HomeMy WebLinkAboutBOARD OF HEALTH 07-25 2023
Page 1 of 2 BOH 07/25/2023
AGENDA – BOARD OF HEALTH MEETING Original
Tuesday, July 25, 2023 3:00 PM
James H. Crocker Jr. Hearing Room, Town Hall
367 Main Street, 2nd Floor, Hyannis, MA
I. Variance – Septic:
Dan Ojala, Down Cape Engineering, representing Betty Ludtke, owner – 30 Wachusett
Avenue, Hyannis, Map/Parcel 287-053, 5,683 square feet parcel, combine two septic
systems for two building into one system.
II. Innovative/Alternative (I/A) – Secondary Treatment Unit (S.T.U):
A. Dan Ojala, Down Cape Engineering, representing Susan McAllister, owner – 10
Island Avenue, Hyannis, Map/Parcel 265-004, 70,087 square feet parcel, repair of
failed septic system, proposing to install a MicroFAST 0-.9 Innovative Alternative (I/A)
Septic System and requesting multiple variances.
B. Brian Yergatian, BSC Group, representing Hyannisport Club – 2 Irving Avenue,
Hyannis, Map/Parcel 266-031, 156 acre parcel, proposed expansion of Racquets
Facility, requesting to not install an Innovative Alternative (I/A) Septic system.
III. Septic Repair – Deadline:
Paul Baron, Baron Property Management, representing Strawberry Hill Condominiums –
1431 Iyannough Road, Hyannis, Map/Parcel 274-021, requesting extension on deadline
until sewer connection.
IV. Food – Variance:
A. British Beer Company, 412 Main Street, Hyannis, Map/Parcel 309-221, requesting
grease trap variance, for 2,000 gallon grease trap, menu items have low level of
grease, asking for same seating as prior owner - 197 seats.
B. Robert Weekes, Raw Bar – 213 Ocean St, Hyannis, Map/Parcel 326-035, variances
from Federal Food Code, requesting allowance to put shucking stations behind the
bar.
V. Septic Installer – New:
Tyler Gilman, South Dennis
VI. Body Artist – New:
Rosangela Martins, Body Artist at Brazilian Touch Salon and Day Spa – 209 Main Street,
Hyannis, Map/Parcel 327-051, has the Save Each Life – Anatomy, Physiology and Skin
Course for Body Art Practitioners Certificate.
VII. Minutes:
Town of Barnstable
Board of Health
200 Main Street, Hyannis MA 02601
John T. Norman, Chair
F.P. (Thomas) Lee, P.E.
Office: 508-862-4644 Donald A. Guadagnoli, M.D
Daniel Luczkow, M.D.
FAX: 508-790-6304 Paul Canniff, D.M.D.
Stephen Waller, M.D.-Alternate
Stephen
Page 2 of 2 BOH 07/25/2023
May 23 and June 27, 2023 Minutes.
VIII. Election of Officers.
IX. Update Monthly
Regulations/Policies:
A. Policy – Draft “Deadline to Connect Buildings to Public Sewer”
B. Policy – “Temporary Holding Tanks at Locations Where Public Sewer Will Be
Provided in the Near Future (within Two or Three Years)”.
Notice of Recording: This meeting of the Board of Health will be recorded and transmitted by the
Information Technology Department of the Town of Barnstable on Channel 18. Under MGL Chapter 30A
Section 20, anyone else desiring to make such a recording or transmission must notify the Chair.
TRANS. NO.: ______________________________________
CITY/TOWN: _____________________________________
APPLICANT: _____________________________________
ADDRESS: _______________________________________
DESIGN FLOW: _______________________________ gpd
REVIEWED BY: __________________________________DATE: _____________
N/A OK NO
GENERAL
Legal boundaries denoted [310 CMR 15.220(4)(a)]
Street, Lot, tax parcel number and lot number noted on plan [310
CMR 15.220(4)(u)]
Locus Provided [310 CMR 15.2204(t)]
Plan proper scale? (1"=40' for plot plans, 1"= 20' or fewer for
components) [310 CMR 15.220(4)]
Easements shown [310 CMR 15.220(4)(b)]
System located totally on lot served [310 CMR 15.405(1)(a) for
upgrades]- if not, a variance is required [310 CMR 15.412(4)]
Location of impervious surfaces (driveways, parking areas etc.)
[310 CMR 15.220(4)(d)]
Location all buildings existing and proposed 310 CMR
15.220(4)(c)]
Location and dimensions of system components and reserve
areas. [310 CMR 15.220(4)(e)]
System Calculations [310 CMR 15.220(4)(f)]
daily flow
septic tank capacity (required and provided)
soil absorption system (required and provided)
whether system designed for garbage grinder
North arrow [310 CMR 15.220(4)(g)]
Existing and proposed contours [310 CMR 15.220(4)(g)]
Location and log of deep observation holes (existing grade el. on
each test) [310 CMR 15.220(4)(h)]
Names of soil evaluator and BOH representative [310 CMR
15.220(4)(h) and (i)]
Location and date of percolation tests (performed at proper
elevation?) [310 CMR 15.220(4)(i)]
Percolation test results match loading rate? [310 CMR 15.242]
Certification statement by Soil Evaluator [310 CMR 15.220(4)(j)]
Observed and Adjusted groundwater (method for adjustment
given or indicated) [310 CMR 15.103(3) and 310 CMR
15.220(4)(n)]
Address________________________________________ Sheet 1 of 7
N/A OK NO
Location of every water supply, public and private, [310 CMR
15.220(4)(k)]
within 400 feet of the proposed system location in the case
of surface water supplies and gravel packed public water supply
within 250 feet of the proposed system location in the case
within 150 feet of the proposed system location in the case
of private water supply wells
Location of all surface waters and wetlands located up to 100 ft.
