HomeMy WebLinkAboutNOI 9.11.2024WRS Engineering LLC
PO BOX 266
RHODODENDRON, OR
97049
508-776-0956 royokurowski@gmail.com
August 30th, 2024
By Hand Delivery Kathryn Brooks
Administrative Assistant
Yarmouth Natural Resources
(508) 760-4800
Re: Proposed Ramp and Float 66 Grandview Drive
Paul and Jody Steele
66 GRANDVIEW DRIVE
YARMOUTH MA 02664
Map 191 Parcel 77
On behalf of our client, Paul and Jody Steele, we are submitting 3 copies of a proposed package for your review,
including a copy of the existing permits.
Please schedule this for the October 3rd, 2024 public hearing. If you have any questions or require
additional information, please give our office a call. Thank you.
Sincerely,
WRS Engineering LLC
Roy E. Okurowski P.E.
66 grandview
NHESP Priority Habitats of Rare Species
Areas of Critical Environmental Concern
ACECs
Property Tax Parcels
1
d
Proposed replacement of boat lift with ramp and float and
dredging.
NOTICE OF
INTENT FILING
LING
Filing Date: 082024
Filing Date: 3/23/23
Filing Date: 3/23/23
66 Grand View Drive
Yarmouth, MA
Prepared by: WRS
Engineering
33 Prince Road
Yarmouth, MA
Prepared by: WRS
Engineering
33 Prince Road
Yarmouth, MA
Prepared by: WRS
Engineering
Paul M and Jody L Steel
Cutter
66 Grand View Drive
2
Table of Contents
1. eDEP online filing application including original owner signature (not included)
2. Town of Yarmouth Administrative Checklist for NOI (not included)
3. Existing and Proposed Conditions narrative
4. Construction Sequence narrative (equipment, staging locations, etc.)
5. Alternatives Analysis narrative including mitigation proposed
7. Performance standard narrative (310 CMR 10.00 and Town of Yarmouth Wetland Bylaw
Chapter 143
9. Additional information (research, deeds, tax assessors card, maps)
10. Existing License and Plan
11. Shellfish Survey (on plan)
12. Other town forms (not included)
13. Certified mail receipts (not included)
14. Copies of checks (not included)
15. 3 originals
16. Certified abutters list and Notice to Abutters (not included)
66 Grand View Drive
3
Property Description
The property is located on middle section of the Bass River South of High Bank Road in Yarmouth, MA; a tidal
river on Nantucket sound. The project site is approximately 2.8 miles inland from Nantucket Sound. The property
is located on the Northern section of the channel facing South and subject to Southwest winds. The area of direct
flow for the channel is South of the dock at a distance of approximately 700’ and subject to current from both
flood and ebb tides. The site has an existing single family dwelling with a 2021 licensed pier, with a boatlift at
the end. The structure Was recently constructed by the owner’s contractor. The Coastal Bank consists of a
bulkhead, vegetated bank, and fronted by salt marsh. It appears that the dock was constructed as it was shown
in the original license with the exception that is at elevation 9’ MLW where it was supposed to be at 7’ MLW.
The pier is set on a sand bar with only an operating depth of 2.2 feet of water at 83’ from MHW. The boat lift is
also subject to daily 10-15 knot winds in summer from the southwest with a fetch of 0.6 miles and waves of 1-
2’ on any given summer day.
The site consists of an existing single family dwelling that was recently purchased in 2016 by the current
owner. Based on the latest MORIS maps, the scope of this project is noy located within NHESP jurisdiction for
estimated or rare wildlife (see below).
66 Grand View Drive
4
Project Description
Project Description
This Notice of Intent filing proposes the removal of the boat lift and shortening the pier and the addition of a 18’
x 3’ ramp and 10’ x 20’ float that does not extend out farther then the end of the existing structure. This would
require the waiver from conservation to be changed to Include approximately 1’ of dredging of material to
provide 3’ of clearance from the float to the bottom. In addition float stops would be installed on the pilings to
maintain this depth. Please see alternatives analysis for the reasoning for the request. The new proposed
structure will improve both the use of the marine facility and will not adversely effect the marine habitat. This
would be an improvement from a resource area impact as its in deeper water. The equipment anticipated for
the project will be a small barge with a crane and an impact or vibratory hammer that will be utilized to drive
the piles. The piles are not in the marsh and the piles will be driven with a impact or vibratory hammer suspended
off the barge. The barge will be used at high tide as to not ground out at low tides. The material will be dredged
with a small excavator on a barge and the material estimated at under 100 c.y. will be loaded into containers
and disposed of offsite at an approved facility. The use of the structure was an existing permitted use and will
not impact any recreational use of the waterway as its sided on both sides by existing structures.
