HomeMy WebLinkAboutCLE202300037 Application 2023-03-21Zoning Clearance Information
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Albemarle County
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Communily Development
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401 Mclebre R0, NMh Wing
ChadottesWlle, VA 229N
I �Rt:I>t\r
Phone 434.296.5832
What is a Zoning Clearance?
A Zoning Clearance is verification from Albemarle County that a proposed use, whether it is a new business or other activity
(see Zoning definition of "Use"), satisfies all requirements of the Albemarle County Zoning Ordinance and ensures public
health and safety. A Zoning Clearance Application is reviewed by the Zoning Department, Building Inspections Department,
as well as any other applicable departments or agencies.
A Zoning Clearance is Required in the Following Circumstances
• Opening a new business
• Changing or expanding an existing business
• Buying an existing business
• Moving a business to a new location or changing its name
• Before natural resource extraction
• Any uses listed in Section 5 of the Albemarle County Zoning Ordinance as requiring a Zoning Clearance
Items Required to Apply for a Zoning Clearance
Before filling out a Zoning Clearance Application ensure you have or have done the following:
[� Tax Map and Parcel number or Address of the property. Include suite/unit/floor number, if applicable.
[� Description of the proposed business/use. Include any and all relevant information such as a description of the
business, the number of employees, number of shifts, availability of parking, etc.
[� A Floor Plan. A sketch or an architectural drawing of the total square footage of the use. If using less than the entire
structure, note the location within the structure. Note the square footage of and use of each room.
Provide notice to the owner if the applicant is not the owner. Within ten days of applying for a zoning clearance, the
applicant, if they are not the owner of the parcel and/or structure, shall inform the owner that they have applied for a
Zoning Clearance. Please fill out the form on page 3.
• Other Approvals/Documents if applicable.
• A Certified Engineer's Report is required if the parcel is zoned Industrial (LI, HI, or PDIP).
• Health Department approval is required for food preparation or if the parcel is on private well or septic.
• Bakeries require USDA approval.
• Any additional approvals the Zoning Administrator may require including Department of Social Services and Fire +
Rescue.
• If you have any questions feel free to contact Staff at (434) 296-5832
Submitting an Application
Once you have all the required information provided above:
1. Fill out an application. Please complete page 2 in its entirety.
2. Submit an application. Bring or send a completed application to Albemarle County Community Development at
401 McIntire Rd, North Wing, Charlottesville, VA 22902
3. Pay. The application fee can be paid for in person or online. If paying online please attach a copy of your payment re-
ceipt. A Zoning Clearance Application will not be processed until payment has been received.
4. Notify the Owner. If you are not the owner of the property please fill out page 3.
Zoning Clearance Application
FOR OFFICE USE ONLY
Fee Amount: $ 61.36
Application fee: $59 + Technology Surcharge: $2.36
Receipt M
Clearance Number:
Date Paid: By.
Check #: By:
Applicant - Fill out the entire page below and return to:
Community Development 401 McIntire Rd, North Wing, Charlottesville, VA 22902
Albemarle County
Community Developmenl
401 Mcirlim Rd, NOM Wing
Charlottesville, VA 229M
Phone0. .296.5832
Name:
Q rr-
E-Mail Address:
CC< rr efC
Mailing Address:
Phone*
3 yo —a
Tax Map and Parcel
number and/or Address
of the Business:
-Zoo/ Vi / /,e Rodd
/
Sv/J/e, VA o2a 936
Zoning:
Star will fill out d unknown
Parcel Owner:
pFar/
I,om M n r! L L [
Owner's Address:
r
Check any that apply:
New Busine mge of Use E Change of Ownership Change of Name
Business Name:
Description of Business'
Describe the business including use, number of employees, number of shifts, availability of packing, and any additional info.
e gym. `'>Cn CnCollrrltn �Y Siv s
Previous Busin ss 6n Site: / o
Floor Plan:
Please attach either an architectural drawing or a sketch of the propose business indicating the location of uses, the
uses of rooms, the total square footage of the use, and any additional information.
Total Square Footage Used
for the Business:
Is the Parcel Zoned LI, HI, or PDIP?
Yes [Z No If yes, fill out a Certified Engineer's Report (CER)
Will there be food preparation?
ElYes Q No If yes, provide Virginia Department of Health approval
Is the Parcel on public water or private well?
Public Private If on private well, provide Virginia Department of Health approval
Is the Parcel on public sewer or septic?
Public Septic If on septic, provide Virginia Department of Health approval
Will you be putting up any new signage?
Eyes V No If yes, obtain appropriate sign permit and list permit # below
Will there be new construction or renovations?
Yes No If yes, obtain appropriate building permit and list permit # below
Please list any applicable Building Permit #s:
$.20AL/ _ 0,P-8 9S-Ar-
Zoning Clearance review cannot begin until the application above is complete and all applicable forms and fees are submitted.
This Clearance will only be valid on the parcel for which it is approved. If you change, intensify, or move the use to a new
location, a new Zoning Clearance will be required.
hereby certify that I own or have the owner's permission to use the space indicated on this application. I also certify that the
information provided is true and accurate to the best of my knowledge. I have read the conditions of approval, and I understand
them, and that I will abide by them. xx //^/
Signature s Printed U o% rfoS LL' rlr
Date 3,/6 �e20& 3
OI Vq�
Albemarle County
Zoning Clearance Application -r', = 401Wi o,RdMaiinW
Ch htdnM1re Rd 229 Wind
Chatlollesville, VA 22902
r>R(.tK�T Phone 9332%5832
Applicant - If you are not the land owner, please fill out the entire page below confirming that you have either
informed or are going to inform the owner of your zoning clearance application.
CERTIFICATION THAT NOTICE OF THE APPLICATION HAS BEEN
PROVIDED TO THE LANDOWNER
I certify that I will provide (or have provided) notice of this clearance
application, Education Transformation Centre
clearance number provided by Staff or business name
to df m ZYetojfa�'a�imeir �r 4roLC the owner
of Tax Map and Parcel Number _04500-00-00-031 DO by either delivering a
TMP number of property
copy of the application to them in person or by sending them a copy of the application by
mail. (Please check one of the following below)
r ! Hand delivering a copy of the application to the owner identified above on
Date
F/ Mailing a copy of the application to the owner identified above on
Date_3/17/2023 to the following address:
(Written notice to the owner and last known address on our record books will satisfy this
requirement. Please see staff for help determining this information if needed)
Signature of Applicant
Applicant Name Printed v Dolores Carr
Date
9
For Albemarle County Staff Review Only
Proposed Use:
Permitted:
❑ Yes ❑ No
I
Permitted by Section:
Supplementary Regulations:
Applicable Special Use Permit (SP):
Applicable Rezonings (ZMA):
Applicable Site Plans (SDP):
Parking:
If there is an approved site plan associated with the parcel, the parking requirements will be defined by the SDP. Some
parking requirements are determined by a ZMA or by an approved Code of Development.