beyond setbacks listed in 310 CMR 15.211 and any catch basins
located within 50 ft. [310 CMR 15.220(4)(l)]
Water lines and other subsurface utilities located [310 CMR
15.220(4)(m)] (if water line cross see 310 CMR 15.211(1)[1])
Profile of system showing invert elevations of all system
components and the bottom of the SAS [310 CMR15.220(4)(o)]
Stamp of designer [310 CMR 15.220(1) and 310 CMR 15.220(2)]
Stamp of Registered Land Surveyor (required if construction
activities within 5 ft. of lot line) [310 CMR 15.220(3)]
Test Holes adequate (two in each of the primary and reserve
unless trenches as permitted in 310 CMR 15.102(2) or as
approved for an upgrade under LUA at 310 CMR 15.405(1)(k)]
Test hole adequate to demonstrate four feet of suitable material?
[310 CMR 15.103(4)]
Test Holes adequate to confirm adequate groundwater separation?
[310 CMR 15.103(3)]
Benchmark within 50-75' of system [310 CMR 15.220(4)(q)]
Materials specifications noted? [various sections of 310 CMR
15.000]
System components not > 36" deep (unless Local Upgrade
Approval or LUA requested) [310 CMR 15.405(1(b)]
Address________________________________________ Sheet 2 of 7
N/A OK NO
SEPTIC TANK
Size OK? [310 CMR 15.223(1)]
Inlet tee located ten inches below flow line [310 CMR 15.227(6)]
Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 CMR
15.227(6)]
Outlet tee with gas baffle or approved filter [310 CMR 15.227(4)]
Note regarding installation on stable compacted base [310 CMR
15.228(1)]
Separation between inlet and outlet tees (no less than liquid
depth) [310 CMR 15.227(2)]
Inlet/Outlet elevations at least 12" above high groundwater
(except as described 310 CMR 15.227(5)) or permitted for
upgrades under LUA [310 CMR 15.405(1)(k)]
Minimum cover 9" (Tanks buried more than 9" must have risers
on all openings and on the d-box) [310 CMR 15.2228(1) and 310
CMR 15.232(3)(f)]
Three access covers (inlet and outlet must be 20" or greater) -
middle access at least 8" (by 7/07) [310 CMR 15.228(2)]
Access to within 6 " of grade - one port for systems<1000gpd,
two for systems >1000 gpd [310 CMR 15.228(2)]
All at-grade covers secured to unauthorized access? [310 CMR
15.228(2)]
> 10 ft from building foundation [310 CMR 15.211(1)]
Buoyancy calculation Required/Done [310 CMR 15.221(8)]
H-20 Where appropriate? [310 CMR 15.226(3)]
Setbacks from resources [310 CMR 15.211]
Multi-Compartment Tanks
Required when other than single-family dwelling or flow>1000
gpd [310 CMR 15.223(1)(b)]
First compartment 200% daily flow; Second compartment 100%
daily flow [310 CMR 15.224(2) and (3)]
"U" pipe through or over baffle, outlet of each compartment with
gas baffle or approved filter [310 CMR 15.224(4)]
Address________________________________________ Sheet 3 of 7
N/A OK NO
BUILDING SEWER AND OTHER PIPING
Located at least ten feet from any water line? [310 CMR
15.222(2)]
Disposal piping at least 18" below water line (when water and
sewer cross, see 310 CMR 15.211(1)[1])
Cleanouts required/provided ? [310 CMR 15.222(8)]
Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)]
Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable
[310 CMR 15.222(6)]
Proper pitch on all runs? (.005 within gravity-distributed trenches
and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)]
Siphon problem/ (leachfield below pump chamber)
Endcaps or vent manifold specified?
Size and orientation of discharge holes specified? (not smaller
than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310
CMR 15.252(2)(h)]
Materials specified (310 CMR 15.251(5) specifies various pipe
types allowed)
DISTRIBUTION BOX
Stable compacted base [310 CMR 15.221(2) and 310 CMR
15.232(2)(a)]
Splash plate or baffle tee required on inlet/ provided? (when
pressure sewer to d-box or steep pitch of gravity sewer) [310
CMR 15.323(3)(a)]
Riser if deeper than 9" [310 CMR 15.232(3)(f)]
Inside minimum dimension 12" [310 CMR 15.232(2)(b)]
Minimum sump 6" [310 CMR15.232(3)(e)]
Watertight cover if <2000gpd); waterproof manhole if >2000gpd
[310 CMR 15.232(3)(d)]
PUMP CHAMBERS
Capacity (emergency storage above working=design flow)? [310
CMR 231(2)]
Proper setbacks [310 CMR 15.211 (same as septic tanks)]
Watertight 20-in minium access manhole at least 20" MUST BE
TO GRADE [310 CMR 15.231(5)]
Service components accessible (not too deep with piping,
disconnects accessible)
Alarm floats - alarm on circuit separate from pumps specified?
