Richmond Place Pre-Application Plan Project Narrative
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Pre-Application Plan Project Narrative
For
Richmond Place
A Proposed 69-Unit Residential Community
(25% Low- and Moderate- Income Housing)
38 Stilson Road
Richmond, Rhode Island
AP 4-B, Lots 59, 59-2 & 59-3
Prepared for:
CT Narayanan
35 Howland Avenue
East Providence, RI 02914
Submission Date:
May 2021
Submitted by:
Pre-Application Plan Narrative May 2021
Richmond Place - 69-Unit Residential Development
Richmond, Rhode Island
TABLE OF CONTENTS
1 INTRODUCTION .................................................................................................... 2
2 SITE LOCATION AND PHYSICAL DESCRIPTION ........................................ 2
2.1 Existing Conditions......................................................................................................... 2
2.2 Soil Classification ........................................................................................................... 3
2.3 Topography ..................................................................................................................... 4
2.4 Flood Zone Classification ............................................................................................... 4
2.5 Freshwater Wetlands ....................................................................................................... 5
2.6 Watershed ....................................................................................................................... 5
2.7 Recreational Resource Inventory .................................................................................... 5
2.8 Zoning ............................................................................................................................. 5
2.9 Easements ....................................................................................................................... 6
2.10 Utilities............................................................................................................................ 6
3 PROPOSED SCOPE OF WORK ............................................................................ 6
3.1 General ............................................................................................................................ 6
3.2 Utilities............................................................................................................................ 7
3.3 Stormwater Management ................................................................................................ 7
4 PERMIT REQUIREMENTS................................................................................... 7
4.1 Local Permit Requirements............................................................................................. 7
4.1.1 Local Board of Review ............................................................................................... 7
4.1.2 Town of Richmond Fire Department .......................................................................... 8
4.1.3 Town of Richmond Engineering Division / Department of Public Works Review ... 8
4.1.4 Richmond Water Department and LaFramboise Water Service................................. 8
4.2 State Permit Requirements .............................................................................................. 8
4.2.1 Rhode Island Department of Environmental Management (RIDEM) ........................ 8
APPENDICES
Appendix A: Soil Evaluation Test Hole Logs
Appendix B: Freshwater Wetland Delineations Report
Appendix C: Watershed Maps
Appendix D: Conceptual Site Plans
Appendix E: Conceptual Floor Plans and Architectural Renderings
1
Pre-Application Plan Narrative May 2021
Richmond Place - 69-Unit Residential Development
Richmond, Rhode Island
1 INTRODUCTION
On behalf of our client, CT Narayanan, Joe Casali Engineering, Inc. (JCE) has prepared the
following Project Narrative to identify existing and proposed site conditions related to a proposed
residential development. The subject property, known as Tax Assessor’s Plat (AP) 4B, Lots 59,
59-2, and 59-3 is located at 38 Stilson Road, Richmond, Rhode Island. The subject properties are
currently vacant and are within the General Business (GB) Zoning District.
2 SITE LOCATION AND PHYSICAL DESCRIPTION
2.1 Existing Conditions
According to a Class I Comprehensive Boundary Survey completed by Waterman Engineering
Company in February 2021, the total area of the subject property is approximately 9.838 acres.
The subject property has road frontage along the western side of Stilson Road and is bound by a
100-unit condominium residential community entitled “Fox Run Condominiums” to the south (AP
4B, Lot 62), Interstate Route 95 to the west, and a single-family dwelling (AP 4B, Lot 40) and
vacant industrial land (AP 4B, Lot 59-1) to the north. Based on a review of historical aerial photos,
the site was clear-cut between 1997 and 2008. It appears that a portion of the site was covered in
a sandy/rocky fill material and the northeastern corner of the site was paved between 2011 and
2014. Refer to Figure 1 – Locus Map.
N
Approximate
AP 4B, Lot 59-1 Property Line
AP 4B,
Lot 40
AP 4B, Lot 59
5.74 Acres AP 4B, Lot 59-2
2.1 Acres
AP 4B, Lot 59-3
1.997 Acres
AP 4B, Lot 62
“Fox Run
Condominiums”
Figure 1 - Locus Map
NOT TO SCALE
2
Pre-Application Plan Narrative May 2021
Richmond Place - 69-Unit Residential Development
Richmond, Rhode Island
2.2 Soil Classification
According to the Web Soil Survey (WSS) operated by the US Department of Agriculture Natural
Resources Conservation Service (NRCS), produced by the National Cooperative Soil Survey, the
soils on the site consist of Canton and Charlton fine sandy loams, 3 to 15% slopes, extremely stony
(CkC), Deerfield loamy sand, 8-15% slopes (Dc) and Hinckley loamy sand, 8 to 15% slopes
(HkC).
Canton and Charlton fine sandy loam consist of coarse-loamy melt-out till derived from granite,
gneiss, and/or schist. These soils are well drained with a low runoff class. CkC soils are assigned
to Hydrologic Soil Group “B”. Deerfield loamy sand consist of sandy outwash derived from
granite, gneiss, and/or quartzite. These soils are moderately well drained and have a negligible
runoff class. Dc soils are assigned to Hydraulic Soil Group “A”. Hinckley loamy sands consist
of sandy and gravelly glaciofluvial deposits derived from gneiss and/or schist. These soils are
excessively drained and have a very low runoff class. HkC soils are assigned to Hydraulic Soil
Group “A” and are classified as farmland of statewide importance.
Approximate
Property Line N
Soil Description
(Typ.)
CkC
HkC
Dc
Figure 2 - Soils Map
NOT TO SCALE
Per a RIDEM Records Request, soil evaluations for purposes of On-Site Wastewater Treatment
System (OWTS) design, were performed by Kevin Fetzer (License Number: D-4029) on
3
Pre-Application Plan Narrative May 2021
Richmond Place - 69-Unit Residential Development
Richmond, Rhode Island
September 4, 2018, and January 3, 2019. Twelve (12) soil evaluations were completed (TH-1801
through TH-1806 and TH-1901 through TH-1906). The depth to the seasonal high groundwater
table (SHGWT) ranged from 36- to 96-inches below the ground surface. A limiting layer was not
encountered. The soil evaluations are included in Appendix A. Additional soil evaluations to
determine site specific soil application rates for use in the overall drainage design for the proposed
development will be scheduled as the project progresses.
2.3 Topography
According to the Class III Topographic Survey completed by Waterman Engineering Company in
February 2021, the site generally slopes from north to south, with slopes ranging between 2-8
percent. There is an approximate 28-feet change in grade throughout the parcel with the highest
elevation being approximately 149-feet along the northern property line and the lowest elevation
being approximately 121-feet along the southwestern corner of the property. There is an area of
steep grades along the northern property line of approximately 50%. All elevations are referenced
to the North American, Vertical Datum of 1988 (NAVD 88).
2.4 Flood Zone Classification
The site is located on the Flood Insurance Rate Map for the Town of Richmond, Map Numbers
44009C0064J and 44009C0068J, effective date April 3, 2020. The subject parcel is located within
Flood Zone X, which is defined as areas determined to be outside the 0.2% annual chance flood
plain.
Approximate
Property Line
Figure 3 – FEMA Flood Insurance Rate Map
NOT TO SCALE
4
Pre-Application Plan Narrative May 2021 Richmond Place - 69-Unit Residential Development Richmond, Rhode Island 2.5 Freshwater Wetlands According to the Freshwater Wetland Delineations Report completed by Natural Resource Services, Inc. (NRS) in January 2021 there is a small, forested wetland (
Pre-Application Plan Narrative May 2021
Richmond Place - 69-Unit Residential Development
Richmond, Rhode Island
substantial portion of the town’s water supply though regulation of certain land uses and activities
in the areas over the groundwater reservoirs and recharge areas. This overlay stipulates that
sanitary wastewater discharge into on-site septic systems shall not average more than 350 gallons
per acre per day. (A waiver from this requirement is anticipated with the proposed utilization of
pre-treatment technology).
