Loading...
HomeMy WebLinkAboutWPO201800080 Review Comments WPO VSMP 2020-01-28COUNTY 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: Brookhill Block 8B Project file number: WP0201800080 Plan preparer: Collins Engineering — Scott Collins [scott@collins-engineering.com] Owner or rep.: Riverbend Development — Alan Taylor [alan@riverbenddev.com] Plan received date: 29 Oct 2018 Rev. 1 received: 29 Jan 2019 Rev. 2 received: 09 Sept 2019 Rev. 3 received: 24 Jan 2020 Date of comments: 30 Nov 2018 Rev. 1 comments: 22 Feb 2019 Rev. 2 comments: 17 Oct. 2019 Rev. 3 comments: 28 Jan 2020 Reviewers: Emily Cox 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. The rationale is given in the comments below. 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 ESCP, (3) a SWMP, and (4) any TMDL measures necessary. 1. SWPPP was not provided with this submission. Provide two copies of a SWPPP. If overall Brookhill SWPPP is to be used, provide updated registration statement and an overall sheet showing disturbed area covered by the registration statement. Rev. 1: Clarify the construction activity operator. When entered in the entity search, it is unclear which company this is: https://secefile.sce.viri!inia.L3ov/FindBusiness?SearchTerm=riverbend+development&Searc hPattern=K&as fid=ba16649e9e99968cc873c2094c423b5012b9f32d Rev. 2: Comment not addressed. Please note that the 2019 registration form will need to be used. Provide a map with it showing the acreage within Brookhill that this operator will be responsible for. Rev. 3: Comment addressed. 2. Rev. 1: Provide signed registration statement (section 1) and signed certification (section 9). Rev. 2: Comment not addressed. Rev. 3: Comment addressed. 3. Rev. 1: Fill in sections 8 and 9 of registration statement. Rev. 2: Comment not addressed. Rev. 3: Comment addressed. 4. Rev. 1: Clarify the total disturbed area. The registration statement says 7.18 AC, section 3 says 7.39 AC, and the plan (Sheet 3) says 6.93 AC. Rev. 2: Comment addressed. Engineering Review Comments Page 2 of 5 5. Rev. 3: Please provide another copy of the SWPPP. Only 1 was provided. B. Pollution Prevention Plan (PPP) The PPP content requirements can be found in County Code section 17-404. 1. PPP was not provided with this submission. Provide two copies of a PPP and ensure it contains everything as outlined in County Code section 17-404. If E&S plan is intended to be used for PPP, ensure it shows all requirements and provide a note. Rev. 1:Comment addressed. C. Stormwater Management Plan (SWMP) VSMP Regulation 9VAC25-870-108 requires the VSMP authority to approve or disapprove a SWMP. This plan is disapproved, and the reasons are provided in the comments below. The stormwater management plan content requirements can be found in County Code section 17-403. 1. Professional seal must be signed and dated. Rev. 1: Comment still valid. Provide seal on calculations packet as well. Rev. 2: Comment addressed. 2. Stormwater management must incorporate approved WPO Plans: WP0201700027, WP0201700037 and WP0201800013. These plans have an approved pond, pond 10, on this site as well as a proposed level spreader at the outfall. The grading and storm pipes from these approved plans should be shown as existing conditions on this application. A narrative should be provided to show how your plans revise/remove this pond and still meet requirements. The drainage area that was sent to approved Pond 10 must be collected on this application. Pipes shown as existing must match the approved plans. Rev. 1:Comment addressed. 3. The Overall Brookhill Stormwater Quality Compliance Table must be updated and provided with this application. The land in this application was part of an already approved treatment train for the Brookhill Development. A narrative must be provided to explain how this application will comply with the overall, approved plan. Rev. 1: Please obtain the original excel spreadsheet, do not provide strikethroughs. Also, add the credits purchased in the applicable locations. Rev. 2: Comment addressed. However, please revise note 2 on Sheet 9. It shouldn't say THIS plan is WP02018000018. Rev. 3: Please clarify that 1.53 lb/yr will be purchased. Sheet 9 says 1.53, however, the calculations packet narrative/summary says 0.83. 4. Label the buffer as proposed greenway per the approved ZMA. Rev. 1:Sheets 1 and 2 still say WPO stream buffer. Rev. 2: Comment addressed. 5. Provide approved FDP permit # and CLOMR. Rev. 1: Comment still valid. Rev. 2: Comment not addressed. FDP is 201600004. Rev. 3: Comment addressed. 6. Show easements as shown on SUB201800187. If these are recorded, show the deed book and page #. Plat is currently under review at County Attorney's office. Rev. 1: Comment still valid. Rev. 2: Comment addressed. 7. Per page 19 of the Code of Development, the Brookhill Historic buffer shall be natural and undisturbed. Please revise grading to be outside of the 20ft historic buffer. Rev. 1:Comment addressed. 8. [Sheet 2]:Sheet 2 notes that SDP201700117 is under review. It is SUB201700117 and it is approved. Rev. 1: Still labeled as SDP, not SUB. Rev. 2: Comment addressed. 9. Please provide the following document on the plans: http://www.albemarle.org/upload/images/fonns center/departments/Community_ Development/fo rms/En in�g_and_WPO_Forms/WPO_VSMP_ Construction_ Record _Drawin Drawings Policy_23M a 2y 0l4.pdf Rev. 1:Comment addressed. 10. [Calculations packet] In section 13.3.a, what is Q dev? Show that it is less than the calculation for the energy balance. Rev. 1:Comment addressed. 11. [Calculations packet] In Section C.2.b, show the pre-dev and post-dev numbers to compare and Engineering Review Comments Page 3 of 5 show compliance. Rev. 1:Comment addressed. 12. [Sheet 2] Please label the approved plan # and not just state "under different set of plans" Rev. 1:Comment addressed. 