Resource Area Determination
The project site is located on Bass River, a tidal river which flows to and from Nantucket Sound. Mean High Water
and Mean Low Water elevations were obtained from survey utilizing an rtk gps and refencing the conversions
from NAVD88 in the project area. Please note that previous licenses reference MLW as the project datum while
this filing references NAVD88 vertical datum (conversion provided in plans). The further you travel upstream,
the more impact the river bottom, land restrictions, etc. impact the flow of water and reduce tidal flow except
in storm events. Since the proposed project property is located relatively far to the mouth of the river, the
existing tidal elevations from the charts can be used along with vegetation changes.
66 Grand View Drive
5
Performance Standards
The project proposes the removal of 3 piles and the repositioning of 4 piles at the end of the pier. Additionally
the pier will be shortened in the process. The areas directly affected by the amended project containing shellfish,
and land under ocean. The project as proposed will not have any adverse effects to the surrounding resource
areas which include the areas listed above.310 CMR 10, sections 10.21 through 10.37. The work proposed in this
area consists of removing some old piles and the stairway and driving new piles to support the pier and anchor
the float. The area consists of the coastal beach, land containing shellfish, land under ocean, and LCCSF. The
construction is located in the footprint of the existing project. Therefore, the project as proposed can be
permitted under 310 CMR 10.30 (6) through (8).
Land Containing shellfish – A portion of the dock is within land containing shellfish. The disturbance to the area
consists of removing and constructing pilings to support the pier and float. There will also be 1’ of dredging of
the area as shown on the project plans. The float will not be less than the 3’ required height above the bottom
at low tide. The disturbance to the area from the construction effort is expected to be minimal and will not
adversely affect any shellfish as they will be removed and replaced after dredging occurs. The project will not
change what is relative to the bottom substrate, and therefore have no significant impact to the following
interests: alterations of water circulation, alterations in the distribution of sediment grain size, alterations from
natural drainage from adjacent land, or changes in water quality. This includes but is not limited to, fluctuations
in level of salinity, dissolved oxygen, nutrients, temperature and turbidity, or the addition of pollutants.
Therefore, the project as proposed will not have any significant adverse impacts to the coastal beach can be
permitted under 310 CMR 10.34 (4) through (7).
Alternatives Analysis for dock
The proposed work consists of re-constructing of a pre-existing pier, and boat lift with a ramp float and dredging.
The project as proposed occupies only a small area of the resource areas where the piles are driven and the float
is located as such to be in the required 3’ of water at MLW, the following analysis is offered to describe the
available options for this project.
OPTION 1: Do Nothing – If nothing is constructed the water dependent use of the property is not realistic as the
boat lift is not usable by the owner an average day due to wind and waves rendering the apparatus unsafe. Due
to the height of the structure its also on an average 10’ above the water and children will not go on it as they
are scared and it is an unsafe condition. This was verified by the contractor and the owner who both tried
numerous times to use the lift with the owner’s boat and were not successful. Therefore, this is not the preferred
option.
OPTION 2: Replace the boat lift. WRS Engineering evaluated the boat lift and also solicited the advice of a long
time contractor Larry Dimerse former owner of Cape Cod Docks to evaluate the boat lift and an alternative to
the existing lift. Due to the owner has a pontoon boat, it is not practical to pull into a boat lift from the south
with a following wind and hold the boat in the correct position to use the lift. The associated waves beat the
boat up against the pilings as you Can not use fenders as you would on a regular float. The only substitute would
be a semisubmersible floating structure typically used for jet skies or by the coastguard in rough areas. The
installation of this type of dock would bottom out at low tide due to the working depth and most likely need to
have the entire lift structure reconstructed to install it. This does not solve the safety issue of the 10’ drop to
the dock. Therefore, this is not the preferred option.