2.9 Easements
According to the Class I Comprehensive Boundary Survey and Class III Topographic Survey
completed by Waterman Engineering Company in February 2021, there are no known existing
easements within the subject property.
2.10 Utilities
Water: A 12” class 52 ductile iron water main exists within Stilson Road. There are two (2)
hydrants located immediately in front of the subject parcel. Existing water utility infrastructure is
owned by the Richmond Water Department and operated by LaFramboise Water Service, Inc.
Sewer: Sewer is not available to the project site. The residential development will be serviced by
a shared Onsite Wastewater Treatment System (OWTS).
Electric/Communications/Gas: Electric and communication services are available via overhead
lines along the eastern side of Stilson Road. Electrical poles and associated utilities are owned and
maintained by National Grid. Gas services are not available to the project site.
3 PROPOSED SCOPE OF WORK
3.1 General
The applicant is proposing to construct a 69-unit residential community on the subject parcel. The
project consists of sixteen (16) duplex townhouses, one (1) triplex townhouse and thirteen (13)
flats each containing two units. The townhouses have been designed so each unit will have three
stories, a single-car garage located on the lowest level and a private patio area at the rear of the
residential structure. The flats have been designed so each unit will have its own floor with a
single-car garage on the lowest level. The first-floor unit will have a patio and the second-floor
unit will have a deck above. All units will have two bedrooms. The proposed development will
be accessed off Stilson Road by a 20-foot wide, 2,205 foot-long, private roadway. The private
roadway will be owned and maintained by the proposed Homeowner’s Association. Trash
collection will be handled within the development and will be provided by the Town via individual
trash and recycling bins.
6
Pre-Application Plan Narrative May 2021
Richmond Place - 69-Unit Residential Development
Richmond, Rhode Island
The project is proposed as a Comprehensive Permit with low and moderate-income housing (LMI).
Per Chapter 18.39 of the Richmond Zoning Ordinance, at least 25% of the proposed housing will
need to be designated as LMI. The project is proposing a 69-unit residential community, with
eighteen (18) of the units designated as LMI or 26%.
3.2 Utilities
Water: A water service is proposed to be extended from the existing 12” class 52 ductile iron
water main within Stilson Road to provide domestic services to the development. An above-
ground heated enclosure is anticipated for the residential use. All water improvements will require
review and approval from the Richmond Water Department and LaFramboise Water Service, Inc.
Onsite Wastewater Treatment System: Sewer service is not available to the project site, therefore;
an Onsite Wastewater Treatment System (OWTS) will service the residential development. Given
the shallow groundwater tables observed on site, pressurized drain fields will be required. The
OWTS design will require review and approval by the RIDEM as a new construction application.
Electric/Communications/Gas: Electric services are proposed underground with connection to
existing National Grid Services within Stilson Road. Gas services are not available to the project
area.
3.3 Stormwater Management
The existing site is composed of four (4) watershed areas contributing to two (2) design points, as
shown on the Existing Conditions Watershed Map and the Proposed Conditions Watershed Map
included in Appendix C. Stormwater runoff from the proposed rooftops, driveways and roadways
are proposed to be routed to two (2) aboveground infiltration basins that will ultimately discharge
to Canob Pond, mimicking existing conditions.
4 PERMIT REQUIREMENTS
4.1 Local Permit Requirements
4.1.1 Local Board of Review
The Applicant wishes to develop the proposed 69-Unit Residential Community as a
Comprehensive Permit. The permitting schedule is as follows, and consists of abutter notification,
public meetings, and Local Board of Review Approvals:
1. Pre-Application Conference
2. Master Plan Hearing
7
Pre-Application Plan Narrative May 2021
Richmond Place - 69-Unit Residential Development
Richmond, Rhode Island
3. Preliminary Plan Hearing
4. Final Plan Hearing
4.1.2 Town of Richmond Fire Department
The proposed project’s layout will require review and approval from the Town of Richmond’s Fire
Marshal.
4.1.3 Town of Richmond Engineering Division / Department of Public Works Review
The proposed project will require review and approval from the Town of Richmond Engineering
Division and the Town of Richmond Department of Public Works.
4.1.4 Richmond Water Department and LaFramboise Water Service
The project’s new domestic and fire protection services will require review and approval from the
Richmond Water Department and their Operations Contract Manager LaFramboise Water Service,
Inc.
4.2 State Permit Requirements
4.2.1 Rhode Island Department of Environmental Management (RIDEM)
A submission to the Rhode Island Department of environmental Management (RIDEM) Office of
Water Resources/Freshwater Wetlands Program will be required for a Preliminary Determination
(PD) Application to discharge proposed drainage infrastructure into adjacent wetlands regulated
by RIDEM.
A submission to the RIDEM Office of Water Resources will be required for the proposed OWTS.
8
Pre-Application Plan Narrative May 2021
Richmond Place - 69-Unit Residential Development
Richmond, Rhode Island
Appendix A
Soil Evaluation Test Hole Logs
91829-1302
Richmond Realty Associates, LLC
38 Stilson Road, AP 4B 59-2 & 59-3, Richmond
September 4, 2018
Kevin Fetzer D-4029
Sunny X 0800
1801
^C 36 - 32 a s 2.5Y 5/3 gs O - sg loose 1m
^C2 32 - 0 a s 2.5Y 4/4 gls O - m vfr 6m
7.5YR 5/6 m–c-p
2C 0 - 72 a s 2.5Y 5/2 gls O-m fr 6m
10YR 5/2 m–c-f
3C 72 - 84 10YR 5/4 lfs O-m fr 6
1802
^C 45 - 0 a s 2.5Y 5/6 gs O - sg loose 1m
C 0 - 51 2.5Y 5/4 gls O-m fr 6m
HTM/Ablation till 120” - 96”
- - No Ledge Encountered
24” OG - 24” OG OG = Original GradeUP 6 Pound Road UP 5
LT-1
10’
AP 60 Lot 29B 15’ 10’
20’
Westerly 35’ LT-1803 SE-1801 20’
SE-3
SE-3
45’ EXISTING
Driveway
20’ 50’
8’
23’
30’
30’
LT-1802 18’
SE-4 GARAGE 81’ 82’
Catamaran Street
Existing House #2
SE-1802 LT-1804 22’ UP-1 35’ 83’
5’ 33’
40’-50’
25’ 31’30’35’10’
SE-1801 15’
N 21’
8’
25’
LT-1
LT-2
LT-3
25’30’
Not to Scale
0
X
X
X
X
X
X
Upland
Pitch Pine over cleared, disturbed area. Previously an excavation operation.
Soil Evaluations witnessed by RIDEM Inspector Peter O’Rourke
The soil evaluation results will provide soil texture and the estimated depth to the Seasonal High Water Table (SHWT) based upon qualitative field assessment techniques. No lab analysis of soil
material is proposed to verify qualitative estimates in the field. To definitively determine the actual depth to the SHWT, it is necessary to install monitoring wells/pipes and record water level
fluctuations over a long time period. No long-term monitoring is proposed. Original soil texture and SHWT estimates may need to be revised based upon additional information from other soil
evaluations, excavations, and/or bottom inspections prior to the OWTS installation or drainage structure installation. Soil evaluations for septic system design only, not for foundation elevation.