Exceeds two units must have two pumps operating in lead-lag
mode. [310 CMR 15.231(6) and (8)]
Stable Compacted Base [310 CMR 15.221(2)]
Buoyancy calculations needed ? Provided? [310 CMR 15.221(8)]
Address________________________________________ Sheet 4 of 7
N/A OK NO
SOIL ABSORPTION SYSTEMS (SAS) GENERAL
Calculations correct?
4 feet of naturally occurring material demonstrated? [310 CMR
15.240(1)]
Required separation to groundwater? [310 CMR 15.212)]
Aggregate specified as double washed [310 CMR 15.247(2)]
System Venting required/provided? (system under driveway or
>36" deep) [310 CMR 15.241]
Inspection ports specified and within 3"final grade? [310 CMR
15.240(13)]
Breakout requirements met? (No violation of breakout elevation
within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and
Guidance Document]
GALLERIES,PITS,CHAMBERS 310 CMR 15.253
Chambers and Gal. in trench configuration supplied with inlet
every 20 ft. [310 CMR 15.253(6)]
Each structure with one inspection manhole (if >2000 gpd must
be to grade) [310 CMR 15.253(2)]
Aggregate 1' minimum- 4' maximum. [310 CMR 15.253(1)(b)]
2' sidewall credit maximum [310 CMR 15.253(1)(a)]
In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)]
TRENCHES 310 CMR 15.251
Width 2' minimum 3' maximum [310 CMR 15.251(1)(b)]
100 feet - maximum length [310 CMR 15.251(1)(a)]
Minimum separation 2x effective depth or width whichever
greater (3x if reserve between trenches) [310 CMR 251(1)(d)]
Situated along contours [310 CMR 15.251(2)]
Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document]
BED SAS (Maximum size of bed or field 5000 gpd)
minimum 2 distribution lines [310 CMR 15.252(2)(a)]
Maximum separation between lines 6' [310 CM R15.252(2)(d)]
Maximum separation between lines and outside of bed 4' [310
CMR 15.252(2)(e)]
Aggregate depth below discharge pipes 6" minimum, 12"
maximum. [310 CMR 15.252(2)(g)]
Separation between beds 10' minimum. [310 CMR 15.252(2)(f)]
Bottom area used in calculations only [310 CMR 15.252(2)(i)]
Address________________________________________ Sheet 5 of 7
N/A OK NO
DID THE PLAN INVOLVE
Pressure Dosed System ? Provided pump and piping
calculations as required [310 CMR 15.220(4)(r)]
Pressure dosing required on all systems >2000gpd or alternative
systems under remedial approval [310 CMR 15.254(2) and I/A
Remedial Use Approvals]
If used in gravelless system - make sure jet is directed as not to
scour soil interface [Guidance Document]
Inspections once per year (systems< 2000 gpd) or quarterly
(>2000gpd) good to note on plan [310 CMR 15.254(2)(d)]
Construction in fill - Did the plan specify that the fill shall meet
the specification of 310 CMR 15.255(3)?
Impervious barrier and/or retaining wall ? [Guidance Document]
Impervious barrier installation must be supervised by
designer [310 CMR 15.255(2)(b)]
Retaining wall must be designed by Registered Professional
Engineer [310 CMR 15.255(2)(a)]
Side slope not exceed 3:1 ? [310 CMR 15.255(2)]
Breakout requirements met? [310 CMR 15.252(2) and
Guidance Document]
At least 5 ft. from impervious barrier to edge of SAS (10 ft.
recommended) [310 CMR 15.255 (2)(e)]
Gravelless System [I/A Approval Letters]
Check DEP Approval letters for credits and design conditions
If used with pressure dosing do not allow pressure discharge
to scour soil interface
Alternative Septic System [I/A Approval Letters]
Was DEP Approval Letter provided and/or have you
reviewed the letter for conditions?
Is the technology being properly applied and does it meet all
DEP Approval Conditions?
Is there a note on the plan regarding the requirement for
perpetual maintenance agreement?
Any alarms involved on separate circuits
Did the applicant submit an operation and maintenance
manual?
Has applicant submitted a copy of a maintenance
Variances
Are the variances listed on the plan ? [310 CMR 15.220
(4)(q)]
RLS Stamp necessary on plan if a component is within five
feet of property line [310 CMR 15.412(4)]
New construction or increased flow proposed - [Refer to 310
CMR 15.414]
Address________________________________________ Sheet 6 of 7
N/A OK NO
Nitrogen Sensitive Areas
Is the system in a Designated Nitrogen Sensitive Area (Zone II for
a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and
310 CMR 15.216 - also refer to Policy regarding upgrades of such
existing systems]
Is the system proposed on the same lot as served by private well ?