13. Graphic scale is not measuring correctly throughout the plans. Please revise. Note that grading could not be accurately measured without a scale. It appears that certain areas are steeper than 2:1. Rev. 1:Comment addressed. 14. Ensure this TMP is covered by the existing SWM maintenance agreement. Otherwise, a SWM maintenance agreement will be necessary before plan approval. Rev. 1:Comment addressed. 15. Rev. 1: Provide map showing areas used for VRRM calculations. Note is very clear and explains that more area is used for the quantity analysis and is different from the quality analysis. However, there is no map outlining what areas were used for VRRM. Please note that only the disturbed area must be included (any change in land cover), not necessarily the whole parcel. Rev. 2: Comment addressed. 16. Rev 1: [Sheet 6] Please clarify the proposed impervious area summary tables. There are two (A, B, C and overall) and they do not add up to each other. Rev. 2: Comment addressed. 17. Rev. 1: [Sheet 7] Show that everything in table 14.2 is met for a level 2 pond. This includes the flow path ratios and aeration. https://www.swbmp.vwrrc.vt.edu/wp- content/uploads/2017/11/BMP-Spec-No-14 WET -PONDS vl-9 05112015.pdf Rev. 2: Comment addressed. 18. Rev. 1: [Sheet 7] Show safety bench as outlined on page 11 of the above document. Rev. 2: Comment addressed. D. Erosion and Sediment Control Plan (ESOP) Virginia Code §62.1-44.15:55 requires the VESCP authority to approve or disapprove an ESOP. This plan is approved, and the reasons are provided in the comments below. The erosion control plan content requirements can be found in County Code section 17-402. 1. [Sheet 3]: Ensure detail and notes for construction entrance match the design standards manual, page 8. http://www.albemarle.org/upload/images/forms_center/departments/community development/for ms/design standards _manual/Albemarle _ County Design Standards_ Manual_2015-04- 25 draft.pdf Rev. 1:Comment addressed. 2. Please clearly show limits of disturbance vs property line vs buffer lines vs drainage divide lines. It is unclear in some locations. Rev. 1:Comment addressed. 3. [Sheet 4]: ACSA plans are referenced. Please provide approved plan #. Rev. 1:Comment addressed. 4. [Sheet 4]: Limits of disturbance at property line (disturbing the 20 ft historic buffer?) Rev. 1:Comment addressed. 5. [Sheet 4] ST #1 DA does not appear to include the existing pipe that is outfalls toward ST #1. It must be sized to handle all of the flow or diverted away from the trap. Rev. 1:Comment addressed. 6. [Sheet 4] ST #1 appears to outfall onto the sidewalk with no perimeter controls. Please revise. Rev. 1:Comment addressed. 7. [Sheet 4] What is the DA to SB1? One sheet says 8 and the other says 8.65. Rev. 1:Comment addressed. 8. [Sheet 4] What is the shape in the eastern end of the site wrapped in silt fence? Wetlands? Please label. Rev. 1:Comment addressed. 9. [Sheet 5] One inlet on the northern end is missing protection. Rev. 1:Comment addressed. 10. [Sheet 7] Easement should be SWM facility easement, not SWM & access easement. Rev. 1:Comment addressed. Engineering Review Comments Page 4 of 5 It. Provide top and bottom elevations of retaining walls. Must follow code of development maximum height of 6ft and provide details. Must also follow steep slopes overlay requirements where applicable. Rev. 1:Comment addressed. 12. Tree protection fencing should be on the inside of the historic buffer, not outside of the property line. Rev. 1:Comment addressed. 13. [Sheets 4 & 51 Show outlet protection sizing and dimensions, not just OP symbol. Rev. 1: Comment not addressed. Contactor will not have calculations packet. Please provide detail on the plans, not just in the calculations packet. Rev. 2: Comment addressed. 14. Rev. 1: [Sheet 41 Notes say storm sewer to be modified and storm sewer to be re-routed, but do not offer a plan # or any other information. Please clarify. Rev. 2: Comment addressed. 15. Rev. 1: [Sheet 4] Ensure grading for ST #1 will tie in to existing conditions if the approved pond is not built. (Or add a note directing contractor what to do). Rev. 2: Comment addressed. 16. Rev. 2: As discussed in meeting, please remove notes stating that retaining walls will act as sediment traps and provide interim phase for when sediment trap is removed. Rev. 3: Comment addressed. 17. Rev. 2: Provide note or detail with specification about baffles. They must extend from the bottom to 6" above the overflow. Rev. 3: Comment addressed. The VSMP permit application and all plans may be resubmitted for approval when all comments have been satisfactorily addressed. For re -submittals please provide 2 copies of the complete permit package with a completed application form. Engineering plan review staff are available from 2-4 PM on Thursdays, should you require a meeting to discuss this review. Process; After approval, plans will need to be bonded. The bonding process is begun by submitting a bond estimate request form and fee to the Department of Community Development. One of the plan reviewers 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. After bonding and agreements are complete, county staff will need to enter project information in a DEQ database for state application processing. DEQ will review 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. This should be copied to the county. After DEQ coverage is issued, via the coverage letter, the County can hold a pre -construction conference. Applicants will need to 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 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. Engineering Review Comments Page 5 of 5 County forms can be found on the county website forms center under engineering; htip://www.albemarle.org/deptforms.asp?department=cdengMMo