HomeMy WebLinkAboutWPO201700038 Review Comments 2017-09-29Short Review Comments Report for:
WPO201700038
SubApplication Type:
UVA Foundation Squash Facility
Stormwater Management/BMP Plan
Erosion and Sediment Control Plan
Date Completed:06/13/2017
Reviewer:David James CDD Engineering
Review Status:Requested Changes
Reviews Comments:
Division:
Date Completed:09/01/2017
Reviewer:David James CDD Engineering
Review Status:Administrative Denial
Reviews Comments:Application form needs to be resubmitted. Denied during completness review. Application not
complete.
Division:
Date Completed:09/07/2017
Reviewer:Bobby Jocz CDD Engineering
Review Status:Administrative Denial
Reviews Comments:
Division:
Date Completed:09/22/2017
Reviewer:David James CDD Engineering
Review Status:Requested Changes
Reviews Comments:
Division:
Date Completed:09/29/2017
Reviewer:David James CDD Engineering
Review Status:Approved
Reviews Comments:
Division:
Date Completed:09/29/2017
Reviewer:David James CDD Engineering
Review Status:See Recommendations
Reviews Comments:E&SC bond = $41690
SWM bond = $119730
Division:
Page:1 of 1 County of Albemarle Printed On:October 11, 2017
Phone (434) 296-5832
OF AI g�
VIRGSry�P
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
VSMP Permit plan review
Fax (434) 972-4126
Project title: UVA Foundation Squash Facility
Project file number: WP0201700038
Plan preparer: Dewberry Engineers [dkeeler@dewberry.com]
Owner or rep.: University of Virginia Real Estate Foundation [cds7c@virginia.edu]
Plan received date:
(Rev. 1)
(Rev. 2)
(Rev. 3)
Date of comments:
(Rev. 1)
(Rev. 2)
(Rev. 3)
Reviewer:
May 8, 2017
Aug 22, 2017
Sept 12, 2017
June 13, 2017
Sept 8, 2017
Sept 22, 2017
David James (ext. 3273)
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 ESOP, (3) a SWMP, and (4) any TMDL measures necessary.
1. Registration Statement — Under HUC change to JR15 from JR14;
Impacted TMDL waters — Include report for H28R-09-BEN - Morey Creek — see
http://www.deq.vir ig nia.gov/fs2014/Choose.aspx;
Provide copy of General Permit coverage when obtained;
Provide PPP exhibit sheet
(Rev.2) Not Addressed.
(Rev.3) Provide the H28R-09-BEN report.
2. Provide two (2) copies of the SWPPP; sign & seal.
(Rev.3) Currently addressed.
3. Lat/Long needs to be presented to the 4t' decimal point.
(Rev.3) Addressed.
B. Pollution Prevention Plan (PPP)
The PPP content requirements can be found in County Code section 17-404.
1. Provide PPP exhibit
(Rev.3) List the sect. 6(C) Sources of Pollutants & locations on the plan. Contractor to
markup plan with any changes.
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. Change the title to VSMP Plan, and include WPO number.
(Rev.2) Partially Addressed. No WPO number included
(Rev.3) Addressed.
2. Remove the Architectural, and Electrical sheets from the plan. The VSMP plan should contain
only the E&SC & SWM plan sheets.
(Rev.2) Partially Addressed.
(Rev.3) Partially addressed. Need the existing site, soils map, stormwater drainage, etc.
Include all sheets: C0.01 -C6.07.
3. Remove the `Approvals block' from cover sheet.
(Rev.2) Not Addressed.
(Rev.3) Addressed.
4. Sheet C6.03 - Change Biorentention Basin #1" to "Bioretention Basin #2" where showing
for biorentention #2.
(Rev.2) Not Addressed.
(Rev.3) Addressed.
5. Sheet C6.05 - Fix callout to bioretention #2. Change text from `Bioretention #1" to
`Bioretention #2'.
(Rev.2) Not Addressed.
(Rev.3) Addressed.