D-4029 D-4029
= kfet1829-1302
Richmond Realty Associates, LLC
38 Stilson Road, AP 4B 59-2 & 59-3, Richmond
September 4, 2018
Kevin Fetzer D-4029
Sunny X 0800
1803
^C 24 - 0 a s 10YR 5/6 gsl O - sg loose 1m
C 0 - 84 10YR 5/2 gls O - m vfr 6m
1804
^C 12 - 0 a s 10YR 5/6 gsl O - sg loose 1m
C 0 - 24 a s 2.5Y 4/4 gls O-m fr 6m
2C 24 - 42 a s 2.5Y 5/4 lfs O-m fr 6
3C 42 - 96 2.5Y 5/6 gcos O - sg loose 1m
HTM/Ablation Till - HTM/Ablation till/Ice Contact 108” - 108”
- - No Ledge Encountered
24” OG - 48” OG OG = Original GradeUP 6 Pound Road UP 5
LT-1
10’
AP 60 Lot 29B 15’ 10’
20’
Westerly 35’ LT-1803 SE-1801 20’
SE-3
SE-3
45’ EXISTING
Driveway
20’ 50’
8’
23’
30’
30’
LT-1802 18’
SE-4 GARAGE 81’ 82’
Catamaran Street
Existing House #2
SE-1802 LT-1804 22’ UP-1 35’ 83’
5’ 33’
40’-50’
25’ 31’30’35’10’
SE-1801 15’
N 21’
8’
25’
LT-1
LT-2
LT-3
25’30’
Not to Scale
0
X
X
X
X
X
X
Upland
Pitch Pine over cleared, disturbed area. Previously an excavation operation.
Soil Evaluations witnessed by RIDEM Inspector Peter O’Rourke
The soil evaluation results will provide soil texture and the estimated depth to the Seasonal High Water Table (SHWT) based upon qualitative field assessment techniques. No lab analysis of soil
material is proposed to verify qualitative estimates in the field. To definitively determine the actual depth to the SHWT, it is necessary to install monitoring wells/pipes and record water level
fluctuations over a long time period. No long-term monitoring is proposed. Original soil texture and SHWT estimates may need to be revised based upon additional information from other soil
evaluations, excavations, and/or bottom inspections prior to the OWTS installation or drainage structure installation. Soil evaluations for septic system design only, not for foundation elevation.
D-4029 D-4029
= kfet1829-1302
Richmond Realty Associates, LLC
38 Stilson Road, AP 4B 59-2 & 59-3, Richmond
September 4, 2018
Kevin Fetzer D-4029
Sunny X 0800
1805
^C 12 - 0 a s 10YR 5/6 gsl O - sg loose 1m
C 0 - 72 2.5Y 5/4 gls O - m vfr 6m
Ledge 72
1806
^C 12 - 0 a s 10YR 5/6 gsl O - sg loose 1m
C 0 - 90 2.5Y 5/4 gls O-m fr 6m
HTM/Ablation till 84”
- 102”
- - 72” OG - None
24” OG - 24” OG OG = Original GradeSE-4
SE-1903 55’ 40’-50’
Driveway
Catamaran Street
30’
20’
SE-3
SE-3
45’ 50’
8’
23’
30’
30’
Stilson Road
18’ 81’ 82’
#2SE-1
35’ 83’
AP 4B Lot 59-2 & 59-3, Richmond 10’
N 8’
21’
135’ 25’
LT-1
LT-2
SE-1901 LT-3
SE-1902
25’30’
40’ 55’
12’
Not to Scale
0
X
X
X
X
X
X
Upland – Disturbed (Excavated/filled) site
Pitch Pine
Soil Evaluations inspected by RIDEM inspector Peter O’Rourke
The soil evaluation results will provide soil texture and the estimated depth to the Seasonal High Water Table (SHWT) based upon qualitative field assessment techniques. No lab analysis of soil
material is proposed to verify qualitative estimates in the field. To definitively determine the actual depth to the SHWT, it is necessary to install monitoring wells/pipes and record water level
fluctuations over a long time period. No long-term monitoring is proposed. Original soil texture and SHWT estimates may need to be revised based upon additional information from other soil
evaluations, excavations, and/or bottom inspections prior to the OWTS installation or drainage structure installation. Soil evaluations for septic system design only, not for foundation elevation.
D-4029 D-4029
= kfet1829-1302
Richmond Realty Associates LLC
38 Stilson Road, AP 4B Lot 59-2 & 59-3, Richmond
January 3, 2019
Kevin Fetzer D-4029
Sunny X 0800
1901
^C 9-0 a s 10YR 3/6 s O - sg loose 1
C 0 - 30 a s 5Y 4/2 gsl O - m fr 6m
2C 30-84 a s 2.5Y 4/2 gsl O-m fr 6
3C 84-120 2.5Y 6/3 cb vgls O-m fr 6m
1902
^C 48 - 0 a s 2.5Y 5/2 gls O–m fr 6m
Apb 0-9 a s 10YR 2/1 fsl 1 sbk f fr 4
Bw 9 - 17 a s 10YR 5/4 fsl 1 sbk f fr 4
C 17 - 72 2.5Y 5/4 gls O - sg loose 1m
HTM/Loose Ablation Till/Ice Contact 120” - 120”
- - No Ledge Encountered
96” OG - 60” OG OG = Original Grade
Some Boulders present in fill material.SE-4
SE-1903 55’ 40’-50’
Driveway
Catamaran Street
30’
20’
SE-3
SE-3
45’ 50’
8’
23’
30’
30’
Stilson Road
18’ 81’ 82’
#2SE-1
35’ 83’
AP 4B Lot 59-2 & 59-3, Richmond 10’
N 8’
21’
135’ 25’
LT-1
LT-2
SE-1901 LT-3
SE-1902
25’30’
40’ 55’
12’
Not to Scale
0
X
X
X
X
X
X
Upland – Disturbed (Excavated/filled) site
Pitch Pine
Soil Evaluations inspected by RIDEM inspector Peter O’Rourke
The soil evaluation results will provide soil texture and the estimated depth to the Seasonal High Water Table (SHWT) based upon qualitative field assessment techniques. No lab analysis of soil
material is proposed to verify qualitative estimates in the field. To definitively determine the actual depth to the SHWT, it is necessary to install monitoring wells/pipes and record water level
fluctuations over a long time period. No long-term monitoring is proposed. Original soil texture and SHWT estimates may need to be revised based upon additional information from other soil
evaluations, excavations, and/or bottom inspections prior to the OWTS installation or drainage structure installation. Soil evaluations for septic system design only, not for foundation elevation.
D-4029 D-4029
= kfet1829-1302
Richmond Realty Associates LLC
38 Stilson Road, AP 4B Lot 59-2 & 59-3, Richmond
January 3, 2019
Kevin Fetzer D-4029
Sunny X 0800
1903
^C 16 - 0 a s 2.5Y 5/2 ls O - sg loose 1
C 0 - 16 a s 10YR 5/4 gls O - sg loose 1m
2C 16 - 38 a s 2.5Y 5/6 gls O-m fr 6m
3C 38 - 92 2.5Y 6/3 cb vgls O-m fr 6m
HTM/Loose Ablation Till/Ice Contact 108”
- - No Ledge Encountered
78” OG OG = Original Grade
Some Boulders present in fill material.SE-4
AP 4B Lot 59, Richmond 40’-50’
Driveway
Catamaran Street
N 20’
SE-3
SE-3
45’ 50’
8’
23’
30’
30’
Stilson Road
18’ 81’ 82’
#2SE-1
35’ 83’
SE-1904 105’ 10’
8’
21’
160’
25’
LT-1
LT-2
LT-3
230’ SE-1906 Trailer 25’30’
30’
45’ Trailer
170’
SE-1905
Gravel Rd Not to Scale
0
X
X
X
X
X
X
Upland – Disturbed (Excavated/filled) site
Pitch Pine
Soil Evaluations inspected by RIDEM inspector Peter O’Rourke
The soil evaluation results will provide soil texture and the estimated depth to the Seasonal High Water Table (SHWT) based upon qualitative field assessment techniques. No lab analysis of soil
material is proposed to verify qualitative estimates in the field. To definitively determine the actual depth to the SHWT, it is necessary to install monitoring wells/pipes and record water level
fluctuations over a long time period. No long-term monitoring is proposed. Original soil texture and SHWT estimates may need to be revised based upon additional information from other soil
evaluations, excavations, and/or bottom inspections prior to the OWTS installation or drainage structure installation. Soil evaluations for septic system design only, not for foundation elevation.
