HomeMy WebLinkAboutSDP200900020 Review Comments 2009-04-08of ALL
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County of Albemarle
Department of Community Development
Memorandum
To:Summer Frederick, Senior Planner
From:Amy Pflaum, Engineering Review
Division: Current Development
Date:April 8, 2009
Subject: SDP200900020, Tabor Presbyterian Church Addition - Preliminary Site Plan
The preliminary site plan for the Tabor Presbyterian Church Addition, submitted on March 23, 2009, has
been reviewed. Current Development Engineering can recommend approval once the following comments
have been addressed:
Genepal Site Plan Comments
4 . Please revise the Field Notes on Sheet 2 to state that this property is in the Lickinghole Creek
Watershed [18- 32.5.6.f].
2. The existing concrete sidewalk adjacent and parallel to Tabor Street should be extended to the
western edge of TMP 56A2 -1 -12 with this site plan [18-32.7.2.8]. The Downtown Crozet District
zoning requires new sidewalks to be 8 -feet wide [18- 20B.7.A]. The applicant may request a
waiver of the width requirement under the provision in 18- 20B.7.D, this is an administrative
waiver to the Chief of Current Development. The VDOT standard for sidewalk width on an
Urban Local road without curb & gutter is 4 -feet.
3. Hard surface and curbing are required on all new parking lot travelways (18- 4.12.15). Written
t‘ fin.
v. requests providing justification for a waiver of these requirements must be submitted with this site
t `ti plan [18-32.5.3]. Please calculate and include the design ADT for the travelway, and the required
to \\uV pavement section based on that ADT, using VDOT pavement design guidelines. [18- 4.12.15.a]
4. Alley right -of -way or easement width should not be less than 20 feet. The Chief of Current
Development may authorize an alley with a lesser width. [18- 32.72.5, 14- 410(D)]
5. One -way access aisles may be approved if a public street is not part of the circulation loop. [18-
4.12.17.c.2] It appears that vehicles will loop back onto Tabor Street to reach the existing parking
lot after circulating through the one -way drop off. A waiver of this criteria may be requested
under sectionl 8- 4.122.c. t+A
6. Per VDOT standards, a commercial/private entrance onto public street shall have minimum return
radii of 12.5 feet and a minimum width of 14 feet for one -way traffic.
7. Please show sight distance triangles at the new entrance.
Stormwater Management Comments (for information purposes only)
8. The conceptual stoinnwater management plan appears adequate. Stormwater management
calculations and design will be reviewed once a WPO application has been submitted.
Engineering approval of the Preliminary Site Plan does not include approval of the proposed
stormwater management plan.
9. The culverts under the existing entrances and the roadside ditch along Tabor Street appear to need
maintenance. Calculations for the culvert and ditch capacities will be required with the WPO
application. The roadside ditch may need to be replanted with sturdier vegetation, or lined if
velocities warrant. The adequacy of other downstream pipes may also need to be checked.
t
Final Site Plan comments (for information purposes only)
10. Temporary grading and construction easements will be necessary from TMP's 56A2 -1 -15 and
56A2 -1 -18.
L 9
Oft
IRGINZP
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
April 14, 2009
Eugene Ryang
Water Street Studion
Via email: eryang @waterstreetstudion.net
RE: SDP2009 -20 Tabor Presbyterian Church Addition - Preliminary
Dear Sir:
The Site Review Committee has reviewed the development proposal referenced above.
Preliminary comments for the following divisions of the Department of Community Development
and other agencies, as applicable, are attached:
Albemarle County Division of Zoning & Current Development (Engineer)
Albemarle County Division of Zoning & Current Development (Planner)
Albemarle County Division of Planning (E911)
Albemarle County Division of Planning (Architectural Review Board)
Albemarle County Division of Planning (Historic Preservation)
Albemarle County Division of Planning (Water Protection)
Albemarle County Department of Fire Rescue
Albemarle County Service Authority
Virginia Department of Health
Virginia Department of Transportation
Comments reflect information available at the time the development proposal was reviewed,
and should not be considered final. However, the Site Review Committee has attempted to
identify all issues that could affect approval of the proposed project.
Please make the revisions that have been identified as necessary for preliminary approval by
the Site Review Committee. If you choose not to make the requested revisions, please submit
in writing justification for not incorporating such revisions. Submit eight (8) full size copies and
one (1) 11" x 17" copy to the Department of Community Development including responses to
each of the attached comments of the Site Review Committee by April 27, 2009. Failure to
submit this information by this date will result in suspension of the review schedule. Review will
resume when revisions are submitted along with a reinstatement fee of $65.
Please contact me at your earliest convenience if you have questions or require additional
information.
Sincerely,
Summer Frederick
Senior Planner
Zoning & Current Development
of ALg
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4kkit,
County of Albemarle
Department of Community Development
To:Eugene Ryang; Water Street Studio
From: Summer Frederick, Senior Planner
Division: Current Development
Date:March 14, 2009
Subject: SDP2009 -20 Tabor Presbyterian Church Addition - Preliminary
The Planner for the Zoning & Current Development Division of the Albemarle County
Department Community Development will recommend approve the plan referred to
above when the following items have been satisfactorily addressed. (The following
comments are those that have been identified at this time. Additional comments or
conditions may be added or eliminated based on further review.) [Each comment is
preceded by the applicable reference to the Albemarle County Code.]
