HomeMy WebLinkAboutWPO202100049 Approval - County 2022-09-20�.i OF AL8
County of Albemarle
m COMMUNITY DEVELOPMENT DEPARTMENT
Project title:
Project file number:
Plan preparer:
Owner or rep.:
Plan received date:
Rev. 1 received:
Rev. 2 received:
Rev. 3 received:
Date of comments:
Rev. 1 comments:
Rev. 2 comments:
Rev. 3 comments:
Approved:
Reviewer:
VSMP Permit Plan Review
VSMP Plan for Wawa 1215 Seminole Trail
WP0202100049
Stephen McCray [Stephen.mccray@kimley-horn.com]
And [Carter.Baum@kimley-horn.com]
Charlottesville Realty Corporation
09/15/2021
11/19/2021
12/29/2021
7/15/2022
10/22/2021
12/10/2021
2/01/2022
08/01/2022
09/20/2022
Emily Cox
401 McIntire Road, North Wing
Charlottesville, VA 22902-4579
Telephone: 434- 29 6 - 5 832
WWW.ALBEMARLE.ORG
County Code section 17-410 and Virginia Code §62.1-44.15:34 requires the VSMP authority to
act on any VSMP permit by issuing a project approval or denial. This project is approved. The
rationale is given in the comments below. The VSMP application content requirements can be
found in County Code section 17-401.
A. Stormwater Pollution Prevention Plan (SWPPP)
The SWPPP content requirements can be found in County Code section 17-405. A SWPPP
must contain (1) a PPP, (2) an ESCP, (3) a SWMP, and (4) any TMDL measures necessary.
1. SWPPP was not provided. Please provide a SWPPP. Use the following template:
https://www.albemarle.org/home/showpublisheddocument/166/63720231032753000
0 Rev. 1: The registration statement and section 9, signed certification, must be signed
before the plan can be approved. Approved plans must be inserted at appropriate
locations as well. Rev. 2: Comment not addressed. Rev. 3: Please confirm
Charlottesville Greenbrier, LLC is the owner /operator and that Mark Fontaine can sign.
Rev. 4: Comment addressed.
2. Provide full, final approved & signed SWPPP (this includes, section 9, signed
certification). Rev. 4: Comment addressed.
B. Pollution Prevention Plan (PPP)
The PPP content requirements can be found in County Code section 17-404.
1. Insure the rrr pheet CE-101] is inserted in the SWPPP. Rev. 1: Comment not
addressed. Rev. 2: Comment not addressed. Rev. 3: Comment still applies. Rev. 4:
Comment addressed.
C. Stormwater Management Plan (SWMP)
Engineering Review Comments
Page 2 of 6
VSMP Regulation 9VAC25-870-108 requires the VSMP authority to approve or disapprove a
SWMP. This plan is approved.
Stormwater management agreement must be recorded betore this plan can be approved.
Please contact Ana Kilmer [akilmer@albemarle.org 434-296-5832 ext3246] to complete
this process. Rev. 1: Comment not addressed. Rev. 2: Comment not addressed. Rev. 3:
Comment not addressed. Rev. 4: Comment addressed.
2. Nutrient credits must be purchased before this plan can be approved. Please contact Ana
Kilmer [akilmer@albemarle.org 434-296-5832 ext3246] to complete this process. Rev. 1:
Comment not addressed. Rev. 2: Comment not addressed. Rev. 3: Purchase must be
approved by Ana Kilmer. Rev. 4: Comment addressed.
3. [CA-100] Please remove the initial site plan number and add WPO202100049. Rev. 1:
Comment addressed.
4. Structure 100 should not be in the middle of a travelway. Also the SWM facility should
be located so it doesn't impede the Greenbrier entrance if maintenance or replacement is
necessary. Rev. 1: Please show that structure 100 is at least outside of the wheel path of the
travelway. Rev. 2: Comment addressed.
5. Please show a SWM facility easement around the facility and a public drainage easement
around the outfall pipes. Rev. 1: The SWM facility easement seems inadequate to perform
maintenance or replace the SWM facility. Ensure there is room for equipment within the
easement. See the design standards manual, page 15 for guidance:
https://www.albemarte.org4lome/ShowDocument?id=270 Rev. 2: Comment addressed.