[310 CMR 15.214(2)]
Are the nitrogen loads proposed in compliance? [310 CMR
15.216(1)]
Miscellaneous
Pumping to septic tank ? [ 310 CMR 15.229]
Shared System [310 CMR 15.290]
Address________________________________________ Sheet 7 of 7
P:\4948208\_PrjCtrl\Submissions\2023-05-18 Board of Health Variance Appl\Abutter Notification.docx
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Dear Abutter:
A public hearing has been scheduled for the Barnstable Board of Health to take action on an application
for variances from the Regulations of the Mass. Department of Environmental Protection, Title 5, and/or
the Town of Barnstable Regulations for Subsurface Disposal of Sewage, as follows:
Title 5
None
Town of Barnstable
Article XIII, §360-38: Variance requested to request a negative determination from the
requirement to provide an Innovative/Alternative treatment system
for the proposed sewage disposal system.
Said hearing will be held in the 2nd floor hearing room at the 367 Main Street Town Hall Building. Please
contact the Barnstable Health Department for the time and date of the public hearing.
The application and plans are available for review at the Barnstable Health Department, 200 Main
Street, Hyannis, Monday through Friday (excluding holidays) from 8:30 a.m. to 4:30 p.m.
Sincerely,
Brian G. Yergatian, P.E., LEED AP
Manager of Civil Engineering, Senior Associate
cc: Barnstable Health Department
Date: May 17, 2023
From: BSC Group, Inc.
349 Main Street, Unit D
West Yarmouth, MA 02673
Re: 2 Irving Avenue, Hyannisport, MA
Board of Health Title V Septic Variance Abutter List for Subject Parcel 266031
Direct abutters (no set distance) and the properties located across the street.
Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip
265002 SHANAHAN, BARRY NOEL ET AL 35 ELVA DRIVE GOFFSTOWN 03045NH
265009001 31 ATLANTIC AVENUE LLC C/O PARK AGENCY INC 330 MADISON
AVE-SUITE 280
NEW YORK 10017NY
265009002 SHRIVER FAMILY HOLDINGS LLC C/O PARK AGENCY, INC 330 MADISON AVE.,
SUITE 280
NEW YORK 10017NY
265010 SHRIVER, ROBERT JR S C/O PARK AGENCY, INC 330 MADISON
AVE-SUITE 280
NEW YORK 10017NY
265011002 ARNOLD, HELEN O & BLAIR,
LAURESTON R TRS
EVANS ARNOLD 2012 Q P R T PO BOX 183 HYANNISPORT 02647MA
265013 MARICO BEACH LLC 712 FIFTH AVENUE 32ND
FLOOR
NEW YORK 10019NY
265014 HG LLC 375 TOTTEN POND ROAD WALTHAM 02451MA
266006002 SHEPLEY, HAMILTON N &
LORRAINE E
21 FOREST ST PO BOX 420 WEST HYANNISPORT 02672MA
266023001 135 FIRST AVENUE LLC PO BOX 420 WEST HYANNISPORT 02672MA
266024 HYANNISPORT CLUB 2 IRVING AVENUE PO BOX 392 HYANNIS PORT 02647MA
266025 SCRIBNER, MARY ELIZABETH BOX 193 HYANNIS PORT 02647MA
266026 MARCHANT MILL HOUSE INC 2 IRVING AVENUE HYANNIS PORT 02647MA
266027 NORBERG, WILLIAM F TR EKJ 2012 IRREV TRUST 214 LOCAH DRIVE JUPITER 33458FL
266028 LAMB, JOSEPH T III & ELIN M 46 YARMOUTH ROAD WELLESLEY 02481MA
5/17/2023 10:32 AMReport Generated On:Page 1 of 6 80Total Number of Abutters:
This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to
have this list certified.
Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip
266028 LAMB, JOSEPH T III & ELIN M 46 YARMOUTH ROAD WELLESLEY 02481MA
266030 GAUVREAU, ANDREA W & DOUGLAS
TRS
GAUVREAU FAMILY NOMINEE
TRUST
9 COLONIAL VILLAGE FALMOUTH 04105ME
266031 HYANNISPORT CLUB 2 IRVING AVE PO BOX 392 HYANNIS PORT 02647MA
266032 OKEEFFE, PETER L & BRENDA LEE P O BOX 194 HYANNIS PORT 02647MA
266033 ST ANDREW'S BY THE SEA EPISCOPAL CHURCH IRVING AVE HYANNIS PORT 02647MA
266034 WEBER, HANS PETER DMD &
O'NEIL-WEBER,
CHERYL TRS, WEBER FAMILY
TRUST
PO BOX 482 HYANNISPORT 02647MA
266037 HYANNISPORT CLUB 2 IRVING AVENUE PO BOX 392 HYANNIS PORT 02647MA
267022 MARCHANT MILL HOUSE, INC PO BOX 392 2 IRVING AVENUE HYANNIS PORT 02647MA
267025 EGAN, RICHARD B JR & JEANNE C P O BOX 691 OSTERVILLE 02655MA
267026 GOODE, JEFFREY & SUSAN TRS JEFFREY GOODE & SUSAN GOODE
TRS
PO BOX 812 W HYANNISPORT 02067MA
267027 HELFMAN, RACHEL COHEN, &
COHEN, JACK
C/O JACK COHEN 250 WILLOW STREET WEST ROXBURY 02132MA
267028 BETHUNE, BRIAN A & EVA M PO BOX 38 WEST HYANNISPORT 02672MA
267029 PHILLIPS, DEBORAH LOCKHART TR LOCKHART PHILLIPS INVESTMENT
TRUST
25 MAIN STREET PO BOX 209 SHELBURNE FALLS 01370MA
267030 SHIELDS, BRENDAN & MEGAN TRS BRENDAN AND MEGAN SHEILDS
LIV TR
27 CROSS STREET NORWELL 02061MA
267031 CONATHAN, MARY B TR MARY B BOGGESS NOMINEE
TRUST
103 CLUBHOUSE DRIVE
UNIT 251
NAPLES 34105FL
267033 BARRON, CHAD ALLEN & SUSAN
ANN TRS
CHAD & SUSAN BARRON REV TR 28511 LAZY ROCK DRIVE HUFFMAN 77336TX
5/17/2023 10:32 AMReport Generated On:Page 2 of 6 80Total Number of Abutters:
This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to
have this list certified.
Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip
267033 BARRON, CHAD ALLEN & SUSAN
ANN TRS
CHAD & SUSAN BARRON REV TR 28511 LAZY ROCK DRIVE HUFFMAN 77336TX
267067001 RUFO, GUY & MAURA J 10 OLD TOWN RD HYANNIS 02601MA
267068 PIKNICK, THOMAS E & KIMBERLEE
A
206 CRAIGVILLE BEACH
ROAD
HYANNIS 02601MA
267069 BROWNELL, LINDA L PO BOX 744 MATTAPOISETT 02739-0744MA
267072 MOCHEN, VIRGINIA L TR VIRGINIA L MOCHEN TRUST 256 CRAIGVILLE BEACH
ROAD
HYANNIS 02601MA
26707300A ELIAS, THOMAS M & ALBERTA J TR ELIAS 2021 TRUST 11 RICHARDSON CIRCLE SAUGUS 01906MA
26707300B POOLE, CRAIG N & LINDA E 800 E. 15TH STREET
UNIT 211
PLANO 75074TX
26707300C VALENTI, SANDRA J& ANASTOS,
NICOLE B TRS
FERLINZ GIFT TRUST OF 2014 27 GLEASON RD LEXINGTON 02420MA
26707300D WILCOX, JAMES F & GERTRUDE E 272 CRAIGVILLE BEACH
RD - #4A
HYANNIS 02601MA
26707300E NEARY, NEILA H TR NEILA H NEARY LIVING TR 272 CRAIGVILLE BEACH
ROAD
UNIT 5 HYANNIS 02601MA
26707300F MECRONES, DANIEL R & BARBRA J 75 RURAL AVE MEDFORD 02155MA
26707300G DISCHINO, DENNIS M 868 WORCESTER ST WELLESLEY 02181MA
26707300H LEMESHOV, SVETLANA 1195 BEACON STREET UNIT 3 BROOKLINE 02446MA
26707300I HENRY, ROBERT & DONNA 272 CRAIGVILLE BEACH
RD #9
HYANNIS 02601MA
26707300J BROPHY, ELIZABETH MORRIS 272 CRAIGVILLE BEACH
ROAD U10
HYANNIS 02601MA
5/17/2023 10:32 AMReport Generated On:Page 3 of 6 80Total Number of Abutters:
This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to
have this list certified.
Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip
26707300K SAULSBERRY, JANET ELIAS 71 COTTAGE STREET AMHERST 01002MA
26707300L MILLS, JANICE J TR JANICE J MILLS TRUST 16 CROOKED POND
ROAD
HYANNIS 02601MA
26707300M HAMELIN, JOYCE M 20 WASHINGTON ST.,
UNIT #76
METHUEN 01844MA
26707300N STEPANIS, FREDERICK G JR TR 272 CRAIGVILLE BEACH ROAD
REALTY TRUST
481 BUCK ISLAND ROAD UNIT 19 D WEST YARMOUTH 02673MA
26707300O JAWORSKI, PATRICIA J 272 CRAIGVILLE BEACH
ROAD
#15 HYANNIS 02601MA
26707300P RITCHIE, SANDRA J 272 CRAIGVILLE BEACH
RD #16
HYANNIS 02601MA
26707300Q MONAGHAN, LIAM P 272 CRAIGVILLE BEACH
ROAD #17
HYANNIS 02601MA
26707300R FERRIGNO, DIANE M 272 CRAIGVILLE BEACH
ROAD
UNIT 18 HYANNIS 02601MA
26707300S CORNELIUS, SHARON L 25 BRIDLE PATH FRANKLIN 02038MA
26707300T HAMJIAN, JOHN A 272 CRAIGVILLE BEACH
RD #20
HYANNIS 02601MA
267083 GIBSON, RUSSELL A JR & JAMIE L 334 CRAIGVILLE BEACH
RD
HYANNIS 02601MA
267084 CASALE, STEPHEN A, TRS, ET AL LIVING TRUST AGRMT OF
STEPHEN A CASALE
34 ELLEN LANE CRANSTON 02921RI
267085 FIELD, JOSEPH RONALD 6 HOLIDAY LANE BARNSTABLE 02601MA
267098 BARNSTABLE, TOWN OF (LB)367 MAIN STREET HYANNIS 02601MA
267102 KARAYIANNIS, HELEN 153 WESTON RD WELLESLEY 02181MA
5/17/2023 10:32 AMReport Generated On:Page 4 of 6 80Total Number of Abutters:
This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to
have this list certified.
Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip
267102 KARAYIANNIS, HELEN 153 WESTON RD WELLESLEY 02181MA
267103 STEWART, PAUL G 23 HAVEN LN PO BOX 631 HYANNISPORT 02647MA
267111 MADES, MARJORIE J PO BOX 206 15 CRAIGVILLE BEACH
ROAD
HYANNIS PORT 02647MA
267112 KADDY, ROBERT J & RAFFAELE L
TRS
ROBERT J & RAFFAELE KADDY TRS 25 CRAIGVILLE BEACH
ROAD
HYANNIS 02601MA
267113 FOLAN, GEAROID & PAULA L 44 FOREST STREET BRAINTREE 02184MA
267114 FOLAN, JAMES W 44 FOREST STREET BRAINTREE 02184MA
267115 SULLIVAN, LAWRENCE W &
ELIZABETH A TRS
KING KAT TRUST 304 NORTH STREET HINGHAM 02043MA
267116001 BSB REALTY TRUST C/O HUHN SUZANNE S E 465 CLAPBOARD HILL
ROAD
GUILFORD 06437-4706CT
267116002 ELMORE, DAVID & HUHN, SUZANNE 20 MAPLEWOOD DRIVE NEW MILFORD 06776CT
267119 FLYNN, SYLVIA & SICOLO, DANA S &SICOLO, TODD J P O BOX 817 WEST HYANNISPORT 02672MA
267120 BROWN, MITCHELL B & KERA M 238 CRAIGVILLE BEACH
ROAD
HYANNIS 02601MA
267123 MCNALLY, GREGORY & STACEY
LYNN
15 THAYER HEIGHTS
ROAD
HOPKINTON 01748MA
267140 COLBERT, ENRIQUE & JESSAMYN &ASKEW, ALAN & COLBERT, MARIA 85 MONTVIEW STREET WEST ROXBURY 02132MA
267143 SOUTO, RAUL G L & GILBER J 196 CRAIGVILLE BEACH
RD
HYANNIS 02601MA
267144 STEWART, RACHEL K PO BOX 259 MENDON 01756MA
267145 RESIDENT 176 CRAIGVILLE BEACH
ROAD
HYANNIS 02601MA
5/17/2023 10:32 AMReport Generated On:Page 5 of 6 80Total Number of Abutters:
This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to
have this list certified.
Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip
267145 RESIDENT 176 CRAIGVILLE BEACH
ROAD
HYANNIS 02601MA
267171 LINEHAN, WILLIAM P & JUDITH A
TRS
LINEHAN FAMILY TR 128 G STREET SOUTH BOSTON 02127MA
267173 GANDHI, AMITA A & ASHISH D 41 PENNY LANE TEWKSBURY 01876MA
287014001 MCPHEETERS, ALEXANDER WILES
ET AL TRS
410 NEWSTEAD AVENUE APT. 15 E ST. LOUIS 63108MO
287014002 CRAIG CAPE COD LLC C/O LISA D MCLAUGHLIN 120 S. CENTRAL AVE
SUITE 1600
ST LOUIS 63105MO
287153 CLARK, RHEA P TR C/O MARCIA FLOYD PICOTTE COMPANIES 20 CORPORATE WOODS
BLVD #600
ALBANY 12211NY
287157 SCUDDER AVENUE LLC PO BOX 503 HYANNIS PORT 02647MA
287158 HILINSKI, LISA A & SCOTT F TRS LISA A HILINSKI TRUST-2000 2 SPRINGDALE AVENUE WELLESLEY 02481MA
5/17/2023 10:32 AMReport Generated On:Page 6 of 6 80Total Number of Abutters:
This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to
have this list certified.
