HomeMy WebLinkAboutWPO202200039 VSMP - SWPPP 2022-09-20Al ,rl
COUNTY OF ALBEMARLE
�oF
v
Department of Community Development
." -J
401 McIntire Road, North Wing
Charlottesville, Virginia 22902-4596
Tel. (434) 296-5832 • Fax (434) 972-4126
Stormwater Pollution Prevention Plan (SWPPP)
Project Name:
Address:
For Construction Activities At:
3226 Proffit Road
Charlottesville, Virginia 22911
Prepared by:
Name: Wetland Studies and Solutions, Inc.
Prepared for:
Name: Greenwood Homes
SWPPP Preparation Date: August 2022
(This document is to be made publicly available according to 9VAC25-880-70, Part II, section D)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
CONTENTS: (from Albemarle County Code Sec. 17-405)
1. Registration statement
2. Notice of general permit coverage
3. Nature of activity
4. Erosion and Sediment Control Plan.
5. Stormwater Management Plan
6. Pollution Prevention Plan.
7. Discharges to impaired waters, surface waters within an applicable TMDL
wasteload allocation, and exceptional waters.
8. Qualified personnel
9. Signed Certification
10. Delegation of authority.
11. General permit copy
12. Inspection logs
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 1. Registration statement
(Provide a signed completed copy of the DEQ registration statement)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT #:
GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM PLAN/ID #:
CONSTRUCTION ACTIVITIES (VAR10) TECHNICAL CRITERIA: IIB ❑ IIC ❑
REGISTRATION STATEMENT 2019
Application type. ® NEW PERMIT ISSUANCE
(CHOOSE ONE) ❑ MODIFICATION WITH ACREAGE INCREASE
❑ MODIFICATION WITHOUT ACREAGE INCREASE
❑ EXISTING PERMIT RE -ISSUANCE
Section 1. Operator/Permittee Information.
A. Construction Activity Operator (Permittee). The person or entity that is applying for permit coverage and will have
operational control over construction activities to ensure compliance with the general permit. A person with
signatory authority for this operator must sign the certification in Section V. (per Part III. K. of the VAR10 Permit).
Operator Name:
Greenwood Homes Charlottesville, LLC.
Contact person:
Scott Carlson
Address:
6535 Woodbourne Lane
City, State and Zip Code:
Crozet, Virginia 22932
Phone Number:
434-249-9626
Primary and CC Email:
scoff@ reenwoodhomes.com; chollandsworth@wetlands.com
B. Electronic correspondence. To receive an emailed coverage letter or to pay by credit card, you must choose YES
and include a valid email. May we transmit correspondence electronically? YES ® NO ❑
Section II. Construction Activity Information.
A.
Include a site map showing the location of the existing or proposed land -disturbing activities, the limits of land
disturbance, construction entrances and all waterbodies receiving stormwater discharges from the site.
B.
Project site location information.
Construction Activity Name:
Proffit Road Townhomes South
Address:
3226 Proffit Road
City and/or County and Zip Code:
Charlottesville, Virginia 22911
Construction Activity Entrance Location
(description, street address and/or
38.131278,-78.431425
latitude/longitude in decimal degrees):
Latitude and Longitude
N/A
(6-digit, decimal degrees format):
C.
Acreage totals for all land -disturbing activities to be included under this permit coverage. Report to the nearest
one -hundredth of an acre.
Total land area of development (include entire area to be
disturbed as approved in the Stormwater Management Plan):
3.34
Primary estimated area to be disturbed (include portions with
2.94
Erosion and Sediment Control Plan approval only):
Off -site estimated area to be disturbed (if applicable):
N/A
D.
Property Owner Status:
FEDERAL ❑ STATE ❑ PUBLIC ❑ PRIVATE 12
E.
Nature of the Construction Activity Description (i.e. commercial,
Residential Townhouses
industrial, residential, agricultural, environmental, utility):
F.
Municipal Separate Storm Sewer System (MS4) name(s) (if the
site is discharging to a MS4):
N/A
G.
Estimated Project Dates (MM/DD/YYYY).
Start Date:
09 01 2022
Completion Date:
09/01/2023
H.
Is this construction activity part of a larger common plan of
YES 91 NO ❑
development or sale?
Rev 11/2020 PAGE 1 1 6
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019
I. 6" Order Hydrologic Unit Code (HUC) and Receiving Water Name(s). Include additional areas on a separate page.
HUC
NAME(S) OF RECEIVING WATERBODY
020802040203 (1R08)
Powell Creek to South Fork Rivanna River
Section III. Off -site Support Activity Location Information.
List all off -site support activities and excavated material disposal areas being utilized for this project. Include additional
areas on a separate page.
Off -site Activity Name:
N/A
Address:
City or County:
Off -site Activity Entrance Location (description, street
address and/or latitude/longitude in decimal degrees):
Latitude and Longitude (6-digit, decimal degrees format):
Is this off -site activity an excavated material disposal
area?
YES ❑ NO ❑
If this off -site activity is an excavated material disposal
area, list the contents of the excavated fill material:
Will a separate VPDES permit cover this off -site activity?
YES ❑ NO ❑
Section IV. Other Information.
A.
A stormwater pollution prevention plan (SWPPP) must be prepared in accordance with the requirements of the
General VPDES Permit for Discharges of stormwater from Construction Activities Prior t0 submitting the
Registration Statement. By signing the Registration Statement, the operator is certifying that the SWPPP has been
prepared.
B.
Has an Erosion and Sediment Control Plan been
YES ® NO ❑
submitted to the VESC Authority for review?
Erosion and Sediment Control Plan Approval Date (for
06/17/2021
the estimated area to be disturbed MM/DD/YYYY):
C.
Has land -disturbance commenced?
YES IN NO ❑
D.
Annual Standards and Specifications. if this project is utilizing approved Annual Standards and Specifications
(AS&S), attached the completed AS&S Entity Form.
AS&S Entity Name (if different from the Operator
N/A
identified in Section 1):
E.
Billing information (leave blank if same as the Operator identified in Section I. above). This entity will receive
Annual Permit Maintenance and Permit Modification Fee invoices (if applicable).
Billing Name:
Contact Name:
Address:
City, State and Zip Code:
Phone Number:
Primary and CC Email:
Rev 1112020 PAGE 2 16
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019
Section V. certification. A person representing the operator as identified in Section I. A. and meeting the requirements
of 9VAC25-880-70. Part III. K must physically sign this certification. A typed signature is not acceptable. Please note thal
operator is defined in 9VAC25-870-10 as follows:
"Operator" means the owner or operator of any facility or activity subject to the Act and this chapter. In the context of stormwater
associated with a large or small construction activity, operator means any person associated with a construction project that meets
either of the following two criteria: (i) the person has direct operational control over construction plans and specifications, including
the ability to make modifications to those plans and specifications or (ii) the person has day-to-day operational control of those
activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other state
permit or VSMP authority permit conditions (r.e., they are authorized to direct workers at a site to carry out activities required by the
stormwater pollution prevention plan or comply with other permit conditions). In the context of stormwater discharges from
Municipal Separate Storm Sewer Systems (MS4s), operator means the operator of the regulated MS4 system.
9VAC25-880-70. Part 111. K. Signatory Requirements. Registration Statement. All Registration Statements shall be signed os follows:
a. For a corporation: by a responsible corporate officer. For the purpose of this chapter, a responsible corporate officer
means: (i) a president secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or
any other person who performs similar policy -making or decision -making functions for the corporation; or (ii) the manager
of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make management
decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major
capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term
compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or
actions taken to gather complete and accurate information for state permit application requirements; and where authority
to sign documents has been assigned or delegated to the manager in accordance with corporate procedures;
b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
c. For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official.
For purposes of this chapter, a principal executive officer of a public agency includes: (i) the chief executive officer of the
agency or (H) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the
agency.
Certification: "I certify under penalty of law that I have read and understand this Registration Statement and that this
document and all attachments were prepared in accordance with a system designed to assure that qualified personnel
properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage
the system or those persons directly responsible for gathering the information, the information submitted is to the best
of my knowledge and belief true, accurate, and complete. I am aware that there are significant penalties for submitting
false information including the possibility of fine and imprisonment for knowing violations."
Printed Name:
Signature )signed in ink):
Date Signed:
Section VI. Submittal Instructions. Submit this form to the VSMP Authority. If the locality is the VSMP Authority, please
send your Registration Statement submittal directly to the locality; do NOT send this form to DEQ. A list of local VSMP
Authorities is available here: VSMP Authorities.
If DEQ is the VSMP Authority, please send to: If the locality is the VSMP Authority, please send to:
Department of Environmental Quality
Office of Stormwater Management Suite 1400
PO Box 1105
Richmond VA 23218
constructiongp@deq.virginia.l;ov
Rev 11/2020 PAGE 3 16
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 INSTRUCTIONS
PLEASE DO NOT PRINT OR SUBMIT
This Registration Statement is for coverage under the General VPDES Permit for Discharges of Stormwater from Construction Activities. This form
covers the following permit actions: new permit issuance, existing permit modification with an increase in acreage, existing permit modifications
that result in a plan modification but do not result in an increase in disturbed acreage, and reissuance of an active permit coverage.
Application type. Select NEW PERMIT ISSUANCE to obtain a new permit coverage. Modifications are for modifying an existing, active permit
coverage. Select MODIFICATION WITH ACREAGE INCREASE when the previously approved acreage(s) increases (permit modifications are not
performed for decreases in acreage unless they result in plan changes —see Modification WITHOUT Acreage Increase). Select MODIFICATION
WITHOUT ACREAGE INCREASE when there is a change to the site design resulting in a change to the approved plans with no increase in acreage(s).
Select EXISTING PERMIT REISSUANCE to extend an expiring permit coverage for the next permit cycle and include the existing permit number.
Section 1. Operator/Permittee Information.
A. Construction Activity Operator (Permittee). The person or entity that is applying for permit coverage and will have operational control over
construction activities to ensure compliance with the general permit. For companies, use the complete, active, legal entity name as registered with
a state corporation commission. Entities that are considered operators commonly consist of the property owner, developer of a project (the party
with control of project plans and specifications), or general contractor (the party with day-to-day operational control of the activities at the project
site that are necessary to ensure compliance with the general permit). If an individual person is listed as the operator, that person (or a legal
representative of) must sign the certification in Section V. An operator may be one of the following:
9VAC25-870-10. Definitions.
"Operator" means the owner or operator of any facility or activity subject to the Act and this chapter. In the context of stormwater associated with a
large or small construction activity, operator means any person associated with a construction project that meets either of the following two
criteria: (i) the person has direct operational control over construction plans and specifications, including the ability to make modifications to those
plans and specifications or (ii) the person has day-to-day operational control of those activities at a project that are necessary to ensure compliance
with a stormwater pollution prevention plan for the site or other state permit or VSMP authority permit conditions (i.e., they are authorized to direct
workers at a site to carry out activities required by the stormwater pollution prevention plan or comply with other permit conditions). In the context
of stormwater discharges from Municipal Separate Storm Sewer Systems (MS4s), operator means the operator of the regulated M54 system.
"Owner" means the Commonwealth or any of its political subdivisions including, but not limited to, sanitation district commissions and authorities,
and any public or private institution, corporation, association, firm or company organized or existing under the laws of this or any other state or
country, or any officer or agency of the United States, or any person or group of persons acting individually or as a group that owns, operates,
charters, rents, or otherwise exercises control over or is responsible for any actual or potential discharge of sewage, industrial wastes, or other
wastes or pollutants to state waters, or any facility or operation that has the capability to alter the physical, chemical, or biological properties of
state waters in contravention of § 62.1-44.5 of the Code of Virginia, the Act and this chapter.
"Person " means any individual, corporation, partnership, association, state, municipality. commission, or political subdivision of a state,
governmental body, including a federal, state, or local entity as applicable, any interstate body or any other legal entity.
B. May we transmit correspondence electronically? If you choose YES to this question and provide an email address in Section I. A., all
correspondence, forms, invoices and notifications will be transmitted by email to the operator. This will also give the operator the ability to pay by
credit card and to receive permit coverage approval letters immediately upon permit approval.
Section II. Construction Activity Information.
A. A site map indicating the location of the existing or proposed land -disturbing activities, the limits of land disturbance, construction entrances
and all water bodies receiving stormwater discharges from the site must be included with the submittal of this form. Aerial imagery maps or
topographic maps showing the required items are acceptable. Plan sheet sized site maps are not required. Please consult your VSMP authority if
you have additional questions regarding site map requirements.
B. Construction Activity Name and location. Provide a descriptive project name (it is helpful to use the same naming convention as listed on the
Stormwater Management plans), 911 street address (if available), city/county of the construction activity, and the 6-digit latitude and longitude in
decimal degrees format for the centroid, main construction entrance or start and end points for linear projects (i.e. 37.1234N/-77.1234W).
C. Acreage totals for all land -disturbing activities, on- and off -site, to be included under this permit. Acreages are to be reported to the nearest
one -hundredth acre (two decimal places; i.e. 1.15 acres). Provide the total acreage of the primary development site as approved on the
Stormwater Management Plans and the primary on -site estimated acreage to be disturbed by the construction activity as approved under the
Erosion and Sediment Control Plans. The off -site estimated area to be disturbed is the sum of the disturbed acreages for all off -site support
activities to be covered under this general permit. Do not include the off -site acreage totals in the primary, on -site total and estimated disturbed
acreage totals. Permit fees are calculated based on your disturbed acreage total for all on- and off -site areas being disturbed under this permit
coverage (the sum of all on -site and off -site disturbed acreages).
D. Property owner status. The status of the construction activity property owner. Any property not owned by a government entity or agency (i.e.
federal, state or local governments) is PRIVATE.
Rev 11/2020 PAGE 4 16
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 INSTRUCTIONS
PLEASE DO NOT PRINT OR SUBMIT
E. Nature of the construction activity description. Choose the designation that best describes the post -construction use of this project (you may
choose more than one). (i.e. Residential, Commercial, Industrial, Agricultural, Environmental, Educational, Oil and Gas, Utility, Transportation,
Institutional, etc.). Describe the post -construction use of the project (i.e. Commercial —one new office building and associated parking and
utilities; Transportation — Linear roads, sidewalks and utilities; Agricultural-3 Poultry Houses, etc.).
F. Municipal Separate Storm Sewer System (MS4) names) if discharging to a MS4. If stormwater is discharged through a MS4 (either partially or
completely), provide the name of the M54(s) that will be receiving water from this construction activity. The M54 name is typically the town, city,
county, institute or federal facility where the construction activity is located.
G. Estimated project dates. Provide the estimated project start date and completion date in Month/Day/Year or MM/DD/YYYY format (i.e.
07/30/2019).
H. Is this construction activity is part of a larger common plan of development or sale? "Common plan of development or sale" means a contiguous
area where separate and distinct construction activities may be taking place at different times on different schedules per 9VAC25-870-10.
Definitions. Le. a subdivision, commercial development, business park, etc.
I. Gth Order Hydrologic Unit Code (HUC) and associated Receiving Water Name(s). Provide all 6th order HUCs and receiving waterbody names, for
the primary site and any Off -site areas included under this permit coverage, that could potentially receive stormwater runoff discharging from this
activity. The HUC can be either a 12-digit number (i.e. 0208010101) or 2-letter, 2-number code (i.e. JL52). Include additional HUCs or receiving
waters on a separate page. You may utilize DEQ's web -based GIS application, VEGIS, to obtain this information.
• VEGIS application link: DEQ's VEGIS Mapping Application
• Instructions for utilizing DEQ's VEGIS application link: CGP-GIS HUC Instructions
Section III. Off -site Support Activity Location Information.
This general permit also authorizes stormwater discharges from support activities (e.g., concrete or asphalt batch plants, equipment staging yards,
material storage areas, excavated material disposal areas, borrow areas) located on -site or off -site provided that (i) the support activity is directly
related to a construction activity that is required to have general permit coverage; (Ill the support activity is not a commercial operation, nor does
it serve multiple unrelated construction activities by different operators; (iii) the support activity does not operate beyond the completion of the
construction activity it supports; (iv) the support activity is identified in the Registration Statement at the time of general permit coverage; (v)
appropriate control measures are identified in a SWPPP and implemented to address the discharges from the support activity areas; and (vi) all
applicable state, federal, and local approvals are obtained for the support activity.
Off -site activity name and location information. Provide a descriptive off -site project name, 911 street address (if available), construction entrance
location (address or decimal degrees coordinates and description), city/county and the 6-digit latitude and longitude in decimal degrees (i.e.
37.1234N,77.1234W) of all off -site support activities. Indicate whether the off -site support activity will be covered under this general permit or a
separate VPDES permit.
If excavated material (i.e., fill) will be transported off -site for disposal, the name and physical location address, when available, of all off site
excavated material disposal areas including city or county; 6-digit latitude and longitude in decimal degrees (i.e. 37.1234N, 77.1234W) and the
contents of the excavated material.
List additional off -site areas to be included under this permit coverage on a separate page. Off -site areas not included on this registration will need
to obtain coverage under a separate VPDES permit.
Section IV. Other Information.
A. A stormwater pollution prevention plan (SWPPP) must be prepared prior to submitting the Registration Statement per 9VAC25-880. See
9VAC25-880-70. Part II. of the General Permit for the SWPPP requirements.
B. If the Erosion and Sediment Control Plan for the estimated area to be disturbed listed in Section H. C. has been submitted to the VESC Authority
for review and plan approval, choose YES. If you are submitting this application to reissue an existing permit coverage, please provide the date that
the VESC Authority approved the Erosion and Sediment Control Plan for the estimated area to be disturbed.
C. If land disturbance has commenced, choose YES. "Land disturbance" or "land -disturbing activity" means a man-made change to the land surface
that may result in soil erosion or has the potential to change its runoff characteristics, including construction activity such as the clearing, grading,
excavating, or filling of land per §62.1-44.15:24. Definitions.
D. If this project is using approved Annual Standards and Specifications (AS&S), attach the completed AS&S Entity Form.
If the AS&S Entity is different from the operator identified in Section I. A., list the AS&S Entity Name. The AS&S entity is the entity or agency that
holds the approved annual standards & specification. Please indicate if this project is also requesting a plan waiver.
• AS&S Entity Form link: Annual Standards and Specifications Entity Information Form
Rev 11/2020 PAGE 5 16
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 INSTRUCTIONS
PLEASE DO NOT PRINT OR SUBMIT
E. Billing information. If the person or entity responsible for billinglinvoicing is different from the operator, please complete this section. If they
are the same, leave this section blank.
Section V. Certification.
A properly authorized individual associated with the operator identified in Section I. A. of the Registration Statement is responsible for certifying
and signing the Registration Statement. A person must physically sign the certification, a typed signature is unacceptable. State statutes provide
for severe penalties for submitting false information on the Registration Statement. State regulations require that the Registration Statement be
signed as follows per 9VAC25-880-70 Part Ill. K. 1.:
a. For a corporation: by a responsible corporate officer. For the purpose of this part a responsible corporate officer means:
(i) A president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who
performs similar policy -making or decision -making functions for the corporation, or
(ii) the manager of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make
management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major
capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with
environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather
complete and accurate information for permit application requirements; and where authority to sign documents has been assigned or
delegated to the manager in accordance with corporate procedures.
b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively.
c. For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official. For purposes of this part,
a principal executive officer of a public agency includes:
N The chief executive officer of the agency, or
(Y) A senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency.
Section VI. Submittal Instructions.
Submit this form to the VSMP Authority that has jurisdiction for your construction activity. The VSMP Authority may be either DEQ or your locality
depending on the location and type of project. If your project is under the jurisdiction of a Local VSMP Authority, please contact the locality for
additional submittal instructions. A blank area is provided for the Local VSMP Authoritys mailing address.
Who is the VSMP Authority for my project? DEQ or the locality)
• DEQ: DEQ is the VSMP Authority and administers permit coverage for land -disturbing activities that are:
➢ within a locality that is not a VSMP Authority;
➢ owned by the State or Federal government; or
➢ utilizing approved Annual Standards and Specifications.
• The Locality: The local government (locality) is the VSMP Authority and administers permit coverage for all other projects not covered by DEQ
as listed above. For these projects, please submit permit forms directly to the Local VSMP Authority. A list of Local VSMP Authorities is
available on DEQ's website here: Local VSMP Authority List.
DEQ'S CONSTRUCTION GENERAL PERM IT W ESSITE
www.deq.yirginia.goyfProgramsf W aterlStormwaterManagementfVSMPPermitsfConstructionGeneralPermit.asox
Email the completed and signed form to:
constructiongp@degxirginia.
Rev 1112020 PAGE 6 16
0 Project Area: ± 3.3 acres VPDES Registration Site Map -
LOD Proffit Road Townhomes
Stream WSSI #32316.01 NORTH
Waterbody ��
Feet
Original Scale:
CE Primary Construction Entrance 1'=200'
Latitude of Primary CE: 38.131363'
Longitude of Primary CE:-78.431896'
HUC12 Name: Jacobs Run -North Fork Rivanna River; South Fork
Data Source: Albemarle County Digital Data
Image Source: Nearmap® - July 2022
"Area is based on GIS data, and does not reflect the legal acreages of the site.
For exact LOD acreage, see approved plans.
Wetland Studies and Solutions, Inc. Exhibit 1
a DAVEA. company
Section 2. Notice of general permit coverage
(This notice is to be posted near the main entrance according to 9VAC25-880-70, Part II, section
C.) (Provide a copy of the DEQ coverage letter when obtained)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 3. Nature of activity
(Provide a detailed narrative of the construction activities. Include or reference a construction schedule and
sequence. Include any phasing.)