D-4029 D-4029
= kfet9829-1852
Richmond Realty Associates LLC
38 Stilson Road, AP 4B Lot 59, Richmond
January 3, 2019
Kevin Fetzer D-4029
Sunny X 0800
1904
^C 48 - 0 a s 2.5Y 4/3 gls O - m vfr 6m
2C 0 - 48 2.5Y 5/2 gls O - m fr 6m
1905
^C 11 - 0 a s 10YR 5/4 gs O – sg loose 1m
Bb 0-9 a s 10YR 6/3 gsl 1 sbk f fr 3
2C 9 - 49 a s 10YR 5/4 vgs O - sg loose 1m
3C 49 - 97 2.5Y 7/3 fs O - sg loose 1
HTM/ Ice Contact 96” - 108”
24” OG - No Ledge Encountered
12” OG - 84” OG OG = Original Grade
SE-4
AP 4B Lot 59, Richmond 40’-50’
Driveway
Catamaran Street
N 20’
SE-3
SE-3
45’ 50’
8’
23’
30’
30’
Stilson Road
18’ 81’ 82’
#2SE-1
35’ 83’
SE-1904 105’ 10’
8’
21’
160’
25’
LT-1
LT-2
LT-3
230’ SE-1906 Trailer 25’30’
30’
45’ Trailer
170’
SE-1905
Gravel Rd Not to Scale
0
X
X
X
X
X
X
Upland – Disturbed (Excavated/filled) site
Pitch Pine
Soil Evaluations inspected by RIDEM inspector Peter O’Rourke
The soil evaluation results will provide soil texture and the estimated depth to the Seasonal High Water Table (SHWT) based upon qualitative field assessment techniques. No lab analysis of soil
material is proposed to verify qualitative estimates in the field. To definitively determine the actual depth to the SHWT, it is necessary to install monitoring wells/pipes and record water level
fluctuations over a long time period. No long-term monitoring is proposed. Original soil texture and SHWT estimates may need to be revised based upon additional information from other soil
evaluations, excavations, and/or bottom inspections prior to the OWTS installation or drainage structure installation. Soil evaluations for septic system design only, not for foundation elevation.
D-4029 D-4029
= kfet9829-1852
Richmond Realty Associates LLC
38 Stilson Road, AP 4B Lot 59, Richmond
January 3, 2019
Kevin Fetzer D-4029
Sunny X 0800
1906
^C 8-0 a s 10YR 4/6 gls O - sg loose 1m
2C 0 - 41 a s 2.5Y 5/2 gls O - m fr 6m
3C 41-100 10YR 5/4 vgs O - sg loose 1m
HTM/ Ice Contact 108”
98” OG No Ledge Encountered
72” OG OG = Original Grade
UP 6 Pound Road UP 5
LT-1
10’
AP 60 Lot 29B 15’ 10’
20’
Westerly 35’ LT-1803 SE-1801 20’
SE-3
SE-3
45’ EXISTING
Driveway
20’ 50’
8’
23’
30’
30’
LT-1802 18’
SE-4 GARAGE 81’ 82’
Catamaran Street
Existing House #2
SE-1802 LT-1804 22’ UP-1 35’ 83’
5’ 33’
40’-50’
25’ 31’30’35’10’
SE-1801 15’
N 21’
8’
25’
LT-1
LT-2
LT-3
25’30’
Not to Scale
0
X
X
X
X
X
X
Upland
Pitch Pine over cleared, disturbed area. Previously an excavation operation.
Soil Evaluations witnessed by RIDEM Inspector Peter O’Rourke
The soil evaluation results will provide soil texture and the estimated depth to the Seasonal High Water Table (SHWT) based upon qualitative field assessment techniques. No lab analysis of soil
material is proposed to verify qualitative estimates in the field. To definitively determine the actual depth to the SHWT, it is necessary to install monitoring wells/pipes and record water level
fluctuations over a long time period. No long-term monitoring is proposed. Original soil texture and SHWT estimates may need to be revised based upon additional information from other soil
evaluations, excavations, and/or bottom inspections prior to the OWTS installation or drainage structure installation. Soil evaluations for septic system design only, not for foundation elevation.
D-4029 D-4029
= kfetPre-Application Plan Narrative May 2021
Richmond Place - 69-Unit Residential Development
Richmond, Rhode Island
Appendix B
Freshwater Wetland Delineations Report
10Natural Resource Services, Inc.
January 21, 2021
William Lavery Jr.
Joe Casali Engineering Inc.
300 Post Road
Warwick, RI 02888
RE: Freshwater Wetland Delineations
38 Stilson Road; A.P. 4B, Lots 59, 59-2 & 59-3
Richmond, Rhode Island
Dear Mr. Lavery:
Natural Resource Services, Inc. (NRS) has completed the freshwater wetland delineation
within the above referenced properties. This fieldwork was performed by staff biologist Hannah
Chace on January 20th, 2021. The wetland delineation was established in accordance with the
standards outlined in Appendix 2 of the Rules and Regulations Governing the Administration
and Enforcement of the Freshwater Wetlands Act (250 RICR 150-15-1). These land-use
regulations are administered by the RI Department of Environmental Management (DEM),
Office of Water Resources (OWR). It is important to note that in accordance with Section 1.8
(C)(4) of these regulations, all delineations performed by wetland consultants are not considered
to be accurate for state regulatory purposes until the work is reviewed and approved by the
DEM, OWR.
As part of our work, a hand-held GPS unit was used to locate the established wetland
flagging. While this location work should not be construed as a professional survey, the data
obtained is valuable for preliminary planning purposes. An aerial photograph is attached to this
letter. The GPS data has been added as an overlay on the photo to provide a visual
representation of the established wetland delineation.
The town tax assessor’s database lists the combined subject lots as approximately 9.84
acres in size. The parcel has road frontage along the western side of Stilson Road and is located
east of I-95. The commercial site is vacant. Based on review of historic aerial photos, it is
apparent that the site was clear-cut between 1997 and 2008. It also appears that this portion of
the site was then covered in a sandy/rocky fill material and the north eastern corner paved
between 2011 and 2014. The surrounding area is developed with commercial buildings, a
residential community, a solar field, and a highway. It may be important to note that the entire
site is located within a natural heritage area.
NRS has field delineated a small forested wetland (three (3) acre threshold to be considered a swamp. You will notice that no perimeter wetland is
applied to this edge.
It is important to note that a new state freshwater wetlands law was enacted in July of
2015. This law made changes to the jurisdictional limits currently utilized in the regulations.
The Department of Environmental Management (DEM) is writing new regulations pursuant to
this statute which will require buffer zones for all freshwater wetlands. While a comprehensive
timeline has not been established for the enactment of these rules, it is anticipated that they will
be in effect at some point in 2021. If you submit an application for development prior to the
promulgation of these rules, your project would then be grandfathered under the current wetland
regulations and not subject to any new standards.
