HomeMy WebLinkAboutWPO201600012 Plan - Stormwater 2016-02-23arj
COUNTY OF ALBEMARLE
Ott
9
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902-4596
K K '' ►'
Tel. (434) 296-5832 • Fax (434) 972-4126
Stormwater Pollution Prevention Plan (SWPPP)
For Construction Activities At:
Project Name: Landmark Aviation Hanger
Address:
15 Aviation Drive
Charlottesville, VA 22911
Prepared by:
Name: Kent O'Donohue with Balzer & Associates, Inc
Prepared for:
Name: Harman Construction - Gary McBride
SWPPP Preparation Date: 02/16/2016
(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
Registration Statement
General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10)
(Please Type or Print All Information)
1. Construction Activity Operator: (General permit coverage will be issued to this operator. The Certification in Item #12 must be
signed by the appropriate person associated with this operator.)
Name: Hannan Construction
Contact: Gary McBride
Mailing Address: 1024 Pleasant Valley Road
City. Harrisonburg State: VA Zip: 22801 Phone: (540) 434-4359
Email address (if available): m c-,6;. )e, a hxi-ern.,.n C6n s}�on - C.n,n
Indicate if DEQ may transmit general permit correspondence electronically: Yes N No ❑
2. Existing General Permit Registration Number (for renewals only):
3. Name and Location of the Construction Activity:
Name: Landmark Aviation Hanger
Address (if available): 15 Aviation Drive
City: Charlottesville State: VA Zip: 22911
County (if not located within a City): Albemarle County
Latitude (decimal degrees): 38.1305 Longitude (decimal degrees): 78.4512
Name and Location of all Off-site Support Activities to be covered under the general permit:
Name- NIA
Address (if available):
City:
State:
County (if not located within a City):
Latitude (decimal degrees): Longitude (decimal degrees):
4. Status of the Construction Activity (check only one): Federal ❑ State ❑ Public ❑ Private ❑�
5. Nature of the Construction Activity (e.g., commercial, industrial, residential, agricultural, oil and gas, etc.):
Commercial
6. Name of the Receiving Water(s) and Hydrologic Unit Code (HUC):
Name- South Fork Rivanna River Name-
HUC: 020802040203 HUC:
7. If the discharge is through a Municipal Separate Storm Sewer System (MS4), the name of the MS4 operator:
County of Albemarle
B. Estimated Project Start and Completion Date:
Start Date (mmlddlyyyy): 0412016 Completion Date (mmlddlyyyy): 0412017
9. Total Land Area of Development (to the nearest one-hundredth acre): 18
Estimated Area to be Disturbed (to the nearest one-hundredth acre): 1.8
10. Is the area to be disturbed part of a larger common plan of development or sale? Yes ❑ No ❑■
11. 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 to submitting this Registration Statement.
By signing this Registration Statement the operator is certifying that the SWPPP has been prepared.
12. 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: Cy4 ,, L-rncSrul�-s Title:^t1. a -r a --fc oA)mr2� ��
Signature: ;� cyti�� , Date: z.�rS� 11,
(Please sign in INK. This Certification must be signed by the appropriate person associated with the operator identified in
Item #1.)
0112014 Page 1 of 1
Instructions for Completing the Registration Statement
General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10)
GENERAL
A. Coverage Under this General Permit
Any operator applying for coverage under this general permit who is
required to submit a Registration Statement (see Section B below)
must submit a complete Registration Statement to the Department.
The Registration Statement serves as a Notice of Intent for coverage
under the General VPDES Permit for Discharges of Slomtwater from
Construction Activities (VAR 10).
B. Single-family Residences.
Operators with an existing stormwater discharge or proposing a new
stormwater discharge associated with the construction of a single-
family residence separately built, disturbing less than one acre and
part of a larger common plan of development or sale is not required to
submit a Registration Statement, provided that the stormwaler
management plan for the larger common plan of development provides
permanent control measures (i.e., stormwater management facilities)
encompassing the single family residence.
Operators of these types of discharges are authorized to discharge
under this general permit immediately upon the general permit's
effective date of July 1, 2014.
C. To Apply for Permit Coverage.
1. New Construction Activities. Any operator proposing a new
slormwater discharge from construction activities shall submit a
complete Registration Statement to the Department prior to the
commencement of land disturbance, unless exempted by Section B
above. Any operator proposing a new stormwater discharge from
construction activities in response to a public emergency where the
related work requires immediate authorization to avoid imminent
endangerment to human health or the environment is immediately
authorized to discharge under this general permit and must submit a
complete Registration Statement to the Department no later than 30
days after commencing land disturbance; documentation to
substantiate the occurrence of the public emergency must
accompany the Registration Statement.
2. Existing Construction Activities. Any operator that was
authorized to discharge under the general permit issued in 2009,
and who intends to continue coverage under this general permit,
shall submit a complete Registration Statement to the Department
on or before June 1, 2014, unless exempted by Section B above.
D. Where to Submit Registration Statements.
All Registration Statements should be submitted to:
Department of Environmental Quality
Office of Stormwator Management. 10"' Floor
P.O. Box 1105
Richmond, VA 23218
UNE -BY-LINE INSTRUCTIONS
Item 1: Construction Activity Operator Information.
"Operator" means the owner or operator of any facility or activity
subject to the Stonmwater Management Act and regulations. 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).
The entities that are considered operators wilt commonly consist of the
owner or developer of a project (the party with control of project plans
and specifications) or the general contractor (the party with day to day
operational control of the activities at the project site which are
necessary to ensure compliance with the general permit).
Provide the legal name (do not use a colloquial name), contact, mailing
address, telephone number, and email address (if available) of the
construction activity operator, general permit coverage will be issued to
this operator. Indicate if the Department may transmit general permit
correspondence electronically.
Item 2: Existing General Permit Registration Number.
For reapplications only, provide the existing general permit registration
number for the construction activity. This item does not need to be
completed for new construction activities applying for general permit
coverage.
Item 3: Name and Location of the Construction Activity
Information.
Provide the official name, street address (if available), city or county (if
not located within a City) of the construction activity. Also, provide the
latitude and longitude in decimal degrees of the approximate center of
the construction activity (e.g., N 37.5000, W 77.5000).
Name and Location of Off-site Support Activity 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; (ii) 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 slate, federal, and local approvals are obtained for the
support activity.
Provide the official name, street address (if available), City and County
(if not located within a City) of all off-site support activities to be
covered under this general permit. Also, provide the latitude and
longitude in decimal degrees of the approximate center of the off-site
support activities (e.g., N 37.5000, W 77.5000). Also, if an off-site
support activity is going to be covered under this general permit the
total land area of the off-site support activity and the estimated area to
be disturbed by the off-site support activity need to be included in Item
#9.
Item 4: Status of the Construction Activity.
Indicate the appropriate status (f=ederal, Slate, Public, or Private) of
the construction activity.
Item 5: Nature of the Construction Activity.
Provide a brief description of the construction activity, such as
commercial, residential, agricultural, oil and gas, etc. This list is not all
inclusive.
Item 6: Receiving Waters(s) and HUC Information.
Provide the name of the receiving waler(s) and corresponding HLIC for
all stormwater discharges including any stormwater discharges from
off-site support activities to be covered under this general permit.
01/2014 Page 1 of 2
Hydrologic Unit Code or HUC is a watershed unit established in the
most recent version of Virginia's 6h order national watershed boundary
dataset.
Item 7: MS4 Information.
If stormwater is discharged through a municipal separate slorm sewer
system (MS4), provide the name of the MS4 operator. The name of the
MS4 operator is generally the Town, City, County, Institute or Federal
facility where the construction activity is located.
Item 8: Construction Activity Start and Completion Date
Information.
Provide the estimated start date (month/day/year) of the construction
activity. Provide the estimated completion dale (monthldaylyear) of
the construction activity.
Item 9: Construction Activity Area Information.
Provide the total area (to the nearest one-hundredth acre) of the
development (i.e.., the total acreage of the larger common plan of
development or sale). Include the total acreage of any off-site support
activity to be covered under this general permit.
Provide the estimated area (to the nearest one-hundredth acre) to be
disturbed by the construction activity. Include the estimated area of
land disturbance that will occur at any off-site support activity to be
covered under this general permit.
Item 10: Common Plan of Development or Sale Information.
Indicate if the area to be disturbed by the construction activity is part of
a larger common plan of development or sale. Larger common plan of
development or sale is defined as a contiguous area where separate
and distinct construction may be taking place at different times on
different schedules. Plan is broadly defined as any announcement or
documentation, including a sign, public notice or hearing, sales pitch,
advertisement, drawing, permit application, zoning request, etc,, or
physical demarcation such as boundary signs, lot stakes, or surveyor
markings indicating that construction activities may occur.
Item 11: Stormwater Pollution Prevention Plan (SWPPP).
A Slormwater Pollution Prevention Plan (SWPPP) must be prepared in
accordance with the requirements of the General VPDES Permit for
Discharges of Stormwaler from Construction Activities (VAR10) prior to
submitting this Registration Statement. By signing this Registration
Statement the operator is certifying that the SWPPP has been
prepared.
Item 12: Certification.
A properly authorized individual associated with the operator identified
in Item 1 of the Registration Statement is responsible for certifying and
signing the Registration Statement. Please sign the Registration
Statement in INK.
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:
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
(i) 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-
(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,
0112014 Page 2 of 2
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.)
PROJECT NARRATIVE
THE OWNER IS PROPOSING THE CONSTRUCTION OF A 18,000 SQUARE FOOT HANGAR WITH PRIVATE
UTILITY RELOCATIONS AND EXTENSIONS. NECESSARY GRADING AND EROSION CONTROL WILL BE
PERFORMED.
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL OBTAIN A GENERAL SWPPP PERMIT PRIOR TO BEGINNING OPERATIONS AND
SHALL FOLLOW INSTRUCTIONS AND INSPECTION CRITERIA OUTLINED WITHIN SWPPP.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND
EXIT THE SITE VIA SITE CONSTRUCTION ENTRANCE ONLY. DURING WET WEATHER CONDITIONS,
DRIVERS OF CONSTRUCTION VEHICLES SHALL BE REQUIRED TO WASH THEIR WHEELS BEFORE
ENTERING HIGHWAY. CONSTRUCTION DEBRIS SHALL BE REMOVED FROM ROADWAYS DAILY.
3. INSTALL SILT FENCE, TEMPORARY DIVERSION, AND SEDIMENT TRAP AS SHOWN ON PLANS.
4. PLACE TOPSOIL FROM SITE WITHIN STOCKPILE AREAS AS SHOWN ON PLANS. STABILIZE AND
INSTALL SILT FENCE FOR STOCKPILE AREAS AS SHOWN.
5. COMMENCE CLEARING AND GRADING OPERATIONS. AS FILL IS ADDED, MAINTAIN FILL DIVERSION
TO DIRECT STORMWATER TO SEDIMENT TRAP.
6. ONCE BUILDING PAD ELEVATION IS ACHIEVED, BUILDING CONSTRUCTION MAY BEGIN. THE
CONCRETE APRON, SIDEWALKS, ASPHALT, AND FIRE ACCESS ROAD MAY BE INSTALLED AT THIS TIME.
7. INSTALL SITE UTILITIES AND ASSOCIATED ESC MEASURES. ONCE PROPER SITE DRAINAGE IS
DIRECTED TO ASSOCIATED INLETS, THE TEMPORARY SEDIMENT TRAP AND DIVERSION DIKE MAY BE
REMOVED.
8. PLACE TOPSOIL ON ALL DISTURBED AREAS AND STABILIZE.
9. AFTER FINAL STABILIZATION IS ACHIEVED, TEMPORARY MEASURES MAY BE REMOVED.
10. INSTALL BIORETENTION AREA ONCE COMPLETE SITE STABILIZATION IS ACHIEVED. CONTRACTOR
TO COORDINATE WITH DESIGN PE/LA FOR INSPECTIONS AND CERTIFICATION OF BMP BEFORE,
DURING, AND AFTER INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR SWM INSPECTION &
CERTIFICATION FEES ASSOCIATED WITH PROJECT.
11. UPON COMPLETION OF THE PROJECT AND APPROVAL BY THE PROJECT ENGINEER AND LOCAL
COUNTY OFFICIALS THE AREA MUST BE RESTORED TO ITS ORIGINAL CONDITION. ALL ESC MEASURES
ARE TO BE REMOVED FROM THE SITE, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR
LOCAL COUNTY OFFICIAL.
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
ALBEMARLE GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY,
INCLUDING CONNECTION TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED
FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VOOT). THIS PLAN AS
DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT.
WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL
GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCEWITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND
MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALVERTICAL). WHERE
REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE
ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN
IN THE OPINON OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED
I
NECESSARY N ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH
OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
GENERAL CONSTRUCTION NOTES FOR
GENERAL CONSTRUCTION NOTES FOR
STORMWATER MANAGEMENT PLANS
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY
DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE
APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO
BE PRESENTDURING CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER
MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO
PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE
PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED
FROM THE COUNTY EROSION CONTROL INSPECTOR.
CONSTRUCTION NARRATIVE
1. CONTRACTOR SHALL OBTAIN A GENERAL SWPPP PERMIT PRIOR TO BEGINNING
OPERATIONS AND SHALL FOLLOW INSTRUCTIONS AND INSPECTION CRITERIA
OUTLINED WITHIN SWPPP.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE. ALL CONSTRUCTION TRAFFIC SHALL
ENTER AND EXIT THE SITE VIA SITE CONSTRUCTION ENTRANCE ONLY. DURING
WET WEATHER CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES SHALL BE
REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING HIGHWAY. CONSTRUCTION
DEBRIS SHALL BE REMOVED FROM ROADWAYS DAILY.
3. INSTALL SILT FENCE, TEMPORARY DIVERSION, AND SEDIMENT TRAP AS SHOWN ON
PLANS.
4. PLACE TOPSOIL FROM SITE WITHIN STOCKPILE AREAS AS SHOWN ON PLANS.
STABILIZE AND INSTALL SILT FENCE FOR STOCKPILE AREAS AS SHOWN.
5. COMMENCE CLEARING AND GRADING OPERATIONS. AS FILL IS ADDED, MAINTAIN
EROSION AND SEDIMENT CONTROL PLANS
FILL DIVERSION TO DIRECT STORMWATER TO SEDIMENT TRAP.
6. ONCE BUILDING PAD ELEVATION IS ACHIEVED, BUILDING CONSTRUCTION MAY
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE
BEGIN. THE CONCRETE APRON, SIDEWALKS, ASPHALT, AND FIRE ACCESS ROAD
PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT
MAY BE INSTALLED AT THIS TIME.
OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL
7. INSTALL SITE UTILITIES AND ASSOCIATED ESC MEASURES. ONCE PROPER SITE
INSPECTION.
DRAINAGE IS DIRECTED TO ASSOCIATED INLETS, THE TEMPORARY SEDIMENT TRAP
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND
AND DIVERSION DIKE MAY BE REMOVED.
MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE
S. PLACE TOPSOIL ON ALL DISTURBED AREAS AND STABILIZE.
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA
9. AFTER FINAL STABILIZATION IS ACHIEVED TEMPORARY MEASURES MAY BE
REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
REMOVED.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO
10. INSTALL BIORETENTION AREA ONCE COMPLETE SITE STABILIZATION IS ACHIEVED.
OR AS THE FIRST STEP IN CLEARING.
CONTRACTOR TO COORDINATE WITH DESIGN PE/LA FOR INSPECTIONS AND
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE
CERTIFICATION OF BMP BEFORE, DURING, AND AFTER INSTALLATION. THE
MAINTAINED ON THE SITE AT ALL TIMES.
CONTRACTOR IS RESPONSIBLE FOR SWM INSPECTION & CERTIFICATION FEES
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN
ASSOCIATED WITH PROJECT.
INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE
11. UPON COMPLETION OF THE PROJECT AND APPROVAL BY THE PROJECT ENGINEER
BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY
AND LOCAL COUNTY OFFICIALS THE AREA MUST BE RESTORED TO ITS ORIGINAL
EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE
CONDITION. ALL ESC MEASURES ARE TO BE REMOVED FROM THE SITE, UNLESS
PLAN APPROVING AUTHORITY.
OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LOCAL COUNTY OFFICIAL.
6, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL
EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND
Ty
SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL
MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE
- -------------- --------
---- -_ 'ii1\illi lil �I 11
-_-""-------_-----
------- ----_- EX. HANR
i
DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
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8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED
FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
-_________________
I'II�II'�
---------
PERIODICALLY AND AFTER EACH RUNOFFPRODUCING RAINFALL EVENT. ANYNECESSA
_---------___>
__--"� ,
EROSION RCONTROLR DEVICES CLEANUPOF THE
BOE MADEIN THE IMMEDIATELY.