66 Grand View Drive
6
OPTION 3: The simple solution is to remove the boat lift shorten the pier and replace it with a ramp and float
similar to every dock in the area. There will be minor dredging needed to ensure the 3’ of water depth required
is established. This will solve the situation and actually improve the effect on the resource areas as the boat
wont be operating in 2’ of water on any given day. As part of the project, we feel that it is appropriate to mitigate
the work by contributing to the propagation of shellfish seed. We will be happy to contribute the amount
suggested by shellfish or waterways.
CONSTRUCTION PROTOCOL
Water based Construction Protocol
The proposed work shall be performed with the minimum amount of equipment required to obtain the project
objectives. The staging area for materials will be from a working barge and the upland property. All equipment
shall be stored on the barge or away from the resource areas when not in use. When the equipment is not being
utilized the barge shall not come in contact the adjacent marsh at any time and shall not be allowed to bottom
out.
Land Containing Shellfish Protocol
The proposed work shall be performed in the following manner. The lift and piles will be removed and new piles
driven from a floating working barge at high tide. The barge will not be allowed to ground out at any time
minimizing any impacts. Shellfish will be removed stored and replaced after construction.
Pre-Construction Meeting
Prior to construction, a pre-construction meeting shall be held on-site with the Contractor, Property Owner,
Conservation Commission and/or agent, and the Project Manager (WRS Engineering LLC). The purpose of t he
meeting is to clearly delineate the limits of work and access, as well as the staging area. The Contractor will
describe the proposed means and methods for performing the work within the requirements of the plans, order
of conditions and construction protocol. The Contractor will comply with mitigation measures as established by
the Conservation Commission.
To be discussed at this meeting:
◆ Existing property conditions, necessary precautions to be taken by the Contractor;
◆ Means and methods for construction;
◆ Necessary post-construction reparations and conditions;
◆ Procedure for post-construction inspection;
◆ WRS Engineering’s responsibilities for inspection and project coordination
66 Grand View Drive
7
During Construction, the site shall be accessible for inspection during reaso nable hours by all parties, members
of the conservation commission and their agents, and the Project Manager.
Post-construction meeting
Upon completion of construction, but prior to equipment being removed from the site, a post-construction
meeting shall be held on-site with the Contractor, Property Owner, Conservation Commission and/or agent, and
the Project Manager (WRS Engineering). The purpose of this meeting is to determine that the project has been
satisfactorily completed in accordance with all permits, and that no additional work or mitigation is required by
the Contractor.
Restoration of project area
Upon completion of construction any and all areas disturbed by the construction effort shall be returned as
much as practical to their pre-construction conditions to the satisfaction of the property owner and conservation
agent.
events. Since the proposed project property is located relatively far to the mouth of the river, the
existing sed along with vegetation changes.
66 Grand View Drive
8
support system that extends from existing coastal bank to the float as shown on the project plans. The
BOAT LIFT IN SHALLOW WATER
66 Grand View Drive
9
areas directly affected by the project are PIER CONSTRUCTED AS SHOWN salt marsh, c
rea containing shellfish, and land under ocean. The project as proposed will not have any adverse
effects to the surrounding resource areas which include the areas listed above.310 CMR 10, sections
66 Grand View Drive
10
10.21 through 10.37. The work proposed in this area consists of removing and driving some piles to
support the dock. The area consists of the coastal beach, land containing shellfish, land under ocean,
and salt marsh. The construction is located in the footprint of the existing dock. Therefore, the project
as proposed can be permitted under 310 CMR 10.30 (6) through (8).
Salt Marsh – Both t shown on the project plans. A minimum number of proposed 3 pilings will be
driven around the salt marsh. The new height of the dock is the required minimum over the marsh,
with 3/4 deck board spacing as to not prohibit sunlight from reaching the marsh. Therefore, the
project as proposed can be permitted under 310 CMR 10.32 (5).
Land Containing shellfish – A portion of the dock is within land containing shellfish. The disturbance to
the area consists of removing and constructing wood pilings to support the float. The float will not be
less than the required height above the bottom at low tide. The disturbance to the area from the
construction effort is expected to be minimal and will not adversely affect any shellfish. The project will
not change what is relative to the bottom substrate, and therefore have no significant impact to the
following interests: alterations of water circulation, alterations in the distribution of sediment grain size,
alterations from natural drainage from adjacent land, or changes in water quality. This includes but is
not limited to, fluctuations in level of salinity, dissolved oxygen, nutrients, temperature and turbidity, or
the addition of pollutants. Therefore, the project as proposed will not have any significant adverse
impacts to the coastal beach can be permitted under 310 CMR 10.34 (4) through (7).