Parking Formula:
Defined by:
[_]Site Plan ❑Zoning Ordinance ❑ CoD ❑Existing
Total Square Footage of the Use:
Required number of parking spaces:
Associated Clearances:
Variances:
Violations:
Is a site inspection necessary?:
❑ Yes D No
Site Inspection on (date):
To Confirm:
Notes:
Conditions of Approval:
Additional conditions of approval apply to Fireworks and Christmas Trees
Approval Information
❑ Approved as proposed ❑ Approved with conditions ❑ Denied
❑ Backflow prevention device and/or current test data needed for this site. Contact ACSA, 434.977.4511 ext. 117
❑ No physical site inspection has been done for this clearance. Therefore, it is not a determination of compliance
with the existing site plan.
❑ This site complies with the site plan as of this date.
Conditions:
Additional Notes:
Building Offic
Zoning Off icia
Other Official
County of Albemarle Department of Community Development
401 McIntire Road Charlottesville, VA 22902 Phone: 434.296.5832 Fax: 434.972.4126
19
.A County of Albemarle
1- Community Development Department - Planning
`tacrv�"
January 11, 2022
Dr. Dolores Carr
1904 Dellwood Rd
Charlottesville VA 22901
dcarr@etcnow.ore
RE: SP202100012 Education Transformation Center Action Letter
Dear Dr. Carr,
Mariah Gleason
m ot I ilit'n, I,i_.cr
Telephone: (434) 296-5832 ext.3097
On December 15, 2021, the Board of Supervisors took action on the above -noted Special Use Permit on Tax Map Parcel
Number 045000000031DO in the Rio District. The Special Use Permit was approved by the Board's adoption of the
attached resolution and conditions.
Please be advised that although the Albemarle County Board of Supervisors took action on the project noted
above, no uses on the property may lawfully begin until all applicable approvals have been received and
conditions have been met. This includes:
• compliance with the approved SPECIAL USE PERMIT; and
• approval of a ZONING COMPLIANCE CLEARANCE.
Should you have questions regarding the above -noted action, please contact me.
Sincerely,
Mariah Gleason
Senior Planner 11
Cc. Community Bridge LLC
1775 Earlysville Rd
Charlottesville VA 22901
,d<e udar.a �
WWW.ALBEMARLE.ORG
401 McIntire Road, North Wing, I Charlottesville, VA 22902-4579
RESOLUTION TO APPROVE
SP202100012 EDUCATION TRANSFORMATION CENTRE
WHEREAS, upon consideration of the staff report prepared for SP 202100012 Education
Transformation Centre and the attachments thereto, including staffs supporting analysis, the information
presented at the public hearing, any comments received, and all of the factors relevant to the special use
permit in Albemarle County Code §§ 18-10.2.2(5) and 18-33.8(A), the Albemarle County Board of
Supervisors hereby finds that the proposed special use would:
]. not be a substantial detriment to adjacent parcels;
2. not change the character of the adjacent parcels and the nearby area;
3. be in harmony with the propose and intent of the Zoning Ordinance, with the uses permitted by
right in the Rural Areas district, and with the public health, safety, and general welfare (including
equity); and
4, be consistent with the Comprehensive Plan.
NOW, THEREFORE, BE IT RESOLVED that the Albemarle County Board of Supervisors
hereby approves SP 202100012 Education Transformation Centre, subject to the conditions attached
hereto.
I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a
Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to
zero, as recorded below, at a regular meeting held on December 15.2021.
Clerk, Board of County Ssors
Aye Nay
Mr. Gallaway
Y
Ms. LaPisto-Kirtley
_
Y
Ms. Mallck
Y
Ms. McKee]
Y
Ms. Palmer
Y
Ms. Price
Y
SP202100021 Education Transformation Centre Special Use Permit Conditions
t. T7he private school use must primarily take place indoors, except for associated outdoor activities.
2. Maximum student enrollment for the private school use cannot exceed 24 students.
3. Students must be transported to and from the site via either (a) vehicles either owned or leased by
a school or school district, or (b) public transportation.
4. Normal hours of operation for the private school use are limited to 7:30am to 4:00pm, Monday
through Friday. No weekend or evening events associated with this use are permitted.
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11(
Comprehensive Plan
04500-00-00-031-DO
ABOUT 2001 EARLYSVILLE RD, EARLYSVILLE, VA 22936
3.3-acre waterfront property located on the Rivanna River just outside of Charlottesville city limits. Two story
masonry and wood, brick exterior. First level: foyer, worship area and several offices. Lower level: kitchen, offices
and 2 large meeting areas. Composite shingle gable style roof- excellent condition. Private well and septic. HVAC:
5 heat pump units. Surround by greenery. Immediate neighbors are located across the highway. There is a loop
parking lot with 20+ parking spaces.
Education Transformation Centre (ETC) would use three rooms and kitchen in the lower level of the facility for 8
hours per day, Monday -Friday.
PROPERTY FACTS
Property Type: Specialty
No. Stories: 2
Property Subtype: Religious Facility
Year Built: 1982
Lot Size: 0.23 AC
Opportunity Zone: No
Building Size: 9,957 SF
Description of Proposal
04500-00-00-03 1 -DO / 2001 Earlysville Road, Earlysville, VA
The potential use for a part of the property on Earlysville Rd is now used by Evergreen
Ministries.
Educational Transformation Centre (ETC) is a non-profit alternative education school. Their
mission is to help high school students that have been suspended for behavioral issues, and are
facing the prospect of long-term expulsion, to get their lives on a positive track. They would use
three rooms in the lower level of the facility for 8 hours per day, Monday -Friday when it is
largely unused. Individual students are enrolled for six weeks.
Key points regarding the use of the facility:
• The program's maximum capacity is 20 students but they have never operated at this
level.
• Students are assigned to ETC by their schools and choose ETC vs long-term suspension
• School systems and social services pay for the program
• ETC serves Charlottesville/Albemarle, Green, Nelson, Buckingham, Fluvanna, and
Louisa.
• Students are delivered to and picked up from ETC by their school district
• Students are supervised constantly during the day and are never left on their own
• Student: teacher ratio is 8:1.
• The program is a combination of regular education and counseling based on clinical
assessment
• The staff includes teachers and a mental health intern that is supervised by a licensed
clinician
• The approach is for teachers and counselors to build relationships with the students,
modeling positive behaviors, demonstrating problem solving skills and constructive
conflict resolution.