1. Sec. 18- 32.5.6(a)] Please provide all required information for adjacent parcels,
including those on opposite sides of streets.
2. [Sec. 18- 32.5.6(a)] Total number of sheets must be provided.
3. Sec. 18- 32.5.6(a)] Please clearly define all departing lot lines.
4. [Sec. 18- 32.5.6(a)] All minimum setback lines must be clearly identified on plans.
5. Sec. 18- 32.5.6(a)] All yard and building separation information must be included
in plan information.
6. Sec. 18- 32.5.6(b)] Please provide require maximum acreage occupied by each
use.
7. Sec. 18- 32.5.6(b)] Information regarding maximum amount of impervious
coverage on the site is required.
8. Sec. 18- 32.5.6(b)] Please provide maximum amount of paved parking and
vehicular circulation area for site.
9. [Sec. 18- 32.5.6(b)] Please provide a parking schedule demonstrating that
minimum parking requirements for appropriate zoning district have been met.
10. [Sec. 18- 32.7.9] Please provide number of plants for each species referenced on
planting chart.
11. If the current boundary line running through the proposed building is to be
extinguished, a subdivision plat must be submitted to address.
Please contact Summer Frederick at the Department of Community Development 296-
5832 ext. 3565 for further information.
1
Application #: j SDP200900020 Short Review Comr nts
Project Name: Tabor Presbyterian Church Addition - Prelim Preliminary - Non residential
Date Completed:
Reviewer:Amy Pflaum Engineer Z &CD
Review Status:Pending
i
Reviews Comments: SRC 4/16/09
1
Date Completed:04/08/2009
Reviewer:Andrew Slack E911
Review Status:No Objection
Reviews Comments: NO OBJECTION.
Date Completed:04/06/2009
Reviewer:James Barber Fire Rescue
Review Status:No Objection
Reviews Comments: I Indicate the location of fire hydrants. Hydrants must be located within 400 feet of the building by way
lof a prepared travel way.
Date Completed:04/06/2009
Reviewer:Jay Schlothauer Inspections
Review Status:Requested Changes
Reviews Comments: Based on plans dated March 23, 2009.
Indicate the accessible route and accessible entry point to the Proposed Building Addition.
Date Completed:04/10/2009
Reviewer:Margaret Maliszewski ARB
Review Status:Requested Changes
Reviews Comments: This proposal will be reviewed by the ARB on May 18, 2009. Comments will be provided after that
meeting.
Page: 1.00 County of Albemarle Printed On: Tuesday, April 14, 2009
tY0 IA JO 1
Serv Auth/ rit Y
TO: Summer Frederick
FROM: Gary Whelan, Civil Engineer
DATE: April 10, 2009
RE: Site Plan Technical Review for: Tabor Presbyterian Church Addition
SDP200900021
TM 56A2 -1 -12,14
The below checked items apply to this site.
X 1. This site plan is within the Authority's jurisdictional area for:
X A. Water and sewer
B. Water only
C. Water only to existing structure
D. Limited service
X 2. A 6 inch water line is located approximately 90 distant.
3. Fire flow from, nearest public hydrant, located distant from this site plan, is
Gpm + at 20 psi residual.
X 4. An 8 inch sewer line is located approximately 80 distant.
5. An Industrial Waste Ordinance survey form must be completed.
X 6. No improvements or obstructions shall be placed within existing or future
easements.
7.and plans are currently under review.
8.and plans have been received and approved.
X 9. No plans are required.
10. Final and plans are required for our review and approval prior to
granting tentative approval.
11. Final site plan may /may not be signed.
12. RWSA approval for water and /or sewer connections.
13. City of Charlottesville approval for sewer.
Comments: Backflow prevention is required. Provide a plumbing fixture count to
size the meters. A new water connection may be required if the existing tap is
undersized.
The site plan does not show or incorrectly shows:
meter locations water line size
waterline locations sewer line size
sewer line locations expected wastewater flows
easements expected water demands
168 Spotnap Road • Charlottesville • VA 22911 • Tel (434) 977 -4511 • Fax (434) 979 -0698
www.serviceauthoriy.org
GI ALg
v A;
IRGII
County of Albemarle
Department of Community Development
To:Eugene Ryang; Water Street Studio
From: Summer Frederick, Senior Planner
Division: Current Development
Date:March 14, 2009
REV #1: May 26, 2009
Subject: SDP2009 -20 Tabor Presbyterian Church Addition - Preliminary
The Planner for the Zoning & Current Development Division of the Albemarle County
Department Community Development will recommend approve the plan referred to
above when the following items have been satisfactorily addressed. (The following
comments are those that have been identified at this time. Additional comments or
conditions may be added or eliminated based on further review.) [Each comment is
preceded by the applicable reference to the Albemarle County Code.]
1. [Sec. 18- 32.5.6(a)] Please provide all required information for adjacent parcels,
including those on opposite sides of streets.
Comment addressed.
2. [Sec. 18- 32.5.6(a)] Total number of sheets must be provided.