__-' _ _-- -- 1'I i I 11'i 'SII' 1' '�'1\\`
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW
_ _
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH
FILL INERT MATERIALS FREE ROOTS, WOOD,
I `�` \` \ 0
SHALL BE ONLY, OF STUMPS,
RUBBISH, AND OTHER DEBRIS.
-' ,',/ ,;\\�\` \�\��\�;�\
I
12 BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF
COMPLETION PER ZONING ORDINANCE SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION
13-301 OF THE CODE OF ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER
TS TO, MU
EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM.
15. BORROW,FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER
THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO
PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND�
/ `I�AL\', `��\/'
� '/'
DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE
i / ' ''�'i,//�-'�_--� STAGING AND MATERA
' ' �/ '"'/,','' STORAGE AREA WITH.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR
/' '�- ��'-' \\\
%�'r ' �!'','�'�'� -' %"-- WASH OUT, DUMPSTER
TO PERMANENT
CONVERT NT STORMWATER MANAGEMENT FACILITIES WHERE
APPLICAON CONTROL MEASURES REQUIRED BY THIS PLAN
BLE ALL EROSI
,'/%;
"% �;;;i';,-- PORTA-JOHN'
-___=-';'i%„'// '
/' ; /r '''�%i,'/%/�''%,
REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF
THE PROPERTY.
,',' ���%-`-
i �i / ', ; '/ h
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING.
SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO
FE SR UARY ToIOOYRD
CONSIST
WINTERYE, OR IN CH AND APRIL TO CONSISTOFANNUALRYER OR MAY
MILLET. STRAW MULCH IS TO
THROUGHAU,GUSTTOSISNB
i,
APPLIED AT )LBS/ OOSFALTERNATIVESLARE SUBJECT TO APPROVED BY THE
COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING,
-
AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT
/�//�'�,/;,�, _ _ _605--L
90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL.
FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF
10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT
// / l�/� �/; / ,l/; ,� 1 i --_-_ _
--- - --
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/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5%
PERENNIAL
PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE9ar-
APPLIED AT SOLBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE,_
COUNTY EROSION CONTROL INSPECTOR.
--
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19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH
/ , 1, i , �
RAINFALL.ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE��,',_-'',
REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET
SCC SECTIONS OUTLET PROTECTION EROSION & SEDIMENT
CONTROL LEGEND
SCC #1
10 -YR DEPTH
V=4.63 ft/. D=0.43' 10' is 3.01 SAFETY FENCE S,qF �o-
S=17.00% S=1.00% ❑�O
11.25'
DEPTHTOTA; �� CLASS Al RIP RAP 3 02 TEMP
ORARY TRU ENTRANCE C
STR #7 L
EC -3 TYPE A LINING 3.05 SILT FENCE SI
15 CULVERT INLET Q
�.75' 3.08 PROTECTION CIP
9'
3.10 FILLMDIVOERSION FD
105' _
CLASS AT RIP RAP
STIR #1 3.13 TEMPORARY CT
SEDIMENT TRAP J
3.17 COHANNENLE SCC
3.18 OUTLET PROTECTION 0 P
3.29 ROUGHENING SI\
3.30 TOPSOILING TD
3.31 TSEED NGY TS
3.32 PSEEDNGT PS
/ 1 3.33 SODDING SO*
EnBioa MIL �uuiaao
I
6E3.35�8 uMULCHING B B M(f
h
LIMITS OF DISTURBANCE
1.97 AC II SOIL STABILIZATION B
3.36 BLANKETS &
T ( ) MATTING M
7 TREE PRESERVATION O
u ----------
TOPSOIL
-- __-___TOPSOIL STOCKPILE6n� n I S TS TO MU ' j -IL
1 EX. HANGAR ` ..Cr/1
SOUTH PIEDMONT\ / p
F.F.E 61 .8 HANGAR PEX.IE HANGAR'S %�� COMMUNITY
'MAX. H 613.82 PIEDMONT �RPORATE L/, '
MAX. HEIGHT = 35'
TAGIN
1 /
i
IEA
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/A�{
1
./
7 - r 1
er
r
i
i
STORAGEVOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE ITS pS vi
i/i/'
RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT " (' c F \
FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR '�"' I ��/ �\ i TO VU \
HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE
REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE
NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION i, 'yyy \ _ 1 \ SEDIMENT TRAP SCHEDULE:
\X c-` X \�\\ X �a X, X`
QH\
v �OHU
----------------- DIC
610__-__ - ___ _ ____________
-----_---------------------------
- -
------------- -- _
__
__________ _---iIMITS OF DTSTORBAACE __
_ 1.97 AC _ _ - - - - _______ _ -
__ 600___---_---(---�_
- -
__________________________________
-_____________= j.
FO TO MUT
i. ----590-- - -
--------- --
-----
--
40 0 40 80 120
SCALE: 1" = 40'
Diss ATI
www.balzer.cc
Btaunton
New River Valley
Roanoke
Richmond
Harrisonburg
Balzer and Associates, Inc.
1561 Commerce Road
Suite 401
Verona, VA 24482
540-248-3220
FAX 540-248-3221
ti,RH Op Y
'D. Kent Obonohee, Jr'
c, Lie. No. 0406001683 F,
7y 02-16-2016
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DRAWN BY WSK
DESIGNED BY WSK
CHECKED BY DKO
DATE 10-26-2015
SCALE 1"=40'
REVISIONS:
02-16-2016
SHEET NO.
C5 of 10
JOB NO. 34150042
DIMENSIONS
TOTAL TOTAL WET&DRY WEr VOL. DRY VOL.
TOPOF
TOPOF
TOTAL VOL.(w VOL.(cU VOL (w.
TO OF BOTTOM BE3.1 OMEr
ST# (CU.Y0.) (Cum)BIMM
VD.) Y0.) VD.)
4op o�o,y W__,y Laouom VV-
V o, Dw
D.,v Dram
DRV/B
WET AEV. ELEV. WIDTH LENGTH
AREA (AO) lamuiaml o Oxmuiaml
(FT.) (FT.) (FT.) (FT.) (FT.)
(FT.) (FT)
1 1.40 188 222 94 101 121
80.0 1 35.0 1 53.0 1 8.0 1 3.0
1 1.5 4.50 1 601.00
1 800.00 598.50 595.50 2.5 8
40 0 40 80 120
SCALE: 1" = 40'
Diss ATI
www.balzer.cc
Btaunton
New River Valley
Roanoke
Richmond
Harrisonburg
Balzer and Associates, Inc.
1561 Commerce Road
Suite 401
Verona, VA 24482
540-248-3220
FAX 540-248-3221
ti,RH Op Y
'D. Kent Obonohee, Jr'
c, Lie. No. 0406001683 F,
7y 02-16-2016
1�
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DRAWN BY WSK
DESIGNED BY WSK
CHECKED BY DKO
DATE 10-26-2015
SCALE 1"=40'
REVISIONS:
02-16-2016
SHEET NO.
C5 of 10
JOB NO. 34150042
9VAC25-840-40 MINIMUM STANDARDS
A VESCP must be consistent with the following criteria, techniques and methods:
1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final rade is reached on an portion of the site. Temporary
em ora soil
P rY PP Y 9 YP P ry
stabilization shall be applied within seven days to denuded areas that may not be at foal grade but will remain dormant (undisturbed) for longer than 14 days. Permanent
stabilization shall be applied to areas that are to be left dormant for more than one year.
2. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary
protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site.
3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established
until a ground cover is achieved that, in the opinion of the local program administrator or his designated agent, is uniform, mature enough to Survive and will inhibit erosion.
4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing
activity and shall be made functional before upslope land disturbance takes place.
5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation.
6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by trap or basin.
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three
acres.
b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. the
minimum storage capacity of a sediment basin shall be 134 cubic years per acre of drainage area. the outfall system shall, at a minimum, maintain the structural
integrity of the basin during a twenty-five year storm of 24-hour duration. runoff coefficients used in runoff calculations shall correspond to a bare earth condition or
those conditions expected to exist while the sediment basin is utilized.
7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent
stabilization shall be provided with additional slope stabilizing measures until the problem is corrected.
8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure.
9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided.
10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being
filtered or otherwise treated to remove sediment.
11. Before newly constructed stormwater conveyance channels are made operational, adequate outlet protection and any required temporary or permanent channel lining
shall be installed in both the conveyance channel and receiving channel.
12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest
extent possible during construction. Nonerodible material shall be used for construction of causeways and cofferdams. Earthen fill maybe used for these structures if
P 9 Y Y
armored by nonerodible cover materials.
13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary stream crossing constructed of nonerodible
material shall be provided.
14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met.
15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed.
16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria:
El.
No more than 500 linear feet of trench may be opened at one time.
to Excavated material shall be placed on the uphill side of trenches.
c. Effluent from dewatering operations shall be filtered or passed through an approved sediment -trapping device, or both, and discharged in a manner that does not
adversely affect flowing streams or off-site property.
d. Material used for backfilling trenches shall be property compacted in order to minimize erosion and promote stabilization.
e. Re -stabilization shall be accomplished in accordance with these regulations.
f. Applicable safety regulations shall be complied with.
17. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the
paved surface. Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from
the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner.
This provision shall apply to individual subdivision lots as well as to larger land -disturbing activities.
18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed,
unless otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be
permanently stabilized to prevent further erosion and sedimentation.
19. Properties and waterways downstream from development sites shall be Protected from sediment deposition, erosion and damage due to increases in volume, velocity and
peak flowrate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Stream restoration and
relocation projects that incorporate natural channel design concepts are not man-made channels and shall be exempt from any flow rate capacity and velocity
requirements for natural or man-made channels:
a. Concentrated stormwater runoff leavinga development site shall be discharged direct) into an adequate natural or man-made receiving channel a or storm sewer
P 9 Y 9 9 •PP
system. for those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outtall of the pipe or pipe system shall be performed.
b. Adequacy of all channels and es shall be verified in the following manner:
Q Y PP 9
1.1. The applicant shalldemonstrate that the total drainage are to the point of analysis within the channel is one hundred times greater than the contributing drainage
area of the project in question; or
1.2.
(a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or
banks; and
(b) All previously constructed man-made channels shall be analyzed by the use of a ten-year storm to verify that stormwater will not overtop its banks and by the
use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and
(c) Pipes and storm sewer systems shall be analyzed by the use of a ten-year storm to verify that stormwater will be contained within the pipe or system.
c.If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall:
1.1.Improve the channel to a condition where a ten-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel bed or banks; or
1.2. Improve the pipe or pipe system to a condition where the ten-year storm is contained with the appurtenances; or
1.3. Develop a site design that will not cause the pre -development peak runoff rate from a two-year storm to increase when runoff ouffalls into a natural channel or will
not cause the development peak runoff rate from a ten-year storm to increase when runoff ouffalls into a man-made channel; or
1.4. Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority to prevent downstream
erosion.
J. The applicant shall provide evidence of permission to make the improvements.
e. All hydrologic analysts shall be based on the existing watershed characteristics and the ultimate development of the subject project.
f. If the applicant chooses an option that includes stormwater detention he shall obtain approval from the VESCP of a plan for maintenance of the detention facilities. the
plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance.
g. Ouffall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the ouffall of all detention facilities as necessary to
provide a stabilized transition from the facility to the receiving channel.
h. All on-site channels must be verified to be adequate.
I. Increased volumes of sheet flows that may rause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe
system, or to a detenflon facility.
j. In applying these stormwater runoff criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate
development project. instead, the development, as a whole, shall be considered to be a single development project. hydrologic parameters that reflect the ultimate
development condition shall be used in all engineering calculations.
IN. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of
rivers, streams and other waters of the state.
I. Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate rapacity and velocity requirements for natural or
man-made channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made channels if the practices are designed to (i) detain the water
quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (iii)
reduce the allowable peak flow rate resulting from the 1.5, 2, and 10 -year, 24-hour storms to a level that is less than or equal to the peak flow rate from the site
assuming it was in a good forested condition, achieved through multiplication of the forested peak flow rate by a reduction factor that is equal to the runoff volume from
the site when it was in a good forested condition divided by the runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity
and velocity requirements for natural or man-made channels as defined in any regulations promulgated pursuant to § 10.1-562 or 10.1-570 of the Act.
m. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of § 10.1-561 A of the Act and this subsection shall be
satisfied by compliance with water quantity requirements in the Stormwater Management Act (§ 10.1-603.2 at seq. of the Code of Virginia) and attendant
regulations, unless such land -disturbing activities are in accordance with 4VAC50-60-48 of the Virginia Stormwater Management Program (VSMP) Permit
Regulations.
n. Compliance with the water quantity minimum standards set out in 4VAC50-60-66 of the Virginia Stormwater Management Program (VSMP) Permit
Regulations shall be deemed to satisfy the requirements of Minimum Standard 19.
EROSION CONTROL NARRATIVE
1. PROJECT DESCRIPTION:
The purpose of this project is to construct an 18 000 s . ft. Hangar with utility extensions and
P P P 1 Q 9 ty
Stormwater Management. The total subject property area is 560.08 acres with a leased area of 0.62
acres. The total area of disturbance is 1.97 acres.
2. EXISTING SITE CONDITIONS:
Currently the site topography consists of a hilltop with stormwater ran -off sheet flowing from the hilltop
to an existing cultivated Swale to the southeast to an existing street along the east property line. All
runoff is directed from the cultivated Swale to an existing SWM Pond for the site development.
Existing slopes range from 2% to 40%. Existing ground cover consists of short grass, brush, and
dense trees.
3. ADJACENT AREAS:
The leased property is located along the eastern property line of the Charlottesville-Albemade Airport
development which is bordered to east by Dickerson Road.
4. OFF-SITE AREAS:
There are no proposed off-site areas for this project. If a borrow or waste site is needed, it shall be a
permitted erosion control site.
5. SOILS:
See Sheet C2 and "Soil Resource Report" dated October 15, 2015 for site specific soils data.
6. CRITICAL AREAS:
Slopes within the Managed Slope Areas shall be graded with care. Care must be taken to minimize
erosion of slopes steeper than 3HAV by use of soil stabilization blankets & matting per section 3.36
of the VESCH.
7. EROSION AND SEDIMENT CONTROL MEASURES:
Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall
be constructed and maintained according to minimum standards and specifications of the Virginia
Erosion & Sediment Control Handbook (VESCH). The minimum standards of the VESCH shall be
adhered to unless otherwise waived or approved by a variance. The following measures are
proposed:
3.01 -Safety Fence
A protective barrier installed to prevent access to an erosion control measure.
3.02 -Tem ora Construction Entrance
Temporary
A stone ad located at points of vehicular ingress and egress on a construction site to reduce the
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soil transported onto public roads and other avert areas. Temporary construction entrances shall
P t P P ry
be installed as indicated on the plans.
3.05 - Silt Fence Barrier
Silt fence sediment barriers will be installed down-slope of disturbed areas to filter sediment -laden
runoff from sheet flow as indicated on this sheet.
3.08 - Culvert Inlet Protection
Culvert inlet protection is used to prevent sediment from entering the storm drainage system prior to
permanent stabilization of the disturbed area.
3.10 - Temporary Fill Diversion
A channel with a supporting ridge of soil on the lower side, constructed along the top of an active
earth fill.
3.13 - Temporary Sediment Trap
Temporary sediment trap(s) shall be constructed before land disturbance as indicated on the plans.
3.17 - Stormwater Conveyance Channel
A permanent channel designed to carry concentrated flows without erosion. All channels shall be
constructed as shown on the plans.
3.18 - Outlet Protection
Stone Rip -rap channel section below storm drain outlets to reduce erosion and Flow velocities before
stormwater enters receiving channels below outlets.
3.29 - Surface Roughening
Leaving the slopes roughened by not fine grading to reduce run-off velocity, provide sediment
trapping, and allow for increased infiltration promoting establishment of vegetation on exposed
slopes.
3.30 - Topsoiling
Topsoil will be stripped from areas to be graded and stockpiled for later use. Stockpiles shall be
stabilized with temporary seeding, 3.31.
3.31 Temporary Seeding
Establishment of temporary vegetative cover on disturbed areas that will not be brought to final
grade for 30 days to a year. Temporary seeding shall be as follows:
Date Species lbs. per ac.
Sept. 1 - Feb. 15 50/50 mix annual ryegrass & winter rye 50-100
Feb. 16 - Apr. 30 annual ryegrass 60-100
May 1 -Aug. 31 german millet 50
Note: Alternate seeding per VESCH, Table 3.31-C.