• Their standards are to build relationships based on two-way respect, clear expectations
and appropriate treatment.
• ETC has been operating for a year in Esmont and has never had any incident or problems
with neighbors. Their near neighbor has been a senior center with whom they set up an
inter -generational lunch creating a positive experience between students and seniors.
1'JO24 14t PSOPEP-f!ES )i T! OD /� )i E
224 i4th St. IV\nf /�/ �.i 1 Lf
Charlottesville. VA 22903
To: Dr. Dolores Carr (The Education Transformation Center)
From: Keith O. Woodard, Architect, Virginia License Number0401007054
RE: 2001 Earlysville Road
Purpose: Confirm Compliance with Use Group E, Virginia Existing Building Code
Date: April 27, 2021
Copy: W. Keith Woodard, Manager for the property
Phonc: 1434) 97i-88o0
Fa,,: (434? 293-2280
infoo,woodardproper, es.com
Request:
I have been asked to inspect this property and confirm that it conforms with the requirements for use as
an educational facility (Use Group E) in the existing building on this site, which is currently used as a
church. The property is in Albemarle County and known as the Cornerstone Church complex located at
2001 Earlysville Road.
Background and Proposed Use:
The existing church complex is used for church services, primarily on Sundays, and The Education
Transformation Centre is interested in using the property for an alternate school on other days. The
Special Use Permit (SUP) application being submitted by The Education Transformation Centre requires
that compliance with building codes be met and verified for the educational use proposed.
Existing Conditions:
Building and Use: The 9,957 Square Foot building was constructed in 1980 and 1988 as a 2-story
structure with a sanctuary, classrooms, office, and rest rooms for church use.
Exits: The exits from the building are 1) from the main level through an entry foyer on grade and an exit
door directly to the exterior from the sanctuary, as well as a secondary exit from an intermediate
landing door at the east end of the building, and 2) from the lower level via 2 on -grade walk -out exit
doors on the rear and front of the building, and from the intermediate landing exit door at the east end
of the building..
Parking: Three (3) designated handicap parking spaces are provided on site, along with an accessible
concrete walkway to connect those spaces to the main entry of the building. Another handicap parking
space and access to the lower level needs to be added since there is no elevator in the building.
Serving Cfrerloitesville Businesses, Students, and the Community Since ' 981.
Fire Safety: The building has pull stations at the exit/entrances to sound an alarm. Proposed is to add
smoke detectors and an EBU in every classroom and to verify the functionality of the alarm system.
Rest Rooms: There are two (2) rest rooms on the main level, a women's room with three (3) toilets, and
a men's room with two (2) toilets and one urinal, along with a vanity and sink in each. Each rest room
has one accessible and property sized and equipped handicap accessible toilet stall for the time they
were built. Proposed and in review is a plan to add two (2) additional handicap accessible restrooms on
the lower level, a men's room with toilet, urinal, and sink and a women's room with toilet and sink. The
building currently meets the required ADA standards on the upper level and will meet those
requirements on the lower level upon the completion of the proposed rest room facilities.
Educational Use:
Based on my review of the requirements for educational use and of the existing facilities at 2001
Earlysville Road in Albemarle County, I hereby certify that this building meets the exit, parking, life
safety, and access requirements for Educational Use (Use Group E) for a facility of up to 40 students
provided the lower -level rest rooms are completed, the smoke detectors and EBUs are installed, the
alarm system confirmed toke operational, and a handicap parking space and access is provided to the
I
LD-448
(7-13-21)
VIRGINIA DEPARTMENT OF TRANSPORTATION
LOCATION AND DESIGN/STRUCTURE & BRIDGE
DESIGN WAIVER REQUEST
(See IIM-LD-227 for the definition of Design Waiver)
Design Waiver Number:
To: I Mike Jacobs, PE
Page I of 4
District Location and Desien Engineer
From Project Designer (L&D, S&B or Consultant): Thomas Ruff, PE, PTOE
Project Information
UPC N/A State Project N/A
Number
Federal Project Number
N/A
District
CULPEPER
City/County
ALBEMARLE
Locality Proj.
N/A
Number
The Education Transformation Centre is interested in using the existing church
space to operate an alternative schooling program. The existing Cornerstone
Church complex entrance is located at 2001 Earlysville Road, between Woodlands
Project Description
Road and Solace Lane; this is the only point of ingress and egress for the site. A
Special Use Permit (SUP) is being pursued with Albemarle County to allow the
existing church complex to be used for educational activity during the week. No
improvements to the site or existing entrance are planned.
Start Location (From)
500' South of Existing Entrance to 2001 Earlysville Road (Route 743)
End Location (To)
700' North of Existing Entrance to 2001 Earlysville Road (Route 743)
Funding Source
Private
❑
Minimum Radius
❑ Lane Shift/Tapers
❑
Buffer Strip Width
❑ Ditch Width
❑
Paved Shoulder Width
❑ Superelevation
❑
Sidewalk Width (See
❑ Curb and Gutter
IIM-LD-55)
NHS & Interstate System Access Control —100'
❑
Urban Areas and 300' Rural Areas
(See RDM, App. F)
Functional Classification GS-7 URBAN
COLLECTOR STRLLT
❑ ' Total Shoulder Width
❑ Shared Use Path Width (See RDM, App. A(1))
❑ Guardrail GR-9/GR-2
® Intersection Sight Distance
® Other Left Turn Lane
Minimum VDOT GS St'd GS-7
LD-448
(7-13-21)
Min. VDOT Standard
Design Speed
Existing Dimensions
LTL = 100' T x 100' S
ISD = 500'
45 MPH
No Left Turn Lane
SDL = 500'+
SDR = 425'
VDOT Reference Location
Posted Speed
Requested Dimensions
Pace 2 of 4
VDOT RDM Appendix F
Pages F-65 & F-50
45 MPH
No Left Turn Lane will be
provided
SDL = 500'+
SDR = 425'
LD-448
(7-13-21)
Page 3 of 4
Design Waiver request must address the following:
• Established design criteria versus proposed and existing criteria (including traffic data,
design speed and posted speed)
• Reason the appropriate design criteria cannot be met
• Justification for the proposed criteria
• Any background information which documents, supports or justifies the request
• Any mitigation that will be provided to further support or justify the request
• Cost to meet standard versus project cost
Attach all supporting documentation to this exhibit including crash history (past three years).
THOMAS B/OWNE RUFF
Lic. No. o55085
?n �l/7/•tI �4
Timmons Group
Richmond, VA
Thomas Ruff, PE, PTOE
Prepared By: Timmons Group
Consultant (P.E.'s Name and Company Name)
Date: 9/7/2021
Note: The responsible person that prepares the request shall also electronically seal and digitally
sign in the block above. All signatures below shall be digital signatures.
