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428 sf Existing Brick Path to Heavy Broom Finis Concrete
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Ov r s t r e e t FREE UNION COUNTRY SCHOOL
COUNTY OF ALBEMARLE
Department of Planning & Community Development
401 McIntire Road, Room 218
Charlottesville, Virginia 22902 -4596
434) 296 - 5823
Fax (434) 972 - 4012
January 23, 2003
Jay Fennell
Free Union Country School
P O Box 250
Free Union, VA 22940
RE: SP- 2002 -064 Free Union Country School; Tax Map 29, Parcel 1D
Dear Mr. Fennell:
The Albemarle County Planning Commission, at its meeting on January 21, 2003, by a vote of 7.0, recommended
approval of the above -noted petition to the Board of Supervisors. Please note that this approval is subject to the
following conditions:
1. If licensure is not required by the State Department of Welfare, this approval shall constitute a waiver of
Section 5.1.6(a) of the Zoning Ordinance, set forth below:
a No such use shall operate without any required licensure by the Virginia Department of Welfare as a
childcare center. It shall be the responsibility of the owner /operator to transmit to the zoning
administrator a copy of the original license and all renewals thereafter and to notify the zoning
administrator of any license expiration, suspension, or revocation within three (3) days of such event.
Failure to do so shall be deemed willful noncompliance with the provisions of this ordinance.
b. Periodical inspection of the premises shall be made by the Albemarle County fire official at his/her
discretion. Failure to promptly admit the fire official for such inspection shall be deemed willful,
noncompliance with the provisions of this ordinance.
c. These provisions are supplementary and nothing stated herein shall be deemed to 'prec!ude app!icaticn
of the requirements of the Virginia Department of `'elfare, Virginia Department of Health, Virg m:_- State
Fire Marshall, or any other local, state, or federal agency.
2. A site plan shall be required for the proposed buildings shown on the concept plan, entitled Proposed Site
Plan Improvements and Additions to Free Union Country School, revised date January 7, 2003.
3. Construction of additional improvements at the site shall require amendment of the approved site plan.
4. Maximum school population (combined students and staff) shall not exceed one hundred and twenty -five
125) persons or such lesser number as may be approved by the State Department of Health and/or the
Thomas Jefferson Health District, or as necessary in order to comply with the requirements of Section 32 0
of the Zoning Ordinance.
Please be advised that the Albemarle County Board of Supervisors will review this petition and receive public
comment at their meeting on February 5, 2003. Any new or additional information regarding your application must
be submitted to the Clerk of the Board of Supervisors at least seven days prior to your scheduled hearing date.
If you should have any questions or comments regarding the above noted action, please do not hesitate to contact
me.
Sincerely,
Steven Biel
Planner
Cc Ella Carey Amelia McCulley
Jack Kelsey Steve Allshouse
5D 20
tn rew
qY Jr_ { r . ff N
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax 434) 972-4126 _ _. -
July 12, 2007
Carolyn Lawlor
Free Union Country School
4220 Free Union Road
Free Union, VA 22940
Andrew S. Thomas, Architect PLLC
P.O. Box 1324
Charlottesville, VA 22902
Re: Proposed Amendment to Relocate /Redesign Building (TM 29, Parcel
15D and SP2002 -064)
Dear Ms. Lawlor and Mr. Thomas:
This letter serves to confirm in writing what I discussed with Mr. Thomas regarding the
proposed change to the new building approved under Special Permit 2002 -064. It is my
opinion that this change is consistent with the Special Use approval and does not
require an amendment. The approved site plan will need to be amended and
approved. It appears that this site plan can be a minor amendment that is eligible for
administrative approval.
The proposal is to change the phase 2 building from two stories to one story. In
addition, the building will be moved to the north, near the side property line and behind
the phase 3 future building.
