HomeMy WebLinkAboutWPO202100036 VSMP - SWPPP 2021-09-22AL$c�
COUNTY OF ALBEMARLE
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Department of Community Development
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401 McIntire Road, North Wing
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Charlottesville, Virginia 22902-4596
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Tel. (434) 296-5832 • Fax (434) 972-4126
Stormwater Pollution Prevention Plan (SWPPP)
Project Name: 6889 Free Union Rd
Address: 6889 Free Union Rd
Free Union, VA, 22940
TM 7, Parcel 46
Prepared by:
Shimp Engineering P.C.
Prepared for:
Robert Robertson
SWPPP Preparation Date: 09/15/2021
(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
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT #:
GENERAL VPDES PERMIT FOR DISCHARGES OF STORMWATER FROM PLAN/ID #:
CONSTRUCTION ACTIVITIES (VAR10) TECHNICAL CRITERIA: 1113 ❑ IIC ❑
REGISTRATION STATEMENT 2019
Application type. 2 NEW PERMIT ISSUANCE
(CHOOSE ONE) ❑ MODIFICATION WITH ACREAGE INCREASE
❑ MODIFICATION WITHOUT ACREAGE INCREASE
❑ EXISTING PERMIT RE -ISSUANCE
Section I. Operator/Permittee Information.
A. Construction Activity Operator (Permittee). The person or entity that is applying for permit coverage and will have
operational control over construction activities to ensure compliance with the general permit. A person with
signatory authority for this operator must sign the certification in Section V. (per Part III. K. of the VAR10 Permit).
Operator Name:
Robert Robertson
Contact person:
Robert Robertson
Address:
2910 Old Via Rd
City, State and Zip Code:
Charlottesville, VA, 22901
Phone Number:
434-531-5637
Primary and CC Email:
robrobert50@hotmail.com
B. Electronic correspondence. To receive an emailed coverage letter or to pay by credit card, you must choose YES
and include a valid email. May we transmit correspondence electronically? YES 2 NO ❑
Section II. Construction Activity Information.
A.
Include a site map showing the location of the existing or proposed land -disturbing activities, the limits of land
disturbance, construction entrances and all waterbodies receiving stormwater discharges from the site.
B.
Project site location information.
Construction Activity Name:
Driveway for Single Family Home
Address:
6889 Free Union Rd
City and/or County and Zip Code:
Charlottesville, VA, 22940
Construction Activity Entrance Location
(description, street address and/or
latitude/longitude in decimal degrees):
New driveway off of existing gravel driveway at 6889 Free Union Rd
Latitude and Longitude
(6-digit, decimal degrees format):
38.227967,-78.588126
C.
Acreage totals for all land -disturbing activities to be included under this permit coverage. Report to the nearest
one -hundredth of an acre. 2.32 ac
Total land area of development (include entire area to be
disturbed as approved in the Stormwater Management Plan):
2.32 ac
Primary estimated area to be disturbed (include portions with
Erosion and Sediment Control Plan approval only):
2.32 ac
Off -site estimated area to be disturbed (if applicable):
D.
Property Owner Status:
FEDERAL ❑ STATE ❑ PUBLIC ❑ PRIVATE 2
E.
Nature of the Construction Activity Description (i.e. commercial,
industrial, residential, agricultural, environmental, utility):
Residential
F.
Municipal Separate Storm Sewer System (MS4) name(s) (if the
site is discharging to a MS4):
Albemarle County
G.
Estimated Project Dates (MM/DD/YYYY).
Start Date:
9/27/21
Completion Date:
3/27/22
H.
Is this construction activity part of a larger common plan of
development or sale?
YES ❑ NO 2
Rev 11/2020 PAGE 1 1 6
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019
I. 6" Order Hydrologic Unit Code (HUC) and Receiving Water Name(s). Include additional areas on a separate page.
HUC
NAME(S) OF RECEIVING WATERBODY
020802040201
Buck Mountain Creek
Section III. Off -site Support Activity Location Information.
List all off -site support activities and excavated material disposal areas being utilized for this project. Include additional
areas on a separate page.
Off -site Activity Name:
none
Address:
City or County:
Off -site Activity Entrance Location (description, street
address and/or latitude/longitude in decimal degrees):
Latitude and Longitude (6-digit, decimal degrees format):
Is this off -site activity an excavated material disposal
area?
YES ❑ NO ❑
If this off -site activity is an excavated material disposal
area, list the contents of the excavated fill material:
No soil shall be transported to or from site
Will a separate VPDES permit cover this off -site activity?
YES ❑ NO ❑
Section IV. Other Information.
A.
A stormwater pollution prevention plan (SWPPP) must be prepared in accordance with the requirements of the
General VPDES Permit for Discharges of Stormwater from Construction Activities prior to submitting the
Registration Statement. By signing the Registration Statement, the operator is certifying that the SWPPP has been
prepared.
B.
Has an Erosion and Sediment Control Plan been
submitted to the VESC Authority for review?
YES 2 NO ❑
Erosion and Sediment Control Plan Approval Date (for
the estimated area to be disturbed MM/DD/YYYY):
C.
Has land -disturbance commenced?
YES ❑ NO 2
D.
Annual Standards and Specifications. If this project is utilizing approved Annual Standards and Specifications
(AS&S), attached the completed AS&S Entity Form.
AS&S Entity Name (if different from the Operator
identified in Section I):
E.
Billing information (leave blank if same as the Operator identified in Section I. above). This entity will receive
Annual Permit Maintenance and Permit Modification Fee invoices (if applicable).
Billing Name:
Contact Name:
Address:
City, State and Zip Code:
Phone Number:
Primary and CC Email:
Rev 11/2020 PAGE 2 16
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019
Section V. Certification. A person representing the operator as identified in Section I. A. and meeting the requirements
of 9VAC25-880-70. Part III. K must physically sign this certification. A typed signature is not acceptable. Please note that
operator is defined in 9VAC25-870-10 as follows:
"Operator" means the owner or operator of any facility or activity subject to the Act and this chapter. In the context of stormwater
associated with a large orsmall 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(H) the person has day-to-day operational control of those
activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other state
permit or VSMP authority permit conditions (i.e., they are authorized to direct workers at a site to carry out activities required by the
stormwater pollution prevention plan or comply with other permit conditions). In the context of stormwater discharges from
Municipal Separate Storm Sewer Systems (MS4s), operator means the operator of the regulated MS4 system.
9VAC25-880-70. Part III. K. Signatory Requirements. Registration Statement. All Registration Statements shall be signed os follows:
a. For a corporation: by a responsible corporate officer. For the purpose of this chapter, a responsible corporate officer
means: (i) a president secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or
any other person who performs similar policy -making or decision -making functions for the corporation; or (ii) the manager
of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make management
decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major
capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term
compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or
actions taken to gather complete and accurate information for state permit application requirements; and where authority
to sign documents has been assigned or delegated to the manager in accordance with corporate procedures;
b. For a partnership or sale 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: N 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.
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 thepossibili of fing and imprisonment for knowing violations."
Printed Name:
Signature (signed in ink):
Date Signed:
Section VI. Submittal Instructions. Submit this form to the VSMP Authority. If the locality is the VSMP Authority, please
send your Registration Statement submittal directly to the locality; do NOT send this form to DEQ. A list of local VSMP
Authorities is available here: VSMP Authorities.
If DEQ is the VSMP Authorityplease send to: If the locality is the VSMP Authority, please send to:
Department of Environmental Quality
Office of Stormwater Management Suite 1400
PO Box 1105
Richmond VA 23218
const ructionapC@deg.vi rgi n ia.goy
Rev 11/2020 PAGE 3 16
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 INSTRUCTIONS
PLEASE DO NOT PRINT OR SUBMIT
This Registration Statement is for coverage under the General VPDES Permit for Discharges of Stormwater from Construction Activities. This form
covers the following permit actions: new permit issuance, existing permit modification with an increase in acreage, existing permit modifications
that result in a plan modification but do not result in an increase in disturbed acreage, and reissuance of an active permit coverage.
Application type. Select NEW PERMIT ISSUANCE to obtain a new permit coverage. Modifications are for modifying an existing, active permit
coverage. Select MODIFICATION WITH ACREAGE INCREASE when the previously approved acreage(s) increases (permit modifications are not
performed for decreases in acreage unless they result in plan changes — see Modification WITHOUT Acreage Increase). Select MODIFICATION
WITHOUT ACREAGE INCREASE when there is a change to the site design resulting in a change to the approved plans with no increase in acreage(s)
Select EXISTING PERMIT REISSUANCE to extend an expiring permit coverage for the next permit cycle and include the existing permit number.
Section I. Operator/Permittee Information.
A. Construction Activity Operator (Permittee). The person or entity that is applying for permit coverage and will have operational control over
construction activities to ensure compliance with the general permit. For companies, use the complete, active, legal entity name as registered with
a state corporation commission. Entities that are considered operators commonly consist of the property owner, developer of a project (the party
with control of project plans and specifications), or general contractor (the party with day-to-day operational control of the activities at the project
site that are necessary to ensure compliance with the general permit). If an individual person is listed as the operator, that person (or a legal
representative of) must sign the certification in Section V. An operator may be one of the following:
9VAC25-870-10. Definitions.
"Operator" means the owner or operator of any facility or activity subject to the Act and this chapter. In the context of stormwater associated with a
large or small construction activity, operator means any person associated with a construction project that meets either of the following two
criteria: (i) the person has direct operational control over construction plans and specifications, including the ability to make modifications to those
plans and specifications or (if) 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 V5MP authority permit conditions (i.e., they are authorized to direct
workers at a site to carry out activities required by the stormwater pollution prevention plan or comply with other permit conditions). In the context
of stormwater discharges from Municipal Separate Storm Sewer Systems (MS4), operator means the operator of the regulated MS4 system.
"Owner" means the Commonwealth or any of its political subdivisions including, but not limited to, sanitation district commissions and authorities,
and any public or private institution, corporation, association, firm or company organized or existing under the laws of this or any other state or
country, or any officer or agency of the United States, or any person or group of persons acting individually or as a group that owns, operates,
charters, rents, or otherwise exercises control over or is responsible for any actual or potential discharge of sewage, industrial wastes, or other
wastes or pollutants to state waters, or any facility or operation that has the capability to alter the physical, chemical, or biological properties of
state waters in contravention of § 62.1-44.5 of the Code of Virginia, the Act and this chapter.
"Person" means any individual, corporation, partnership, association, state, municipality, commission, or political subdivision of a state,
governmental body, including a federal, state, or local entity as applicable, any interstate body or any other legal entity.
B. May we transmit correspondence electronically? If you choose YES to this question and provide an email address in Section I. A., all
correspondence, forms, invoices and notifications will be transmitted by email to the operator. This will also give the operator the ability to pay by
credit card and to receive Dermit coverage aooroval letters immediately uoon Dermit aooroval.
Section II. Construction Activity Information.
A. A site map indicating the location of the existing or proposed land -disturbing activities, the limits of land disturbance, construction entrances
and all water bodies receiving stormwater discharges from the site must be included with the submittal of this form. Aerial imagery maps or
topographic maps showing the required items are acceptable. Plan sheet sized site maps are not required. Please consult your VSMP authority if
you have additional questions regarding site map requirements.
