HomeMy WebLinkAboutWPO202200011 Review Comments WPO VSMP 2022-11-11County of Albemarle
COMMUNITY DEVELOPMENT DEPARTMENT
Project title:
Project:
Plan preparer:
Owner or rep.:
Plan received date:
(Rev. 1)
(Rev. 2)
Date of comments:
(Rev. 1)
(Rev. 2)
Reviewer:
VSNIP Permit Plan Review
401 McIntire Road, North Wing
Charlottesville, VA 22902-4579
Telephone: 434-296-5832
WWW.ALBEMARLE.ORG
Rio Point
WPO2022-00011
Jessica Denko, PE / Timmons Group [ jessica.denko6d�timmonsxom J
608 Preston Ave., Suite 200 / Charlottesville, VA 22903
Rio Point, LLC / 200 Garrett St., Suite 0, Charlottesville, VA 22902
kmiller@stoLiypointdiz.com
I I Feb 2022, check received [ CV received date: 3/21/22 J
9 May 2022
13 Oct 2022
31 Mar 2022
14 Jun 2022
11 Nov 2022
John Anderson, PE/CFM
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 disapproved for reasons listed below.
The VSM[P 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.
SWPPP
I . Revise SVvPPP cover to include ref to WP020220001 1. (Rev. 1) Addressed.
2. Complete and include CGP (VAR10) permit registration, SWPPP, Sec. 1. (Rev. 1) Not addressed.
S)VPPP, rev. d. May 9, 2022, does not include VARIO state permit registration. (Rev. 2) Persists. Doc.
flattening (required) has affected submittals in the past. Although SWPPP met. Regis. Statement, it is
entirely blank. If TG flattens SWPPP /sends link to entire SWPPP, that should work. If easier for TG to
flatten Isavejust Registration Statement then with TG permission, we can replace blank Registration with
flattened version, if complete (signed/dated), using.PDF-editing tool. Please let us know if that will help.
3. Sec. 1, SWPPP, Sec, III: If unbalanced cut/fill requires material export, identify off -site waste site prior to
pre -construction (notify county of waste site to receive a Grading permit, or state VARIO permit). (Rev. 1)
Persists, Applicant: 'Acknowledged,' (Rev. 2) NA. Applicant response (letter d. 10113/22): 'The site is
balanced and will not require dirt to be hauled off -site.'
4. Sec. 3 INature ofactivity: Reconcile 18.86 Ac. LOD with plan LOD, 18.44 Ac. (Rev. 1) Addressed.
5. Sec. 4/5: ESC-SWM—Revise consistent with revised ATO plan. (Rev. 1) Addressed. Applicant: 'Revisions
have been applied.'
6. Sec. 6A.: PPP Exhibit: Please show initial location of (Rev. 1) Addressed.
a. Rain gauge.
b. Portable sanitary facilities (porta-john), as required.
c. Covered non -hazardous waste dumpster, if required,
d. Vehicle wash waters, draining to trapping measure (Not a sediment trap design, per se, but
shallow depression — 1-2 backhoe buckets. Avoid direct drainage to Ex. storm system, or pond/s.)
e. Concrete wash -out.
f On -site fuel, if required,
Engineering Review Comments
Page 2 of 7
g. Paint, stucco, chemical storage, if required.
7. Sec. 6E: List named individual responsible for PPP measures. (Rev. 1) Persists. Applicant response (letter
d. May 9, 2022): 'Will be provided.' Note: Though not required for VSMP/VVPO plan approval, a named
individual must be listed prior to project registration /Grading Permit issuance. (Rev. 2) Persists.
Applic : 'Will be provided once construction contract has been finalized and before grading permit
issuance.'
8. Sec. 8: List named individual responsible for ESC inspections /compliance with VESCH, Yd Edition, 1992.
(Rev. 1) Persists. Applic : 'Will be provided.' Note: Though not required for VSMP/WPO plan
approval, a named individual must be listed prior to project registration /Grading Permit issuance. (Rev. 2)
Persists. Applicant: 'Acknowledged, will be provided once construction contract has been finalized and
before grading permit issuance.'
9. Sec. 9: Ensure Signed Certification is signed and dated, (Rev. 1) Not Addressed. Applicant: 'Will be
addressed.' (Rev. 2) Addressed.