My finding that this proposed change is consistent with the SP 2002 -064 approval is
based on the following:
1. There is no change in enrollment;
2. There is no direct conflict with any condition of approval;
3. The new building location will not be closer to any adjoining property lines;
4. There are no critical slopes or undisturbed buffers which will be encroached
upon;
5. The building is roughly the same size, although it is one story instead
Garoir Lawlor
Andrew S. Thornas, Architect PLLC
July 12, 2007
Page 2
Please submit the revised site plan when you are ready. If you have any questions,
please do not hesitate to contact me.
Sincerely,
Xj 6P C
Amelia G. McCulley, A.I.C.
Zoning Administrator
Cc: CV document file
SP 2002-064
AI,,
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
Project: Free Union Country School [SDP200800031, WP02008000181
Plan preparer: Hunter McCardle [ email: hniccardler(
Plan received date: 26 Feb 2008
Date of comments: 02 Apr 2008
Reviewer: Jonathan Sharp
A. Minor Amendment
1. Please provide the date and source of the topographic information: All topography should be field
verified by the designer within the last year.
2. Please provide the benchmark location, elevation and datum for topography.
3. Please show the WPO buffer limits on the plan.
4. Please show all critical slopes on the plans.
5. The existing topography for the contour line 476 breaks north of the proposed sport court.
6. Proposed slopes steeper than 3:1 require low maintenance (not grass) ground cover specified on
the plans.
7. Please provide the Albemarle County general construction notes on the plans, verbatim.
8. Please provide drainage profiles for the storm pipes on the plans, in accordance with the County
Engineering Design Manual Checklist.
9. Please provide pipe computations for all pipes, in accordance with the County Engineering Design
Manual Checklist.
10. Please show any roof drains that will tie into the SWM facility.
11. The proposed sport court is on a 4.5% slope. This is a very steep slope for a sport/basketball court.
The previous court was on a slope of 1 %, which is a more appropriate slope for a basketball court.
B. Stormwater Management Plan (WP0200700022)
12. Please provide a completed copy of the standard stormwater maintenance agreement and fee for
recordation. The SWM facility is located on TMP 29 -15D.
13. The proposed drainage area map is confusing. Please delineate each of the 3 drainage areas on the
sheet: DA 41, DA 92, and DA- Biofilter. The narrative states that DA 42 does not change from pre -
development to post- development, but it appears to be changing based on the drainage area maps.
14. Will the SWM facility be sized for the future building additions? Please clarify this in the SWM
narrative. Include assumed impervious values for any future development included in the
calculations.
15. For redevelopment or expansion sites with no previous SWM facilites, please identify the overall
increase in impervious area on site. The proposed SWM facility must, at a minimum, treat an area
comparable to the net increase of imperviousness on site. You may be above and beyond the
requirements based on the proposed design, but it is difficult to tell. Describing the increase of
imperviousness in the SWM narrative may suffice.
16. Please provide the Albemarle County general SWM notes on the plans, verbatim.
17. An adequate trash rack is required on the riser in the facility.
18. If concentrated discharges are proposed to the facility (such as roof drains), sediment forebays are
required. Also, concentrated discharges should not short- circuit in the biofilter with respect to their
proximity to the principle spillway.
Albemarle County Community Development
Engineering Review Comments
Page 2 of 2
19. Please label the minimum floor dimensions of the biofilter on the plans.
20. Please label elevations on the cross - section detail of the biofilter.
21. Areas of sheet flow draining to the facility should be protected by appropriate scour protection
stone.
22. Please provide under drains in the biofilter. Cleanouts should be provided at the end of the
underdrain pipes, and every 50 feet. The underdrain and cleanout locations should be shown on
the plans.
23. Removal Rate calculations should not include offsite areas on the plans. Please remove the areas
not included on the parcel. It does not appear that these changes necessitate the need for a different
type of proposed facility.
24. Please provide routing hydrographs for the 2 yr, 10 yr, and 100 yr storm.
25. Please use realistic critical durations. Durations should be representative of actual rainfall events
such as the rainfall model for a SCS 24 hr duration storm). Typically, storm events in excess of
30 -45 minutes are unrealistic. (As a result of using shorter durations, peak flow rates typically
decrease.)