H all'sCreek
MarchantPond
SchoolhousePond
Simmon's Pond
NantucketSound
NantucketSound
267-073 CND#272
287-019-001 CND#545
244-001#0
246-104 #48
246-105 #78
246-106 #33
246-107 #21246-109#20
246-110 #28
246-111#36
246-112 #81
246-113 #73
246-114 #57
246-077 #424
246-079 #67
246-083#385
246-084 #401
246-085#20
246-086 #32
246-087#47
246-089 #78 246-090#75
246-091#96
245-035 #3
245-037#265
245-038#253
245-039#241
245-040 #231
245-041#223245-042 #15
245-103 #216245-104 #6
245-105 #212
245-106 #191
245-107 #181
245-108 #112
245-109 #120
245-110#82
245-111 #117
245-112 #109
245-113#142
245-114#158
245-115 #170
245-116#62
245-118#62
245-119#123
245-120#115
245-121#136
245-122 #146
245-123 #166
245-124#161
245-125#151
245-126#143
245-127 #135
245-128#75245-129#190
245-132#0245-133#222 245-134 #15
245-136#264
245-137 #5
246-092#106246-093#107
246-094 #95
246-095#92
246-096#102246-097 #101
246-098 #93246-099 #96
246-100 #104
246-101 #77
246-102#69
246-116 #63
246-120 #76
246-121 #84
246-122 #37
246-173#417
246-174 #8
246-175#9
246-178 #65
246-186 #21
246-187 #29
246-211#33
246-212#25
247-225 #0
265-012#45265-013#63
265-015#177
265-017#99
265-019#149
265-020#15
265-021#46
265-022#9
265-025#79
265-026#87
265-028#19
265-029 #37
265-030#25265-031 #39
265-032#53
266-001#0
265-001#0
265-002#0
265-003#0
265-004#10265-005#24
265-006#20265-007#31
265-008#90
266-002#0
266-003 #91
266-004#99
266-005#111
266-007 #158
266-008#112
266-009#15266-010 #148
266-012 #12
266-013#25266-014 #29
266-015#110
266-017#120
266-018 #28
266-020 #120
266-021#121
266-024#178
266-025#166
266-026#148
266-027#42
266-028#20 266-029#8
266-030#19
266-032#636
266-033#12
266-034#15
266-035 #138
266-037#188
267-002 #95
267-003 #87267-004#90
267-005 #102
267-006 #107
267-007 #93
267-008#46
267-010#70
267-011 #80
267-012#75
267-013 #67
267-014#61
267-015 #53
267-016 #43
267-017#371
267-019#26 267-020 #35
267-021 #21
267-022#335267-023#6
267-024#22 267-025#30
267-026#40
267-027#50
267-028#58
267-029#70
267-030#80
267-031#90
267-033#122
267-034#7
267-035#15
267-036#27
267-037#37
267-038#59
267-039#63 267-040#73 267-041 #81
267-042#98267-043#88267-044#72
267-045#48
267-046#20
267-047 #22267-048#14
267-049#6 267-050#41
267-051#47
267-052#17
267-055#54
267-056 #48
267-057#22 267-058 #14267-059 #55
267-060#69 267-061 #19267-062#60
267-063 #52
267-064#46
267-065#38
267-069 #11
267-070#29
267-071#43
267-072#256
267-075#39
267-077 #25
267-078 #15267-079#30
267-080#16
267-081 #6
267-082#340 267-083 #334 267-084 #5
267-085#6
267-087#70 267-088#62
267-090#34
267-092 #11
267-094#44
267-098#130
267-099#132
267-100#98
267-102#100
267-103#23
267-104 #7267-105#119
267-106#95
267-107#67
267-108#66
267-109#72
267-110#56
267-111#15
267-112#25
267-113#51
267-114#63
267-115 #91
267-118#57
267-119 #244
267-122#48
267-123#10
267-125 #27
267-126#39267-127#47
267-130 #6 267-131#14
267-132#24
267-133 #32
267-134#56267-135#62
267-136 #54
267-137 #62
267-140#100
267-143 #196267-144 #186267-145 #176
267-146#33
267-147#45
267-148 #55
267-149 #65
267-150 #77
267-151#39
267-152#49
267-153#32
267-156 #170
267-157 #168
267-158#158
267-159#148
267-160 #14267-164#137
267-165 #125
267-167#33 267-168 #47
267-169#41
267-170 #43
267-171#324
267-172 #5
267-173#314
267-177#0
267-179#19
267-180#34
267-181#115
267-182 #11267-183#19 267-184 #18
267-185 #31
267-190 #0
267-190#0
268-112 #86268-178 #97 268-226 #124
287-026 #27
287-027#10
287-028 #100
287-032 #61
287-020 #68
287-025#30
287-034#26
287-037#35287-038 #45
287-040 #42
287-043 #9
286-008#38
286-009#22
286-010#23
286-011#44
286-012 #68
286-013 #80
286-014#67
286-015#47
286-016#20
286-017#8
286-018 #26286-019 #732
286-020 #4286-021 #14
286-026 #11
286-027 #61
286-028 #57286-029 #51286-030#31286-031#9
286-032#5286-033#25
286-034#55
287-002#44
287-003#17
287-004#692
287-005#70 287-006#80
287-007#688
287-008#676
287-009#658
287-010#41
287-011#628 287-012#626
287-013#604
287-015#554
287-016#501
287-017#519
287-018#527
287-044 #19
287-045#29
287-046#629
287-048#621
287-049#639
287-050#649
287-051 #4
287-052 #14
287-059 #15
287-061#689
287-062#697
287-138 #110
287-139 #21
287-139 #21
287-146 #45
287-147 #56
287-148#19
287-150#24
287-151#38287-152#48