This project proposes 40 single family attached townhomes. The land development, including Phase I & II E&S
controls and the stormwater plan for the overall property will be completed by Riverbend Development
(WPO202000017). Erosion and siltation control measures shall be provided in accordance with the approved
erosion control plan and shall be installed prior to any clearing, grading or other construction. Greenwood Homes
will install construction entrances and silt fence around graded lots prior to the start of townhome construction. All
slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1
(horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. Paved, rip -rap
or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is
deemed necessary in order to stabilize a drainage channel. All traffic control signs shall conform with the Virginia
Manual for Uniform Traffic Control Devices. Unless otherwise noted all concrete pipe shall be reinforced concrete
pipe - Class III. All excavation for underground pipe installation must comply with OSHA Standards for the
Construction Industry (29 CFR Part 1926). Due to required distances from lot lines and structures as required by
the NFPA, underground propane tanks may be prohibited. The information and data shown or indicated with
respect to the existing underground utilities at or contiguous to the site are based on information and data furnished
to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not
be responsible for the accuracy or completeness of such information or data. The contractor shall have full
responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the
work with owners of such underground utilities during construction, for the safety and protection thereof and
repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to
the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. When
working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to
protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. The
contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that
the owner can make necessary arrangements to modify/protect existing structures from damages.The contractor
shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the
Virginia Department of Transportation prior to completing any off -site work. Contractor shall notify and coordinate
all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. All bare
areas shall be scarified, limed, fertilized, seeded and mulched. All trees, saplings, brush, etc. shall be removed
from within the right of way and the drainage easements. Visibility of all mechanical equipment from the Entrance
Corridor shall be eliminated. Retaining walls require separate building permits. All water service lines, sanitary
laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main
to the structure.
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 4. Erosion and Sediment Control Plan.
(Provide a reduced, 11x17 copy of the latest Erosion and Sediment Control Plan. Do not reference only.)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
/ 1 532 -
A534
-- � �. - - - � ` - - - - - - 532- - � � � \ � -
� 52a \
\ ` Dense Trees \
\ 530 /
530
SEQUENCE OF CONSTRUCTION - PHASE 3
1. INLET PROTECTION TO REMAIN UNTIL ALL WORK ONSITE IS COMPLETE.
2. APPLY PERMANENT SEEDING.
3. WHEN SITE IS STABILIZED, INSTALL STORMTECH CHAMBERS WITH THE
GUIDANCE OF AN ADS REPRESENTATIVE,
4. CALL FOR FINAL INSPECTIONS.
\ 36 - - 1�
PED o� to
POLE
- - - - - - ----OHU- -- -- -- /S3O
- CHU-CHU-CHU-CHU-CHU POLESZ$ H-HUOHU-pHU-OHU CHU-OU-H - U
-
POLE
\
� \ NEW 30' � � � I
526 - -- V A ( -
i A - 526 - A 0 \ A l \ RON o B
LIMITS OF ISTU A ICE N22.24'08"E 482.68' w� \ ZND 2 .sa / -
_ /
FOUNIRON \ 2 7 s \ �32 \ x 4 34 - - X - X / X - X - X - \ - o \ / Fa<OPOSED ROW
A4D \ a p CAP 2� \� - - - - - _ - - - - _ _ _ _ _ 318°"` \ �° G / ■ bEDICATION 35.5'-,WIDTH
2° LOT31 �• L , '`� --�--- s ------ \ I 1 I ■ I FROM ROAD CL ---
FFE 528.00 00 , I , 0
ONE CAR 28 1.5�%\ I\ 28� \ Q30 - - - o /
GARAGE UNIT SI `z so \ U �o \\w 3100 31� I 3250 /-7 IP N c \ 1 j /� 20�ACSA-
\ 28 00 29 00 30 _ O EASEMENT
52 I o LOT 30 All
5/8•, °) A \ \ \ \ 32 TS DI SA
4 - 2% FFE 527.50
A. -Oltlf -CQR 270 1.00% 2�' 2 e 6"\ \ \ LOT 37 LOT 38 LOi' 39 LOT 40 \ / o
GARAGE UIZIi S ?8 \ LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 \ FFE 531.50 FFE 532.00 FFE �32.50 FFE 533.00 S \/
o I \ �529.00 FFE 529.50 FFE 530.00 F� 530.50 FFE 531.00 \ ONE CAR ONE CAR ONE, CAR ONE CAR I _ _ U
A4C \ I ON CAR ONE CAR ONE CAR 0 E CAR ONE CAR GARAGE UNIT GARAGE UNIT GARAGE UNIT GARAGE UNIT _ \ 52 L STE
GARAGE\UNIT GARAGE UNIT ARAGE UNIT GARA`fE UNIT GARAGE UNIT I _ _ o LEE E
CD
rn 2%0 LOT 29
FFE 527.50 o ae e ,e 9 I \ - 5o
y _ ONE CAR 2 3.3\ a6 2S 6 0 \ \ - 2 \ ■
`�F I GARAGE UNIT \ " so z . o /,.. / 0 ■
y 29° s� 3000 30 31-
wsCo
Iws -
2650 FFEO527 00 0 .a �` o T 28I \ n� a "01 / < 0 I �i 11 0 00 rn I
c,+ ONE CAR 2% 2.19% 2e 2 `z I \ N 0? �1 to \ co! / 1 y i 0.
GARAGE UNIT S \ \ \ 28 \ n
Z \ 22 2� _2%z 2? 28se gal 0oz 0'
\ a 17. ',a -.9z �.a° z' }° e / 0',
�- so LOT 27 °' ° o °2"j. •, . 0 2% °a2g `EW 30' ACSA'S g. -' 30. ��' G, / �x •35 \
2\ FFE 527.00 0 'm o ao z {
\ ONE CAR 2i 3.68% 26' 5 ,• x4,.ii 6 �i� rDI
�c27' "s x 8 5�'
_ -,GARAGE UNIT I C' RED \ A �u .A9O° , 43�/v�° i / a c u\
\ ° o- NEW IV RI ABLE GWpTH
- - - ows W W T6RR1W WNW W W
W II'
NEW 20' PRIVATE
8 MANA EMENT ESEz __°-_ - 0p q, c X A4OB, J+ c' . I - - - - I70 M ESgT _ \_.. 'S4 IE o
- $,01 A4A 13+ 6 TI'�+50.1- E - 8" \ 0 12+50.0 il.84% 2� / 12 ' LOT 1 \ I I \ II \ \
_ 25 „ `o x6•RED \' \ FFE 535 5�T 0 N \
x \ o PRIVATE Ru,5S3c+ A 2' DI- 1 RAGE
z' a, RED, , \ \ A5 / 5 GA I v
` 52p_ 24" HDPE ST RM - �. 5 56�' HP S-C� - - \- - DI-3 - - S a3 \ 3
1 w W a 4- Y' zo 31 00% o I \ o \ \ \
�. A3 WEIR WALL ° '6' GV - IdEI�'� 1 31 _ x o> = c
�' �"► 4 LOGSWE °N.EWo', 3,•'Oio\\ -_ 8°WM MzLL ERL m \I \
V A P \
o I ws za ws 3 P 2 =
A E _ _ _ .p ( 3 1 ra J'0536.00 ` I I \ \
o N - ,0 LOT 22 I \ ` - - - .. ao b\ 5 j� 5 34 GAR GE UNIT \ c X \
26 FFE 527.00\ 8 .. A� o a. A7 a o0 93% 1
o e e e \> 32 3 �� C _ ONE CAR 2% 4 32% 26. 5 ➢ 6 �l °A D °N-12 MANI \ I I I I
GARAGE UNIT mM a
I
+�
9fTYP.)
70.
LOT 16 \
7,a
RACKFLL
�REVENTEfI
I
0 0
4.70%
FFE 528.00 \:
>�
o
o J
I�
�
TWO CAR \
GARAGE UNIT
_
�
6^
2650
�
UNDERDRAII
-_
FFE0527.00
e
e
ONE CAR
27`0 3.10%
26
2
\
GARAGE UNIT
S
z
/
a..
N
2
z,
4�05%
00
7
LOT 17
is
ze
7
FFE 528.00
°
TWO CAR
\
oI
�"
GARAGE UNIT
\ "
_ -
50
26
LOT 24
FFE 527.00
-`
\
ONE CAR
- -GE 522
�2 4 7%'
ban
2 X
e$
v
_.
1
_
GARAGE
/
2(
53
27s°
LOT 18
FFE 528.50
7,27
�c
�R
4G
5
L
TWO CAR
y
°�-}AX
=
�T
)'
GARAGE UNIT
I99
2�°
LOT 25
FEE 527 50
°
=
ONE CAR
2750 3.76%
26�'
2 '
6p'
oo-
Oa
GARAGE UNIT
S
2
es 5.90%
28°
19
`27A,27
7,0
/
FFEO528.50
-
-
- -
TWO CAR
524
GARAGE UNIT
/
ru
n
-
o
27
LOT 26
FFE 527.50
0
ONE CAR
_
27 2.537
z
6
.
-
-
GARAGE UNIT
$J
I
00
/
°oi
97
7
I
A4
`
o
2
3.86%/
28- --
-EI-E 5 /
x
/STYP'
WM
C-.50
NE.
GARAGE UNIT
,°
M
e 3130 FFE 532.00
GARAGE UNIT LOT 3 \ I
�ti I FFUN
E 53 ON \ I I ! \
"5 I 33 R�GE IT I
as GA \ 0 J1 \
3231 7-
on \ LOT 10 50
32 \ FARAGE2UNIT
4\
S 0 FFE 534.54 i J
\ NEV 90 P,Rd,V,AfiTE 83 3 �5 fi 3c5% 33 GARAGE UNIT \ 1C '0I \ ■ 6,
\ OR T I
11 �y"G 9B 0LO \ ■
I
JSPE TION Q� 1' 32 FFE `�\32��5
N
° IT ''� 10 1
GARAGE\ soa .32 �'A 3 I c,+ I
9A
�l ■
' 6 U o' HP STORM
15 I ■
320312%
9
L�
LOT 12 \\ �5 �
32 FFE 532.50 w� oq IT ws Ln A
31 P3,x; GARAGE UN \ 1 \ \ ■
i1LOT ■
941 0l oe GARFE 53 00jT I \
1 _ '� 5 33AGE UN x
32 5� I v 9 c/ 1 66 W \ I \ \ I
8 c \ \
313 y 32 F E 532.50 r-5 Z i (TYP.) �- \MI \ ■ - ----
UNIT � � ,° Z � I ■ � � � AG
-
GARE
o. � II
S0 GARAGE3 50 � I
s 32 FFE UNIT j �p
32006.49% 5- / 5. 1% 9 I
L1 I 7.5' I s0 LOT 146 �� 9 o x N I ■ I 1
f S .a sa LOT 21 es se - 31 FFE 532.00 30 o N 5 ■ ~
Dense ,Tree \ -- - 5276 - 2 5.23% 28 TWO
528. �7" 7 30 GARAGE NIT I �� OT 7 I
C
524 IRON 710 ,o -
FOUND x27 ' GARAG _ - - ', /I ,a 903 I5 25&- FFE GE3UNIT II , s I
x29" A
- - 526 _ .+ v T 59 2,.w 338.89' - - - - - -. - - - - - - - - - - - / 5 - % T. as 30 L„1 G ■ I
_ 3150 5.96 J0 8.57 o R
i
BOA 'w _ vw�,��.� T� PS' °,'m FFE 531UNIT SP)��■ I
- - - - - - - - - 528 LIMIT$- OF 0lSi�1RBA7V .28 x.4'> . GARAGE �2 �� 00 \ LOg33.00 2 i 90'
CF-- 2 32 FFE
_ _ GE UNIT ■ I I
530 . . � 528 _ - - - A9A1 1/�'8 I „ 5p 5 i� GA 2 c ■ \
/------------- �52a �� a .0% 2917 , I
/ 4 69 ■
IRON ■ I
530 SET S26°08'59"W 169.50' BOA I
Dense Trees ° - - - - 5305 - - oRO Fc \ /
SOIL EROSION & SEDIMENT CONTROL SYMBOLS
SYMBOL
NO.
TITLE
KEY
3.02
CONSTRUCTION ENTRANCE
CE
X X
3.05
SILT FENCE
SF
®
3.07
INLET PROTECTION
IP
3.09
TEMPORARY DIVERSION DIKE
DD
[DRAWN TO SCALE]
3.13
TEMPORARY SEDIMENT TRAP
ST
g
3.18
OUTLET PROTECTION
OP
ry 1�
3.31
TEMPORARY SEEDING
O
3.32
PERMANENT SEEDING
PS
3.35
MULCH
3.39
DUST CONTROL
DC
LIMITS
OF DISTURBANCE
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 43 =-5140
Chanotleemile. VA 22902 skimp-engineenng.wm
,�Nl� 4 Z1 83�A
VSMP PLAN
ALBEMARLE COUNTY, VIRGINIA
PROFFIT ROAD
TOWNHOMES
SOUTH
SUBMISSION:
2020.03.20
REVISION:
1) 2020.07.16
2) 2021.03.30
3) 2021.06.07
- - - - - - - 532
� I
f - 532 FILE NO.
18.041
G \
�o E&SC PLAN PH 3
i 0
r 0
0 \ I SHEET C7 OF 12
zo - o zo o so
Scale: 1 "-20' lam/•
Section 5. Stormwater Management Plan
(Provide a reduced I Ix17 copy of the latest stormwater management plan. Do not reference only.)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
540
535
530
525
520
515
510
505
Al CA 2) A3 A4 A5 A6
v
0
M
ENV.
.- 1522.8--
R
M
M
_
IOU-YR HYDRAULICtOQF-0RAIN
mo
INV. IN GRADE
522.90
��Q
6 =
z r
--
0 o
N
w
-
+ - 100-YR HYDRAULIC30-YR-k.YBRAIa-
- GRADE LINE
10-YR HYDRAULIC
GRADE LINE
- - _
- - - - - - -
a '
_
_
-
SEP RIA'
8" ADS N12
MANIFOLD
z
o 1-
GRADE LINE
-
GRADE
- - -
_ - `- -
o
w
o
GRADE
__ _ _
- - _ -
-
_
_ P NNo
94.38LF - 36" HE
�N
34.9
LF - 36"
aQ
_ z
N
- - - - - - _ -
= ------ -�---
97.26 LF 24" HDPEQ 2.41%
- - - - -
I v o
M a
„
rn
n.80% 16
rn ri PLAT6.2599
�z
>
Mtn
Ln
Mtn in
� z,n in
Q
---
,P
to
z
>-W
Z
O
Q
3
U'
Z
>
>N>�
z 1 z 0
C1 AS
Z
z^ I
500
10+00 10+50 11+00
(�1�STORM PROFILE Al -A6
C9 VER : =10
HORZ: 1"=20'
A7 �AB�
540
535
530
525
5A
515
510
505
A9 AlO
11+50
12+00
- -
-7\elm.L/T�Ti•�
_ _
8 it
• •
..�
11110
10+00 10+50 11+00
2 STORM PROFILE A7-A10
C9 VERT: 1"=10'
HORZ: 1 "=20'
535
0
roN 15" HP FROM A8 INTO A7
NSPECTION
1.3 FT OF
I EW=G
INV. IN=522,50
PORT (TYP.)
STONE COVER
-
530
z�
/
I
525
_________
____
_
__
18"ADS N-12 MANIFOLD
MC-450O-�
INTO THE ISOLATOR ROW
END CAP
520
r3
11=519.80
(TYP)
-
2'M
i�
18 ADS N-12
515
NDERDRAIN
INV. OUT TO STONE -BASE
OTHER CHAMBERS
SOLATOR
' MC-4!
TR A6
INV.=519.50
ROW INV.-
VARIAI
-
51.9.80.
(TYP.)
510
1
BOTTOM 517 30
10+00
10+50
11+00
s
STORMTECH PROFILE
C9
VERT:1"=10'
HORZ: 1 "=20'
545
540
535
530
525
520
515
510
505
C9 v':
HORZ:
11+50
12+50
540
STONE TOP 525.81
535 CHAMBER ROW TOP 524.51
530
525 C 0
520
515
13+00
13+50
14+00
A6 ADS GEOSYNTHETIC 601T NON -WOVEN GEOTEXTILE
18" ADS N-12 AROUND ALL STONE LAYERS
MANIFOLD
1.30'
TOR
n , 1L�6" UNIpERDRAIN INV. 517.50'
4" SUMP
#3 STONE
S D 3 STORMTECH CHAMBERS SECTION DETAIL
C9 SCALE: 1"=5'
505
12+00
10+00 10+50 11+00 11+50
s SANITARY PROFILE Z4-Z4a
09 VERT:1"=10' A4
HO1" RZ: =20'
545
540
06
6X 8
:6751
515
510
505
12+00
lurnLu
SH
C-4 TYP.)-
I-3C TOP 525.77
100-YR
WSE 524.68
10-YR
WSE 523.27
WEIR TOP 523.40
°d e
a d
2-YR
1-YR
WSE 521.23
WSE 520.86
24x5.5" ORIFICE
INV. 520.90
a
el
-
2.3"
�2= ORIFICE INV. 516.72
PROVIDE A TRASH RACK
FOR THIS ORIFICE
8
WEIR WALL DETAIL STR. A4
NN C9
SCALE: 1"=5'
8" ROOFDRAIN�
i
i
5' MH-1 W
ACCESS ON
EACH SIDE OF
THE WEIR
38' HP PIPE
24 HP PIPE
12' DI-3 _
W/ WALL WEIR
OPINION
LONG SWEEP
VTR. A4
PLAN DETAIL
C9 SCALE: 1"=10'
55
50
?5
)D
5
0
O-
24" SUM
a
14+50
15+00
NSPECTION PORT o
GROUND ELEV. 528.05' No
530= N o
STONE TOP 525.80' a
41 L SO ATOR ROW TOP 524.80' 92W oN
)LATOR R W 52
TOR BOTTOM 519.8' 51
#3 STO BER BOTTOM 519.5' o _E
STONE BOTTOM 517.50' 510. z
>
Ir:
CLEARANCE
15+50
" S[iIF_IF. @ 5.
16+00
1010+50 11+00
a SANITARY PROFILE Z4-Z4b
C9 VERT:1"=10'
HORZ: 1"=20'
PROFFIT ROAD TOWNHOMES SOUTH
LD-229 STORM DRAIN DESIGN COMPUTATIONS
Front
To
Casele
Runoff
Inc
At.
TX
Tael
Teml
UP
On
Pipe
Iw
Pipe
Pipe
Velocity
R.11me
point
Point
Area
Cod
AC
AC
Intensity
Flow efs
1I
II
Slope
Diaeer
Inc
(6Jhr
El
E
ft
%
ef
W
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
All
AID
0.47
0.47
0.22
0.22
5.00
5.17
1,14
5
2 .
4.71%
15
1 .2
.4
112
AD
A9
0.22
5.12
5.14
1.13
524M
524.30
20.29
0."%
15
7.2
4.3
0.08
AYC
A9B
0.33
0.70
0.23
0.23
5.08
5,15
its
527.37
526.76
88.36
069%
15
5.8
3.7
040
A9B
A9A
0.23
5.40
5.07
1.17
52fa56
524.90
63.76
2.00%
15
11.3
5.9
0.18
A9A
A9
0.23
5.18
5.12
1.18
524.90
524.00
118.88
0.76%
15
6.1
3.8
0.52
A9A1
A9A
0.23
075
OA7
0.17
5.00
5.17
0.89
525.50
524M
94.99
0.71%
15
5.1
3.8
0.37
A9
At
OA5
5.52
5.04
2.27
524.10
523.70
53.27
0,75%
15
6.8
5.0
0.18
---AT-
A7
0.35
M86
0,30
0.75
5,18
5.12
3.85
3.38%
.05
Note- Detention System Between A7 P+A6
A6
A5*
026%
36
A5
A4*
517.11
516.87
94,38
025%
36
A414
A4G
0103
0.90
GO@
0002
5.00
5,17
0.01
524.90
524.51
39.00
Lm%
6
0.2
0.5
1.26
AtG
A4F
O.m3
0.%
DOM
B m
6.M
4.87
0.01
524.41
523.80
61
1.00%
6
0.2
0.5
L97
A4F
ME
0.003
0.90
0.002
0.002
6.97
4.72
0.01
523.70
523.29
41
L00%
6
0.2
0.5
1.32
ME
A4
0.002
0002
6.32
4.86
0.01
523.19
52290
29
Lm%
6
0.2
0.5
0.94
A4D
A4C
0.003
0.90
0.002
0.002
5A0
5.❑
OA1
524.90
524.51
39
1.W%
6
0.5
1.26
A4
A48
0.003
M90
0.002
D002
6.26
4.87
0.01
52 .41
521130
61
LW%
6
0.5
1.97
A48
A4A
0.003
TAIT
0.002
0.002
6.97
4.72
0.01
523.70
523.29
41
1.W%
6
0.2
0.5
1.32
A4A
A4
0.002
0.002
6,32
4.86
0.01
523.19
522,88
31
1.00%
6
0.2
0.5
1.00
A4•
A3
1.054
032
096
0.76
6.00
4.93
8.31
516.72
516.10
77.42
0.90%
24
2L9
6.5
0.20
A3**
A2
0.76
5.20
5.12
8,31
515M
514.00
267.25
0.71%
24
&1
5.7
0.78
A2**
Al
0.76
.578
4.98
8.31
513.45
511,11
97.26
2.41%
H
38.0
9.7
TINl
"Pi �Sie.in nolcmn Ned as i Used for s[orae
isthe10-r fmmhdmcW,the Accumilated AC=755A.76=8.31
PROFFIT ROAD TOWNHOMES SOUTH
LD-204 Stormwater III Computadom
Inlets on Grade Only
Sag Inlets Only
z
rn
9
5
_
O Q
w'
U
5
E
t7
b
d
z
i
9
O
0
a
n
0
'e
f
$
9
U
0�
�.