LD448
(7-13-21)
Digitally signed by Jacobs Mike
xfg24184
Jacobs Mike Xf 24� 84 Location: Culpeper, Virginia
�i Reason: I am approving this
document
VDOT Approved By: _Date: 2021.09.0714:19:09-04'00'
District Location and Design Engineer
CC: Appropriate Assistant State Location and Design Engineer
Project Manager
State Geometric Design Engineer
State Structure and Bridge Engineer
Assistant State Traffic Engineer — Traffic Control Devices
Page 4 of 4
TIMMONS GROUP
YOUR VISION ACHIFVED iHROUGN OURS
To: Adam Moore, PE (VDOT)
From: Thomas Ruff, PE, PTOE
RE: 2001 Earlysville Road SUP
Design Waiver Support Memo
Date: September 2, 2021
1001 Boulders Parkwav P 804.200.65u:
Suite 300 F 804.560.10 i
Richmond, VA 23225 www.timmorts.com
Copy: Scott Dunn, AICP, PTP (TG); Mike Jacobs, PE (VDOT)
THOMAS BOWNE RUFF
Uc. No. 055085
91212v21
Timmons Group has prepared a VDOT Design Waiver (LD-448) in support of not installing an
auxiliary southbound left turn lane on Earlysville Road at the entrance of the existing Cornerstone
Church complex located at 2001 Earlysville Road in Albemarle County, Virginia. The existing
Cornerstone Church complex entrance is located on Earlysville Road between Woodlands Road
and Solace Lane; this is the only point of ingress and egress for the site. The Education
Transformation Centre is proposing to use the existing church space to operate an alternative
schooling program. A Special Use Permit (SUP) is being pursued with Albemarle County to allow
the existing church complex to be used for educational activity during the week.
Pursuant to VDOT comments, a turn lane warrant analysis (TLWA) was completed and submitted
to VDOT on April 13, 2021. The TLWA indicated a southbound left turn lane was warranted based
on Figure 3-10 from Appendix F of VDOT's Road Design Manual. The TLWA also indicated a left
turn lane was not needed from a safety, capacity, or queuing standpoint. The TLWA is included
as Attachment A for reference.
As a result of the TLWA, VDOT has requested a Design Waiver Request (LD-448) to support not
constructing the southbound left turn lane.
As discussed above, the Applicant is requesting a design waiver to eliminate the construction of
a southbound left turn lane at the site entrance on Earlysville Road (Route 743). In addition, the
Applicant is requesting a design waiver to continue the use of the existing site entrance that does
not currently meet sight distance right requirements.
In support, VDOT Form LD-448 is included in Attachment B.
This design waiver request memo addresses the following criteria:
• Established design criteria versus proposed and existing criteria (including traffic data,
design speed and posted speed);
• Reason(s) the appropriate design criteria cannot be met;
• Justification for the proposed criteria;
• Any background information which documents, supports or justifies the request;
• Any mitigation that will be provided to further support or justify the request;
• Cost to meet standard versus project cost; and
• Crash History over the past 3 years.
2001 Earlysville Road — Design Waiver • ••�
September 2, 2021 ' • • `
Page 2of5 TIMMONS GROUP
Established Design Criteria vs. Proposed Criteria
Earlysville Road is a VDOT-maintained, two-lane, undivided, urban major collector roadway with
a posted speed limit of 45 mph. According to the 2019 VDOT Daily Traffic Volume Estimates
Report (most recent available), Earlysville Road carries approximately 9,900 vehicles per day in
the vicinity of the site. Additional information about existing and projected traffic volumes are
included in the TLWA in Attachment A.
In accordance with Figure 3-1 of the VDOT Road Design Manual, Appendix F, a roadway with the
characteristics of Earlysville Road requires a left turn lane with a 100-foot taper and a minimum
100 feet of storage with any additional storage determined by capacity analysis. As shown in the
TLWA, capacity analysis indicated a 95`" percentile queue of zero feet. Therefore, the established
design criteria for the eastbound left turn lane is a 100-foot taper and 100-foot storage. In
addition, according to Figure 3-22 of the VDOT Road Design Manual, Appendix F, the approach
taper and departure taper requirement is 500 feet.
In accordance with Table 2-5 of the VDOT Road Design Manual, Appendix F, a 2-lane roadway
with the characteristics of Earlysville Road requires intersection sight distance right and left of
500 feet. The existing intersection sight distance left is more than 500 feet and meets the
requirements. The existing intersection sight distance right is approximately 425 feet due to the
presence of the horizontal curvature of Earlysville Road.
Per Table 2-6 of the VDOT Road Design Manual, Appendix F, a roadway with a design speed of
45 MPH requires a stopping sight distance of 360 feet. Both the northbound and southbound
approaches of Earlysville Road meet the requirements for stopping sight distance at the existing
site entrance.
The proposed design criteria are to (1) eliminate construction of the southbound left -turn lane,
(2) preserve the existing intersection sight distance and stopping sight distance, and (3) maintain
existing operations at the existing site entrance.
2001 Earlysville Road — Design Waiver ......
September 2, 2021 •
Page 3of5 TIMMONS GROUP
Reason the Aoprooriate Design Criteria Cannot be Met
As shown on the attached layout plan, Attachment C, a southbound left turn lane with the
established design criteria cannot be constructed for the following reasons:
1. Immediately west of the site, there is a VDOT bridge structure that carries Earlysville
Road over the Rivanna Reservoir. The location of the bridge span limits the geometry
available for a southbound left turn lane into the site. The proposed geometry would
require structural elements to widen the bridge deck and a retaining wall to support
roadway widening leading to the bridge.
As shown on the attached layout plan, the approach taper requires realignment and
reconstruction of the bridge. Further, the roadway and/or bridge widening requires
obtaining right-of-way from adjacent property owners.
2. Earlysville Road is a prescriptive right-of-way corridor throughout the project area.
Therefore, the installation of the southbound left turn lane taper and storage
improvements would require the acquisition of prescriptive right-of-way from six (6)
parcels and the purchase of partial property takes from three (3) property owners.
The location of the existing site entrance and the requested turn lane does not allow
any shifting of the roadway without impacting adjacent property owners with
additional right-of-way acquisition. The right-of-way impacts are based on current
Albemarle County property alignments and information. It is possible that proposed
cut lines may require additional property takes and/or easements beyond those
currently assumed.
