HomeMy WebLinkAboutSDP201600031 Approval - Agencies Final Site Plan and Comps. 2016-07-0517DHVIRGINIA
DEPARTMENT
OF HEALTH
1' Protecting You and Your Environment
July 05, 2016
Froehling & Robertson, Inc.
3015 Dumbarton Road
Richmond, VA 23228
RE: Tax Map: 55-110
HDID: 101-16-0250
Dear Froehling & Robertson, Inc.,
Albemarle County
Health Department
PO BOX 7546
Charlottesville, VA
22906
(434)972-6219
(434)972-4310 Fax
Page I of 2
This Certification Letter is issued in lieu of a sewage disposal system construction
permit in accordance with §32.1-163, et seq., of the Code of Virginia. The Board of Health
hereby recognizes that the soil and site conditions acknowledged by this correspondence, and
documented by additional records on file at the local health department, are suitable for the
installation of an onsite sewage disposal system. The attached plat shows the approved area for
the sewage disposal system. This letter is valid until a permit for construction is issued and the
system is installed, inspected and approved. This letter is void if there is any substantial physical
change in the soil or site conditions where the sewage disposal system is to be located.
The application for a certification letter was submitted pursuant to § 32.1-163.5 of the
Code of Virginia which requires the Health Department to accept private soil evaluations and
designs from an Onsite Soil Evaluator (OSE) or a Professional Engineer working in consultation
with an OSE for residential development. The site for an individual onsite sewage system was
certified as being in compliance with the Board of Health's regulations by: Stephen P. Gooch,.
This letter is issued in reliance upon that certification.
A permit to construct the sewage disposal system must be issued before construction of
the system. If the property owner (current or future) applies for a construction permit within 18
months of the date of this letter, the application fee paid for this letter shall be applied to any
state fees for a permit to construct a sewage disposal system. After 18 months, the applicant is
responsible for paying all state fees for a permit application.
This letter, and accompanying plat of survey showing the specific location of the sewage
disposal system area and well area (if applicable), may be recorded in the land records by the
clerk of the circuit court in the jurisdiction where all or part of the site or proposed site of the
system is to be located. The site shown on the plat is specific and must not be disturbed or
encroached upon by any construction. To do so voids this letter. Upon the sale or transfer of the
land that is the subject of this letter, the letter shall be transferred with the title to the property.
V U
Tax Map/GPIN: 55-110
HDID: 101-16-0250
Page 2 of 2
Future owners are advised to review the plat for the location of the onsite sewage disposal
area to make sure their building plans do not interfere with the area. If they have any questions
regarding the location of the area, they should contact the local health department for assistance.
The area evaluated, and certified by this letter, is suitable to accommodate an office
building with a peak flow of 990 gallons per day. A reserve area of 100% is provided. The
property will be served by a Private water supply as shown on the attached plat Owners are
further advised that when connection to a public water system is proposed and the public water
system has reached its permitted capacity, a permit for construction may not be issued until such
time that a connection is approved and available for use.
This letter is an assurance that a sewage disposal system construction permit will be
issued (provided there have been no substantial physical changes in the soil or site conditions
where the system would be located); however, it is not a guarantee that a permit for a specific
type of system will be issued The design of the sewage system will be determined at the time of
application for a building permit and sewage system construction permit. The design will be
based on the site and soil conditions certified by this letter, structure size and location, water well
location (final determination to be made at time of permit issuance), the regulations in effect at
the time, and any off-site impacts that may have occurred since the date of the issuance of this
letter. In some cases, engineered plans may be required prior to issuance of the construction
permit. In accordance with § 32.1-164.1:1 of the Code of Virginia owners are advised to apply
for a sewage disposal construction permit only when ready to begin construction
This certification letter approval has been issued in accordance with applicable
regulations based on the information and materials provided at the time of application. There
may be other local, state, or federal laws or regulations that apply to the proposed construction of
this onsite sewage system. The owner is responsible at all times for complying with all
applicable local, state, and federal laws and regulations. If you have any questions, please contact
me.
Issued by:
Josh Kirtley
Environmental Health Technical Specialist
Att: Site Plan of Drainfield Area
�
PNS F 'k'�
''g,
STATE OF VIRGINIA, COUN OF 9%e, to wit:
Subscribed and acknowledged &fore mjCir&y on thO day of ,
2016 •��� . a
N```.
tlltll ?
