HomeMy WebLinkAboutWPO201800045 Review Comments WPO VSMP 2018-08-31COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
VSMP Permit plan review
Project title: Minor Hill Biretention Retrofit
Project file number: WP0201800045
Plan preparer:
Kip Mumaw, Ecosystems Services [Kip@ecosystemservices.us]
Owner or rep.:
Albemarle County / FES-Environmental Services Division
[scalos(&albemarle.org; wharris(a)albemarle.org]
Plan received date:
14 June 2018
(Rev. 1)
26 Jul 2018
(Rev. 2)
31 Aug 2018
Date of comments:
13 July 2018
(Rev. 1)
2 Aug 2018
(Rev. 2)
31 Aug 2018
Reviewers:
John Anderson
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 denied for a limited number of minor
reasons. The application may be resubmitted for approval if all of the items below are satisfactorily
addressed. 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 ESOP, (3) a SWMP, and (4) any TMDL measures necessary.
1. Provide Project number [WP0201800045] on the SWPP document cover, and Title sheet of plans. (Rev.
1) Addressed.
2. Use Albemarle County SWPPP template (see email sent July 11, 2018 2:40 PM; EcoSystem response:
7/12/2018 8:07 AM). (Rev. 1) Addressed.
Link, county template:
http://www.albemarle.org/upload/images/forms_center/departments/Community Development/forms/Engin
eering and _WPO_Forms/Stormwater_Pollution _Prevention _ Plan_ SWPPP_template.pdf
3. Provide Sec. 6 SWPPP Exhibit. (Rev. 1) Addressed.
4. Include Ecosystem Name, Address, Telephone, principal contact on SWPPP cover. (Authorship) (Rev. 1)
Addressed.
New As follow-up (first review of County template SWPPP), please see email to Ecosystem, 8/2/2018 1:07 PM
5. Sec. 1, Registration Statement /item 1.: check `des' -DEQ may transmit correspondence, electronically.
(Rev. 2) Addressed.
(Rev. 2) Addressed. As follow-up: revise item 4 to list as public construction (check only one).
6. Sec. 1, Registration Statement /item 6.: please list 12-digit HUC, for Registration (020802040401) (Rev. 2)
Addressed.
7. Sec. 3, Item #5 —ref filter logs. Will filter logs be used on this project? (Rev. 2) Addressed.
8. Sec. 3, Item #5 —The statement: "All Virginia state and Albemarle County regulations will be followed,
unless otherwise specified," is ambiguous, and may be misconstrued. Why would regulations not be
followed? Delete "unless otherwise specified." (Rev. 2) Addressed.
9. Sec. 3, Item #22 —Please underline or bold 511 sentence. (Rev. 2) Addressed.
Engineering Review Comments
Page 2 of 4
10. Sec. 3, Item 926 /28 —Please reference application of lime /fertilizer, per VESCH, Third Edit. 1992. (Rev.
2) Addressed.
SWM Plan
The Stormwater Management Plan requirements can be found in County Code section 17-403.
1. Water quality: This project proposes replacement of a nearly 40 year -old poor -performing SWM facility
(detention pond designed for detention, only) with clogged and broken outlet structure and pipe with a
Level 1 bioretention filter (VA DEQ Stormwater Design Specification No. 9) that provides 25%
phosphorus removal. By contrast, an extended detention pond (nearest VRRM.xls equivalent to 40 year -old
facility) provides 15% phosphorus removal. Once design comments are addressed, the SWM Plan can be
approved. (Rev. 1) Addressed. See Ecosystem Minor Hill Hydrologic Analysis Memorandum, d. 7/24/18.
2. Water quantity: Ref. B. Aubrey Huffinan & Associates, Ltd., letter dated 10/2/79 that references initial
(pond) design maximum theoretical discharge of 11.3 cfs. EcoSystem Service in cover letter dated 6/11/18
presents (table value) proposed peak QI0-year outflow of 11.03cfs, which is slightly less than initial design.
No impervious area is added. No ground cover is converted. Runoff characteristics of upslope watersheds
are not altered. Energy balance calculation is waived by reviewer as this project provides channel and flood
protection benefits by retrofitting a decades -old facility with a newly constructed properly designed
stormwater management facility, and the Energy Balance equation is an inappropriate analytic measure for
evaluating the proposed bioretention filter. Once design comments are addressed, the SWM Plan can be
approved. (Rev. 1) Addressed. Applicant response: Noted.