Alternatives Analysis for dock
The proposed work consists of re-constructing of the dock and float. The project as proposed occupies
only a small area of the resource areas where the piles are driven and the float is loc following
analysis is offered to describe the available options for this project.
OPTION 1: Do Nothing – If nothing is constructed the existing structure will eventually collapse.
Therefore, this is not the preferred option.
OPTION 2: Repair the existing structure. The dock has not been serviced in many years and all the
piles and timber are dry rotted and the entire structure would eventually have to be replaced anyway.
Therefore, this is not the preferred option.
OPTION 3: Reconstruct the dock in kind as allowed under the existing chapter 91 License. This will
the preferred option.
UCTION PROTOCOL
Water based Construction Protocol
The proposed work shall be performed with the minimum amount of equipment required to obtain the
area for materials will be from a working barge and the upland property. All equipment shall be stored
on the barge or away from the resource areas when not in use. When the equipment is not being
utilized the barge shall not come in contact with the marsh at any time and shall not be allowed to
bottom out.
Coastal Bank Construction Protocol
The proposed work shall be performed in the following manner. The existing stars and deck will be
replaced in kind in the existing footprint. All old materials will be removed and disposed of. Any
disturbance to the bank will be restored to pre-existing conditions.
Pre-Construction Meeting
Prior to construction, a pre-construction meeting shall be held on-site with the Contractor, Property
Owner, Conservation Commission and/or agent, and the Project Manager (WRS Engineering LLC).
The purpose of the meeting is to clearly delineate the limits of work and access, as well as the staging
area. The Contractor will describe the proposed means and methods for performing the work within
the requirements of the plans, order of conditions and construction protocol. The Contractor will
comply with mitigation measures as established by the Conservation Commission.
66 Grand View Drive
11
To be discussed at this meeting:
◆ Existing property conditions, necessary precautions to be taken by the Contractor;
◆ Means and methods for construction;
◆ Necessary post-construction reparations and conditions;
◆ Procedure for post-construction inspection;
◆ coordination
During Construction, the site shall be accessible for inspection during reasonable hours by all parties,
members of the conservation commission and their agents, and the Project Manager.
Post-construction meeting
Upon completion of construction, but prior to equipment being removed from the site, a post-
construction meeting shall be held on-site with the Contractor, Property Owner, Conservation
Commission and/or agent, and the Project Manager (WRS Engineering). The purpose of this meeting
is to determine that the project has been satisfactorily completed in accordance with all permits, and
that no additional work or mitigation is required by the Contractor.
Restoration of project area
Upon completion of construction any and all areas disturbed by the construction effort shall be
returned as much as practical to their pre-construction conditions to the satisfaction of the property
owner and conservation agent. All disturbed marsh or vegetated areas shall be re-vegetated with
indigenous or grass vegetation to match pre-construction conditions for the surrounding areas, or as
determined during the pre-construction meeting.
Abutting Properties for
66 GRANDVIEW DR SOUTH YARMOUTH,
MA 02664
91/ 177/ / /
(100 Feet)
Location:
91/ 179/ / /
74 GRANDVIEW DR
Owner:
CONNOLLY J M & P M (TRUSTEES)
74 GRANDVIEW DR REALY TRUST
74 GRANDVIEW DR
SOUTH YARMOUTH, MA 02664
Location:
91/ 178/ / /
70 GRANDVIEW DR
Owner:
LOVE CAROL L
70 GRANDVIEW DR
SOUTH YARMOUTH, MA 02664
Location:
91/ 177/ / /
66 GRANDVIEW DR
Owner:
STEEL PAUL M
STEEL JODY L
23 OPAL CIR
FRANKLIN, MA 02038
Location:
91/ 176/ / /
60 GRANDVIEW DR
Owner:
RUSCITO GRIMOALDO
RUSCITO SYLVIA
600 RANDOLPH ST
CANTON, MA 02021
Location:
91/ 185/ / /
65 GRANDVIEW DR
Owner:
FOLTZ JAMES A TR
DOYLE KARIN N TR
136 ARIEL CIR
SUTTON , MA 01590
Location:
91/ 183/ / /
75 GRANDVIEW DR
Owner:
POULIOT JOSEPH J
75 GRANDVIEW DR
SOUTH YARMOUTH, MA 02664
Please use this signature to certify this list of propertiesabutting within 100' of the parcel located at:66 Grandview Dr., South Yarmouth, MA 02664Assessors Map 91, Lot 177_____________________________________Andy Machado, Director of AssessingSeptember 5, 2024
NOTIFICATION TO ABUTTERS UNDER THE
MASSACHUSETTS WETLANDS PROTECTION ACT &
TOWN OF YARMOUTH WETLAND BY-LAW, CHAPTER 143
In accordance with the second paragraph of the Massachusetts General Laws Chapter 131, Section 40,
you are hereby notified of the following:
A. The name of the applicant is __Paul and Jody Steele___________________________________
B. The applicant has filed a Request to Amend an Order of Conditions with the Yarmouth
Conservation Commission, seeking permission to remove, fill, dredge or alter an Area Subject to
Protection under the Wetlands Protection Act (MGL c. 131 s. 40 & Town of Yarmouth Wetland
By-Law, Chapter 143).