NOTARY PUBLIC for the Registration #: Z �'
STATE OF VIRGINIA AT LARGE My Commission expires
M
M
page 1
OSEME Report for:
Construction Permit 1J Certification Letter D Subdivision Approval ❑
Property Location:
911 Address:
Lot Section Subdivision _
GPIN or Tax Map # 55-110 Health Dept ID
Latitude
Longitude
City:
Applicant or Client Mailing Address:
Name: Froehling & Robertson, Inc.
Street: 3015 Dumbarton Road
city: Richmond State VA yip Code 23228
Pre"M by:
OSE Notre Steve Gooch
License # 1940001284
Address 703 Olnrer Creek Road
City Troy, Virginia 22974 State Virginia Zip Code 22974
PE Name. License #
Address
City
State Zip Code
Date of Report 9/19/15 Date of Revision #1
OSE&E Job # Date of Revision #2
of 7
Contenta/Jndec of this report (e g.. Site Evahnation Summary. Sal Profile Descriptions, Site Sketch, Abbreviated Design. etc.)
WE COMMMon Pop
Septic Application Form _ Abbreviated Design Form
Soil Information Summary Sheet Plat
Soil Profile Sheet
Certification Statement
I hereby certify that the evaivatiom and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations (12 VACS -610), the Private Well Regulations (12 VAC3.630) and all other applicable laws, regulations and
policies implemented by the Virginia Department of Health. 1 father certify that I currently possess any professional license required
b!, the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to
perform the work contained herein.
aThe work attached to this cover pane has been conducted under an exemption to the practice of ergine Irina, siaccificaliv the
extanption is Code of Virginia Section 54.1-402.11
I recommend that a (select one): -construction permit certification letterer subdivision approval
be,(select one) issuodo denied[].
OSEIPE Signature �7/���3?lT Date
Commonwea h o �H uK Oot�
i
fVirginia HealthDeparimrntJDiY
Application for: P] Sewage System [] Water Supply Due Date
Owner Froehling 8 Robertson, Inc.
Mailing Address 3015 Dumbarton Road
Richmond, Ve 23228
Agent
Mailing Address
Site Address 6181 Rock ieh Gap Turnpike
Phone (434) 823-5154
Phone
Fax
Phone
Phone
Fax
Email
Directions to property: From Charlottesville 1.64 West to Crozet exit, right on Rockflsh Gap Turnpike, right at 6181 Rodcflsh Gap
Turnpike, property adjacent of 6181 Rodxflah Gap Turnpike
Subdivision Simon
Tax Map 56-110 Other Property Identification
_ Block Lot
Dimension/Acreage of Property 1.76 Ac.
Sewage System
Type of Approval: Applicants for new construction are advised to apply for a certification letter to determine if land is
suitable for a sewage system and to apply for a construction permit (valid for 18 months) only when ready to bWK
For New Construction: Certification Letter Construction Permit
For Existing Construction: 81tepair []Modification MExpansion O Replacement
Proposed Use:
❑ Single Family Home (Number of Bedrooms ,__) [3Multi-Family Dwelling (Total Number of Bedrooms
Other (describe) Business -1190 gallons per day
Will them be a basement: Yes ❑ No 0 . If yes, will them be fixtures in Basement? Yes ❑ No ❑
Are any conditions proposed on this construction pernxit? 121 Yes No. If yes, please check or describe all
[roposed conditions that apply: Reduced water flow Limited occupancy [] Intermittent of seasonal use
Temporary use not to exceed 1 year �/ Other (describe Daby Oow limbed to 990 gaIlorra per day )
Water Supply
Will the water supply be Q Public or []Private? Is the water supply Q Existing or [] Proposed?
If proposed, is this a replacement well? ❑ Yes ❑ No. Will the old well be abandoned? ❑ Yes ❑ No.
Will any buildings within 50' of the proposed well be. termite treated? LjYes [jNo.
All Applicants
Is this an AOSE/PE application? O Yes []No If yes, is the AOSE package attached? [2]Yes [-]No.
Note: The well location must comply with §32.1-176.5:2
In order for VDH to process your application you must attach a site sketch and plat of the property. The site sketch should show
your property lines, actual and/or proposed buildings and the desired location of your well and/or sewage system. When the site
evaluation is conducted the property lines, building location and the proposed well and sewage system sites must be clearly marked
and the property sufficiently visible to see the topography, otherwise this application will be denied.