B. Construction Activity Name and location. Provide a descriptive project name (it is helpful to use the same naming convention as listed on the
Stormwater Management plans), 911 street address (if available), city/county of the construction activity, and the 6-digit latitude and longitude in
decimal degrees format for the centroid, main construction entrance or start and end points for linear projects (i.e. 37.1234N/-77.1234W).
C. Acreage totals for all land -disturbing activities, on- and off -site, to be included under this permit. Acreages are to be reported to the nearest
one -hundredth acre (two decimal places; i.e. 1.15 acres). Provide the total acreage of the primary development site as approved on the
Stormwater Management Plans and the primary on -site estimated acreage to be disturbed by the construction activity as approved under the
Erosion and Sediment Control Plans. The off -site estimated area to be disturbed is the sum of the disturbed acreages for all off -site support
activities to be covered under this general permit. Do not include the off -site acreage totals in the primary, on -site total and estimated disturbed
acreage totals. Permit fees are calculated based on your disturbed acreage total for all on- and off -site areas being disturbed under this permit
coverage (the sum of all on -site and off -site disturbed acreages).
D. Property owner status. The status of the construction activity property owner. Any property not owned by a government entity or agency (i.e.
federal, state or local governments) is PRIVATE.
Rev 11/2020 PAGE 4 16
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 INSTRUCTIONS
PLEASE DO NOT PRINT OR SUBMIT
E. Nature of the construction activity description. Choose the designation that best describes the post -construction use of this project (you may
choose more than one). (i.e. Residential, Commercial, Industrial, Agricultural, Environmental, Educational, Oil and Gas, Utility, Transportation,
Institutional, etc.). Describe the post -construction use of the project (i.e. Commercial — one new office building and associated parking and
utilities; Transportation — Linear roads, sidewalks and utilities; Agricultural-3 Poultry Houses, etc.).
F. Municipal Separate Storm Sewer System (MS4) name(s) if discharging to a MS4. If stormwater is discharged through a MS4 (either partially or
completely), provide the name of the MS4(s) that will be receiving water from this construction activity. The MS4 name is typically the town, city,
county, institute or federal facility where the construction activity is located.
G. Estimated project dates. Provide the estimated project start date and completion date in Month/Day/Year or MM/DD/YYYY format (i.e.
07/30/2019).
H. Is this construction activity is part of a larger common plan of development or sale? "Common plan of development or sale" means a contiguous
area where separate and distinct construction activities may be taking place at different times on different schedules per 9VAC25-870-50.
Definitions. Le. a subdivision, commercial development, business park, etc.
I. 6th Order Hydrologic Unit Code (HUC) and associated Receiving Water Name(s). Provide all 6th order HUCs and receiving waterbody names, for
the primary site and any Off -site areas included under this permit coverage, that could potentially receive stormwater runoff discharging from this
activity. The HUC can be either a 12-digit number (i.e. 0208010101) or 2-letter, 2-number code (i.e. JL52). Include additional HUCs or receiving
waters on a separate page. You may utilize DEQ!s web -based GIS application, VEGIS, to obtain this information.
• VEGIS application link: DEas VEGIS Mapping Application
• Instructions for utilizing DE(Xs VEGIS application link: CGP-GIS HUC Instructions
Section III. Off -site Support Activity Location Information.
This general permit also authorizes stormwater discharges from support activities (e.g., concrete or asphalt batch plants, equipment staging yards,
material storage areas, excavated material disposal areas, borrow areas) located on -site or off -site provided that (i) the support activity is directly
related to a construction activity that is required to have general permit coverage; (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 state, federal, and local approvals are obtained for the support activity.
Off -site activity name and location information. Provide a descriptive off -site project name, 911 street address (if available), construction entrance
location (address or decimal degrees coordinates and description), city/county and the 6-digit latitude and longitude in decimal degrees (i.e.
37.1234N, 77.1234W) of all off -site support activities. Indicate whether the off -site support activity will be covered under this general permit or a
separate VPDES permit.
If excavated material (i.e., fill) will be transported off -site for disposal, the name and physical location address, when available, of all off -site
excavated material disposal areas including city or county; 6-digit latitude and longitude in decimal degrees (i.e. 37.1234N, 77.1234W) and the
contents of the excavated material.
List additional off -site areas to be included under this permit coverage on a separate page. Off -site areas not included on this registration will need
to obtain coverage under a separate VPDES permit.
Section IV. Other Information.
A. A stormwater pollution prevention plan (SWPPP) must be prepared prior to submitting the Registration Statement per 9VAC25-880. See
9VAC25-880-70. Part II. of the General Permit for the SWPPP requirements.
B. If the Erosion and Sediment Control Plan for the estimated area to be disturbed listed in Section II. C. has been submitted to the VESC Authority
for review and plan approval, choose YES. If you are submitting this application to reissue an existing permit coverage, please provide the date that
the VESC Authority approved the Erosion and Sediment Control Plan for the estimated area to be disturbed.
C. If land disturbance has commenced, choose YES. "Land disturbance" or "land -disturbing activity" means a man-made change to the land surface
that may result in soil erosion or has the potential to change its runoff characteristics, including construction activity such as the clearing, grading,
excavating, or filling of land per §62.1-44.15:24. Definitions.
D. If this project is using approved Annual Standards and Specifications (AS&S), attach the completed AS&S Entity Form.
If the AS&S Entity is different from the operator identified in Section I. A., list the AS&S Entity Name. The AS&S entity is the entity or agency that
holds the approved annual standards & specification. Please indicate if this project is also requesting a plan waiver.
• AS&S Entity Form link: Annual Standards and Specifications Entity Information Form
Rev 11/2020 PAGE 5 16
CONSTRUCTION GENERAL PERMIT (VAR10) REGISTRATION STATEMENT 2019 INSTRUCTIONS
PLEASE DO NOT PRINT OR SUBMIT
E. Billing information. If the person or entity responsible for billing/invoicing is different from the operator, please complete this section. If they
are the same, leave this section blank.
Section V. Certification.
A properly authorized individual associated with the operator identified in Section I. A. of the Registration Statement is responsible for certifying
and signing the Registration Statement. A person must physically sign the certification, a typed signature is unacceptable. State statutes provide
for severe penalties for submitting false information on the Registration Statement. State regulations require that the Registration Statement be
signed as follows per 9VAC25-880-70 Part III. K. 1.:
a. For a corporation: by a responsible corporate officer. For the purpose of this part a responsible corporate officer means:
(i) A president secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who
performs similar policy -making or decision -making functions for the corporation, or
(H) 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 far the overall operations of a principal geographic unit of the agency.
Section VI. Submittal Instructions.
Submit this form to the VSMP Authority that has jurisdiction for your construction activity. The VSMP Authority maybe either DEQ or your locality
depending on the location and type of project. If your project is under the jurisdiction of a Local VSMP Authority, please contact the locality for
additional submittal instructions. A blank area is provided for the Local VSMP Authority's mailing address.
Who is the VSMP Authority for my orofect? DEQ or the locality?
• DEQ: DEQ is the VSMP Authority and administers permit coverage for land -disturbing activities that are:
➢ within a locality that is not a VSMP Authority;
➢ owned by the State or Federal government; or
➢ utilizing approved Annual Standards and Specifications.
• The Locality: The local government (locality) is the VSMP Authority and administers permit coverage for all other projects not covered by DEQ
as listed above. For these projects, please submit permit forms directly to the Local VSMP Authority. A list of Local VSMP Authorities is
available on DEQ's website here: Local VSMP Authority List.
www.deg.virginia.gov/Progra mslwate r/Sto rmwaterM a nageme nt/VSM PPerm its/ConstructionGenera I Perm it. aspx
Email the completed and signed form to:
constructiongp@deg.virginia.gov
Rev 11/2020 PAGE 6 16
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.)
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 3. Mature of activity
THIS PLAN IS FOR A DRIVEWAY TO A FUTURE SINGLE-FAMILY HOME. THE DRIVEWAY IS LOCATED OFF OF AN EXISTING GRAVEL
DRIVEWAY THAT CONNECTS TO FREE UNION RD.
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 4. Erosion and Sediment Control Plan.
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
VS M P PLAN
LEGEND
EXISTING
0
---310---
-------
10------
311.5
x
311.5
TC x
311.5
TW x
311.5
BW x
e
IN
NEW
10
1.00'
0-
)0
o
57X'C
57X"'
57XB"
O♦
RD
RD
O
�O
S
S
W
- W
GAS
GAS
DESCRIPTION
BENCHMARK
SITE PROPERTY LINE
ADJACENT PROPERTY LINE
VACATED PROPERTY LINE
BUILDING SETBACK
PARKING SETBACK
ACCESS EASEMENT
PARKING COUNT
DIMENIONS
GRADING EASEMENT
INDEX CONTOUR
INTERVAL CONTOUR
SPOT EVELVATION
TOP OF CURB ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
RETAINING WALL
STAIRS
BUILDING
ROAD -EDGE OF PAVEMENT
ROAD- CENTERLINE
ROAD -FRONT OF CURB
ROAD BACK OF CURB
CG-2 STANDARD 6" CURB
CG-6 STANDARD 6" CURB AND GUTTER
CG-12 STANDARD ACCESS RAMP
SIDEWALK
BIKE PARKING
PARKING SURFACE
CROSSWALK
HANDICAP ACCESSIBLE AISLE
HANDICAP PARKING
CONCRETE/PAVEMENT-SIDEWALK
RIPRAP
ASPHALT
GRASS
EC-3 MATTING
EC-2 MATTING
WETLAND
TREELINE
FENCE
STREAM
UTILITY EASEMENT
UTILITY POLE
LIGHT POLE
OVERHEAD UTILITY
OVERHEAD UTILITY GUY
MANHOLE
STORM LINE
ROOF DRAIN
DRAIN INLET
DRAINAGE EASEMENT
STORM DRAINAGE EASEMENT
SEWER LINE
SANITARY EASEMENT
WATER LINE
WATER METER
WATER VALVE AND BOX
FIRE HYDRANT
WATER EASEMENT
GAS LINE
OWNER
(TMP 7-46)
Wright, William P. A. & Ashleigh E. Owens
720 Garth Field Ln
Charlottesville VA, 22901
OPERATOR
ZONING
RA
DISTRICT
White Hall
LEGAL REFERENCE
Tax Map 7 Parcel 46
DB 5389 PG 687
SITE COORDINATES
38.228197,-78.588671
STORMWATER FACILITY COORDINATES
38.228018,-78.588040
STORMWATER FACILITY MAINTENANCE REQUIREMENTS
MAINTENANCE SHALL BE PERFORMED FOR THE POND AS INDICATED BELOW:
1. SEASONAL INSPECTION OF ALL INLETS FOR BLOCKAGES.
2. SEASONAL INSPECTION OF PRIMARY SPILLWAY FOR BLOCKAGES.
3. ANNUAL INSPECTION OF SIDE SLOPES AND POND BOTTOM FOR EROSION. IF EROSION IS IDENTIFIED,
STABILIZE THE AREA IMMEDIATELY.
