HomeMy WebLinkAboutSDP201600031 Review Comments Final Site Plan and Comps. 2016-08-11Y
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// VIRGINIA
DEPARTMENT
.1DHOF HEALTH
`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 1 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.
Tax Map/OPIN: 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
STATE OF VIRGINIA,
Subscribed and acknowledged
2016 r
to wit: c�
r on thiiD day of
NOTARY PUBLIC for the Registration 0:
STATE OF VIRGINIA AT LARGE My Commission expires
Johnathan Newberry
From: Kent O'Donohue <dodonohue@balzer.cc>
Sent: Friday, June 24, 2016 6:02 PM
To: Emily Lantz
Cc: Matthew Wentland; Frank Pohl; Johnathan Newberry
Subject: WPO201600038 & Easement Plat Submittal
Emily,
The 2nd Submittal for WP0201600038 has been placed in the Digital Drop Box Folder.
Matt, Frank, & J.T.,
I also placed the Easement application, Plat, and Marked up Declaration (Word and PDF File) in the file under 'Submittal
Documents'. I marked up the Dedication by showing remived items crossed out in red and added items in blue. The
check is on its way for the Plat submittal.
Let me know if you all need anything else.
Thanks,
D. Kent O'Donohue Jr., LA
Landscape Architect
Civil Engineering Project Manager
Balzer and Associates, Inc.
I ir3tll'6fS 'C.rht% Cts I-rl I WH S + SW OIVU!
Roanoke • Richmond . Nevv River Valley , Staunton • Harrisonburg
Phone 540.248.3220 • Fax 540.248.3221 • Cell 540.820.8301
Web site: www.balzer.cc
of A �.•+�
DIRGIT�P
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
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,
J.T. Newberry, Planner
County of Albemarle
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville, VA 22902
j newb erryn alb em arl e. org
(434)296-5832, ext 3270 phone
M
Johnathan Newberry
E5
From: Alexander Morrison <amorrison@serviceauthority.org>
Sent: Monday, June 13, 2016 10:18 AM
To: Kent O'Donohue
Cc: Johnathan Newberry
Subject: RE: SDP201600013 Crozet Business Office
Kent,
I have no comments so I am recommending approval. I have copied the planner on this as well. Let me know if there is
anything further that you need. Thank you.
Alexander J. Morrison, P.E.
Civil Engineer
Albemarle County Service Authority
168 Spotnap Road
Charlottesville, Virginia 22911
(0) 434-977-4511 Ext. 116
(C) 434-981-5577
(F) 434-979-0698
From: Kent O'Donohue [mailto:dodonohue@balzer.cc]
Sent: Monday, June 13, 2016 10:15 AM
To: Alexander Morrison
Subject: SDP201600013 Crozet Business Office
Alex,
I wanted to check with you on the Resubmittal sent around the 15th of May. I know sometimes you do not receive the
digital submittals so I just wanted to make sure you have it and you do not have any questions of me. As you know the
Water meter was denied so we will be doing a well and septic. The Tier 3 report is in process and will hopefully be done
in a week.
Let me know if you have any questions.
Thanks,
D. Kent O'Donohue Jr., LA
Landscape Architect
Civil Engineering Project Manager
Balzer and Associates, Inc.
Rcai,okc • Richmond . New P,iver Valley . Stauntorl « I Jami ;Cnburg
Phone 540.248.3220 9 Fax 540.248.3221 9 Cell 540.820.8301
Web site: www.balzer.cc
M
Johnathan Newberry
M
From: Johnathan Newberry
Sent: Thursday, May 26, 2016 6:23 PM
To: Matthew Wentland; 'Alexander Morrison'; Andrew Slack; Margaret Maliszewski;
'DeNunzio, Joel D., P.E. (VDOT)'; Robbie Gilmer; Jay Schlothauer
Cc: Ellie Ray; Todd Shifflett
Subject: SDP201600013 Crozet Business Office — Final Site Plan
All,
The above noted application is now under review. It is an electronic submittal and you should have just received an
invitation to the Bluebeam session.