'E
1
2
3
5
6
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
00
(ac)
(flu)
(.5s)
(c0)
(di)
t/9
0
C/9
(ft)
(ft)
("E)
(d)
(ft)
(ft)
(ft)
All
DI-7
3.5
0.47
1 0.47
0.22
4.0
0.88
0.00
1 0.88
0.020
01
0.04
0.09
6.35
6.5
1.43
0.00
1.43
-
0.13
-
-
8.11
A8
DI-3B
12
0.35
0.86
0.30
4.0
1.21
0.62
1.82
0.020
0.08
0.02
0.03
3.36
0.26
100/00/0
1.82
0.00
6.5
1.96
0.24
2.20
3.44
0.27
100.0%
2.20
0.00
A5
DI-3B
12
0.73
0.71
0.51
4.0
2.05
0.00
2.05
0.020
0.08
0.02
0.02
0.26
0.5
0.53
6.88
6.5
3.33
0.00
333
0.32
0.5
0.64
9.67
A4
DI-31C
12
1.05
0.72
0.76
4.0
3.04
0.00
3.04
0.026
0.08
0.02
0.02
0.27
0.5
0.53
7.06
6.5
4.94
0.00
4.94
0.31
0.5
0.61
9.03
A91C
DI-3C
6
0.33
0.70
0.23
4.0
0.92
0.00
092
0.026
0.08
0.02
0.02
0.12
0.5
0.24
1.45
6.5
1.49
0.00
1.49
0.17
0.5
0.33
2.00
A9A1
DI-3A
4
0.23
0.75
0.17
4.0
0.69
0.00
0.69
0.020
0.08
0.03
0.05
3.21
0.19
1 89.8%
1 0.62
1 0.07
0.27
1 0.5
0.53
7.06
6.5
1.12
1 0.00
1 1.12
1
1
1
3.55
0.22
1 78.7%
1 0.88
1 0.24
1 0.31
1 0.5
0.61
1 9.03
TABLE 1, RECOMMENDED MINIMUM TRENCH WIDTHS
HP STORM TRENCH INSTALLATION DETAIL
�: N\ \N \//\O\4
000000000\\O
MIN. TRENCH
PIPE DIAM.
WIDTH
12'
30"
300mm
762mm
15'
34"
375mm
864mm
8"
39"
450mm
991mm
24"
4W
BOOmm
1219mm
30"
56"
750mm
1422mm
36"
64"
900mm
1626mm
42"
72"
1050mm
1829mm
48"
80"
1200mm
2032mm
Co.
96
1500mm
2438mm
HAUNCH TABLE 2, MINIMUM RECOMMENDED COVER BASED ON
VEHICLE LOADING CONDITIONS
4" FOR 12"-24' PIPE BEDDING
6' FOR 30"-60'PIPE MIN TRENCH WIDTH SUITABLE
I (SEE TABLE) FOUNDATION
NOTES:
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND
INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS', LATEST ADDITION,
SURFACE LIVE LOADING CONDITION
HEAVY CONSTRUCTION
PIPE DIAM.
H-25
(75T AXLE LOAD)'
12"-48'
12"
48'
300mm - 1200mm
305mm
1219mm
60"
24"
60"
1500mm
610mm
1524mm
VEHICLE IN EX E
F 75T MAY RE UIRE
ADDITI NAL VER
WITH THE EXCEPTION THAT THE INITIAL BACKFILL MAY EXTEND TO THE CROWN OF THE PIPE. SOIL CLASSIFICATIONS TABLE 3, MAXIMUM COVER FOR ADS HP STORM PIPE, It
ARE PER THE LATEST VERSION OF ASTM D2321. CLASS IVS MATERIALS (MH, CH) AS DEFINED IN PREVIOUS VERSIONS OF
ASTM D2321 ARE NOT APPROPRIATE BACKFILL MATERIALS.
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED
BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATNE AND
AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAYBE STABILIZED USING A GEOTEXTILE MATERIAL.
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I II III OR IV. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR
MATERIAL SPECIFICATION TO ENGINEER. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH
TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING
THICKNESS SHALL BE 4" (100mm) FOR 12"-24' (3DOmm-600mm) DIAMETER PIPE; 6" (150mm) FOR 30"-60" (750mm-1500mm)
DIAMETER PIPE. THE MIDDLE 1/3 BENEATH THE PIPE INVERT SHALL BE LOOSELY PLACED. PLEASE NOTE, CLASS IV
MATERIAL HAS LIMITED APPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT; USE ONLY WITH THE APPROVAL OF
A SOIL EXPERT.
5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, ,I, III, OR IV IN THE PIPE ZONE EXTENDING TO THE CROWN OF THE
PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL
BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN
ACCORDANCE WITH TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. PLEASE NOTE, CLASS IV MATERIAL HAS LIMITED
APPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT; USE ONLY WITH THE APPROVAL OF A SOIL EXPERT.
S. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" (300mm) FROM
CLASS,
CLASS II
CLASS III
CLASS
N
PIPE DIA
COMPACTED
95%
90%
85%
95%
90%
95%
12'
41
28
21
16
20
16
16
(300mm)
(12.5m)
(8Sm)
(6.4m)
(4.9m)
(6.1m)
(4.9m)
(4.9m)
15"
42
29
21
16
21
16
16
(375mm)
(12.8m)
(8.8m)
(6Am)
(4.9m)
(6Am)
(4.9m)
(4.9m)
18'
44
30
21
16
22
17
16
(450mm)
(13.4m)
(9.1m)
(6.4m)
(4.9m)
(6.7m)
(5.2m)
(4.9m)
PA'
37
28
18
14
19
14
14
(6001
(11.3m)
(7.9m)
(5.5m)
(4.3m)
(5.8m)
(4.3m)
(4.3m)
30•
39
27
19
14
19
15
14
(750mm)
(11.9m)
(8.2m)
(5.8m)
(4.3m)
(5.8m)
(4.6m)
(4.3m)
36'
28
20
14
10
14
11
10
(900mm)
(8.5m)
(6.1m)
(4.3m)
(3.0m)
(4.3m)
(3.4m)
(3.0m)
42"
30
21
14
10
15
11
10
(1050mm)
(9.1m)
(6Am)
(4.3m)
(3.0m)
(4.6m)
(3.4m)
(3.0m)
48'
29
20
14
9
14
10
10
(1200mm)
(8.8m)
(6.1m)
(4.3m)
(2.7m)
(4.3m)
(3.Orn)
(3.0m)
80'
29
20
14
9
14
10
9
(1500mm)
1 (8.Bm)
(6.1m)
(4.3m)
(2.7m)
(4.3m)
(3.Om)
(2.7m)
THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD
APPLICATIONS; CLASS I OR II MATERIAL COMPACTED TO 90% SPD AND CLASS III COMPACTED TO 95%SPD IS REQUIRED. RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING
FOR TRAFFIC APPLICATIONS, MINIMUM COVER H, IS 12' (300mm) UP TO 48" (1200mm) DIAMETER PIPE AND 24' (6DOmm) OF ASSUMPTIONS:
COVER FOR 60" (1500mm) DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT NO HYDROSTATIC PRESSURE
OR TO TOP OF RIGID PAVEMENT. UNIT WEIGHT OF SOIL (ys)=120 PCF
7. FOR ADDITIONAL INFORMATION SEE TECHNICAL NOTE 2.04. B REV. MAXIMUM COVER HEIGHTS RWD 01nv17
nmis ADS, we REV. DESCRIPTION BY MMDDNY CHWD
ADVANCED DRAINAGE SYSTEMS, INC. (-ADS°) HAS PREPARED THIS DETAIL EASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS
INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR'WS
ii►►
PROJECT. NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL
RECOMMENDATION$ AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEWTHESE DETAILS PRIOR TO
PO
CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE
TRENCH INSTALLATION
DETAIL HP STORY
( )
1"""'• IS4D TRUEMAN BLVD
YY[]W[-` HILLIARD, OHIO 43026
'
APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS
PROJECT.
.wau¢aoowmwearmanawe
DRAWING NUMBER: STD-101D
Z4b
540
535
5M
525
520
515
510
505
500
16+50
535
530
I
I
525
520
515
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone:434-227-5140
ChaloftesNlle, VA 22902 ship-engineennig.com
VSMP PLAN
ALBEMARLE COUNTY, VIRGINIA
PROFFIT ROAD
TOWNHOMES
SOUTH
SUBMISSION:
2020.03.20
REVISION:
1) 2020.07.16
2) 2021.03.30
3) 2021.06.07
FILE NO.
PROFILES
SHEET C9 OF 12
C9
A9A
A9C
ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMS
AASHTO MATERIAL
MATERIAL LOCATION
DESCRIPTION
COMPACTION /DENSITY REQUIREMENT
CLASSIFICATIONS
FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE
PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED
D
TOP OF THE'C' LAYER TO THE BOTTOM OF FLEXIBLE
ANY SOILIROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.
NIA
INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT
CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.
PREPARATION REQUIREMENTS.
PAVEMENT SUBBASE MAY BE PART OF THE'D' LAYER
AASHTO M145'
INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE
GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <36% FINES OR
A-1, A-2.4, A-3
BEGIN COMPACTIONS AFTER 24" (600 Tim) OF MATERIAL OVER
TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (800 mm)
PROCESSED AGGREGATE.
_
THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN
C
ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT
OR
12' j300 mm) MAX LIFTS TO A MIN. 95%PROCTOR DENSITY FOR
SUBBASE MAY BE A PART OF THE'CLAYER.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS
-
WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR
LAYER.
AASHTO M43'
PROCESSED AGGREGATE MATERIALS.
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10
EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS
AASHTO M43'
B
FROM THE FOUNDATION STONE ('A' LAYER) TO THE'C' LAYER
CLEAN, CRUSHED, ANGULAR STONE
3.4
NO COMPACTION REQUIRED.
ABOVE.
A
FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE
CLEAN, CRUSHED, ANGULAR STONE
AASHTO M43'
PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.za
SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.
3,4
PLEASE NOTE:
1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: 'CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".
2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 Tim) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAILING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR
COMPACTION REQUIREMENTS.
4. ONCE LAYER'C' IS PLACED, ANY SOILIMATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
PERIMETER STONE
(SEE NOTE 6)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
UEKIBLEPAVEMENT.FCRUNPAVED
RUTTING FROM VEHICLES MY OCCUR
IE COVER T030' (250 mmy 24"
12" (300 mm) MIN y
60,
(1525 mm)
7.0'
(2.1 m)
MAX
-1Lil
L41 - DEPTH OF STONE TO BE DETERMINED
_ I-�-I -u -= - - III-11l-T-III -m-I -III- -m-I�
12" (300 mm) MIN T>' �--m �- -m - 9-m-�-n ��1-RT-m-�=n-m_m_ BY SITE DESIGN ENGINEER 9" (230 mm) MIN
MC-3500 100" (2540 mm) 12' (300 mm) MIN
END CAP SUBGRADE SOILS (230 mm) MIN
(SEE NOTE 4)
NOTES:
1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a,'STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS' CHAMBER CLASSIFICATION 61
2. MC4500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION
FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5. REQUIREMENTS FOR HANDLING AND INSTALLATION:
• TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.
• TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3.
• TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN.
AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73- F / 23' C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.
UNDERDRAIN DETAIL
NTS STORMTECH
CHAMBER
IRMTECH END CAP
'LET MANIFOLD
FOUNDATION STONE
BENEATH CHAMBERS
ADS GEOSYNTHETICS 601T
NON -WOVEN GEOTEXTILE
STORMTECH END CAP
FOUNDATION STONE
BENEATH -CHAMBERS
i
ADS GEOSYNTHETICS 601T
NON -WOVEN GEOTEXTILE
. _ITE DESIGN ENGINEER
4" (100 mm) TYP FOR SC-310 & SC-16OLP SYSTEMS
6" (160 mm) TYP FOR SC-740, DC-780, MC-3500 & MG4500 SYSTEMS
MC -SERIES END CAP INSERTION DETAIL
NTS
.r STORMTECH END CAP
12" (300 mm) MIN INSERTION
MANIFOLD STUB
MANIFOLD HEADER
12"(300 mm)
MIN INSERTION
NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL
FOR A PROPER FIT IN END CAP OPENING.
MC-4500 TECHNICAL SPECIFICATION
NTS
CREST
STIFFENING RIB CREST
VALLEY WEB
STIFFENING RIB 1 UPPER JOINT
CORRI]RATION
FOOT
WALL lLL'/uLMUJW. 7Ldu LL U W1 J_
GORATED L LOWER JOINT CO RR. -
a BUILD ROW IN THIS DIRECTION f� 100.0" (2540 mm) _ 90 2" (2291 mm) .�
RDRAIN
nr
SECTION B-B
12" (300 mm)
MIN SEPARATION
MANIFOLD HEADER
MANIFOLD STUB -
1 30.7"
48.3" (781 mm)
(1227 MI 52.0" INSTALLED
INSTALLED (1321 1
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH) 100.0" X 80.0" X 48.3" " (2540 mm X 1524 mm X 1227 mm)
CHAMBER STORAGE 106.5 CUBIC FEET (3.01 m")
MINIMUM INSTALLED STORAGE" 162.6 CUBIC FEET (4.60 m")
WEIGHT 130.0 Ibs. (59.0 kg)
NOMINAL END CAP SPECIFICATIONS - 35.1" I
SIZE (W X H X INSTALLED LENGTH) 90.2" X 51 X 30.7" (2291 mm X 1509 mm X 781 mm) (891 mm) T�
END CAP STORAGE 35.7 CUBIC FEET (1.01 m")
MINIMUM INSTALLED STORAGE" 106.7 CUBIC FEET (3.08 m•)
WEIGHT 135.01bs. (61.2 kg)
'ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS,
12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY.
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH'T"
END CAPS WITH A WELDED CROWN PLATE END WITH "C" L
END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"
PART # STUB B C B
MC4500REPE06T
6'(150 mm)
42.54" (1.081 m)
-
MC4500REPE066
-
0.88" (22 mm)
MC450GREPE08T
8" (200 mm)
40.50' (1.029 m)
-.-
MC450OREPEOBB
--
1.01' (26 mm)
MC450OREPEIOT
10'(250 mm)
38.37" (975 mm)
-
MC4500REPE108
-
1.33" (34 mm)
MC450OREPE12T
12' (300 mm)
35.69' (907 mm)
MC450OREPE128
--
1.55" (39 mm)
- MG450OREPEIST
iS (375 mm)
32.72"(831mm)
-
MC4500REPE15B
-
1.70' (43 mm)
MC450DREPE18TC
18'(4501
29.36' 46 mm
(7 )
-
MC4500REPE18TW
MC45WREPE18BC
-
1.97'(50 mm)
MC450OREPE18BW
MC450DREPE24TC
24" (600 mm)
23.05' (585 mm)
-
MC450OREPE24TW
MG450OREPE24BC
-
2.28" (57 mm)
MC4WOREPE24BW
MG450OREPE30BC
30" (750 mm)
-
2.95' (75 mm)
MC450OREPE36SC
38" (900 mm)
-
3.25" (83 mm)
MC45WREPE42BC
42' (1050 mm)
_ -
3.55' (90 mm)
NOTE: ALL DIMENSIONS ARE NOMINAL
nm)I
CUSTOM PRECORED INVERTS ARE
AVAILABLE UPON REQUEST.
INVENTORIED MANIFOLDS INCLUDE
12-24" (300.600 Tim) SIZE ON SIZE
AND 1548" (375-1200 mm)
ECCENTRIC MANIFOLDS. CUSTOM
INVERT LOCATIONS ON THE MC4500
END CAP CUT IN THE FIELD ARE NOT
RECOMMENDED FOR PIPE SIZES
GREATER THAN 10" (250 mm). THE
INVERT LOCATION IN COLUMN'B'
ARE THE HIGHEST POSSIBLE FOR
THE PIPE SIZE.
545
540
535
530
525
520
515
510
0
-E
�•
9+50 10+00 10+50
1 STORM PROFILE A9-A9C
C10 VERT: 1"=10'
HORZ: 1"=20'
COVER PIPE CONNECTION TO END CAP WITH ADS
GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM PURE INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
CATCH BASIN
OR
MANHOLE
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24' [600 mm] MIN RECOMMENDED)
11 +00
MC4500 CHAMBER
24" (600 mm) HOPE ACCESS PIPE REQUIRED USE
FACTORY PRE -CORED END CAP
PART #: MC450OREPE24BC OR MC450OREPE24BW
MC-4500 ISOLATOR ROW DETAIL
NTS
INSPECTION & MAINTENANCE
STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT
A. INSPECTION PORTS (IF PRESENT)
A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
AA LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B. ALL ISOLATOR ROWS
B.I. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW
B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE
i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY
I!) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS
A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED
B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C. VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.
Wv-2
545
540
535
530
525
520
515
510
10+00
3 STORM PROFILE A9A-A9A1
C10 ORR'L: 1" 20'
11+50
OPTIONAL INSPECTION PORT
15 r•L �'.II17 � \ I .ZWT:19
TWO LAYERS OF ADS GEOSYNTHETICS 315WTM WOVEN
GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
10.& (3.1 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
TICK COAT 1H PROPOSED
CONSTRUCTION JOINT EXISTNG ASPHALT LAYERS PROPOSED ASPHALT LAYERS
--------MSTNG SUBBASE PROPOSED SUBBASE
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MMMUM I % NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
z MMMM 12 INCHES. OR GREATER AS NECESSARY TO ABUT THE FILL THICKNESS OF EXSTING ASPHALT LAYERS
AS DETERMINED BY CORES ISEE NOTE 3)
NOTES:
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESCH FOR ASPHI PAVEMENT WIDENING SHALL MST OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTNG PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTNG AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THEE CURES SHALL BE TAKEN ALONG WE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXSTNG
PAVEMENT LAYERS. TIESE CONES SHALL BE SPACED NO MORE THAN 500 FEET MART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1% IN
AND ASPHALT WITH AN /SPRT SERFAGE COARSE TO MATCH llE
PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAVED BY THE ENGINEER.
5. THE ENGINEER MAY REWIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS-ADPE
AND EFFECTIVE SURFACE DRANAGE.SURFACE
G. EXISTING PAVEMENT MARKINGS AND MARKEn WITH] THE PROJECT UNITS SHALL BE RESTORED SUBJECT TO THE MPROVK OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT RE -IN SHALL CONFORM TO THEREWNEM]RS OF SECTION 315A5:c: OF THE SPECIFICATIONS EXCEPT THAT ALL JONTS
AT TENN LOCATIONS SHALL BE TESTED USING A V FOOT STRAIGHTEDGE N ACCORDANCE WITH THE REWPEMDITS OF SECTION 315.07(P)OF THE
ATA_ ATIo"s.
END -SECTION 12" - 60'' PIPE
X � AX
1 -- _J E TMMWY
NL PLAN`\ j
C ePPhE"
BNI pt 5r �#
r,elc 1
A ( F /
° T
PAY LSE
gviryi TN Y-Y rN0 VIEW
END SECTION DIMENSIONS
PIK DAMETER
A
R
L
IT
4..
2..0..
2- 0'
4J.0.
2'-0'
'5
g.
..
v- ..
4`1'
.,g.
01-
g.
T-3.
Y...
{..D.
3..0,
21-
9
2- IT-
TH..
24.•
9 ••
3•-7.
2' V
g••1••
A.D.
27•'
p ..
4..0..
2.. p,
G.-I.,
4..6.
W..
1._0..
A._g.
p_J ..
g._1 ..
y_0.
]S..
ILLY ..
4..pi ..
5._6.
35.
p_3.
5.-3..
2._p
42•'
1'_9'
5
2-11•
9•.2"
g•.g••
45..
2.-9
g.-0,
2._2.,
g.-2..
p.o..
SA
2'-3"
5'-5"
-,
10+50
12+00
`Ir lnu. D11'V NLION
HMIT TRASH RACK
12+50
545
540
535
530
525
520
515
510
13+00
New Trash Rack-
1" Holes
•
30% Opening Area
v
°oo°
a eoao
oepo paeapo
•
Woe°Op°e °^o°O�
•°•a
O O O C)0
O
00000e° o
°ooe
•e`�? ° °a°°y°0°"0O°a
O O O
0 0 C
O O O
p•BgWa °�WM°W
O O C
a o
I
NIII,•II'1,
12"
OOOOOC
:.
00000C
II/I
OOOOOC
H,:
O
.Ali r IioLa n n ni
:px ..r . qlu•
O0, OC
O
O O C
• .un.�, "un ..Pm'ne no-,.
Typ.
Front Section
\I•rl lllll
��i11, 1' linlf. unJ n nrnln
.rt
2 5" ORII
C 1 Q NOT TO SCALE
545
WE
1111E
Mfg.
6mi
520
515
510
11 +00
ALTERNATE END -SECTION 12'' - 60" PIPE L=
H0T EH1 OWN (HET EUWD SECTTION
YAO PSC MINIMUM
E G
PLAN
.-C a�B OF PPE
STEEL FABRIC REII'FORCEMENT A
11
A \ /
- D E
I- PAY LIVE END VIEW
SECTION X-X
END SECTION DIMENSIONS
PIPE DVAETER
A
B
C
0
E
R.
A.
T OG
A,-T.
g..,,
2..D.
15.
5"
23..
3.-10•'
" "
2.. 61
24.
p.
3. J.
2�.g..
B.q..
A,.O..
2J"4..g.
'i.0..
y0•.
4,.B.
L.r �.
8..1 ..
S..g,.
33�
1. .
5._3.
2..p ..
g._I ..
g.-p.
p.B.
5..3.,
..11.
B7.
5._1..
AB•
2,.0,
6.-0..