C. The address of the lot where the activity is proposed is _66 Grand View Drive_______________
D. Proposed work is _____Remove Boat Lift and install a ramp and float
____________________________________________________________________________
E. Copies of the Notice of Intent may be examined at the Yarmouth Town Hall at the Conservation
Commission office between the hours of 9:00 a.m. and 4:00 p.m. Monday thru Friday. For more
information, call (508) 398-2231 ext. 1288.
F. Copies of the Request to Amend an Order of Conditions may be obtained from either the
applicant or applicant’s representative. Applicant’s phone number __________
Or Applicant’s representatives phone number ___508-776-0956_____________
G. Information regarding the date, time and place of the public hearing may be obtained by calling
the Yarmouth Conservation Commission office at (508) 398-2231 ext. 1288
H. Person sending this notification (applicant, representative or other)
Name ___Roy Okurowski WRS Engineering LLC
Address ___67 Stetson St._____________________________________
Town _Hyannis________________ State _MA______ Zip ___02601______
Telephone _____508-776-0956__________________________________
Note:
Notice of the public hearing, including date, time and place will be published at least five (5)
days in advance in a newspaper of general circulation.
Notice of the public hearing, including date, time and place will be posted in the Town Hall not
less than forty-eight hours in advance.
You may also contact the Southeast Regional Office of the Department of Environmental
Protection at (508) 946-2800 for more information about this application.
MassDEP Home | Contact | Privacy Policy
MassDEP's Online Filing System
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M a s s D E P 's O n l i n e F i l i n g S y s t e m v e r .1 7 .9 .2 .0 . 2 0 2 4 M a s s D E P
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s\stem. You can select "M\ eDEP" to see a list of \our transactions.
DEP Transaction ID: 1779231
Date and Time Submitted: 9/4/2024 9:52:00 AM
Other Email :
FRUP NaPe: WPA Form 3 - NOI
Project Location
Cit\/ToZn Name: YARMOUTH
location: 66 GRANDVIEW DR
General Description: REMOVE BOAT LIFT, REPLACE FLOAT WITH FLOAT
STOPS AND DREDGING.
Applicant Information
Name: JODY STEEL
Compan\
Address: 23 OPAL CIR, FRANKLIN, MA, 02038
Pa\ment Information
Your fee for the state share is $: 182.50
If \ou haYe paid b\ credit card or ACH, thank \ou for \our pa\ment. If \ou are
pa\ing b\ check or mone\ order, please send \our check (pa\able to the
CommonZealth of Massachusetts) to MassDEP, Bo[ 4062, Boston, MA 02211
Additional Forms Submitted
WPA Form 3 - NOI (Fee Transmittal)(ONLINE ONLY)
AQcillaU\ DRcXPeQW USlRaded/Mailed
60 Grand VieZ AYe. Project narratiYes (2)
66 GrandYieZ dredging option image
Doc1
abbutters
massmapper nhesp
M\ eDEP
Forms SignatXre Pa\ment Receipt
9/4/24, 9:53 AM eDEP - MaVVDEP'V OnlineFiling S\VWem
hWWSV://edeS.deS.maVV.gRY/eDEP/PageV/PUinWReceiSW.aVS[1/1
MAP 91 LOT 177
WRS ENGINEERING
467 OCEAN ST
HYANNIS MA 02601
5087660956 5087660956
ROYOKUROWSKI@GMAIL.COM
21 day waiver
CONSERVATION
OFFICE
Town of Yarmouth
Conservation Commission
21-DAY WAIVER
Please complete this form, sign at the bottom and return to the Conservation Office.