10. Sec. 12: Famish [blank] inspection log /form. (Rev. 1) Addressed.
R. Pollution Prevention Plan (PPP) —see SWPPP item 6., above (Rev. 1) Addressed.
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 for reasons listed below. The stormwater management plan content requirements can be
found in County Code section 17-403.
I . Revise VSMP plan title sheet to include ref. to V0020220001 1. (Rev. 1) Addressed.
2. C 1.3 may be removed from the WO plan set. (Rev. 1) Not addressed. C 1. 3 appears in current plan set.
(Rev. 2) Not addressed. C1.3 appears in current plan set.
3. Across plan, on every sheet that depicts existing contours, please provide sufficient existing contour labels.
Additional review comments relating to existing or proposed contours are possible. (Rev. 1) Addressed.
4. C2.0, C2.5, C2.6, C3.16-C3.18, C4.0, C5.4, C5.5, C6. 1, C7.0, C7. 1, and C8.0-C8.2 display as portrait,
please use landscape format. Please ensure WPO plan consistency (landscape /correct orientation). (Rev.
1) Addressed,
5. C7.4 indicates 3.82 remaining TP load reduction (lb./yr.) required, while calculation packet p. 16 (of PDF)
indicates 2.54 lb./yr. Please reconcile. (Rev. 1) Addressed. As follow- :
a. Please coordinate nutrient credit purchase with Ana Kilmer at earliest convenience. Nutrient
credit purchase must be complete (bill of sale approved) prior to issuance of a grading permit.
(Rev. 2) In process. Applic : 'The developer is working on bill of sale with the nutrient credit
bank and will be forwarded to Ana Kilmer as soon as possible.'
b. Ana Kilmer, akilmer(i�albemarle.org (tel. 434.296-5832 -x3246), coordinate prior to purchase.
(Rev. 2) In process. Applic : 'We have reached out to Ana Kilmer.'
c. This project may use any bank in 14UC 02080204 or 14UC adjacent to 02080204, that has
sufficient available credits. Project discharges to Meadow Creek, which is unimpaired (dark
blue line on DEQ Nutrient Trading Data Viewer (Rev. 2) Applic : 'Acknowledged.'
d. While C7.6 includes letter of nutrient credit availability from CBNLTIReynolds Farm
Nutrient Facility this facility is difficult to trace online. Please provide coordinates and/or
physical address that indicate this nutrient bank (Reynold Farm) is adjacent to 02080204.
(Rev. 2) Addressed. Reynolds Farm is located in adjacent HUC 02080203.
6. Provide wet pond design, please include this information (or design elements) from BMP Clearinghouse
VA DEQ Stormwater Design Specification No. 14:
a. Fig. 14. 1: Please incl./revise Clearinghouse figure to include projec I fic el is, datum.
(Rev. 1) Partially addressed. Please see item 6.d. below. (Rev. 2) Partially addressed. Please
see item 6.d.iv., below.
b. Installation, maintenance, and periodic inspection notes. (Rev. 1) Addi essed
Engineering Review Comments
Page 3 of 7
c. Pretreatment forebay details. If overlooked, please direct reviewer to details. (Rev. 1) Addressed.
d. New: As follow-up:
i. C7.6 indicates wet pond WQV =23,158 cf, while C7.8 lists TV =32,800 cu ft. required.
ii. C7.6 lists 27,179 CF wet storage provided, while C7.8 wet pond design table indicates
37,818 ft3 provided.
iii. While it appears Vol. provided > Vol, required, please revise as needed for consistency.
(Rev. 2) Addressed.
iv. C7.3: Please label wet pond forebay. (Rev. 2) Persists. C7.3 wet pond forebay does not
appear to be labeled.
7. Please incorporate ISP (SDP202200009) Engineering review comments (3/24/22) in revised WPO plan.
(Rev. 1) Addressed.
8. Although C6.0 and C6.1 show bioretention facilities and wet pond, depiction is incidental to inlet or
drainage area information and does not provide adequate level of SWM facility plan -view detail.