6. Per county code 18-4.12.17.a, vehicle access aisles that are not adjacent to parking
spaces, shall not exceed a grade of ten percent. The entrance off Greenbrier Dr.
appears to exceed 10%. Rev. 1: Comment not addressed. Special exception
(SE202100048) is under review. Rev. 2: Comment not addressed. Rev. 3: Comment
addressed.
7. Parking areas should not exceed 5% grade anywhere, in any direction. Rev. 1: Comment
addressed.
8. Please show DEQ approval of remedial activities for the leaking underground storage
tank and show any necessary notes on the plan for the contractor. Rev. 1: Comment not
addressed. Rev. 2: Comment addressed.
9. Minimum slope of storm pipes is 0.5%. Please revise the 0.10% slope. Rev. 1: Comment
addressed.
10. Please show storm pipe calculations including velocity and hydraulic grade lines. Rev. 1:
Velocity should not exceed 15 ft/s. Per VDOT drainage manual 9.4.8.7, 10 ft/s max is
preferred. Rev. 2: Comment addressed.
11. Please provide routing and calculations for the SWM design. Rev. 1: Comment addressed.
12. Ensure the SWM facility has adequate access manholes at each inlet and at the outlet.
Rev. 1: Comment not addressed. Maintenance ports are shown, however manholes are
necessary for access at each inlet and outlet. Rev. 2: Comment addressed.
13. [CG-201] Please clarify drainage areas and lines on the plan. Also, please clarify the
bypass labels. Is there some area that does not flow to structure 98, your ultimate
analysis point? If so, you must show compliance with channel and flood protection for
those areas. Also, your narrative mentions offsite drainage, but does now show it on the
plan. Rev. 1: Comment addressed.
14. Rev. 1: Please provide the Rtank details as part of the plan set. Rev. 2: Comment
addressed.
Engineering Review Comments
Page 3 of 6
15. Rev. 1: Please clarify and show on the plan and profile that structure 100A is the
stormcepter. Rev. 2: Comment addressed.
16. Rev. 1: Based on Sheet CG-203, you appear to have 2 outfall points: 1 is ex. Structure 97
and the other is and Ex DI-213. You must show channel and flood protection is met at
each outfall. Rev. 2: [Sheet CG-203] You must analyze the area that goes to the existing
DI-2B for channel and flood protection. This is labeled as DA- off -site. Rev. 3: Comment
addressed.
17. Rev. 1: In your narrative on Sheet CG-201, you reference 97 as your outfall analysis
point, but then in flood protection you reference 100A. Rev. 2: Comment addressed.
18. Rev. 1: The outfall table on Sheet CG-201 does not show flow, only area and other
design factors. Rev. 2: Comment addressed.
19. Rev. 1: Please provide the following on the plan:
https://www.al bema rle.org/ home/showpu b I isheddocu ment/212/6372023275053700
00 Rev. 2: Comment addressed.
20. Rev. 1: Please provide maintenance requirements for the Rtank on the plan. Rev. 2:
Comment addressed.
D. Erosion and Sediment Control Plan (ESCP)
Virginia Code §62.1-44.15:55 requires the VESCP authority to approve or disapprove an ESCP.
This plan is approved.
1. Please provide a paved wash rack per the detail on page 8 of the County Design
Standards Manual: https://www.albemarle.org/Home/ShowDocument?id=270 Ensure
there is an area for water to settle out from the wash rack. Rev. 1: Comment addressed.
2. Please show dust control as well as temporary and permanent seeding symbols on all E&S
sheets. Rev. 1: Comment addressed.
3. [CG-101] Maximum slope allowed is 2:1. Grading appears to exceed this in a few places.
Rev. 1: Comment not addressed. Contours are still measuring steeper than 2:1 slopes.
Revise the grading or provide spot shots and label the distance between the spots to show
the max grade is 2:1 over the slope. For example, this is 5ft of vertical change in less than
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10 ft of horizontal change: - Rev. 2: Comment addressed.