3.32 - Permanent Seeding
Establishment of perennial vegetative cover by planting seed on rough -grade areas that will not be
at final grade for over a year. Permanent seeding shall be as follows:
General Slope (3:1 or flatter)
lbs. per ac.
kentucky 31 fescue
128
red top grass
2
seasonal nurse crop (table below)
20
Total = 150
Low Maint. Slope (3:1 or steeper)
lbs. per ac.
kentucky 31 fescue
108
red top grass
2
seasonal nurse crop (table below)
20
crownvetch
20
Total = 150
Seasonal Nurse Crop:
Date
Species
Mar. 1 - May 15
annual rye
May 16 - Aug. 15
foxtail millet
Aug. 16 - Oct. 31
annual rye
Nov. 1 - Feb. 29
winter rye
3.33 - Sodding
Stabilizing fine -graded disturbed areas by establishing permanent grass stands with sod.
3.35 - Mulching
Application of plant residues or other suitable material to disturbed areas to prevent erosion and
reduce overiand flow velocities. Fosters plant growth and provides insulation from heat and cold.
Applied to seeded areas or disturbed areas that cannot be seeded due to the season.
3.36 - Soil Stabilization Blankets & Matting
Installation of a protective blanket or soil stabilization mat on a prepared steep slope or channel.
3.38 -Tree Preservation & Protection
Protection of desirable trees from mechanical and other injury during land disturbing and
construction activity.
8. PERMANENT STABILIZATION:
All areas disturbed by construction shall be stabilized with permanent seeding and/or sodding
immediate) following finish radio in accordance with the plans. Seeding shall be done according
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to VESCH Standards & Specifications 3.32. Erosion control blankets will be installed overfill es slo
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211:1 V or steeper which have been brought to foal rade and have been seeded to protect the slopes
P 9 9 P P
from rill and gully erosion and to allow seed to germinate properly. Cut slopes of 311:1 V or steeper
shall have surface roughening performed according to VESCH Standards & Specifications 3.29,
Surface Roughening. Mulch (straw or fiber) will be used on relatively flat areas. In all seeding
operations, seed, fertilizer and lime (if required per soils report) will be applied prior to mulching.
9. STORMWATER MANAGEMENT:
Stormwater management measures for run-off quantity and quality are addressed by a bioretention
basin. (Refer to'Engineering Report'dated 02-16-2016)
For calculations for the capacity of the stormwater drainage structures and pipes proposed within
these site plans please see the'Engineering Report' dated 02-16-2016 provided with the plan
submittal.
10. MAINTENANCE:
3.01 - Safety Fence
a. Safety fence shall be checked regularly for weather-related or other damage. Any necessary
repairs must be made immediately.
to Care should be taken to secure all access points (gates) at the end of each working day. All
locking devices must be repaired or replaced as necessary.
3.02 -Temporary Construction Entrance
The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto
public rightsof-way. This may require periodic top dressing with additional stone or the washing
and reworking of existing stone as conditions demand and repair and/or cleanout of any structures
used to trap sediment. All materials spilled, dropped, washed or traced from vehicles onto
roadways or into storm drains must be removed immediately. The use of water trucks to remove
materials dropped, washed, or tracked onto roadways will not be permitted under any
circumstances.
3.05 - Silt Fence Barrier
a. Silt fences shall be inspected immediately after each rainfall and at least daily during
prolonged rainfall. Any required repairs shall be made immediately.
b. Close attention shall be aid to the repair of damaged silt fence resulting from end runs and
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undercutting.
9
c. Should the fabric on a silt fence decompose or become ineffective prior to the end of the
expected usable life and the barrier still be necessary, the fabric shall be replaced promptly.
d. Sediment deposits should be removed after each storm event. They must be removed when
deposits reach approximately one-half the height of the banner.
3.08 - Culvert Inlet Protection
a. The structure shall be inspected after each rain and repairs made as needed.
b. Aggregate shall be replaced or cleaned when inspection reveals that clogged voids are
causing ponding problems which interfere with on-site construction.
c. Sediment shall be removed and the impoundment restored to its original dimensions when
sediment has accumulated to one-half the design depth. Removed sediment shall be
deposited in a suitable area and in such a manner that it will not erode and cause
sedimentation problems.
d. Temporary structures shall be removed when they have served their useful Purpose, but not
before the up -slopes area has been permanently maintained.
3.10 - Temporary Fill Diversion
Since the practice is temporary and under most situations will be covered the next work day, the
maintenance required should be low. If the practice is to remain in use for mom than one day, an
inspection will be made at the end of each work day and repairs made to the measure if needed.
The contractor should avoid the placement of any material over the structure while it is in use.
Construction traffic should not be permitted to cross the diversion.
3.13 -Tem ora YSediment Trap
a. Sediment shall be removed and the trap restored to it original dimensions when the sediment
has accumulated to one half the design volume of the wet storage. Sediment removal from
the basin shall be deposited in a suitable area and in such a manger that it will not erode and
cause sedimentation problems.
b. Filter stone shall be regularly checked to ensure that filtration performance is maintained.
Stone choked with sediment shall be removed and cleaned or replaced.
c. The structure should be checked regularly to ensure that it is structurally sound and has not
been damaged by erosion or construction equipment. The height of the stone outlet should
be checked to ensure that its center is at least 1' below the top of the embankment.
3.17- Stormwater Conveyance Channel
Grass -lined Channels
During the initial establishment, grass -lined channels should be repaired immediately and gross
re-established if necessary. After grass has become established, the channel should be checked
periodically to determine if the grass is withstanding flow velocities without damage. If the channel
is to be mowed, it should be done in a manner that will not damage the grass.
3.18 - Outlet Protection
a. Inspect after each significant rain for erosion and/or disruption of the rock,
and repair immediately.
b. Grouted or wire -tied rock riprap can minimize maintenance requirements.
3.32 - Permanent Seeding
In general, a stand of vegetation cannot be determined to be fully established unfit it has been
maintained for one full year after planting.
Irrigation: New seedlings should be supplied with adequate moisture. Supply water as needed,
especially late in the season, in abnormally hot or dry weather, or on adverse sites. Water
application rates should be controlled to prevent excessive runoff. Inadequate amounts of water
may be more harmful than no water.
Re -seeding: Inspect seeded areas for failure and make necessary repairs and re-seedings within
the same season, if possible.
a. If vegetative cover is inadequate to prevent rill erosion, over -seed and fertilize in accordance
with soil test results.
b. If a stand has less than 40% cover, re-evaluate choice of plant materials and quantities of
lime and fertilizer. The soil must be tested to determine if acidity or nutrient imbalances are
responsible. Re-establish the stand following seedbed preparation and seeding
recommendations.
Fertilization: Cool season grasses should begin to be fertilized 90 days after planting to ensure
proper stand and density. Warm season fertilization should begin at 30 days after planting. Apply
maintenance levels of fertilizer as determined by soil test. In the absence of a soil test, fertilization
should be as follows:
Cool Season Grasses: 4lbs. Nitrogen (N), 1 Ib. Phosphorus (P), 2Its. Potash (K) per 1000 ft.- per
year
75% of the total requirements should be applied between Sept. 1 and Dec. 31st. The balance
should be applied during the remainder of the year. More than 1 Ib. of soluble nitrogen per 1000 R'
should not be applied at any one time.
3.33 - Sodding
a. During the 2 to 3 week establishment stage, sod shall be watered as necessary to maintain
adequate moisture in the root zone and prevent dormancy of sod.
b. No more than one third of the shoot (grass leaf) should be removed in any mowing. Grass
height should be maintained between 2 and 3 inches unless otherwise specified.
c. After the first growing season, established sod will require fertilization and may require lime.
Follow soil test recommendations when possible, or apply maintenance levels as outlined in
Table 3.33-B.
3.35 - Mulching
All mulches and soil coverings should be inspected periodically (particularly after rainstorms) to
check for erosion. Where erosion is observed in mulched areas, additional mulch should be
applied. Nets and mats should be inspected after rainstorms for dislocation or failure. If washouts
PP P
or breakage occur, re -install netting or matting as necessary after repairing dame a to the slo a or
9 9 9 ry 9 P
ditch. Inspections should take place up until grasses are firmly established. Where mulch is used in
conjunction with ornamental plantings, inspect periodically throughout the year to determine if mulch
is maintaining coverage of the soil surface; repair as needed. Application rate = 2 tons per acre. All
mulching shall be anchored in place.
3.36 - Soil Stabilization Blankets and Matting
All soil stabilization blankets and matting should be inspected periodically following installation,
particularly after rainstorms to check for erosion and undermining. Any dislocation or failure should
be repaired immediately. If washouts or breakage occurs, re -install the material after repairing
damage the slope or ditch. Continue to monitor these areas until which time they become
permanently stabilized; at that time an annual inspection should be adequate.
11. MANAGEMENT STRATEGIES
A. Construction will be sequenced so that grading operations can begin and end as quickly as
possible.
B. Sediment trapping measures will be installed as a first step in grading and will be seeded and
mulched immediately following installation.
C. Temporary seeding or other stabilization will follow immediately after grading. Stabilization for all
critical areas will consist of EC -2 lining.
D. Areas which are not to be disturbed will be clearly marked by flags, signs, etc.
E. The job superintendent shall be responsible for the installation and maintenance of all erosion and
sediment control practices.
F. After achieving adequate stabilization, the temporary erosion controls will be cleaned up and
removed.
12. General Notes
A. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices
will be constructed and maintained according to minimum standards and specifications of the
Virginia Erosion and Sediment Control Handbook (VESCH) and Virginia Regulations 4VAC50-30
Erosion and Sediment Control Regulations.
B. The Countyof Albemarle shall be notified one week prior to the re -construction conference one
P P
week prior to the commencement of land disturbing activity, and one week prior to final inspection.
C. All erosion and sediment control measures will be constructed prior to or as the first step in
clearing and grading.
D. A copy of the approved erosion and sediment control plan shall be maintained on the site at all
times.
E. Prior to commencing land disturbing activities in areas other than indicated on these plans
(including, but not limited to, off-site borrow or waste areas), the Contractor shall submit a
supplementary erosion control plan to the Owner for review and approval by the plan approving
authority.
F. The Contractor is responsible for installation of any additional erosion control measures necessary
to prevent erosion and sedimentation as determined by the County of Albemarle.
G. All disturbed areas are to drain to approved sediment control measures at all times during land
disturbing activities and during site development until final stabilization is achieved.
H. During de -watering operations, water will be pumped into an approved filtering device.
I. The Contractor shall inspect all erosion control measures periodically and after each run-off
producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the
erosion control devices shall be made immediately.
J. The County of Albemarle shall make a continuing review and evaluation of the effectiveness of the
erosion control program. The roved erosion and sediment control Ian may be amended b
P 9 PP P Y Y
the approving authority if on-site inspection indicates that the approved control measures are not
effective in controlling erosion and sedimentation or if because of changed circumstances, the
approved plan cannot be carried out.
K. Properties and right-of-way adjoining the site shall be kept clean of mud or silt carried from the site
by vehicular traffic or runoff.
L. All construction traffic shall enter and exit the site via the construction entrance.
M. All pavement areas shall be stabilized with base stone within 30 days of final grading.
N. Contractor shall locate and verify the location of all utilities prior to beginning construction.
O. The Contractor shall notify "Miss Utility" before beginning any excavation or utility work (811).
15MAQ
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Staunton
New River Valley
Roanoke
Richmond
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RESIDE- �EVELOPMENi ENGINEERING
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ARCMIECNRE
STRUciURAL ENGINEERING
Balzer and Associates,lnc.
1561 Commerce Road
Suite 401
Verona, VA 24482
540-248-3220
FAX 540-248-3221
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SHEET NO.
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JOB NO, 34150042
TYPICAL WATERWAY
CROSS—SECTIONS
COUPADFEG SOIL
IIIIICONC 1 a VIII flim -I GR 1-41
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SILT FENCE CULVERT INLET
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L� le rDaARD [NN.NNN[Nr RD.
OPTIONAL STONE COMBINATION
wen v-Aa,rrmPtiEow a 1 HONDm 157 E' "' i,wrE cess P'_
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1, SET THE STAKES, 2. EXCAVATE A 4'X 4" TRENCH
UPSLOPE ALONG THE LINE OF
jjllmm�' STAKES.''Ep�.II
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III or
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT
TO STAKES AND EXTEND THE EXCAVATED SOIL,
IT INTO THE TRENCH.
�IIII
— III =III
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
A \�
POINTS A SHOULD HE HIGHER THAN POINT B.
STONE CONSTRUCTION ENTRANCE
b
i,
fflc
'�} IIIIIIIIII�4��, �a
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SAFETY FENCE
PERSPECTIVE VIEW
PERSPECTIVE VIEW PERSPECTIVE VIEW
PLASTIC FENCE METAL FENCE
OURCE: VA, DSWC PLATE 3.17-1 SOURCE: VA. DSWC PLATE. 3.,3-2SDUUDL ADAPTED from 1. Sto GM1eN. and 1a. DSWC I— E.De-, SUUNDC AdepMd from ,YA..11 IGH. d.UO-[ YHA.. _111 HDO, I9 S HDOUKI '--M 1a .11 HREO ana Yam,. LAnlyd, am .. UNI. Matt'O"SOURCE: CONWED PLASTICS PLATE. 3.1 -
SUI Aad Twvt VDOi ROAD AND BRIDGE STANDARDS
VA. DSWC
TYPICAL TREATMENT — 1
(SOIL STABILIZATION BLANKET)
INSTALLATION CRITERIA
,EN IDD DDHOxa 9DRmA
:LOT ]uNLors
EDGE AND 1ID II
RD
R.NALe10. r n�;EM[-a 1
°EU or EDGE III j
~T WUr[ u[sxaoxIhANR , NAK sr11 O
R THI
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STAPLING DIAGRAM
'U—NN R rL TDI, TE 4M � I
IRMLYf
T
TEMPORARY FILL
DIVERSION
FILL SLOPE
EARTHEN RIDGE
F2�
ISOURCE: VA, DSWC PLATE SAGA
-------------
PLa.A. oDa°[ �
SPL
CONSTRUCTION OPERATIONS RELATIVE
TO THE LOCATION OF PROTECTED TREES
SODDING
-
aE MATtxm'MEDT ,
f '
1-11
`Y
A DEPTH ONE SOD I
�r ra�m[9aL WAT"N T"11 ON x�,REI.L��°� "'T"
APPEARANCE OF GOOD SOD
ISI —NO m.—. A z -T
' rxD�RAUA�IPPwee .Na
DOW L�Y6, UP TO ,/v Inc,
DENT M.'�%a TMw
OCE: VA. OSWC PLATE: 3.:
EACH IR OF THE FILL IS COMPACTED, BUT THE OUTER FACE
OF THE SLOPE IS ALLOWED TO REMAIN LOOSE SO THAT THE
ROCKS, CLDREACH
ANOF S
FILLSLOPETREATMENT
E VA DSWC PLATE. 3.1
�t s r
"si TIL' iii-
� 1 '��;.Lm
.- �.
,. 17, O -
TRA CKING
SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION GUIDE PLATE. 3.29-4
CONDITIONSPIPE OUTLET
SOL
"�•"��'
oCTLET
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NEL
��•:..�.
•�•�• •`moi
';�IIIIIII
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PERSPECTIVE VIEW
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PLASTIC FENCE METAL FENCE
OURCE: VA, DSWC PLATE 3.17-1 SOURCE: VA. DSWC PLATE. 3.,3-2SDUUDL ADAPTED from 1. Sto GM1eN. and 1a. DSWC I— E.De-, SUUNDC AdepMd from ,YA..11 IGH. d.UO-[ YHA.. _111 HDO, I9 S HDOUKI '--M 1a .11 HREO ana Yam,. LAnlyd, am .. UNI. Matt'O"SOURCE: CONWED PLASTICS PLATE. 3.1 -
SUI Aad Twvt VDOi ROAD AND BRIDGE STANDARDS
VA. DSWC
TYPICAL TREATMENT — 1
(SOIL STABILIZATION BLANKET)
INSTALLATION CRITERIA
,EN IDD DDHOxa 9DRmA
:LOT ]uNLors
EDGE AND 1ID II
RD
R.NALe10. r n�;EM[-a 1
°EU or EDGE III j
~T WUr[ u[sxaoxIhANR , NAK sr11 O
R THI
T .O„ T
PLAN VIEW
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'U—NN R rL TDI, TE 4M � I
IRMLYf
T
TEMPORARY FILL
DIVERSION
FILL SLOPE
EARTHEN RIDGE
F2�
ISOURCE: VA, DSWC PLATE SAGA
-------------
PLa.A. oDa°[ �
SPL
CONSTRUCTION OPERATIONS RELATIVE
TO THE LOCATION OF PROTECTED TREES
SODDING
-
aE MATtxm'MEDT ,
f '
1-11
`Y
A DEPTH ONE SOD I
�r ra�m[9aL WAT"N T"11 ON x�,REI.L��°� "'T"
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ISI —NO m.—. A z -T
' rxD�RAUA�IPPwee .Na
DOW L�Y6, UP TO ,/v Inc,
DENT M.'�%a TMw
OCE: VA. OSWC PLATE: 3.:
EACH IR OF THE FILL IS COMPACTED, BUT THE OUTER FACE
OF THE SLOPE IS ALLOWED TO REMAIN LOOSE SO THAT THE
ROCKS, CLDREACH
ANOF S
FILLSLOPETREATMENT
E VA DSWC PLATE. 3.1
�t s r
"si TIL' iii-
� 1 '��;.Lm
.- �.