For those of you that don't want to use Bluebeam, you can access the file on Laserfiche using the link here:
http://www.aIbemarle.org/weblink/search.aspx?dbid=3&searchcommand=%7b%SbCDD-
Planning%5d:%SbApplicationNumber%5d=%22SDP201600031%22%7d
Please provide your comments by June 13th and let me know if you have any questions.
Thanks,
J.T. Newberry
Planner
County of Albemarle, Planning Division
434-296-5832, ext. 3270
SOPs for Electronic Plan Review
Intake
1. Applicant submits digital application, digital plan, and associated fees to Intake staff (Emily). Digital
submissions may be made by flash drive, CD, or the County's ftp site. Multiple copies of the plan are
not required. We do not need to keep the flash drive once a copy of the plan and application has
been saved in CountyView. If ftp site is used, Intake staff will confirm with the applicant once the
plans have been successfully downloaded and delete the files once they have been successfully
uploaded into CountyView.
Instructions for uploading and downloading to the CDD Digital Plan Submission FTP site can be
found here: I:\DEPT\Community Development\Electronic Plan Review Pilot
2. Intake staff will create the appropriate application in CountyView and use the electronic submittal
checkbox to identify the application as such. Digital files associated with the application should be
tagged appropriately using the RMS uploader tool:
• Plan — Submittal (first): this is to be used for the first submittal of any plan and will be
used for site plans, WPO, ARB & road plans
• Plan — Revision (will be followed by date as normal in RMS uploader): this is to be used
for revision submittals of any site plans, WPO, ARB or road plans
• Plat — Submittal (first): this is to be used for the first submittal of any plat
• Plat — Revision (will be followed by date as normal in RMS uploader): this is to be used
for revision submittals of any plat
• Plan — VSMP: to be used for WPO submittals
• "Applicant" should be selected as a "document owner" in the RMS uploader drop-down
menu
A hard copy file with a printed copy of the application (excluding the plan) will also be created. The
folder will have a sticker indicating that it is a digital submission.
3. NOTE: Regular application fees still apply. Applications (including resubmittals) will not be
processed until fees are paid. Review schedules will be the same as for paper submittals.
Distribution
1. Intake staff will deliver the plans to the Distribution team (Carla, Stephanie & Todd) for distribution
to appropriate review staff. Digital plan submissions will be clearly marked.
2. Distribution team will create a distribution report indicating which, if any, applications have been
submitted digitally.
Last updated 5/17/16
*%W"..'
Re Vu Standard — ARB (Margaret), Engineering (John, Matt), Planning (Ellie, Rachel, JT, GDS work
station computer)
Vu users — Fire Rescue (Robbie), VDOT (Troy), ACSA (Alex), RWSA (Victoria), Zoning (Mandy), Intake
(Danielle), Andy S. (GIS), all CDD floater laptops
To share files electronically with those who do not have Bluebeam software (Jay, Parks & Rec,
Health Dept., etc.), use the Laserfiche web portal:
1. Lookup planning application in CountyView. Link can be found in CountyView under the
Planning Documents tab in Planning Applications.
5. Distributing copies of the plan for SRC applications:
a. The SRC distribution letter will include a hyperlink for all electronic plan submissions. The
planner will provide Carla with the link when sending the legal ad. The link can be found in
CountyView under the Planning Documents tab in Planning Applications.
b. Once the distribution letter is sent, the planner will initiate a BlueBeam session with all
reviewers.
Paper copies will be provided for those on the SRC distribution list who have requested it (no one has
requested paper to date).
Initial Plan Review
1. Each plan reviewer will review and, if desired, markup the plans in Bluebeam. By default, all users of
Revu will start with the factory markup settings (red shapes, yellow highlighter, etc.). Revu users will
be able to change the default markup settings and create tool sets that can be shared with other
Bluebeam reviewers. Additional tools are available for download on the Bluebeam website:
http://www.bluebeam.com/us/support/extensions-tool-sets.asp
2. Once a review is complete, reviewers should send comments to the lead reviewer. If they wish to
include a copy of their markups with their review comments, the reviewer will be responsible for
printing a PDF of their markups, combining it with their written comments, and uploading as one file
into CountyView. This will help ensure that the PDF mark-up is always accurately associated with the
correct written comments. The lead reviewer should be notified once comments are saved and the
review status has been updated in CountyView.