Justification for the Proposed Design Criteria
As shown in the TLWA, the southbound left turn lane is not required from a capacity or queueing
standpoint. The southbound shared left -through approach will operate at a level of service A
with a 9501 percentile queue of zero feet. The maximum number of left turns is anticipated to be
four (4) in the AM peak hour and three (3) in the PM peak hour; this equates to one (1) left turn
every 15 minutes during the peak hours.
Further, the proposed design criteria (no southbound left turn lane) will not impact the existing
bridge structure over the Rivanna Reservoir or require the acquisition of prescriptive right-of-way
from six (6) property owners and partial property takes from three (3) property owners.
The existing site entrance currently functions with no operational issues during the weekday AM
or PM peaks, as shown in the TLWA, and there is no documented crash history in the vicinity of
the site entrance that would require a change to the existing access. It should also be noted that
auxiliary turn lanes are not provided for nearby commercial properties or other site entrances
which generate similar traffic volumes nor for residential street intersections which generate
similar volumes.
2001 Earlysville Road — Design Waiver •...
September 2, 2021 o
Paoe4of5 TIMMONS GROUP
Background Information which Documents. Supports, or Justifies the Reauest
The TLWA is included in Attachment A and offers documentation and support for the design
waiver request. The schematic layout of the southbound left turn lane at the site entrance is
included in Attachment C and the cost estimate is included in Attachment D.
Mitioation Provided to Further Support or Justifv the Reauest
The proposed SUP requests access for an alternative education program that can accommodate
up to 30 students and 10 staff members. The alternative education program will operate in
conjunction with surrounding school systems and support children in need. Although 30 students
were used in the trip generation, it is not anticipated that the maximum student population will
be reached.
The client also expects to utilize shared transportation (i.e., buses and shuttles) for students,
which would further reduce the trip generation estimates for the site. It is likely that the site will
generate fewer than the four (4) southbound left turns that are currently projected. There is a
possibility that no students or staff will need to access the site from the north, which will eliminate
southbound left entering traffic and the need for the requested auxiliary turn lane.
Although the intersection sight distance is not met, the stopping sight distance for vehicles on
Earlysville Road is met. Per Table 2-6 of the VDOT Road Design Manual, Appendix F, a roadway
with a design speed of 45 MPH requires a stopping sight distance of 360 feet. Both the
northbound and southbound approaches of Earlysville Road meet the requirements for stopping
sight distance at the existing site entrance. Since the stopping sight distance requirement is
exceeded, vehicles approaching from the north will be able to successfully slow or stop
approaching the intersection when a vehicle enters from the existing site entrance.
The existing site entrance currently functions with no operational issues during the weekday AM
or PM peaks, as shown in the TLWA, and there is no documented crash history in the vicinity of
the site entrance that would require a change to the existing access.
Cost to Meet Standard vs. Proiect Cost
As discussed above, construction of a southbound left turn lane will impact the bridge structure
to the west and adjacent parcels/property owners. The bridge structure would need to be
realigned/reconstructed, or a roadway widening with another structural element installed, in order
to accommodate the approach taper. In addition, a minimum of six (6) properties will need to
be negotiated with to purchase prescriptive or fee right-of-way.
The estimated construction cost of the southbound left -turn lane is $1,187,000. The estimated
right-of-way costs are approximately $430,000. Including engineering design and VDOT review
of the plans, the total estimated cost to install a southbound left turn lane will be approximately
$1,817,000 to meet standards. The preliminary cost estimate is included in Attachment C.
The proposed SUP has no revisions to access, parking, or the existing building. The estimated
construction cost of the proposed development is $0. Therefore, the cost to meet the design
standard is 100% of the total project cost.
2001 Earlysville Road — Design Waiver ......
September 2, 2021
Page Sof5 TIMMONS GROUP
Crash History Over the Past Five (5) Years
A review of the publicly available VDOT crash data indicates that in the past five (5) years (2016-
2020) there have been three (3) crashes in the vicinity of the existing site entrance along
Earlysville Road (500 feet in either direction of the entrance).
The crash severity was classified as two (2) property damage only crashes and one (1) crash that
resulted in visible injury.
The type crashes were classified as one (1) fixed object in the road crash with a vehicle striking
a portion of the bridge structure, one (1) fixed object off road crash that was the result of the
driver avoiding an animal, and one (1) deer related crash.
Overall, during the five-year review period, there have been a limited number of crashes
associated with the existing site entrance and no obvious pattern of crash history that would
suggest a specific improvement or geometric change is necessary.
Summary of Design Waiver
As indicated in the TLWA, a southbound left turn lane is not needed from a capacity or queuing
standpoint. As discussed above, there is justification for not constructing the left turn lane from
an operational standpoint, the cost to construct a standard left -turn lane is 100% of the overall
cost of the project, and the crash analysis does not indicate an existing crash pattern.
The existing site entrance currently functions with no operational issues during the weekday AM
or PM peaks, as shown in the TLWA, and there is no documented crash history in the vicinity of
the site entrance that would require a change to the existing access.
5/ 1 1 /2021
Capacity Assessment
Onsite Wastewater System
Community Bridge, LLC
Additional Usage as Educational Transformation Centre
Physical Address: 2001 Earlysville Road, Charlottesville, VA 22901
Mailing Address: 1775 Earlysville Road, Charlottesville, VA 22901
ATTN: Albemarle VDH
Assessment conducted by Old Dominion Engineering (ODE)
The Facility
The facility located at 2001 Earlysville Road, Charlottesville, VA 22901, TM 45-31D
(3.276 acres) was originally used as a 100 maximum occupancy church with kitchen and
no daycare. The new owner wants to use the building for community outreach. Uses
include:
• A new church
o Evergreen Ministries
■ 2 services on Sunday with a combined occupancy of 70
Alternative Education Program/Tutoring
o Educational Transformation Centre
• Max 24 occupants at the building (a combination of students and
faculty)
• Open from Monday to Friday 7:30 AM to 4:00 PM
• The facility serves high school age students for a six week session
• No food is prepared on premises (packed lunches)
The building is served by a well permitted through local VDH. The well is called out in
the 1982 permit as a 11B well with 50' casing and grout. The casing is steel, however no
information is available with Office of Drinking Water. For this analysis the well is
considered a 11IB well.
The building is served by a conventional drainfield system permitted through Virginia
Department of Health (VDH) in 1982.
This capacity assessment is to determine if the proposed change of usage of the building
from church to a church and alternative education program/tutoring can be supported by
the existing septic system. As part of this capacity assessment Old Dominion
Engineering (ODE) inspected the visible system components and dispersal area, and
reviewed the available existing septic permit information.