3. General Note 13, plan sheet 9, states: "The construction of this project will not result in the development of
any new impervious surfaces. This project is a stormwater retrofit that treats a previously developed area,
and improves the water quality through construction of a bioretention area." This project would be exempt
from the VSMP if its only purpose were routine project maintenance (17-303.G). As it is, the project
delivers quality benefits that exceed original design. (Rev. 1) Addressed. Applicant response: Noted.
4. Water Quantity:
a. Provide routings that support 6/11/18 letter proposed post -development peak outflow (Q2, Qio).
(Rev. 1) Addressed. Ref. Hydro Memo (item #1 above).
b. Ensure Q2 outlet velocity at Ex. 15" CPP outfall is <15fps. Calculate and report outfall velocity.
(Rev. 1) Addressed.
c. Provide B/M channel protection at Ex. 15" CPP, as needed, once Ve12-, calculated. (Rev. 1) Not
Addressed. Applicant response: Outlet pipe velocity is 14.28 fns. Engineering: Ref, VESCH
Std. & Spec. 3.36; 14.28 fps exceeds design range even for soil stabilization blanket and matting
Treatment 2. Provide design with dimensions for EC-1 (riprap) outfall protection for Ex. 15" CPP.
d. Provide riprap outfall protection at Ex. 15" CPP outfall. Dimension riprap (L x W x D). (Rev. 1)
Not Addressed. (Rev. 2) Addressed.
5. Water quality: Explain and report methodology used to prepare the phosphorus reduction comparison table
included with 6/11/18 EcoSystem Services cover letter. Provide supporting calculations. Remove
reference to stream restoration; this does not appear to be a stream restoration project. (Rev. 1) Addressed.
6. Sheet 2: Label all tax map parcels affected by project activity. (Rev. 1) Addressed.
7. Sheet 3: Provide emergency spillway unless bioretention filter contains the 100-year event. (Rev. 1)
Addressed. The 100-yr event is contained.
8. Sheet 3, 5:
a. Show /provide Access easement from Westfield Road to SWM Facility. Record with Deed of
Dedication prior to VSMP Approval. (Rev.' ` Addressed. Temporary Construction Easement
plats are under review, SUB201804126. (Rev. 2) Comment restated. Also, 8.b., below. ROE
Letters allow construction access. Ref. W. Harris IV, email (8/23/2018 9:46 AM): "Suspend the
review [of temporary construction easement plats]", but permanent access to the SWM Facility is
required. Access, SWM Facility, Permanent Drainage Easements required (HOA to Alb. County).
b. Show /provide SWM /drainage easement that includes bioretention filter and that extends from
biofilter through outfall to natural channel. Record with Deed prior to VSMP Approval. (Rev. 1)
Not addressed. Ref. email to W. Harris, 8/2/2018 2:36 PM. PMD meeting with CAO to discuss.
(Rev. 2) Not addressed. Please show required easements. Also, please note County obligation to
prepare Easement plat /record Deed of Dedication of Easements (JA email: 8/31/2018 9:27 AM).
Engineering Review Comments
Page 3 of 4
9. Sheet 4:
a. Sec. B-B proposed bioretention 10-year WSE (468') will cause slight backwater condition at Sec.
D-D inlet channel, and more pronounced backwater condition at Sec. E-E forebay weir. Revise
such that 10-year storm event is contained within features shown in profile Sec. A -A, and plan
view.
b. Sec. B-B:
i. Label riser bottom of base elev. (Rev. 1) Addressed.
ii. Label riser base depth /thickness. (Rev. 1) Addressed.
iii. Provide base bedding detail. (Rev. 1) Not Addressed. Show and label bedding material
and depth beneath riser base. (Rev. 2) As follow-up: Correct to read 3'-8" (typo).
iv. Provide pipe (6" Sch 40; 12" HDPE) INV elev. in riser. (Rev. 1) Addressed.
v. Provide floor of riser (MH) elevation (< INV/out, 12" HDPE elev.). (Rev. 1) Addressed.
c. Label Sec. C-C 6" ponding elevation=465.1'. (Rev. 1) Addressed.
d. Label stone surface elevation at bottom of channel, and top of sideslope, similar to labels provided
with Sec. E-E. Label sideslope slope; 1:1 for example. (Rev. 1) Addressed. Applicant response:
This section is to be used by the contractor as a typical section. Labeling elevations and sideslopes
would detract from the intended communication. Stakeout will provide elevations throughout
channel.
e. Recommend Sec. E-E provide > 1" proposed freeboard between top of weir and 10-yr WSE.
(Rev. 1) Addressed. Applicant response: Taken into consideration; however, evaluated as
sufficient [given] likelihood of failure and costs.