6. Provide callout to anchoring details & show in profiles for pipes between Str 13 & 14 & Str
3&4.
(Rev.2) Not Addressed.
(Rev.3) Addressed.
7. Sheet C6.02 - Show drainage divide, DA {9VAC25-870-55). Given the slope the values shown
for sheet flow are incorrect.
(Rev.2) Not Addressed.
(Rev.3) Not Addressed. Slope is too steep for sheet flow. Show the complete drainage area
w/ divides pre/post and not just the area in disturbance.
8. Show pre -/post- development drainage divides {9VAC25-870-55). Show runoff to those facilities
& calculated values used for TR -55.
(Rev.2) Not Addressed.
(Rev.3) Not Addressed. Show the complete drainage area pre/post and not just the area in
disturbance. Recalculate runoff / CN values.
9. Provide a map of the stormwater routing for verification of the routing model shown on sheet
C6.06.
(Rev.2) Not Addressed.
(Rev.3) Currently addressed.
10. Verify 8' weir length is correct (see C6.06). Provide dimensions on manhole section S13
(C5.02). Provide stage storage elevations for 2-yr/10-yr storm (C5.02).
(Rev.2) Not Addressed.
(Rev.3) Currently addressed.
11. Bioretention #1 contributing slopes are way greater than 5%. Provide a design solution (sect. S. 1).
Show where pretreatment is to be installed/located on plans.
(Rev.2) Not Addressed.
(Rev.3) Include detail of figures 9.4a & 9.4b. Extend the pretreatment around lip of
bioretention where 3:1 slope is at. Show that 10' setback from building is met for #2. Add
notes & graphic details on plan specifying that (1) the maximum excavation depth at the
construction stage must be at least V above the post -construction installation, and (2) the
facility must contain an underdrain (sect. 8.1).
12. Show inlet structure, underdrain, observation well locations for BMPs in the plan & details.
Inlet structure typ. shown at the max ponding depth and designed for 2 yr/10 yr storm where
no overflow device used. Cleanouts needed for CDA > 1 ac (sect. 6.7).
(Rev.2) Not Addressed.
(Rev.3) Currently addressed.
13. Sheet C5.02 - Show mulch layer depth in the details. Show that 12" gravel sump is met for
entire footprint (Table 9.6).
(Rev.2) Not Addressed.
(Rev.3) Currently addressed.
14. Provide planting plan for bioretentions (sect. 6.8).
(Rev.2) Not Addressed.
(Rev.3) Currently addressed.
15. Correct the VRRM spreadsheet shown on sheet C6.03. Total disturbed shows 3.04 ac should
be 1.40 ac.
(Rev.2) Not Addressed.
(Rev.3) Currently addressed.
16. Sheet C6.03 - Bioretention:
a. Show your calculated Rv values.
b. I cannot verify the computed SA values. Show the numbers used in the equation.
(Rev.2) Not Addressed.
(Rev.3) Currently addressed.
17. You can submit a calculations packet separately instead of on the plans.
(Rev.2) Acknowledged.
18. Provide maintenance requirements for bioretention facilities on drawings.
(Rev.2) Not Addressed.
(Rev.3) Addressed.
19. Callout any created channels. Provide computations, cross-section with 10 -yr elevations, and 2 -yr
velocities & channel lining required.
(Rev.2) Adequately Addressed.
D. Erosion and Sediment Control Plan (ESOP)
Virginia Code §62.1-44.15:55 requires the VESCP authority to approve or disapprove an ESCP.
This plan is disapproved, 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. Show legend, label limits of disturbance on the ESC sheet.
(Rev.2) Not Addressed.
(Rev.3) Addressed.
2. Show contractor laydown area, label limits of disturbance on Site Plan sheet.
(Rev.2) Not Addressed.
(Rev.3) Addressed.
3. Show any staging, stockpile, borrow areas, areas need protection/controls & any
offsite locations needing ESCs.
(Rev.2) Not Addressed.
(Rev.3) Addressed.