4. [CG-101] Please check 2:1 and 3:1 labels. Slope appears to be steeper than 3:1 where it
is labeled as 3:1. Rev. 1: Comment not addressed. For example, this should measure 15 ft
to be 3:1: Rev. 2: Comment addressed.
5. Please show pern„ssion for the offsite work. Sheet CE-501 mentions an easement. This
plan cannot be approved until that is provided. Rev. 1: Comment not addressed. Rev. 2:
Comment not addressed. Rev. 3: Comment addressed.
6. Ensure applicable Albemarle County notes are included on your plans:
https://www.albemarle.ore/home/showr)ublisheddocument/1262/6373213252553300
00 Rev. 1: Comment addressed.
7. [CE-101] Please show a stockpile location as well as a staging and parking area. Rev. 1
Comment addressed.
Engineering Review Comments
Page 4 of 6
8. Extend perimeter controls around this area and adjust limit of disturbance if necessary:
Rev. 1:
Comment addressed.
9. Please ensure you are addressing all runoff to the site. Is there any drainage coming from
the parcel to the south? There are not sufficient contours on this plan to tell, however
county GIS shows some offsite water may be draining to this site. This may affect
drainage area to the trap, etc. Rev. 1: Comment addressed.
10. The side slopes of the dry storage and embankment of the sediment trap should be 2:1 or
flatter. Plans currently show 1:1. Rev. 1: Comment addressed.
11. What is the purpose of this xcavation shown below? Can it be part of the overall
WIDE RIPRAP OUTFALL
sediment trap? WET STORAGE: 453.50 `DDRev. 1: The slopes are not measuring as
shown. This should be 10 ft for a 2:1 slope and 5 ft vertical change. Rev. 2:
Comment addressed.
12. Please ensure all sediment trap requirements in VESCH 3.13 are met. Embankment
width, weir length, etc. Rev. 1: Comment addressed.
Engineering Review Comments
Page 5 of 6
13. Ensure landscaping that can withstand steep slopes is specified for the slopes steeper
than 3:1. Rev. 1: Rev. 1: Please show ground cover or steep slope grass seed in this area:
Rev. 2: Comment addressed.
Process:
After approval, erosion and sediment control and stormwater management improvements must
be bonded. The bonding process begins when the plan is approved, and the applicant submits a
bond estimate request form and fee to the Department of Community Development. A plan
reviewer will prepare estimates and check parcel and easement information based on the
approved plans. The County's Management Analyst will prepare bond agreement forms, which
will need to be completed by the owner and submitted along with cash, certificates or sureties
for the amounts specified. The agreements will need to be approved and signed by the County
Attorney and County Engineer. This may take 2-4 weeks to obtain all the correct signatures and
forms.
Stormwater Management Facilities Maintenance agreements will also need to be completed and
recorded. The County's Management Analyst or other staff will prepare the forms and check for
ownership and signature information. The completed forms will need to be submitted to the
County, who will record the agreement.
After bonding and agreements are complete, county staff enters project information in a DEQ
database for state application processing, if a DEQ permit is required. DEQ reviews the
application information based on local VSMP authority approval. At this time, the DEQ portion of
the application fees will need to be paid directly to the state. For fastest processing, this is done
electronically with the emails provided on the application. DEQ should notify applicants with
instructions on how to pay fees. When DEQ approves the application, they will issue a permit
coverage letter, which must be posted at the construction site.
After DEQ coverage is issued, via the coverage letter, the County can hold a pre -construction
conference. Applicants must complete the request for a pre -construction conference form and
pay the remainder of the application fee. The form identifies the contractor and responsible land
disturber, and the fee remaining to be paid. This will be checked by county staff, and upon
Engineering Review Comments
Page b of b
approval, a pre -construction conference will be scheduled with the County inspector. At the pre -
construction conference, should everything proceed satisfactorily, a joint VSMP and grading
permit will be issued by the County so that work may begin.
County forms can be found on the county website forms center under engineering;
httos://www.albemarle.org/government/com munity-development/aooly-for/engineering-aool ications