4. ANNUAL INSPECTION OF OUTLET PROTECTION RIPRAP FOR EROSION. IF EROSION IS IDENTIFIED, STABILIZE
THE AREA IMMEDIATELY.
5. SEASONALLY MOW THE BANK OF THE POND TO PREVENT WOODY VEGETATION GROWTH.
EXISTING USE
Residential Land
PROPOSED USE
New Single Family Residence
LAND USE SCHEDULE
EXISTING
SF
AC
%
Impervious Area
0.0
0.00
0.0%
Wood/Managed Turf
1,528,956
35.10
100.00%
Total
1,528,956
35.10
100.0%
PROPOSED
SF
AC
Building
0
0.00
0.0%
Pavement
17,919
0.41
1.2%
Impervious Area
0
1,511,037
0.00
0.0%
Wood/Managed Turf
34.69
98.8%
Total
35.10
528 956
1,5
100.0%
Limits of Disturbance = 2.32 Acres
SOURCE OF BOUNDARY AND TOPOGRAPHY
BOUNDARY & TOPOGRAPHIC INFORMATION PROVIDED BY:
Roger w. Ray & Assoc. INC
663 Berkmar Ct
Charlottesville, VA 22901
434-293-3195
FIELD & AERIAL SURVEY PERFORMED: MAY 20, 2020
Benchmark & Datum: NAD83 VIRGINIA STATE PLANE SOUTH
NAVD 88
6889 FREE
UNION RD
W P02021-00036
TAX MAP 7, PARCEL 46
ALBMARLE COUNTY, VIRGINIA
VICINITY MAP SCALE: 1"=500'
Map provided by Google.com
SHEETINDEX
C1 COVER SHEET
C2 EXISTING CONDITIONS
C3 SITE, UTILITY & GRADING PLAN
C4 SWM PLAN
CS EROSION & SEDIMENT CONTROL NARRATIVE
C6 EROSION & SEDIMENT CONTROL PLAN PH 1
C7 EROSION & SEDIMENT CONTROL PLAN PH 2
C8 EROSION & SEDIMENT CONTROL DETAILS
C9 SITE DETAILS
SHIMP
ENGINEERIN 32
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JHSTIN@SHHHP-ENGINEERING.COM
Z3
U
VSMP PLAN FOR
6889 Free Union Rd
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2021.06.30
REVISION:
2021.08.05
2021.09.15
COVER SHEET
20.072
C1
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PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS TO BUILD A DRIVEWAY FOR A SINGLE
FAMILY HOME.
THE TOTAL AREA OF DISTURBANCE IS 2.32 ACRES.
THE PROJECT INVOLVES THE FOLLOWING WORK ACTIVITIES:
1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE EROSION &
SEDIMENT CONTROL PERMITTING REQUIREMENTS AND MAINTAIN ALL EROSION
& SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS.
2. INSTALLATION OF TEMPORARY AND PERMANENT EROSION AND SEDIMENT
CONTROL MEASURES AS SHOWN ON THE PLAN AND DETAILS.
3. GRADING AND PLACEMENT OF FILL SHALL BE IN GENERAL ACCORDANCE
WITH THE PLAN.
4. ESTABLISHMENT OF PERMANENT STABILIZATION OF ALL DISTURBED AREAS..
5. CONSTRUCTION OF DRIVEWAY, SIDEWALKS, AND BUILDING PADS AS SHOWN
ON THE SITE PLAN.
EXISTING SITE CONDITIONS
THE SITE IS A PARTIALLY CLEARED, WOODED VACANT LOT DEFINED BY
REGULARLY SLOPING TOPOGRAPHY.
ADJACENT PROPERTIES
ADJACENT PROPERTIES ARE SIMILAR CHARACTER TO THIS SITE.
OFF -SITE AREAS
ANY OFFSITE ACTIVITIES WILL BE FROM SITES WITH APPROVED EROSION
CONTROL PLANS. NO OFFSITE SOIL ACTIVITY ANTICIPATED.
SOILS
THIS SITE CONTAINS THE FOLLOWING SOIL TYPES BASED ON NRCS SOIL MAPS
FOR ALBEMARLE COUNTY VIRGINIA:
1 - CHESTER LOAM, USG: B
2 - CHESTER VERY STONY LOAM, USG: B
3 - HAYESVILLE LOAM, USG: B
CRITICAL EROSION AREAS
CRITICAL EROSION AREAS EXIST WITHIN THE STREAM BUFFERS. NO WORK
WILL BE PERFORMED WITHIN THE STREAM BUFFERS.
EROSION & SEDIMENT CONTROLS
UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES
WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM
STANDARDS AND SPECIFICATIONS AS SET FORTH IN THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK, LATEST EDITION. THE MINIMUM STANDARDS OF
THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS SHALL BE
ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY VARIANCE.
CONSTRUCTION ENTRANCE (PCE) - 3.02
INSTALL AND MAINTAIN A CONSTRUCTION ENTRANCE, AS NECESSARY, THAT
MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.02 AND CONFORMS WITH
THE REQUIREMENTS OF THE EROSION & SEDIMENT CONTROL PLAN.
SILT FENCE (SF) - 3.05
SILT FENCING WILL BE INSTALLED AS A FIRST STEP IN CONSTRUCTION
ACTIVITIES. LOCATION AND DETAILS ARE SHOWN ON THE PLANS.
INLET PROTECTION (IP) - 3.07
INLET PROTECTION MEASURES AROUND THE NEW INLETS SHALL BE
PROVIDED IN ACCORDANCE WITH STD. AND SPEC 3.07. SILT FENCE OR
TEMPORARY STONE APPLICATIONS SHALL BE APPLIED AS APPROPRIATE FOR
CURRENT GRADE CONDITIONS.
OUTLET PROTECTION (OP) -3.18
THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLING BASINS
BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER -CUTTING
FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE
STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS.
TEMPORARY SEDIMENT TRAP (ST) -3.13
A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN
EMBANKMENT WITH A STONE OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN
SEDIMENT LADEN RUNOFF FROM SMALL DISTURBED AREAS FOR ENOUGH TIME
TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. MAXIMUM
EFFECTIVE LIFE IS 18 MONTHS. ST. AND SEPC 3.13.
CHECK DAM (ST) -3.20
SMALL, TEMPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO
REDUCE THE VELOCITY OF CONCENTRATED FLOWS, REDUCING EROSION OF THE
SWALE OR DITCH. LIMITED TO USE IN SMALL OPEN CHANNELS WHICH DRAIN 10
ACRES OR LESS, SHOULD NOT BE USED IN LIVE STREAMS. STD. AND SPEC.
3.20.
PERMANENT STABILIZATION
TEMPORARY SEEDING (TS) - 3.31
TEMPORARY SEEDING SHALL BE APPLIED TO ALL DENUDED AREAS WITHIN
SEVEN (7) DAYS TO DENUDED AREAS THAT MAY OR MAY NOT BE AT FINAL
GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14
DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE WITH STD.
AND SPEC. 3.31.
PERMANENT SEEDING (PS) - 3.32
ALL DITCHES AND ADJACENT AREAS WITHIN 15 FT OF THE EDGE OF THE
DITCHES SHALL BE SEEDED IN CONFORMANCE WITH STD. AND SPEC. 3.32.
PERMANENT SEEDING SHALL BE APPLIED TO AREAS DELINEATED ON THESE
PLANS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY
PORTION OF THE SITE. PERMANENT SEEDING STABILIZES DISTURBED AREAS
AND ENHANCES THE BEAUTY OF THE SITE.
MULCHING (MU) - 3.35
APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE
SOIL SURFACE TO PREVENT EROSION AND FOSTER THE GROWTH OF
VEGETATION. ORGANIC MULCHES (STRAW) HAVE BEEN FOUND TO BE THE
MOST EFFECTIVE.
RESPONSIBLE LAND DISTURBER:
GENERAL NOTES
1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO THE
EXISTING UNDERGROUND UTILITIES AT OR CONTIGUOUS TO THE SITE ARE
BASED ON INFORMATION AND DATA FURNISHED TO THE OWNER AND
ENGINEER BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR OTHERS.
THE OWNER OR ENGINEER SHALL NOT BE RESPONSIBLE FOR THE
ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. THE
CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR CONFIRMING THE
ACCURACY OF THE DATA, FOR LOCATING ALL UNDERGROUND UTILITIES, FOR
COORDINATION OF THE WORK WITH OWNERS OF SUCH UNDERGROUND
UTILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION
THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE
WORK. ALL OF THESE CONDITIONS SHALL BE MET AT NO ADDITIONAL
COST TO THE OWNER. THE CONTRACTOR SHALL CONTACT "MISS UTILITIES"
OF VIRGINIA AT 1-800-552-7001 PRIOR TO THE START OF WORK.
2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., THE
CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO
PROTECT STRUCTURES FROM DAMAGE. REPLACEMENT OF DAMAGED
STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING
SITE STRUCTURES FROM DAMAGE AND COORDINATING WORK SO THAT THE
OWNER CAN MAKE NECESSARY ARRANGEMENTS TO MODIFY/PROTECT
EXISTING STRUCTURES FROM DAMAGES.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY
OWNERS, ADJACENT LAND OWNERS WHOSE PROPERTY MAY BE IMPACTED AND
THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO COMPLETING ANY
OFF -SITE WORK.
5. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK INVOLVING
EXISTING UTILITIES WITH UTILITY OWNERS, AT LEAST 72 HOURS PRIOR TO THE
START OF CONSTRUCTION.
6. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN
EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND
ENGINEER.
8. CONTRACTOR SHALL ADJUST ALL APPURTENANCES AS REQUIRED TO
MATCH NEW GRADES. THE EXACT LOCATION OF APPURTENANCES SHALL BE
COORDINATED WITH THE OWNER.
9. CONTRACTOR SHALL SUBMIT FOR THE APPROVAL OF THE OWNER
SUBMITTALS OF ALL SPECIFIED MATERIALS LISTED IN THE PLANS, TO
INCLUDE SHOP DRAWINGS, MANUFACTURER'S SPECIFICATIONS AND
LABORATORY REPORTS. THE OWNER'S APPROVAL OF SUBMITTALS WILL BE
GENERAL AND WILL NOT RELIEVE THE THE CONTRACTOR FROM THE
RESPONSIBILITY OF ADHERENCE TO THE CONTRACT AND FOR ANY ERROR
THAT MAY EXIST.
EROSION & SEDIMENT CONTROL NOTES:
1. ALL VEGETATIVE AND STRUCTURAL EROSION & SEDIMENT
CONTROL (E&S) PRACTICES WILL BE CONSTRUCTED AND
MAINTAINED IN ACCORDANCE WITH THE MINIMUM SPECIFICATIONS
OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
AND VIRGINIA REGULATION 9VAC25-840-40.
2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK
PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK
PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITY AND
ONE WEEK PRIOR TO FINAL INSPECTION. THIS REQUIREMENT CAN
BE WAIVED AT THE DISCRETION OF THE PLAN APPROVING
AUTHORITY.