4. Show more DC symbols with extent arrows on ESC sheet.
(Rev.2) Not Addressed.
(Rev.3) Addressed.
5. Show MU/TS/PS symbols with extent arrows on ESC sheet.
(Rev.2) Not Addressed.
(Rev.3) Addressed.
6. Show area (hatching) where low maintenance ground cover will be applied.
(Rev.2) Not Addressed.
(Rev.3) Low maintenance ground cover (not grass) to be provided for proposed slopes
steeper than 3:1 as part of the ESCP final stabilization measure.
7. Provide SAF where needed to protect existing structures that will remain.
Contractor to stakeout/protect existing underground utilities that will remain.
(Rev.2) Not Addressed.
(Rev.3) Addressed.
8. Use diversions as perimeter control where you are creating 3:1 slopes (Sheet
C3.02).
(Rev.2) Not Addressed.
(Rev.3) Addressed.
9. Remove SF at S -W end of site when riprap installed.
(Rev.2) Not Addressed.
(Rev.3) Addressed.
10. Show location of sediment trap device from CE.
(Rev.2) Not Addressed.
(Rev.3) Not addressed. Show the sediment trapping device in details on the E&SC plan
sheet (See Design Manual, Sect. 3(F)).
11. Provide OP at end of Stm S5 & Stm S7.
(Rev.2) Not Addressed.
12. Show OP sizing calcs.
(Rev.2) Not Addressed.
(Rev.3) Not addressed. Provide the OP dimensions & stone size.
13. Sheet C3.02 - Change label from "STR 10" to "STR 11" for STM 11.
(Rev.2) Not Addressed.
(Rev.3) Addressed.
14. Revise E&SC sequence... not all ph. I controls are removed.
(Rev.2) Not Addressed.
(Rev.3) Addressed.
15. Remove Bioretention from E&SC plans. Should be on SWM plans. ESC plans
should only show implementation of temp. controls.
(Rev.2) Not Addressed.
(Rev.3) 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.
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 along with court recording fees.
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.
County forms can be found on the county website forms center under engineering;
htt2://www.albemarle.org/deptforms.asp?department--cdengMo
l i�I-1 I j��l
41-0911
COUNTY 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: UVA Foundation Squash Facility
Project file number: WP0201700038
Plan preparer: Dewberry Engineers [dkeeler@dewberry.com]
Owner or rep.: University of Virginia Real Estate Foundation [cds7c@virginia.edu]
Plan received date:
(Rev.2) Aug 22,2017
Date of comments:
(Rev.2) Sept 8,2017
Reviewer:
(Rev.2) Bobby Jocz(ext.3283)
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. Registration Statement—Under IIUC change to JR15 from JR14;
Impacted TMDL waters—Include report tier H28R-09-BEN- Morey Creek—see
http://yvV4n.deu.virginia.gov/fs2014/Choose.asox;
Provide cop%of General Permit coverage when obtained;
Rev 2. Not addressed
;WPPP; sign & sea
Rev 2. Partially addressed. Signature and seal were not provided
Additional Rev 2 Comments:
3. Lat/Long needs to be presented to the 4'h decimal point.
B.Pollution Prevention Plan (PPP)
The PPP content requirements can be found in County Code section 17-404.
' Provide PPP exhibit.
Rev 2. Not 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.
' f'han�e the title to 4/SNIP !i iiineltule WPO nnenber.
Rev 2. Partially Addressed,No WPO number included
2. Remove the Architectural,and Electrical sheets from the plan. The VSMP plan should
contain only the E&SC & SWM plan sheets.
Rev 2.Partially addressed.Remove sheet C 6.08.Alternatively,Sheets important to WPO
submittal were removed and not replaced.
%ais block tiuu► CO%er sheet.
Rev 2.Not addressed
- .Iliorentenfion Basin #1" to"Bioretention Basin #2" where showing
for hiorentention #2.
Rev 2. Not Addressed
5. Sheet 06.05-Fix callout to bioretention#2. Change text from "Bioretention #1" to
`Biore! tion #2'.