Please do not hesitate to contact me if you have any questions regarding the information
presented in this letter of findings.
Very truly yours,
Scott P. Rabideau, PWS
Principal
Enclosures
2Legend
Approximate Site Location (GIS)
#
* Approximate Wetland Delineation
Approximate Wetland Edge (GPS Located)
Approximate Wetland Area
5
I-9
Feet
0 100 200 400
StilsonRd
rebar
A9 #
* * A1
#
" ##
**#* #
*
* #
# *#
*
A5
corner pipe
"
0
# drain
*up
5
I-9
nail 6 ?
!
FOR ILLUSTRATIVE PURPOSES ONLY
Within Natural Heritage Area NOT A SURVEY PLAN
Site Sketch Depicting
Approximate Wetland Delineation
38 Stilson Road
A.P. 4B, Lots 59, 59-2 & 59-3
Performed by:
Hannah Chace, Staff Biologist - 1/20/2021
µApril 2020 aerial
RI DEM Mapping
Natural Resource Services, Inc.
Located using a handheld Trimble GeoXH PO Box 311 p: (401) 568-7390
Richmond, RI
180 Tinkham Lane f: (401) 568-7490
Harrisville, RI 02830
(c) RIGISFOR ILLUSTRATIVE PURPOSES ONLY
NOT A SURVEY PLAN
USGS Topographic Map Approximate Site Location
38 Stilson Road
A.P. 4B, Lots 59, 59-2 & 59-3
Richmond, RI
Hope Valley Quad Map 0
USGS Topographic Series
Contour Interval 10 Feet
National Geodetic Vertical Datum of 1929
1,000 2,000
Feet
4,000
180 Tinkham Lane
Harrisville, RI 02830
µ
Natural Resource Services, Inc.
PO Box 311 p: (401) 568-7390
f: (401) 568-7490
(c) RIGISWetland Edge Delineation Data Form (WETLAND)
Applicant: Wetland No.
Project: 38 Stilson Rd - A.P. 4B, Lots 59, 59-2 & 59-3 Flag No. Sequence: A1 - A9
City/Town:Richmond Date: 1/20/2021
Vegetation: List the three dominant species in each vegetative strata along with their
NWI status:
Indicator Indicator
Tree Status Herbs Status
1. Pinus strobus FACU 1. Osmundastrum cinnamomea FACW
2. Quercus rubra FACU 2. Lycopodium dendroideum FACU
3. 3.
Saplings/Shrubs Woody Vines
1. Vaccinium corymbosum FACW 1.
2. 2.
3. 3.
List other vegetative species noted which may have affected determination of the
wetland edge: .
Soil: SCS Soil Survey Mapping Unit: CkC
On Hydric Soils List? (Y/N) No
Soil Profile (Note wetland flag no. nearest soil test pit): A3
Horizon Depth Matrix Color Mottling Depth to Depth to
Description Saturation Free Water
Ap 0-12" 10YR 2/1 @7" 10YR 5/6
Bg 12-18" 10YR 4/2
Other hydrological indicators (e.g. water marks, drainage patterns, root rhizospheres,
etc.; see Appendix 4(A)(4) of the Rules):
Landscape position: Backslope
Altered/atypical situation? (describe)
Comments: More Vaccinium corymbossum present in wetland than upland
WTWEDF.MST - Rev February 20, 2001Wetland Edge Delineation Data Form (UPLAND)
Applicant: Wetland No.
Project: 38 Stilson Rd - A.P. 4B, Lots 59, 59-2 & 59-3 Flag No. Sequence: A1 - A9
City/Town: Richmond Date: 1/20/2021
Vegetation: List the three dominant species in each vegetative strata along with their
NWI status:
Indicator Indicator
Tree Status Herbs Status
1. Pinus strobus FACU 1. Lycopodium dendroideum FACU
2. Quercus rubra FACU 2.
3. 3.
Saplings/Shrubs Woody Vines
1. Vaccinium corymbosum FACW 1.
2. 2.
3. 3.
List other vegetative species noted which may have affected determination of the
wetland edge: .
Soil: SCS Soil Survey Mapping Unit: CkC
On Hydric Soils List? (Y/N) No
Soil Profile (Note wetland flag no. nearest soil test pit): A3
Horizon Depth Matrix Color Mottling Depth to Depth to
Description Saturation Free Water
Ap 0-15" 10YR 2/1
Bw 15-20" 10YR 3/3
Other indicators exhibiting an absence of wetland hydrology (e.g. absence of water
marks, lack of redoximorphic features, lack of oxidized rhizospheres, etc.):
Landscape position: Backslope
Altered/atypical situation? (describe)
Comments:
WTWEDF.MST - Rev February 20, 2001Pre-Application Plan Narrative May 2021
Richmond Place - 69-Unit Residential Development
Richmond, Rhode Island
Appendix C
Watershed Maps
11SCALE (FEET)
LEGEND WATERSHED 2B
0 50 100 200 400
15
WATERSHED BOUNDARY LINE AREA = 378,815 SF 0
TIME OF CONCENTRATION LINE 1 INCH = 100 FT
0
TC = 12.5 MIN.
13
Drainage ∙ Wetlands ∙ ISDS ∙ Traffic ∙ Floodplain
UNDERGROUND TIME OF CONCENTRATION LINE
JOE CASALI ENGINEERING, Inc.
CN = 62 170
Civil ∙ Site Development ∙ Transportation
300 Post Road, Warwick, RI 02888
JCE
WWW.JOECASALI.CO
16
0
H
WATERSHED 1A
RT
14
3 3 FA
NO
0
AREA = 241,004 SF
OVERALL WATERSHED TC = 14.6 MIN.
AREA = 760,400 SF CN = 69
0
300
160 WATERSHED 1B
0
AREA = 34,833 SF
Q:\20-61 CT Narayanan\20-61a Stilson Rd, Richmond\Drainage\Watershed Maps\Stilson Rd, Wyoming - [Watershed Maps] - R1.dwg May. 11, 2021 11:46am
TC = 13.6 MIN.
CN = 55
WATERSHED 2A
AREA = 105,748 SF
TC = 11.4 MIN.
CN = 57
0
15
130
140
15
0
14
INTERSTATE - ROUTE 95
0
PROPERTY LINE
(TYP.)
RICHMOND PLACE
RICHMOND, RHODE ISLAND
AP 4B, LOTS 59, 59-2 & 59-3
38 STILSON ROAD
130
OAD
ON R
0
13
STILS
REVISIONS:
NO. DATE. DESCRIPTION
120
DESIGNED BY: SD
DRAWN BY: SD
DP2 CHECKED BY:
DATE:
JAC
MAY 2021
132
DP1 130 PROJECT NO: 20-61
2 STORMWATER
12
REPORT
128 EXISTING
126
CONDITIONS
124
WATERSHED
13
0
120
MAP
12
8
SHEET
1 OF 1SCALE (FEET)
LEGEND 0 50 100
15 200 400
0
WATERSHED BOUNDARY LINE
0
1 INCH = 100 FT
13
TIME OF CONCENTRATION LINE
WATERSHED 2B 170
Drainage ∙ Wetlands ∙ ISDS ∙ Traffic ∙ Floodplain
UNDERGROUND TIME OF CONCENTRATION LINE
JOE CASALI ENGINEERING, Inc.