It seems that the bottom of sheets 2 and 3 have been cut off during
printing.
3. [Sec. 18- 32.5.6(a)] Please clearly define all departing lot lines.
There is a note indicating parcels will be combined, but the lines have not
been changed to clearly indicate which ones will be extinguished. Please
alter lines.
4. Sec. 18- 32.5.6(a)] All minimum setback lines must be clearly identified on plans.
Comment addressed.
5. Sec. 18- 32.5.6(a)] All yard and building separation information must be included
in plan information.
Comment addressed.
6. [Sec. 18- 32.5.6(b)] Please provide require maximum acreage occupied by each
use.
Maximum acreage information must be supplied for the single use on site.
7. [Sec. 18- 32.5.6(b)] Information regarding maximum amount of impervious
coverage on the site is required.
Comment addressed.
8. Sec. 18- 32.5.6(b)] Please provide maximum amount of paved parking and
vehicular circulation area for site.
Comment addressed.
9. Sec. 18- 32.5.6(b)] Please provide a parking schedule demonstrating that
minimum parking requirements for appropriate zoning district have been met.
The Clarification of Assembly Area /Parking Calc referred to was not found
as an attachment to response comments.
10. [Sec. 18- 32.7.9] Please provide number of plants for each species referenced on
planting chart.
Numbers were not added for all trees (i.e. Fringetree, American Beech,
White Oak). Please correct. Additionally, graphic depictions of trees on
plan were not assigned species type.
11. If the current boundary line running through the proposed building is to be
extinguished, a subdivision plat must be submitted to address.
To date, no subdivision plat has been received.
Please contact Summer Frederick at the Department of Community Development 296-
5832 ext. 3565 for further information.
5.r
V yY. Y 41 'I, •wSr.
COMMONWEALTH f \'I QT.
DEPARTMENT OF TRANSPORTATION
CHARLOTTESVILLE RESIDENCY OFFICE
701 VDOT WAY
CHARLOTTESVILLE, VA 22911
DAVID S. EKERN, P.E.
COMMISSIONER
April 15` 2009
Mr. Glenn Brooks
Depai intent of Engineering and Development
401 McIntire Rd.
Charlottesville, VA 22902
Subject: Site Review Meeting Comments April 16, 2009 site review meeting
Dear Mr. Brooks:
Below are VDOT's comments on the Site Plans for the April 16 2009 Site Review Committee
Meeting:
SDP - 2009 - 00016 North Fork Regional Pump Station — Preliminary (Gerald Gatobu)
1. There are proffers by both the North Fork Research Park and Northpoint to add an
additional southbound lane to route 29 at the location where this plan proposes a gravity
sewer. No plans have been reviewed for the widening of the road but efforts need to be
made to avoid conflicts. If widening takes place to the outside of Route 29, a 12 foot lane
and a 13 foot shoulder will be added. Utility structures must be placed outside of these
lanes and shoulders. Proposed structures 27 and 28 appear to be conflicting. It is
recommended that if the line must be placed within the VDOT Right of Way, it is located
in the outer 3 to 5 feet of the Right of Way in accordance with VDOT's Land Use Permit
Manual, 24VAC 30 -150 -1310.
2. Final plans will need to include a pavement design and entrance profile. A detail for the
pavement widening will be required and a design for the break in the guardrail needs to
be shown on the plan.
SDP - 2009 - 00017 Humagen Fertility Diagnostics — minor (Gerald Gatobu)
Final plan needs to include design and drainage details for the pipe proposed within the
existing Route 1146 Right of Way.
SDP - 2009 - 00018 Blue Ridge Shopping Center — Major (Elizabeth Marotta)
An easement is needed from the existing DI on Route 250 to the first structure off the
ROW around the 24 inch pipe.
WE KEEP VIRGINIA MOVING
SDP - 2009 -00019 Lacy Mechanical Inc. — Major (Elizabeth Marotta)
No comments
SDP - 2009 -00020 Tabor Presbyterian Church Addition- Prelim (Summer Frederick)
1. The number of seats in the addition and the ITE trip generation numbers need to be
shown on the plan.
2. Sight distances need to be shown on the existing and proposed entrances in accordance
with the Minimum Standards of Entrances to State Highways 24VAC 30 -71 -130.
3. The proposed one way entrance needs to be dimensioned as shown in 24VAC -30 -71 -160
of The Minimum Standards of Entrances to State Highways Commercial /Private
Entrance Design Illustrations. The minimum width is 14 feet and the minimum radii are
12.5 feet. The selected dimensions of the entrance need to accommodate the design
vehicle and should be increased accordingly. One way signs will also need to be shown
on the plan. Recommended dimensions for curb returns can be found in Appendix F of
the VDOT Road Design Manual.
4. The two existing entrances need to be evaluated and upgraded to the current standards if
found to be substandard in accordance with the requirements of section 24VAC- 30 -71-
140.
5. Tabor Street is paved with surface course asphalt. The entrances into the site must be of
the same material as the road back to the ROW line or the easement line as indicated in
24VAC 30 -71 -80 of The Minimum Standards of Entrances to State Highways.