26. The provided detention computations use incorrect outlet structure information. A weir of 0.2 feet
is specified, but a 12" diameter weir riser is shown on the plans. Also, the structure information for
the outlet barrel is not included in the computations.
27. A SWM bond will be computed by the County once the plans have been approved.
C. Erosion and Sediment Control Plan (WPO200700022)
28. The soils description in the narrative should provide a description of each type of soil on site.
29. The limits of clearing and grading should include all buildings to be demolished.
30. Please provide the dust control symbol (DC) on the plans.
31. Tree protection must be provided on the drip line of trees proposed to be saved. Please distinguish
silt fence from tree protection with different delineations.
32. Please extend the Diversion Dike from the Construction Entrance to the proposed sediment trap.
33. Please remove the Diversion Dike east of the existing main building. It only causes unnecessary
disturbance and concentrates flow.
34. The parking area, staging area, and stockpile location are located in the way of construction and
grading.
35. The proposed outfall location for the ESC trap /SWM facility will cause concentrated discharge
onto the neighboring parcel before reaching the downhill swale. Please revise the configuration to
keep discharge on the parcel before it reaches the swale.
36. The proposed drop inlet sediment trap does not meet VESCH minimum standards (3.07). 134 cu
yd /acre of wet storage is required, and wet storage cannot exceed 2 feet in depth. Engineering
recommends either providing as shallow wet storage as possible (1 ft min) or eliminating the trap
because of its proximity to the play area as safety is a concern. Please specify safety fencing
around the sediment trap.
37. The invert elevations of the sediment trap do not match the drainage plans. The invert in of the
downstream pipe is 471 while the bottom of the trap is 470.5. The top of the riser for the SWM
facility is 475 while the top of the inlet for the sediment trap is 474.
38. An ESC bond will be computed by the County once the plans have been approved.
OF AL
A
GI
County of Albemarle
Department of Community Development
Memorandum
To: Hunter McCardle (hmecardle@mckeeearson.com)
From: Megan Yaniglos- Planner
Division: Zoning & Current Development
Date: March 20, 2008
Subject: SDP -2008 -031- Free Union Country School- Minor Amendment
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. [32.5.6(b)] Provide the square feet for the proposed additions as well as the number of
stories for each building.
2. [32.5.6(b)] Provide the square feet for the future buildings.
3. [32.5.6(n)] Provide the dimensions for all sidewalks and surfaces. As well as, label all
walkways and areas. There appears to be some sort of courtyard space between the two
additions, label the material and space.
4. [32.5.6(n)] The special use permit plan shows new parking, is that a future addition?
Please clarify.
Please contact Megan Yaniglos at the Department of Community Development 296 -5832 ext.
3004 for further information.
Win c r
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
Project: Free Union Country School [SDP200800031, WP0200800018]
Plan preparer: Hunter McCardle [email: lhsiiccardle(c tticke c,irsoll _cc}m]
Plan received date: 26 Feb 2008
21 Apr 2008 (Revs)
Date of comments: 02 Apr 2008
03 June 2008 (Revl)
Reviewer: Jonathan Sharp
A. Minor Amendment
Please show the WPO buffer limits on the plan.
Revl: Buffer disturbance is shown on the plans. Please remove all work and grading outside
the buffer
5. The existing topography for the contour line 476 breaks north of the proposed sport court.
Revl: comments not addressed. Show proposed contours tying to existing contours for the
demolition of'd :e building. Final topography should show no grading breaks.
7. Please provide the Albemarle County general construction notes on the plans, verbatim.
Revl: comments not addressed There are 9 County general construction notes, the plans only
show 8.
8. Please provide drainage profiles for the storm pipes on the plans, in accordance with the County
Engineering Design Manual Checklist.
Rev]: Pipe profiles are required for all proposed pipes.
B. Stormwater Management Plan (WP0200700022)
Albemarle County Community Development
Engineering Review Comments
Page 2 of 3
14. Will the SWM facility be sized for the future building additions? Please clarify this in the SWM
narrative. Include assumed impervious values for any future development included in the
calculations.