Please provide:
a. Distinct SWM plan sheet/s, sheet title: Stormwater Management. In plan view sheet/s, label each
SWM facility identical with profile information shown on C7.6, C7.7., C7.8 (Wet pond, Bio IA,
IB, IC, ID, 2A). (Rev. 1) Addressed.
b. Label floor w x d dimensions (ea. SWM facility) to aid review, bond estimate, construction, and
compliance (this information currently displays on layout sheets), (Rev. 1) Addressed.
c. Provide distinct profiles for each biofilter, provide profile captions that reflect plan view labels,
(Rev. 1) Addressed.
d. For each biofifter profile, provide discrete elevations for: (Rev. 1) Addressed,
i. base of 457 stone
ii. 4" PVC underdrain
iii. #8 stone
iv. Filter mix
v. Mulch
vi. INV Nyloplast dome grate, as needed
vii. 15" HDPE INV out, as needed
9. Multiple impervious area inlets /pipes are proposed to route directly to the wet pond without encountering
forebays. Pg. 8, VA DEQ Stormwater Design Specification No. 14, 6.4, Pretreatment Forcbay, states: 'A
forebay must be located at each major inlet to trap sediment and preserve the capacity of the main treatment
cell.' Note, for example, all areas upstream of pipes 301, 225, and 203 collect parking lot /rooftop runoff
and discharge directly to the floor of the main treatment cell. Provide forebay at each major inlet. (Rev. 1)
Addressed,
10. C5.4, C6. 1: Wet pond (plan view) proposed floor elevation is shown as 413' while INV out is given as
418'. This appears inconsistent with C7.6 profile view (INV out =417', profile view), Please reconcile.
(Rev. 1) Addressed.
11. Provide required geotechnical testing: Please see p. 8, VDEQ specification No. 14. (Rev. 1) Addressed.
Applicant: 'Underdrains are provided so no further testing is provided at this time.'
12. Please provide pond drain. Please see Pond drain, p. 9, VDEQ specification No. 14. (Rev. 1) Addressed,
13. Provide Landscaping andplantingplan: Please see p. 11, VDEQ specification No. 14, (Rev. 1)
Withdrawn. Turf in pond buffers provided, this meets DEQ Clearinghouse Table 14.2 Level I pond
requirements, Design also appears to meet landscaping and planting plan requirements listed at p. 11.
14. Provide Water balance analysis: p.7, VDEQ Spec No. 14, to account for routing significant runoff thru
bioretention, concern being possible insufficient runoff to support a wet pond. (Rev. 1) Addressed.
15. Label wet pond side slopes. Please see p. 10, 6.6 Internal Design Geometry, side slopes: 4H: IV or
511: IV (mild side slopes). (Rev. 1) Addressed.
16. Wet pond floor should be lower than SB I floor elevation, please revise (see p. 16, Spec. No. 14). (Rev. 1)
Addressed, Applicant: 'The sediment basin elevation has been raised to be above the wet pond bottom
elevation.'
Engineering Review Comments
Page 4 of 7
17. (C3.2, C6.1) Q 2,, =37.00cfs at outlet 200 in floor of wet pond, Str. 200 design directs energy toward the
inner far wall of the pond. Energy of 37.00cfs (not to mention higher -energy, less -frequent storm events)
may cause near -immediate destabilization of inner wall of wet pond. Revise design to attenuate energy of
2-yr event prior to discharge to pond floor to protect interior fill slopes/walls of pond against erosive force,
(Rev. 1) Addressed.
18. Outfall 300 should be revised to avoid alignment with /toward outfall 200. Erosion /undermine of outfall
200 is a concern with current alignment. (Rev. 1) Addressed. As follow-W: Please label outfall protection
dimensions (I x w x d) at both pipe outfalls into the (wet pond) forebay, C5.5.
19. It is unnecessary to include Drainage Area A and B VaRRM.xls excerpt data on the plan, but if it remains,
please also include VaRRM.xls summary site data. (Rev. 1) Addressed.
20. C5.1
a. Evaluate increased volume of sheet flow at proposed graded slope along Rio Road East for
stormwater quantity compliance. Provide pre- /post -development calculations for this area, or
direct reviewer to pp. in calc. packet that consider increased volume of sheet flow at this location,
(Rev. 1) Addressed.
b. Area does not qualify as exempt from quantity controls, but rather, represents increased volume of
post -developed sheet flow /runoff at this location. (Rev. 1) Addressed. A1212lican : 'Pre/Post
quantity compliance has been provided for concentrated flow for Outfall 2.'