6. Profiles for entrances need to be shown as a CG -11 standard.
7. Entrance pipes should be a minimum of 15 inches in diameter for all entrances. In order
to approve the use of 12 inch pipes, a hydraulic analysis will need to be submitted
showing the 12 inch pipe will not cause water to overtop the road in significant storm
events as described in VDOT's Drainage Manual section 8.3.3.1.
SDP - 2009 -00022 Preddy Creek Park Improvements - Preliminary (Summer Frederick)
1. The connection to Route 810 needs to show a profile in accordance with the CG -11
standard.
2. Erosion control stone should be placed at each end of the proposed pipe.
3. Sight distances need to be shown at the proposed entrance in accordance with the
requirements of The Minimum Standards of Entrances to State Highways, 24VAC 30 -71-
130.
SDP - 2009 -00022 Preddy Creek Park Improvements- Preliminary (Summer Frederick)
1. The connection to Route 641 needs to show a profile in accordance with the CG -11
standard.
2. Erosion control stone should be placed at the oulet end of the proposed pipe.
3. Sight distances need to be shown at the proposed entrance in accordance with the
requirements of The Minimum Standards of Entrances to State Highways, 24VAC 30 -71-
130.
SUB - 2009 -00049 Free Bridge Subdivision —Final (Patrick Lawrence)
Access easements should be provided from Olympia Drive to TMP78 -9A, Residue TMP -
78-57B and TMP 78 -10A through the proposed lots E, F and Residue of TMP -78 -11 for
WE KEEP VIRGINIA MOVING
Thomas Jefferson Soil and Water Conservation District April 24, 2009
706 Forest St. Ste 0
Charlottesville, VA 22903
975-0224
TO:Summer Frederick
Planning Department
RE:Soils Report and Comments for:
Tabor Presbyterian Church
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USDA United States I'"d'furaI Prepared by: Thoifas Jefferson Soil & Water
Department of Resources Conservation District
Agriculture Conservation 434 - 975 -0224
Service
Soils Report
SOILS REPORT FOR: Tabor Presbyterian Church
Soil Survey Area: Albemarle County, Virginia
Survey Status: Published
Correlation Date: 12/01/1981
Distribution Date: 10/21/2002
Map Unit: 5B Belvoir loam, 2 to 7 percent slopes
Description Category: Virginia FOTG
Belvoir is a gently sloping to moderately sloping, very deep, somewhat poorly drained soil. Typically the surface
layer is loam about 12 inches thick. The surface layer has a moderately low content of organic matter. The slowest
permeability is slow. It has a very low available water capacity and a moderate shrink swell potential. This soil
is not flooded and is not ponded. The top of the seasonal high water table is at 18 inches. The land capability
classification is 3w. The Virginia soil management group is BB. This soil is not hydric.
Map Unit: 7B Braddock loam, 2 to 7 percent slopes
Description Category: Virginia FOTG
Braddock is a gently sloping to moderately sloping, very deep, well drained soil. Typically the surface layer is
loam about 8 inches thick. The surface layer has a moderately low content of organic matter. The slowest
permeability is moderate. It has a high available water capacity and a moderate shrink swell potential. This soil
is not flooded and is not ponded. The seasonal high water table is at a depth of more than 6 feet. The land
capability classification is 2e. The Virginia soil management group is 0. This soil is not hydric.
Map Unit: 7C Braddock loam, 7 to 15 percent slopes
Description Category: Virginia FOTG
Braddock is a strongly sloping to moderately steep, very deep, well drained soil. Typically the surface layer is
loam about 8 inches thick. The surface layer has a moderately low content of organic matter. The slowest
permeability is moderate. It has a high available water capacity and a moderate shrink swell potential. This soil
is not flooded and is not ponded. The seasonal high water table is at a depth of more than 6 feet. The land
capability classification is 3e. The Virginia soil management group is 0. This soil is not hydric.
Map Unit: 36C Hayesville loam, 7 to 15 percent slopes
Description Category: Virginia FOTG
Hayesville is a strongly sloping to moderately steep, very deep, well drained soil. Typically the surface layer is
loam about 7 inches thick. The surface layer has a moderate content of organic matter. The slowest permeability
is moderate. It has a high available water capacity and a low shrink swell potential. This soil is not flooded and is
not ponded. The seasonal high water table is at a depth of more than 6 feet. The land capability classification is
4e. The Virginia soil management group is X. This soil is not hydric.
Map Unit: 37D3 Hayesville clay loam, 15 to 25 percent slopes, severely eroded
Description Category: Virginia FOTG
Hayesville is a moderately steep to steep, very deep, well drained soil. Typically the surface layer is clay loam
about 7 inches thick. The surface layer has a moderate content of organic matter. The slowest permeability is
moderate. It has a high available water capacity and a low shrink swell potential. This soil is not flooded and is
Thomas Jefferson SWCD 1 4/27/09
not ponded. The seasonal high water table is at a depth of more than 6 feet. The land capability classification is6e. The Virginia soil management group is X. This soil is not hydric.