Page I of 5 Old Dominion Engineering - 366 S. Linden Avenue - Waynesboro, VA 22980 - olddomeng(r ntelos.net
5/11/2021
Current Onsite Wastewater Treatment and Dispersal System
The onsite septic system consists of:
• A 4" gravity sewer collection system
• One 1,500 gallon settling tank
• Conventional Drainfield System
ci 5 trenches, 100 foot long, 3 foot wide (1500 sqfl) 36" deep
o 100% reserve drainfield denoted in 1982 permit adjacent to the primary
drainfield
• VDH Operation Permit for 500 gpd at Septic Tank Effluent.
The drainfield was installed in 1982 as a new drainfield.
ODE inspected the drainfield area. No surfacing was found in the dispersal areas.
Note - Tom Hogge AOSE inspected the drainfield, septic tank and d-box in 2016 and
found it to be in working order. The building has had little usage since that time.
Wastewater Characterization
The assessment will be done based upon a peak loading. There is no flow equalization.
Since the usages are not concurrent (church on Sunday and tutoring center from Monday
through Friday), two analyses were done.
The assessment was done two ways:
• 70 occupant Church utilizing the kitchen (note - the church does not currently use
the kitchen, however the analysis was done considering the future usage of the
kitchen)
• 24 occupant Alternative Education Program/Tutoring
The basis for our assessment is provided in the following tables:
Water usage and Waslewaler Strength Basis -TM 45410
Water
Vaege
BOWr58
Usage
Ran.
Water Usage Estimate Basis
Strength
BOMBS Strength Bash
West Vra'sa Onne, Wastewater Treatment SWWns Manua,
West vginie Onsde Waslessar Tealmenl Sgae
Church with tlhMn
5
TaEle640.Cnu¢nvnth KIhhen- l5gnWeermenh,,,
480
Manual Taole6<-4),CaurChwh Kk¢l-(021CBOOIper
day)
ember Psrdayt
AltemMWe Eduuhad
10
Per 12VAC S61UE]O B(lO1 1, mmer4N b cancened—
300
Pef 12VAC 5 610510800 b/Day cwm dsd to
ProgramRuloring
8cnm'xrlsea slrownr-".0 gdger perspr perdayt
nr¢nlxticn-Sclrml
Page 2 of Old Dorninion Engineering - 366 S. Linden Avenue - Waynesboro, VA 22980 - olddomeng(rylnlclos.net
5/1 1 /2021
Peak Daily Water Usage and Wastewater Strength Estimate - Church with Kitchen
TM 45-31B
m
y
a
m
a
O
a
O
e
Water Usage Activity
°
m�
o
m l
u m
n
a
3
m m
3
E
E
o a
v
rn
c
N
o
z
j
W
m
Church with Kitchen
70
5
350
480
14
Total
350
480
14
Note - at 100 members at the Church with kitchen, the maximum daily water usage would be 500 gpd.
Peak Daily Water Usage and Wastewater Strength Estimate - Tutoring Center
TM 45-31 B
m
m
m
W
M.
p
a
m
m
O
m
J O
Water Usage Activity
`v '
m 3
m m
= m
1O n
3
E
a
� a
a
Em —
s ui
o a
E
7
m
m
O
Z
H
Alternative Education Program/Tutoring
24
10
240
300
0.6
Total
240
300
0.6
The community building will produce slightly higher than residential strength effluent.
Peak Design Usage on Sunday - 350 gpd (2 480 mg/I BOD (1.4 Ibs BOD per day)
Average Design Usage - 221.4 gpd (cu, 340 mg/I BOD (.63 Ibs BOD per day)
Page 3 of 5 Old Dominlon IinglnecrSng - 366 S. Linden Avenue - Waynesboro. VA 22980 - olddomcng(a:Wdos.net
5/ 1 1 /2021
Wastewater System Capacity for New Usage
1500 gallon septic tank capacity @ 2 day detention time
Q _ V _ 1,500ga1 = 750gpd
0 2days gp
Weekend Church - 350 gpd <_ 750 gpd (OK)
Weekday Alternative Education Program/Tutoring - 240 gpd < 750 gpd (OK)
Drainjield Capacity
VDH operation permit allows up to 500 gpd. The VDH design hydraulic loading
rate is consistent with a texture group 11 soil with a 45 mpi perc rate.
Weekend Church - 350 gpd < 500 gpd (OK)
Weekday Alternative Education Program/Tutoring - 240 gpd < 500 gpd (OK)
Note - The church would be able to expand to the originally permitted occupancy
of 100 members.
The wastewater effluent strength is expected to be slightly higher than residential
strength for BOD or TSS (with a church with kitchen). At typical septic tank
BOD/TSS removal efficiency (40%-50%) and dilution from the tutoring center
wastewater, the drainfield has adequate capacity for long term acceptance of the
anticipated wastewater strength.
ODE Comments
l . The existing onsite wastewater system capacity appears adequate for the new
sanitary usage as a 70 member church with kitchen and nonconcurrent usage of a
24 occupant Alternative Education Program/Tutoring.
2. The church with kitchen would be able to expand to 100 members and not exceed
the capacity of the septic system.
Page 4 of 5 Old Dominion E:nginceiing - 366 S. Linden Avenue - Waynesboro, VA 22980 - olddomeng(a)ntelos.nct
5/ 1 1 /2021
ODE Recommendations
1. At the projected building usage, the well is adequately permitted (II1B Well
through VDH). Any expansion of the tutoring center beyond 24 occupants per
day would require re -permitting the well as a IIB through Virginia Department of
Health - Office of Drinking Water. It is strongly recommended to start this re -
permitting early if an expansion is considered.
2. It is recommended (but not required) that a high quality effluent filter and riser/lid
be installed on the septic tank effluent pipe. This will allow easy monitoring and
pumping of the septic tank as well as provide for additional treatment of the septic
tank effluent prior to entering the drainfield.
3. It is recommended for the owner to install a water meter to monitor the water
usage at the building.
General Note - It is impossible to tell the exact condition of the dispersal trenches or the degree of use they
have incurred over their life. The drainficld trenches were deemed to have not failed during the time of the
inspection, but that is no guarantee of future performance.
Page 5 of Old Dominion Engineering - 366 S. Linden Avenue - Waynesboro, VA 22980 - olddomeng@,mclos.net
RECORD OF INSPECTION -SEWAGE DISPOSAL SYSTEM
i 46- 31D-119
3 06J4
ofA.G7c-
rauomrmoq ]Ueel or MONG NAM, SCaum or Lot No.) --
WATER SUPPLY INSPECTION—
lostaDed according to Permit _'gn (ir Yes ❑ No. Distance to nearest House Sewer - f feet. Distance to nearest Sewage
Disposal System feel (Use Form LHS-143 for Detailed inspection of Water Supply Reference Materials)
SEWAGE DISPOSAL SYSTEM INSPECTION
(1) LOCATION
Allotted Area adequate ( ."Yes ❑ NOID Distance from
Remit lot lines Z) feet. Trees feet.