10. New: As follow-up: provide manway in riser cap for periodic maintenance inspection; see detail, sheet 11.
(Rev. 2) Not addressed. Unless review error, detail, sheet 11, does not include manway; please provide.
B. Pollution Prevention Plan (PPP)
The PPP content requirements can be found in County Code section 17-404.
1. Provide with Sec. 6 of Albemarle County SWPPP template. (Rev. 1) Addressed.
C. 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.
Sheets 5, 6, 7: Provide reference to sheet 10 details, as required.
Sheet 5
a. Revise sheet title to match index. (Rev. 1) Addressed.
b. Label residential buildings. (Rev. 1) Addressed.
c. Provide contour labels (Rev. 1) Addressed.
d. Label street at PCE. (Rev. 1) Addressed.
e. Show Ex. trees. (Google image, b . ) (Rev. 1) Addressed.
f. Note trees TBR. (Rev. 1) Addressed.
g. Provide TP, especially since working within stream buffer* (Rev. 1) Addressed.
* Mitigation offset plantings not required; this is not a stream crossing.
Sheet 6:
a. Show existing trees.
b. Provide SF and berm containment downslope of SWPPP elements /staging area. (Rev. 1)
Partially addressed. Revise berm design to provide containment and prevent release around
lower end of berm. (Rev. 2) Addressed.
c. Provide grading for containment (recommend depression). (Rev. 1) Not Addressed, but provided
3.b., above, is addressed (containment provided), comment will be withdrawn. (Rev. 2) Comment
withdrawn.
Sheet 7: Provide terrain contour labels. (Rev. 1) Addressed.
Sheet 9:
a. Construction Sequence (Note 2): Revise to read, "Install paved construction entrance and mulch
Engineering Review Comments
Page 4 of 4
access road where indicated on plans." (Rev. 1) Addressed.
b. Include VA DEQ Design Specification No. 9, Sec. 8.2, Bioretention Installation, p. 34 and 35.
Include these two pages (Narrative Steps) of the DEQ specification in their entirety. Link:
https://www.vwrre.vt. edu/swc/documents/2013 /DEQ%20BMP%2OSpec%2ONo%209_BIORETENTION_Fi
nalDraft_vl-9_03012011.pdf (Rev. 1) Addressed.
c. Install Periodic Inspection checklist attached to these comments, in its entirety. (Rev. 1)
Addressed.
6. Sheet 10:
a. Provide paved construction entrance with wash rack detail located at pg. 8 /Albemarle County
Design Standards Manual (ACDSM) —Link:
http://www.albemarle.ore/upload/imalzes/forms_center/departments/community development/forms/design s
tandards_manual/Albemarle _ County Design Standards _Manual _2015-04-25_draft.pdf (Rev. 1)
Addressed.
b. Provide drainage pipe bedding detail. (Rev. 1) Addressed.
c. Provide Filter Log Detail. (Rev. 1) Addressed.
The VSMP permit application and all plans may be resubmitted for approval when all comments have been
satisfactorily addressed. Engineering welcomes .PDF preview of .
Engineering plan review staff are available from 2-4 PM on Thursdays, should you require a meeting to discuss this
review.
Process
After Plan review approval, a SWM Facilities Maintenance Agreement needs to be completed and recorded. An
HOA is responsible for long-term maintenance of this retrofit SWM facility. Albemarle County Management
Analyst (or other staff) will prepare the Maintenance Agreement form and check for ownership and signature
information. The completed forms will need to be submitted along with court recording fees.
A Deed of Dedication is required. The deed will dedicate easement/s to the county across HOA and individual
private parcels. An HOA will be responsible for drainage /SWM facility maintenance. VSMP plan must show
proposed required easements. Ref. SWM Plan comment item 8. Easement plat for permanent drainage, access,
and SWM facility maintenance easements are required. See Engineering email: 8/31/2018 9:27 AM (JA).
Deed of Dedication of Easement must be recorded prior to VSMP plan approval.
After agreement is complete and deed recorded, Applicant (Albemarle County /FES) will need to complete
request for a pre -construction conference form. The form identifies the contractor and responsible land disturber.
Since this is a county project with less than 1.0 Ac. land disturbance, no state -portion of a VPDES permit fee is
required. The form will be checked by county staff, and upon approval, a pre -construction conference will be
scheduled with the County inspector. At the pre -construction conference, should everything proceed
satisfactorily, a 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;
httD://www.albemarle.orp-/dei)tforms.asi)?der)artrnent--cdena"o
Thank you
J. Anderson — 434.296-5832 —x3069
Minor Hill BMP Retrofit WPO201800045 0831 18rev2.doc