Small Commercial Buildings - Dominant Condition
Soil Survey: Albemarle County, Virginia
Survey Status: Published
Correlation Date: 12/01/1981
Distribution Date: 10/21/2002
Map
Symbol Soil Name Rating
5B Belvoir loam, 2 to 7 Somewhat limited
percent slopes
7B Braddock loam, 2 to 7 Somewhat limited
percent slopes
7C Braddock loam, 7 to 15 Very limited
percent slopes
36C Hayesville loam, 7 to 15 Very limited
percent slopes
37D3 Hayesville clay loam, 15 Very limited
to 25 percent slopes,
severely eroded
Septic Tank Absorption Fields - Dominant Condition
Soil Survey: Albemarle County, Virginia
Survey Status: Published
Correlation Date: 12/01/1981
Distribution Date: 10/21/2002
Map
Symbol Soil Name Rating
5B Belvoir loam, 2 to 7 Very limited
percent slopes
7B Braddock loam, 2 to 7 Somewhat limited
percent slopes
7C Braddock loam, 7 to 15 Somewhat limited
percent slopes
36C Hayesville loam, 7 to 15 Somewhat limited
percent slopes
37D3 Hayesville clay loam, 15 Very limited
to 25 percent slopes,
severely eroded
Mapunit Hydric Rating
Soil Survey: Albemarle County, Virginia
Survey Status: Published
Correlation Date: 12/01/1981
Distribution Date: 10/21/2002
Map
Symbol Soil Name Rating
lhomas Jefferson SWCD 2 4/27/09
5B Belvoir loam, 2 to 7 Partially hydric
percent slopes
7B Braddock loam, 2 to 7 Not hydric
percent slopes
7C Braddock loam, 7 to 15 Not hydric
percent slopes
36C Hayesville loam, 7 to 15 Not hydric
percent slopes
37D3 Hayesville clay loam, 15 Not hydric
to 25 percent slopes,
severely eroded
Soil Shrink - Swell - Dominant Soil
Top Depth : 0
Bottom Depth : 0
Soil Survey: Albemarle County, Virginia
Survey Status: Published
Correlation Date: 12/01/1981
Distribution Date: 10/21/2002
Map
Symbol Soil Name Rating
5B Belvoir loam, 2 to 7 1.5
percent slopes
7B Braddock loam, 2 to 7 1.5
percent slopes
7C Braddock loam, 7 to 15 1.5
percent slopes
36C Hayesville loam, 7 to 15 1.5
percent slopes
37D3 Hayesville clay loam, 15 1.5
to 25 percent slopes,
severely eroded
Corrosion Concrete - Dominant Condition
Map
Symbol Soil Name Rating
5B Belvoir loam, 2 to 7 High
percent slopes
7B Braddock loam, 2 to 7 Moderate
percent slopes
7C Braddock loam, 7 to 15 Moderate
percent slopes
36C Hayesville loam, 7 to 15 Moderate
percent slopes
37D3 Hayesville clay loam, 15 Moderate
to 25 percent slopes,
severely eroded
Thomas Jetterson SWCD 3 4/27/09
USDA United States Mural
Department of Resources
Agriculture Conservation
Service
Non - Technical Descriptions
Soil Survey Area: Albemarle County, Virginia
Survey Status: Published
Correlation Date: 12/01/1981
Distribution Date: 10/21/2002
Map Unit: 16 Chewacla silt loam
Description Category: Virginia FOTG
Chewacla is a nearly level to gently sloping, very deep, somewhat poorly drained soil. Typically the
surface layer is silt loam about 8 inches thick. The surface layer has a moderate content of organic
matter. The slowest permeability is moderate. It has a high available water capacity and a low shrink
swell potential. This soil is occasionally flooded and is not ponded. The top of the seasonal high water
table is at 12 inches. The land capability classification is 3w. The Virginia soil management group is
I. This soil is not hydric.
Map Unit: 27B Elioak loam, 2 to 7 percent slopes
Description Category: Virginia FOTG
Elioak is a gently sloping to moderately sloping, very deep, well drained soil. Typically the surface
layer is loam about 8 inches thick. The surface layer has a moderate content of organic matter. The
slowest permeability is moderately slow. It has a moderate available water capacity and a low shrink
swell potential. This soil is not flooded and is not ponded. The seasonal high water table is at a depth of
more than 6 feet. The land capability classification is 2e. The Virginia soil management group is X.
This soil is not hydric.
Map Unit: 27C Elioak loam, 7 to 15 percent slopes
Description Category: Virginia FOTG
Elioak is a strongly sloping to moderately steep, very deep, well drained soil. Typically the surface
layer is loam about 8 inches thick. The surface layer has a moderate content of organic matter. The
slowest permeability is moderately slow. It has a moderate available water capacity and a low shrink
swell potential. This soil is not flooded and is not ponded. The seasonal high water table is at a depth of
more than 6 feet. The land capability classification is 3e. The Virginia soil management group is X.
This soil is not hydric.
Map Unit: 34B Glenelg loam, 2 to 7 percent slopes
Description Category: Virginia FOTG
Glenelg is a gently sloping to moderately sloping, very deep, well drained soil. Typically the surface
layer is loam about 8 inches thick. The surface layer has a moderate content of organic matter. The
slowest permeability is moderate. It has a high available water capacity and a low shrink swell
potential. This soil is not flooded and is not ponded. The seasonal high water table is at a depth of
more than 6 feet. The land capability classification is 2e. The Virginia soil management group is U.