Water Supplies_ feel. Buildings 2y feet.
(2) INSTALLATION AND DESIGN ,_,//
Installed according to Permit Design LsT Yn ❑ No.
Hare additional Household Appliances been added NOT on Permit:
❑ Automatic Washer El Garbage Disposal ._
❑ Other
(Describe) _
(3) SOILCONDITION
Are there soil conditions now evident which in icate system may be un-
satisfactory asdesigned: ❑ Yes Gr No. If Yes, show
adjustments required under "Remarks" below.
(4) HOUSESEWE INE 5!
Installed Yes ❑ No. Type of material
w
Size "YY Inches.
(S) SEPITCTANK /r_ I�_L
Constructed of c�.7C/1c
(Kind of Material)
Inside Dimensions Length to feet. Width R' feet.
Liquid Depth •S feet. Depth of Au Spate Z inches.
Inside Fittings comply with requirements Yes ❑ No.
Septic Tank
This Sewage Disposal System (Is) (6:18m) Approved
(6) DISTRIBUTION BOX
W ertight and equal surcharge to each line by Water Test
Yes ❑ No. Distribution Boa provided with Z-
(Number)
extra outlets for future use.
(7) SUBSURFACE ABSORPTION FIELD
Total Area in bottom of ditches
LImO square feet.
Number of ditches S Length
of ditches refo feet.
Grade of ditches Mjimum
Z
Z Inches per 100 feet.
Maximum
me s per 100 feet. Itas system liven
cnecked by instruments (level)
❑ No
Type aggregate used
��JS���.
Depth of aggregate under Tile
inches
Total depth of aggregate
inches
Depth of Wckfill over aggregate
2(p inches
(8) SURFACE DRAINAGE
Storm Drains from lloe�u� and Basement flowing away from Subsur.
face Drainage Field: ,CJ Yes
❑ No. Was Surface Drainage
required ❑ Yes IJ Nu.
If Yes, has Ibis been provided
❑ Yes ❑ No.
Has area bee drained by lowering
Ground Water Table: ❑ Yes
El No. 7Nol equated.
(9) Are follow+up inspections neceisaty
[I Yes L1 No,
Dave Approved
(Reviewing Authority)
Department
Wilt proper maintenance, approved Sewage Disposal systems may be expttted to function satisfactorily,�plovided no overloading or physical damage
ooema to the system.. Remarks:
VirsinY Department of Hea th
LHB-141 R.e.. 1/76
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F
Commercial Inspection
county of Albemarle - Inspections Division -'434, 291-5832
`SHOE TMP: 04500-00-00-031DO Owner: COMMUNITY BRIDGE I I
Permit Number: B2021-02895-AC Phone: 757-735-3190 Cell Phone
New Owner:
�RGINSP" Power Company: Dominion Phone: Cell Phone:
LegalDescription: Acreage
Street Address 2001 EARLYSVILLE RD EARLYSVILLE
Directions: 2001 EARLYSVILLE RD. EARLYSVILLE 22936
Existing Bldg App #: Fire Alarms Required?: r No Fire Sprinkler NAPA CodeNear
Work Description. ADDING TWO UNISEX SINGLE WATER CLOSET RESTROOMS, ONE HANDICAPPED
ASSESSIBLE AND ONE NOT. THEY WILL BE LOCATED IN THE LOWER LEVEL OF
:THE EVERGREEN MINISTRIES CHURCH PROPERTY AT THE SUBJECT ADDRESS.
DateScheduled: 1/24/2022
;Type: Administration COMMENT Re -Inspection APPROVE REJECTED
Final Building ❑
Printed: 1/2112022 1.11 PM
Scheduled By: Danielle Summers _ Inspectors Name
NOTE: Subject to all Inspections and Approvals
Inspectors comments: _ -.
Commercial Inspection
County of Albemarle - Inspections Division - (434) 296-5832
�q of A Owner COMMUNRY BRIDGE LLC_
$ 9,\ TMP: 04500-00-00-031DO
Permit NUmbec Phone 757-735-3190 Cell Phone
" t j B2021-02895-AC New owner.
\� h Power Company. Dominion Phone. Cell Phone
Cl!
LegalDescrlption Acreage
Street Address2001 EARLYSVILLE RD EARLYSVILLE
Directions 2001 EARLYSVILLE RD, EARLYSVILLE 22936
Existing Bldg App #: Fire Alarms Required? No Fire Sprinkler NAPA Code/Year
Work Description ADDING TWO UNISEX SINGLE WATER CLOSET RESTROOMS, ONE HANDICAPPED
ASSESSIBLE AND ONE NOT. THEY WILL BE LOCATED IN THE LOWER LEVEL OF
THEE ERGREEN MINISTRIES CHURCH PROPERTY AT THE SUBJECT ADDRESS.
DateScheduled: 12/7/2021
Type Administration COMMENT Re -Inspection APPROVE REJECTED
l
Rough-i Electric Ll
Printed. 12to/2021 1 02 PM
Scheduled By: Danielle Summers Inspectors Name
NOTE: Subject to all Inspections and Approvals
Inspectors Comments.
Commercial Inspection
County of Albemarle - Inspections Division -'434, 296-5t332
oOF LI TMP: 04500-00-00-031 DO Owner: COMMUNITY BRIDGE LLC
Permit Number: B2021-02895-AC Phone 757-735-3190 Cell Phone.
New Owner
�Y�RGLN F� Power Company Dominion Phone. Cell Phone
LegalDescnption: Acreage
Street Address: 2001 EARLYSVILLE RD EARLYSVILLE
Directions 2001 EARLYSVILLE RD, EARLYSVILLE 22936
Existing Bldg App # Fire Alarms Required? No Fire Sprinkler NAPA Code/Year
Work Description: ADDING TWO UNISEX SINGLE WATER CLOSET RESTROOMS, ONE HANDICAPPED
ASSESSIBLE AND ONE NOT. THEY WILL BE LOCATED IN THE LOWER LEVEL OF
THE EVERGREEN MINISTRIES CHURCH PROPERTY AT THE SUBJECT ADDRESS.