Civil ∙ Site Development ∙ Transportation
300 Post Road, Warwick, RI 02888
JCE
WWW.JOECASALI.CO
AREA = 378,815 SF
TC = 12.5 MIN. 16
CN = 69 0
14
H
RT
0
3 3 FA
WATERSHED 1A
NO
OVERALL WATERSHED AREA = 241,004 SF
AREA = 760,400 SF TC = 13.1 MIN.
0
CN = 65
300
160 WATERSHED 1B
AREA = 34,833 SF
0
Q:\20-61 CT Narayanan\20-61a Stilson Rd, Richmond\Drainage\Watershed Maps\Stilson Rd, Wyoming - [Watershed Maps] - R1.dwg May. 11, 2021 11:55am
TC = 14.6 MIN.
CN = 67
WATERSHED 2A
AREA = 105,748 SF
TC = 13.8 MIN.
CN = 61
0
15
130
140
15
0
14
INTERSTATE - ROUTE 95
0
PROPERTY LINE
(TYP.)
RICHMOND PLACE
RICHMOND, RHODE ISLAND
AP 4B, LOTS 59, 59-2 & 59-3
38 STILSON ROAD
130
AD
N RO
0
13
O
STILS
POTENTIAL
STORMWATER
MANAGEMENT AREA REVISIONS:
NO. DATE. DESCRIPTION
120
POTENTIAL
STORMWATER
MANAGEMENT AREA
DESIGNED BY: SD
DRAWN BY: SD
DP2 CHECKED BY: JAC
132
DP1 130 DATE:
PROJECT NO:
MAY 2021
20-61
122
STORMWATER
REPORT
128
126 PROPOSED
124 CONDITIONS
13
0 WATERSHED
120
MAP
12
8
SHEET
1 OF 1Pre-Application Plan Narrative May 2021
Richmond Place - 69-Unit Residential Development
Richmond, Rhode Island
Appendix D
Conceptual Site Plans
12PRE-APPLICATION PLAN FILING FOR A COMPREHENSIVE PERMIT SOIL EVALUATION TEST PIT DATA
GENERAL NOTES:
LOCUS MAP (NOT TO SCALE ) N SURFACE EL. SHWT / EL. DEPTH / EL.
1. CLASS I COMPREHENSIVE BOUNDARY SURVEY AND CLASS III TOPOGRAPHIC SURVEY PERFORMED BY WATERMAN ENGINEERING
SE-1901 129.00 96"/ 121.00 120"/ 119.00
COMPANY OF 46 SUTTON AVENUE, EAST PROVIDENCE, RI IN FEBRUARY 2021.
RICHMOND PLACE 2. THE LOCATION AND DEPTH OF EXISTING UTILITIES ARE APPROXIMATE AND HAVE BEEN PLOTTED FROM THE LATEST AVAILABLE
INFORMATION. THE UTILITY LOCATIONS ARE APPROXIMATE AND MAY NOT BE ALL INCLUSIVE. THE CONTRACTOR SHALL CHECK AND
VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, BOTH OVERHEAD AND UNDERGROUND, AND "DIG-SAFE" MUST BE NOTIFIED
SE-1902
SE-1903
SE-1904
127.00
130.00
133.47
60"/ 122.00
78"/ 123.50
12"/ 132.47
120"/ 117.00
108"/ 121.00
96"/ 125.47
A 69-UNIT RESIDENTIAL COMMUNITY PRIOR TO COMMENCING ANY CONSTRUCTION OPERATIONS. RESTORATION AND REPAIR OF DAMAGE TO EXISTING UTILITIES SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. NO EXCAVATION SHALL COMMENCE UNTIL
SE-1905 126.88 84"/ 119.88 108"/ 117.88
Drainage ∙ Wetlands ∙ ISDS ∙ Traffic ∙ Floodplain
JOE CASALI ENGINEERING, Inc.
Civil ∙ Site Development ∙ Transportation
300 Post Road, Warwick, RI 02888
JCE
ALL UTILITY COMPANIES AND/OR TOWN STAKEHOLDERS, WHOSE FACILITIES MIGHT BE AFFECTED BY ANY WORK, TO BE PERFORMED
WWW.JOECASALI.CO
SE-1906 131.00 72"/ 125.00 108"/ 122.00
(26% LOW AND MODERATE INCOME HOUSING) BY THE CONTRACTOR, ARE NOTIFIED AT LEAST 72 HOURS IN ADVANCE.
NOTES:
1. TEST PIT EVALUATIONS WERE CONDUCTED BY KEVIN FETZER, LICENSE NUMBER D-4029 IN
3. THIS SITE LIES IN ZONE X (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOOD), AS SHOWN ON THE FIRM
JANUARY 2019. SOIL EVALUATIONS ARE AVAILABLE TO THE CONTRACTOR UPON REQUEST.
MAPS FOR THE TOWN OF RICHMOND, COMMUNITY PANEL NUMBERS 44009C0064J AND 44009C0068J, MAPS EFFECTIVE APRIL 3, 2020.
38 STILSON ROAD 4. SOILS EXISTING ON THE SITE CONSIST OF CANTON AND CHARLTON FINE SANDY LOAMS, 3 TO 15% SLOPES, EXTREMELY STONY (CKC),
DEERFIELD LOAMY SAND, 8-15% SLOPES (DC) AND HINCKLEY LOAMY SAND, 8 TO 15% SLOPES (HKC). CkC SOILS ARE NOT CLASSIFIED
SITE
3 3 FA
RICHMOND, RHODE ISLAND AS PRIME FARMLAND. HkC SOILS ARE FARMLAND OF STATEWIDE IMPORTANCE.
INDEX OF DRAWINGS
5. THE PROPOSED DEVELOPMENT IS LOCATED WITHIN THE UPPER WOOD RIVER WATERSHED.
AP 4B, LOTS 59, 59-2 & 59-3 SHEET NO.
1
PLAN
EXISTING CONDITIONS
0
6. THE PROPOSED DEVELOPMENT IS NOT LOCATED IN A WELLHEAD PROTECTION AREA, GROUNDWATER RESERVOIR OR PUBLIC 2 CONCEPTUAL SITE PLAN
3 UTILITY PLAN
DRINKING SUPPLY WATERSHED. THE SITE IS LOCATED PARTIALLY WITHIN A GROUNDWATER RECHARGE AREA, THE AQUIFER
ZONING DISTRICT: GENERAL BUSINESS (GB)
300
OVERLAY DISTRICT AND A NATURAL HERITAGE AREA. R1 CLASS I COMPREHENSIVE BOUNDARY SURVEY,
PREPARED BY WATERMAN ENGINEERING CO.,
7. WATER SERVICES ARE AVAILABLE WITHIN STILSON ROAD. DATED FEBRUARY 2021
0
OWNER APPLICANT ENGINEER 8. ELECTRIC SERVICES AND COMMUNICATION SERVICES ARE AVAILABLE VIA OVERHEAD LINES ALONG STILSON ROAD.
RICHMOND REALTY CT NARAYANAN JOE CASALI ENGINEERING, INC.
ASSOCIATES, LLC 35 HOWLAND AVENUE 300 POST ROAD ZONING CRITERIA REQUIRED EXISTING EXISTING EXISTING
1536 SCITUATE AVENUE EAST PROVIDENCE, RI 02914 WARWICK, RI 02888 ZONING DISTRICT GB GB GB GB
CRANSTON, RI 02920 (401) 944-1300 PHONE LOT 59 LOT 59-2 LOT 59-3
WWW.JOECASALI.COM MINIMUM LOT AREA 43,560 SF 250,081 SF 91,487 SF 86,980 SF
MINIMUM LOT FRONTAGE 150 FT 58.04 FT 209.66 FT 209.66 FT
MINIMUM FRONT YARD SETBACK 20 FT N/A N/A N/A
MINIMUM SIDE YARD SETBACK 35 FT N/A N/A N/A
ARCHITECT SURVEYOR WETLAND BIOLOGIST MINIMUM REAR YARD SETBACK 50 FT N/A N/A N/A
MAXIMUM BUILDING COVERAGE 25% N/A N/A N/A
O'HEARNE ASSOCIATES WATERMAN ENGINEERING CO. NATURAL RESOURCE SERVICES, INC.