,. 17, O -
TRA CKING
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��•:..�.
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BALZEi�
A— A--- AT�
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111-71- 711
www.balzer.ec
Staunton
New Rrver Valley
Roanoke
Richmond
Harrisonburg
RE91DEN .uND DavELGPMENT ENG xEEawc
HE
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uxpuxesuRVEe1NG
AHCNIIECNRE
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Balzer and Associates, Inc.
1561 Commerce Road
Suite 401
Verona, VA 24482
540-248-3220
FAX moo? 540-224 -332221 LT�� '✓�.- ` i
1D. Renk OTonottae, JT."
c' Lie. No. 0408001689 F,
7� 02-16-2016
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JOB NO, 34150042
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Richmond
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RE91DEN .uND DavELGPMENT ENG xEEawc
HE
oPE ARCHnEcnIG
uxpuxesuRVEe1NG
AHCNIIECNRE
STRUCTURAL ENGINEERING
Balzer and Associates, Inc.
1561 Commerce Road
Suite 401
Verona, VA 24482
540-248-3220
FAX moo? 540-224 -332221 LT�� '✓�.- ` i
1D. Renk OTonottae, JT."
c' Lie. No. 0408001689 F,
7� 02-16-2016
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DATE 10-26-2015
SCALE N/A
REVISIONS:
02-16-2016
SHEET NO.
C7 of 10
JOB NO, 34150042
Section 5. Stormwater Management Plan
(Provide a reduced 11x17 copy of the latest stormwater management plan. Do not reference only.)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
GENERAL NOTES:
1. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL
UNDERGROUND UTILITIES BEFORE EXCAVATION SHALL OCCUR.
2. A KNOX BOX IS REQUIRED. PLEASE CONTACT THE ALBEMARLE
COUNTY FIRE MARSHAL OFFICE FOR THE LOCATION.
3. CONTR. TO PROVIDE ADVANCE WARNING SIGNAGE ON DICKERSON
ROAD WARNING OF CONSTRUCTION TRAFFIC ENTERING AND
EXITING EMERGENCY ACCESS ROAD.
1/2" PREFORMED EXPANSION
JOINT FILLER WHERE VARIES
ADJACENT TO BUILDING SEE PLAN
1/4" RAD.
, 4..
CLASS I AIR
ENTRAINED INCMINIM @10 !�
NOTE: STRUCTURAL BACKFILL
FINISH -TROWELED EDGES, BROOM FINISH WHERE FILL IS NEEDED)
SCORING EVERY 6'
EXPANSION JOINTS EVERY 30' MIN.
SIDEWALK DETAIL
N.T.S.
ASPHALT PAVEMENT CONC G AF
'`B
TOOLED EDGE
(1) #4 CONT. SLOPE PER PLAN
6" d _
a� 1-0N.
CONCRETE APRON DETAIL
N.T.S.
EXISTING PAVEMENT PROPOSED PAVEMENT
SAWCUT AND CHIP AWAY
EXISTING SURFACE COURSE
PROPOSED SURFACE
_ COURSE
BENCHED PROPOSED BASE
PAVEMENT COURSE
JOINT ~PROPOSED AGGREGATE
SUB BASE
` 95% COMPACTED
SUB -GRADE
PAVEMENT JOINT DETAIL
N.T.S.
EX. EMERGENCY ACCESS
D
/ / x x x x
STORM SCHEDULE:
STIR#
TYPE
NOSE TOP ELEV.
HEIGHT
LENGTH
DIAMETER
MATERIAL
SLOPE
INV. IN
INV. OUT
COMMENTS
1
DICKERSON RIDGE LLC
23.19
15"
15" TYPE S HOPE
6.47%
601.50
600.00
ES -1
PERRY, SARBOSA A., TAMMY P. GRUBB,
PARCEL # 3200-04910
PARCEL # 3200-049HO
DB: 3029 PG: 235
I
WAYNE T. PERRY AND MONTE L. PERRY
30" NVLOPLAST W/
2
MH
608.50
7.00
J
DEVELOPMENT, ENTRANCE CORRIDOR,
DEVELOPMENT, ENTRANCE CORRIDOR,
DEVELOPMENT, ENTRANCE CORRIDOR,
SOLID FLAT TOP
3
AIRPORT IMPACT AREA I
AIRPORT IMPACT AREA
209.44
15"
15" TYPE S TOLE
1.35%
604.32
601.50
USE: SINGLE FAMILY RESIDENTIAL
4
MH
612.32
8.00
USE: SINGLE FAMILY RESIDENTIAL I
AIRPORT IMPACT AREA
30" NYLOPLAST W/
I
USE: SINGLE FAMILY RESIDENTIAL
SOLID FLAT TOP
5
47.39
15"
15" TYPE S HOPE
2.17%
605.35
604.32
I
I
,
I
I
�
SCALE: 1" = 40'
30" NVLOPLAST W/
6
DI
610.35
5.00
DOME YARD INLET
GRATE
754.76
15"
15" TYPE S HDP
12.78%
608.50
601.50
ES -1
8
33.20
15"
15" TYPE S HDP
3.01 %
596.00
595.00
ES -1
24" NYLOPLAST RISER
9
RISER
601.50
5.50
W/TRASH RACK
EX. HANGAR
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NEAT SAW CUT EX.
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iGP- UGP UGP I B
- SAN SAN I I 51
1 17 1150.00' 21
13 18,000 SQ. AT. HANGAR J
I18 w F.F.E = 613.82 C
1 MAX HEIGHT = 35' 21
CONC. APRON 8" PRIVATE WATERLINE ~ 9 6" PRIVATE SANITARY LATERAL CONN. TO EX. UGND. PWR.
A (SEE DETAIL) Z/ (3.5' MIN. COVER) 17 (CONTR. TO DETERMINE
CONN. TO EX. SAN. M.H. LOCATION AND DEPTH)
5' CONC. SIDEWALK 6" PRIVATE WATERLINE (CONTR. TO DETERMINE
B (SEE DETAIL) (3.5' MIN. COVER) 10 LOCATION AND DEPTH) 18 RELOCATED UGND. PWR.
5'X5' CONC. PAD CONN. TO EX. WATERLINE 11 SAN. C.O., TYP. UGND. TELEPHONE LINE TO BE
(CONTR. TO DETERMINE 19 ADJUSTED TO NEW GRADES
Z/LOCATION AND DEPTH) 12 OIL & WATER SEPERATOR (CONTR. TO DETERMINE
TEMPORARY SAFETY FENCE (1) 8" TEE (CONTR. TO (COORD. WITH MEP) LOCATION AND DEPTH)
�J (SEE DETAIL) COORD. LINE SHUTOFF)
CONN. TO EX. 2" FORCE MAIN TELEPHONE PEDESTAL TO BE
\ /f\ PERMANENT FENCE �(q� (1) 8" GATE VALVE 13 (CONTE. TO DETERMINE 20 ADJUSTED TO NEW GRADES
�J (MATCH EXISTING) LOCATION AND DEPTH)
F 20' GATE 5 1 8" TEE PROP. & EX. ROOF LEADERS
() WITH SPLASH PLATES, TYP.
(1) 8"X6" REDUCER 14 RELOCATED 2" FORCE MAIN
21 ONONTR. TO GROU DENSURE
DRAINAGE TO
20' FIRE ACCESS ROAD PROPANE TANK
(8" OF COMPACTED #21A STONE 6 (1) 6" 90' ELBOW 15 (COORD. WITH GAS COMPANY) PROPOSED DITCHES, SEE
G CUT INTO EXISTING GRADE. ENSURE '-(D I (1) F.H. ASSEMBLY GRADING PLAN)
95% COMPACTED SUBGRADE.) �16 GAS LINE p2 CONNECTION BY PLUMBER
FIRE DEPARTMENT
OUTDOOR WALL MOUNTED LIGHTING 8 CONNECTION ~ STORM STRUCTURE
(S� MATCH HANGER, TYP. (SEE PROFILES SHEET)
(SEE LIGHTINGNG PLAN)
SOH DITCH (SEE GRADING PLAN)
siiiiiiiiiiii
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PIEDMONT CORPORATE
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SEE BIORETENTION DETAIL
/ 1 9 rB1O-RET�Ni\ON 1 1 1 1 F 3 5 13 4 19 (TYP.) G 3
/ 20
SEDIMENT FOREBAY
(SEE BIORETENTION DETAIL) y
UNDERDRAIN
20' & VARIABLE WIDTH (SEE 810 RETENTION DETAIL)
SWM ACCESS EASEMENT EX. TREELINE / I�O 1 1
(TO BE PRESERVED)
x X11
C:3 11 11
- 75' BUILDING SETBACK CHARLOTTESVILLE-ALBEMARLE AIRPORT a I 1
AUTHORITY I I
PARCEL # 3200-01000 I I
DB: 3524 PG: 622 /
X
OHU OHU AL- OHU
-�' FU OHU
ZONING: RURAL AREAS, ENTRANCE
CORRIDOR, AIRPORT IMPACT AREA (_ _
�- USE: COMMERCIAL
x ■ ■-X-x-x-x-x�x-X-x-xJ
91iU OHU kHU OHU ------
1
_ R -O -W LINE ; _ OHU----
DICKERSON ROAD - - - - - \
ROUTE 606
VARIABLE R -O -W WIDTH
VARIABLE EP WIDTH]
DICKERSON RIDGE LLC
DICKERSON RIDGE LLC
GEER, MONTY W OR DONNA SUE
PARCEL # 3200-049,10 I
PERRY, SARBOSA A., TAMMY P. GRUBB,
PARCEL # 3200-04910
PARCEL # 3200-049HO
DB: 3029 PG: 235
I
WAYNE T. PERRY AND MONTE L. PERRY
DB: NG: AN 232
ZONING: PLANNED RESIDENTIAL
DB: 1969 PG: 363
ZONING: PLANNED RESIDENTIAL
ZONING: PLANNED RESIDENTIAL
PARCEL # 3200-04980
J
DEVELOPMENT, ENTRANCE CORRIDOR,
DEVELOPMENT, ENTRANCE CORRIDOR,
DEVELOPMENT, ENTRANCE CORRIDOR,
DB: PA 164
AIRPORT IMPACT AREA I
AIRPORT IMPACT AREA
AIRPORT IMPACT AREA
NG:
ZONING: PLANNED RESIDENTIAL
USE: SINGLE FAMILY RESIDENTIAL
USE: VACANT
DEVELOPMENT, ENTRANCE CORRIDOR,
USE: SINGLE FAMILY RESIDENTIAL I
AIRPORT IMPACT AREA
I
USE: SINGLE FAMILY RESIDENTIAL
I
40 0 40 80 120
/
I
I
,
I
I
�
SCALE: 1" = 40'
oss AT�
www.balzer.cc
Staunton
New River Valley
Roanoke
Richmond
Harrisonburg
Balzer and Associates, Inc.
1561 Commerce Road
Suite 401
Verona, VA 24482
540-248-3220
FAX 540-248-3221
tiTH Op v
.m
'D. Kent Obonchee, JI.;:
c, Lie. No. 0406001663 F,
7y 02-16-2016
1�
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DRAWN BY WSK
DESIGNED BY WSK
CHECKED BY DKO
DATE 10-26-2015
SCALE 1"=40'
REVISIONS:
02-16-2016
SHEET NO.
C3 of 10
JOB NO. 34150042
______________________________ _ _________________- \ -
i
---------------------7i 7L ---- — \\I /
_________________ ___________
________
---------------------- _-- - -
_____________-____-_
I ____--------__ ------_ l'i EX. HANG' R
_- -----_____________________________ I Ili WASH Rq�IpK
I r�
----------- ------ ---- -------------I\ I I III 'Il C/�
AV��\V<,
-------------
98.65
- -/
STOP OFMED
s
-_----_--Ot- --------
w
LIMITS OF DISTURBANCE
(1.97 AC)
TIE TO EX.
GRADE ® EP
- --!_
t
---------------yY--
610
.0
613.32
a/
t
`. 18,000 SQ. AT. HANGAR 61'3.l�
�E-EE = 613.82 1
,�.
• 018
MAX. HEIGHT/ = 35' 613.,'
,
2. BARRICADEOPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND OPERATE
/-6 t3. 33 i
HU
\
613.42
\I t
1 .77
GRADES AS INDICATED.
6 .57_ \
,
6 -.77 12.1
.
AND DEBRIS OVER 1/2 IN ANY DIMENSION. PROVIDE A FINISHED SURFACE FREE OF
DEPRESSIONS OR HIGH SPOTS. SEED IMMEDIATELY.
10. FINISH GRADE AROUND ALL BUILDINGS SHALL BE A MINIMUM OF 6" BELOW FINISHED
FLOOR ELEVATIONS.
11. PROVIDE A MINIMUM OF 5% SLOPE FOR A DISTANCE OF 10' AWAY FROM ALL BUILDINGS
IiI FOR POSITIVE DRAINAGE.
II t� 12. ALL SIDEWALKS SHALL CONFORM TO ADA REQUIREMENTS WITH A MAXIMUM SLOPE OF 5%
AND A MAXIMUM CROSS SLOPE OF 1:48.
1
/T/T/l- /TAT% % -, U�E ' r 71>11
17
r-611.57
,I L—
I_
1 / EX. HANGAR
SOUTH PIEDMONT
EX.PIE HANGAR/ /�// �MMUNITY r/
� PIEDMONT �RPORATE �
i
,
,
r
___________
61230
- 6 �' �/���C
61255 61247
611.86 -
3-
3---- -�"
_ -- -- —
s10-------------- --c- _-_-----__==-- -„ -
______
60 ____ F-________ 605
z _r-
�!-------- _=----11MITS OF DTSTORBAAE
_ I______________ __
------------
-- -
z Tr Ta—sa�--soo-=_--_-----------=------(1s7 Ate_---- =___====----
SEDIMENT FOREBRY ��,. - ______
TOP ELEV. = 600.40
l / li I % ►� --- 593 =--- _----------------
LOW FLOW CONC. WEIR , , ____________________________________________
\INV = 600.25 --' i. -_--590-----------------------%;%ice \ //
\ `TOP 0� BERM„;; -58--------------------
5_
TIP \ `ELEV =602,50 ,/ ,� I /; / ;'�� ____---- - _-'--______------ 7-
EX> TREE�INE
(T0@E PRSERVED: SEE ESC
`,PLAN,' NOTES,\& DETAZS-FORC\,
TREE P TECTI
{ 1
_ I 'I —
00
x -kms / /'i
U1'
_
-OH U \ \
--- — QHII` OHU\� =` 0HU`' I y \
_�--------------------- DICKERSON ROAD
oAJ/ -- vARIABR URSE 6o WIDTH
VARIABLE EP WIDTH/
;. x XX x
- /
GRADING NOTES:
1. REMOVE TREES, SHRUBS, GRASS, AND OTHER VEGETATION, IMPROVEMENTS OR
OBSTRUCTIONS AS REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION. REMOVE
TREES AND OTHER VEGETATION, INCLUDING STUMPS AND ROOTS, COMPLETELY IN AREAS
REQUIRED FOR SUBSEQUENT SEEDING.CUT OFF TREES AND STUMPS IN AREAS TO
RECEIVE FILL MORE THAN THREE FEET IN DEPTH TO WITHIN EIGHT INCHES OF THE
ORIGINAL GROUND SURFACE.
,
2. BARRICADEOPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND OPERATE
WARNING LIGHTS AS RECOMMENDED BY AUTHORITIES HAVING JURISDICTION.
HU
3. CUT SURFACE UNDER PAVEMENTS TO COMPLY WITH CROSS SECTIONS, ELEVATIONS, AND
GRADES AS INDICATED.
4. EXCAVATE TRENCHES TO UNIFORM WIDTH CONFORMING TO VDOT STANDARD PB -1 FOR
,
STORM DRAINAGE PIPING.
5. PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM FLOWING INTO
EXCAVATIONS AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. DO NOT
ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO PREVENTSOFTENING
OF FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES DETRIMENTAL TO
STABILITY OF SU BGRADES AND FOUNDATIONS. CONVEY WATER WHEN ATMOSPHERIC
TEMPERATURE IS LESS THEN 35'F (11C).
6. PROTECT EXCAVATED BOTTOMS OF ALL FOOTINGS AND TRENCHES AGAINST FREEZING WHEN
ATMOSPHERIC TEMPERATURE IS LESS THEN 35-F (1°C).