c. Post -developed runoff at this location may not cross either existing or future sidewalk at this
location, or skip curb into Rio Road East. (Rev. 1) Partially addressed. As follow-up C5. IIC5.3
should show new inlet proposed to tie into the existing storm drain system. Awlicant: 'A channel
has been added prior to the proposed trail to capture runoff. A new inlet is proposed to tie into the
existing storm drain system.' (7/l/22) Withdrawn. Review error, email, county to J. Denko, July
1, 2022 10:51 AM,
d. Capture runoff at base of proposed slope along Rio Road East, and convey to SWM facility (see
9VAC25-870-66,D, (Rev. 1) Addressed, but please see follow- at item 20.c. above,
2 1. Furnish stormwater quantity and quality narratives on the plan. (Rev. 1) Addressed. As follow-up: Please
revise narrative/s as needed to reflect (any) change in design.
22. Bioretention (IA, B, C, D, 2A):
a. Provide design that meets Level I or 2 design criteria listed at Table 9.3, VA DEQ Stormwater
Design Specification No. 9, for example:
i. Level 2:
1 . A pretreatment cell plus one of the following: a grass filter strip, gravel
diaphragm, gravel flow spreader, or another approved (manufactured) pre-
treatment structure. (Rev. 1) Partially addressed. C5.1 does not appear to show
a gravel diaphragm for bioretention facility 2A. Applicant: 'Both bioretentions
utilize a sediment forebay and a gravel diaphragm as pretreatment measures.'
(Rev. 2) Addressed. Applic : 'Both bioretentions have been updated to
include gravel diaphragms and sediment forebays with gabion baskets. Both
pretreatment devices are now labeled in plan view on Sheet C5.1 and C5.2.'
2. Planting plan (Rev. 1) Addressed.
3. Overflow for on-line bioretention (p. 22, VA DEQ Spec. No. 14) (Rev. 1)
Addressed,
4. Show underdrain which appears in C7.7 Level 2 typical in plan view/s. (Rev. 1)
Addressed,
ii. Level 1
1. Planting plan (Rev. 1) NA.
2. Overflow (Rev. 1) NA.
3. Show underdrain in plan view/s. (Rev. 1) NA.
b. Provide bioretention (Clearinghouse) installation, maintenance, periodic inspection notes. (Rev. 1)
Addressed,
23. Calculations should include explicit ref to wet pond forebay volume provided by biofifter 113, IC, ID
forebays. Biofifter sediment forebays are not a forebay for the wet pond but are sized for areas draining to
Engineering Review Comments
Page 5 of 7
each biofilter, Compare biofilter sediment forebay total with design criteria at VA DEQ Stormwater
Design Specification No. 14, Revise wet pond forebay design, as needed. (Rev. 1) Addressed.
24. Revise calculation packet title sheet to include ref. to WP020220001 1. (Rev. 1) Addressed,
25. New:
a. Plan includes C7. 10 tided easement plan. As follow-up please:
i. Please submit SWM facility /facility access /public drainage easement plat at earliest
convenience. (Rev. 2) Persists. Applic : 'Plat will be submitted for review under
separate cover.'
ii. Easement (plat) recordation is required prior to WPO plan approval. (Rev. 2) Persists.
Applic : 'Acknowledged, Plat will be submitted for review under separate cover.'
b. C5.2, C5.5: Please turn on pipe /inlet label layer. Additional comments possible. (Rev. 2)
Addressed.
c. C5.3: Please check pipe /inlet labels 245a, 246a against tables, C7.9. Revise table, as needed.
(Rev. 2) Addressed.
d. C7.9: Please check spread, Str. 246, against travel lane width if inlet in travel lane (Mote: C5.3
shows inlet 246a, but reviewer cannot locate inlet 246). (Rev. 2) Addressed. Applic : 'The
inlet numbers have been updated and new spread calculations tables have been added to the
sheets.'As follow-up: Recommend revise 7.667' spread at Str. 246 to limit flooding of sidewalk.
e. C5. 1: Revise inlet throat length, Str. 806 (spread =1 LOT). (Rev. 2) Not addressed. Applic :
'Inlet calculations have been updated for Str. 806.' Please check, 11.07' spread appears to persist.
f C7.6: Please call to discuss Energy balance, pre- /post -development Q1_,,.n,, since plan sheet
does not clarify basis of off -site routings (correlate plan off -site values with Cale. packet
hydrograph routings). (Rev. 2) Addressed. Applic : 'Offsite area description has been added to
the [C!.Oj narrative per call and email with reviewer.'