This soil is not hydric.
Map Unit: 34C Glenelg loam, 7 to 15 percent slopes
Description Category: Virginia FOTG
Glenelg is a strongly sloping to moderately steep, very deep, well drained soil. Typically the surface
layer is loam about 8 inches thick. The surface layer has a moderate content of organic matter. The
The Natural Resources Conservation Service April 27, 2009
is an agency of the
United States Department of Agriculture AN EQUAL OPPORTUNITY EMPLOYER
slowest permeability is moderate. It has a high available water capacity and a low shrink swell
potential. This soil is not flooded and is not ponded. The seasonal high water table is at a depth of
more than 6 feet. The land capability classification is 3e. The Virginia soil management group is U.
This soil is not hydric.
Map Unit: 34D Glenelg loam, 15 to 25 percent slopes
Description Category: Virginia FOTG
Glenelg is a moderately steep to steep, very deep, well drained soil. Typically the surface layer is loam
about 8 inches thick. The surface layer has a moderate content of organic matter. The slowest
permeability is moderate. It has a high available water capacity and a low shrink swell potential. This
soil is not flooded and is not ponded. The seasonal high water table is at a depth of more than 6 feet.
The land capability classification is 4e. The Virginia soil management group is U. This soil is not
hydric.
Map Unit: 39E Hazel loam, 25 to 45 percent slopes
Description Category: Virginia FOTG
Hazel is a steep, moderately deep, excessively drained soil. Typically the surface layer is loam about
10 inches thick. The surface layer has a moderately low content of organic matter. The slowest
permeability is moderately rapid. It has a low available water capacity and a low shrink swell potential.
This soil is not flooded and is not ponded. The seasonal high water table is at a depth of more than 6
feet. The land capability classification is 7e. The Virginia soil management group is JJ. This soil is
not hydric.
Map Unit: 40D Hazel very stony loan, 15 to 25 percent slopes
Description Category: Virginia FOTG
Hazel is a moderately steep to steep, moderately deep, excessively drained soil. Typically the surface
layer is loam about 10 inches thick. The surface layer has a moderately low content of organic matter.
The slowest permeability is moderately rapid. It has a low available water capacity and a low shrink
swell potential. This soil is not flooded and is not ponded. The seasonal high water table is at a depth
of more than 6 feet. The land capability classification is 7s. The Virginia soil management group is JJ.
This soil is not hydric.
Map Unit: 50D Manor loam, 15 to 25 percent slopes
Description Category: Virginia FOTG
Manor is a moderately steep to steep, very deep, well drained soil. Typically the surface layer is loam
about 8 inches thick. The surface layer has a moderate content of organic matter. The slowest
permeability is moderate. It has a high available water capacity and a low shrink swell potential. This
soil is not flooded and is not ponded. The seasonal high water table is at a depth of more than 6 feet.
The land capability classification is 4e. The Virginia soil management group is D. This soil is not
hydric.
Map Unit: 55B McQueen loan, 2 to 7 percent slopes
Description Category: Virginia FOTG
McQueen is a gently sloping to moderately sloping, very deep, well drained soil. Typically the surface
layer is loam about 7 inches thick. The surface layer has a moderately low content of organic matter.
The slowest permeability is slow. It has a high available water capacity and a moderate shrink swell
potential. This soil is rarely flooded and is not ponded. The top of the seasonal high water table is at
66 inches. The land capability classification is 2e. The Virginia soil management group is B. This
soil is not hydric.
Map Unit: 56B Meadowville loam, 2 to 7 percent slopes
Description Category: Virginia FOTG
Meadowville is a gently sloping to moderately sloping, very deep, well drained soil. Typically the
surface layer is loam about 14 inches thick. The surface layer has a moderate content of organic matter.
The slowest permeability is moderate. It has a high available water capacity and a moderate shrink
swell potential. This soil is not flooded and is not ponded. The top of the seasonal high water table is
at 48 inches. The land capability classification is 2e. The Virginia soil management group is G. This
soil is not hydric.
Map Unit: 93E Watt channery silt loam, 25 to 45 percent slopes
Description Category: Virginia FOTG
Watt is a steep to steep, moderately deep, somewhat excessively drained soil. Typically the surface
layer is channery silt loam about 10 inches thick. The surface layer has a moderately low content of
organic matter. The slowest permeability is moderately rapid. It has a very low available water
capacity and a low shrink swell potential. This soil is not flooded and is not ponded. The seasonal high
water table is at a depth of more than 6 feet. The land capability classification is 7e. The Virginia soil
management group is JJ. This soil is not hydric.
3
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County of Albemarle
Department of Community Development
Memorandum
To:Summer Frederick, Senior Planner
From:Amy Pflaum, Engineering Review
Division: Current Development
Date:April 8, 2009
REV: 5/22/09
Subject: SDP200900020, Tabor Presbyterian Church Addition - Preliminary Site Plan
The revisions to the preliminary site plan for the Tabor Presbyterian Church Addition, submitted on April
28, 2009, has been reviewed. Current Development Engineering can recommend approval once the
following comments have been addressed:
General Site Plan Comments
REV #1: Comment has been addressed.