I, , hereby waive the
21-day time period for a public hearing/meeting and/or issuance of the:
OOC / DOA / COC / ORAD following receipt of my filing of a:
Notice of Intent
Request for Determination of Applicability
Request for Certificate of Compliance
Other
by the Yarmouth Conservation Commission under Massachusetts General Laws,
Ch. 131, sec. 40, and/or under Yarmouth Wetland Bylaw.
The application was submitted on (date received by Conservation Office)
for work at (project address/location)
I am the: Applicant
Applicant's Representative
Property Owner
Signature Date
NOTE: Please be advised that you will be notified of the meeting date once this
application has been assigned to a Conservation Meeting Agenda at the email address
listed on the application.
ROY OKUROWSKI
SEPTEMBER 10, 2024
66 GRANDVIEW DRIVE
SEPTEMBER 10, 2024
N O T N O T
A N A N
O F F I C I A L O F F I C I A L
C O P Y C O P Y
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A N A N
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C O P Y C O P Y
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A N A N
O F F I C I A L O F F I C I A L
C O P Y C O P Y
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A N A N
O F F I C I A L O F F I C I A L
C O P Y C O P Y
N O T N O T
A N A N
O F F I C I A L O F F I C I A L
C O P Y C O P Y
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A N A N
O F F I C I A L O F F I C I A L
C O P Y C O P Y
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O F F I C I A L O F F I C I A L
C O P Y C O P Y
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A N A N
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C O P Y C O P Y
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C O P Y C O P Y
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C O P Y C O P Y
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A N A N
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C O P Y C O P Y
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C O P Y C O P Y
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240MISC
SEWER P
12811
1013
Account #12811 Bldg #1 Sec # 1 of Card # of
UTILITIESTOPO LOCATION
815
CURRENT ASSESSM ENT
Total
1013
1013
474,100
845,800
1 2
6 Septic
4
1
Gas
Paved 2 Suburban
SUPPLEMENTAL DATA
SALE DATE PREVIOUS ASSESSM ENTS (HISTORY)
This signature acknowledges a visit by a Data Collector or AssessorOTHER ASSESSMENTS
APPRAISED VALUE SUMMARY
EXEMPTIONS
471,200
2,500
400
845,800NOTES
19-000580
06-1431
07-30-2018
06-02-2006
BUILDING PERMIT RECORD
LAND LINE VALUATION SECTION
Level
CURRENT OWNER
V/IQ/U
66 GRANDVIEW DR Property Location Map ID
Vision ID
Bldg Name State Use
STRT / ROAD
Total
VISIT / CHANGE HISTORY
1,319,900 1,319,900
1 1 1
Description Code Assessed
474,100
845,800
Assessed
CodeYear AssessedCodeYear
Total
Assessed VYearCodeAssessed
TotalTotal
2023 2022 1013
1013
1013
1013
1013
1013
432,100
798,000
325,800
637,600
1,319,900 1,230,100 963,400
0
Permit Id Issue Date
Year Code Description Amount
0.00
Code Description Number Amount Comm Int
Appraised Bldg. Value (Card)
Appraised Xf (B) Value (Bldg)
Appraised Ob (B) Value (Bldg)
Appraised Land Value (Bldg)
1,319,900Total Appraised Parcel Value
845,800
Land Value
48.54
Adj Unit P
Special Land Value
Q
845,800
VISION
1
Use Code
Type
INSL
AL
Install Insula
Alterations
Description
3,000
50,000
Amount Insp Date
0
% Comp Date Comp Comments
Repair: Install Insulation (774-
STRIP,REROOF,PAPER,VENT
1.0000
Description
SFR WATER M
Zone Land Type Cond.
0.90
Nbhd.