2..2..
1J-2.
7.-g.
54•
T 3
5'-5•'
2'-11•
g'.A••
J._B••
- PAY UNE
NOTES:
PIPE LENGTHS SHOWN ON BONS ARE
BASED ON ENO-SEDESIGN SHOWN
ON ME LEFT. F THE CONTRACTOR ELECTS
TO USE THEALTERNATRNAT E DESIGN $CAWSEIN M1
THE DIFFERENCE
TIN WILL IO REDUCED BY
THE DEEEREM2 N COENSIIXI '➢".
I'I.1�TIt'
N9LfTitl3r � � �
00
O
12" OOO
OOOOO
000000
1- 6"
(A) Bottom Rack Side
Section
DETAIL
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street PhoIce: 430.227-5140
Chalotlesrille, VA 22902 shimp-engineering.Lom
VSMP PLAN
ALBEMARLE COUNTY, VIRGINIA
PROFFIT ROAD
TOWNHOMES
SOUTH
SUBMISSION:
2020.03.20
REVISION:
1) 2020.07.16
2) 2021.03.30
3) 2021.06.07
FILE NO.
DETAILS
: IA
`- REFER` L" E"E"LE FLARED END -SECTION FOR 12 60 CONCRETE PIPE CULVERTS I
ROAD AND aiDGE STANDARDS ASPHALT PAVEMENT WIDENING II_ EI "�
sHET i W I RErmON DATE FOR WIDENING SUBJECT TO TRAFFIC 7/01
VRGINIA DEPARTMENT OF TRMSPORTAHUN 3M 3DY VIRCNA CEPMTMENL OF T0.A1¢.-RTATIDN ID2DI
�.D2 SHEET C10 OF 12
a SPHALT PAVEMENT WIDENING s ES-1 DETAIL '� O
C10 NOT TO SCALE C10 NOT TO SCALE
STORMWATER
CALCULATIONS
WATER QUANTITY
5S4
532 — � i � I i OFFSITE WOODS vv v
A-0 12AC \ OFFSITE IMP.
TOTAL PRES'DEV
DA=3.68AC
sU ,
5s / 54_0.02AC
D O v D O 0 0 j 7 0 0 0 0 0 TP7D
A , o V
o — 0 V 0 0 0 V 0/ 0 V V 0 V W---7 sy Do 0 V 0 0� \
OFFSITE TURF �,� ,� �: �,� - - - ��o Q �o1z ��o �o�ze���/e� zZ
VOW
— — 526 — 000 V
0 /
1
N22°24'08' 4 .68' W \ ND 2�.58 — — —
FOUND
UND
I �-
_ lil III Ii1 III III III lii I
o --� <` , III III III III II III w
III
X v� <vv III III III III III f III III III III Ili - ) I 11
o6v IF III —III I - 1 1 1„
< I \ LE
III III III II — III III III
III
LJ
532 I � I
� ,� -III I
sv < III III �� v
v v vv 11I I II -- o� I I I v
II III III III
IIII I \ I
< � � `v � <v � � � � ��
1 O <_ W DS < vv `v<
A=6.36A& v v
Sea- � < o v v
< < v v < < <v v < v v<
\ \ \526 cr \ \ I \
< < <
< < TOTAL ONSITE
fli
DA=3.15AC ,v� v
< T6C=1$ MINUTES < _ / < � QG < < < v v vv
,' --- �- 522 --� -,� < < TIME v w <v v
/ CONCEN ► RAT,10 \
< < < < < < < < -� E� <szs < v v
18.0 MIND J
/ < < < < < < < < < < < < < < < < III v
— _ 524 < < < < < < < �' <
-Ell
— �-------
-_/
TOTAL OFFSITF i i I
_ DA=0.53AC / I
526
--524 FOUNND - - TO 18 MINUTES — I
, i i k 526 IIIIIIIIII
_ ONSITE TURF FIIIIIIIII vv III I
_- - IIII IIIII I II I - III —III I
A=0.2.48A ,
--
- -- I II 1IIIIIIIIIIIII III I
7 IIII IIIIIIIIIII i-111t ICI I
/ NIT IMP. — — - —IIIIIIIIIIIIIIIIIIIIIIIIIIII III I
/ 1 / �} Ali' _ 530 SET 6`08'59"W 0' — " I
2A=O.'31 AC — 530
POA
ONSITE
OFFSITE
ACRES
3.15
0.53
CN
64
61
ONSITE
Q1 = 1.20 CFS
RV = 0.12
OFFSITE
Q1 = 0.13 CFS
NOTES
1. ALL SOILS 27B - ELIOAK LOAM
- 2 TO 7% SLOPES, HSG B.
WATER QUALITY
0.37 AC WOODS
2.72 AC TURF
0.25 AC IMPERV
GEND
ON -SITE IMPERVIOUS
ON -SITE MANAGED TURF
ON -SITE WOODS
❑ OFF -SITE IMPERVIOUS
OFF -SITE MANAGED TURF
❑ OFF -SITE WOODS TREATED
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN, CIVIL ENGINEERING, PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phom:434 227-51Q
Chaloti lle, VA 22902 ship-engiaeeriig.com
VSMP PLAN
ALBEMARLE COUNTY, VIRGINIA
PROFFIT ROAD
TOWNHOMES
SOUTH
SUBMISSION:
2020.03.20
REVISION:
1) 2020.07.16
2) 2021.03.30
3) 2021.06.07
53
532 — —
� FILE NO.
18.041
� I \
/ v v PRE -DEVELOPMENT
r/ vv �q vv DRAINAGE
Z \ I \ SHEET C11 OF 12
20 0 20 � � I 1 so ., � 11
Scale: 1 "=20' C
I� I `� STORMWATER CALCULATIONS
WATER QUANTITY
O � O
�\ 26-- �
0
TOTAL -OFFSITE TREAT
/ --- A=0.32AC
TOTAL ONSITE TREATED
TOC_ IIIRIUTES (ASSUMED)
A=2.86AC
TOC=5 MINUTES (ASSUMED)
sE `.
\ � I —
�� I
r �
T N
- POA_
1 52p- ,
`>S4
_�FFSITEjITREATED TURF
I A-0.19ACOFFSITE TREATED WOODS
�A0.12AC o
OFFSITE TREATED Q°Ao.4o cFs
IMP. A=0.02AC RV=0.415 AT
------------�—----- '—� —eta
N
NOTES
1. FLOW FOR POA ANALYZED AS IT
LEAVES THE SITE RATHER THAN AT THE
T v OUTLET OF STORM PIPE Al FOR EASE
— OF CALCULATION. NO ADDITIONAL WATER
34 / — IS COLLECTED AFTER STORM INLET A4.
�.�32� � _ _ A
a — — I � � 5� 2. TIME OF CONCENTRATION FLOW
—� — — — PATHS NOT SHOWN. ALL ASSUMED 5
V MINUTES
4. ALL SOILS 27B — ELIOAK LOAM — 2
T — T / \ \ �F TO 7% SLOPES, HSG B.
III` V L V _-- 32 �>\ I' - — —
L�71 WATER QUALITY
z8
-' TREATED
1.25 AC TURF
1.94 AC IMP
/ — - • LEGEND
ON -SITE IMPERVIOUS TREATED
III i O S US
� 5 �
I
ON -SITE MANAGED TURF TREATED
{ OFF -SITE IMPERVIOUS TREATED
OFF -SITE MANAGED TURF TREATED
�- - - — - - - — - - - - OFF -SITE WOODS TREATED
C �� ❑
p5-
V A
LP q q p� o �� �� ON IMPERVIOUS UNTREATED
��� ON -SITE MANAGED TURF UNTREATED
�''� �V A V / — 3 \
OFF -SITE MANAGED TURF UNTREATED
17
oVIA
�
— 1
N
I
20' DRAINAGE
.EASEMENT
- - - X x x x x SHIMP ENGINEERING
r \52 _— LAND PLANNING SITE DESIGN CIVIL ENGINEERING PROJECT MANAGEMENT
6 , r
X X I I o \ \\ Design Focused Engineering
Eo � — - - _ I 912 East High Steel Phone :434-227-514D
� � ChatlottesviOe, VA 22902 shimp-engineenng.com
X X
1-
u
°,Z--- ---I� �/ N _
X X -X - X
/V N
I
y ,I Gn
0 SI E TREATED F IFL
I I
h I-TOTAL/ONSITE UNTREATED
A=0.30AC — — — — — — 3z�
TOG MINUTES (ASSUMED) --- 33° _ O�FS� TEI TREAT - �� _ _ 3z
�� SON CENHA TIN _ ED �Ff�IE _ - - _ - OVERLAND
� I - ar
8 M��\1tj T apoo
FLOW
--
ati5 i S 530
TOTAL DRAINAGE AREA NNW_ � mm JEAN
az� = OFFSITE UNTREATED TURF � �- 32 — — —
3.68AC � � r � ,� �
�A=0.21AC ONSITE UNTREATED IMP. ONSITE UNTREATED TURF ONSITE TREATED TURF,, S.C.FLOW'
- 532 - - A=0.003AC A=0.29AC A-0.94AC
TOTAL OFFSITE UNTREATED A=0.21AC v —
TOC=18 MINUTES (CALCULATED)
I
z
20 0 20 40 60
Scale: 1 "=20'
ONSITE
OFFSITE
TREATED
UNTREATED
TREATED
UNTREATED
AC
2.86
0.30
0.32
0.21
CN
86
61
61
61
15183
zf
VSMP PLAN
ALBEMARLE COUNTY, VIRGINIA
PROFFIT ROAD
TOWNHOMES
SOUTH
SUBMISSION:
2020.03.20
REVISION:
1) 2020.07.16
2) 2021.03.30
3) 2021.06.07
FILE NO.
18.041
POST -DEVELOPMENT
DRAINAGE
SHEET C12 OF 12
C12
INaIMOM
\im
LEGEND
1 IMPERVIOUS
L 1 WOODS
NOTE: ALL SOIL
HAS HSG B
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phom:434 227-51Q
Chalotlemile, VA 22902 ship-engiaeeriig.com
VSMP PLAN
ALBEMARLE COUNTY, VIRGINIA
PROFFIT ROAD
TOWNHOMES
SOUTH
SUBMISSION:
2020.03.20
REVISION:
1) 2020.07.16
2) 2021.03.30
3) 2021.06.07
FILE NO.
18.041
PRE-DEV. VRRM MAP
SHEET C13 OF 14
C13
Scale: 1 "=20'
LEGEND
ON SITE IMPERVIOUS TREATED
OFFSITE WOODS TREATED
OFFSITE TURF TRATED
OFFSITE IMPERVIOUS TREATED
NOTE: ALL SOIL
HAS HSG B
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phom:434 227-51Q
Chalotlemile, VA 22902 ship-engiaeeriig.com
VSMP PLAN
ALBEMARLE COUNTY, VIRGINIA
PROFFIT ROAD
TOWNHOMES
SOUTH
SUBMISSION:
2020.03.20
REVISION:
1) 2020.07.16
2) 2021.03.30
3) 2021.06.07
FILE NO.
18.041
POST-DEV. VRRM MAP
SHEET C14 OF 14
C14
Scale: 1 "=20'
Section 6. Pollution Prevention Plan.
(reference County Code 17-404 and State Regulation 9VAC25-880-70 part II section A.4)
A. Plan showing pollution activities and prevention practices
(Provide a reduced I W7 copy of a site plan on which all of the following activity locations are clearly
marked. Keep this plan up-to-date with ongoing site changes and inspections.)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
s V A NEW 30' _ 1 �� ��� I 55X
_ - 526 BOLLARDS
/ A - 526 , A V OA \ \
LIMITS OF ISTU A CE N22'24'08"E 482.68'
�; \ \ FND �\ �2 .58 IRON 7 s2 4 0 F.<OPOSED ROW
Dense Trees FOUND \
., A4D � � I . I CA 3 4 1 oSeP / e z - -- ---
3 �
\ ,Z)a �8 31 \ 3�° DEDICATION 35.5 WIDTH
L 2T FEE 528.00 on 1 :_L \ 0 - - - EMERGENCY ENTRAN E o
° LOT 31 � o \ s \ ■ � FROM ROAD CL - -
1 - ONE CAR 28 1.5 \ S I I\ 8 0' REAR SETBACK \ A \\ 50 = 1
I GARAGE UNIT I I `< \ 280 29� ao 30� I 31 / N c h��- EASEMENT
/ NEW 20_ACSA_
\ 29 30 Al \ Q Q q Q
JJJ \ I \ _ 1 �\ EX.
o LOT 30 5 8 V A \ \ \ I' V A 32 c \ ,�`�_f-
524 - 2� FFE 527.50 ') \ \ \ \ \
A - -01VE -CAR 27' 1.00% 1 2�9 2 s fi A A I LOT 37 LOT 38 L0� 39 LOT 40 A / � ■ ' - / / _ - - - - - -
-_ GARAGE UNIT _ "'-_ g LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 \ I FFE 531.50 FFE 532.00 FFE32.50 FEE 533.00 _ OPEN
�529.00 FFE 529.50 FFE 530.00 F 530.50 FFE 531.00 \ ONE CAR ONE CAR ON CAR ONE CAR SPACE 8 1r F
/P,4 \- �. I ONCE CAR ONE CAR ONE CAR O E CAR ONE CAR I GARAGE UNIT GARAGE UNIT GARAGE UNIT GARAGE UNITI 3,790SF \ 2 L STEM
2 \ \ X = \ I y 1 I GARAGE\ \IT GARAGE UNIT ARAGE UNIT GARA`YE UNIT GARAGE UNIT \ I I / I "NO PARKING' - o �,., SLEE E
�� rn 2� LOT 29 I-� - _o �l ■'
FEE 527.50 0 1 0 ,a so
\ = ONE CAR 27 3.3 x 6 \ \ - --- 2 BOLLARDS \ ', ■.i \
o MA 25' ETBA K---
\ I GARAGE UNIT \ 1
° o0 00 00 30 31
m
\ � _ � A 28� 29\ n `° � 2 TO EXISTI G � I �. � II m -
Ot
v ws 1
WATERLI E ■ _
_ 0 i _ _ 1_
\ - 2650 00
FEE0527.00 0 „ a o I I \ I I I I I\ I I rn� I o I ro vmi-A �.. - I -■ w
�S ONE CAR 2� 2.19% 26 2 � 1 I \ Nij �� 2 (6 (6 �� / �� D / \N \ l I \
2 _ GARAGE UNIT -- \V
-`.a•.- S D MIN. 5 E BA K $.x-
_-X _ z z 1 use I_ ao oz _ _ Sn ARKING" �O '�RNp\uS
°5 a5'.CON�°: SID WALK 7 ,z- ° wO EW 30'.ACSAS m.° :9z _.a30•' 1" / N` (TYPO \ \
\= so LOT 27 - _ - - _< r C r °J x6� / SV 6WALK - o \
2\ FEE 527.00 0 m o °o 1 - C/ - ee z - - - - s TEE
„- )) _
\ ONE CAR 2� 3.68 12E' S ° I „ a �6 25 2 e e 2T
-,GARAGE UNIT I x4 CG--9 S2 i "NO PA KING ",P A9 43$%°-
- \ 3tED NEW ITIV �R��JJABLE TH \ / I �"/I� 0° �. / _ .. a I 1 1
-- W W5T6RMW Wn8' Dlf� W I W W yJ W W �i Vd w E N 1 1
W I1
A4B-- - NE 20' PRIVATE _� . .. 8„ MA EMENT ES 1.84% _ _S. 0 _EStkT _- �_ - TE o
8" D*low DI �� Lo 1 A 1 v
3 - �25 �0 „ � "x6" RED \' - C FFE 5 5.50T
PRIVATE RG.S3�, A 2' D-
\ -x • zs s, REq \ \ A8 / 5 TY 5° 1 GARA Q \ \
.HDPE STORM 5 56�" HP S' \- DI-3 - - _ S ( p09 34 I w
�� W 0 r - - - - \- ai --4- zo 31}
DISTURBA E A3 - WEIR WALLS LO G SWE 'V .,= N_EVy J „ ` T ° �lE�' 31 X M L VERLA
4 S ----- -- -- hfe ��- ----- f -- - 9 Iz p P 2
LOT
A E C 12 . > 1- •° � F� 53
K o N so LOT 22 TYI� G, `'� `< / l _ no b\ S 1-S 34 GAR GE NIT \ c 1
1 I 26 EEE ONE P o I . ,e a 4e �
CAR
2% 4.32% 26� x 5 \ �1 aMANI O � \
GARAGE UNIT 6 ° N-1 g \ m r
A T
sal(
Y
7 o
LOT 16 \
7m
aACKFL��/
0
4.70%
FFE 528.00 \
.-->�;
FREVENTI
yi
\-%
-
I
TWO CAR \
1
GARAGE UNIT
\
6•
so LOT 23
26
8:
UNDERDRAIN�
-/
FEE 527.00
_
-� 5
5
os
ONE CAR
2%0 3.10%
26s2
5
GARAGE UNIT
z
/
I
IFx
I
I
N
21
4,057
oo
7
LOT 17
�e
ze
7
_
l
FEE 528.00.i.
TWO CAR
\
mil'
GARAGE UNIT
\
26'o FFLOT 24
E
a
�
"�
p
\
ONE CAR
2JO�.�7
�6"
2
�
5�
�
II
GARS EMT
2
o..
.�<
s�'
27�
FEEO52850
m
75J
4R
X
--J
/8"
WM
ws
-
n TWO CAR
ton
DTI
P')
GARAGE UNITI99
/
LOT 25
2%0
N
m
/ =
FEE 527.50
ONE CAR
275 3.76%
26'-
2
6
`
N
v
GARAGE UNIT
-
S
`
m
v,
/
-
.90%
28
1
y
,
7's
/
FFEOT
50
m _x27
I
TWO CAR
y /
- 5
4
I
I
GARAGE UNIT
/
LOT 26
22
N
FONE
z
CARD
2750
2 53
6az
/ -
GARAGE UNIT
0
SJ
b
I
/
°ot
I
3.86%
/
797
A4
��
/�P
-EFE05220 8 50 /
TWO-6AR-
,.
x28
NE
GARAGE UNIT
N
I , 31� FFE 532.00 �5➢m .� \ \
9d 2 GARAGE UNIT LOT Lp N^ \ I I 11
�� IL 33 FFE 4.5 1
55 I 5 UNIT °'cp Z ? \ \
32�3
ro L07 1050 �S \I w
32 \ \GARAGE2ON"0
LOT , \
\ °� sa 31e° S S 3q5% 33 GARAGE4 NIT ■ �.
EV CD FKVss
ORS+-€STv1 y � \ o \ ■
o-. \ �•O B
Lo
50
SEE TION QPy 1 32 GARAGE�UNIT �S `e`P•` eo - i \ '
1 I 9A / ■ o
s s, 15.• Hp STORM �
\ 1 � 0 1 ■ �
"NO PARK .I \
N LOT
532.50 S
32 FIFEUNIT v, - ws N -o / \ - ■
31
• A .2ti oo FFE 534U T� m \ ■ h 1 SHIMP ENGINEERING
- In 6, _ 33 GARAGE v �
. 3250 g.56% 1 S / .DO% X \ \ LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
HH c
�. T 13 /D -vl Z / 1 5/$ W N �- 1 ■ I \ I Design Focused Engineering
v 3 2 FFLo
E 532.50 �S I (TYP.) I \I ■ u� I \ -
.3'1 RAGE UNIT / / m '° y 1 O 912 East High Sinaet Phone: 434-22]-5140
GA -� 6 I Chalotlemile, VA 22902 ship-engiihasng.m.
o.Q 'z< c 1
5 $° I
S 32 �ARAGE3UNITW
/ 30� 5 1% = 9 1 32�6.49% �
/ S 94 r D 1
l 1 I 7.5 I - 50
LOT 14 b ,� 9 x� N -I c ■ 1 o I�� ■ 1
i ` S x2786 75e - 31 FFE 532�NIT
LOT 21 a '30 1 GARAGE LOT 7
- - - - 5�76 - �i _ 5.23% 28 FEE 528.5 I �
Dense TreIRONe I - TWO CAR 25 FFE GE3
_ _ _ _ _
524 FOUND I 710 ,27 41 ' GARAG - / , ge5 S �S TYP•) RA
- - - - - X29�5- 3150 5.96% GA � I ■ 11
,� /� �-_- - ----- -- LOT 15 ) °8 x c,J _
BOA ° ■ � i M: �
o,e FFE 531UNIT S n ?O ` _ LIC: bl 5193
- - 528 uMlrs aF l!
_ - - -- - �IS}U _ .28x .GARAGE g s, ��q 8 I
�MCE - - - ,2 LOT 9C l
/ �FFEG3.00
_ _ A9A1 UNIT o 1� ■
/ - 530 - 5' NONEX_ _ 5a
e �� G
18 A ■ 1
ND LUSIVE RIGHT 0 _ �5 8 29 5 5 2 , ' �stONAL
/ LESS=B. 505-615) �_, - - - - s .0 % 1
4 69IR
■
530 SET S2608'59"W 169.50' - CA \I ■ 11
2�
520 - IRo � � VSMP PLAN
�
0 o - g I \\ ALBEMARLE COUNTY, VIRGINIA
��� ► _ _ - -- - - - 532 - \ FGUNo _ \ PROFFIT ROAD
F� DR-26 SAN \ TOWNHOMES
)
��� s,s a - MATCH L �\ SOUTH
I / �\ o ■ NEW 20 24"
TEF_ ■ �� � � 1 \\ SUBMISSI
ON:
HDPE STORM
MANAGEMENT ESR
A - Ot2020.03.20
} V esREVISION:
�
-a 1)2020.07.16?LIMITSO"F
DISTURBA \ I 2) 2021.03.30
1 _ 3) 2021.06.07
Lp
o \\ ��
I/" ♦ s� I I 11 / LIMITS OF V A I
TMP 32-29D DISTURBANCE
M�E GROVE CHRISTIAN
CHURCH AREA 3.34
- �0 W
AC/ � V A
\
\
j / \ 1 1 1 \ \ \ \ I FILE NO.