W
180 TINKHAM LANE 46 SUTTON AVENUE 180 TINKHAM LANE POLE
HARRISVILLE, RI 02830 EAST PROVIDENCE, RI HARRISVILLE, RI 02830
PHONE: 401-710-7788 PHONE: 401-438-5775 PHONE: 401-568-7390
IRON PIPE
(FND.)
W
#42
W
A.P. 4B, LOT 59-1 N/F IRON PIPE
N/F BUSTER CORP A.P. 4B, LOT 40 (FND.)
2.44' OFF ST.
VOLUME 316, PAGE 895 5
RICHMOND, RHODE ISLAND
14 LOCUSVILLE PROPERTIES, LLC
146
H
147 VOLUME 180, PAGE 489
S 03
129
RT
148 144
149 ' 143
W
°22
150 278.71
NO
2
6'25" E 14 41 '
S 78°0
'06"
1 0 .00
EXISTING WETLAND FLAG AS 14 170
AP 4B, LOTS 59, 59-2, & 59-3
139 SE-1903
7" E
W
DELINEATED BY NATURAL LIGHTPOLE LL POLE
274.77' (MEAS.)
13
8 WA 7'5
NE 8°4
85.0
A-1 RESOURCE SERVICES, INC.
151 DRILL STO N8
CLEANOUT HOLE
T.P.
3'
LIGHTPOLE POLE
RICHMOND PLACE
MH (FND.) 9
SCO 12
W
38 STILSON ROAD
150 LIGHTPOLE D
LIGHTPOLE MH
149 LIGHTPOLE Δ=24°50'45"
130
A-2 ' RIM=137.46 SIGN R=483.50'
990.23
131
6'25" E L=209.66'
132
DMH
S 78°0
133
RIM=137.39 CB=S 15°49'30" W
134
FORESTED DRIVE CH=208.03' CB
. PAVED
135
145 136 T=106.51'
128
WETLAND BIT RIM=127.83
W
A-3 144 SLOPE
N 24°01'36" E 177.11'
< 1 AC. 142 143 OF
A-4
140 141 BOTTOM A.P. 4B, LOT 59-2 CB
' RIM=127.78
A-9 711.52 8 139 AREA
6'25" E 13
A-6 S 78°0 BIT. PAVED
137
91,487 S.F.
136 (2.100 AC.)
135 135
A-5 T.P.
W
A-8 A-7 134 BENCHMARK:
133
132 SE-1904 HYDRANT SPINDLE TOP
131 131 ELEV: 129.78' (NAVD 88)
135
130
WV
D
Y
H
129
13 EXISTING INTERIOR PROPERTY
IRON PIPE 130 134 T.P. 4 LINES TO BE ABANDONED (TYP.)
(FND.) 131
W
13
127
0 T.P. POLE
12 8
133
12 27
S 68°38'46" E 486.47'
353.74'
9
PARCEL A
INTERSTATE ROUTE 95
136
IDTH)
D
1
Y PLAT 849)
128
WOODED
135
8
N ROA
12
127 128
TOTAL AREA AREA
ABLE W
T.P.
13
4
Q:\20-61 CT Narayanan\20-61a Stilson Rd, Richmond\ACAD\Stilson Rd, Wyoming - [Pre-Application Plan].dwg May. 13, 2021 3:09pm
134
TREE LINE
126 428,548 S.F. 13
C, VARI W
(9.838 AC.) T.P. 3
GUTTER
STILSO
132 T.P.
T.P. A.P. 4B, LOT 59 129 Δ=24°50'45"
(PUBLI
(RHODE ISLAND HIGHWA
R=483.50'
AREA
12
N 24°01'36" E 176.63'
L=209.66'
5
133 A.P. 4B, LOT 59-3 SE-1901 CB=S 40°40'15" W
250,081 S.F.
W
AREA T.P.
N 25°13'19" E 254.23'
CH=208.03' 6
(5.741 AC.) T=106.51' 12
129
12
8 86,980 S.F.
130
SE-1902
12
12
126 13 (1.997 AC.) 131 130
7
4
12 1 129
5 T.P.
12
4 SE-1906 132
8
7
12
12
W
DIRT ROAD
GRAVEL
8
SE-1905 DRIVEWAY
12
126
133
T.P.
T.P. T.P. 1 31
TEST PIPE (T.P.)
132
EXISTING INTERIOR PROPERTY
128 127
W
LINES TO BE ABANDONED (TYP.)
5
12
131
TEST PIPE (T.P.) T.P. N 65°58'24" W 426.36'
3 T.P. D
12 131
126
128
T.P. DMH REVISIONS:
.04 " W
POLE
5
124 129 GRAVEL
9
27 RIM=125.02
0
12
T.P.
130
13
12
1
58 2'54
T.P. DRIVEWAY NO. DATE. DESCRIPTION
7
8
'
12
12
CB
W
DIRT ROAD
3
RIM=124.39
6
4°
STONE
121
12
TREE LINE
S5
IRON PIPE CB
TREE LINE (FND.) N 65°58'24" W 1097.81' RIM=124.41
IRON PIPE
(FND.)
CB
125
RIM=124.30
W
D
Y
H
CB
20' RIM=124.23
EXISTING DR TOW
DRAINFIELD EXISTING DRAINFIELD EXISTING DRAINFIELD
EXISTING EA AINAG N DESIGNED BY: WMLJR
EXISTING DRAINFIELD SEM E
DRAINFIELD EXISTING DRAINFIELD EN DRAWN BY: SD/SEP
W
T
CHECKED BY: JAC
DATE: MAY 2021
DI
PROJECT NO: 20-61
125 SS 52
LA
EXISTING
"C
PRELIMINARY, NOT FOR
W
DRAINFIELD
12
POLE CONSTRUCTION
E
EDG
EXISTING
ENT
N/F
W
EM
A.P. 4B, LOT 62
CONDITIONS
PAV
STILLSON ROAD, HOTEL LLC
VOLUME 309, PAGE 156
WV
SCALE (FEET)
0 25 50 100 200
1 INCH = 50 FT SHEET
1 OF 3ZONING CRITERIA REQUIRED EXISTING EXISTING EXISTING PROPOSED DENSITY CALCULATION: LANDSCAPE STATEMENT:
SITE CONTEXT PLAN N ZONING DISTRICT GB GB GB GB GB A LANDSCAPE PLAN WILL BE PREPARED BY A REGISTERED LANDSCAPE ARCHITECT AS PART OF THE
LOT 59 LOT 59-2 LOT 59-3 PARCEL A TOTAL LOT AREA: 9.838 ACRES PRELIMINARY PLAN SUBMISSION. PLANS WILL CONFORM TO THE STANDARDS ESTABLISHED BY THE
(SCALE = 1" = 1000' ) MINIMUM LOT AREA 43,560 SF 250,081 SF 91,487 SF 86,980 SF 428,548 SF PROPOSED NUMBER OF UNITS = 69 UNITS R.I. BOARD OF REGISTRATION FOR LANDSCAPE ARCHITECTS IN ADDITION TO TOWN STANDARDS.
