
Town of Barnstable
200 Main Street
Hyannis, MA 02601 t
Direct phone: (508) 862-4647
Health Dept. phone: (508) 862-4644
Health Dept. fax (508) 790-6304
1
Town of Barnstable P#
aF 11te row
Department of Regulatory Services
BABNSTABLE. i Public Health Division. Date l
y MASS.
1619. 200 Main Street,Hyannis MA 02601
ArFO MAI
Date Scheduled Time Fee Pd. "
Soil ,suitability Assessment for Sewage Dispos
Performed By: G 6JI ho✓1 R Witnessed By:
LOCATION& GENERAL INFORMATION
Location Address:.�276 Mr io 5t, Owner's Name l], L . �i-as,c e
Address PO Ijox :56N 4�4nier✓1114,
oz (V �z
Assessor's Map/Parcel:_1_/g—' QCJ.� / Engineer's Name
NEW CONSTRUCTION _ REPAIR Telephone#
Lnnd Use Slopes(%) Surface Stones non G
Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft
Drainnge-Way ft Property Line ft Other tt
SKETCH:(Street name,'dimensions,of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
<.lI
Parentmaterial(geoiogic) Bile cted r UJ-tr. 641 Depth to Bedrock
Depth to'Groundwater: Standing Water in Hole: Weeping from Pit Face r
Estimated Seasonal High Groundwater
DETERMINATION FOR SEASONAL HIGH WATER TABLE
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# Reading Date: Index Well level Adj,factor Adj.Groundwater Level
PERCOLATION TEST Date g 3 J 17 Time /d:/0 4N
Observation
Hole# / Time at9"
Depth of Perc �� 52 - Time at 6"
Start Pre-soak Time n /6 Time(9"-6") r
End Pre-conk I6.'/7 /b. 30
Rate Min./Inch `ice:
� S�•r u a►a la:.• can i S.o�!�.
Site Passed Site Failed: Additional Testis Needed(YIN)
'b
Site Suitability Assessment: S � g (
Original: Public Health Division Observation Hole Data To Be Completed on Back----------- J
***If percolation testis to be conducted within 100' of wetland,you must first notify the
Barnstable Conservation Division at least one (1)week prior to beginning.
Q:I-IEALTH/WP/PCRCFORM ;e:)3 . '
l
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
03 Cons istc c °° ravel
'/ n � q. _
/
DEEP OBSERVATION HOLE LOG Hole#' 2
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel
e5' u� l E' f°!4 6CZ �2
/n1e bay
DEEP OBSERVATION HOLE LOG Hole# 3
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders.
Consistent % a el
/l IA 1 o. T R C/.3
► Sah
yap, r /v1�cP- Fns Lo in 4J2 414 NO 4k.,
SW n !,
DEEP'OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gavel
3 w � mom.. S�►d 10 y vz
�r►' IIrJ L.maMy 10 49 1/y
C. Nlcuiwar-.5tawd 10
rn«I.v», �Nhel to `fR 7/3
Flood Insurance Rate Map:
Above 500 year flood boundary No— Yes X
Within 500 year boundary No k_ Yes
Within 100 year flood boundary No Yes
Depth of Naturally Occurring Pervious Material
Does"at least four`feet of naturallyVoccurring pervious material exist in all areas observed throughout tlle
area proposed for the soil absorption system? _
If not,what is the depth of naturally occurring pervious material?
i
Certification
I certify that oil A ��✓�(date)I have passed the soil evaluator examination approved by the t
Department of Envirotunental 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
Q:HEALTH/W P/PERCFORM
Legend
x Spot Heights(NAVD88)Ar
Intermed
ex Colnttou sontours(NAVD88)VD88)
u
Ind
.�
5c I 1 I Barriers
i - }
- SFk 51
' -+�- Fences
ky_ RF' `
Guardrails
. . Retaining Walls
l 4C, �1Mt t asS pm "arl tit a ti
a - Stone Walls
yt��:r d
t ro I w j'ii tx '', 'I ti ♦,5
tr yt3 - Other Walls
r` vA"` 'I 55
119008 5 ,�,; �{, iy , {r 'a ,�b'�? k f. �, 11 _ _ — Hedges
r "" k 1 9 ' ' �- - Paths
#12?J41
yy 4 Sidewalks/Walkways
M Paved
Unpaved
119039 Swimming Pools
#1240`�--,_— 0 Above Ground Swimming Pools
y ti� .+; `-r 5 I — 0 In Ground Swimming Pools
Exterior Structures
I M Decks
®
r
Patios.
t titi •_� � ti� - � — — i ''til by
1 Iy5" Exterior Stairways
; i i.. 5 - Q Docks Piers
EN Boardwalks
1
T1'
I
Tanks
A 0 Fuel Tanks
- _
_ /
^ 1 ®Water Tanks
119055 001 Jetties/Reve
tments
#"1276 0 Stone Jetties Revetments
E�I'Concrete Jetties Revetments
Wood Jetties Revetments
Recreation Facilities
J7:1 Sports Areas
5 4 _— I
y i i
II _ [i Golf Areas
Wooded Areas
1 J-
� Parcels
Town Boundary
Railroad Tracks
/{
�119002 I
4 I ra '`
r #1317 I Si } x I. `~ �j''' j rJ iJ Buildings i Painted Lines
I«
1 119055 1 I Parking Lots
'�
#1266 `,� .. Paved
�t
> Unpaved
da k `
` '+fi Driveways
a °` I Paved
"IT Unpaved
I I I _013
__—11905 6
i #125 a 119009
Map printed on: 8/7/2O17 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic TOWN of Barnstable GIS Unit
adequate for legal boundary determination or representations of Assessor's tax parcels.They are
Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA oz6ot
o 42 83 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 508-862-4624
reflect current conditions,and may contain such as building locations.
Approx.Scale: 1 inch= 42 feet cartographic errors or omissions. gis@town.barnstable.ma.us
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