\�> �� ( \ \ V 18.041
1 11\ I � \ \
1 LASS A RIP-RA1 i I I \\ \ GRADING & UTILITY
PLAN
1 = 00 SHEET C4 OF 12
20 0 20 40 60
Scale:1"=20' � ■
Pollution Prevention Plan
Prevention - Stopping - Containing - Cleanup - Reporting
A spill is reportable if it; causes a sheen (the sheen rule), creates discoloration/emulsion on surface waters, or reaches storm
drains. Any Fish Kills must be reported, Reporting information regarding specific substances can be found below.
Potential Pollution Generating
Prevention/Response
AcfiWdes:
QuickReference Chart
Fuels, Hydraulic
Vehicle refueling and maintenance operations will be conducted in a dedicated
Oils and Vehicle
location away from surface waters. Secondary containment (berms), readily
Maintenance
available spill kits and cover will be provided where appropriate. For additional
information, see the Fuels and Oils subsection below.
Soaps, Solvents,
Chemicals will be safely stored in sealed containers when not in use. Clean-up and
Detergents &
disposal will be done in a manner to prevent contact with stormwater, utilizing
Wash Water
cover, tarps, buckets, and proper disposal techniques. For additional information,
see the Hazardous and Toxic Chemicals subsection below.
Construction products and materials will be stored in a safe location and handled in
a manner consistent with the pollution prevention plan and manufacturer's
Hazardous
recommendations. Likely utilized items on site include asphalt sealants, copper
Materials
Construction
flashing, roofing materials, adhesives, concrete admixtures, pesticides, herbicides,
products, materials,
insecticides, fertilizers, and landscape materials. Construction and domestic wastes
and wastes
such as packaging materials, scrap construction materials, masonry products,
timber, pipe and electrical cuttings, plastics, Styrofoam, concrete, and other trash
or building materials will be disposed of properly. For additional information, see
the Hazardous and Toxic Chemicals subsection below.
Fertilizers will be applied per manufacturer's recommendations and not during
Fertilizers
rainfall events. For additional information, see the Hazardous and Toxic Chemicals
subsection below.
On site portable lavatories must be located away from surface waters and storm
Sanitary Wastes
drains. Any spills must be cleaned according to federal, state and local regulations.
For additional information, see the Sanitary Waste subsection below.
Wash Water without
Wash water will be directed to sediment basins or traps, using filtration devices
Non-Stormwater
Soaps
such as filter bags or sand filters or similarly effective controls.
Discharges
Site Excavation
Must pass through a sediment trapping device and be released onto a stabilized
(Examples listed in
Dewatering
surface. Conveyance channels must be stabilized.
Table 4 below)
Utility Flushing
Energy from clean water releases must be appropriately dissipated in a stabilized
area. For additional information, see the Water Testing subsection below.
Concrete wash water will be directed into a leak -proof settling basin or container.
The container or basin shall be designed so that no overflows can occur due to
Concrete Waste &
inadequate sizing or precipitation. Hardened concrete wastes shall be removed and
Wash Water
manner
disposed of in a miner consistent with the handling of other construction wastes.
Liquid concrete wastes shall be removed and disposed of in a manner consistent
with the handling of other construction wash waters and shall not be discharged to
Managing Waste
surface waters. For additional information, see the Concrete subsection below.
All solid waste and debris must be deposited in dumpsters and kept out of surface
waters. Exposure of waste materials to precipitation shall be minimized by closing
Solid Waste
or covering waste containers during precipitation events and at the end of the
business day or by implementing other similarly effective practices. Minimization
of exposure is not required in cases where the exposure to precipitation will not
result in a discharge of pollutants.
Other
Spills and Leaks
Oil, chemical or other hazardous substance spills and leaks that exceed the reportable threshold
will be reported to the DEQ in accordance with Part III G of the Permit as soon as the discharge is
discovered, and in no case later than within 24 hours. A reportable quantity of oil is defined by the
EPA as a discharge to surface waters that causes a sheen, discoloration, and/or an emulsion. A
written report of the unauthorized discharge shall be submitted to the DEQ and VSMP authority
within five days of the discovery of the discharge and include the information listed below:
• Name, address, and telephone number of the person reporting and the responsible party
• Specific location of the incident
• Date and time the incident occurred or was discovered
• Name of the chemical/material released
• Source and cause of the release
• Total quantity discharged
• Medium into which the substance was discharged
• Amount spilled into water
• Weather conditions
• Name of the carrier or vessel, the railcar/truck number, or other identifying
information
• Number and type of injuries or fatalities
• Whether an evacuation has occurred
• Estimation of the dollar amount of property damage
• Description of current and future cleanup actions
• Other agencies notified or about to be notified
Reports will be made to the following:
DEQ Valley Regional Office
Phone: (540) 574-7800
Fax: (540) 574-7878
For reports outside normal working hours, leave a message.
Virginia Department of Emergency Management
Emergency Operations Center (EOC)
Phone: 1-(800) 468-8892
Materials and equipment necessary for oil or chemical spill/ leak cleanup will be kept in the
temporary material storage trailer onsite. Equipment will include, but not be limited to, brooms,
dust pans, mops, rags, gloves, goggles, universal absorbents, sand, saw dust, and plastic and metal
trash containers.
All oil or other chemical spills/ leaks will be stopped, contained, and cleaned up immediately upon
discovery. Those large enough to reach the stone sewers will be reported to the National Response
Center at 1-800-424-8802. In the event of a hazardous spill contact: 9-1-1
Fuels and Oils
The State Code of Virginia §62.1-44.34:19, states that discharges that may be reasonably expected
to enter state waters, lands or storm drains must be reported. In the event of a spill, it will be
stopped, contained, and cleaned up immediately and the material, including any contaminated soil,
will be disposed of according to all federal, state, and local regulations.
Any on -site storage tanks will have a means of secondary containment.
All vehicles on site will be monitored for leaks and receive regular preventive maintenance to
reduce the chance of leakage.
Petroleum products will be stored in labeled, sealed containers.
Spill kits will be included with all fueling sources and maintenance activities
Hazardous and Toxic Chemicals
Spills of hazardous or toxic chemicals that exceed the reportable quantity threshold must be
reported, as previously stated. The EPA lists reportable quantity thresholds for each chemical
under 40 CFR Part 110, 40 CFR part 117, or 40 CFR part 302.
All paint containers and curing compounds will be tightly sealed and stored when not required for
use. Excess paint will not be discharged to the storm sewers but will be properly disposed
according to the manufacturer's instructions. Spray guns will be cleaned on a removable tarp.
Chemicals used on -site are kept in small quantities and stored in closed containers undercover and
kept out of direct contact with stormwater. As with fuels and oils, any inadvertent spills will be
cleaned up immediately and disposed of according to federal, state, and local regulations.
Fertilizers will be applied only in the minimum amounts recommended by the manufacturer.
Fertilizers will be worked into the soil to limit exposure to stormwater.
Fertilizers will be stored under cover and partially used bags will be transferred to a sealable bin to
avoid spills.
Sanitary Waste
Portable lavatories are located on -site and are serviced on a regular basis by a contractor. They will
be located in upland areas away from direct contact with surface waters. Any spills occurring
during servicing will be cleaned up immediately, including any contaminated soils, and disposed
of according to all federal, state, and local regulations.
Concrete
Concrete trucks will not be allowed to wash out or discharge surplus concrete or drum wash water
on the site, except in a specially designated concrete washout area which contains all wash water
resulting from washout activities.
Form release oil used for decorative stonework will be applied over a pallet covered with an
absorbent material to collect excess fluid. The absorbent material will be replaced and disposed of
properly when saturated.
Water Testing
When testing/cleaning of water supply lines, the discharge from the tested pipe will be collected
and conveyed to a completed stormwater pipe system for ultimate discharge into a sedimentation
basin or SWM/BMP facility.
Authorized Non-Stormwater Discharges
The following table (Table 4) displays non-stormwater discharges from construction activities that
are authorized by this general permit when discharged in compliance with the permit:
Table 4. Authorized Non-Stornwater Discharges
A
Discharges from firefighting activities and/or fire hydrant flushings.
B
Waters used to wash vehicles or equipment.
C
Landscape irrigation, or water used to control dust.
D
Uncontaminated waterline flushings, air conditioning/compressor condensate, and ground or spring
E
Potable water sources, including uncontaminated waterline flushings.
F
Routine external building wash down. I
G
Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred (or
where all spilled or leaked material has been removed prior to washing).
H
Foundation or footing drains where flows are not contaminated with process materials such as
solvents.
I
Uncontaminated excavation dewatering, including dewatering of trenches and excavations.
Where soaps, solvents, or detergents have not been used; and where the wash water has been filtered, settled, or
similarly treated prior to discharge.
B. Sources of Pollutants, locations, and prevention practices
Pollutant, or Pollutant
Location on site
Prevention Practices,
Generating Activity
Control Measures
I Concrete Wash I I I I See cut sheet for CWO detail I
Porta John I I I I stake down, away from inlets
Dumpster
covers during precipitation
C. Sources of Pollutants, continued. Common activities and minimum control and prevention
ractices
Pollutant, or Pollutant
Location on site
Prevention Practices,
Generating Activity
Control Measures
Follow Erosion and Sediment Control
Clearing, grading, excavating, and on-
Land disturbance area
Plan. Dispose of clearing debris at
stabilized areas
acceptable disposal sites. Seed and mulch,
or sod within 7 da s of land clearing
Cover storm drain inlets and use drip
Paving operations
Roads and driveways
pans and absorbentloil dry for all paving
machines to limit leaks and spills
Direct concrete wash water into a leak -
Concrete washout
Current location and detail shown
proof container or leak -proof settling
and cement waste
on plan
basin that is designed so that no overflows
can occur
Enclose or cover material storage areas.
Mix paint indoors in a containment area or
Structure construction, stucco,
Structures
in a flat unpaved area Prevent the
painting, and cleaning
discharge of soaps, solvents, detergents
and wash water, paint, form release oils
and curing compounds.
Water shall be filtered, settled or similarly
Dewatering operations
Dewatering sites shown on plan
treated prior to discharge as shown on
plan.
Designated areas for material delivery
Material delivery and storage
Designated area shown on plan
and storage. Placed near construction
entrances, away from waterways and
drainage paths
Material use during building process
Building areas
Follow manufacturer's instructions
. MSDS's attached.
waste collection area will not receive a
substantial amount of runoff from upland
Solid waste disposal
Current designated container areas
areas and does not drain directly to a
on plan
waterway. Containers have lids covered
before periods of rain, or are in a covered
area. Scheduled collection to prevent
Issued — 10/2014 Stotmwater Pollution Prevention Plan (SWPPP) Albemarle County
Pollutant, or Pollutant
Location on site
Prevention Practices,
Generating Activity
Control Measures
overfilling. MATERIALS NOT TO BE
BURIED ON -SITE
Convenient and well -maintained
portable sanitary facilities will be
Sanitary waste
Current locations shown on plan
provided, and located away from
waterways or inlets. Such facilities shall
be regularly maintained.
Apply fertilizers in accordance with
Landscaping operations
Landscape areas shown on plan
manufacturer's recommendations and
not during rainfall events
To be treated in a sediment basin or
Wash Waters
Wash areas shown on plan
better control as specified on plan.
Minimize the discharge of pollutants
from equipment and vehicle washing
Vehicle and equipment washing
Designated areas and details shown on
Provide containment and filtering for all
plan
wash waters per the plan
Minimization of exposure to precipitation and stormwater. Minimize the exposure of building materials, building products,
construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste, and other materials
present on the site to precipitation and to stormwater.
(Identify all non-stormwater discharges to occur on your site. Keep this plan up-to-date with ongoing site
changes and inspections. See CGP, 9VAC25-880-70 section E for examples of non-stormwater discharges.)
I13
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
E. Persons responsible for pollution prevention practices
(Provide the names and contact information for all persons responsible for prevention practices as listed above.)
F. Response and reporting practices
Maurni=e discharges from spills and leaks. Minimize the discharge of pollutants from spills and leaks and implement chemical
spill and leak prevention and response procedures as follows.
Respond to all spills, leaks and discharges as follows,
Report all spills, leaks and discharges as follows,
(Provide detailed response and reporting practices according to 9VAC25-880-70, Part II, section A.4.e.)
G. Pollution Prevention Awareness
(Describe training and procedures to provide awareness and compliance for all measures in this
document; waste management, wash waters, prevention measures, etc.)
Issued — 10/2014 Stormwater Pollution Prevention Plan (S WPPP) Albemarle County
Section 7. Discharges to impaired waters, surface waters within an applicable TMDL
wasteload allocation, and exceptional waters.
(Provide detailed measures for any applicable TMDL)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Fact Sheets for
Impaired (Category 4 or 5) Waters in 2020
James River Basin
Cause Group Code: H26R-05-BEN Powell Creek
Cause Location: Powell Creek (including all tributaries) from the headwaters downstream to its confluence with the South Fork
Rivanna River. (Start Mile: 10.36 End Mile: 0.00 Total Impaired Size: 10.36 Miles)
City / County: Albemarle Co.
Use(s): Aquatic Life
Cause(s) / VA Category: Benthic Macroinvertebrates Bioassessments / 5A
This segment is impaired due to exceedances of the General Standard for Benthics at station: 2-PLC001.49 (Impaired for
VSCI), 2-PLC-PWL01-RCA (Impaired for VSCI) and 2-PWC-PWL03-RCA (Impaired for VSCI). Initial Listing Date; 2010
Cycle TMDL
Cause First Dev. Water
Assessment Unit / Water Name / Location Desc. Category Cause Name Listed Priority Size
VAV-H26R_PLC01At0 / Powell Creek / Powell Creek and 5A Benthic Macminvertebrates 2010 H 10.36
tributaries from the headwaters downstream to its confluence with the Bioassessments
South Fork Rivanna River.
Powell Creek Estuary Reservoir River
Aquatic Life (Sq. Miles) (Acres) (Miles)
Benthic Macroinvertebrates Bioassessments - Total Impaired Size by Water Type: 10.36
Sources:
Non -Point Source
Final 2020 Appendix 5 - 993
0 Project Area: ± 3.3 acres VPDES Registration Site Map -
LOD Proffit Road Townhomes
Stream WSSI #32316.01 NORTH
Waterbody ��
Feet
Original Scale:
CE Primary Construction Entrance 1'=200'
Latitude of Primary CE: 38.131363'
Longitude of Primary CE:-78.431896'
HUC12 Name: Jacobs Run -North Fork Rivanna River; South Fork
Data Source: Albemarle County Digital Data
Image Source: Nearmap® - July 2022
"Area is based on GIS data, and does not reflect the legal acreages of the site.
For exact LOD acreage, see approved plans.
Wetland Studies and Solutions, Inc. Exhibit 1
a DAVEA. company
tex�a are ua•x D.
Orsc
wpY D.
D°a;�g4n
P d �
�M1
CYpe
OL
�°blgar
�O�IFalae
Dr
es 4:
C
Ey
Pa\`rC
o
y
aCr
V;e
6 5 Q
oP
�Rtl
e wootl Ra
O
IN 9
P°
i
O
1 °si�
CC
Da
It �A
e 0
v
q�S
nd
AA°a
B
gesnmryi,
es. a'+. naae..ry
4v
p°C
r°vn�
Rog
p i
a° IRtl
er'tlPe to
Ash o
Pa`pd
errfeeD �'
N
Ada TM1C
=
4 y
O
Ma`,Sprn
v °n
(n P<n Funi v
Dacaaaa
3 ip
lirnberp
_•
O�' Y f
;
i
_
°
aL
n�rgtl
�a °
ar
�r�°
6
Pd
pa
rgna
0
D °
taF°
S
a >nlvtl Rirl
a
Lll
e
0 0, FyetlielP Oi
HOI d C° P
aaa
m
Nopvm P °
�00
i
e�
9y ¢M1he� �
C
e,rne
Ro4in la C'd pP1
•_
3tl
�r
pa
Dea°V N
C
O
la
N NO q
a
b
Qe 'u' Sren eaaRp
9. e�~a
31
aPa
0.aa�
it
P°wdl c-ex D•
C
P.-A°
reA rl
3pOtlD
Alhematle County
VA
Rsbw°°psaP
Aff
i
Q Project Area
Vicinity Map
Proffit Road Townhomes
WSSI #32316.01
Source: World Street Map - ESRI
Wetland Studies and Solutions, Inc.
a DAVEA. company
�v
RAae
NORTH
0 2,000
Feet
Original Scale:
1 "= 2,000'
Exhibit 2
- /
Say L
LE
waw
Q Project Area USGS 7.5' Quadrangle Map
Proffit Road Townhomes
WSSI #32316.01
Earlysville, VA 1984
Latitude: 38'7'51"N (38.130833')
Longitude: 78°25'54"W (-78.431666°)
Hydrologic Unit Code (HUC): 020802040303; 020802040203
HUC12 Name: Jacobs Run -North Fork Rivanna River; South Fork Rivanna River
COE Region: Eastern Mountains and Piedmont
NORTH
0 2000
Feet
Original Scale:
1 "= 2,000'
Wetland Studies and Solutions, Inc.
a DAVEY1. company
Exhibit 3
LCSLUWSUL:tUUULSIti.UI\IiIJ\VYUtS SWYYY\J2Jlb,Ul U4 NWI.MXd
R4S'BC
PVBHh
o'
R45BC
2
m
N
$a
PVBHh=
a R4SRC
a_ PVBHh �%
Airpo a
r/-�'a w
I U
U /
c
R45BC „ R43�C
r¢
RSVBH � a`
R45BC off'`` \Oo'Rd-g
4g
c
5zF Proffil-Rd
PvBu h
ry9
P'F01A
PE ti11Ch PV.BHx PUP Hx
I fl
3
\ ti R4S BC
R45BC
n 1 ��
I
n PVBH{l
PVBHh
JAI R5U5H
e�
o PVRHh
/ 3
{/ a R43BC
R5UBH R43BC
RSVR URH 5BBH
1A /1/ ,-
PF0R4
RSVBH PS1Ch R43BC �
0 Project Area
Wetland Type
Open Water
- Freshwater Forested/Shrub Wetland
Freshwater Emergent Wetland
O Estuarine and Marine Wetland
0 Other
Digital National Wetlands Inventory Map
Proffit Road Townhomes
WSSI #32316.01
Source: U.S. Fish and Wildlife Service; December 2021
NORTH
0 1 000
Feet
Original Scale:
1 "= 1.000'
Wetland Studies and Solutions, Inc. Exhibit 4
a DAVEY1 company
Section 8. Qualified personnel
The following personnel are responsible for inspections;
(Provide the name, telephone number, and qualifications of the qualified personnel conducting inspections.)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
COMMONWEALTH OF VIRGINIA
State Water Control Board
I I I I East Main Street, Richmond, Virginia 23219
DUAL
Combined Administrator
Caroline Marie Hollandsworth
CERTIFICATE NUMBER
DCA0457
EXPIRATION DATE
12/3/2022
w7w DW
VIRGIN ,\ DiIi,MUUENT OF
ENviRO\11E.\T\I. QUALITY
This certificate is for your records and should be kept in a safe location. Please detach the above certificate and the two
wallet size cards below. It is your responsibility to ensure that your certification is kept current and that you meet the
requirements for re -certification before the expiration date.
COMMONWEALTH OF VIRGINIA
State Water Control Board
I I I I East Main Street, Richmond, Virginia 23219
DUAL
Combined Administrator
Caroline Marie Hollandsworth
Certificate Number Expiration Date
DCA0457 (D 12/3/2022
COMMONWEALTH OF VIRGINIA
State Water Control Board
I I I I East Main Street, Richmond, Virginia 23219
DUAL
Combined Administrator
Caroline Marie Hollandsworth
Certificate Number Expiration Date
DCA0457 12/3/2022
COMMONWEALTH OF VIRGINIA
State Water Control Board
I I I I East Main Street, Richmond, Virginia 23219
EROSION AND SEDIMENT CONTROL
Combined Administrator
Robert Rae Allen
CERTIFICATE NUMBER
ESCA0406
EXPIRATION DATE
3/6/2023
DW
VIRGIN'L\ UEI':\KT\IENT OF
ENviRO\11E.\T\I. QUALITY
This certificate is for your records and should be kept in a safe location. Please detach the above certificate and the two
wallet size cards below. It is your responsibility to ensure that your certification is kept current and that you meet the
requirements for re -certification before the expiration date.
COMMONWEALTH OF VIRGINIA
State Water Control Board
I I I I East Main Street, Richmond, Virginia 23219
EROSION AND SEDIMENT CONTROL
Combined Administrator
Robert Rae Allen
Certificate Number Expiration Date
ESCA0406 (D 3/6/2023
COMMONWEALTH OF VERGINIA
State Water Control Board
I I I I East Main Street, Richmond, Virginia 23219
EROSION AND SEDIMENT CONTROL
Combined Administrator
Robert Rae Allen
Certificate Number Expiration Date
ESCA0406 3/6/2023
Email: rallen@wetlands.com
Phone: 804-664-0295
COMMONWEALTH OF VIRGINIA
State Water Control Board
I I I I East Main Street, Richmond, Virginia 23219
Dual
Combined Administrator
Landry Horner
CERTIFICATE NUMBER
DCA0551
EXPIRATION DATE
11/17/2024
DW
V1RGiN'U\ UGI'.\RT\IENT OF
ENVIRO\:\1R\T\I, QUALITY
This certificate is for your records and should be kept in a safe location. Please detach the above certificate and the two
wallet size cards below. It is your responsibility to ensure that your certification is kept current and that you meet the
requirements for re -certification before the expiration date.