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 MAINTAINED ONSITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS
OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT
LIMITED TO, OF -SITE BORROW OR WASTE AREAS), THE
CONTRACTOR SHALL SUBMIT A SUPPLEMENTRY EROSION AND
SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND
APPROVAL BY THE PLAN REVIEWING AUTHORTY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED BY THE PLAN REVIEWING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABALIZATION IS ACHEIVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO
AN APPROVED FILTERING DEVICE.
9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES PERIODICALY AND AFTER EACH RUN-OFF PRODUCING
STORM EVENT. ANY NECESSARY REPARIS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES
SHALL BE MADE IMMEDIATELY.
10. INSTALL AND MAINTAIN CONSTRUCTION ENTRANCES FOR ENTIRE
PROJECT AT ALL LOCATIONS WHERE VEHICLES ENTER/LEAVE THE
WORK AREA AND WHERE SOIL IS STOCKPILED.
11. MAINTAIN ALL EROSION AND SEDIMENT CONTROL UNTIL THE
COMPLETION OF FINAL STABILIZATION. UNLESS OTHERWISE NOTED
ON THE PLANS REMOVE ALL EROSION & SEDIMENT CONTROLS
FOLLOWING THE ESTABLISHMENT OF A PERMANENT VEGETATIVE
COVER AND COMPLETION OF FINAL STABILIZATION.
EROSION & SEDIMENT CONTROL PERMITTING
1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL
AND STATE EROSION AND SEDIMENT CONTROL PERMITS AND
MAINTAINING ALL EROSION AND SEDIMENT CONTROLS IN
ACCORDANCE WITH THE PERMIT REQUIREMENTS.
•Cu1G : u:►_ a ►1
SWIM QUANTITY:
STORMWATER QUANTITY COMPLIES WITH 9VAC25-870-66.B.3 AND
9VAC25-870-66.D THROUGH MEETING THE ENERGY BALANCE EQUATION
AND THE PROVISION OF SHEETFLOW RUNOFF FOR ALL DISTURBED AREAS.
THIS PROJECT WILL DISTURB AN AREA OF 2.32 ACRES WHERE ALL
AREAS OF THE SITE WILL EITHER BE ROUTED TO A DETENTION POND,
WHERE RUNOFF WILL BE RELEASED AT RATES THAT COMPLY WITH THE
ENERGY BALANCE EQUATION, OR BE GRADED TO ALLOW FOR SHEETFLOW
RUNOFF FROM THE REMAINING AREAS OF DISTURBANCE.
SWIM QUALITY:
STORMWATER QUALITY COMPLIES WITH 9VAC25-850 AND 9VAC25-870.
A STORMWATER MANAGEMENT AGREEMENT IN ACCORDANCE WITH
ALBEMARLE COUNTY WATER PROTECTION ORDINANCE, COUNTY CODE
CHAPTER 17, FOR SINGLE-FAMILY RESIDENCES IS REQUIRED.
MANAGEMENT STRATEGY AND SEQUENCE OF CONSTRUCTION
THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED
SEQUENCE OF CONSTRUCTION. REQUIRED PERMITS MUST BE IN -HAND BEFORE
WORK BEGINS:
PHASE 1
1. INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO
LEAVING THE SITE.
2. INSTALL SILT FENCE, DIVERSIONS AND SEDIMENT TRAPS.
3. INSTALL CULVERT AT INTERSECTION OF CLEAN WATER DIVERSION AND
DIVERSION DITCH TO ALLOW CLEAN WATER TO BYPASS SEDIMENT TRAP.
4. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND
APPROVAL OF ALL E&S CONTROL MEASURES.
PHASE 2
1. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING,
AND GRADING
2. MAINTAIN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION IS COMPLETED
AND AREA HAS ACHIEVED TEMPORARY STABILIZATION.
3. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING
AND PERMANENT SEEDING AS SHOW ON SHEET C6.
5. AS STORM STRUCTURES ARE CONSTRUCTED, INSTALL INLET PROTECTION AND
OUTLET PROTECTION.
6. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION
OF ALL SLOPES AND GRASSED AREAS.
7. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM CULVERTS AND SEDIMENT
TRAP.
8. ONCE SITE HAS REACHED STABILIZATION, CONTACT THE ENGINEER AND
ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL BEFORE REMOVAL OF
PERIMETER CONTROLS AND INSTALLATION OF THE LEVEL SPREADER.
CONSTRUCTION MAINTENANCE
THE FOLLOWING CONSTRUCTION MAINTENANCE PRACTICES SHALL BE FOLLOWED
AT THE SITE.
1. ALL E&S CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH
SIGNIFICANT RAIN EVENT. ALL DEFICIENCIES IDENTIFIED DURING THESE
INSPECTIONS SHALL BE CORRECTED AS SOON AS PRACTICABLE.
2. THE SILT FENCE BARRIER SHALL BE REGULARLY CHECKED FOR UNDERMINING,
DETERIORATION OR SIGNIFICANT EROSION. SEDIMENT SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN THE LEVEL OF SEDIMENT DEPOSITION
REACHES HALF THE HEIGHT OF THE CONTROL.
3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL MAINTENANCE
REQUIREMENTS SET FORTH IN THE CURRENT EDITION OF THE VIRGINIA
SEDIMENT AND EROSION CONTROL MANUAL, OTHER APPLICABLE
COMMONWEALTH OF VIRGINIA REGULATIONS AND THE PROJECT
SPECIFICATIONS.
4. ALL SEEDED AREAS WILL BE REGULARLY CHECKED TO ENSURE THAT A GOOD
STAND OF GRASS IS MAINTAINED.
5. ALL AREAS SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS
OF THIS E&S CONTROL PLAN.
ENVIRONMENTAL CONTROLS
1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL
MEASURES SO AS TO COMPLY WITH LOCAL ORDINANCES STATE AND FEDERAL
LAWS AND REGULATIONS APPLICABLE TO WATER POLLUTION IN WATERS OF
THE STATE AND IN INTERSTATE WATERS.
2. CONTRACTOR SHALL MINIMIZE THE POTENTIAL FOR AIR POLLUTION BY THE
USE OF EMISSION CONTROL EQUIPMENT ON CONTRACTOR OPERATED
EQUIPMENT, SHUT -DOWN OF MOTORIZED EQUIPMENT WHEN NOT IN USE, AND
ACTIVELY CONTROLLING DUST EMISSIONS THROUGHOUT THE PROJECT.
3. ANY WASTE DISCOVERED DURING THE PROJECT SHALL NOT BE MOVED WITH
OUT PRIOR AUTHORIZATION OF THE OWNER AND BE DIRECT -LOADED INTO
COVERED ROLL -OFF CONTAINERS FOR TEMPORARY STORAGE PRIOR TO
DISPOSAL IN A PERMITTED LANDFILL.
TABLE 3.32-D
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
Total lbs.
Per Acre
Minimum Care Lawn
- Commercial or Residential 175-200 lbs.
- Kentucky 31 or Turf -Type Tall Fescue 95-10090
- Improved Perennial Ryegrass 0.57c
- Kentucky Bluegrass 0-5%
Hieh-Maintenance Lawn 200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue 100%
General Slope (3:1 or less)
- Kentucky 31 Fescue 128 lbs.
- Red Top Grass 2 lbs.
Seasonal Nurse Crop ' 20 lbs.
150 lbs.
Low -Maintenance Slope (Steeper than 3:1)
- Kentucky 31 Fescue 108 lbs.
- Red Top Grass 2 lbs.
- Seasonal Nurse Crop ' 20 lbs.
- Crawnvetch '" 20 lbs'
150 lbs.
" Use seasonal nurse crop in accordance with seeding dates as stated below:
February 16th through April ...................... Annual Rye
May 1st through August 15tb ..................... Foxtail Millet
August 16th through October ...................... Annual Rye
November through February 15th ................... Winter Rye
" Substitute Sericea lespedeza for Crawnvetch east of Farmville, Va. (May
through September use hulled Sericea, all other periods, use unhulled Sericea).
If Flatpea is used in lieu of Crownvetch, increase rate to 30 lbs./acre. All legume
seed must be properly inoculated. Weeping Lovegram may be added to any slope
or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in
mixes.
PERMANENT
C5 Not To Scale
SEEDING (PS
MINIMUM STANDARDS (MS)-.
All applicable Virginia Erosion and Sediment Control Regulations and Minimum
Standards shall be adhered to during all phases of construction. These
include, but are not limited to the following:
1. STABILIZATION OF DENUDED AREAS:
Permanent or temporary soil stabilization shall be applied to bare areas
within seven days after final grade is reached on any portion of the site.
Temporary soil stabilization shall be applied within seven days to denuded
areas that may not be at final grade, but will remain dormant or
undisturbed for longer than 7 days. Permanent stabilization shall be
applied at areas that are to be left dormant for more than 1 year.
2. STABILIZATION OF SOIL STOCKPILES:
During construction of the project, soil stockpiles shall be stabilized or
protected with sediment trapping measures. The applicant is responsible for
temporary protection and permanent stabilization of all soil stockpiles on
site as well as soil intentionally transported from the project site.
3.PERMANENT VEGETATIVE COVER
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 achieve that, in the opinion
of the city Inspector, is uniform and mature enough to survive to inhibit
erosion.
4. TIMING & STABILIZATION OF SILT TRAPPING MEASURES:
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 OF EARTHEN STRUCTURES:
Stabilization measures shall be applied to earthen structures such as
dams, dikes and diversions immediately after installation.
& SEDIMENT TRAPS AND BASINS:
A sediment basin shall control surface runoff from disturbed areas that is
comprised of flow from drainage areas greater than or equal to three acres.
The sediment basin shall be designed and constructed to accommodate the
anticipated sediment loading for the land disturbing activity. The outfall
device or system device shall take into account the total drainage area
flowing through the disturbed area to be served by the basin.
7. CUT AND FILL SLOPES:
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.
& CONCENTRATED RUN-OFF DOWN CUT OR FILL SLOPES:
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.WATER SEEPS FROM A SLOPE FACE:
Whenever water seeps from a slope face, adequate drainage or other
protection shall be provided.
10.STORM SEWER INLET PROTECTION:
All storm sewer inlets that are made operable during construction shall
P 9
be protected so that sediment -laden water cannot enter the conveyance
system without first being filtered or otherwise treated to remove sediment.
11. STABILIZATION OF OUTLETS:
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. WORK IN LIVE WATERCOURSES:
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 the construction of causeways and cofferdams.
Earthen fill may be used for these structures if armored by nonerodible
cover materials.
13.CROSSING A LIVE WATERCOURSE:
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 materials shall be provided.
14. APPLICABLE REGULATIONS:
All applicable federal, state and local regulations pertaining to working in
or crossing live watercourses shall be met.
15.STABILIZATION OF BED AND BANKS
The bed and banks of a watercourse shall be stabilized immediately after
work in the watercourse is completed.