3. Once the lead reviewer has received all review comments, he or she will follow up with the
applicant to share these comments. Comments can be emailed directly to the applicant and/ or
shared through the Laserfiche web portal.
Last updated 5/17/16
B
AND ASSOCIATES INC
REFECTING TOMORROW
May 16, 2016
County of Albemarle
401 McIntire Road
Charlottesville, VA 22902
RE: Response to Comments
Crozet Business Office — Site Plan Development Plan
Balzer Project No: 34150050
County Project No: SDP201600013" Sl%641-a bt SDP Lot 600C* 31
This letter serves as our written responses to the County comments on the subject:
Albemarle County Planning Services (Planner) — J.T. Newberry, jnewberryCaMbemarle.org
Tion 32 ?(a) - On i, please n(. _ igms have been
approved on this property: VA 1975000012 and VA 1980000011. Note added.
2. Section 32.5.2(0 - On Sheet 1, please revise Note 12 to read that "This property lies in the
South Fork Rivanna Reservoir water supply watershed." Note revised.
3. [Comment] A decision on whether or not to set a public hearing date for the ACSA
request will be considered by the Board of Supervisors on May 4'. This request is item
19 on their agenda for this meeting. Here is a link to their full- a_ agenda for this day.
Denied. Well location has now been determined and shown on plans.
Albemarle County Engineering Services (Engineer) — Matt Wentland, mwentland@,albemarle.org
A WPO submittal will be required containing ESC and SWM plans and a SWPPP [17-300,
17-301 Submitted.
_. [If the COunty dOis 1101 Approve the jurisdictional amendment request] Provide a Tier 3 or
Tier 4 Groundwater Assessment, depending on projected water usage [17-1000]. An
example of an approved Tier 3 Groundwater Assessment can he found here:
http://www.albemarle.or /g weblink/O/doc/240113/Pagd.apx. Tier 3 Report has been
initiated and will be provided to Engineering once complete. Fee to follow once Report is
complete and submitted to County.
PLANNERS "ARCHITECTS ' ENGINEERS . SURVEYORS
ROANOKE . RICHMOND 'NEW RIVLH VALLLY ' SHENANDOAH VALLEY
1561 Commerce Road, Suite 401 ' Verona, Virginia 24482 ' (540) 248-3220 • FAX (540) 248-3221
M
DENIED
M
COMMONWEALTH ®f VIRGIMA
In Cooperation with the Thomas Jefferson Health District
State Department of Health
1138 Rose Hill Drive
Phone (434) 972-6219 P. O. Box 7546
Fax (434)972-4310
Charlottesville, Virginia 22906
J.T. Newberry, Planner May 19, 2016
Department of Community Development
Albemarle County, Virginia
Re: Review of Certification Letter for an Individual Onsite Sewage System
SDP201600013, Crozet Business Office, Tax Map 55, Parcel 110
Dear Mr. Newberry:
ALBEMARLE - CHARLOTTESVILLE
FLUVANNA COUNTY (PALMYRA)
GREENE COUNTY(STANARDSVILLE)
LOUISA COUNTY (LOUISA)
NELSON COUNTY (LOVINGTON)
On May 6, 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 are hereby denying the review request for the following reasons:
• The submittal shows an application for a "Certification Letter", and the documentation does not
indicate a subdivision of the above referenced parcel.
• The site, plat and sewage disposal design meets VDH code for approval, however, to obtain a
"Certification Letter" documenting the primary drainfieid/reserve area, the client is required to
do the following:
o Provide an application, and three copies of the design package/ plat to the Albemarle
County Health Department.
o A $320.00 fee is required for a "Certification Letter" OSE submission- to be reviewed by
our staff.
If you have any questions, please give me a call at (434) 972-6219.
Sincerely,
St en . Vargo
Enviro ental Health Spe list, Sr.