2. The existing concrete sidewalk adjacent and parallel to Tabor Street should be extended to the
western edge of TMP 56A2 -1 -12 with this site plan [18- 32.7.2.8]. The Downtown Crozet District
zoning requires new sidewalks to be 8 -feet wide [18- 20B.7.A]. The applicant may request a
waiver of the width requirement under the provision in 18- 20B.7.D, this is an administrative
waiver to the Chief of Current Development. The VDOT standard for sidewalk width on an
Urban Local road without curb & gutter is 4 -feet.
REV #1: Comment has not been addressed, sidewalk has not been extended.
3. Hard surface and curbing are required on all new parking lot travelways (18- 4.12.15). Written
requests providing justification for a waiver of these requirements must be submitted with this site
plan [18- 32.5.3]. Please calculate and include the design ADT for the travelway, and the required
pavement section based on that ADT, using VDOT pavement design guidelines. [18- 4.12.15.a]
REV #1: Comment has not been addressed, a waiver request has not been received.
4. Alley right -of -way or easement width should not be less than 20 feet. The Chief of Current
Development may authorize an alley with a lesser width. [18- 32.7.2.5, 14- 410(D)]
REV #1: Comment has not been addressed, Chief of Current Development has not been asked
to authorize a width less than 20 feet.
REV #1: Comment has been addressed, direction of travelway has been reversed so that public
street will not be part of the loop.
REV #1: Comment has been addressed.
7. Please show sight distance triangles at the new entrance.
REV #1: Comment has not been addressed.
Stormwater Management Comments (for information purposes only)
i. , ,6
ail '• . r t :.
REV #1: Comment has been noted.
9. The culverts under the existing entrances and the roadside ditch along Tabor Street appear to need
maintenance. Calculations for the culvert and ditch capacities will be required with the WPO
application. The roadside ditch may need to be replanted with sturdier vegetation, or lined if
velocities warrant. The adequacy of other downstream pipes may also need to be checked.
REV #1: When preparing final plans, please coordinate with County project to improve Tabor
Street/Crozet Avenue intersection. Contact Jack Kelsey in Albemarle County Facilities
Management.
Final Site Plan comments (for information purposes only)
REV #1: Comment has been noted.
C o AL
o Ili llh y
8 /!! ®a
County of Albemarle
Department of Community Development
Memorandum
To:Summer Frederick, Senior Planner
From: Amy Pflaum, Engineering Review
Division: Current Development
Date:April 8, 2009
REV: 5/22/09
Subject: SDP200900020, Tabor Presbyterian Church Addition - Preliminary Site Plan
The revisions to the preliminary site plan for the Tabor Presbyterian Church Addition, submitted on April
28, 2009, has been reviewed. Current Development Engineering can recommend approval once the
following comments have been addressed:
General Site Plan Comments
REV #1: Comment has been addressed.
2. The existing concrete sidewalk adjacent and parallel to Tabor Street should be extended to the
western edge of TMP 56A2 -1 -12 with this site plan [18- 32.7.2.8]. The Downtown Crozet District
zoning requires new sidewalks to be 8 -feet wide [18- 20B.7.A]. The applicant may request a
waiver of the width requirement under the provision in 18- 20B.7.D, this is an administrative
waiver to the Chief of Current Development. The VDOT standard for sidewalk width on an
Urban Local road without curb & gutter is 4 -feet.
REV #1: Conanient has not been addressed, sidewalk has not been extended.
3. Hard surface and curbing are required on all new parking lot travelways (18- 4.12.15). Written
requests providing justification for a waiver of these requirements must be submitted with this site
plan [18- 32.5.3]. Please calculate and include the design ADT for the travelway, and the required
pavement section based on that ADT, using VDOT pavement design guidelines. [18- 4.12.15.a]
REV #1: Comment has not been addressed, a waiver request has not been received.
4. Alley right -of -way or easement width should not be less than 20 feet. The Chief of Current
Development may authorize an alley with a lesser width. [18- 32.7.2.5, 14- 410(D)]
REV #1: Comment has not been addressed, Chief of Current Development has not been asked
to authorize a width less than 20 feet.
REV #1: Comment has been addressed, direction of travelway has been reversed so that public
street will not be part of the loop.
REV #1: Comment has been addressed.
7. Please show sight distance triangles at the new entrance.
REV #1: Comment has not been addressed.
Stormwater Management Comments (for information purposes only)
S
REV #1: Comment has been noted.
9. The culverts under the existing entrances and the roadside ditch along Tabor Street appear to need
maintenance. Calculations for the culvert and ditch capacities will be required with the WPO
application. The roadside ditch may need to be replanted with sturdier vegetation, or lined if
velocities warrant. The adequacy of other downstream pipes may also need to be checked.
REV #1: When preparing final plans, please coordinate with County project to improve Tabor
Street/Crozet Avenue intersection. Contact Jack Kelsey in Albemarle County Facilities
Management.