Revl: This is still unclear. See comment #15.
15. For redevelopment or expansion sites with no previous SWM facilites, please identify the overall
increase in impervious area on site. The proposed SWM facility must, at a minimum, treat an area
comparable to the net increase of imperviousness on site. You may be above and beyond the
requirements based on the proposed design, but it is difficult to tell. Describing the increase of
imperviousness in the SWM narrative may suffice.
Revl: It is unclear if'the biofilter is treating enough impervious area for the proposed area or
for future impro vein entc. Engineering analysis ofpre and post impervious areas is
approximated as follows:
4, = 0.50 acres
Ipn.cl = 0.70 acres
h ,,,,. t + I,,,,.,1 f Lure = 0.145 acres
liucrease = 0.35 acres
The plans are only showing treating 0.15 acres of'impervious area. At a minimum 0.2 acres of
impervious area should drain to the facility. To include future improvements, 0.35 acres of
impervious area should be treated.
17. An adequate trash rack is required on the riser in the facility.
Revl: eoments not addressed.
If concentrated discharges are proposed to the facility (such as roof drains), sediment forebays are
required. Also, concentrated discharges should not short- circuit in the biofilter with respect to their
proximity to the principle spillway.
Revl: Will there be no gutters or downspouts from the roof? These would be considered
concentrated discharge. Also, baffles are not permitted in permanent facilities, only for ESC
basins.
1. Areas of sheet flow draining to the facility should be protected by appropriate scour protection
stone.
Revl: comments not addresser!.
Albemarle County Community Development
Engineering Review Comments
Page 3 of 3
27. A SWM bond will be computed by the County once the plans have been approved.
C. Erosion and Sediment Control Plan (WPO200700022)
35. The proposed outfall location for the ESC trap /SWM facility will cause concentrated discharge
onto the neighboring parcel before reaching the downhill swale. Please revise the configuration to
keep discharge on the parcel before it reaches the swale.
Revl: comments not addressed.
38. An ESC bond will be computed by the County once the plans have been approved.
plication #: F wPo2oos0001s Short Review Comr ants
Project Name: Free Union Country School Stormwater Management/BMP Plan
Erosion an Sediment Control Plan
Date Completed:
Reviewer:
Review Status:
Reviews Comments:
Date Completed:
Reviewer:
Review Status:
Reviews Comments:
07/15/2008
Jonathan Sharp Engineer Z &CD
Approved
icant must post bonds.
07/15/2008
Jonathan Sharp Engineer Z &CD
Approved
Applicant must post bonds.
Date Completed:07/15/2008
Reviewer:Jonathan Sharp
Review Status:Pending
Reviews Comments:FSWM bond: $18,000.
Date Completed:07/15/2008
Reviewer:Jonathan Sharp
Review Status:Pending
Engineer Z &CD
Engineer Z &CD
Reviews Comments: E $12,000.
Date Completed:
Reviewer:
Review Status:
Reviews Comments:
05/20/2009
Max Greene CommDev- Current Development
No Objection
LOR recieved to change Honey Dust path to Concrete and add a curb, check WPO to see what C
value was given to path and if bio- filter can handle new impervious area.
Per Engineering letter dated 12 June 2008, the bio- filter is treating more impervious area than the site
plan required. Thus, no Engineering concerns with the change from honey dust to concrete. Future
additi to the site will require a separate application Stormwater and E &SC plan and fees.
Date Completed: U9/1 U12uUb
Reviewer: Pam Shifflett CD
Review Status: Approved
Reviews Comments: 9/8/08 - Forwarded to County Attorney to approve as to form.
9/9/08 - Approved as to form by County Attorney, signed by County Executive. Scheduled for
recordation on 9/10/08.
9/10/08 - Recorded in Clerk's Office - DB 3644, page 222.
Page: 1.00 County of Albemarle Printed on: Wednesday, May 20, 2009