16.UNDERGROUND UTILITIES:
Underground utilities shall be installed in accordance with the following
standards in addition to other criteria:
a.No more than 500 linear feet of trench may be opened at one time
b.Excovated material shall be placed on the uphill side of trenches
c.Effluent for dewatering operations shall be filtered or passed through
approved sediment trapping device, or both, and discharged in a manner
that does not adversely affect flowing streams or offsite property.
d.Material used for backfilling trenches shall be properly compacted in order
to minimize erosion and promote stabilization.
e.Restabilization shall be accomplished in accordance with these regulations.
f. Applicable safety regulations shall be complied with.
17.CONSTRUCTION ACCESS ROUTES:
Where construction vehicle access routes intersect paved public roads,
provisions shall be made to minimize the transport of sediment by vehicular
tracking onto paved surfaces. Where sediment is transported on to a
public road surface, the road shall be cleaned thoroughly at the end of
each day. Sediment shall be removed 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 lots as well as to larger land disturbing activities.
18.TEMPORARY E&S CONTROL MEASURE REMOVAL:
All temporary erosion and sediment control measures shall be removed
within 30 days after final site stabilization or after temporary measures are
no longer needed, unless otherwise authorized by the local program
authority. Trapped sediment and the disturbed soil areas resulting from the
disposition of temporary measures shall be permanently stabilized to prevent
further erosion and sediment.
19.ADEQUACY OF RECEIVING CHANNELS:
Properties and waterways downstream from the development site shall be
protected from sediment deposition, erosion and damage, due to increases
in volume, velocity and peak flow rates of stormwater runoff for the stated
frequency storm of 24-hour duration.
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTF_SVRJE VA, 22902 JUSTIN@SHAtP-ENGINEERING.COM
U
V3
183
VSMP PLAN FOR
6889 Free Union Rd
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2021.06.30
REVISION:
2021.08.05
2021.09.15
FILE NO.
E & S NARRATIVE
20.072
C5
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SOIL EROSION
& SEDIMENT CONTROL SYMBOLS
SYMBOL
N0. TITLE
KEY
3.02 CONSTRUCTION ENTRANCE
PC
3.03 CONSTRUCTION ROAD STABILIZATION
CRS
—x —x —x —x
— 3.05 SILT FENCE
SF
3.09 TEMPORARY DIVERSION DIKE
DD
[DRAWN TO SCALE]
3.13 TEMPORARY SEDIMENT TRAP
ST
3.18 OUTLET PROTECTION
OP
TS
3.31 TEMPORARY SEEDING
TS
PS
3.32 PERMANENT SEEDING
PS
V�
3.35 MULCH
MU
D�
3.39 DUST CONTROL
DC
�"�"�"� LIMITS OF DISTURBANCE
SEDIMENT TRAP DRAINAGE AREA
SEQUENCE OF CONSTRUCTION
PHASE 1
1. INSTALL CONSTRUCTION
ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE
SITE.
2. INSTALL SILT FENCE, DIVERSION AND SEDIMENT TRAP.
3. CONTACT THE ENGINEER
AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL
E&S CONTROL MEASURES.
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TABLE 3.31-B
ACCEPTABLE
TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Rate
Planting Dates
54ecie
(lbs./acre)
Sept. 1 - Feb. 15
50/50 Mix of
Annual Ryegrass
(Lolium multi-florum)
&
so- 100
Cereal (Winter) Rye
(Secale cereale)
Feb. 16 - Apr. 30
Annual Ryegrass
60 - 100
(Lolium multi-florum)
May 1 - Aug 31
German Millet
50
(Setaria italica)
Source: Va. DSWC
1 )TEMPORARY SEEDING (TS
C8 Not To Scale
ORGANIC MULCH MATERIALS AND APPLICATION RATES
RATES:
MULCHES:
NOTES:
Per Acre
Per 1000 sq. ft.
Straw or Hay
12 - 2 tons
70 - 90 lbs.
Free from weeds and coarse
(Minimum 2
matter. Must be anchored.
tons for
Spread with mulch blower or
winter cover)
by hand.
Fiber Mulch
Minimum
35 lbs.
Do not use as mulch for
1500 lbs.
winter cover or during hot,
dry periods.* Apply as
slurry.
Corn Stalks
4 - 6 tons
185 - 275 lbs.
Cut or shredded in 4-6"
lengths. Air-dried. Do not
use in fine turf aeras. Apply
with mulch blower or by
hand.
Wood Chips
4 - 6 tons
185 - 2751bs.
Free of coarse matter. Air-
dried. Treat with 12 lbs
nitrogen per ton. Do not
use in fine turf areas. Apply
with mulch blower, chip
handler, or by hand.
Bark Chips
50 - 70 cu.
1-2 cu. yds.
Free of coarse matter. Air -
or
yds.
dried. Do not use in fine
Shredded
turf areas. Apply with
Bark
mulch blower, chip handler,
or by hand.
* When fiber mulch is the only available mulch during periods when straw
should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft.
3 MULCHING MU
C8 Not To Scale
DITCH SECTION
DITCH
MATTING
CHANNEL
DEPTH
CHANNEL
WIDTH (ft)
CHANNEL
SIDE SLOPE
2-YR
VELOCITY
10-YR
DEPTH
1
EC-2
1
6
3:1
2.06
0.28
2
EC-2
1
6
3.1
3.35
1 0.59
3
EC-3
1
6
3:1
4.88
0.68
4
EC-2
1
6
3:1
2.40
0.20
5
EC-3
1
6
3:1
5.30
0.67
6
EC-2
1
6
3:1
2,94
0.28
Wdth
2 TYPICAL DITCH DETAIL
C8 Not To Scale
ROCK CHECK DAM
2-10 ACRES OF DRAINAGE AREA:
8"
VDOT #1
COARSE AGGREGATE
FLOW
SOURCE: VA. DSWC
27 3,
I RIPRAP
PLATE. 3.20-1
7 1 Coarse Spray
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
FLOW]
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
TABLE 3.39-A
ADHESIVES USED FOR DUST CONTROL
Water
Application
Dilution
Type of
Rate
Adhesive
(Adhesive: Water)
Nozzle
Gallons/Acre
Anionic
Asphalt Emulsion
7:1
Coarse Spray 1,200
Latex Emulsion
12.5:1
Fine Spray
235
Resin in Water
4:1
Fine Spray
300
Acrylic Emulsion
(Non -Traffic)
Acrylic Emulsion
(Traffic) 3-5.1 Coarse Spray
DUST CONTROL (DC)
C8 Not To Scale
CULVERT INLET
PROTECTION
450
350
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
FLOW
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
r5 'N� SILT FENCE (SF)
C$ / Not To Scale
DISTANCE IS 6' MINIMUM IF FLOW
IS TOWARD EMBANKMENT
FLOW
USE STONE FOR ALL CULVERTS
*OPTIONAL STONE COMBINATION
FLOW
- � z.s
VDOT p3, #357, #5, #56 OR #57 COARSE AGGREGATE
TO REPLACE SILT FENCE IN " HORSESHOE " WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
CLASS I RIPRAP
ORIGINAL
1 Z
GROUND
ELEV.
EL=C Top Surface Area
1.0'
DRY STORAGE D2 H
87 CU. YDJACRE N
EL=B
WET STORAGE
67 CU. YDJACRE
D1
(EXCAVATED)
FILTER CLOTH ORIGINAL
GROUND
EL=A Bottom Surface Area
"SEE PLATE 3.13-1
COARSE AGGREGATECLASS I RIPRAP
CROSS SECTION OF OUTLET
CLASS I RIPRAP
LENGTH (IN FEET) _
AREA
%AC
�-
)AINAGE
(IN
DIVERSION
DIKE
*14
COARSE AGGREGATE
!
EXCAVATED Ell R CLOTH
AREA ��
**COARSE
AGGREGATE SHALL
BE VDOT #3, #357 OR #5
OUTLET (PERSPECTIVE
VIEW)
Sediment Trap Design Data
Weir
Wet
Wet Vol.
Bottom
Dry
Dry Vol.
Top SA
No.
A
B
C
H (ft.)
Z (R)
Length
(A)
Vol.
(R)
Cy
SA (sq.
Vol.
(ft2
)
Cy
(sq. R.)
(ft.)
(Req.)
(Prov.)
R.)
(Req.)
(Prov.)
1
715.0
718.0
720.0
3.0
2.0
4.5
0.68
47.6
3.0
51.0
330.0
47.6
2.0
60.4
1044.0
2
703.0
706.0
708.0
3.0
3.0
7.02
1.17
78.4
3.0
79.2
551.0
78.4
2.0
85.0
1419.0
3
814.0
817.0
819.0
3.0
2.0
1.44
0.22
14.7
3.0
16.9
80.0
14.7
2.0
27.9
528.0
PIPE OUTLET CONDITIONS
A A.
'IPE OUTLET TO FLAT
REA WITH NO DEFINED
HANNEL
d
SECTION A -A FILTER CLOTH MY M 6--9"; RECOMMENDED FOR ENTIRE PERIIETER
3do (MIN.)
PIPE OUTLET TO WELL
Nam
DEFINED CHANNEL
PLAN VIEW
L a
D% -
d
SECTION A -A
FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN B INCHES.
Source: Va. DSWC
Plate 3.18-1
10% SETTLEMENT
0.3' FREE BOARD
FLOW DEPTH
10NIIC�bIVIMYIf[t'J
TYPICAL VEE-SHAPED DIVERSION
:7:) CLEAN WATER DIVERSION CWD
C$ Not To Scale
10% SETTLEMENT
0.3' FREE BOARD
TYPICAL VEE-SHAPED DIVERSION
8 )TEMPORARY DIVERSION (DV)
C$ Not To Scale
6 TEMPORARY SEDIMENT TRAP ST
C$ Not To Scale
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
_PA ID L1117 S
912 E. HIGH ST. 434.227.5140
1 CHARLOTTF_SVH.LE VA, 22902 JUSTUJ@SUW-ENGHJEERING.COM
Outlet Protection Calculations
Pipe Outfall #
Q-10 (cfs)
La (ft)
W (ft)
Do (in)
Do ft
3Do ft
C1 - Culvert 1
3.71
8
9.25
15
1.25
3.75
C2 - Culvert 2
5.42
8
9.25
15
1.25
3.75
C3 - Culvert 3
7.53
9
10.25
15
1.25
3.75
C4 - Culvert 4
9.75
12.5
14
18
1.5
4.5
STONE 70' MIN.
CONSTRUCTION
ACCESS 3" SM-2A ASPHALT TOP
//�^COURSF EXISTING
27 / 2% PAVEMENT
MIN. 21A AGGREGATE BASE
PROFILE
STONE 70' MIN.
CONSTRUCTION ASPHALT PAVED
ACCESS - F-ID WASHRACK
EXISTING
%c< 2% PAVEMEN
2% 12' MIN.*
f
*MUST EXTEND FULL WIDTH -V POSITIVE DRAINAGE
OF INGRESS AND EGRESS TO SEDIMENT
OPERATION TRAPPING DEVICE
PLAN
12' MIN. POSITIVE DRAINAGE
27 TO SEDIMENT
TRAPPING DEVICE
FILTER CLOTH)
SECTION A -A
A minfiniun water tap of 1 nlch must be installed with a i ni nimlun 1 inch ballcock
shutoff valve supplying a wash )lose with a diameter of 1.5 inches for adequate
constant pressure. 'v'v'ash water must be carried away from the entrance to an
approved settling area to remove sedHnent. All Sediment shall be prevented from
entering stoma drains, ditches or watercourses.