0080
Nbhd. Adj
1.650 WF4
Location AdjustmentNotes
Total Card Land Units 0.40 Total Land Value
4.00 X .10 EASEMENT DRAIN
B
1013 81.00000SF17,424
Site IndexSize AdjUnit PriceLand Units
Parcel Total Land AreaSF17,424
8.49
BH
DM
BH
BH
JB
DH
IdDate
07-25-2018
07-21-2015
04-10-2013
04-10-2013
06-28-2005
07-19-1995
91/ 177/ / /
Assoc Pid#
YARMOUTH, MA
Sales Verification
Field Review
Measur+1Visit
Measur+2Visit - Info Card l
Measur+Listed
Measur+Listed
Purpost/Result
SV
54
01
02
00
00
Is CdType
01
ASSESSING NEIGHBORHOOD
Nbhd
0080
Nbhd Name B Tracing Batch
Total Appraised Parcel Value 1,319,900
Valuation Method C
474,100
845,800
2024
STEEL JODY L
23 OPAL CIR
STEEL PAUL M
NATURAL E/A I/A
RIVERFRONT
06-18-20180
0
0
Print Date 9/18/2023
ZIP CODE 2664:
I
I
I
RESIDNTL
RES LAND
VOTE Y
PRIVATE GRANDVIEW DR-
150B
M_311122_826455GIS ID
PLAN #
Alt Prcl ID 81/ X005/ / /
FRANKLIN MA 02038 02/19/1996VOTE DATE
BETTERMENTS
00
VC
1,150,000
0
0
SALE PRICE
D1348500
213180
STEEL PAUL M
MILLS CAROL E
MILLS CAROL E
BK-VOL/PAGERECORD OF OWNERSHIP
1013
Account #12811 Bldg #1 Sec # 1 of Card # of
66 GRANDVIEW DR
Element
Dep % Ovr
Dep Ovr Comment
Misc Imp Ovr
Misc Imp Ovr Comment
Cost to Cure Ovr
Element
Undeprec Value
COST / MARKET VALUATION
77
471,200
Adjust Type
CONDO DATA
Factor%
12811
Property Location
Vision ID
Map ID Bldg Name State Use
Print Date111
Description
Cost to Cure Ovr Comment
Description
Code
OB - OUTBUILDING & YARD ITEMS(L) / XF - BUILDING EXTRA FEATURES(B)
BUILDING SUB-AREA SUMMARY SECTION
Unit Cost
RCNLD
Condition
1
0Ext. Comment
0Functional Obsol
23
Year Remodeled
Remodel Rating
1960Year Built
611,932
G
First Floor
Basement, Finished
Garage
Porch, Open, Finished
Porch, Screen, Finished
Attic, Unfinished
Deck, Wood
BAS
FBM
FGR
FOP
FSP
UAT
WDK
Ttl Gross Liv / Lease Area
1,672
0
0
0
0
0
0
1,672 4,336
1,672
376
202
16
63
84
15
2,428
249.77
112.47
99.71
49.95
62.44
25.07
24.33
417,609
93,912
50,453
3,996
15,735
20,980
3,746
Parcel Id 0.0
SB
C
CONSTRUCTION DETAIL CONSTRUCTION DETAIL (CONTINUED)
Owne
Condo Flr
Condo Unit
Code Description
FPL1
PAT1
EOS
FPO
Code Description Living Area
1,672
835
506
80
252
837
154
Floor Area
Appr. Value
1,700
400
0
800
Depreciation Code
Building Value New
Effective Year Built
Depreciation %
Trend Factor
Condition %
Percent Good
Unit Price Yr Blt
1990
1960
1990
Cond. Cd
77
100
77
100
% Gd Grade Grade Adj.
0.00
0.00
0.00
0.00
Description
FIREPLACE 1
PATIO-AVG
Encl Outs Shw
EXTRA FPL O
B
L
B
B
L/B Units
1
170
1
1
2200.00
2.50
0.00
800.00
91/ 177/ / /
Cd
Eff Area
606,431
Cd
Style:
Model
Grade:
Stories:
Occupancy
Exterior Wall 1
Exterior Wall 2
Roof Structure:
Roof Cover
Interior Wall 1
Interior Wall 2
Interior Flr 1
Interior Flr 2
Heat Fuel
Heat Type:
AC Type:
Total Bedrooms
Total Bthrms:
Total Half Baths
Total Xtra Fixtrs
Total Rooms:
Bath Style:
Kitchen Style:
Cape Cod
Residential
Average +10
1 Story
Wood Shingle
Gable/Hip
Asph/F Gls/Cmp
Drywall/Sheet
Plywood Panel
Hardwood
Ceram Clay Til
Gas
Hot Water
Central
3 Bedrooms
7 Rooms
Average
Average
04
01
04
1
14
03
03
05
04
12
11
03
05
03
03
2
0
7
02
02
9/18/2023