Rev 2. Not Addressed
u. Fror iuc cancan to anchoring details& show in profiles for pipes between Str 13 & 14& Str
. .1
Rev 2. Not Addressed
7. Sheet C6.02-Show drainage divide,DA/9VAC25-870-551. Given the slope the values
shown for sheet flow are incorrect.
Rev 2. Not Addressed
8. Show pre-/post- development drainage divides (9VAC25-870-55}. Show runoff to those
' values used for TR-55.
Rev 2. Not Addressed
tormwater routing for verification of the routing model shown on
sheet C 6.06.
Rev 2. Not Addressed
10. Verify 8' weir length is correct(see C6.06).Provide dimensions on manhole section Sl3
side st., storage elevations for 2-yr/10-yr storm (C5.02).
Rev 2. Unable to verify, relevant sheets not provided on resubmittal
Lioif!£titj , =re ix.ttiitcrd3ti36 aavl)r..` “,;:, r;a�`.Aa `m #9��f� _3 ... 7 I ide a design solution
(veer c,It. Shoo .t'here: nreatreatment is to be installed/located on plans.
Rev 2.Not Addressed
• 12. Show inlet structure, underdrain,observation well locations for BMPs in the plan &details.
Inlet structure typ. shown at the max ponding depth and designed.for 2-yr/10-yr storm where
no overflow device used. Cleanouts needed for CDA > 1 ac(sect.6.7).
Rev 2.Not Provided
13. Sheet C5.02-Show mulch layer depth in the details. Show that 12"gravel sump is met for
entire footnrirl frrhle 9.6).
Rev 2. Not Provided
14. " for bioretentions (sect. 6.8),
Rev 2. Not Provided
15. . .;: ; ; : , preadsheet shown on sheet C6.03. Total disturbed shows 3.04 ae should
he 1.40 ac.
Rev 2. Not Addressed
16. Sheet C6.03-Bioretention:
a. Show your calculated Rv values.
b. ' cannot verify the computed SA values. Show the numbers used in the equation.
Rev 2.Not Addressed
17. aiculations packet separately instead of on the plans.
Rev 2. Acknowledged
I S c c requirements for bioretention facilities on drawings.
Rev 2.Not Addressed
19. Callout any created channels.Provide computations,cross-section with 10-yr elevations,
and 2-yr velocities& channel lining required.
Rev 2. Adequately 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 disapproved,and the reasons are provided in the comments below.The erosion control
plan content requirements can be found in County Code section 17-402.
Rev 2. LOD not labeled
Rev 2.Not Addressed
Rev 2.Not Addressed
Rev 2. Not Addressed
Rev 2.Not Addressed
Rev 2.Not Addressed
Rev 2. Not Addressed
Rev 2.Not Addressed
Rev 2.Not Addressed
Rev 2.Not Addressed
Rev 2. Not Addressed
Rev 2.Not Provided
Rev 2. Not Addressed
not all ph. 1 controls are removed.
Rev 2.Not Addressed
rom E&SC, plans. Should be on SWM plans. ESC plans
,.:1, , .,-"ntation of temp. controls.
Rev 2.Not 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.
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 along with court recording fees.
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.
County forms can be found on the county website forms center under engineering;
http://www.albemarle.org/deptforms.asp?department=cdengwpo
Phone (434) 296-5832
OF Alga.
VIRGSry�P
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
VSMP Permit plan review
Fax (434) 972-4126
Project title: UVA Foundation Squash Facility
Project file number: WP0201700038
Plan preparer: Dewberry Engineers [dkeeler@dewberry.com]
Owner or rep.: University of Virginia Real Estate Foundation [cds7c@virginia.edu]
Plan received date:
(Rev. 1)
Date of comments:
(Rev. 1)
Reviewer:
May 8, 2017
June 13, 2017
David James (ext. 3273)
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. Registration Statement — Under HUC change to JR15 from JR14;
Impacted TMDL waters — Include report for H28R-09-BEN - Morey Creek — see
http://www.deci.vir2inia.2ov/fs2014/Choose.aspx;
Provide copy of General Permit coverage when obtained;
Provide PPP exhibit sheet
2. Provide two (2) copies of the SWPPP; sign & seal.
B. Pollution Prevention Plan (PPP)
The PPP content requirements can be found in County Code section 17-404.