7. FINISH LAWN AREAS TO WITHIN ONE INCH ABOVE OR BELOW REQUIRED SUBGRADE
ELEVATIONS. SHAPE SURFACE UNDER WALKS AND PAVEMENTS TO LINE, GRADE, AND
CROSS SECTION, WITH NOT MORE THAN 1/2" ABOVE OR BELOW REQUIRED SUBGRADE
40 0 40 80 120
ELEVATION.
8. PROTECT GRADED AREAS FROM TRAFFIC AND EROSION. REPAIR AREAS WHICH HAVE
SCALE: = 4O
SETTLED, ERODED, OR BECOME DAMAGED DUE TO CONSTRUCTION ACTIVITIES AT NO
ADDITIONAL COST TO OWNER.
9. SPREAD TOPSOIL TO A DEPTH OF 4" OVER ALL DISTURBED AREAS NOT RECEIVING WALKS,
PAVEMENT, WALLS OR BUILDING, INCLUDING TRENCHES. IMMEDIATELY FOLLOWING
PLACEMENT OF TOPSOIL, DISK THE ENTIRE TOPSOILED AREA AND RAKE FREE OF STONES
AND DEBRIS OVER 1/2 IN ANY DIMENSION. PROVIDE A FINISHED SURFACE FREE OF
DEPRESSIONS OR HIGH SPOTS. SEED IMMEDIATELY.
10. FINISH GRADE AROUND ALL BUILDINGS SHALL BE A MINIMUM OF 6" BELOW FINISHED
FLOOR ELEVATIONS.
11. PROVIDE A MINIMUM OF 5% SLOPE FOR A DISTANCE OF 10' AWAY FROM ALL BUILDINGS
IiI FOR POSITIVE DRAINAGE.
II t� 12. ALL SIDEWALKS SHALL CONFORM TO ADA REQUIREMENTS WITH A MAXIMUM SLOPE OF 5%
AND A MAXIMUM CROSS SLOPE OF 1:48.
1
/T/T/l- /TAT% % -, U�E ' r 71>11
17
r-611.57
,I L—
I_
1 / EX. HANGAR
SOUTH PIEDMONT
EX.PIE HANGAR/ /�// �MMUNITY r/
� PIEDMONT �RPORATE �
i
,
,
r
___________
61230
- 6 �' �/���C
61255 61247
611.86 -
3-
3---- -�"
_ -- -- —
s10-------------- --c- _-_-----__==-- -„ -
______
60 ____ F-________ 605
z _r-
�!-------- _=----11MITS OF DTSTORBAAE
_ I______________ __
------------
-- -
z Tr Ta—sa�--soo-=_--_-----------=------(1s7 Ate_---- =___====----
SEDIMENT FOREBRY ��,. - ______
TOP ELEV. = 600.40
l / li I % ►� --- 593 =--- _----------------
LOW FLOW CONC. WEIR , , ____________________________________________
\INV = 600.25 --' i. -_--590-----------------------%;%ice \ //
\ `TOP 0� BERM„;; -58--------------------
5_
TIP \ `ELEV =602,50 ,/ ,� I /; / ;'�� ____---- - _-'--______------ 7-
EX> TREE�INE
(T0@E PRSERVED: SEE ESC
`,PLAN,' NOTES,\& DETAZS-FORC\,
TREE P TECTI
{ 1
_ I 'I —
00
x -kms / /'i
U1'
_
-OH U \ \
--- — QHII` OHU\� =` 0HU`' I y \
_�--------------------- DICKERSON ROAD
oAJ/ -- vARIABR URSE 6o WIDTH
VARIABLE EP WIDTH/
;. x XX x
- /
r
,
HU
,
�-_-_,_-----------
i
BALZEi�
o�ss ATI
www.balzer.cc
Staunton
New River Valley
Roanoke
Richmond
Harrisonburg
Balzer and Associates, Inc.
1561 Commerce Road
Suite 401
Verona, VA 24482
540-248-3220
FAX 540-248-3221
yTH Op
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. y
"D. Renk OTanohue, Jr.”
e Lie. No. 0406001689 F,
7� 02-16-2016
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DRAWN BY WSK
DESIGNED BY WSK
CHECKED BY ONO
DATE 10-26-2015
SCALE 1 "=40'
REVISIONS:
02-16-2016
SHEET NO.
C4 of 10
JOB NO, 34150042
MAINTENANCE SCHEDULE FOR BIORETENTION
De=n
Method
Frequency
Time of Year
SOIL
m
�
INV IN=601.50 (STR: 7)
s
Inspect and repair erosion
Visually
Monthly
month)
ORGANIC LAYER
ra h
4 �
Bottom
Remulch any void areas
By hand
Whenever
Whenever
Top of
Top of
needed
needed
Remove previous mulch
yan
B hand
Once every two
s rim
p g
before a 1 'n new la er
Under
to three ears
Riser
Any additional mulch
By hand
Once a year
spring
added (optional)
Weir
Pipe
PLANTS
Depth**
Elev.
Drain Inv.
Elevation
See planting
Elev.
Elev.
Removal and replacement
specifications of the
Elevation
Mar. 15 to
of all dead and diseased
Virginia Stomrwater
Twice
Apr. 30 and
Apr.
vegetation considered
Management
a year
1 to Nov.
beyond treatment
Handbook, Section
H
30
J
3.11
BMP #1
1.39 0.76 1,411 36"
28"
594.67
Varies,
Treat all diseased trees and
601.50
600.60
depends on
shrubs
or by hand
N/A
insect or
#7
* Including 3" Top Mulch Layer
disease
disease
+50 10+00
10+50
11+00
infestation
Watering of plant material
12+50
13+00
13+50
shall take place at the end
Immediately
of each day for fourteen
By hand
after
N/A
consecutive days after
completion of
planting has been
project
completed
Replace stakes after one
Only remove
year
By hand
Once a year
stakes in
spring
Replace any deficient
By hand
N/A
Whenever
stakes or wires
I
ded
Check for accumulated
Byhand
Monthly
monthly
sediments
I. Inspect bi-annually and after each storm event the contributing drainage areas, Bioretention facility,
J inlets, outlets, uaderdraina, overflows and cleamouts for debris, sediment, proper drainage and damages.
Clean and dispose of all debris, trash and sediment properly. Should structural damages be encountered
contact design engineer for replacement information and notify the County of Augusta Engineer of the
damages and proposed repair procedures.
2. The observation well shall be checked quarterly and after each huge storm event. A log book shall be
maintained showing the depth of water in the well during each inspection in order to determine the rate
at which the facility dewaters atter runoff producing storm events. Once the performance characteristics
of the=ture have been verified, the monitoring schedule can be reduced to an annual basis, unless
the performance data suggests that a more frequent schedule is required. At the end of the fist year the
Landowner shall provide a copy of the log book and the revised monitoring schedule to the county
engineering department to be reviewed by the Erosion and Sediment control inspector. The inspector
will approve the revised monitoring schedule or require further inspections that shall be carried out by
the Landowner.
3. Inspect plant material bi-annually. Address any problems found due to disease or insect infestations.
Diseased plants must be treated by a qualified professional. Replace any dead plant material and prune
as necessary.
Consult a landscape architect or horticulturist for specific pruning measures. All
replacement plants shall meet original design specifications. New plants shall be watered everyday for
H the first 14 days after planting.
4. Conduct organic layer and soil tests twice a year to maintain proper pH. An application of alkaline,
such as
limestone, shall be applied as needed per test results.
5. The soil mix shall be tested annually to check for the presence of toxins and heavy metals. If levels are
high and the plant biologic functions are impaired (dwarfed growth and mortality) the contaminated
soil and any dead plants shall be removed and replaced. All removed material shall be disposed of
properly. In some cases, the removal and disposal of the entire soil base as well as the plant material
may be required. Replacement soil mix and plants shall meet original design specifications.
6. Inspect mulch layer for voids and to ensure specified thickness. Replacement of mulch layer is required
G every two to three years. Mulch shall be replaced in spring. The previous layer shall be removed first.
7. When sand or other street abrasives are used on areas draining to biorewntion basin during snow and
'ting conditions the pavement shall be power/vacuum swept as soon as freezing weather abates to
prevent damage m the basins.
8. Inspect bi-annually all inlets structures, manholes, storm pipes, cleanouts and roof drains for proper
drainage and structural integrity. Should damages be encountered contact design engineer for
replacement information and notify County Engineering department of damages and repair procedures.
9. Inspect bi-amorally all inlets structures, manholes, storm pipes, cleanouts and roof drains for debris and
sediment. Clean and dispose of all debris, trash and sediment properly.
24" TRASH F
24" NYLOPAST DRAIN BASIN (E) -
�H *ii TOP OF BERM (I)
2H TO 3H -I11=III=1I1=1I L=1I H I1=1I H I1=1 I1=1I1=1I L=1I L=1I I
_ 3H1= -III -I I_I I_I I_I_I1V 1=III=III=III=III=11I=III=11 H1 -III -1 I1=1I imbm1L�L=1I -_1V_,,, 1- -_,,11HI1--III pm- I ;VIII 111-
6'
6 GROUND LEVEL
I
2'
lr T \ I CLASS A3 CONCRETE W/ 6X6, W2.9XW2.9
WWF OR FIBER REINFORCEMENT
4„ LOW FLOW CONC. WEIR DETAIL
OUTFALL PIPE
STORM 8 TO 7 PROFILE
630
620
610
600
590
580
570
N
TOP -60B.10
�a
2 INV IN=601.50 (STR: 3)
m
�
INV IN=601.50 (STR: 7)
s
=
o
1 INV OUT=600.00
(K)
10 -YR ELEVATION (0) H
1 -YR ELEVATION (F) TOP OF BERM (1)
__---_SOD --_--
SOD WITH 3" DEPTH X �DOUBLE SHREDDEDiV�3HMULCH AROUND TREES LOW FLOW CONC. WEIR�� iV
(SEE LANDSCAPE PLAN) *5p`J/ (SEE DETAIL)
CLEAN-OUT /
POW
6" ORIFICE (D) / I (J)
ELEV. = 600.50 *SOD *SOD
- 1=III=III=III=11 L=III=III=III=III .. ..IIL=IIL=III=III=III=III=III=IIL=IIL=III-I
1=1 I I H I I1� I I l l l l l=1 11=1 11=1 11=1 11=1 11=1 11=1 I H I' .� �: =III=III=III-III-I 11=1 11=1 11=1- I=1 "=1 I- -_
=1I I=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I I-= - 1=1I1=1I1=1I1=1I1=1I I -I I1-' I -I '-I - - "-
II I1=1I I=1I H I1=1I1=1I1=1I1=1I PI 11=1I1=1I1=1I H I I -III -III- 1-1I1=1I1=1I L=1I1=1 I I- '
BOTTOM OF II-"-"'="'="L"'-"'=III=III=III=III III III=III=III-III- =III=III=III 111=1.1-
4 -
MEDIA I�QKERII'�jIYER�II-III=III=III=III=IIf II -III -Ili II-Ilr ,,,;,,EIR (SEE DETAIL) I
�7T11 'CON6F;EF€ �"
1-�1I I �11I1-11I1i-11II�
1-1J _ I1 -I11-1 I1=1
6" PERF. HDPE PIPE W/ FABF
SOCK & FULL ENVELOPE OF #
STONE MIN. 6" ALL SIDES (4" CHOK
LAYER IS INCLUDED IN ENVELOF
BMP DETAIL
NOT TO SCALE
RAFT 1
SEDIMENT OUTFALL
FOREBAY
07 SLOPE
5' f
BIO -RETENTION SCHEDULE
TOP -60B.10
ES -1
2 INV IN=601.50 (STR: 3)
INV IN=601.50 (STR: 7)
INV OUT=601.50 (STR: 1)
1 INV OUT=600.00
ES -1
ON
OM
Required
ra h
4 �
Bottom
BMP
QE
Top of
Top of
S
rj
Outlet
Drainage Impervious Depth of
Media
Stone
Stone
Under
SurfaceBe"
Riser
1 -YR
10 -Yr
BeWidth
Be"of
Weir
Weir
Pipe
Media*
Area Area Area
Depth**
Elev.
Drain Inv.
Elevation
Elev.
Elev.
Elev.
Elevation
Elevation
Length
Str#
KEY
ACS ACS SF A
BC
D
E
F
G
H
I
J
K
BMP #1
1.39 0.76 1,411 36"
28"
594.67
596.17
600.00
601.50
600.60
601.43
4'
602.50
600.25
17.5'
#7
* Including 3" Top Mulch Layer
+50 10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
** #57 Stone including 4" #8 Choker Laver
STORM 6 TO 2 PROFILE
320 630
310 620 -
(STR: 8)
300 610
590 600 -
580 590 -
370
�a m
TOP -60B.10
ES -1
2 INV IN=601.50 (STR: 3)
INV IN=601.50 (STR: 7)
INV OUT=601.50 (STR: 1)
1 INV OUT=600.00
ES -1
ON
OM
7 INV IN=608.50
ra h
4 �
i
QE
TOP -612.32
��7,
R1
S
rj
N N ^v
a 6�QE
X15
4 INV IN=604.32
(STR: 5)
t0 cp b
uJ to
<O b
t0 to
<O
640 640
630 630
620 620
610 610
600 600
590 590
580 580 580
9+50 10+00 10+50 11+00 11+50
570
STORM 5 TO 1 PROFILE
Is�O
ES -1
570
STORM 5 TO 1 PROFILE
640 F
630
) E
620
3.35
610 D
600
C
590
580 B
570 11
BA�ZEi�
oAss ATI
www.balzer.cc
Staunton
New River Valley
Roanoke
Richmond
Harrisonburg
Balzer and Associates, Inc.
1561 Commerce Road
Suite 401
Verona, VA 24482
540-248-3220
FAX 540-22488--32221
moo? LT�� '✓�.- ` i
Op
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"D. Rent 07MnoIme, Jra
e! Lic. No. 04MOO1669 F,
7� 02-16-2016
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Q O LU it
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DRAWN BY WSK
DESIGNED BY WSK
CHECKED BY DKO
DATE 10-26-2015
SCALE N/A
REVISIONS:
02-16-2016
SHEET NO.
C8 of 10
JOB NO, 34150042
ES -1
1 INV OUT=600.00
r N
N 1
ON
OM
a o
^"1
ra h
4 �
b1
r
4 U
TOP -612.32
��7,
R1
N
rj
N N ^v
4 INV IN=604.32
(STR: 5)
t0 cp b
uJ to
<O b
t0 to
<O
INV OUT -604.32
(STR:.
2
TOP -608.50
INV IN= 50 (STR: 3)o
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SHEET NO.
C8 of 10
JOB NO, 34150042
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 11x17 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
ALBEMARLE GENERAL CONSTRUCTION NOTES
I. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RICHT-OF-WAY,
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED
FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (NODI). THIS PLAN AS
DRAWN MAY HOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT,
WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL
GOVERN,
2. ALL MATERAS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS ANO STANDARDS OF VOOT UNLESS OTHERWISE NOTED.
a EROSON AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SIGLLL BE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED MID
MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HOWONTAL:VERTCAL). WHERE
REASONA91LY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE
ACHIEVED.
B. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN
IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, R IS DEEMED
NECESSARY IN ORDER TO STABIUZC A DRAINAGE CHANNEL.
7, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VlRGI14A MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES
B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE - CiASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH
OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
GENERAL CONSTRUCTION NOTES FOR
EROSION AND SEDIMENT CONTROL PLANS
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE
PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT
OF LAND INSTURBIHG ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL
INSPECTION.
2. ALL. EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND
MANTAINEO ACCOROING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA
REGLFI.ATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO
OR AS THE FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE
14WNTAI7NE0 ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN
INDICATED ON THESE PANS (INCLUDING, BUT NOT LIMITED 70, OFF-SITE
BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY
EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE
PLAN APPROVING AUTHORITY.
6, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF AW ADDITIONAL
EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND
SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY -
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL
MEASURES AT ALL TIMES WRING LAND DISTURBING ACTIVIRES AND WRING SITE
DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED
FILTERING DEVICE.
94 THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
PERIODICALLY AND AFTER EACH RUNOFFPROOUCING RAINFALL EVENT. ANY
NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE
EROSION CONTROL DEVICES SHALL BE MADE IMMFMTELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW
AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH
FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD,
RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMEDWITHIN 7 DAYS OF
COMPLETION PER IONING ORDINANCE SECTION 5.4.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION
13-301 OF THE CODE OF ALSEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER
EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:ODAM TO 9:OOPM.
15. SORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER
THM MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HASARD TO
PERSONS, PHYSICAL DAMAGE TO AWNCEINT LAND AND IMPROVEMENTS, AND
DAMAAGE TO ANY PUBLIC STREET BECAUSE O SLIDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL. MAINTAIN, REMOVE QR
CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE
APPLICABLE ALL, EROSION CONTROL MEASURES REWIRED BY THIS PLAN
REGARDLESS OF THE .TALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTON OF
THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING,
SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO
FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYMRASS AND CEREAL
WINTER M. OR IN MARCH AND APTBL TO CONSIST OF ANNUAL RYE, OR MAY
THROUGH AUGUST TO CONS15F OF GERMAN MILLET. STRAW MULCH IS TO BE
APPUM AT BOLBS/FOOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE
COUNTY EROSION CONTROL INSPECTOR.
1s. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING,
AND MULCH. AGRICULTURAL GRACE UMESTORE SHALL BE APPLIED AT
SOLOS/IOOOSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL.
FERTILIZER SHALL BE APPLIED AT $0001LBS/ACRE AND CONSIST OF A
10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT
,SOLOS/ACRE AND CONSIST OF 955 KENTUCKY 31 OR TALL FESCUE AND a-4%
PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE
APPLIED AT BOLES/,OOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE
COUNTY EROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH
RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE
REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WREN 50Z OF THE WET
STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED MEAS ARE TO BE
RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT
FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR
HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
20, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE
REMOVED WITHIN M DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ME
NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION
CONTROL INSPECTOR. FTI
GENERAL CONSTRUCTION NOTES FOR
STORMWATER MANAGEMENT PLANS
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 959E OF MAXIMUM DRY
DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE
APPROVED BY A GEOTECHNICAL ENGINEER, A GEOTECHNICAL ENGINEER IS TO
BE PRESENT DURING CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER
MANAGEMENT FACILITIES,
3. FOR TEMPORARY SELHMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO
PERMANENT STORMWAIER MANAGEMENT FACILITIES; CONVERSION HS NOT TO TAKE
PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION WAS BEEN OBTAINED
FROM THE COUNTY EROSION CONTROL INSPECTOR.
CONSTRUCTION NARRATIVE
1. CONTRACTOR SHALL OBTAIN A GENERAL SWPPP PERMIT PRIOR TO BEGINNING
OPERATIONS AND SHALL FOLLOW INSTRUCTIONS AND INSPECTION CRITERIA
OUTLINED WITHIN SWPPP.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE. ALL CONSTRUCTION TRAFFIC SHALL
EI4TFR AND EXIT THE SITE VA SITE CONSTRUCTION ENTRANCE ONLY. DURING
MET WEATHER CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES SHALL BE
REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING HIGHWAY. CONSTRUCTION
GLOMS SHALL BE REMOVED FROM ROADWAYS ONLY.
3, INSTALL SILT FENCE, TEMPORARY DIVERSION, AND SEDIMENT TRAP AS SHOWN ON
PIANS.
4. PLACE TOPSOIL FROM SITE WITHIN STOCKPILE AREAS AS SHOWN ON PLANS.
STABILIZE AND INSTALL SILT FENCE FOR STOCKPILE MEAS AS SHOWN.
5, COMMENCE CLEARING AND GRADING OPERATIONS, AS FILL IS ADDED, MAINTAIN
FILL DIVERSION TO DIRECT STORMWATER TO SEDIMENT TRAP,
5. ONCE BUILDING PM ELEVATION IS ACHIEVED, BUNWINC CONSTRUCHGN MAY
BEGIN. THE CONCRETE APRON, SIDEWALKS, ASPHALT, AND FIRE ACCESS ROAD
MAY BE INSTALLED AT THIS TME.
7. INSTALL SITE LITLTIES AND ASSOCIATED ESC MEASURES. ONCE PROPER SITE
DRAINAGE IS DIRECTED TO ASSOCIATED INLETS, THE TEMPORARY SEDIMENT TRAP
AND DIVERSION DIKE MAY 8£ REMOVED.
8. PLACE TOPSOIL ON ALL DISTURBED AREAS AND STABILIZE-
9.
TABILIZE9. AFTER FINAL STABILIZATION IS ACHIEVED, TEMPORARY MEASURES MAY BE
REMOVED.
10. INSTALL BNOREIENBON AREA ONCE COMPLETE SITE STAU LFLATION I$ ACHIEVED,
CONTRACTOR TO COORDINATE WITH DESIGN PE/EA FOR INSPECTIONS AND
CERTIFICATION OF BMP BEFORE, DURING, AND AFTER INSTALLATION. THE
CONTRACTOR IS RESPONSIBLE FOR SWM INSPECTION & CERTIFICATION FEES
ASSOCIATED WITH PROJECT.
11. UPON COMPLETION OF THE PROJECT AND APPROVAL BY THE PROJECT ENGINEER
AND LOCAL COUNTY OFFTCW.S THE AREA MUST BE RESTORED TO ITS ORIGINAL
CONDITION, ALL ESC MEASURES ARE TO BE REMOVED FROM THE SITE, UNLESS
OTHERWISE DIRECTED BY THE PROJECT` ENGINEER OR LOCAL COUNTY OFFICIAL.
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SCALE 1 ^_�•
REVISIONS:
02-16--2016
SHEET HO.
C5 of 10
JOB N0. 042
B. Sources of Pollutants, locations, and prevention practices
Pollutant, or Pollutant
Location on site
Prevention Practices,
Generating Activity
Control Measures
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 un-
Land disturbance area
Plan. Dispose of clearing debris at
stabilized areas
acceptable disposal sites. Seed and mulch,
or sod within 7 days of land clearing
Cover storm drain inlets and use drip
Paving operations
Roads and driveways
pans and absorbent/oil 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 pat hs
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 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Pollutant, or Pollutant
Generating Activity
Sanitary waste
Landscaping operations
Wash Waters
Vehicle and equipment washing
Location on site
Current locations shown on plan
Landscape areas shown on plan
Wash areas shown on plan
Designated areas and details shown on
Prevention Practices,
Control Measures
overfilling. MATERIALS NOT TO BE
BURIED ON-SITE
Convenient and well-maintained
portable sanitary facilities will be
provided, and located away from
waterways or inlets. Such facilities shall
be regularly maintained.
Apply fertilizers in accordance with
manufacturer's recommendations and
not during rainfall events
To be treated in a sediment basin or
better control as specified on plan.
Minimize the discharge of pollutants
from equipment and vehicle washing
Provide containment and filtering for all
wash waters Der 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.)
iIm
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.)
Harman Construction — Gary McBride
1024 Pleasant Valley Road
Harrisonburg, VA 22801
(540) 434-4459
F. Response and reporting practices
Minimize 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.)
Most spills can be cleaned up following manufacturer specifications. Absorbent/oil dry, sealable containers, plastic bags, and shovels/brooms are
suggested minimum spill response items that should be available at this location.
I` Priority: Protect all people
2,d Priority: Protect equipment and property
Yd Priority: Protect the environment
1. Check for hazards (flammable material, noxious fumes, cause of spill) — if flammable liquid, turn off engines and nearby electrical
equipment. If serious hazards are present leave the area and call 911. LARGE SPILLS ARE LIKELY TO PRESENT A HAZARD.
2. Make Sure the spill area is safe to enter and that it does not pose an immediate threat to health or safety of any person.
3. Stop the spill source.
4. Call co-workers and supervisor for assistance and to make them aware of the spill and potential dangers.
5. If possible, stop spill from entering drains (use absorbent or other material as necessary).
6. Stop spill from spreading (use absorbent or other material)
7. If spilled material has entered a storm sewer; contact locality's storm water department.
8. Clean up spilled material according to manufacturer specifications, for liquid spills use absorbent materials and do not flush area
with water.
9. Properly dispose of cleaning materials and used absorbent material according to manufacturer specifications.
Emergency Contacts:
Normal Working Hours
DEQ Valley Regional Office
Nights, Holidays & Weekends
VA Dept. of Emergency Management
24 Hour Reporting Service
Local Contacts
Local Fire Department
Local Police Department
540-574-7800
804-674-2400
Insert Telephone Number / 911
Insert Telephone Number / 911
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
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.)
1) Controls and Measures
The Permit requires the implementation of various types of controls and measures that are implemented
to control pollutants in storm water discharges from the project site. The Permit specifically requires
the implementation of erosion and sediment control practices (both structural and non-structural), storm
water management practices, and specific other controls to reduce pollutants. All E & S and
SWM/BMP controls employed in this project were selected to meet and/or exceed State and local
requirements and are detailed in the referenced design plans.
Several requirements of the Permit relating to controls (Part II. , Appendix A) are not included in the
referenced design plans. A description of all the required items (including E&S and SWM/BMP) is
presented below, along with how they are addressed in this Plan:
a) Erosion and Sediment Control
The design plans for this project, Town & Country, contain detailed information regarding erosion
and sediment controls used in this project. Specifically E & S control measures can be found on
sheets C2 & C4.
Stabilization measures shall be initiated as soon as practicable in portions of the site where construction
activities have temporarily or permanently ceased, but in no case more than seven days after the construction
activity in that portion of the site has temporarily or permanently ceased.
Where construction activity on a portion of the site is temporarily ceased, and earth disturbing activities will
be resumed within 14 days, temporary stabilization measures do not have to be initiated on that portion of
the site.
In drought -stricken areas where initiating perennial vegetative stabilization measures is not possible within
seven days after construction activity has temporarily or permanently ceased, final vegetative stabilization
measures shall be initiated as soon as practicable.
All control measures must be properly selected, installed and maintained in accordance with manufacturer
specifications and good engineering practices. If periodic inspections or other information indicates a
control has been used inappropriately, or incorrectly, the permittee must replace or modify the control for
site situations as soon as practicable.
If sediment escapes the construction site, off-site accumulations of sediment must be removed at a
frequency sufficient to minimize off-site impacts.
Litter, construction debris, and construction chemicals exposed to storm water shall be prevented from
becoming a pollutant source in storm water discharges. Such items will be elevated away from runoff and
covered or tarped whenever practicable to reduce exposure to stormwater.
No solid materials, including building materials, garbage, and debris shall be discharged to surface waters
of the state, except as authorized a Clean Water Permit Section 404 permit.
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.
b) SWM/BMP's
The design plans for this project, Town & Country, contain detailed information regarding
SWM/BMP controls used in this project. Specifically Stormwater Management Control Measures
can be found on sheet C3.
c) Fuels and Oils
(i) On-site vehicle refueling will be conducted in a dedicated location away from access to surface
waters. Since the location of fueling activities will periodically move during construction, the
design plans do not contain a specific location. For each phase of work a location will be
determined in the field and noted in the Site Inspection Log (Appendix D). Containment berms
will be located adjacent to the refueling area that will contain any inadvertent spills until they
can be cleaned up. Any on-site storage tanks will have a means of secondary containment. In
the event of a spill, it will be cleaned up immediately and the material, including any
contaminated soil, will be disposed of according to all federal, state, and local regulations.
(ii) All vehicles on site will be monitored for leaks and receive regular preventive maintenance to
reduce the chance of leakage.
(iii) Petroleum products will be stored in tightly sealed containers which are clearly labeled.
(iv) Spill kits will be stored and readily available at all fueling sources and maintenance activities.
(v) Any asphalt substances used onsite will be applied according to the manufacturer's
recommendation.
d) Solid Waste
No solid materials shall be discharged to surface water. Solid materials, including building
materials, garbage, and debris shall be cleaned up daily and deposited into dumpsters, which will
be periodically removed from the site and deposited into a landfill.
e) Fertilizer
(i) Fertilizers will be applied only in the minimum amounts recommenced by the manufacturer.
(ii) Fertilizers will be worked into the soil to limit exposure to storm water.
(iii) Fertilizers will be stored in a covered shed and partially used bags will be transferred to a
sealable bin to avoid spills.
f) Paint and other Chemicals
(i) 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.
(ii) Spray guns will be cleaned on a removable tarp.
(iii) Chemicals used on-site are kept in small quantities and stored in closed containers undercover
and kept out of direct contact with storm water. As with fuels and oils, any inadvertent spills
will be cleaned up immediately and disposed of according to federal, state, and local
regulations.
g) Concrete
(i) Concrete trucks will not be allowed to wash out or discharge surplus concrete or drum wash
water on the site, except into leak -proof containers or leak -proof settling basins which are
located in the designated concrete disposal area.
(ii) Form release oil used for decorative stone work 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.
h) Water Testing
When testing/cleaning of water supply lines, the discharge from the tested pipe will be collected
and conveyed to a completed storm water pipe system for ultimate discharge into a sedimentation
basin or SWM/BMP facility.
i) 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.
j) Grading and E & S Activities
A record of the dates when major grading activities occur, when construction activities temporarily
or permanently cease on a portion of the site, and when stabilization measures are initiated shall be
maintained and included in Appendix C of this plan or in another acceptable location onsite.
2) Spills
Oil, chemical or other hazardous substance spills in excess of reportable quantities, in accordance with
Part I E. of the Permit (Appendix A), will be reported to the Department in accordance with Part III G.
of the Permit as soon as the discharge is discovered, but no later than 24 hours. A reportable quantity
of oil is defined as a discharge to a surface water that causes a sheen, discoloration, and/or an emulsion.
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 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, kitty litter, sand, saw dust, and plastic and metal trash containers.
All oil or other chemical spills will be cleaned up immediately upon discovery. Spills large enough to
reach the storm sewers will be reported to the National Response Center at 1-800-424-8802. If serious
hazards to personal health are present, leave area and call 911.
3) Maintenance
Maintenance of the erosion and sediment controls and the storm water management/BMP facilities incorporated
into this project must be maintained on a regular basis to assure their continued effectiveness. This includes
repairs to all erosion and sediment controls, including cleanout of all sediment basins and storm water
management facilities at the required intervals. Those controls found to be ineffective during routine inspections
(as described in the following section) shall be repaired before the next anticipated storm event or as soon as
practicable. A more detailed description of the maintenance procedures is contained in the design plans, Town
& Country, on sheet C5, and is incorporated in this plan by reference.
4) Inspections
Inspections by qualified personnel shall be conducted of all areas of the site disturbed by construction activity,
and areas used for storage of materials that are exposed to storm water. "Qualified personnel" means a licensed
professional engineer, responsible land disturber (RLD), or other knowledgeable person who (i) holds a
certificate of competence from the board in the area of project inspection; or (ii) is enrolled in the board's training
program for project inspection or combined administrator and successfully completes such program within one
year of enrollment.
Inspections shall include the review of all disturbed areas, structural and non-structural control measures,
material storage areas, and vehicular access points. Inspections are to be performed at least once every 10
business days and within 48 hours after a measureable storm event. A rain gauge shall be installed on-site in an
pen and accessible area to measure such storm events. Areas that already have been stabilized or where runoff
is unlikely due to frozen or snow covered ground shall be inspected at least on a monthly basis.
Inspections are intended to identify areas where the pollutant control measures at the site are ineffective and are
allowing pollutants to enter surface waters. Receiving waters shall be inspected to ascertain whether control
measures are effective in preventing significant impacts. Locations where vehicles enter or exit the site shall be
inspected for evidence of offsite sediment tracking.
If as a result of the inspection, the site conditions and/or control measures are found to have changed, the plan
shall be updated within a period of 7 calendar days. If control measures need to be modified to assure
effectiveness or if additional measures are determined to be necessary, implementation shall be completed prior
to the next anticipated storm event or as soon as practicable.
A report summarizing the inspections and the subsequent maintenance activities must be completed and
maintained as part of the plan. The sample inspection forms are included in Appendix D.
Required inspection elements include but are not limited to:
1. Recording the date and time of the inspection and when applicable the date and rainfall amount of the last
measurable storm event;
2. Recording the information and a description of any discharges occurring at the time of the inspection;
3. Recording any land -disturbing activities that have occurred outside of the approved erosion and sediment
control plan;
4. Inspecting 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; General
Permit No.: VAR10 Page 12 of 21
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 channel, flume, 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 roads for minimizing sediment
tracking;
5. Inspecting areas that have reached final grade or that will remain dormant for more than 14 days for initiation
of stabilization activities;
6. Inspecting areas that have reached final grade or that will remain dormant for more than 14 days for
completion of stabilization activities within seven days of reaching grade or stopping work;
7. Inspecting 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 but is not limited to:
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 sediments 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 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 outside of the approved area to be disturbed;
8. Inspecting areas that have reached final grade or that will remain dormant for more than 14 days for initiation
of stabilization activities;
9. Identify any pollutant generating activities not identified in the pollution prevention plan; and
10. Identify and document the presence of any evidence of the discharge of pollutants prohibited by this general
permit.