1 give permission to the Virginia Department of Health (VDH) to enter onto the property described during normal business hours for
the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an
Authorized Onsite Soil Evaluator (AOSE) or a Professional Engineer (PE) as necessary until the sewage disposal system has been
constructed and approved.
Signature of Owner/Agent
Date
AOSE Form D Roviwd 7/03/07 Page — of —
Soil Profile
Tax Map 55-110
Albemarle County
Hole
Depth
Horizon Material Description
Soil Texture
(in.)
Group
25
0-2
A
Dark gray (IOYR 4/1) sandy loam, friable
2
2-10
BE
Reddish brown (2.5YR 5/4) clay loam, friable
3
1040
Bt
Red (23YR 5/8) silty clay loam, firm
3
40-120
C
Very pale brown (I OYR 8/3) sandy loam, friable
2
26
0-6
A
Brown (7.5YR 5/4) sandy loam, friable
2
6-18
E
Yellowish brown (IOYR 5/8) sandy clay loam, friable
2
18-36
Bt
Yellowish red (5YR 5/8) silty clay loam, firm
3
36-78
C1
Very pale brown (IOYR 813) sandy loam, friable
2
78-120
C2
White (IOYR 8/1) sandy loam, friable, lithochromic
2
27
0-6
A
Brown (7.5YR 5/4) sandy loam, friable
2
6-14
BE
Yellowish red (SYR 5/8) clay loam, friable
3
14-48
Bt
Yellowish red (5YR 5/8) silty clay loam, firm
3
48-100
C1
Very pale brown (IOYR 8/3) sandy loam, friable
2
100-120
C2
Olive (5Y 5/4) schist saprolite, biable, crushes to loam
2
28
0-4
A
Brown (7.5YR 5/4) sandy loam, friable
2
4-10
BE
Yellowish red (5YR 5/8) clay loam, friable
3
10-36
BC
Yellowish red (SYR 5/8) sandy clay loam, friable
2
36-120
C
Very pale brown (I OYR 8/3) sandy loam, friable
2
29
0-5
A
Brown (7.5YR 5/4) sandy loam, friable
2
5-30
Bt
Yellowish red (5YR 5/8) silty clay loam, fum
3
30-54
Bt
Reddish yellow (5YR 6/8) sandy clay loam, friable
2
54-120
C
Very pale brown (IOYR 8/3) sandy loam, friable
2
30
0-3
A
Brown (7.5YR 5/4) sandy loam, friable
2
3-25
Bt
Light red (2.5YR 6/8) silty clay loam, firm
3
25-38
BC
Yellowish red (5YR 5/8) sandy clay loam, friable
2
38-120
C
Very pale brown (IOYR 8/3) sandy loam, friable
2
31
0-4
A
Brown (7.5YR 5/4) sandy loam, friable
2
4-20
Bt
Light red (2.5YR 618) silty clay loam, firim
3
20-38
BC
Yellowish red (SYR 5/8) sandy clay loans, friable
2
38-120
C
Light yellowish brown (IOYR 6/4) sandy loam, friable
2
32
0-6
A
Brown (7.5YR 5/4) sandy loam, friable
2
6-30
BC
Yellowish red (5YR 5/8) sandy clay loam, friable
2
30-120
C
Light yellowish brown 0OYR 6/4), very pale brown
2
(1 OYR 8/3) sandy loam, friable
I
�1
Appendix 2
Soil Summary Report
Page ,-( of 7
GENERAL INFORMATION
Date 9116/15 Submitted to Albemarle County Health Department
Applicant Froehling & Robertson, Inc. Telephone Number (434) 823-5154
Address 3015 Dumbarton Road Richmond, VA 23228
Owner same Address same
Location 6181 Rockfish Gap Turnpike
Tax Map 55-110 Subdivision
61ocWSection Lot
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? IR Yes f— No
Describe shoulder
2. Slope 13 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) 5Z No f Yes inches
5. Free water present OZ No r Yes range in inches
6. Soil percolation rate estimated R Yes Texture group 1 II III IV
r No Estimated rate 45 minfinch
7. Permeability test performed r Yes
No
If yes, note type of test performed and attach
Site Approved: Drainfl6ld to be placed at 72" depth at site designated on permit.