Datescheduled 12/7/2021
Type Administration COMMENT Re -Inspection APPROVE REJECTED
Rough -in Plumbing ❑ ❑
Printed 12/6/2021 102 PM
Scheduled By: Danielle Summers Inspectors Name
NOTE Subject to all Inspections and Approvals
Inspectors Comments
Commercial Inspection
County of Albemarle - Inspections Division - (434) 296-5832
r
TMP.04500-00-00-031DO Owner. COMMUNITY BRIDGE LLPermit Number:B2021-02895-AC Phone. 757-735-3190 Cell Phone
�I
. 1 New Owner
• `7RGINl� • Power Company. Dominion Phone Cell Phone
Legal Description: Acreage
Street Address: 2001 EARLYSVILLE RD EARLYSVILLE
Directions: 2001 EARLYSVILLE RD, EARLYSVILLE 22936
Existing Bldg App #: Fire Alarms Required?: No Fire Sprinkler NAPA Code/Year
Work Description: ADDING TWO UNISEX SINGLE WATER CLOSET RESTROOMS, ONE HANDICAPPED
ASSESSIBLE AND ONE NOT. THEY WILL BE LOCATED IN THE LOWER LEVEL OF
THE EVERGREEN MINISTRIES CHURCH PROPERTY AT THE SUBJECT ADDRESS.
DateScheduled 12/9/2021
Type Administration COMMENT Re -Inspection APPROVE REJECTED
Rough -In Electric
Printed. 12/8/2021 1 01 PM
Scheduled By Danielle Summers
NOTE Subject to all Inspections and Approvals
Inspectors Comments
i ❑ ❑
Inspectors Name
Commercial Inspection
County of Albemarle - Inspections Division - (434) 296-5832
' 411V TMP: 04500-00-00-031DO Owner. COMMUNM BRIDGE LLC
�. ~ II M -AC Phone: 757-735-3190 Cell Phone:
Permit Number: B2021-02895
New Owner:
Power Company Dominion Phone.
LegalDescription: AcreageStreet Address: 2001 EARLYSVILLE RD EARLYSVILLE
Cell Phone.
Directions: 2001 EARLYSVILLE RD, EARLYSVILLE 22936
Existing Bldg App #: Fire Alarms Required?'. No Fire Sprinkler NAPA Code/Year -
Work Description. ADDING TWO UNISEX SINGLE WATER CLOSET RESTROOMS, ONE HANDICAPPED
ASSESSIBLE AND ONE NOT. THEY WILL BE LOCATED IN THE LOWER LEVEL OF
THE EVERGREEN MINISTRIES CHURCH PROPERTY AT THE SUBJECT ADDRESS.
DateScheduled 12/9/2021
Type Administration COMMENT Re -Inspection APPROVE REJECTED
Rough -in Plumbing
Printed: 12/8/2021 1 01 PM
Scheduled By: Danielle Summers
NOTE: Subject to all Inspections and Approvals
Inspectors Comments
El 0
Inspectors Name
Commercial Inspection
County of Albemarle - Inspections Division - (434) 296-5832
,t4 DF . LC
TMP: 04500-00-00-031D0
OwnerCOMMUNITY BRIDGE L
permit Number: B2021-02895-AC Phone 757-735-3190 Cell Phone:
- New Owner
\\7RGINIP Power Company. Dominion Phone Cell Phone-
.
LegalDescription Acreage
Street Address: 2001 EARLYSVILLE RD EARLYSVILLE
Directions: 2001 EARLYSVILLE RD, EARLYSVILLE 22936
Existing Bldg App #: Fire Alarms Required? ; No Fire Sprinkler NAPA Code/Year
Work Description: ADDING TWO UNISEX SINGLE WATER CLOSET RESTROOMS, ONE HANDICAPPED
ASSESSIBLE AND ONE NOT. THEY WILL BE LOCATED IN THE LOWER LEVEL OF
THE EVERGREEN MINISTRIES CHURCH PROPERTY AT THE SUBJECT ADDRESS.
DateScheduled: 1 f18/2022
Type. Administration COMMENT Re -Inspection APPROVE REJECTED
Final Electric
Printed- 1/142022 110 PM
Scheduled By. Danielle Summers
NOTE: Subject to all Inspections and Approvals
Inspectors Comments.
❑ ❑
Inspectors Name
I
Commercial Inspection
County of Albemarle - Inspections Division - (434) 296-5832
�q of Ate
TM P : 04500-00-00-031 D O
Permit Number: 82021-02895-AC
�8GI1�P, Power Company: Dominion
Owner: COMMUNITY BRIDGE LLC
Phone: 757-735.3190 Cell Phone.
New Owner:
Phone
Cell Phone.
LegalDescription Acreage
Street Address 2001 EARLYSVILLE RD EARLYSVILLE
Directions: 2001 EARLYSVILLE RD. EARLYSVILLE 22936
Existing Bldg App # Fire Alarms Required? No Fire Sprinkler NAPA CoderYear
Work Description: ADDING TWO UNISEX SINGLE WATER CLOSET RESTROOMS, ONE HANDICAPPED
ASSESSIBLE AND ONE NOT. THEY WILL BE LOCATED IN THE LOWER LEVEL OF
THE EVERGREEN MINISTRIES CHURCH PROPERTY AT THE SUBJECT ADDRESS.
_ DateScheduled: 1 /18/2022
Type: Administration COMMENT
Final Plumbing
Printed l/14/2022 1.10 PM
Scheduled By. Danielle Summers
NOTE: Subject to all Inspections and Approvals
Inspectors Comments
Re -Inspection APPROVE REJECTED
Ci ❑ ❑
Inspectors Name -
i
Commercial Inspection
County of Albemarle - Inspections Dlvlsion -'414, 296-5812
IV
TMP: 04500-00-00-031DO Owner. COMMUNITY BRIDGE LLCPermit Number: B2021-02895-AC Phone 757-735-3190 Cal. Phone
New OwnerPower Company. Dominion Phone Cell Phone
LegalDescription: Acreage
Street Address: 2001 EARLYSVILLE RD EARLYSVILLE
Directions: 2001 EARLYSVILLE RD, EARLYSVILLE 22936
Existing Bldg App #: Fire Alarms Required?: ` No Fire Sprinkler NAPA CodeNear
Work Description: ADDING TWO UNISEX SINGLE WATER CLOSET RESTROOMS, ONE HANDICAPPED
ASSESSIBLE AND ONE NOT, THEY WILL BE LOCATED IN THE LOWER LEVEL OF
THE EVERGREEN MINISTRIES CHURCH PROPERTY AT THE SUBJECT ADDRESS_.
DateScheduled 1/18/2022
Type. Administration COMMENT Re -Inspection APPROVE REJECTED
Final Building ❑ M u
Printed. 1/14/2022 1.10 PM
Scheduled By: Danielle Summers
NOTE: Subject to all Inspections and Approvals
Inspectors Comments.
Inspectors Name
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RECEIVED FROM:
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County of Albemarle 126089
Department of Community Development I r
PH: (434) 296-5832 Date
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