g. C8.0-C8.3
i. Provide profile label requiring Y2" steel plate in floor of "step-down" MHs wherever Dw
IN-INV OUT > 4.0', ref. VDOT Drainage Manual, 9.4.8.7 pg. 9-38. (Rev. 2) Partially
Addressed. Applic : 'Notes for requiring Y2" steel plate in floor in reference to VDOT
drainage manual has been added to profiles that have an invert difference of greater than
four feet.' As follow-up: Please include profile label from Str. 224 wherever else vertical
difference INV IN-INV OUT in a storm drain MH >4-ft, ex: Str. 204, 206, sheet C8.0.
h. CaIc. packet
i. (Pg, 4 /.PDF) lists several storm sewer computations table column 6, CA values =0.00.
Please check for accuracy since all inlet drainage areas >0.00 Ac., with coefficients >0.0.
(Rev. 2) Addressed. Applic : 'The storm calculation tables have been updated to
reflect changes to the plans for this submission. All inlet drainage areas have been
checked for accuracy. The remaining manholes that have 0 acres of drainage area
indicates a manhole and not an inlet.' [ Review error.]
ii. Please include summary text for EB equation to support C7.6 EB values, especially
1.07cfs offsite pre -developed value. Summary text should ref. hydrograph/s, refer to pg.
in Cale. packet where values are modeled /predicted. (Rev. 2) Addressed. Applic
'Narrative has been updated per phone conversation and email with reviewer.'
iii. Applies to C7. 1, C7.3, as well: Applicant may not include Rio Commons (proposed
development adjacent /south of Rio Point) in the post -developed condition. Revise
calculations /design, as needed. While reasonable to anticipate development approved
7/9/21 by SDP202100045 (ISP), development of adjacent parcel may not occur.
Alternatively, include post -developed attenuated Rio Commons off -site runoff onto Rio
Point site, in bothpre- and post -developed condition. Rio Point may not benefit from
intrinsic advantage obtained by depicting runoff from Rio Commons as unbuilt in the Rio
Point pre-existing condition, yet built in the Rio Point post -developed condition (compare
CNs, for example). Development of Rio Commons must have neutral effect on Rio Point
NATO plan. Again, please revise this (Rio Point) design to reflect Rio Commons unbuilt
in both pre- /post -condition, or built in pre -/post condition, since projects are routinely
Engineering Review Comments
Page 6 of 7
delayed, or at times, abandoned (never built /no guarantee Rio Commons will be built).
(Rev. 2) Addressed. Applic : 'Rio Commons pre/post development is included in
water quantity pond calculations only. Additional information has been provided in the
narrative per phone conversation and email with reviewer. If Rio Commons is never
built, Rio Point pond will just be oversized.' Email, J. Denko, Timmons Group, to J.
Anderson, August 18, 2022 11:13 AM.
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. Please, however, see item 8.b./c., below.
I . C3.2 sediment basin design table indicates L / We = 8.1 (baffles required if >2), then states, No baffles.
Please provide, label, and dimension SB baffles, since baffles appear to be required, (Rev. 1) Addressed.
Applicant: 'The calculations have been corrected. No baffles are required.'
2. Provide existing contour labels across all ESC sheets (all phases), (Rev. 1) Addressed.
3. Depict interim mass grade phase with ESC measures, as needed, between Phase I (initial perimeter controls
(SF, diversions) and trapsibasin) and Phase 11 (build -out /final parking — buildings), Plan should depict
graphically mass grading /partial utility installation, and ESC measures needed to grade site and install pipe
networks. Show relocated traps, perimeter measures, etc, that may be needed during interim phase of site
grading /utility work. Provide graphic complement to text at Sequence ofInstallation Note. 17. C3.0.
(Rev. 1) Partially addressed. Applicant: 'An interim mass grading phase has been added between Phase I
and Phase 2,'As follow-up: (Rev. 2) Addresscd.
a. Please number sheet number C3.2 1.
b. Please check order of sheets (for example, C3.6 should precede C3.12 in final plan set),
c. C3.1 1, C3.12: Label sediment traps.
4. C3.3: Provide break in SF, ST #2 at stone weir outfall. (Rev. 1) Addressed,
5. C3.09, C3. 10, C3.17, C3.18: Provide existing contours in all areas of land disturbance, including sanitary
sewer corridor. (Rev. 1) Addressed. A1212lican : 'Previously proposed sanitary sewer outfall has been
removed.'