PAVED WASH RACK
NO SC.A_E
U
V3
183
VSMP PLAN FOR
6889 Free Union Rd
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2021.06.30
REVISION:
2021.08.05
2021.09.15
FILE NO.
AVED CONSTRUCTION ENTRANCE (PCE) E & S Control Details
Not To Scale
20.072
s ROCK CHECK DAM 10 ) 11 OUTLET PROTECTION OP
C$ Not To Scale CS Not To Scale C$ Not To Scale C8
ROAD CENTERLINE
M
U
TYPE 1 EC -
OR EC-3 (SE
DETAIL 2 C
SHEET C('
)TYP. DRIVEWAY SECTION
,9 J Not To Scale
.0'
)NE
MIN. CBR = 6.0 TO BE FIELD VERIFIED
SHIMP
ENGINEERIN G12.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTE_SVH.I.E VA, 22902 JUSTIN@SIENP-ENGINEERING.COM
U
V3
183
VSMP PLAN FOR
6889 Free Union Rd
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2021.06.30
REVISION:
2021.08.05
2021.09.15
FILE NO.
Site Details
20.072
C9
Section 5. Stormwater Management Plan
1. ALL ONSITE RUNOFF SHALL BE ROUTED INTO A DETENTION POND AT RATES THAT COMPLY WITH 9VAC25-870-66-B(3).
SINCE RUNOFF RATES MEETS THE ENERGY BALANCED EQUATION, NO DOWNSTREAM ANALYSIS IS REQUIRED.
2. WATER QUALITY WILL BE ADDRESSED WITH A STORMWATER MANAGEMENT AGREEMENT FOR SINGLE-FAMILY
HOMES PER ALBEMARLE COUNTY CODE 17-403-B, WHICH STATES, "Agreement in lieu of a stormwater management plan.
Notwithstanding subsection (A), if the land disturbing activity is for the purpose of establishing a single family dwelling
unit, the administrator may allow an agreement in lieu of a Stormwater management plan for the land disturbing activity
required for constructing the dwelling."
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
SHIMP ENGINEERING, P.C.
Design Focused Engineering
September 15, 2021
Engineering Review
Albemarle County
Department of Community Development
401 McIntire Road
Charlottesville, VA 22902
APPROVED
by the Albemarle County
Community Pe a 1ment Department
Date J/
File WP0202100036
Regarding: WPO 20200036 6889 Free Union Rd VSMP — SWM Calculation Packet
Dear Emily,
Enclosed is the stormwater calculation packet for 6889 Free Union Rd. The development property has an
area of 2.32 acres and a disturbed area of 2.32 acres. The project is a private development of a site. The proposed
stormwater design meets water quality requirements set forth in 9VAC25-870-65 and water quantity requirements
set forth in 9VAC25-870-66-B(3) and 9VAC25-870-66-C.
SWM Quality
SWM Quality is satisfied by providing a Stormwater Management Agreement for the development. Per
Albemarle County Code 17-403-B, a Stormwater Management Agreement can be provided in lieu of stormwater
quality treatment for single-family developments. No other treatment is required.
SWM Quantity
SWM Quantity is satisfied by analyzing concentrated runoff from the development at 1 Point Of Analysis
(POA) within a channel downstream of the development property. 9VAC25-870-66-B(3) requires that
concentrated runoff from development at each POA meet the energy balance equation. To achieve this, most
concentrated runoff from the site will be routed to a detention pond which discharges to the POA. The runoff
from the detention to the POA meets the energy balance equation. 9VAC25-870-66-C requires that the post-dev
10-year runoff at the POA not exceed the pre-dev 10-yr runoff. This condition has also been satisfied. See table
below for summary.
POA
Pre-dev
Peak Runoff
Max. Allowed
Peak Runoff
Post-dev
Peak Runoff
1-Yr
1.21 cfs
0.73 cfs
0.48 cfs
10-Yr
10.95 cfs
10.95 cfs
9.75 cfs
912 E. High Sr. Charlottesville, VA 22902 1434.227.5140 1 shimp-engineering.com
If you have any questions about this calculation packet please do not hesitate to contact me at: chrisgshimp-
engineering com or by phone at 434-299-9843.
Regards,
Chris Marshall, EIT
Shimp Engineering, PC
Contents:
Land Use Maps:
Pre-Dev Land Cover Map
Post-Dev Land Cover Map
Water Quantity Calculations:
Pre-Dev POA Drainage Map
Post-Dev POA Drainage Map Energy
Balance Equation
TOC Calculations
Predev HydroCAD Report
Postdev HydroCAD Report
Outlet Drainage Protection Spreadsheet
VDOT LD-268 Ditch Design
Independent Reports:
NOAA Precipitation Report
Excerpt from NRCS Soils Report
Of
I
f
/ f
36C
HSG B
7-46
00
SOME
12
ol
LOD = 2.32 AC
.. . i.'/.
14C
HSG B
•
-RMCAL SLOPE
/ •
' .�
`
`..
RMCAL SLOPE
r; '
j4.
7-47
N
m
q
11*
4---------------
i
b r
� N
I\ �
DISTURBED AREA: 2.32 AC
HSG B AREA: 2.32 AC
WOODS: 2.32 AC
IMPERVIOUS: 0 AC
50 100"1-- 1 0
Sc le: 1"=50
WRIGHT, WILLIAM P A &
ASHLEIGH E OWENS
D.S. 5510. PG. 59
T.P. 07-46C2
ZONED RA
10
36C
WRIGHT. WILLIAM P A
& ASHLEIGH E OWENS
D.a. 5510, PG. 59
T.P. 07-46C1
ZONED RA
moo
HSG B
ei
HSG B 6889 FREE UNION ROAD W
N POSTDEV VRRM MAP
I
7 46
1
Md
W
1
DITCH 5
141�
° kTC43
DIT Fj 4` ° ,. a RITICAL SLOPE
A
°a
W�' I 7-47
Q
1
DISTURBED AREA: 2.32 AC
HSG B AREA: 2.32 AC
0 TURF: 1.91 AC
IMPERVIOUS: 0.41 AC
50 ♦ 0 50 100 150
Scale: 1 "F50'
.I I \ I 1
I�
Ali
11----------------
---- - -
_
-- ----- --
`
--------- \ ,
_ — _
1 I 1 , L�i.p h ♦ '
- \ I
— 1a
7
PAO
/
I
,I
_ %/ I. '� / %/; l i \, it 1 ;' I I � l i, `>. \ \``. ♦ � - - ,;/„
1 \
' 111 �`1}' ✓f . --- `PRE` DEVELOPMENT DA\=`\ 7.19 AC _ ■ I! / '%/%%%'- ,
r
-----\k14V41
,
I�
\
\ I
,- /
/x - - - - ---------
f
I �lll
_ I
,f -'
\ \`` -- L- -'/- , -'"-`-i' ,`\-� ,
r,
II
1 '
\ =
- -
-------------
\ /
``•` `\ // __ L , , , , / i l i i i , ` 1 ' y\'`rr, `` \----------------- - -
j
- _
/i I
I.
,
/ —
-----------------
- v —
\ M I
PDA
I
6889 Free Union Rd
PREDEV POA
DRAINAGE MAP
PREDEV DRAINAGE AREA
DRAINAGE AREA TO POA:
7.19 AC
HSG B AREA: ALL
WOODS: 4.05 AC
MANAGED TURF: 3.14 AC
IMPERVIOUS: 0.00 AC
TOC: 21.0 MIN
✓Y'
100 200 300
/
I
1
I
1
/j,
It
-- - _- -
! :y
\\ -
i
---------------------
--__ '
\ \ ,
6889 Free Union Rd
POSTDEV POA
DRAINAGE MAP
POSTDEV DRAINAGE AREA
DRAINAGE AREA TO POA:
7.96 AC
HSG B AREA: ALL
WOODS: 4.18 AC
MANAGED TURF: 3.37 AC
IMPERVIOUS: 0.41 AC
TOC: 13.8 MIN
100 200
.N
300
1
Energy Balance Equation Summary
1 6889 FREE UNION RD (POA)
Qddvelopedl� I.F. *i Qpre- developed *RVPre-Developed)/RVdeveloped
Qdeveloped� (Qforestetl RVforestetl) Rydeveloped
Predev Postdev
SITE AREA: 7.19 ac 7.96 ac
Qpre-develope( = 1.21
RVPre-Develof = O.188 Max Qdevela =
RVDeveloped = 0.250
1 0.73 cfs
Maximum Q10yr = 10.95cfs (predev) Achieved Q10yr = 9.75cfs
6889 FREE UNION RD
Time of Concentration Calculations - Predev
7
100 ft
overland flow
15.0%
slope
0.35
C-value
8.5
min
Seelye Chart
693 ft
s. c. flow
20.9%
slope
1.2 fps
velocity
9.6
min.
NEH Figure 15-4
490 ft
swale
35 ft
height
2.9
min.
Kirpich Chart
21.0
min.
6889 FREE UNION RD
Time of Concentration Calculations - Postdev
1
100 ft
overland flow
14.0%
slope
0.35
C-value
9.0
min
Seelye Chart
89 ft
s. c. flow -field
13.5%
slope
1.8 fps
velocity
0.8
min.
NEH Figure 15-4
1121 ft
swale
163 ft
height
4.0
min.
Kirpich Chart
13.8
min.
35
30
u
Paved 9
i 25
a
300
Bare
`
0
20
N
200 Soil
4
Poor
\
W
2
Grass
F
�Zuffoce
w
z
-
2
W
Average
r.9
0.5
W
W
Grass
V
z
0
0
J
15
/
H
a
80 Dense
\
a 2.0
(n/
/
z
�
Grass
° \
70
\
SA
z
F
a
(n
fi0
9 Nis.
O I
0
0
50
/
V
20
a
(Z
J
40
V
i0
V
30
9
W
z
J
8
20
7
10
6
OVERLAND FLOW TIME
i3cehc ('hzrU
Smite: Data Book for Civil Enmaeera E.E. Seelye
2
e
Y
II
Y.Iv'W (f9b)
1992
TRAVEL TIME FOR CHANNEL FLOW
(Kirpich Chart)
N (feet)
Soo
It (min.)
200
00
100
L (feet)
10000
fya9p)a
50
—
so
sago
Nate:
(1) for use with natural chsnMls,
10
(2) For s channels, witi Ply D00
�.