F Site Disapproved:
Reasons for rejection:
1 • r Position in landscape subject to flooding or periodic saturation.
2. r Insufficient depth of suitable soil over hard rock.
3. r Insufficient depth of suitable soil to seansonal water table.
4• r Rates of absorption too slow.
5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. r Proposed system too close to well.
7. r Other Specify
(attach additional pages if necessary)
M
p4mic- 6" F7
Abbreviated Design Form
This form is for use with gravity, pump to gravity, enhanced flow, and low pressure distribution (LPD) sewage system
designs and when applying for a certification Letter or subdivision approval.
This abbreviated design covers the 0 primary and reserve area, W4nly the primary area, D only the reserve
area (check one) for Tax Mau 55-110 .
Design Bask
Total length of available area: 100'+ 50' Total width of available area: 66'
Estimated Pere. Rate: 45 at, 72" in. (depth) GPD: 99Q
Conveyance Method : _ Distribution method (specify): Gravity
x
Dispersal system basis Table 5.4 LGMI required? No (Yes/No)
Effluent quality required; Ed= (Primary, Secondary, Advanced Secondary)
Square feet per 100 gallons: 224i�
Aren Calculations
Number of trenches 7 (7100's + 2 50's)
Width of trenches: 3'
Reserve required? Yes
Total trench bottom area required: 2268
Length of trenches: _ '+ 501
,
Center to center spacing: 9'
Percent reserve area required: 1QQ _
Total width of absorption area required ¢fZ;,r Total trench bottom area provided: 2400
The required width is calculated by multiplying the center -to -center spacing by one less than the number
of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform
across the length of the site the trenches will need to flare apart on one end to maintain contour. When
this occurs it is necessary to use a center -to -center spacing that accounts for the flair or the installer will
not be able to fit the system within the approved area. It is perfectly acceptable to have more area
available, especially up and down the slope, than is required.
Page of
AOSE Fmm E ROWSW July 19.2OD7
6 of 7
Abbreviated Design Form
This form is for use with gravity, pump to gravity, enhanced flow, and low pressure distribution (LPD) sewage system
designs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, manly the reserve
area (check one) for Tax Map 55-110 .
Design Basis
Total length of available area: 50' Total width of available area: 70'
Estimated Perc. Rate: 45 at 72" in. (depth) GPD: _990
Conveyance Methods: Gravi Distribution method (specify): Gravity
Dispersal system basis GMP #118A LGMI required? No (Yes/No)
Effluent quality required: Secondary(Primary, Secondary, Advanced Secondary)
Gallons per day per square foot:__
Area Calculations
Number of trenches 7
Width of trenches: 3'
Reserve required? This is reserve
Total trench bottom area required: 1010
Length of trenches: 50_
Center to center spacing. 9'
Percent reserve area required: 100
Total width of absorption area required 57' Total trench bottom area provided: 1050
The required width is calculated by multiplying the center -to -center spacing by one less than the number
of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform
across the length of the site the trenches will need to flare apart on one end to maintain contour. When
this occurs it is necessary to use a center -to -center spacing that accounts for the flair or the installer will
not be able to fit the system within the approved area. It is perfectly acceptable to have more area
available, especially up and down the slope, than is required.
Page of
ROSE rorm c Revised July sa. 2007
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Application Type: D Bare D AOSE D Engineered
D Combination D Septic Only ❑ Repair
D Weil Only D Re�acement Well o well Aba Cerfiftcation Letter
Exisonment
ting Review .
Health Dept Permit ID #: _ ICI -Ito - O L 0
Owner ofproperty: _ FEC P.h, f I n« u r d R c b erzt c N
Agent for Owner:
Tax Map 3 Parcel:
Subdivision:
■irk
Md Gc
Lot: Section: Biodt:
Site Visit: EHs Assigned J K f �f � Ly + DATE � 114urr LS
Scheduled Date• jn o f U, fV ,, QIJU Time: '—
Rescheduled Date:
_Time:
Comments:
n Level 11
t-oer /
Kermit: t1/Iesued
Revlbw Completed:
=,,
Approved under i16116ti o Yes 21C
Treatment Unit
or If.
o s�I�
Dispersal
Given to Office Support for Date Entry:
JOk.