MINIMUM LOT FRONTAGE 150 FT 58.04 FT 209.66 FT 209.66 FT 477.36 FT
MINIMUM FRONT YARD SETBACK 20 FT N/A N/A N/A 28.78 FT 69 UNITS / 9.838 ACRES = 7.013 UNITS/ACRE LIGHTING STATEMENT:
MINIMUM SIDE YARD SETBACK 35 FT N/A N/A N/A 35 FT A LIGHTING PLAN WILL BE PREPARED BY AN ELECTRICAL ENGINEER AND WILL CONFORM TO TOWN
MINIMUM REAR YARD SETBACK 50 FT N/A N/A N/A 180.35 FT STANDARDS. ALL PROPOSED LIGHTING SHALL HAVE THE INTERNATIONAL DARK-SKY ASSOCIATION
MAXIMUM BUILDING COVERAGE 25% N/A N/A N/A 17.2% PROJECT DATA: (IDA) FIXTURE SEAL OF APPROVAL AND WILL BE SHIELDED SO THAT THE LAMP ITSELF OR THE LAMP
IMAGE IS NOT DIRECTLY VISIBLE OUTSIDE THE PROPERTY PERIMETER.
PROPOSED NUMBER OF UNITS = 69 UNITS
Drainage ∙ Wetlands ∙ ISDS ∙ Traffic ∙ Floodplain
JOE CASALI ENGINEERING, Inc.
Civil ∙ Site Development ∙ Transportation
300 Post Road, Warwick, RI 02888
JCE
WWW.JOECASALI.CO
25% MIN. LOW TO MODERATE INCOME (LMI) HOUSING
RD
BUTTONWOODS
51 MARKET RATE UNITS
18 LMI UNITS (26%)
9 5
TE
VIBCO TRUCK
U
3)
RO
VIBRATORS
T.
(R
D
OA PER SECTION 18.29.040 - NUMBER OF PARKING SPACES
LR
HIL REQUIRED OF THE RICHMOND ZONING ORDINANCE:
3 3 FA
CK
E NE SITE
OS
NO A-9
A-8
A-7
A-6
FORESTED
WETLANDDrainage ∙ Wetlands ∙ ISDS ∙ Traffic ∙ Floodplain
JOE CASALI ENGINEERING, Inc.
Civil ∙ Site Development ∙ Transportation
300 Post Road, Warwick, RI 02888
JCE
WWW.JOECASALI.CO
3 3 FA
0
300
0
W
W
POLE
W
#42
W
A.P. 4B, LOT 59-1 N/F
N/F BUSTER CORP A.P. 4B, LOT 40
VOLUME 316, PAGE 895
RICHMOND, RHODE ISLAND
LOCUSVILLE PROPERTIES, LLC
H
VOLUME 180, PAGE 489
RT
W
NO
EXISTING WETLAND FLAG AS
AP 4B, LOTS 59, 59-2, & 59-3
DELINEATED BY NATURAL LL POLE
WA
A-1 RESOURCE SERVICES, INC. NE
STO
POLE
RICHMOND PLACE
W
38 STILSON ROAD
LPFM
9 8 S
A-2 LPFM
LPFM
LPFM
LPFM
M
LPF
FM
FORESTED 10 CB
LP
WETLAND RIM=127.83
W
A-3 14 11
< 1 AC. 15
A-4 M CB
A-9 LPF RIM=127.78
18 W
A-6 19
4 3
W LPF
M
W
LPFM
20 FM W
21 W LPFM LP 6 5 2 1
22 7
LPFM
A-5
W
A-8 A-7 23 W LPF BENCHMARK:
LPFM M
W W HYDRANT SPINDLE TOP
W LPFM
W
28 FM ELEV: 129.78' (NAVD 88)
29 LP
LPFM
W LPFM WV
LPFM
13
D
Y
H
W LPFM
12
31 30 W LPFM 16 W W W W W
W
LPFM 33 17 W
W S
LPFM
32
W LPFM PROPOSED WATER
W
W LPFM BLOW-OFF
W W W W POLE
34 LPFM
PARCEL A
INTERSTATE ROUTE 95
W
IDTH)
S
W
D
LPFM
LPFM
Y PLAT 849)
W
N ROA
TOTAL AREA
W
35 W LPFM S
ABLE W
24
LPFM LPFM
Q:\20-61 CT Narayanan\20-61a Stilson Rd, Richmond\ACAD\Stilson Rd, Wyoming - [Pre-Application Plan].dwg May. 13, 2021 3:09pm
TREE LINE
428,548 S.F.
W
36 LPFM
W
C, VARI W
S
(9.838 AC.) PROPOSED SEWER / 25
LPFM
GUTTER
STILSO
S
LPFM MAIN (TYP.)
37
W
26
LP
PROPOSED
FM
APPROXIMATE LIMITS OF W
(PUBLI
S
W
(RHODE ISLAND HIGHWA
S
PROPOSED LEACH FIELD PRETREATMENT PODS
AND TANKAGE (TYP.) 27 64
PROPOSED WATER W
FM
W
LP
LP
MAIN (TYP.) F
W
M 65
54 55 58 59 W PROPOSED ABOVEGROUND HEATED
LPFM
WATER ENCLOSURE INCORPORATED
S
FM W LP WITH PROPOSED BUS SHELTER
LP 63 FM 66 68
W
W
67 69
S
LPFM LPFM LPFM LPFM LPFM LPFM LPFM S
LPFM LPFM LPFM LPFM LPFM LPFM LPFM W 62
38 LP
W
W W W W W FM
M
W W W W W W W W W W
LPF
39
LPFM
LPFM
LPFM
LPF
LPFM
LPFM
M
LPFM
LPFM
LPFM
LPFM
LPFM
40 42 43 44 45 46 47 48 49 50 51 52 53 56 60 61 LPF
57 M
W
LPF
M
41
PROPOSED SEPTIC S
D
S TANK (TYP.) PROPOSED TERMINAL DMH POLE REVISIONS:
END FLUSHING MANHOLE RIM=125.02
(TYP.) NO. DATE. DESCRIPTION
CB
W
RIM=124.39
STONE
TREE LINE
CB
TREE LINE RIM=124.41
CB
RIM=124.30
W
D
Y
H
CB
20' RIM=124.23
EXISTING DR TOW
DRAINFIELD EXISTING DRAINFIELD EXISTING DRAINFIELD
EXISTING EA AINAG N DESIGNED BY: WMLJR
EXISTING DRAINFIELD SEM E
DRAINFIELD EXISTING DRAINFIELD EN DRAWN BY: SD/SEP
W
T
CHECKED BY: JAC
DATE: MAY 2021
I
2D
PROJECT NO: 20-61
S5S
LA
EXISTING
"C
PRELIMINARY, NOT FOR
W
DRAINFIELD
12
POLE CONSTRUCTION
E
EDG
NT
N/F
UTILITY
W
E
EM
A.P. 4B, LOT 62
PAV
STILLSON ROAD, HOTEL LLC
VOLUME 309, PAGE 156
WV
SCALE (FEET) PLAN
0 25 50 100 200
1 INCH = 50 FT SHEET
3 OF 3Pre-Application Plan Narrative May 2021
Richmond Place - 69-Unit Residential Development
Richmond, Rhode Island
Appendix E
Conceptual Floor Plans and Architectural Renderings
1349'-0"
49'-0"
14'-6"
22'-6"
44'-0"
44'-0"
21'-6"
21'-6"
20'-0"
Second Floor Plan First Floor Plan
1/8"=1'-0" 1/8"=1'-0"
RICHMOND DUPLEX 3.21.21You can also read