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. Change the title to VSMP Plan, and include WPO number.
2. Remove the Architectural, and Electrical sheets from the plan. The VSMP plan should
contain only the E&SC & SWM plan sheets.
3. Remove the `Approvals block' from cover sheet.
4. Sheet C6.03 - Change Biorentention Basin #1" to "Bioretention Basin #2" where showing
for biorentention #2.
5. Sheet C6.05 - Fix callout to bioretention #2. Change text from `Bioretention #1" to
`Bioretention #2'.
6. Provide callout to anchoring details & show in profiles for pipes between Str 13 & 14 & Str
3&4.
7. Sheet C6.02 - Show drainage divide, DA. Given the slope the values shown for sheet flow
are incorrect.
8. Show pre -/post- development drainage divides. Show runoff to those facilities & calculated
values used for TR -55.
9. Provide a map of the stormwater routing for verification of the routing model shown on
sheet C6.06.
10. Verify 8' weir length is correct (see C6.06). Provide dimensions on manhole section S13
(C5.02). Provide stage storage elevations for 2-yr/10-yr storm (C5.02).
11. Bioretention #1 contributing slopes are way greater than 5%. Provide a design solution
(sect. 5.1). Show where pretreatment is to be installed/located on plans.
12. Show inlet structure, underdrain, observation well locations for BMPs in the plan & details.
Inlet structure typ. shown at the max ponding depth and designed for 2 yr/10 yr storm where
no overflow device used. Cleanouts needed for CDA > 1 ac (sect. 6.7).
13. Sheet C5.02 - Show mulch layer depth in the details. Show that 12" gravel sump is met for
entire footprint (Table 9.6).
14. Provide planting plan for bioretentions (sect. 6.8).
15. Correct the VRRM spreadsheet shown on sheet C6.03. Total disturbed shows 3.04 ac should
be 1.40 ac.
16. Sheet C6.03 - Bioretention:
a. Show your calculated Rv values.
b. I cannot verify the computed SA values. Show the numbers used in the equation.
17. You can submit a calculations packet separately instead of on the plans.
18. Provide maintenance requirements for bioretention facilities on drawings.
19. Callout any created channels. Provide computations, cross-section with 10 -yr elevations,
and 2 -yr velocities & channel lining required.
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 disapproved, 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. Show legend, label limits of disturbance on the ESC sheet.
2. Show contractor laydown area, label limits of disturbance on Site Plan sheet.
3. Show any staging, stockpile, borrow areas, areas need protection/controls & any
offsite locations needing ESCs.
4. Show more DC symbols with extent arrows on ESC sheet.
5. Show MU/TS/PS symbols with extent arrows on ESC sheet.
6. Show area (hatching) where low maintenance ground cover will be applied.
7. Provide SAF where needed to protect existing structures that will remain.
Contractor to stakeout/protect existing underground utilities that will remain.
8. Use diversions as perimeter control where you are creating 3:1 slopes (Sheet
C3.02).
9. Remove SF at S -W end of site when riprap installed.
10. Show location of sediment trap devise from CE.
11. Provide OP at end of Stm S5 & Stm S7.
12. Show OP sizing calcs.
13. Sheet C3.02 — Change label from "STR 10" to "STR 11" for STM 11.
14. Revise E&SC sequence... not all ph. I controls are removed.
15. Remove Bioretention from E&SC plans. Should be on SWM plans. ESC plans
should only show implementation of temp. controls.
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.
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 along with court recording fees.
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.
County forms can be found on the county website forms center under engineering;
htt2://www.albemarle.org/deptforms.asp?department--cdengMMo