Final Site Plan comments (for information purposes only)
REV #1: Comment has been noted.
lll , z
County of Albemarle
Department of Community Development
Memorandum
To:Summer Frederick, Senior Planner
From:Amy Pflaum, Engineering Review
Division: Current Development
Date:April 8, 2009
REV: 5/22/09
REV: 8/31/09
Subject: SDP200900020, Tabor Presbyterian Church Addition - Preliminary Site Plan
The revisions to the preliminary site plan for the Tabor Presbyterian Church Addition, submitted on July
31, 2009, has been reviewed. Current Development Engineering can recomm send approval once the
following comments have been addressed:
General Site Plan Comments
2. The existing concrete sidewalk adjacent and parallel to Tabor Street should be extended to the
western edge of TMP 56A2 -1 -12 with this site plan [18- 32.7.2.8]. The Downtown Crozet District
zoning requires new sidewalks to be 8 -feet wide [18- 20B.7.A]. The applicant may request a
waiver of the width requirement under the provision in 18- 20B.7.D, this is an administrative
waiver to the Chief of Current Development. The VDOT standard for sidewalk width on an
Urban Local road without curb & gutter is 4 -feet.
REV #1: Comment has not been addressed, sidewalk has not been extended.
REV #2: The requested sidewalk will be constructed with the Crozet Streetscape Project by
Albemarle County's Office of Facilities Development. However, the proposed sidewalk is only
6 -feet wide. A request for waiver of the width requirement will still need to be granted by the
Chief of Current Development. It is unclear with which project the waiver request will be
required — Tabor Church or Crozet Streetscape. Although OFD is installing the sidewalk, the
Tabor Church project can not progress without approval of the waiver.
3. Hard surface and curbing are required on all new parking lot travelways (18-4.12.15). Written
requests providing justification for a waiver of these requirements must be submitted with this site
plan [18- 32.5.3]. Please calculate and include the design ADT for the travelway, and the required
pavement section based on that ADT, using VDOT pavement design guidelines. [18- 4.12.15.a]
REV #1: Comment has not been addressed, a waiver request has not been received.
REV #2: Waiver requests have been received:
Waiver of Surface Material: Current Development Engineering is satisfied that the proposed
gravel surface is adequate to serve the projected use of the travelway and can recommend
approval of the waiver.
Waiver of Curb & Gutter: The county engineer has been asked to waive or modify this
requirement as deemed necessary to accommodate stormwater managenzent/BMP facility
design 118- 4.12.15.g/. Current Development Engineering does not find that the installation of
curb & gutter on the proposed travelway would interfere with the proposed stormwater
nzanagenzent "rain garden". Allowing sheet flow off of the travelway does not ensure that this
stormwater will get to the rain garden for treatment. Curb & gutter may better serve the
purpose of directing the flow to the facility. Engineering can not approve the waiver for
stormwater management purposes.
4. Alley right -of -way or easement width should not be less than 20 feet. The Chief of Current
Development may authorize an alley with a lesser width. [18- 32.7.2.5, 14- 410(D)]
REV #1: Comment has not been addressed, Chief of Current Development has not been asked
to authorize a width less than 20 feet.
REV #2: Comment has not been addressed.
7. Please show sight distance triangles at the new entrance.
Stormwater Management Comments (for information purposes only)
9. The culverts under the existing entrances and the roadside ditch along Tabor Street appear to need
maintenance. Calculations for the culvert and ditch capacities will be required with the WPO
application. The roadside ditch may need to be replanted with sturdier vegetation, or lined if
velocities warrant. The adequacy of other downstream pipes may also need to be checked.
REV #1: When preparing final plans, please coordinate with County project to improve Tabor
Street/Crozet Avenue intersection. Contact Jack Kelsey in Albemarle County Facilities
Management
REV #2: There appears to be a grading conflict between the Church's and Library's proposed
plans. The proposed Church gravel drive will be more than 5 feet higher than the library's
proposed parking lot and there is very little room to make up this grade difference. Although
the gravel drive around the Church is not the "ultimate condition ", the two plans that are
currently being reviewed need to be consistent for approval. Please coordinate the proposed
final grades to ensure they can be reconciled.
Final Site Plan comments (for information purposes only)
A ,X AL
r gyp
County of Albemarle
Department of Community Development
Memorandum
To:Summer Frederick, Senior Planner
From: Amy Pflaum, Engineering Review
Division: Current Development
Date:April 8, 2009
REV: 5/22/09
REV: 8/31/09
REV: 11/06/09
Subject: SDP200900020, Tabor Presbyterian Church Addition - Preliminary Site Plan
The revisions to the preliminary site plan for the Tabor Presbyterian Church Addition, submitted on
October 1, 2009, has been reviewed. Current Development Engineering can recommend approval once the
following comments have been addressed:
General Site Plan Comments
4. Alley right -of -way or easement width should not be less than 20 feet. The Chief of Current
Development may authorize an alley with a lesser width. [18- 32.72.5, 14- 410(D)]
REV #1: Comment has not been addressed, Chief of Current Development has not been asked
to authorize a width less than 20 feet.
REV #2: Comment has not been addressed.
REV #3: Comment has not been addressed, Chief of Current Development has not been asked
to authorize a width less than 20 feet.
Stormwater Management Comments (for information purposes only)
Final Site Plan comments (for information purposes only)