Onsite ewage and Water �ograms
1%./
1hk
Yom. v o�o
DENIED : r - C,p
COUNTY OF ALBEMARLE Re- v i if iN
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 229024596
Phone 434) 296-5832 Fax (434) 972-4126
Date: 05/06/2016
Teresa Batten
Virginia Department of Health
1138 Rose Hill Drive
Charlottesville, VA 22906
Regarding:
Project Name: SDP201600013 Crozet Business Office — Initial
Date Submitted: 05/06/16
Dear Ms. Batten:
The County of Albemarle has received application to develop/subdivide 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,
J.T. Newberry, Planner
County of Albemarle
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville, VA 22902
jnewb "bcmarlc.org
(434)296-5832, ext 3270 phone
M
M
OSE/PE Report for:
Construction Permit -El Certification Letter L._I Subdivision Approval
Property Location:
911 Address: _
Lot Section _
GPIN orTax Map # 55-110
Latitude
Subdivision
Health Dept ID
Longitude
City:
Page 1 of 7
Applicant or Client Mailing Address:
Name: Froehling & Robertson, Inc.
Street: 3015 Dumbarton Road
City: Richmond -- State VA Zip Code 23228
Prepared by:
OSE Name Steve Gooch
Address 703 Oliver Creek Road
City Troy, Virginia 22974 -
PE Name;
Address
City
License # 1940001284
State Virginia Zip Code 22974
License #
State Zip Code
Date of Report 91191 S Date of Revision
OSE/PE Job # Date of Revision #2
Contents/index of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.)
OSE Cenificetion Page
Septic Application Form Abbreviated Design Form
Soil tnformation Summary Sheet Plat
Soil Profile Sheet
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage dandling and
Disposal Regulations (12 VAC5-610), die Private Well Regulations (12 VAC5.630) and all other applicable laws, regulations and
policies implemented by the Virginia Department of Health. I hinher certify that I currently possess any professional license required
by die laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to
perform the work contained herein.
The work attached to this cover pave has been conducted under m exemption to the practice of eavioecrine, specifically the
exemption in Code of Virginia Section 54.1-402.11
1 recommend that a (select one):nstruction permit❑ certification letter ✓] subdivision approval
be (select one) issued denied U
OSF./PE Signature �.�'+/�[ Date
M
Soil Profile
Tax Map 55-110
Albemarle County
PaAr, -� k 7
Hole
Depth
Horizon
Material Description
Soil Texture
(in.)
Group
25
0-2
A
Dark gray (I OYR 4/1) sandy loam, friable
2
2-10
BE
Reddish brown (2.5YR 5/4) clay loam, friable
3
10-40
Bt
Red (2.5YR 5/8) silty clay loam, firm
3
40-120
C
Very pale brown (1 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 (I OYR 5/8) sandy clay loam, friable
2
18-36
Bt
Yellowish red (SYR 5/8) silty clay loam, firm
3
36-78
C1
Very pale brown (I OYR 8/3) sandy loam, friable
2
78-120
C2
V1Thite (I OYR 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 (5YR 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 (I OYR 8/3) sandy loam, friable
2
100-120
C2
Olive (5Y 5/4) schist saprolite, friable, 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 (5YR 5/8) sandy clay loam, friable
2
36-120
C
Very pale brown (1 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, firm
3
30-54
Bt
Reddish yellow (SYR 6/8) sandy clay loam, friable
2
54-120
C
Very pale brown (I OYR 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 (1 OYR 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 6/8) silty clay loam, firm
3
20-38
BC
Yellowish red (5YR 5/8) sandy clay loam, friable
2
38-120
C
Light yellowish brown (I OYR 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 (I OYR 6/4), very pale brown
2
(1 OYR 8/3) sandy loam, friable
SWe S"O'
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 O primary and reserve area, Q only the primary area, D only the reserve
area (check one) for _ Tax Map 55-110 .
Design Basis
Total length of available area: 100'+50, Total width of available area: 66'
Estimated Perc, Rate: 45 at72�' in. (depth) GPD: 990
1 2
Conveyance Method : Gravity Distribution method (specify): Gravity
Dispersal system basis3c Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: Primary (Primary, Secondary, Advanced Secondary)
Square feet per 100 gallons: 229
Area Calculations
Number of trenches —7 (7 100's + 2 50's) __
Width of trenches: 3'
Reserve required? Yes
Total trench bottom area required: 2268
Length of trenches: _ 100'+ 50'
Center to center spacing: 9'
Percent reserve area required: 100
Total width of absorption area required 66' 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 wil I 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 Form E Revised July 18, 2007
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