Data Entry Completed by pie -support:
Date PamfWenial Letter: "lied o Picked Up
aft
JD tc -
J6 k
J40 r`
7�Q�zrt
installation Inspection Called In:
Contractor.
Telephone#: Time Requested:
Foiiow-Up Inspection Called In;
Time Requested:
All Completion Documents Received: a YES o NO
Operation Permit Signed & issued: o YES o NO
Copy: o Msiled/Faxed to Building Inspections
o Mailed to Owner/Agent
0 Picked up by Owner/Agent
IAlbemarle County Health Department Receipt
V1'f/)PO BOX 7DH(-=*HfMNtHaNT Charrlott sville, VA 22906 3264
11tw kik lnv and Wim lininwmxyH Phone: (434) 972-6219
Fax: (434) 972-4310
Payment ID Payment Date
TWIS-AAXRMU 15 -Jun -2016
Establishment
A-55-110
6183 Rockfish Gap Turnpike
Charlottesville VA 22911
Legal Business
Froehling & Robertson, Inc.
3015 Dumbarton Road
Richmond VA 23228
Payment Date
Payment Type
Payment ID
Payment Details
15 -Jun -2016
Check
TWIS-AAXRMU
#71406 / Z3024436
Fee Date
Fee Type
Fee ID
Fee Amount Amount Paid
15 -Jun -2016
02240 Certification Letter,
TWIS-AAXRMS
$310.00 $310.00
51,000 gpd
(OSE/PE)~02240-0205
15 -Jun -2016
02240 Indem. Fund Cert. Letter
TWIS-AAXRMT
$10.00 $10.00
51.000 gpd
(OSE/PE)-02240-0217
Payment Amount
$320.00
Balance
$0.00
$0.00
' �pF AL
• A t
`IRG1l�P
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 9724126
Date: 06/02/2016
Teresa Batten
Virginia Department of Health
1138 Rose Hill Drive
Charlottesville, VA 22906
Regarding:
Project Name: SDP201600031 Crozet Business Office — Final (Electronic Submittal)
Date Submitted: 05/23/16
Dear Ms. Batten:
The County of Albemarle has received application to develop Tax Map 55, Parcel 110. This
project requires Health Department approval prior to receiving final County approval. The
applicant has provided a soils report, which is attached. Please review the proposal for suitable
subsurface drainfields that comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3, 4.2.4,
and Chapter 14, Section 310 of the Albemarle County Code.
Please contact me if you have any questions or comments.
Sincerely,
& 4. r%wpx�
J.T. Newberry, Planner
County of Albemarle
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville, VA 22902
jnewberry a,albemarle.org
(434)296-5832, ext 3270 phone
DENIED
M
COMMOMMALTH of VIRGINIA
In cooperation with the Thomas Jefferson Health District
State Department of Heath
1138 Rose Hiq Drt"
Phone (434) 972-6219 P. 0. Box 7546
Fax (434) 972-4310
Charlottesville, Virginia 22906
LT. Newberry, Planner May 19, 2016
Department of Community Development
Albemarle County, Virginia
Re: Review of CaRiReadon Letter for an Individual Onsite Sewage System
SDP201600013, Croaet Business Office, Tax Map 55, parce1110
Dear Mr. Newberry:
ALBEMARLE . civaLOTTE8vILLE
FLUVANNA COUNTY MALMYRA)
GREENE COUNTY MUMARoWAL.LE)
LOUISA COUNTY (LOUIS )
NELSON COUNTY (LOVINGTON)
On May 4 2106, the County of Albemarle requested that the Virginia Department of Health, via the
Albemarle County Health Department, review the proposed plat identified above.
We aro hereby deLtying the review request for the following reasons:
• The submittal shows an application for a "t'..W j ton Lather", and the documentation does not
Monte a subdivk1an of the above referenced parcel.
The Sitei plat and sewage disposal design mesio VDH cab for approval, however, to obtain a
" adfkaden Letter" documenting dw primary dtxinfieldheserve area, the client is required to
do the following:
o Pmvide an appikation, and three copies of the dtsP pa &Md plat to the Albamarle
County Health Department.
o A $320.00 fee 18 required for a "CertiBcmtion Lutea" OSE submission- to be reviewed by
our staff
If you have any questions, please give me a call at (434) 972-6219.
Sincerely,
. Vargo
B40
n Hertlth Sr.