Required documentation elements include but are not limited to:
1. Summarized findings of the inspection;
2. The location(s) of prohibited discharges;
3. The locations(s) of control measures that require maintenance;
4. The locations(s) of control measures that have failed to operate as designed or proved inadequate or
inappropriate for a particular location;
5. The locations(s) where any evidence identified under section 7 above exists;
6. The locations(s) where any additional control measure is needed that did not exist at the time of inspection;
7. 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;
8. Documentation of any corrective actions required from a previous inspection that have not been
implemented; and
9. The date and signature of the qualified personnel and the operator or its duly authorized representative.
The operator shall implement the corrective action(s) identified as a result of an inspection as soon as practicable
but no later than seven (7) days after discovery or a longer period as approved by the VSMP authority. If approval
of a corrective action by a regulatory authority is necessary, additional control measures shall be implemented
to minimize pollutants in storm water discharges until such approvals can be obtained. The operator needing to
remove sediment from surface waters or wetlands shall obtain approval to do so from applicable federal, state,
and local authorities.
If an inspection does not identify any incidents of non-compliance, then the certification statement contained in
the inspection form will apply.
Utility line installation, pipeline construction, and other examples of long, narrow, linear construction activities
may limit the access of inspection personnel to the areas described in Section D 4 b. Inspection of these areas
could require that vehicles compromise temporarily or even permanently stabilized areas, cause additional
disturbance of soils, and increase the potential for erosion. In these circumstances, controls must be inspected
on the same frequencies as other construction projects, but representative inspections may be performed. For
representative inspections, personnel must inspect controls along the construction site for 0.25 miles above and
below each access point where a roadway, undisturbed right-of-way, or other similar feature intersects the
construction site and allows access to the areas described above. The conditions of the controls, along each
inspected 0.25 -mile segment may be considered as representative of the condition of controls along that reach
extending from the end of the 0.25 -mile segment to either the end of the next 0.25 -mile segment, or to the end
of the project, whichever comes first. Inspection locations must be listed in the report required by Section II D
4d.
5) Non -Storm Water Discharges
6) With the exception of flows from fire fighting activities, allowable sources of non -storm water discharges (Part
I D.2. of the Permit, Appendix A) must be identified in the plan. Appropriate measures must be taken to
ensure that pollution prevention measures for the non -storm water component of the discharge are
implemented. The non -storm water discharges associated with this project identified at this time are:
a) Testing of Water as discussed under II, B, 2, h.
Other permitted discharges include:
a) Discharges from fire fighting activities;
b) Fire hydrant flushings;
c) Waters used to wash vehicles where detergents are not used;
d) Potable water sources, including waterline flushings;
e) Water used to control dust;
f) Water used for hydrostatic testing of new pipeline construction;
g) Routine external building wash down which does not use detergents;
h) Pavement washwaters where spills or leaks of toxic or hazardous materials have not occurred (unless
all spilled material has been removed) and where detergents are not used;
i) Uncontaminated air conditioning or compressor condensate;
j) Uncontaminated ground water or spring water;
k) Foundation or footing drains where flows are not contaminated with process materials such as solvents;
1) Uncontaminated excavation dewatering, and
m) Landscape irrigation.
Section 7. Discharges to impaired waters, surface waters within an applicable TMDL
wasteload allocation, and exceptional waters.
(Provide detailed measures for any applicable TMDL)
The Rivanna River is listed as impaired by E coli. No activities associated with this land disturbance will
generate additional pollutants.2
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 8. Qualified personnel
The following personnel are responsible for inspections;
(Provide the name, telephone number, and qualifications of the qualified personnel conducting inspections.)
Harman Construction - Gary
McBride
1024 Pleasant Valley Road
Harrisonburg, VA 22801
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 9. Signed Certification
(Provide certification according to 9VAC25-870-370)
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. I am aware that there are significant penalties for submitting false information, including the possibility of fine
and imprisonment for knowing violations."
Operator Name: Gary McBride
Company: Harman Construction
Title: Project Manager �]
Signature: �a.-,—p—
(1'i�u► -cam
Date: Z� t t3�((o
Issued— 1012014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 10. Delegation of authority.
(Provide the persons or positions with authority to sign inspection reports or to modify the stormwater pollution
prevention plan. A formal, signed delegation of authority is needed.)
Delegation of Authority
1, Louis Bradberry (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 Landmark Aviation Hanger construction site. The designee is authorized to sign any reports, stormwater
pollution prevention plans and all other documents required by the permit.
Gary McBride
Harman Construction
1024 Pleasant Valley Road
Harrisonburg, VA 22801
(name of person or position)
(company)
(address)
(city, state, zip)
(540) 434-4459 (phone)
By signing this authorization, I confirm that I meet the requirements to make such a designation as set forth in the Construction
General Pen -nit (CGP), and that the designee above meets the definition of a "duly authorized representative".
Operator Name:
Company:
Louis Bradberry
Landmark Aviation
Title: Construction Project Manager
Signature:
Date:
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 10. Delegation of authority.
(Provide the persons or positions with authority to sign inspection reports or to modify the stormwater pollution
prevention plan. A formal, signed delegation of authority is needed.)
Delegation of Authority
I, (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 construction site. The designee is authorized to sign any reports, stormwater
pollution prevention plans and all other documents required by the permit.
(name of person or position)
(company)
(address)
(city, state, zip)
(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:
Company:
Title:
Signature:
Date:
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
CHAPTER 880
GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM CONSTRUCTION
ACTIVITIES
9VAC25-880-1. Definitions.
The words and terms used in this chapter shall have the meanings defined in the Virginia
Stormwater Management Act (Article 2.3 (§ 62.1-44.15:24 et seq.) of Chapter 3.1 of Title 62.1 of
the Code of Virginia), this chapter, and 9VAC25-870 unless the context clearly indicates
otherwise, except as otherwise specified in this section. Terms not defined in the Act, this
chapter, or 9VAC25-870 shall have the meaning attributed to them in the federal Clean Water
Act (33 USC § 1251 et seq.) (CWA). For the purposes of this chapter:
"Business day" means Monday through Friday excluding state holidays.
"Commencement of land disturbance" means the initial disturbance of soils associated with
clearing, grading, or excavating activities or other construction activities (e.g., stockpiling of fill
material).
"Construction site" means the land where any land -disturbing activity is physically located or
conducted, including any adjacent land used or preserved in connection with the land -disturbing
activity.
"Final stabilization" means that one of the following situations has occurred:
1. All soil disturbing activities at the site have been completed and a permanent
vegetative cover has been established on denuded areas not otherwise permanently
stabilized. Permanent vegetation shall not be considered established until a ground
cover is achieved that is uniform (e.g., evenly distributed), mature enough to survive,
and will inhibit erosion.
2. For individual lots in residential construction, final stabilization can occur by either:
a. The homebuilder completing final stabilization as specified in subdivision 1 of this
definition; or
b. The homebuilder establishing temporary soil stabilization, including perimeter
controls for an individual lot prior to occupation of the home by the homeowner, and
informing the homeowner of the need for, and benefits of, final stabilization.
3. For construction projects on land used for agricultural purposes , final stabilization
may be accomplished by returning the disturbed land to its preconstruction agricultural
use. Areas disturbed that were not previously used for agricultural activities, such as
buffer strips immediately adjacent to surface waters, and areas that are not being
returned to their preconstruction agricultural use must meet the final stabilization criteria
specified in subdivision 1 or 2 of this definition.
"Immediately" means as soon as practicable, but no later than the end of the next business
day, following the day when the land -disturbing activities have temporarily or permanently
ceased. In the context of this general permit, "immediately" is used to define the deadline for
initiating stabilization measures.
"Impaired waters" means surface waters identified as impaired on the 2012 § 305(b)/303(d)
Water Quality Assessment Integrated Report.
"Infeasible" means not technologically possible or not economically practicable and
achievable in light of best industry practices.
"Initiation of stabilization activities" means:
1. Prepping the soil for vegetative or nonvegetative stabilization;
Pagel of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
2. Applying mulch or other nonvegetative product to the exposed area;
3. Seeding or planting the exposed area;
4. Starting any of the above activities on a portion of the area to be stabilized, but not on
the entire area; or
5. Finalizing arrangements to have the stabilization product fully installed in compliance
with the applicable deadline for completing stabilization.
This list is not exhaustive.
"Measurable storm event" means a rainfall event producing 0.25 inches of rain or greater
over 24 hours.
"Stabilized" means land that has been treated to withstand normal exposure to natural
forces without incurring erosion damage.
9VAC25-880-10. Purpose.
This general permit regulation governs stormwater discharges from regulated construction
activities. For the purposes of this chapter, these discharges are defined as stormwater
discharges associated with large construction activity, and stormwater discharges associated
with small construction activity. Stormwater discharges associated with other types of industrial
activity shall not have coverage under this general permit. This general permit covers only
discharges through a point source to surface waters or through a municipal or nonmunicipal
separate storm sewer system to surface waters. Stormwater discharges associated with
industrial activity that originate from construction activities that have been completed and the
site has undergone final stabilization are not authorized by this general permit.
9VAC25-880-15. Applicability of incorporated references based on the dates that they
became effective.
Except as noted, when a regulation of the United States set forth in the Code of Federal
Regulations is referenced and incorporated herein, that regulation shall be as it exists and has
been published in the July 1, 2013, update.
9VAC25-880-20. Effective date of general permit.
This general permit is effective on July 1, 2014. The general permit will expire on June 30,
2019. This general permit is effective for any covered operator upon compliance with all
provisions of 9VAC25-880-30.
9VAC25-880-30. Authorization to discharge.
A. Any operator governed by this general permit is authorized to discharge to surface waters
of the Commonwealth of Virginia provided that:
1. The operator submits a complete and accurate registration statement, if required to do
so, in accordance with 9VAC25-880-50 and receives acceptance of the registration by
the board;
2. The operator submits any permit fees, if required to do so, in accordance with
9VAC25-870-700 et seq.;
3. The operator complies with the applicable requirements of 9VAC25-880-70;
4. The operator obtains approval of:
Page 2 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
a. An erosion and sediment control plan from the appropriate VESCP authority as
authorized under the Erosion and Sediment Control Regulations (9VAC25-840),
unless the operator receives from the VESCP an "agreement in lieu of a plan" as
defined in 9VAC25-840-10 or prepares the erosion and sediment control plan in
accordance with annual standards and specifications approved by the department.
The operator of any land -disturbing activity that is not required to obtain erosion and
sediment control plan approval from a VESCP authority or is not required to adopt
department -approved annual standards and specifications shall submit the erosion
and sediment control plan to the department for review and approval; and
b. A stormwater management plan from the appropriate VSMP authority as
authorized under the Virginia Stormwater Management Program (VSMP) Regulation
(9VAC25-870), unless the operator prepares the stormwater management plan in
accordance with annual standards and specifications approved by the department.
The operator of any land -disturbing activity that is not required to obtain stormwater
management plan approval from a VSMP authority or is not required to adopt
department -approved annual standards and specifications shall submit the
stormwater management plan to the department for review and approval; and
5. The board has not notified the operator that the discharge is not eligible for coverage
in accordance with subsection B of this section.
B. The board will notify an operator that the discharge is not eligible for coverage under this
general permit in the event of any of the following:
1. The operator is required to obtain an individual permit in accordance with 9VAC25-
870-410 B;
2. The operator is proposing discharges to surface waters specifically named in other
board regulations that prohibit such discharges;
3. The discharge causes, may reasonably be expected to cause, or contributes to a
violation of water quality standards (9VAC25-260);
4. The discharge violates or would violate the antidegradation policy in the Water Quality
Standards (9VAC25-260-30) ; or
5. The discharge is not consistent with the assumptions and requirements of an
applicable TMDL approved prior to the term of this general permit.
C. 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:
1. The support activity is directly related to a construction activity that is required to have
general permit coverage for discharges of stormwater from construction activities;
2. The support activity is not a commercial operation , nor does it serve multiple
unrelated construction activities by different operators;
3. The support activity does not operate beyond the completion of the last construction
activity it supports;
4. The support activity is identified in the registration statement at the time of general
permit coverage;
5. Appropriate control measures are identified in a stormwater pollution prevention plan
and implemented to address the discharges from the support activity areas; and
6. All applicable, state, federal, and local approvals are obtained for the support activity.
D. Support activities located off-site are not required to be covered under this general
permit. Discharges of stormwater from off-site support activities may be authorized under
Page 3 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
another state or VPDES permit. Where stormwater discharges from off-site support activities
are not authorized under this general permit, the land area of the off-site support activity need
not be included in determining the total land disturbance acreage of the construction activity
seeking general permit coverage.
E. 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.
F. Authorized nonstormwater discharges. The following nonstormwater discharges from
construction activities are authorized by this general permit:
1. Discharges from firefighting activities;
2. Fire hydrant flushings;
3. Water 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 source, including uncontaminated waterline flushings;
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 water 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 groundwater 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 irrigations.
G. Approval for coverage under this general permit does not relieve any operator of the
responsibility to comply with any other applicable federal, state or local statute, ordinance or
regulation.
H. Continuation of general permit coverage.
1. Any operator that was authorized to discharge under the general permit issued in
2009 and that submits a complete and accurate registration statement on or before June
30, 2014, is authorized to continue to discharge under the terms of the 2009 general
permit until such time as the board either:
a. Issues coverage to the operator under this general permit or
b. Notifies the operator that the discharge is not eligible for coverage under this
general permit.
2. When the operator is not in compliance with the conditions of the expiring or expired
general permit the board may choose to do any or all of the following:
Page 4 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
a. Initiate enforcement action based upon the 2009 general permit;
b. Issue a notice of intent to deny the new general permit. If the general permit is
denied, the owner or operator would then be required to cease the activities
authorized by the continued general permit or be subject to enforcement action for
operating without a state permit;
c. Issue a new state permit with appropriate conditions; or
d. Take other actions authorized by the VSMP Regulation (9VAC25-870).
9VAC25-880-40. Delegation of authorities to state and local programs.
A board -approved VSMP authority is authorized to administer requirements of this general
permit, including but not limited to: (i) registration statement acceptance; (ii) fee collection; (iii)
stormwater management plan review and approval; and (iv) permit compliance and enforcement
dependent upon conditions established as part of the board approval.
9VAC25-880-50. General permit application (registration statement).
A. Deadlines for submitting registration statement. Any operator seeking coverage under
this general permit, and that is required to submit a registration statement, shall submit a
complete and accurate general VPDES permit registration statement in accordance with this
section, which shall serve as a notice of intent for coverage under the general VPDES permit for
discharges of stormwater from construction activities.
1. New construction activities.
a. Any operator proposing a new stormwater discharge from construction activities
shall submit a complete and accurate registration statement to the VSMP authority
prior to the commencement of land disturbance.
b. Any operator proposing a new stormwater discharge from construction activities in
response to a public emergency where the related work requires immediate
authorization to avoid imminent endangerment to human health or the environment is
authorized to discharge under this general permit, provided that:
(1) The operator submits a complete and accurate registration statement to the
VSMP authority no later than 30 days after commencing land disturbance; and
(2) Documentation to substantiate the occurrence of the public emergency is
provided with the registration statement.
c. Any operator proposing a new stormwater discharge associated with the
construction of a single-family residence separately built, disturbing less than one
acre and part of a larger common plan of development or sale, is authorized to
discharge under this general permit and is not required to submit a registration
statement or the department portion of the permit fee, provided that the stormwater
management plan for the larger common plan of development or sale provides
permanent control measures (i.e., stormwater management facilities) encompassing
the single family residence.
2. Existing construction activities.
a. Any operator that was authorized to discharge under the general permit issued in
2009 and that intends to continue coverage under this general permit shall:
(1) Submit a complete and accurate registration statement to the VSMP authority on
or before June 1, 2014; and
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9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
(2) 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. Any operator with an existing stormwater discharge associated with the
construction of a single-family residence separately built, disturbing less than one
acre and part of a larger common plan of development or sale, and that intends to
continue coverage under this general permit, is authorized to discharge under this
general permit and is not required to submit a registration statement or the
department portion of the permit fee, provided that:
(1) The stormwater management plan for the larger common plan of development or
sale provides permanent control measures (i.e., stormwater management facilities)
encompassing the single-family residence; and
(2) The operator updates 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.
3. For stormwater discharges from construction activities where the operator changes,
the new operator must submit a complete and accurate registration statement or transfer
agreement form to the VSMP authority prior to assuming operational control over site
specifications or commencing work on-site.
4. Late notifications. Operators are not prohibited from submitting registration statements
after commencing land disturbance. When a late registration statement is submitted,
authorization for discharges shall not occur until coverage under the general permit is
issued. The VSMP authority, department, board, and the EPA reserve the right to take
enforcement action for any unpermitted discharges that occur between the
commencement of land disturbance and discharge authorization.
B. Registration statement. The operator shall submit a registration statement to the VSMP
authority that shall contain the following information:
1. Name, contact, mailing address, telephone number, and email address if available of
the construction activity operator. No more than one operator may receive coverage
under each registration statement.