COMMONWEALTH OF VIRGINIA
State Water Control Board
I I I I East Main Street, Richmond, Virginia 23219
Dual
Combined Administrator
Landry Homer
Certificate Number Expiration Date
DCA0551 an (D 11/17/2024
COMMONWEALTH OF VIRGINIA
State Water Control Board
1111 East Main Street, Richmond, Virginia 23219
Dual
Combined Administrator
Landry Horner
Certificate Number Expiration Date
DCA0551 �' 1�,. 11/17/2024
COMMONWEALTH OF VIRGINIA
State Water Control Board
1111 East Main Street, Richmond, Virginia 23219
DUAL
Combined Administrator
Amanda Ward
CERTIFICATE NUMBER
DCA0470
EXPIRATION DATE
2/14/2023
DEO
VIRGIN'L\ DEI':\KT\IENT OF
ENvlR0\11E.\T\I. QUALITY
This certificate is for your records and should be kept in a safe location. Please detach the above certificate and the two
wallet size cards below. It is your responsibility to ensure that your certification is kept current and that you meet the
requirements for re -certification before the expiration date.
COMMONWEALTH OF VERGINIA
State Water Control Board
II I I East Main Street, Richmond, Virginia 23219
DUAL
Combined Administrator
Amanda Ward
Certificate Number Expiration Date
DCA0470 (D 2/14/2023
COMMONWEALTH OF VIBGINIA
State Water Control Board
I I I I East Main Street, Richmond, Virginia 23219
DUAL
Combined Administrator
Amanda Ward
Certificate Number Expiration Date
DCA0470 2/14/2023
Wetland Studies and Solutions, Inc. Qualified E&S and SW Inspectors
updated:O4/20/2022
VA DEQ E&5 Certifications
VA DEQ STORMWATER Certifications
DOT E&5 Certifications
National Cents.
WSSI Office/Depart.
RLD
Program Admin.
Inspector
Plan Review
Certification&
Program Admin.
Inspector
Plan Review
Certification#
NCDOT
VDOT
CESSWI
CPESC
Bryce Miller
RVA-Compliance
X
X
X
DC40329
X
X
X
DCA0329
X
X
X
X
Caroline Rollandvwalb
RVA-Compliance
X
X
X
DCA0457
X
X
X
DCA0457
X
X
X
TBS
Amanda Ward
RVA-Compliance
X
X
X
X
DCA0470
X
X
X
DCA0470
X
X
TBS
Bobby Rae Allen
RVA-Compliance
X
X
X
X
ESCA0406
X
X
X
Provisional
X
TBS
TBS
Landry Horner
RVA-Compliance
X
X
X
X
DCA 0551
X
X
X
DCA0551
X
TBS
TBS
TBS -To Be Scheduled
Note 1- DEQ Combined Administrators have all three E&S or Stormwater Certifications
Nate 2 - DEQ Dual Combined Administrators have all six E&5 and Stormwater Certifications
Section 9. Signed Certification
(Provide certification according to 4VAC25-870-370)
CERTIFICATION
"i certify under penalty of law that this document and all attachments were prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the information
submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for
gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and
complete. 1 am aware that there are significant penalties for submitting false information, including the possibility of fine
and imprisonment for knowing violations."
Operator Name: Scott Carlson
Company: Greenwood Homes Charlottesville, LLC
Title: Partner
Signature:
Date: ��2 q /Z I
Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 10. Delegation of authority.
(Provide the persons oi I o,;, r, it to sign inspection reports or to modify the stormwater pollution
prevention plan. A formal, signed delegation of authority is needed.)
Delegation of Authority
1, Scott Carlson (name), hereby designate the person or specifically described position below to be a duly authorized
representative for the purpose of overseeing compliance with environmental requirements, including the Construction General Permit,
at the Promt Road Townhomes South construction site. The designee is authorized to sign any reports, stormwater
pollution prevention plans and all other documents required by the permit.
Qualified Inspectors (name of person or position)
Weiland Studies and Solutions, Inc. (Company)
1620 Brook Road (address)
Richmond, Virginia 23220 (city, state, zip)
757477-3904 (phone)
By signing this authorization, I confirm that I meet the requirements to make such a designation as set forth in the Construction
General Permit (CGP), and that the designee above meets the definition of a "duly authorized representative".
Operator Name: Scott Carlson
Company: Greenwood Homes Charlottesville, LLC.
Title: ���� nt6L
Signature:
Date: / L y
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 11. General permit copy
(Provide a copy of the construction general permit, 9VAC25-880)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
COMMONWEALTH of VIRGINIA
DEPARTMENT OF ENVIRONMENTAL QUALITY
General Permit No.: VAR10
Effective Date: July 1, 2019
Expiration Date: June 30, 2024
GENERAL VPDES PERMIT FOR DISCHARGES OF
STORMWATER FROM CONSTRUCTION ACTIVITIES
AUTHORIZATION TO DISCHARGE UNDER THE VIRGINIA STORMWATER MANAGEMENT
PROGRAM AND THE VIRGINIA STORMWATER MANAGEMENT ACT
In compliance with the provisions of the Clean Water Act, as amended, and pursuant to the
Virginia Stormwater Management Act and regulations adopted pursuant thereto, operators of
construction activities are authorized to discharge to surface waters within the boundaries of the
Commonwealth of Virginia, except those specifically named in State Water Control Board
regulations that prohibit such discharges.
The authorized discharge shall be in accordance with the registration statement filed with the
Department of Environmental Quality, this cover page, Part I - Discharge Authorization and
Special Conditions, Part II - Stormwater Pollution Prevention Plan, and Part III - Conditions
Applicable to All VPDES Permits as set forth in this general permit.
Construction General Permit
Effective July 1, 2019
Page 2 of 26
192TO 1
DISCHARGE AUTHORIZATION AND SPECIAL CONDITIONS
A. Coverage under this general permit.
During the period beginning with the date of coverage under this general permit and lasting
until the general permit's expiration date, the operator is authorized to discharge stormwater
from construction activities.
This general permit also authorizes stormwater discharges from support activities (e.g.,
concrete or asphalt batch plants, equipment staging yards, material storage areas, excavated
material disposal areas, borrow areas) located on -site or off -site provided that:
a. The support activity is directly related to the construction activity that is required to have
general permit coverage for discharges of stormwater from construction activities;
b. The support activity is not a commercial operation, nor does it serve multiple unrelated
construction activities by different operators;
c. The support activity does not operate beyond the completion of the last construction
activity it supports;
d. The support activity is identified in the registration statement at the time of general permit
coverage;
e. Appropriate control measures are identified in a stormwater pollution prevention plan and
implemented to address the discharges from the support activity areas; and
f. All applicable state, federal, and local approvals are obtained for the support activity.
B. Limitations on coverage.
1. Post -construction discharges. This general permit does not authorize stormwater discharges
that originate from the site after construction activities have been completed and the site,
including any support activity sites covered under the general permit registration, has
undergone final stabilization. Post -construction industrial stormwater discharges may need to
be covered by a separate VPDES permit.
Discharges mixed with nonstormwater. This general permit does not authorize discharges that
are mixed with sources of nonstormwater, other than those discharges that are identified in
Part I E (Authorized nonstormwater discharges) and are in compliance with this general
permit.
Discharges covered by another state permit. This general permit does not authorize
discharges of stormwater from construction activities that have been covered under an
individual permit or required to obtain coverage under an alternative general permit.
Page 3 of 26
4. Impaired waters and total maximum daily load (TMDL) limitation.
Nutrient and sediment impaired waters. Discharges of stormwater from construction
activities to surface waters identified as impaired in the 2016 § 305(b)/303(d) Water
Quality Assessment Integrated Report or for which a TMDL wasteload allocation has
been established and approved prior to the term of this general permit for (i) sediment
or a sediment -related parameter (i.e., total suspended solids or turbidity) or (ii)
nutrients (i.e., nitrogen or phosphorus) are not eligible for coverage under this general
permit unless the operator develops, implements, and maintains a stormwater
pollution prevention plan (SWPPP) in accordance with Part II B 5 of this permit that
minimizes the pollutants of concern and, when applicable, is consistent with the
assumptions and requirements of the approved TMDL wasteload allocations and
implements an inspection frequency consistent with Part II G 2 a.
Polychlorinated biphenyl (PCB) impaired waters. Discharges of stormwater from
construction activities that include the demolition of any structure with at least 10,000
square feet of floor space built or renovated before January 1, 1980, to surface waters
identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment
Integrated Report or for which a TMDL wasteload allocation has been established and
approved prior to the term of this general permit for PCB are not eligible for coverage
under this general permit unless the operator develops, implements, and maintains a
SWPPP in accordance with Part II B 6 of this permit that minimizes the pollutants of
concern and, when applicable, is consistent with the assumptions and requirements
of the approved TMDL wasteload allocations, and implements an inspection frequency
consistent with Part II G 2 a.
Exceptional waters limitation. Discharges of stormwater from construction activities not
previously covered under the general permit effective on July 1, 2014, to exceptional waters
identified in 9VAC25-260-30 A 3 c are not eligible for coverage under this general permit
unless the operator develops, implements, and maintains a SWPPP in accordance with Part
II B 7 of this permit and implements an inspection frequency consistent with Part II G 2 a.
6. There shall be no discharge of floating solids or visible foam in other than trace amounts
C. Commingled discharges. Discharges authorized by this general permit may be commingled
with other sources of stormwater that are not required to be covered under a state permit, so long
as the commingled discharge is in compliance with this general permit. Discharges authorized by
a separate state or VPDES permit may be commingled with discharges authorized by this general
permit so long as all such discharges comply with all applicable state and VPDES permit
requirements.
D. Prohibition of nonstormwater discharges. Except as provided in Parts I A 2, 1 C, and I E, all
discharges covered by this general permit shall be composed entirely of stormwater associated
with construction activities. All other discharges including the following are prohibited:
1. Wastewater from washout of concrete;
2. Wastewater from the washout and cleanout of stucco, paint, form release oils, curing
compounds, and other construction materials;
Page 4 of 26
3. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance;
4. Oils, toxic substances, or hazardous substances from spills or other releases; and
5. Soaps, solvents, or detergents used in equipment and vehicle washing.
E. Authorized nonstormwater discharges. The following nonstormwater discharges from
construction activities are authorized by this general permit when discharged in compliance with
this general permit:
1. Discharges from firefighting activities;
2. Fire hydrant flushings;
3. Waters used to wash vehicles or equipment where soaps, solvents, or detergents have not
been used and the wash water has been filtered, settled, or similarly treated prior to discharge;
4. Water used to control dust that has been filtered, settled, or similarly treated prior to discharge;
5. Potable water sources, including uncontaminated waterline flushings, managed in a manner
to avoid an instream impact;
6. Routine external building wash down where soaps, solvents or detergents have not been used
and the wash water has been filtered, settled, or similarly treated prior to discharge;
7. Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred
(or where all spilled or leaked material has been removed prior to washing); where soaps,
solvents, or detergents have not been used; and where the wash water has been filtered,
settled, or similarly treated prior to discharge;
8. Uncontaminated air conditioning or compressor condensate;
9. Uncontaminated ground water or spring water;
10. Foundation or footing drains where flows are not contaminated with process materials such
as solvents;
11. Uncontaminated excavation dewatering, including dewatering of trenches and excavations
that have been filtered, settled, or similarly treated prior to discharge; and
12. Landscape irrigation.
F. Termination of general permit coverage.
1. The operator of the construction activity shall submit a notice of termination in accordance
with 9VAC25-880-60, unless a registration statement was not required to be submitted in
accordance with 9VAC25-880-50 A 1 c or A 2 b for single-family detached residential
structures, to the VSMP authority after one or more of the following conditions have been met:
Page 5 of 26
a. Necessary permanent control measures included in the SWPPP for the site are in place
and functioning effectively and final stabilization has been achieved on all portions of the
site for which the operator has operational control. When applicable, long term
responsibility and maintenance requirements for permanent control measures shall be
recorded in the local land records prior to the submission of a complete and accurate
notice of termination and the construction record drawing prepared;
b. Another operator has assumed control over all areas of the site that have not been finally
stabilized and obtained coverage for the ongoing discharge;
c. Coverage under an alternative VPDES or state permit has been obtained; or
d. For individual lots in residential construction only, final stabilization as defined in 9VAC25-
880-1 has been completed, including providing written notification to the homeowner and
incorporating a copy of the notification and signed certification statement into the SWPPP,
and the residence has been transferred to the homeowner.
The notice of termination shall be submitted no later than 30 days after one of the above
conditions in subdivision 1 of this subsection is met.
3. Termination of authorization to discharge for the conditions set forth in subdivision 1 a of this
subsection shall be effective upon notification from the department that the provisions of
subdivision 1 a of this subsection have been met or 60 days after submittal of a complete and
accurate notice of termination in accordance with 9VAC25-880-60 C, whichever occurs first.
4. Authorization to discharge terminates at midnight on the date that the notice of termination is
submitted for the conditions set forth in subdivisions 1 b through 1 d of this subsection unless
otherwise notified by the VSMP authority or department.
5. The notice of termination shall be signed in accordance with Part III K of this general permit.
G. Water quality protection.
1. The operator shall select, install, implement, and maintain control measures as identified in
the SWPPP at the construction site that minimize pollutants in the discharge as necessary to
ensure that the operator's discharge does not cause or contribute to an excursion above any
applicable water quality standard.
If it is determined by the department that the operator's discharges are causing, have
reasonable potential to cause, or are contributing to an excursion above any applicable water
quality standard, the department, in consultation with the VSMP authority, may take
appropriate enforcement action and require the operator to:
a. Modify or implement additional control measures in accordance with Part II C to
adequately address the identified water quality concerns;
b. Submit valid and verifiable data and information that are representative of ambient
conditions and indicate that the receiving water is attaining water quality standards; or
Page 6 of 26
c. Submit an individual permit application in accordance with 9VAC25-870-410 B 3.
All written responses required under this chapter shall include a signed certification
consistent with Part III K.
7_1:M
STORMWATER POLLUTION PREVENTION PLAN
A. Stormwater pollution prevent plan.
A stormwater pollution prevention plan (SWPPP) shall be developed prior to the submission
of a registration statement and implemented for the construction activity, including any support
activity, covered by this general permit. SWPPPs shall be prepared in accordance with good
engineering practices. Construction activities that are part of a larger common plan of
development or sale and disturb less than one acre may utilize a SWPPP template provided
by the department and need not provide a separate stormwater management plan if one has
been prepared and implemented for the larger common plan of development or sale.
The SWPPP requirements of this general permit may be fulfilled by incorporating by reference
other plans such as a spill prevention control and countermeasure (SPCC) plan developed for
the site under § 311 of the federal Clean Water Act or best management practices (BMP)
programs otherwise required for the facility provided that the incorporated plan meets or
exceeds the SWPPP requirements of Part II B. All plans incorporated by reference into the
SWPPP become enforceable under this general permit. If a plan incorporated by reference
does not contain all of the required elements of the SWPPP, the operator shall develop the
missing elements and include them in the SWPPP.
3. Any operator that was authorized to discharge under the general permit effective July 1, 2014,
and that intends to continue coverage under this general permit, shall update its stormwater
pollution prevention plan to comply with the requirements of this general permit no later than
60 days after the date of coverage under this general permit.
B. Contents. The SWPPP shall include the following items:
1. General information.
a. A signed copy of the registration statement, if required, for coverage under the general
VPDES permit for discharges of stormwater from construction activities;
b. Upon receipt, a copy of the notice of coverage under the general VPDES permit for
discharges of stormwater from construction activities (i.e., notice of coverage letter);
c. Upon receipt, a copy of the general VPDES permit for discharges of stormwater from
construction activities;
d. A narrative description of the nature of the construction activity, including the function of
the project (e.g., low density residential, shopping mall, highway, etc.);
e. A legible site plan identifying:
Page 7 of 26
(1) Directions of stormwater flow and approximate slopes anticipated after major grading
activities;
(2) Limits of land disturbance including steep slopes and natural buffers around surface
waters that will not be disturbed;
(3) Locations of major structural and nonstructural control measures, including sediment
basins and traps, perimeter dikes, sediment barriers, and other measures intended to
filter, settle, or similarly treat sediment, that will be installed between disturbed areas
and the undisturbed vegetated areas in order to increase sediment removal and
maximize stormwater infiltration;
(4) Locations of surface waters;
(5) Locations where concentrated stormwater is discharged;
(6) Locations of any support activities, including (i) areas where equipment and vehicle
washing, wheel wash water, and other wash water is to occur; (ii) storage areas for
chemicals such as acids, fuels, fertilizers, and other lawn care chemicals; (iii) concrete
wash out areas; (iv) vehicle fueling and maintenance areas; (v) sanitary waste
facilities, including those temporarily placed on the construction site; and (vi)
construction waste storage; and
(7) When applicable, the location of the on -site rain gauge or the methodology established
in consultation with the VSMP authority used to identify measurable storm events for
inspection as allowed by Part II G 2 a (1) (ii) or Part II G 2 b (2).
Erosion and sediment control plan.
a. An erosion and sediment control plan designed and approved in accordance with the
Virginia Erosion and Sediment Control Regulations (9VAC25-840), an "agreement in lieu
of a plan" as defined in 9VAC25-840-10 from the VESCP authority, or an erosion and
sediment control plan prepared in accordance with annual standards and specifications
approved by the department.
b. All erosion and sediment control plans shall include a statement describing the
maintenance responsibilities required for the erosion and sediment controls used.
c. An approved erosion and sediment control plan, "agreement in lieu of a plan," or erosion
and sediment control plan prepared in accordance with department -approved annual
standards and specifications, implemented to:
(1) Control the volume and velocity of stormwater runoff within the site to minimize soil
erosion;
(2) Control stormwater discharges, including peak flow rates and total stormwater volume,
to minimize erosion at outlets and to minimize downstream channel and stream bank
erosion;
Page 8 of 26
(3) Minimize the amount of soil exposed during the construction activity;
(4) Minimize the disturbance of steep slopes;
(5) Minimize sediment discharges from the site in a manner that addresses (i) the amount,
frequency, intensity, and duration of precipitation; (ii) the nature of resulting stormwater
runoff; and (iii) soil characteristics, including the range of soil particle sizes present on
the site;
(6) Provide and maintain natural buffers around surface waters, direct stormwater to
vegetated areas to increase sediment removal, and maximize stormwater infiltration,
unless infeasible;
(7) Minimize soil compaction and, unless infeasible, preserve topsoil;
(8) Ensure initiation of stabilization activities, as defined in 9VAC25-880-1, of disturbed
areas immediately whenever any clearing, grading, excavating, or other land -
disturbing activities have permanently ceased on any portion of the site, or temporarily
ceased on any portion of the site and will not resume for a period exceeding 14 days;
and
(9) Utilize outlet structures that withdraw stormwater from the surface (i.e., above the
permanent pool or wet storage water surface elevation), unless infeasible, when
discharging from sediment basins or sediment traps.
3. Stormwater management plan.
a. Except for those projects identified in Part II B 3 b, a stormwater management plan
approved by the VSMP authority as authorized under the Virginia Stormwater
Management Program (VSMP) Regulation (9VAC25-870), or an "agreement in lieu of a
stormwater management plan" as defined in 9VAC25-870-10 from the VSMP authority, or
a stormwater management plan prepared in accordance with annual standards and
specifications approved by the department.
b. For any operator meeting the conditions of 9VAC25-870-47 B of the VSMP regulation, an
approved stormwater management plan is not required. In lieu of an approved stormwater
management plan, the SWPPP shall include a description of, and all necessary
calculations supporting, all post -construction stormwater management measures that will
be installed prior to the completion of the construction process to control pollutants in
stormwater discharges after construction operations have been completed. Structural
measures should be placed on upland soils to the degree possible. Such measures must
be designed and installed in accordance with applicable VESCP authority, VSMP
authority, state, and federal requirements, and any necessary permits must be obtained.