6. C3.11 ' Evaluate existing culvert pipe capacity beneath paved walk N of development to ensure capacity
adequate to convey anticipated Q 10,r peak flow, Avoid unusual circumstance where a new storm pipe may
have a larger DIA than a downstream storm pipe. (Rev. 1) Addressed. Applicant: 'The pipe out of
bioretention 2A was oversized, The 15" pipe at 4.08% is only at 8% capacity. The existing 15" culvert is
at 17% slope.'
7. C3.15, C3.16: Label sediment basin (Rev. 1) Addressed.
8. C5.xx series
a. Label proposed TW /BW elevations for proposed retaining walls. Assign identifiers to proposed
retaining walls for ease of reference. (Rev. 1) Addressed. A1212lican : 'TW/BW labels have been
added. Only one freestanding wall is proposed.'
b. Establish Aabel proposed SWM facility easements sufficient to construct and perform future
maintenance on SWM facilities. (Rev. 1) Partially addressed. Applic : 'An easement plan has
been added to the plan. Please see sheet C7. 10 for all easements.' As follow-up: Please see item
C.(New)25.a., above. (Rev. 2) May persist. Applic : 'An easement plat has been submitted for
review.' 11/11/22 Engineering checked queue of submitted applications and cannot locate the
easement plat. Please call to confirm the easement plat has been submitted.
c. Establish /label public drainage easements downstream of storm drain inlets that receive Rio East
storm runoff, and for pipe systems located downstream of any SWM facility. (Ftev. 1) Partially
addressed. Please see previous item (11.8.b.), above. (Ftev. 2) May persist. Applic : 'An
easement plat has been submitted for review.' Please see previous item (13.8.b.), above.
'Next Steps'after WPO plan approval
Engineering Review Comments
Page 7 of 7
Purchase Nutrient Credits (if required)
a. PLEASE coordinate with the County reviewer before working with a nutrient bank. The reviewer
must confirm if your project must follow the DEQ hierarchy requirements.
b. Letter of av"ability must be provided on the WPO approved plans.
c. Applicant must contact/coordinate nutrient credit purchase with Ana Kilmer,
akilmer&Wbemarle.org
d. Affidavit of Purchase must be provided to Ana Kilmer before a grading permit can be issued.
2. Post WPO Bond
a. Applicant must submit aTeguest to Establish aBond'forrn and fee to CDD.
i. Complete the form and email it to akilmer(a),albemarle.org, along with proof of payment
(see below).
b. Payment can be made either online or with a check.
i. If paying online:
I . Go to the online payment portal.
a. Select WPONSMP as the application 'type.'
b. Type in the WPO number and project name in the Notes/Details section of the
form.
C. Type in the 'payment amount' as $294.34.
d. Click "Proceed to Secure Checkout" link to make payment.
2. You will receive a receipt in an email.
ii. Email a copy of the receipt to akilmerkalbemarle.or2.
c. Once the bond request and payment are received, the applicant can provide the bond estimate
(completed on the County worksheet), or Engineering staff will complete the estimate. Once the
estimate is approved, Ana Kilmer will contact and work with the applicant to post the bond.
Obtain DEQ Permit (if required)
After nutrient credits have been purchased and the bond has been posted:
a. County staff wfll register the project with DEQ.
b. Applicantloperator listed on the Registration Statement will receive an email with instructions on
how to pay the DEQ permit fee.
c. Applicant must email a copy of the DEQ receipt of payment to charris6d�albemarle.org.
d. DEQ typically will issue a permit within 2 weeks of receiving payment.
4. Request pre -construction meeting:
a. Complete and email the Request for a Preconstruction Meeting and Grading Perim
to charris(a,)albemarle.org.
b. Pay the fee via the online payment p or a check at the pre -construction meeting. If paid
ordine, email a copy of the receipt to charris(iWbemarle.org.
All steps must be completed before the grading permit can be issued.
County forms can be found on the county website forms center under Engineering Applications:
htti)s://www.albemarle.org/govemment/community-develol)ment/al)plv-for/engineering-al)vlications
Thank you.
Please call if any questions — tel. 434.296-5832 -x3069, or email 4anderson,2(a)albemarle.org 4
WP020220001 I —Rio Point —I I I 122rev2