Onsite and Water
Commonwealth of. Virginia
Application for: ® Sewage System ' ❑ Water Supply
Owner rroe�%I•rty t' .f4 d4f/"T.SQn G.
Mailing Address X
1 +
Agent golLzr�r • tL _i,
AddressMailing
L_J
YDn use only
health Department IN
Due Date
Phone�,y-
Phone
Fax �3 — 4176Y
Phone S* -.2 q9 - 3 a ap
Phone
I )zrrg4L .'yA1 /�L� /�_ . Fax S -YD .a`fli - 3 22 l
Site Address li .__JJrr eeTS`, LIc�G T r�jca.'/tL
-- � 2 f+�s • -Ile—b4 ,j 2 Q!/ Email
Directions to Property: Cnnlit I�� 4 � �c
Subdivision Section Block Lot
Tax Map rS -110 Other Property Identification
Dimension/Acreage of Property _L.1&_jt45
Sewage System (New Construction)
Construction permits are valid for 18 -months. Owners are advised to apply for a construction permit if they intend to build
within 18 months of completing this application. Certification tetters do not expire, may be recorded in the land records, and
transfer with a property sale. For which are you applying? ® Certification tetter ❑ Construction Permit
Sewage System (E:cisting Construction)
Check all that apply: ❑ Repair ❑ Modification ❑ Expansion ❑ Replacement ❑ Upgrade
Do you wish to apply for a betterment loan? If yes, there is a $50.00 fee for a betterment loan determination and you
must complete the application addendum for betterment loans..
Sewage System (New or Existing Construction)
❑ Single Family Home (Number of Bed/rooms//❑ Multi -Family Dwelling (Total Number of Bedrooms
Other (describe) 15t4' 6w�d.ks
Basement? Yes circle one). Walk -out Basement? Yes46 (circle one) Fixtures in Basement? Yea0 (circle one).
Conditional permit desired? Yesol (circle one). If yes, which conditions do you want?
❑ Reduced water flow []Limited occupancy ❑ Intermittent of seasonal use ❑ Seasonal or temporary use not to exceed I year
Water Supply
Will the water supply be Public or Private (circle one). Is the water supply Existing or Proposed (circle one).
If proposed, is this a replacement well? Yes/No (circle one). Will the old well be abandoned? Yes/No (circle one).
Will any buildings within 50' of the proposed well be termite treated? Yes /No (circle one).
Note: For sewage systems, a plat of the property may be required and a site sketch is always expected. For water supplies, a plat of
the property is not required and a site sketch is always expected. The site sketch should show your property lines, actual and/or
proposed buildings and the desired location of your well and/or sewage system. Your property lines, building location and the
proposed well and sewage system sites must be clearly marked and sufficiently visible to see the topography.
I give permission to the Virginia Department of Health to enter onto the property during normal business hours for the purpose of
processing this application and to perform quality assurance checks of evaluations and designs until an operation permit is approved.
0 sA41u,
Signature of wner gen Date
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COMMONWEALTH of VIRGINIA
DEPARTMENT OF TRANSPORTATION
1501 Orange Road
CVp"r, Virginia 22701
Charles A. Kilpatrick, P.E.
Commissioner
March 9, 2016
County of Albemarle
Department of Community Development
401 McIntire Road
Charlottesville, VA 22902
Attn: J.T. Newberry
Re: Crozet Business Office — Final Site Plan
SDP -2016-00031
Review #2
Dear Mr. Newberry:
The Department of Transportation, Charlottesville Residency Transportation and Land Use
Section, has reviewed the above referenced plan, as submitted by Balzer & Associates, Inc., last
revised 31 January 2017, and finds it to be generally acceptable.
Upon submission of the appropriate signed and sealed approval copies this office will perform a
final review and, if acceptable, sign the plans. Please allow for this office to obtain two signature
copies.
A VDOT Land Use Permit will be required prior to any work within the right-of-way. The
owner/developer must contact the Charlottesville Residency Transportation and Land Use
Section at (434) 422-9399 for information pertaining to this process. If further information is
desired please contact Justin Deel at (434) 422-9894.
Sincerely,
d� q wt6a--
Adam J. Moore, P.E.
Area Land Use Engineer
Charlottesville Residency
VirginiaDOT.org
WE KEEP VIRGINIA MOVING