Pollution prevention plan. A pollution prevention plan that addresses potential pollutant -
generating activities that may reasonably be expected to affect the quality of stormwater
discharges from the construction activity, including any support activity. The pollution
prevention plan shall:
a. Identify the potential pollutant -generating activities and the pollutant that is expected to be
exposed to stormwater;
Page 9 of 26
b. Describe the location where the potential pollutant -generating activities will occur, or if
identified on the site plan, reference the site plan;
c. Identify all nonstormwater discharges, as authorized in Part I E of this general permit, that
are or will be commingled with stormwater discharges from the construction activity,
including any applicable support activity;
d. Identify the person responsible for implementing the pollution prevention practice or
practices for each pollutant -generating activity (if other than the person listed as the
qualified personnel);
e. Describe the pollution prevention practices and procedures that will be implemented to:
(1) Prevent and respond to leaks, spills, and other releases including (i) procedures for
expeditiously stopping, containing, and cleaning up spills, leaks, and other releases;
and (ii) procedures for reporting leaks, spills, and other releases in accordance with
Part III G;
(2) Prevent the discharge of spilled and leaked fuels and chemicals from vehicle fueling
and maintenance activities (e.g., providing secondary containment such as spill
berms, decks, spill containment pallets, providing cover where appropriate, and having
spill kits readily available);
(3) Prevent the discharge of soaps, solvents, detergents, and wash water from
construction materials, including the clean-up of stucco, paint, form release oils, and
curing compounds (e.g., providing (i) cover (e.g., plastic sheeting or temporary roofs)
to prevent contact with stormwater; (ii) collection and proper disposal in a manner to
prevent contact with stormwater; and (iii) a similarly effective means designed to
prevent discharge of these pollutants);
(4) Minimize the discharge of pollutants from vehicle and equipment washing, wheel wash
water, and other types of washing (e.g., locating activities away from surface waters
and stormwater inlets or conveyance and directing wash waters to sediment basins or
traps, using filtration devices such as filter bags or sand filters, or using similarly
effective controls);
(5) Direct concrete wash water into a leak -proof container or leak -proof settling basin. The
container or basin shall be designed so that no overflows can occur due to inadequate
sizing or precipitation. Hardened concrete wastes shall be removed and disposed of
in a manner consistent with the handling of other construction wastes. Liquid concrete
wastes shall be removed and disposed of in a manner consistent with the handling of
other construction wash waters and shall not be discharged to surface waters;
(6) Minimize the discharge of pollutants from storage, handling, and disposal of
construction products, materials, and wastes including (i) building products such as
asphalt sealants, copper flashing, roofing materials, adhesives, and concrete
admixtures; (ii) pesticides, herbicides, insecticides, fertilizers, and landscape
Page 10 of 26
materials; and (iii) construction and domestic wastes such as packaging materials,
scrap construction materials, masonry products, timber, pipe and electrical cuttings,
plastics, Styrofoam, concrete, and other trash or building materials;
(7) Prevent the discharge of fuels, oils, and other petroleum products, hazardous or toxic
wastes, waste concrete, and sanitary wastes;
(8) Address any other discharge from the potential pollutant -generating activities not
addressed above;
(9) Minimize the exposure of waste materials to precipitation by closing or covering waste
containers during precipitation events and at the end of the business day, or
implementing other similarly effective practices. Minimization of exposure is not
required in cases where the exposure to precipitation will not result in a discharge of
pollutants; and
f. Describe procedures for providing pollution prevention awareness of all applicable wastes,
including any wash water, disposal practices, and applicable disposal locations of such
wastes, to personnel in order to comply with the conditions of this general permit. The
operator shall implement the procedures described in the SWPPP.
SWPPP requirements for discharges to nutrient and sediment impaired waters. For
discharges to surface waters (i) identified as impaired in the 2016 § 305(b)/303(d) Water
Quality Assessment Integrated Report or (ii) with an applicable TMDL wasteload allocation
established and approved prior to the term of this general permit for sediment for a sediment -
related parameter (i.e., total suspended solids or turbidity) or nutrients (i.e., nitrogen or
phosphorus), the operator shall:
a. Identify the impaired waters, approved TMDLs, and pollutants of concern in the SWPPP;
and
b. Provide clear direction in the SWPPP that:
(1) Permanent or temporary soil stabilization shall be applied to denuded areas within
seven days after final grade is reached on any portion of the site;
(2) Nutrients shall be applied in accordance with manufacturer's recommendations or an
approved nutrient management plan and shall not be applied during rainfall events;
and
(3) A modified inspection schedule shall be implemented in accordance with Part II G 2 a.
SWPPP requirements for discharges to polychlorinated biphenyl (PCB) impaired waters. For
discharges from construction activities that include the demolition of any structure with at least
10,000 square feet of floor space built or renovated before January 1, 1980, to surface waters
(i) identified as impaired in the 2016 § 305(b)/303(d) Water Quality Assessment Integrated
Report or (ii) with an applicable TMDL wasteload allocation established and approved prior to
the term of this general permit for PCB, the operator shall:
Page 11 of 26
a. Identify the impaired waters, approved TMDLs, and pollutant of concern in the SWPPP;
b. Implement the approved erosion and sediment control plan in accordance with Part II B 2;
c. Dispose of waste materials in compliance with applicable state, federal, and local
requirements; and
d. Implement a modified inspection schedule in accordance with Part II G 2 a.
7. SWPPP requirements for discharges to exceptional waters. For discharges to surface waters
identified in 9VAC25-260-30 A 3 c as an exceptional water, the operator shall:
a. Identify the exceptional surface waters in the SWPPP; and
b. Provide clear direction in the SWPPP that:
(1) Permanent or temporary soil stabilization shall be applied to denuded areas within
seven days after final grade is reached on any portion of the site;
(2) Nutrients shall be applied in accordance with manufacturer's recommendations or an
approved nutrient management plan and shall not be applied during rainfall events;
and
(3) A modified inspection schedule shall be implemented in accordance with Part II G 2 a.
8. Identification of qualified personnel. The name, phone number, and qualifications of the
qualified personnel conducting inspections required by this general permit.
9. Delegation of authority. The individuals or positions with delegated authority, in accordance
with Part III K, to sign inspection reports or modify the SWPPP.
10. SWPPP signature. The SWPPP shall be signed and dated in accordance with Part III K.
C. SWPPP amendments, modification, and updates.
1. The operator shall amend the SWPPP whenever there is a change in the design, construction,
operation, or maintenance that has a significant effect on the discharge of pollutants to surface
waters and that has not been previously addressed in the SWPPP.
The SWPPP shall be amended if, during inspections or investigations by the operator's
qualified personnel, or by local, state, or federal officials, it is determined that the existing
control measures are ineffective in minimizing pollutants in discharges from the construction
activity. Revisions to the SWPPP shall include additional or modified control measures
designed and implemented to correct problems identified. If approval by the VESCP authority,
VSMP authority, or department is necessary for the control measure, revisions to the SWPPP
shall be completed no later than seven calendar days following approval. Implementation of
these additional or modified control measures shall be accomplished as described in Part II
H.
Page 12 of 26
3. The SWPPP shall clearly identify the contractors that will implement and maintain each control
measure identified in the SWPPP. The SWPPP shall be amended to identify any new
contractor that will implement and maintain a control measure.
4. The operator shall update the SWPPP as soon as possible but no later than seven days
following any modification to its implementation. All modifications or updates to the SWPPP
shall be noted and shall include the following items:
a. A record of dates when:
(1) Major grading activities occur;
(2) Construction activities temporarily or permanently cease on a portion of the site; and
(3) Stabilization measures are initiated;
b. Documentation of replaced or modified controls where periodic inspections or other
information have indicated that the controls have been used inappropriately or incorrectly
and were modified;
c. Areas that have reached final stabilization and where no further SWPPP or inspection
requirements apply;
d. All properties that are no longer under the legal control of the operator and the dates on
which the operator no longer had legal control over each property;
e. The date of any prohibited discharges, the discharge volume released, and what actions
were taken to minimize the impact of the release;
f. Measures taken to prevent the reoccurrence of any prohibited discharge; and
g. Measures taken to address any evidence identified as a result of an inspection required
under Part II G.
5. Amendments, modifications, or updates to the SWPPP shall be signed in accordance with
Part III K.
D. Public notification. Upon commencement of land disturbance, the operator shall post
conspicuously a copy of the notice of coverage letter near the main entrance of the construction
activity. For linear projects, the operator shall post the notice of coverage letter at a publicly
accessible location near an active part of the construction project (e.g., where a pipeline crosses
a public road). The operator shall maintain the posted information until termination of general
permit coverage as specified in Part I F.
E. SWPPP availability.
1. Operators with day-to-day operational control over SWPPP implementation shall have a copy
of the SWPPP available at a central location on -site for use by those identified as having
responsibilities under the SWPPP whenever they are on the construction site.
Page 13 of 26
The operator shall make the SWPPP and all amendments, modifications, and updates
available upon request to the department, the VSMP authority, the EPA, the VESCP authority,
local government officials, or the operator of a municipal separate storm sewer system
receiving discharges from the construction activity. If an on -site location is unavailable to store
the SWPPP when no personnel are present, notice of the SWPPP's location shall be posted
near the main entrance of the construction site.
The operator shall make the SWPPP available for public review in an electronic format or in
hard copy. Information for public access to the SWPPP shall be posted and maintained in
accordance with Part II D. If not provided electronically, public access to the SWPPP may be
arranged upon request at a time and at a publicly accessible location convenient to the
operator or his designee but shall be no less than once per month and shall be during normal
business hours. Information not required to be contained within the SWPPP by this general
permit is not required to be released.
F. SWPPP implementation. The operator shall implement the SWPPP and subsequent
amendments, modifications, and updates from commencement of land disturbance until
termination of general permit coverage as specified in Part I F.
All control measures shall be properly maintained in effective operating condition in
accordance with good engineering practices and, where applicable, manufacturer
specifications. If a site inspection required by Part II G identifies a control measure that is not
operating effectively, corrective actions shall be completed as soon as practicable, but no later
than seven days after discovery or a longer period as established by the VSMP authority, to
maintain the continued effectiveness of the control measures.
If site inspections required by Part II G identify an existing control measure that needs to be
modified or if an additional or alternative control measure is necessary for any reason,
implementation shall be completed prior to the next anticipated measurable storm event. If
implementation prior to the next anticipated measurable storm event is impracticable, then
additional or alternative control measures shall be implemented as soon as practicable, but
no later than seven days after discovery or a longer period as established by the VSMP
authority.
G. SWPPP Inspections.
1. Personnel responsible for on -site and off -site inspections. Inspections required by this general
permit shall be conducted by the qualified personnel identified by the operator in the SWPPP.
The operator is responsible for ensuring that the qualified personnel conduct the inspection.
2. Inspection schedule.
a. For construction activities that discharge to a surface water identified in Part 11 B 5 and B
6 as impaired or having an approved TMDL or Part I B 7 as exceptional, the following
inspection schedule requirements apply:
(1) Inspections shall be conducted at a frequency of (i) at least once every four business
days or (ii) at least once every five business days and no later than 24 hours following
a measurable storm event. In the event that a measurable storm event occurs when
Page 14 of 26
there are more than 24 hours between business days, the inspection shall be
conducted on the next business day; and
(2) Representative inspections as authorized in Part II G 2 d shall not be allowed.
b. Except as specified in Part II G 2 a, inspections shall be conducted at a frequency of:
(1) At least once every five business days; or
(2) At least once every 10 business days and no later than 24 hours following a
measurable storm event. In the event that a measurable storm event occurs when
there are more than 24 hours between business days, the inspection shall be
conducted on the next business day.
c. Where areas have been temporarily stabilized or land -disturbing activities will be
suspended due to continuous frozen ground conditions and stormwater discharges are
unlikely, the inspection frequency described in Part II G 2 a and 2 b may be reduced to
once per month. If weather conditions (such as above freezing temperatures or rain or
snow events) make discharges likely, the operator shall immediately resume the regular
inspection frequency.
d. Except as prohibited in Part II G 2 a (2), representative inspections may be utilized for
utility line installation, pipeline construction, or other similar linear construction activities
provided that:
(1) Temporary or permanent soil stabilization has been installed and vehicle access may
compromise the temporary or permanent soil stabilization and potentially cause
additional land disturbance increasing the potential for erosion;
(2) Inspections occur on the same frequency as other construction activities;
(3) Control measures are inspected along the construction site 0.25 miles above and
below each access point (i.e., where a roadway, undisturbed right-of-way, or other
similar feature intersects the construction activity and access does not compromise
temporary or permanent soil stabilization); and
(4) Inspection locations are provided in the inspection report required by Part II G.
e. If adverse weather causes the safety of the inspection personnel to be in jeopardy, the
inspection may be delayed until the next business day on which it is safe to perform the
inspection. Any time inspections are delayed due to adverse weather conditions, evidence
of the adverse weather conditions shall be included in the SWPPP with the dates of
occurrence.
3. Inspection requirements.
a. As part of the inspection, the qualified personnel shall:
(1) Record the date and time of the inspection and, when applicable, the date and rainfall
amount of the last measurable storm event;
Page 15 of 26
(2) Record the information and a description of any discharges occurring at the time of
the inspection or evidence of discharges occurring prior to the inspection;
(3) Record any land -disturbing activities that have occurred outside of the approved
erosion and sediment control plan;
(4) Inspect the following for installation in accordance with the approved erosion and
sediment control plan, identification of any maintenance needs, and evaluation of
effectiveness in minimizing sediment discharge, including whether the control has
been inappropriately or incorrectly used:
(a) All perimeter erosion and sediment controls, such as silt fence;
(b) Soil stockpiles, when applicable, and borrow areas for stabilization or sediment
trapping measures;
(c) Completed earthen structures, such as dams, dikes, ditches, and diversions for
stabilization and effective impoundment or flow control;
(d) Cut and fill slopes;
(e) Sediment basins and traps, sediment barriers, and other measures installed to
control sediment discharge from stormwater;
(f) Temporary or permanent channels, flumes, or other slope drain structures
installed to convey concentrated runoff down cut and fill slopes;
(g) Storm inlets that have been made operational to ensure that sediment laden
stormwater does not enter without first being filtered or similarly treated; and
(h) Construction vehicle access routes that intersect or access paved or public roads
for minimizing sediment tracking;
(5) Inspect areas that have reached final grade or that will remain dormant for more than
14 days to ensure:
(a) Initiation of stabilization activities have occurred immediately, as defined in
9VAC25-880-1; and
(b) Stabilization activities have been completed within seven days of reaching grade
or stopping work;
(6) Inspect for evidence that the approved erosion and sediment control plan, "agreement
in lieu of a plan," or erosion and sediment control plan prepared in accordance with
department -approved annual standards and specifications has not been properly
implemented. This includes:
Page 16 of 26
(a) Concentrated flows of stormwater in conveyances such as rills, rivulets, or
channels that have not been filtered, settled, or similarly treated prior to discharge,
or evidence thereof;
(b) Sediment laden or turbid flows of stormwater that have not been filtered or settled
to remove sediments prior to discharge;
(c) Sediment deposition in areas that drain to unprotected stormwater inlets or catch
basins that discharge to surface waters. Inlets and catch basins with failing
sediment controls due to improper installation, lack of maintenance, or inadequate
design are considered unprotected;
(d) Sediment deposition on any property (including public and private streets) outside
of the construction activity covered by this general permit;
(e) Required stabilization has not been initiated or completed or is not effective on
portions of the site;
(f) Sediment basins without adequate wet or dry storage volume or sediment basins
that allow the discharge of stormwater from below the surface of the wet storage
portion of the basin;
(g) Sediment traps without adequate wet or dry storage or sediment traps that allow
the discharge of stormwater from below the surface of the wet storage portion of
the trap; and
(h) Land disturbance or sediment deposition outside of the approved area to be
disturbed;
(7) Inspect pollutant generating activities identified in the pollution prevention plan for the
proper implementation, maintenance, and effectiveness of the procedures and
practices;
(8) Identify any pollutant generating activities not identified in the pollution prevention plan;
and
(9) Identify and document the presence of any evidence of the discharge of pollutants
prohibited by this general permit.
4. Inspection report. Each inspection report shall include the following items:
a. The date and time of the inspection and, when applicable, the date and rainfall amount of
the last measurable storm event;
b. Summarized findings of the inspection;
c. The locations of prohibited discharges;
d. The locations of control measures that require maintenance;
Page 17 of 26
e. The locations of control measures that failed to operate as designed or proved inadequate
or inappropriate for a particular location;
f. The locations where any evidence identified under Part II G 3 a (6) exists;
g. The locations where any additional control measure is needed;
h. A list of corrective actions required (including any changes to the SWPPP that are
necessary) as a result of the inspection or to maintain permit compliance;
i. Documentation of any corrective actions required from a previous inspection that have not
been implemented; and
The date and signature of the qualified personnel and the operator or its duly authorized
representative.
5. The inspection report shall be included into the SWPPP no later than four business days after
the inspection is complete.
The inspection report and any actions taken in accordance with Part II shall be retained by
the operator as part of the SWPPP for at least three years from the date that general permit
coverage expires or is terminated. The inspection report shall identify any incidents of
noncompliance. Where an inspection report does not identify any incidents of noncompliance,
the report shall contain a certification that the construction activity is in compliance with the
SWPPP and this general permit. The report shall be signed in accordance with Part III K of
this general permit.
H. Corrective actions.
The operator shall implement the corrective actions identified as a result of an inspection as
soon as practicable but no later than seven days after discovery or a longer period as
approved by the VSMP authority. If approval of a corrective action by a regulatory authority
(e.g., VSMP authority, VESCP authority, or the department) is necessary, additional control
measures shall be implemented to minimize pollutants in stormwater discharges until such
approvals can be obtained.
The operator may be required to remove accumulated sediment deposits located outside of
the construction activity covered by this general permit as soon as practicable in order to
minimize environmental impacts. The operator shall notify the VSMP authority and the
department as well as obtain all applicable federal, state, and local authorizations,
approvals, and permits prior to the removal of sediments accumulated in surface waters
including wetlands.
Page 18 of 26
PART III
CONDITIONS APPLICABLE TO ALL VPDES PERMITS
NOTE: Discharge monitoring is not required for this general permit. If the operator chooses to
monitor stormwater discharges or control measures, the operator shall comply with the
requirements of subsections A, B, and C, as appropriate.
A. Monitoring.
1. Samples and measurements taken for the purpose of monitoring shall be representative of
the monitoring activity.
Monitoring shall be conducted according to procedures approved under 40 CFR Part 136 or
alternative methods approved by the U.S. Environmental Protection Agency, unless other
procedures have been specified in this general permit. Analyses performed according to test
procedures approved under 40 CFR Part 136 shall be performed by an environmental
laboratory certified under regulations adopted by the Department of General Services
(1 VAC30-45 or 1 VAC30-46).
3. The operator shall periodically calibrate and perform maintenance procedures on all
monitoring and analytical instrumentation at intervals that will ensure accuracy of
measurements.
B. Records.
1. Monitoring records and reports shall include
a. The date, exact place, and time of sampling or measurements;
b. The individuals who performed the sampling or measurements;
c. The dates and times analyses were performed;
d. The individuals who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
2. The operator shall retain records of all monitoring information, including all calibration and
maintenance records and all original strip chart recordings for continuous monitoring
instrumentation, copies of all reports required by this general permit, and records of all data
used to complete the registration statement for this general permit, for a period of at least
three years from the date of the sample, measurement, report or request for coverage. This
period of retention shall be extended automatically during the course of any unresolved
litigation regarding the regulated activity or regarding control standards applicable to the
operator, or as requested by the board.
C. Reporting monitoring results.
Page 19 of 26
1. The operator shall update the SWPPP to include the results of the monitoring as may be
performed in accordance with this general permit, unless another reporting schedule is
specified elsewhere in this general permit.
2. Monitoring results shall be reported on a discharge monitoring report (DMR); on forms
provided, approved or specified by the department; or in any format provided that the date,
location, parameter, method, and result of the monitoring activity are included.
If the operator monitors any pollutant specifically addressed by this general permit more
frequently than required by this general permit using test procedures approved under 40 CFR
Part 136 or using other test procedures approved by the U.S. Environmental Protection
Agency or using procedures specified in this general permit, the results of this monitoring shall
be included in the calculation and reporting of the data submitted in the DMR or reporting form
specified by the department.
4. Calculations for all limitations which require averaging of measurements shall utilize an
arithmetic mean unless otherwise specified in this general permit.
D. Duty to provide information. The operator shall furnish, within a reasonable time, any
information which the board may request to determine whether cause exists for terminating this
general permit coverage or to determine compliance with this general permit. The board,
department, EPA, or VSMP authority may require the operator to furnish, upon request, such
plans, specifications, and other pertinent information as may be necessary to determine the effect
of the wastes from his discharge on the quality of surface waters, or such other information as
may be necessary to accomplish the purposes of the CWA and the Virginia Stormwater
Management Act. The operator shall also furnish to the board, department, EPA, or VSMP
authority, upon request, copies of records required to be kept by this general permit.
E. Compliance schedule reports. Reports of compliance or noncompliance with, or any progress
reports on, interim and final requirements contained in any compliance schedule of this general
permit shall be submitted no later than 14 days following each schedule date.
F. Unauthorized stormwater discharges. Pursuant to § 62.1-44.5 of the Code of Virginia, except
in compliance with a state permit issued by the department, it shall be unlawful to cause a
stormwater discharge from a construction activity.
G. Reports of unauthorized discharges. Any operator who discharges or causes or allows a
discharge of sewage, industrial waste, other wastes or any noxious or deleterious substance or a
hazardous substance or oil in an amount equal to or in excess of a reportable quantity established
under either 40 CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or § 62.1-44.34:19 of the Code
of Virginia that occurs during a 24-hour period into or upon surface waters or who discharges or
causes or allows a discharge that may reasonably be expected to enter surface waters, shall
notify the Department of Environmental Quality of the discharge immediately upon discovery of
the discharge, but in no case later than within 24 hours after said discovery. A written report of
the unauthorized discharge shall be submitted to the department and the VSMP authority within
five days of discovery of the discharge. The written report shall contain:
1. A description of the nature and location of the discharge;
2. The cause of the discharge;
Page 20 of 26
3. The date on which the discharge occurred;
4. The length of time that the discharge continued;
5. The volume of the discharge;
6. If the discharge is continuing, how long it is expected to continue;
7. If the discharge is continuing, what the expected total volume of the discharge will be; and
Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present
discharge or any future discharges not authorized by this general permit.
Discharges reportable to the department and the VSMP authority under the immediate reporting
requirements of other regulations are exempted from this requirement.
H. Reports of unusual or extraordinary discharges. If any unusual or extraordinary discharge
including a "bypass" or "upset," as defined in this general permit, should occur from a facility and
the discharge enters or could be expected to enter surface waters, the operator shall promptly
notify, in no case later than within 24 hours, the department and the VSMP authority by telephone
after the discovery of the discharge. This notification shall provide all available details of the
incident, including any adverse effects on aquatic life and the known number of fish killed. The
operator shall reduce the report to writing and shall submit it to the department and the VSMP
authority within five days of discovery of the discharge in accordance with Part III 12. Unusual
and extraordinary discharges include any discharge resulting from:
1. Unusual spillage of materials resulting directly or indirectly from processing operations;
2. Breakdown of processing or accessory equipment;
3. Failure or taking out of service of some or all of the facilities; and
4. Flooding or other acts of nature.
I. Reports of noncompliance. The operator shall report any noncompliance which may adversely
affect surface waters or may endanger public health.