10
Nved
Tt by 5
g
5
' Soo
5
100
1
I
TIME OF CONCENTRATION OF SMALL DRAINAGE BASINS
Source: VDOT
V-13
Plate 5-3
Outlet Protection Calculations - Reference Nomograph 3.18-3
Pipe Outfall #
Q-10 Cfs
La ft
W ft
Do in
Do ft
3Do ft
d50 ft
d50 in
Depth in
Culvert 1
3.71
8
9.25
15
1.25
3.75
0.5
6
9
Culvert 2
5.42
8
9.25
15
1.25
3.75
0.5
6
9
Culvert 3
7.53
9
10.25
15
1.25
3.75
0.5
6
9
Culvert 4
9.75
12.5
13.75
15
1.25
3.75
0.5
6
9
00
CES::,Ni OF W-L-f PRatECTI-A F�CM A ROLYD PIPF f•IONI%G rJLL
*A;N: •N TA:LWA'E; C01431Tt ,.M 11.5 >[A1�ETEa) -
3
Mfet w Dc ' 4 t
Di neece", co f 1 I l� • . f ..
i c •
Tter 0. SGp
OA
vA
III � :1 :. . . ... I • 1 � � - • •
EL
if _. _ (. 1 :. r. �• •` - 1't. • o
lw orvwnc.ci Min.
3 C-4 100 too Sao �ooc
Di sct•.vle • U /sec .
6889 FREE UNION RD
Modified LD-268 Roadside and Median Ditch Design Form
Side Slope
Min.
Max
Ditch
C
A
CA
To
12
110
Q2
Q10
- :1 L
- :1 R
Slope
FUR
Slope
Ft/Ft
Allowable
Velocity
2-yr
'Velocity
10-yr
"Depth
Matting
Type
Fr .M
CM1an.l
DePtt'
INCR 7
ACC
1
0.60
0.13
0.08
0.08
5.0
5.17
6.81
0.40
0.53
3
3
0.08
0.08
4.0
2.06
0.28
EC-2
TYPE 1
0.72
1.00
2
0.60
0.91
0.54
0.54
5.0
5.17
6.81
2.82
3.71
3
3
0.08
0.08
4.0
3.35
0.59
EC-2
TYPE 1
0.41
1.00
3
0.60
1.33
0.80
0.80
5.0
5.17
6.81
4.11
5.42
3
3
0.17
0.17
To
4.98
0.68
EC-3
TYPE 1
0.32
1.00
4
0.60
0.08
0.05
0.05
5.0
5.17
6.81
0.24
0.32
3
3
0.17
0.17
4.0
2.40
0.20
1 EC-2
TYPE 1
1 0.80
1.00
5
0.60
0.44
0.26
1.11
5.0
5.17
6.81
5.72
7.53
3
3
0.17
0.17
7.0
5.30
0.67
EC-3
TYPE 1
0.34
1.00
6
0.60
1 0.18
0.11
0.11
5.0
5.17
6.81
0.54
0.72
3
3
0.17
0.17
4.0
2.94
0.28
EC-2
TYPE 1
0.72
1.00
'2-yr Velocity calculations performed using steepest slope & 2-yr Bow
" 10-yr Depth calculation performed using shallowest slope & 10-yr Bow
NOAA Atlas 14, Volume 2, Version 3r„,„,
Location name: Free Union, Virginia, USA*
y
]®� Latitude: 38.2282°, Longitude:-78.5886°
Elevation: 720.12 ft**
source: ESRI Maps
A
** source: USGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonin, D. Martin, B. Lin, T. Parzybok, M.Yekta. and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)+
Average
recurrence Interval (years)
Duration
+
z
s
+o
zs
so
1 100
oo
zoo
soo
+000
5-min
(0.305-0372)
(0.3 6 �)
(0.4340529)
(0.488-0597)
(0.55 0674)
(05 97--0.0736)
(0.641-0.798)
(0.68�57)
(07 31-0.936)
(0.7718-01900)
+0-min
(0.488-0595)
(0.5 60714)
(06 93-0.845)
(0.7 8-0951)
(0.874-1.07)
(0.948-11.17)
(1.021.26)
(1.08-2136)
(115-1.48)
(1.21�'57)
1.35
1
+5-min
(0.6 0-0..743)
(0.735-0.895)
(0.875--1607)
(0.984-11.20)
(1.11--21.36)
(1.20-148)
(1.28�1.60)
1 (1.36---1.71)
1 (1.451.85)
(1.521797)
0.920
+.+2
1.37
+.58
+.82
2.02
2.2+
2.40
2.65
2.86
30-min
(0.834-1.3)
1 (1.01-1.24)
1 (1.241.51)
1 (1.42-1.74)
1 (1.642.01)
1 (1.0-2.22)
(1.96-2.44)
(2.11-2.65)
(2.30-2.94)
(2.45-3.18)
2.73
60-min
(1.04-126)
(1.27-�55)
(1.59-1.94)
(1.85-2526)
(2.1272z67)
(2.443.01)
(2. 0--3.35)
(2.9536.71)
(3.30.4.21)
(3.574.3)
2-hr
(1.231.53)
(1.50--61786)
(1.89-2.34)
(2.21-2775)
(26 3--3.28)
(2.973674)
(3.32-4.21)
(3. 9972)
(418-5.45)
(4.60.6.09)
3-hr
(1.35--11..69)
(1.64 2306)
(2.05-2.58)
(2.40-3.02)
(265-3.61)
(32 3A.12)
(3.62-4.65)
(4. 3-05.23)
(45 9-6.06)
(5.06-6.78)
6-hr
(17 422..18)
(2.111-2.65)
(2.61 3?29)
(3.0 �87)
(36 54 65)
(4: 6-5.3)
(4.655A8)
(52 4-6.90)
(6.03-8.10)
(67 0.9.18)
111111
12-hr
(2.19�2.78)
(2.65 3736)
(32 9A.18)
(3.86-4694)
(46 6-5.99)
(5.346.95)
(6.06-8.00)
(6.849.18)
(7.97-6111.0)
(8.97- 2.6)
24hr
(2.82-3.48)
(3Al-4.21)
(4.33-5.36)
(5. 9-6.32)
(6. 8---74.72)
(7.09-8.92)
(8.3-210.2)
1 (9: 4111.7)
1 (107--14.0)
(12.0. 5.9)
2-day
(3.32-4707)
(4. 3993)
(510-6.25)
(5.96--67.33)
(7.167 8288)
(8.17-210.2)
(9.23-11.6)
1 (10.4-3.2)
1 (12.0. 5.6)
(13.3-187.7)
3-day
(3.56-4.32)
(4.315323)
(5.45-6.62)
(6.38-074.76)1
(7. 8940)
(8.75-10.8)
(9.89-12.3)
(111z14.0)
1 (12.8- 6.4)
(14.3- 8.6)
76
4day
�.4)
(3. 0-4.57)
(4. 05252)
(5.81-37700)
(6.808.19)
(8. 9992)
(9.34
(105- 3.0)
(11.8-14.7)
(13.7--17.3)
(152- 9.5)
7-day
(4: 285.29)
(5. 3-6.36)
(6.65-7.96)
(7.6�24)
(9.20- 1.1)
(10.4-2.6)
(1113--14.3)
1 (13.0- 6.1)
1 (14.9- 8.7)
(16.4-0.9)
10-day
(5.05�5.96)
(6.06-7.15)
(7.46-8.81)
(8.57- 0.1)
(10.1-12.0)
1 (113 3.5)
1 (12.6- 5.1)
1 (13.9-16.8)
1 (157- 9.3)
(17.2-21.4)
18.0
20-day
(6.71-7973)
(8. 0920)
(9.63-131.1)
(10.9-12.6)
(12.6-14.6)
(13.9- 6.1)
(152-17.7)
(16.5- 9.4)
(182021.7)
(19.6- 3.6)
30-day
(8.279039)
(9.81-- 1.1)
(11.6-13.1)
(12.9-14.7)
(14.6- 6.7)
(15.9- 8.2)
(1Z$ 9.7)
19.8
(18.3-21.2)
21.6
(19.9- 3.2)
(2121324.8)
45-day
(10'411.7)
(122- 3.8)
(142-16.1)
(157G--17.8)
(17.6- 9.9)
(19.0.21.6)
(20.3 3.2)
(216324.7)
(232526.8)
(24.4-8.4)
60-day
22
(122-1-13.6)
(14.3-16.0)
(16.5- 8.4)
(18.0-20.2)
(200722.4)
(21.5-24.1)
(22.825.7)
(242127.3)
(252772.2)
(26.8- 0.7)
t Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a
given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not
checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Top
PF graphical
nykE
Large scale terrain
P \In1, 'S L?.N L`
Baltir
Washington, D.C.'
Harrisonburq .
s uurbi'
V I R 6 1 N I A
TIA
Richd
100km Ichbury
cksbil I
60mi
Large scale map
v
Harrisonh
yCe��
mnn is
Lynchburg
Blai 100km
60mi
Large scale aerial
USDA United States
Department of
Agriculture
MRCS
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Albemarle
County, Virginia
March 4, 2021
3 13WN
W 13'3rN
Custom Soil Resource Report
Soil Map a
nOB00 71� ]1100D ] 1100 ] 120(1
3
O
Map Sole:l:4,zB(Ifpiiled on AFdrxsape(11"xB.S')shad
.
—Meters
N
0 W 100 270 300
A0 3D 40D B00 `
Mapprolecbm:webMeraMr Cvawrdhnab s:WaM Edge ft: UIM zoe 17N w(5
84
9
] 130D ] 1400 ] 1500 ]11e0
I
3 13WN
3 133rN
MAPLEGEND
Area of Interest (AOO
O
Area of Interest (AOI)
Solis
Soil Map Unit Polygons
N
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
V
Blowout
®
Borrow Pit
Clay Spot
O
Closed Depression
Gravel Pit
Gravelly Spot
O
Landfill
A.
Lava Flow
Marsh or swamp
Mine or Quarry
O
Miscellaneous Water
O
Perennial Water
y
Rock Outcrop
+
Saline Spot
Sandy Spot
Severely Eroded Spot
Q
Sinkhole
Slide or Slip
Sodic Spot
Custom Soil Resource Report
MAP INFORMATION
g
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:15,800.
o
Stony Spot
W
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
wet Spot
Enlargement of maps beyond the scale of mapping can cause
Other
misunderstanding of the detail of mapping and accuracy of soil
Special Line Features
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
Water Features
scale.
Streams and Canals
Transportation
Please rely on the bar scale on each map sheet for map
�..ry
Rails
measurements.
N
Interstate Highways
Source of Map: Natural Resources Conservation Service
ti
US Routes
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Major Roads
Local Roads
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
Background
distance and area. A projection that preserves area, such as the
.