287-153#50 287-154#47
287-155#25
287-157#586
287-158#558
287-159#570
288-001#36
288-002#32
288-003#20
288-004#492
288-005#470
288-006#468 288-007 #464
288-008#438
288-009#430288-010 #426
288-011#416
288-012#13288-013#31
288-014 #41288-015#49
288-016#12
288-017#20
288-018#30
288-019#32
288-020#38
288-021 #46
288-022#54
288-023 #53288-024 #49288-025#31
288-026#15
288-027#63
288-028 #69
288-029 #77
288-030 #85
288-031#78 288-034#5
288-035#17
288-036#54
288-037#50 288-038#46 288-039#42
288-040#22 288-041#18288-042 #16
288-044 #14
288-044 #14
288-136 #393
288-137 #411
288-138#421
288-139 #433
288-140#439
288-190#34
288-191 #12
288-193#454
288-203 #427
288-204 #350
288-206#27
288-211 #10
288-220#76
288-221 #68
288-222 #417
288-223#33 288-224#288
288-225#294
288-226#296
289-173 #37 289-173#37 289-174#35 289-175 #23
287-022#63
246-082#50
267-128#55
287-036#15
247-226 #77
287-047#49
265-014#0
267-163#147
267-162 #157
267-068#206
267-155#22
267-154#34
245-117 #141
286-003#17
286-006 #19
286-004 #9
265-010#33
286-001#23
286-002#41
286-005#29
267-120
288-043
266-031
266-031
246-103-002#49
246-103-003 #57
246-078-001#412
246-078-002 #21
246-078-003 #31
246-078-004 #41
246-078-005 #51
246-078-006 #61
246-088-001 #58
246-088-002 #68
246-088-003#55
246-088-004#65
245-098-003 #159
245-135-001#246
245-135-002#40
246-103-001 #58
265-018-001 #119265-018-002#129
266-006-001#115
266-006-002#21
266-023-001#135266-023-003#23
267-018-001#16
267-018-002 #13
267-116-001#97
267-116-002#105
287-021-001 #74
287-023-001 #55
287-035-001 #14
287-035-002 #6 287-039-001 #57
287-039-002 #50
287-001-001#30
287-001-002#36
287-014-001#630
287-014-002#592
287-033-001 #39
287-033-002#44
288-033-001#56
288-033-002 #48
288-141-001#455
288-141-002#475288-141-003#487
287-022-001 #60
246-082-001#70
246-082-002#60
246-082-003#32
246-082-004#20
246-082-005#10
287-023-002#52
287-036-001 #16
287-065-001 #0
267-067-001#10
267-067-002#14
265-011-001#26
265-011-002#7
265-009-002#35
265-009-001#31
Town of BarnstableTown of BarnstableGIS UnitGIS Unithttp://www.town.barnstable.ma.us367 Main Street, Hyannis, MA 02601(508) 862-4624
ÿN
E
S
W
1 inch = 250 feet
0 120 240 360 48060
Feet
0
LegendTown Boundary
Parcels FY2023
Parcel Numbers
Address Street #
Approx. Building
Buildings
Decks
Patios
Above Ground Swimming Pools
In Ground Swimming Pools
Paved Walkways
Unpaved Walkways
Paths
Stairways
Paved Roads
Paved Medians
Unpaved Roads
Paved Driveways
Unpaved Driveways
Painted Lines
Paved Parking Lots
Unpaved Parking Lots
Bridges
Railroad
Spot Elevations (NAVD88)
Topo 10 ft Contours (NAVD88)
Topo 2 ft Contours (NAVD88)
Stone Jetties / Revetments
Concrete Jetties / Revetments
Wood Jetties / Revetments
Sports Areas
Fences
Guardrails
Retaining Walls
Stone Walls
Other Walls
Hedges
Docks / Piers
Boardwalks
Streams
Drainage Ditches
y yMarsh Areas
Water Bodies
Wooded Areas
Street Trees
Monuments
Bollard
MailboxNCatchbasin#FlagpoleeManholeWSignGStreet LightDTower"G Traffic Signal
d)Utility Box"K Utility Pole w/ LightKUtility Pole w/o Light
=Wind Turbine
Fuel Tanks
Water Tanks
Golf Areas
Parcel lines on this map are only graphic representations ofAssessor’s tax parcels. They are not true property boundariesand do not represent accurate relationships to physical objectson the map such as building locations.
This map is for planning purposes only. It is not adequate forlegal boundary determination or regulatory interpretation.This map does not represent an on-the-ground survey.
Enlargements beyond a scale of 1”=100’ may not meetestablished map accuracy standards.
Human-made features, hydrography, topography, andvegetation were interpreted from 2014 aerial photos andmay have been updated from more current sources. Parcellines were digitized from FY2023 Town of Barnstable Assessor’stax maps.
Data Source
Disclaimer
Abutters
Subject
W
W
W
IN
HYANNISPORT CLUB
TENNIS CLUB
2 IRVING AVENUE
HYANNISPORT
MASSACHUSETTS
(BARNSTABLE COUNTY)
SEPTIC PLAN
APRIL 10, 2023
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
IN
HYANNISPORT CLUB
TENNIS CLUB
2 IRVING AVENUE
HYANNISPORT
MASSACHUSETTS
(BARNSTABLE COUNTY)
SEPTIC PLAN
APRIL 10, 2023
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919