An oral report to the department and the VSMP authority shall be provided within 24 hours
from the time the operator becomes aware of the circumstances. The following shall be
included as information that shall be reported within 24 hours under this subdivision:
a. Any unanticipated bypass; and
b. Any upset that causes a discharge to surface waters.
2. A written report shall be submitted within five days and shall contain:
a. A description of the noncompliance and its cause;
Page 21 of 26
b. The period of noncompliance, including exact dates and times, and if the noncompliance
has not been corrected, the anticipated time it is expected to continue; and
c. Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance.
The department may waive the written report on a case -by -case basis for reports of
noncompliance under Part III I if the oral report has been received within 24 hours and no
adverse impact on surface waters has been reported.
3. The operator shall report all instances of noncompliance not reported under Part III 1 1 or 2 in
writing as part of the SWPPP. The reports shall contain the information listed in Part 111 1 2.
NOTE: The reports required in Part III G, H and I shall be made to the department and the VSMP
authority. Reports may be made by telephone, email, or by fax. For reports outside normal working
hours, leaving a recorded message shall fulfill the immediate reporting requirement. For
emergencies, the Virginia Department of Emergency Management maintains a 24-hour telephone
service at 1-800-468-8892.
4. Where the operator becomes aware of a failure to submit any relevant facts, or submittal of
incorrect information in any report, including a registration statement, to the department or the
VSMP authority, the operator shall promptly submit such facts or correct information.
J. Notice of planned changes.
1. The operator shall give notice to the department and the VSMP authority as soon as possible
of any planned physical alterations or additions to the permitted facility or activity. Notice is
required only when:
a. The operator plans an alteration or addition to any building, structure, facility, or installation
that may meet one of the criteria for determining whether a facility is a new source in
9VAC25-870-420;
b. The operator plans an alteration or addition that would significantly change the nature or
increase the quantity of pollutants discharged. This notification applies to pollutants that
are not subject to effluent limitations in this general permit; or
2. The operator shall give advance notice to the department and VSMP authority of any planned
changes in the permitted facility or activity, which may result in noncompliance with state
permit requirements.
K. Signatory requirements.
1. Registration statement. All registration statements shall be signed as follows:
a. For a corporation: by a responsible corporate officer. For the purpose of this chapter, a
responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president
of the corporation in charge of a principal business function, or any other person who
performs similar policy -making or decision -making functions for the corporation; or (ii) the
manager of one or more manufacturing, production, or operating facilities, provided the
Page 22 of 26
manager is authorized to make management decisions that govern the operation of the
regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures
to assure long-term compliance with environmental laws and regulations; the manager
can ensure that the necessary systems are established or actions taken to gather
complete and accurate information for state permit application requirements; and where
authority to sign documents has been assigned or delegated to the manager in
accordance with corporate procedures;
b. For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
c. For a municipality, state, federal, or other public agency: by either a principal executive
officer or ranking elected official. For purposes of this chapter, a principal executive officer
of a public agency includes (i) the chief executive officer of the agency or (ii) a senior
executive officer having responsibility for the overall operations of a principal geographic
unit of the agency.
2. Reports and other information. All reports required by this general permit, including SWPPPs,
and other information requested by the board or the department shall be signed by a person
described in Part III K 1 or by a duly authorized representative of that person. A person is a
duly authorized representative only if:
a. The authorization is made in writing by a person described in Part III K 1;
b. The authorization specifies either an individual or a position having responsibility for the
overall operation of the regulated facility or activity such as the position of plant manager,
operator of a well or a well field, superintendent, position of equivalent responsibility, or
an individual or position having overall responsibility for environmental matters for the
operator. (A duly authorized representative may thus be either a named individual or any
individual occupying a named position); and
c. The signed and dated written authorization is included in the SWPPP. A copy shall be
provided to the department and VSMP authority, if requested.
3. Changes to authorization. If an authorization under Part III K 2 is no longer accurate because
a different individual or position has responsibility for the overall operation of the construction
activity, a new authorization satisfying the requirements of Part III K 2 shall be submitted to
the VSMP authority as the administering entity for the board prior to or together with any
reports or information to be signed by an authorized representative.
4. Certification. Any person signing a document under Part III K 1 or 2 shall make the following
certification:
"I certify under penalty of law that I have read and understand this document and that this
document and all attachments were prepared in accordance with a system designed to assure
that qualified personnel properly gathered and evaluated the information submitted. Based on
my inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant
Page 23 of 26
penalties for submitting false information, including the possibility of fine and imprisonment for
knowing violations."
L. Duty to comply. The operator shall comply with all conditions of this general permit. Any state
permit noncompliance constitutes a violation of the Virginia Stormwater Management Act and the
Clean Water Act, except that noncompliance with certain provisions of this general permit may
constitute a violation of the Virginia Stormwater Management Act but not the Clean Water Act.
Permit noncompliance is grounds for enforcement action; for state permit coverage, termination,
revocation and reissuance, or modification; or denial of a state permit renewal application.
The operator shall comply with effluent standards or prohibitions established under § 307(a)
of the Clean Water Act for toxic pollutants within the time provided in the regulations that establish
these standards or prohibitions or standards for sewage sludge use or disposal, even if this
general permit has not yet been modified to incorporate the requirement.
M. Duty to reapply. If the operator wishes to continue an activity regulated by this general permit
after the expiration date of this general permit, the operator shall submit a new registration
statement at least 60 days before the expiration date of the existing general permit, unless
permission for a later date has been granted by the board. The board shall not grant permission
for registration statements to be submitted later than the expiration date of the existing general
permit.
N. Effect of a state permit. This general permit does not convey any property rights in either real
or personal property or any exclusive privileges, nor does it authorize any injury to private property
or invasion of personal rights, or any infringement of federal, state or local law or regulations.
O. State law. Nothing in this general permit shall be construed to preclude the institution of any
legal action under, or relieve the operator from any responsibilities, liabilities, or penalties
established pursuant to any other state law or regulation or under authority preserved by § 510 of
the Clean Water Act. Except as provided in general permit conditions on "bypassing" (Part III U)
and "upset' (Part III V), nothing in this general permit shall be construed to relieve the operator
from civil and criminal penalties for noncompliance.
P. Oil and hazardous substance liability. Nothing in this general permit shall be construed to
preclude the institution of any legal action or relieve the operator from any responsibilities,
liabilities, or penalties to which the operator is or may be subject under §§ 62.1-44.34:14 through
62.1-44.34:23 of the State Water Control Law or § 311 of the Clean Water Act.
Q. Proper operation and maintenance. The operator shall at all times properly operate and
maintain all facilities and systems of treatment and control (and related appurtenances), which
are installed or used by the operator to achieve compliance with the conditions of this general
permit. Proper operation and maintenance also includes effective plant performance, adequate
funding, adequate staffing, and adequate laboratory and process controls, including appropriate
quality assurance procedures. This provision requires the operation of back-up or auxiliary
facilities or similar systems, which are installed by the operator only when the operation is
necessary to achieve compliance with the conditions of this general permit.
R. Disposal of solids or sludges. Solids, sludges or other pollutants removed in the course of
treatment or management of pollutants shall be disposed of in a manner so as to prevent any
pollutant from such materials from entering surface waters and in compliance with all applicable
state and federal laws and regulations.
Page 24 of 26
S. Duty to mitigate. The operator shall take all steps to minimize or prevent any discharge in
violation of this general permit that has a reasonable likelihood of adversely affecting human
health or the environment.
T. Need to halt or reduce activity not a defense. It shall not be a defense for an operator in an
enforcement action that it would have been necessary to halt or reduce the permitted activity in
order to maintain compliance with the conditions of this general permit.
U. Bypass.
1. 'Bypass," as defined in 9VAC25-870-10, means the intentional diversion of waste streams
from any portion of a treatment facility. The operator may allow any bypass to occur that does
not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to
ensure efficient operation. These bypasses are not subject to the provisions of Part III U 2 and
3.
2. Notice.
a. Anticipated bypass. If the operator knows in advance of the need for a bypass, the
operator shall submit prior notice to the department, if possible at least 10 days before the
date of the bypass.
b. Unanticipated bypass. The operator shall submit notice of an unanticipated bypass as
required in Part III I.
3. Prohibition of bypass.
a. Except as provided in Part III U 1, bypass is prohibited, and the board or department may
take enforcement action against an operator for bypass unless:
(1) Bypass was unavoidable to prevent loss of life, personal injury, or severe property
damage. Severe property damage means substantial physical damage to property,
damage to the treatment facilities that causes them to become inoperable, or
substantial and permanent loss of natural resources that can reasonably be expected
to occur in the absence of a bypass. Severe property damage does not mean
economic loss caused by delays in production;
(2) There were no feasible alternatives to the bypass, such as the use of auxiliary
treatment facilities, retention of untreated wastes, or maintenance during normal
periods of equipment downtime. This condition is not satisfied if adequate back-up
equipment should have been installed in the exercise of reasonable engineering
judgment to prevent a bypass that occurred during normal periods of equipment
downtime or preventive maintenance; and
(3) The operator submitted notices as required under Part III U 2.
b. The department may approve an anticipated bypass, after considering its adverse effects,
if the department determines that it will meet the three conditions listed in Part III U 3 a.
Page 25 of 26
V. Upset.
1. An "upset," as defined in 9VAC25-870-10, means an exceptional incident in which there is
unintentional and temporary noncompliance with technology -based state permit effluent
limitations because of factors beyond the reasonable control of the operator. An upset does
not include noncompliance to the extent caused by operational error, improperly designed
treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or
careless or improper operation.
2. An upset constitutes an affirmative defense to an action brought for noncompliance with
technology -based state permit effluent limitations if the requirements of Part III V 4 are met.
A determination made during administrative review of claims that noncompliance was caused
by upset, and before an action for noncompliance, is not a final administrative action subject
to judicial review.
3. An upset does not include noncompliance to the extent caused by operational error,
improperly designed treatment facilities, inadequate treatment facilities, lack of preventative
maintenance, or careless or improper operation.
4. An operator who wishes to establish the affirmative defense of upset shall demonstrate,
through properly signed, contemporaneous operating logs or other relevant evidence that:
a. An upset occurred and that the operator can identify the cause of the upset;
b. The permitted facility was at the time being properly operated;
c. The operator submitted notice of the upset as required in Part III I; and
d. The operator complied with any remedial measures required under Part III S.
5. In any enforcement proceeding, the operator seeking to establish the occurrence of an upset
has the burden of proof.
W. Inspection and entry. The operator shall allow the department as the board's designee, the
VSMP authority, EPA, or an authorized representative of either entity (including an authorized
contractor), upon presentation of credentials and other documents as may be required by law to:
1. Enter upon the operator's premises where a regulated facility or activity is located or
conducted, or where records shall be kept under the conditions of this general permit;
2. Have access to and copy, at reasonable times, any records that shall be kept under the
conditions of this general permit;
3. Inspect and photograph at reasonable times any facilities, equipment (including monitoring
and control equipment), practices, or operations regulated or required under this general
permit; and
4. Sample or monitor at reasonable times, for the purposes of ensuring state permit compliance
or as otherwise authorized by the Clean Water Act or the Virginia Stormwater Management
Act, any substances or parameters at any location.
Page 26 of 26
For purposes of this section, the time for inspection shall be deemed reasonable during regular
business hours, and whenever the facility is discharging. Nothing contained herein shall make an
inspection unreasonable during an emergency.
X. State permit actions. State permit coverage may be modified, revoked and reissued, or
terminated for cause. The filing of a request by the operator for a state permit modification,
revocation and reissuance, or termination, or a notification of planned changes or anticipated
noncompliance does not stay any state permit condition.
Y. Transfer of state permit coverage.
1. State permits are not transferable to any person except after notice to the department. Except
as provided in Part III Y 2, a state permit may be transferred by the operator to a new operator
only if the state permit has been modified or revoked and reissued, or a minor modification
made, to identify the new operator and incorporate such other requirements as may be
necessary under the Virginia Stormwater Management Act and the Clean Water Act.
As an alternative to transfers under Part III Y 1, this state permit may be automatically
transferred to a new operator if:
a. The current operator notifies the department at least 30 days in advance of the proposed
transfer of the title to the facility or property;
b. The notice includes a written agreement between the existing and new operators
containing a specific date for transfer of state permit responsibility, coverage, and liability
between them; and
c. The department does not notify the existing operator and the proposed new operator of
its intent to modify or revoke and reissue the state permit. If this notice is not received, the
transfer is effective on the date specified in the agreement mentioned in Part III Y 2 b.
3. For ongoing construction activity involving a change of operator, the new operator shall accept
and maintain the existing SWPPP, or prepare and implement a new SWPPP prior to taking
over operations at the site.
Z. Severability. The provisions of this general permit are severable, and if any provision of this
general permit or the application of any provision of this state permit to any circumstance, is held
invalid, the application of such provision to other circumstances and the remainder of this general
permit shall not be affected thereby.
Section 12. Inspection logs
(Provide templates for your inspections. Requirements are listed in 9VAC25-880-70, Part II, section B and F.)
Issued — 10/2014 Stonnwater Pollution Prevention Plan (SWPPP) Albemarle County
VAR 10XXXX
VPDES EROSION
CONTROL INSPECTION FORM
Project Name: New School/111222
Permittee: New School Public School Contractor:
Location: New Town, Virginia Weather:
WSSI #: XXXXX.XX
XYZ Contracting
Sunny, 70's
Wetland
'itidip and $olmions, lnn' �Y
x Dwill cumpzny
Date: 03/01/2017
Time: 1:00 PM
Weekly Rainfall (in.): 0.75"
Item#
Inspection Questions
N/Al
YESz
NO
1.
Have all denuded areas requiring temporary or permanent stabilization been stabilized?
❑
❑X
❑
2
Have disposal/borrow and soil stockpiles (on -site and off -site) been stabilized with seeding and/or
❑
❑X
❑
protected with sediment trapping measures? Are off -site areas included in the E&S plans?
3.
Does permanent vegetation provide adequate stabilization for completed project areas?
X❑
❑
❑
4
Have perimeter controls been constructed as a first step in land disturbing activities (i , es clearing OR
❑
❑
grubbing)?
5'
Are perimeter and other erosion and sediment control structures and systems being maintained,
❑
❑
X❑
inspected and repaired to ensure functionality?
6.
Have earthen structures, such as dams, dikes, and diversions, been immediately stabiliz
❑
X❑
❑
7.
Have sediment basins and traps been constructed according to plans, specifications, and/or rds7
❑
X❑
❑
8.
Are finished cut and fill slopes adequately stabilized?
X❑
❑
❑
9
Is concentrated water flowing through adequate slope drains, es, or n . erodibl ` ann cut or
❑
X❑
❑
fill slopes?
10.
Do slope faces have drainage or protection from waterseeps?
X❑
❑
❑
11.
Do all operational storm sewer and culvert inlets have inlet pr ion in rdance with plans,
❑
❑
X❑
specifications, and/or standards?
12.
Are stormwater conveyance channels stabilized with channe m ing a r out protection?
❑
X❑
❑
13.
Is in -stream construction conducted using measures to minimize channel age?
X❑
❑
❑
14.
Are temporary stream crossings of non -erodible material installed where construction equipment
0
❑
❑
crosses?
15.
Are all DEQ water qualityokrmit req ` ments being ache ?
❑
0
❑
16.
Are material/equipment handling/stora ' areas clean and tree of spills, leaks, or other deleterious
❑
❑
materials and are related protective measures adequate.
17.
Is re -stabilize 'on of in-strev construction complete before leaving the area?
X❑
❑
❑
18.
Are utili ches stabilized properly according to the specifications?
❑
N
❑
19.
Is effluent from dewatering operations being filtered (including in -stream structure dewatering)?
❑
0
❑
20
Are construction entrances adequa protected, being maintained, and paved roadways kept clean from
❑
❑
soil and mud? Ak
21
Have all temporary c I s res that are no longer needed been removed and such areas been
0
❑
❑
stabilized?
22
Are properties and waterw ys adjacent to development adequately protected from pollutant discharge,
❑
FX]
❑
erosion, flooding, and sedimentation? Has encroachment outside of the project limits been prevented?
23.
When necessary, are dust control measures being properly implemented?
0
❑
❑
24.
Have all deficiencies from previous reports been addressed?
❑
[xi
❑
1—N/A: not applicable; 2—YES: All items related to contract requirements, plans, specifications, standards, and permits are being satisfied
If a box is checked 'NV please see the attached sheet for issue of non-compliance and corrective action necessary to regain VPDES compliance.
This report was written by
Joe Inspector
03/01/2017
Print Name
Signature
Date
Sheet 1 of 2
VAR 10XXXX
Project Name: New School/111222
VPDES EROSION
CONTROL INSPECTION FORM
"T SL9Ei3�:EE1:1:w:1:1
Wetland
Ssndies t^�®
and $olmions, �--3
a �.2 company
Date: 03/01/2017
Item n
(See sheet 1)
Description of problem, location, and corrective action
Date corrected/
Initials
S
Silt fence needs to be cleaned out and repaired when sediment reaches half the height of the
barrier.
11
Inlet protection needs to be cleaned out and repaired when sediment reaches half the height of
the barrier.
16
Concrete washout must be contained within an impervious area where it can cure and dry
preventing wash from contaminating surrounding soil.
20
Sediment is being tracked onto roadway. Re -work construction entrance and sweep roadway
as needed.
*
Continue to monitor and maintain all E&S controls for proper function.
VSMP inspections occur every four business days, following the Commonwealth of Virginia holiday schedule.
Weather Underground - Station Name (Station ID) - XXXft. Elev. I Lat., Long.
Sheet 2 of 2
SWPPP Amendment & Modification Log
Date
Description of Amendment or Modification
Responsible
Party
Signature per
Part 111 K
Operator or Delegated Authority
Responsible
Party
Signature per
Part 111 K
,
Operator or Delegated Authority
Responsible
Party
Signature per
Part MK
Operator or Delegated Authority
Responsible
Party
Signature per
Part 111 K
Operator or Delegated Authority
Record of Land Disturbance
The operator (or designee) shall update the SWPPP no later than seven days following any modification to its
implementation. All modifications or updates to the SWPPP shall be noted and shall include the following items:
1. A record of dates when:
a. Major grading activities occur;
b. Construction activities temporarily or permanently cease on a portion of the site; and
c. Stabilization measures are initiated;
2. Documentation of replaced or modified controls that have been used inappropriately or incorrectly and
where modified as soon as possible;
3. Areas that have reached final stabilization and where no further SWPPP or inspection requirements apply;
4. All properties that are no longer under the legal control of the operator, and dates of which operator no
longer had legal control;
5. The date of any prohibited discharges, the discharge volume released, and what actions were taken to
minimize the impact of the release;
6. Measures taken to prevent the reoccurrence of any prohibited discharge; and
7. Measures taken to address any evidence identified as a result of an inspection required under Part II F.
By initialing a SWPPP modification below, you are making the certification found in Part III K of the Permit.
Action and Location
Start Date /
End Date
Initial
Started mass clearing andgrading in Section 1 of site.
7/1/14- 1011114
XG
InstaCledperimetercontrols inSections 1-5.
7/1/14
XG
Started mass clearing andgrading in Section 3 of site.
8/13 4
KG
InstalhedSedimentOasin #1
8/3/14
Construction activity done in Section 1— temporary stabilized N
further inspections needed
4
I7
Temporarily stabil-medstockpile in.NiE cornerof site.
/14
DrF
Section 7 of project transferred fegal control 0 . 1 1
10115114
�f
fpfacedconcrete washout nearsite a' r.
11128114
Rqf
Instafhedperimetercontrohs ' ect ns -5
1112115
IG
Record of Land Disturbance
The operator (or designee) shall update the SWPPP no later than seven days following any modification to its
implementation. All modifications or updates to the SWPPP shall be noted and shall include the following items:
1. A record of dates when:
a. Major grading activities occur;
b. Construction activities temporarily or permanently cease on a portion of the site; and
c. Stabilization measures are initiated;
2. Documentation of replaced or modified controls that have been used inappropriately or incorrectly and where
modified as soon as possible;
3. Areas that have reached final stabilization and where no further SWPPP or inspection requirements apply;
4. All properties that are no longer under the legal control of the operator, and dates of which operator no longer
had legal control;
5. The date of any prohibited discharges, the discharge volume released, and what actions were taken to minimize
the impact of the release;
6. Measures taken to prevent the reoccurrence of any prohibited discharge; and
7. Measures taken to address any evidence identified as a result of an inspection required under Part II F.
By initialing a SWPPP modification below, you are making the certification found in Part III K of the Permit.
Start Date
Action and Location / Initials
End Date
Action and Location Start Date / Initial
End Date
LOT TAKE DOWN SHEET
If temporary stabilization is utilized, the homebuilder shall provide a copy of the written notification and signed
certification statement informing the homeowner of the need for, and benefits of, final stabilization; and that
residence has been transferred to the homeowner (per Part 1 F.d of the Permit, and 9VAC25-880-1)
Lot #
Start Date
Completion/
Stabilization
Date
Homebuilder
Stabilization
Measure
M
a
M
M
--IConstruction
3
o
iF
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
LOT TAKE DOWN SHEET CONTINUED
Lot #
Start Date
Completion/
Stabilization
Date
Homebuilder
Stabilization
Measure
M
M
m
m
--IConstruction
3
o
iE
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
LOT TAKE DOWN SHEET CONTINUED
Lot #
Construction
Start Date
Completion/
Stabilization
Date
Builder
Stabilization
Measure
M
m
a
m
M
.1
3
o
�
iF
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100