Aerial Photography
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Albemarle County, Virginia
Survey Area Data: Version 14, Jun 3, 2020
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 22, 2015—Mar
10, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
10
Custom Soil Resource Report
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
4E
Ashe loam, 25 to 45 percent
slopes
4.2
9.2%
14C
Chester loam, 7 to 15 percent
slopes
3.4
7.4%
14D
Chester loam, 15 to 25 percent
slopes
12.4
27.4%
15E
Chester very stony loam, 25 to
45 percent slopes
18.3
40.4%
36C
Hayesville loam, 7 to 15 percent
slopes
7.0
15.4%
w
Water
0.1
0.2%
Totals for Area of Interest
45.3
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
11
Custom Soil Resource Report
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha -Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
iv
Custom Soil Resource Report
Albemarle County, Virginia
4E—Ashe loam, 25 to 45 percent slopes
Map Unit Setting
National map unit symbol: kbc2
Elevation: 380 to 2,250 feet
Mean annual precipitation: 25 to 65 inches
Mean annual air temperature: 54 to 59 degrees F
Frost -free period: 195 to 231 days
Farmland classification: Not prime farmland
Map Unit Composition
Ashe and similar soils: 75 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Ashe
Setting
Landform: Mountain slopes
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Residuum weathered from granite and gneiss
Typical profile
H1 - 0 to 10 inches:
loam
H2 - 10 to 19 inches:
loam
H3 - 19 to 24 inches:
sandy loam
H4 - 24 to 79 inches:
bedrock
Properties and qualities
Slope: 25 to 45 percent
Depth to restrictive feature: 20 to 40 inches to lithic bedrock
Drainage class: Somewhat excessively drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Very low to high (0.00
to 5.95 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Low (about 3.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7e
Hydrologic Soil Group: B
Hydric soil rating: No
13
Custom Soil Resource Report
14C—Chester loam, 7 to 15 percent slopes
Map Unit Setting
National map unit symbol: kb81
Elevation: 380 to 1,690 feet
Mean annual precipitation: 25 to 65 inches
Mean annual air temperature: 54 to 59 degrees F
Frost -free period: 195 to 231 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Chester and similar soils: 80 percent
Estimates are based on observations,
Description of Chester
descriptions, and transects of the mapunit.
Setting
Landform: Hillslopes
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Residuum weathered from granite and gneiss
Typical profile
H1 - 0 to 7 inches: loam
H2 - 7 to 41 inches: clay loam
H3 - 41 to 79 inches: loam
Properties and qualities
Slope: 7 to 15 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat)
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 6.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: B
Hydric soil rating: No
Moderately high to high
14
Custom Soil Resource Report
14D—Chester loam, 15 to 25 percent slopes
Map Unit Setting
National map unit symbol: kb82
Elevation: 360 to 1,690 feet
Mean annual precipitation: 25 to 65 inches
Mean annual air temperature: 54 to 59 degrees F
Frost -free period: 195 to 231 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Chester and similar soils: 80 percent
Estimates are based on observations,
Description of Chester
descriptions, and transects of the mapunit.
Setting
Landform: Hillslopes
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Residuum weathered from granite and gneiss
Typical profile
H1 - 0 to 7 inches: loam
H2 - 7 to 41 inches: clay loam
H3 - 41 to 79 inches: loam
Properties and qualities
Slope: 15 to 25 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat)
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 6.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: B
Hydric soil rating: No
Moderately high to high
15
Custom Soil Resource Report
15E—Chester very stony loam, 25 to 45 percent slopes
Map Unit Setting
National map unit symbol: kb86
Elevation: 460 to 2,300 feet
Mean annual precipitation: 25 to 65 inches
Mean annual air temperature: 54 to 59 degrees F
Frost -free period: 195 to 231 days
Farmland classification: Not prime farmland
Map Unit Composition
Chester and similar soils: 75 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Chester
Setting
Landform: Hillslopes
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Residuum weathered from granite and gneiss
Typical profile
H1 - 0 to 7 inches: loam
H2 - 7 to 41 inches: clay loam
H3 - 41 to 79 inches: loam
Properties and qualities
Slope: 25 to 45 percent
Surface area covered with cobbles, stones or boulders: 7.0 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 6.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7s
Hydrologic Soil Group: B
Hydric soil rating: No
MV
Custom Soil Resource Report
36C—Hayesville loam, 7 to 15 percent slopes
Map Unit Setting
National map unit symbol: 2xxy4
Elevation: 360 to 1,540 feet
Mean annual precipitation: 25 to 65 inches
Mean annual air temperature: 54 to 59 degrees F
Frost -free period: 195 to 231 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Hayesville and similar soils: 80 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Hayesville
Setting
Landform: Hillslopes
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Residuum weathered from granite and gneiss
Typical profile
A - 0 to 7 inches: loam
Bt - 7 to 58 inches: clay
BC - 58 to 67 inches: sandy clay loam
C - 67 to 83 inches: fine sandy loam
Properties and qualities
Slope: 7 to 15 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: High (about 10.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: B
Hydric soil rating: No
IVA
Custom Soil Resource Report
W—Water
Map Unit Setting
National map unit symbol: kbgk
Mean annual precipitation: 25 to 65 inches
Mean annual air temperature: 54 to 59 degrees F
Frost -free period: 195 to 231 days
Farmland classification: Not prime farmland
Map Unit Composition
Water: 100 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
MV
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
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
sources of ronutants. iocatrons, anu
Pollutant, or Pollutant Location on site Prevention Practices,
Generating Activity Control Measures
C. Sources of Pollutants continued. Common activities and minimum control and prevention
practices
Pollutant, or Pollutant
Location on site
Prevention Practices,
Generating Activity
Control Measures
Follow Erosion and Sediment Control
Clearing, grading, excavating, and on-
Land disturbance area
Plan. Dispose of clearing debris at
stabilized areas
acceptable disposal sites. Seed and mulch,
or sod within 7 days of land clearing
Cover storm drain inlets and use drip pans
Paving operations
Roads and driveways
and absorbentloil dry for all paving
machines to limit leaks ands ills
Direct concrete wash water into a leak -
Concrete washout and
Current location and detail shown on
proof container or leak -proof settling basin
cement waste
plan
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
Ian.
Designated areas for material delivery and
Material delivery and storage
Designated area shown on plan
storage. Placed near construction
entrances, away from waterways and
drainage paths
Material use during building process
Building areas
Follow manufacturer's instructions.MSDS's
attached.
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Pollutant, or Pollutant
Location on site
Prevention Practices,
Generating Activity
Control Measures
Waste collection area will not receive a
substantial amount of runoff from upland
areas and does not drain directly to a
Current designated container areas on
waterway. Containers have lids covered
Solid waste disposal
plan
before periods of rain, or are in a covered
area. Scheduled collection to prevent
overfilling. MATERIALS NOT TO BE
BURIED ONSITE
Convenient and well -maintained portable
sanitary facilities will be provided, and
Sanitary waste
Current locations shown on plan
located away from waterways or inlets.
Such facilities shall be regularly
maintained.
Apply fertilizers in accordance with
Landscaping operations
Landscape areas shown on plan
manufacturer's recommendations and not
during rainfall events
To be treated in a sediment basin or better
Wash Waters
Wash areas shown on plan
control as specified on plan. Minimize
the discharge of pollutants from
equipment and vehicle washin
Vehicle and equipment washing
Designated areas and details shown on
Provide containment and filtering for all
plan
wash waters per the plan
Minimization of exposure to precipitation and stormwater. Minimize the exposure of building materials, building products,
construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste, and other materials
present on the site to precipitation and to stormwater.
(Identify all non-stormwater discharges to occur on your site. Keep this plan up-to-date with ongoing site
changes and inspections. See CGP, 9VAC25-880-70 section E for examples of non-stormwater discharges.)
D. Non-stormwater di!
Discharge
Dust Control Treatment
Pollutants or Pollutant
Constituents
chemicals
Location on Site
Designated areas and details shown on
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
E. Persons responsible for pollution prevention practices
To be determined when contractor is selected.
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. To the extent practical, do
not store oils, chemicals, or other potential contaminants on site. When storage of potential contaminants is
required, provide secondary containment, such as spill berms or spill containment pallets. These should be
located within the drainage areas to a sediment trap or sediment basin. Direct concrete wash water into a settling
basin, dispose of hardened concrete with other construction waste debris to an appropriate waste facility.
Respond to all spills, leaks and discharges as follows. Spills of oil, petroleum products, sanitary wastes, and
substances listed under 40 CFR parts 110, 117, and 302 should be cleaned up as soon as possible while
protecting worker safety. Construct an earthen dike around any spills on dirt to prevent spreading. If a spill
occurs during rainfall, cover it with a tarp or another impermeable cover to prevent contaminating runoff. Do
not bury any spills or wash them with water. Maintain a spill kits in a readily accessible location. A spill kit
shall consist of a lined drum with bags of universal sorbents in the bottom, accessible without tipping the drum,
sorbent socks above the bags, and personal protective equipment on the top. All materials used to remove the
contaminants, including any water used to rinse equipment, and all dirt removed must be treated as
contaminated. Textiles, such as from coveralls, may be sent to a certified laundry facility. Waste must be
disposed of according to the standards of Albemarle County and the Commonwealth of Virginia. Store
hazardous materials and wastes in covered containers.
Report all spills, leaks and discharges as follows: All spills, leaks, and discharges shall be recorded in the
inspection logs. If construction activity results in a discharge of contaminants that may be reasonably expected
to enter surface waters, the operator shall notify the Department of Environmental Quality immediately or
within 24 hours, and shall submit a written report within five days. For significant spills that cannot be
controlled by personnel in the immediate vicinity, notify the local emergency response by dialing 911.
Albemarle County must also be notified, and potentially some of the following agencies: the Fire Department,
the Public Works Department, the Coast Guard, the Highway Patrol, the County Police Department,
Department of Toxic Substances, OSHA, etc. For spills of federal reportable quantities, in conformance with
the requirements in 40 CFR parts 110, 119, and 302, the contractor should notify the National Response Center
at (800) 424-8802.
G. Pollution Prevention Awareness
The engineer, project superintendent, and contractor shall have weekly meetings to review on -site conditions
and advise contractor of potential risks that should be addressed. Contractor will be responsible for following
procedures on a daily basis and applying appropriate waste management and prevention practices to be in
compliance with the conditions of the general permit. Employees shall be informed of the danger to nature and
to human health of various chemical spills.
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 7. Discharges to impaired waters, surface waters within an applicable TNIDL
wasteload allocation, and exceptional waters.
Water discharges into an impaired water: Moores Creek. Moores Creek was listed as impaired due to Benthic-
Macroinvertebrate Bioassessments for E-Coli and Fecal Coliforms. Site work shall be in compliance with the
following requirements:
1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after
final grade is reached on any portion of the site;
2. Nutrients shall be applied in accordance with manufacturer's recommendations or an approved
nutrient management plan and shall not be applied during rainfall events; and
3. In accordance with Part I B 4 and Part I B 5, inspections shall be conducted as follows:
I. 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 stone event occurs when there are more than 48 hours
between business days, the inspection shall be conducted on the next business day; and
II. Representative inspections used by utility line installation, pipeline construction, or other similar
linear construction activities shall inspect all outfalls discharging to exceptional waters.
Section 8. Qualified personnel
The following personnel are responsible for inspections:
To Be Determined. The Operator or duly authorized representative will serve as the qualified personnel This
may include delegating this responsibility to other contractors as they become involved with the project. The
SWPPP will be updated when contractor is hired.
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 9. Signed Certification
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."
Owner/Operator Name: Robert Robertson
Company: �7 �t �fi ➢ \ f 6004loy,�
Title: W
Signature:
Date:
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 10. Delegation of authority.
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 2511 Avinity Dr. 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 Stonnwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 11. General permit copy
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County
Section 12. Inspection logs
Issued — 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County