NOTE: General permit coverage will be issued to this operator, and the certification in
subdivision 11 of this subsection must be signed by the appropriate person associated
with this operator;
2. Name and location if available of the construction activity and all off-site support
activities to be covered under this general permit, including city or county, and latitude
and longitude in decimal degrees;
3. Status of the construction activity: federal, state, public, or private;
4. Nature of the construction activity (e.g., commercial, industrial, residential, agricultural,
oil and gas, etc.);
5. Name of the receiving water(s) and HUC ;
6. If the discharge is through a municipal separate storm sewer system (MS4), the name
of the municipal separate storm sewer system operator;
7. Estimated project start date and completion date;
8. Total land area of development and estimated area to be disturbed by the
construction activity (to the nearest one-hundredth of an acre);
9. Whether the area to be disturbed by the construction activity is part of a larger
common plan of development or sale;
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9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
10. A stormwater pollution prevention plan (SWPPP) must be prepared in accordance
with the requirements of the General VPDES Permit for Stormwater Discharges from
Construction Activities prior to submitting the registration statement. By signing the
registration statement the operator certifies that the SWPPP has been prepared ; and
11. The following 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."
C. The registration statement shall be signed in accordance with 9VAC25-880-70, Part III K.
9VAC25-880-60. Termination of general permit coverage.
A. Requirements. The operator of the construction activity shall submit a notice of
termination to the VSMP authority after one or more of the following conditions have been met:
1. 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 is responsible. 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 notice of termination;
2. Another operator has assumed control over all areas of the site that have not been
finally stabilized and obtained coverage for the ongoing discharge;
3. Coverage under an alternative VPDES or state permit has been obtained; or
4. For residential construction only, temporary soil stabilization has been completed and
the residence has been transferred to the homeowner.
The notice of termination should be submitted no later than 30 days after one of the above
conditions being met. Authorization to discharge terminates at midnight on the date that the
notice of termination is submitted for the conditions set forth in subdivisions 2 through 4 of this
subsection unless otherwise notified by the VSMP authority or the department. Termination of
authorizations to discharge for the conditions set forth in subdivision 1 of this subsection shall
be effective upon notification from the department that the provisions of subdivision 1 of this
subsection have been met or 60 days after submittal of the notice of terminations, whichever
occurs first.
B. Notice of termination. The notice of termination shall contain the following information:
1. Name, contact, mailing address, telephone number, and email address if available of
the construction activity operator.
2. Name and location if available of the construction activity covered under this general
permit, including city or county, and latitude and longitude in decimal degrees.
3. The general permit registration number.
4. The basis for submission of the notice of termination, pursuant to subsection A of this
section.
5. Where applicable, a list of the on-site and off-site permanent control measures (both
structural and nonstructural) that were installed to comply with the stormwater
Page 7 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
management technical criteria. For each permanent control measure that was installed,
the following information shall be included:
a. The type of permanent control measure installed and the date that it became
functional as a permanent control measure;
b. The location if available of the permanent control measure, including city or
county, and latitude and longitude in decimal degrees;
c. The receiving water of the permanent control measures; and
d. The number of total and impervious acres treated by the permanent control
measure (to the nearest one-tenth of an acre).
6. Where applicable, the following information related to participation in a regional
stormwater management plan. For each regional stormwater management facility, the
following information shall be included:
a. The type of regional facility to which the site contributes;
b. The location if available of the regional facility, including city or county, and latitude
and longitude in decimal degrees; and
c. The number of total and impervious site acres treated by the regional facility (to
the nearest one-tenth of an acre).
7. Where applicable, the following information related to perpetual nutrient credits that
were acquired in accordance with § 62.1-44.15:35 of the Code of Virginia:
a. The name of the nonpoint nutrient credit generating entity from which perpetual
nutrient credits were acquired; and
b. The number of perpetual nutrient credits acquired (lbs. per acre per year).
8. The following certification: "I certify under penalty of law that I have read and
understand this notice of termination 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."
C. The notice of termination shall be signed in accordance with 9VAC25-880-70 Part III K.
D. Termination by the board. The board may terminate coverage under this general permit
during its term and require application for an individual permit or deny a general permit renewal
application on its own initiative in accordance with the Act, this chapter, and the VSMP
Regulation, 9VAC25-870.
9VAC25-880-70. General permit.
Any operator whose registration statement is accepted by the board will receive the
following general permit and shall comply with the requirements contained therein and be
subject to all requirements of 9VAC25-870.
Page 8 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
General Permit No.: VAR10
Effective Date: July 1, 2014
Expiration Date: June 30, 2019
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 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 herein.
PART
DISCHARGE AUTHORIZATION AND SPECIAL CONDITIONS
A. Coverage under this general permit.
1. 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.
2. 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
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9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
registration, has undergone final stabilization. Post -construction industrial stormwater
discharges may need to be covered by a separate VPDES permit.
2. 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.
3. 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.
4. Impaired waters and TMDL limitation. Discharges of stormwater from construction
activities to surface waters identified as impaired in the 2012 § 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 SWPPP that minimizes the
pollutants of concern and, when applicable, is consistent with the assumptions and
requirements of the approved TMDL wasteload allocations. In addition, the operator
shall implement the following items:
a. The impaired water(s), approved TMDL(s), and pollutant(s) of concern, when
applicable, shall be identified in the SWPPP;
b. 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;
c. 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
d. The applicable SWPPP inspection requirements specified in Part II F 2 shall be
amended as follows:
(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 48
hours following a measurable storm event. In the event that a measurable storm
event occurs when there are more than 48 hours between business days, the
inspection shall be conducted on the next business day; and
(2) Representative inspections used by utility line installation, pipeline construction,
or other similar linear construction activities shall inspect all outfalls discharging to
surface waters identified as impaired or for which a TMDL wasteload allocation has
been established and approved prior to the term of this general permit.
5. Exceptional waters limitation. Discharges of stormwater from construction activities
not previously covered under the general permit issued in 2009 to exceptional waters
identified in 9VAC25-260-30 A 3 c are not eligible for coverage under this general permit
unless the operator implements the following:
a. The exceptional water(s) shall be identified in the SWPPP;
b. 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;
c. 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
Page 10 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
d. The applicable SWPPP inspection requirements specified in Part II F 2 shall be
amended as follows:
(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 48
hours following a measurable storm event. In the event that a measurable storm
event occurs when there are more than 48 hours between business days, the
inspection shall be conducted on the next business day; and
(2) Representative inspections used by utility line installation, pipeline construction,
or other similar linear construction activities shall inspect all outfalls discharging to
exceptional waters.
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;
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;
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
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9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
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 to the VSMP authority after one or more of the
following conditions have been met:
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 is responsible. When applicable, long term
responsibility and maintenance requirements shall be recorded in the local land
records prior to the submission of a notice of termination;
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 residential construction only, temporary soil stabilization has been completed
and the residence has been transferred to the homeowner.
2. The notice of termination should be submitted no later than 30 days after one of the
above conditions in subdivision 1 of this subsection are met. 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. Termination of
authorizations 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 the notice
of termination, whichever occurs first.
3. The notice of termination shall be signed in accordance with Part III K of this general
permit.
G. Water quality protection.
1. The operator must 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.
2. 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 B to
adequately address the identified water quality concerns;
Page 12 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
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
c. Submit an individual permit application in accordance with 9VAC25-870-410 B 3.
All written responses required under this chapter must include a signed certification
consistent with Part III K.
PART II
STORMWATER POLLUTION PREVENTION 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 A. 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 must develop the
missing elements and include them in the SWPPP.
Any operator that was authorized to discharge under the general permit issued in 2009, 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.
A. Stormwater pollution prevention plan contents. The SWPPP shall include the following
items:
1. General information.
a. A signed copy of the registration statement 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:
(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;
Page 13 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
(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 support activities, when applicable and when required by the VSMP
authority, including but not limited to (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 purposes.
2. Erosion and sediment control plan.
a. An erosion and sediment control plan approved by the VESCP authority as
authorized under the 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. Any operator
proposing a new stormwater discharge from construction activities that is not
required to obtain erosion and sediment control plan approval from a VESCP
authority or does not adopt department -approved annual standards and
specifications shall submit the erosion and sediment control plan to the department
for review and approval.
b. All erosion and sediment control plans shall include a statement describing the
maintenance responsibilities required for the erosion and sediment controls used.
c. A properly implemented 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, that adequately:
(1) Controls the volume and velocity of stormwater runoff within the site to minimize
soil erosion;
(2) Controls stormwater discharges, including peak flow rates and total stormwater
volume, to minimize erosion at outlets and to minimize downstream channel and
stream bank erosion;
(3) Minimizes the amount of soil exposed during the construction activity;
(4) Minimizes the disturbance of steep slopes;
(5) Minimizes 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) Provides and maintains natural buffers around surface waters, directs stormwater
to vegetated areas to increase sediment removal, and maximizes stormwater
infiltration, unless infeasible;
Page 14 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
(7) Minimizes soil compaction and, unless infeasible, preserves topsoil;
(8) Ensures that stabilization of disturbed areas will be initiated 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) Utilizes 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. New construction activities. A stormwater management plan approved by the
VSMP authority as authorized under the Virginia Stormwater Management Program
(VSMP) Regulation (9VAC25-870), or a stormwater management plan prepared in
accordance with annual standards and specifications approved by the department.
Any operator proposing a new stormwater discharge from construction activities that
is not required to obtain stormwater management plan approval from a VSMP
authority or does not adopt department -approved annual standards and
specifications shall submit the stormwater management plan to the department for
review and approval.
b. Existing construction activities. Any operator that was authorized to discharge
under the general permit issued in 2009, and that intends to continue coverage
under this general permit, shall ensure compliance with the requirements of 9VAC25-
870-93 through 9VAC25-870-99 of the VSMP Regulation, including but not limited to
the water quality and quantity requirements. 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.
4. 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;
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
Page 15 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
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
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, and sanitary wastes; and
(8) Address any other discharge from the potential pollutant -generating activities not
addressed above; 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.
5. SWPPP requirements for discharges to impaired waters, surface waters with an
applicable TMDL wasteload allocation established and approved prior to the term of this
general permit, and exceptional waters. The SWPPP shall:
a. Identify the impaired water(s), approved TMDL(s), pollutant(s) of concern, and
exceptional waters identified in 9VAC25-260-30 A 3 c, when applicable;
b. Provide clear direction 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;
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9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
(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 I B
4orPart IB5.
6. Qualified personnel. The name, phone number, and qualifications of the qualified
personnel conducting inspections required by this general permit.
7. Delegation of authority. The individuals or positions with delegated authority, in
accordance with Part III K, to sign inspection reports or modify the SWPPP.
8. SWPPP signature. The SWPPP shall be signed and dated in accordance with Part III
K.
B. 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.
2. The SWPPP must 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
must be accomplished as described in Part II G.
3. The SWPPP must clearly identify the contractor(s) 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 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 where modified as soon as possible;
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
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9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
g. Measures taken to address any evidence identified as a result of an inspection
required under Part II F.
5. Amendments, modifications, or updates to the SWPPP shall be signed in accordance
with Part III K.
C. 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.
D. 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.
2. 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 must be posted near the main entrance of the construction site.
3. 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 C. 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.
E. 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.
1. All control measures must 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 F identifies a control measure that is
not operating effectively, corrective action(s) 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.
2. If site inspections required by Part II F identify an existing control measure that needs
to be modified or if an additional 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 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.
F. 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 insuring that the qualified personnel conduct
the inspection.
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9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
2. Inspection schedule.
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 48 hours following a
measurable storm event. In the event that a measurable storm event occurs when
there are more than 48 hours between business days, the inspection shall be
conducted no later than the next business day.
b. 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 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.
c. 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 report required by Part II F.
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;
(2) Record the information and a description of any discharges occurring at the time
of 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;
(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 channel, flume, or other slope drain structures installed
to convey concentrated runoff down cut and fill slopes;
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9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
(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 roads for
minimizing sediment tracking;
(5) Inspect areas that have reached final grade or that will remain dormant for more
than 14 days for initiation of stabilization activities;
(6) Inspect areas that have reached final grade or that will remain dormant for more
than 14 days for completion of stabilization activities within seven days of reaching
grade or stopping work;
(7) 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 but is not limited to:
(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
sediments 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 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 outside of the approved area to be disturbed;
(8) Inspect pollutant generating activities identified in the pollution prevention plan for
the proper implementation, maintenance and effectiveness of the procedures and
practices;
(9) Identify any pollutant generating activities not identified in the pollution prevention
plan; and
(10) 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 location(s) of prohibited discharges;
d. The location(s) of control measures that require maintenance;
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9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
e. The location(s) of control measures that failed to operate as designed or proved
inadequate or inappropriate for a particular location;
f. The location(s) where any evidence identified under Part II F 3 a (7) exists;
g. The location(s) where any additional control measure is needed that did not exist
at the time of inspection;
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
j. The date and signature of the qualified personnel and the operator or its duly
authorized representative.
The inspection report and any actions taken in accordance with Part II must 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.
G. Corrective actions.
1. The operator shall implement the corrective action(s) 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.
2. 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.
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 must 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.
2. 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).
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9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
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 individual(s) who performed the sampling or measurements;
c. The date(s) and time(s) analyses were performed;
d. The individual(s) 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.
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.
3. 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 modifying,
revoking and reissuing, or terminating this general permit 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.
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9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
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;
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
8. 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 herein, 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 1 2. Unusual and
extraordinary discharges include but are not limited to 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.
1. 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:
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9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
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;
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 III 12.
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 manager is authorized to make management
decisions that govern the operation of the regulated facility including having the
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9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
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, etc. 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 must
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 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
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9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
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 90 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.
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
Page 26 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
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.
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(s) of the upset;
b. The permitted facility was at the time being properly operated;
Page 27 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
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 must be kept under the conditions of this general permit;
2. Have access to and copy, at reasonable times, any records that must 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.
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 permits 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 permits.
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.
2. 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.
Page 28 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
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.
9VAC25-880-80. (Repealed.)
9VAC25-880-82. (Repealed.)
9VAC25-880-84. (Repealed.)
9VAC25-880-86. (Repealed.)
9VAC25-880-88. (Repealed.)
9VAC25-880-90. (Repealed.)
9VAC25-880-100. Delegation of authority.
The director, or his designee, may perform any act of the board provided under this chapter,
except as limited by § 62.1-44.14 of the Code of Virginia.
FORMS (9VAC25-880)
Department of Environmental Quality Construction Activity Operator Permit Fee Form (rev.
01/2014)
Notice of Termination - General VPDES Permit for Discharges of Stormwater from
Construction Activities (VAR10) (rev. 01/2014)
Registration Statement - General VPDES Permit for Discharges of Stormwater from
Construction Activities (VAR10) (rev. 01/2014)
Transfer Agreement - General VPDES Permit for Discharges of Stormwater from
Construction Activities (VAR10) (rev. 01/2014)
Page 29 of 29
9VAC25-880 (adopted 12/17/2013 - published 2/24/2014 - effective 7/1/2014)
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 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Record of Site Inspection
(Attach as many sheets as necessary, including maps)
(EXAMPLE)
' If no incidents of Non -Compliance have been noted above, I certify that the site is in compliance with the provisions of the Plan and Permit
control Measure
Incident of
Location
nbn-
Maintenance
Additional
Type
/Wd
BNP Req'd
Cw#iance
Connxnts
(YAM'
Section1
Silt fence nearly ool lapsed along stream— reinforce with super silt fence along stream
Perimeter
Y
Y
N
as shown on attached map. No material left site.
Controls
Sediment Trap 1
Sediment volume reaching 50%- schedule dean out this week before rain predicted for
Y
N
N
Friday.
Sediment Trap 2
N
N
N
Normal pod too high — check for dogging.
SWM Fadlity 1
Y
N
N
Fueling Area
N
N
N
Construction
Dirt is being tracked on County roads. Ensure wash rack is operational and being used
Entrance
Y
N
Y
properly. Remove material on County roads and dispose of onsite.
Section 2
Temporary
Stockpile seeding washed off in recent storm Re -seed and mulch.
Stabilization
Y
N
N
Diversion Dikes
N
N
N
Minor scouring at the end of riprap at Outfall 2. Extend riprap 10 ft as shown on
Outfalls 1-3
Y
N
N
attached plan.
Name: Title: Date:
Signature:
' If no incidents of Non -Compliance have been noted above, I certify that the site is in compliance with the provisions of the Plan and Permit
Record of Site Inspection
(Attach as many sheets as necessary, including maps)
fContrd
Location
Measure
incident of
/On -
dance
(Y/M'
l
Carr "&
Type
Maintenance
/Wd
Additional
L31V /Wd
Name: Title: Date:
Signature:
' If no incidents of Non -Compliance have been noted above, I certify that the site is in compliance with the provisions of the Plan and Permit