HomeMy WebLinkAboutSP202200001 Plan - Submittal (First) 2022-09-16LINES -GRADE
C I V I L E N G I N E E R I N G
MEMORANDUM
TO: Albemarle County Community Development Staff
FROM: Kendra Moon, PE
Line and Grade Civil Engineering
DATE: Revised September 19, 2022
RE: SP202200001 Misty Mountain Camp Resort Redevelopment
Special Use Permit Application Narrative
Project Details:
Applicant: Misty Mountain Investment LLC
Engineer: Line and Grade Civil Engineering I Daniel C. Hyer, PE
Name of Project: Misty Mountain Camp Resort
Short Description: Special Use Permit for Additional Camping Spaces and Cabins
Proposed Site: 56 Misty Mountain Road, Greenwood, VA 22943
Property Details:
Parcel ID Number:
07100-00-00-00300
Short Parcel ID:
71-3
Total Acres:
47.11
Owner:
Misty Mountain Investment LLC
Property Address:
56 Misty Mountain Road, Greenwood, VA 22943
Current Tenant:
Misty Mountain Camp Resort
Magisterial District:
Samuel Miller
Zoning:
Rural Areas (RA)
Proffered:
Yes
ZMAs Related to Proffers:
None
Comprehensive Plan Area:
Rural Area 3
Comprehensive Plan Use:
Rural Area
Comprehensive Plan Use:
Unassigned
Land Use:
Commercial
Surrounding Uses:
Vacant land to the west
Single family residential to the north
Small residential subdivision to the east
Vacant land to the south
LINE i-
GRADE
CIVIL ENGINEERING
113 41h St. NE; STE 100
CHARLOTTESVILLE, VA 22902
TEL: (434) 262-0169
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Misty Mountain Camp Resort Redevelopment
Application for Special Use Permit
September 19, 2022 1 Page 4
A. Background
Misty Mountain Camp Resort (MMCR) is located on a 47.11 acre parcel zoned Rural
Areas in Greenwood, Virginia. It has been an active campground for over 40 years
and currently has 16 rentable cabins (two of which are considered dwelling units),
105 rentable campground sites, and two non -rentable dwelling units (see Appendix
A). There are four special use permits (SPs) associated with this site. The full
conditions associated with each SP are included in Appendices C through F, but the
brief summary of each SP is as follows:
• SP-82-61 1 Allows 112 camping sites/150 ft setback
• SP-94-30 1 Amends SP-82-61 to allow 10 cabins (not more than 4 can qualify
as dwelling units, and no cabins may be used from November 15 - March 15)
• SP-2009-16 1 Allows one music festival per year subject to conditions, for trial
period of two years
• SP-2010-48 I Five-year extension of SP-2009-16 to continue allowing annual
music festivals
B. Proposal
Outdoor recreation is now more important than ever, and therefore it is the intent of
this special use permit to expand the capacities of the Misty Mountain Camp Resort.
The applicant seeks to amend SP199400030 (see Appendix D) to allow 19 cabins and
158 campsites, an increase in 53 campsites from what is existing. Please note that SP-
94-30 allows for only 10 cabins, therefore the applicant wishes to bring the site into
conformance by allowingfor the 16 cabins which were built under previous ownership.
The applicant also seeks to amend the condition that the cabins are not used from
November 15 to March 15 and instead limit the duration for which any rentable cabin
is used to 30 nights per stay.
The proposed campsites are to be located in the southernmost portion of the property,
furthest from Route 250 and well outside of the floodplain of Stockton Creek. Please
see Appendix B for the Concept Plan showing the proposed campsites. Access to the
new campsites will be via the existing Misty Mountain Road; no new entrances to the
site are proposed.
Proposed improvements include the additional campsites and supporting L I N E
infrastructure for those sites (e.g., travelways, water, sewer, electric), improved
organization at the site entrance for check -in, and the improvements required to GRADE
organize certain existing campsites within the project area and bring them into
conformance with setbacks.
CIVIL ENGINEERING
C. Consistency with the Comprehensive Plan
The subject property is designated Rural Areas. The Comprehensive Plan emphasizes
the preservation of natural resources and scenic beauty in these areas. The entire
Misty Mountain Camp Resort Redevelopment
Application for Special Use Permit
September 19, 2022 1 Page 5
purpose of this campground is to provide a retreat for people to enjoy the beauty of
the Blue Ridge Mountains, and the preservation of natural resources is inherent to that
goal.
According to the MMCR website', guests are invited to "explore nature trails, splash
in our pool, sit by the creek, fish in our pond, play at several playgrounds, climb our
hills...;. all of which are geared toward facilitating people in enjoying the outdoors. A
rural setting is necessaryto allowthe opportunity for these activities to exist alongside
one another.
D. Impacts on Public Safety Facilities, Public Transportation, Public Schools, Public
Parks and Environmental Features
The impact that the addition of these campsites will have on public facilities is
minimal, mainly due to the nature and location of the site.
Impact on Public Safety Facilities:
There is no discernible impact on public safety facilities that would be caused by
this proposal. Activities with high risk for potential fires are regulated. Part of SP-
94-30 that is not being amended is that "provisions for outdoor cooking, campfires,
cooking pits, etc., shall be subject to Albemarle County Fire Official approval."
Impact on Public Infrastructure:
The property will not have an impact on public infrastructure such as sanitary and
water lines as it will remain serviced by private well and drainfield. Consultants have
sited areas for wells and drainfields that will be utilized for the added campsites.
The property will have a minimal impact on public roads, as the trip generation of
the site will increase.
Water
Fracture trace analysis performed on August 26, 2021 indicates there is ample
groundwater available to sustain the needs of these added accommodations. The
Virginia Department of Health Office of Drinking Water (VDH-ODW) has issued
approval of the proposed well sites and both have been drilled at this time, with
high yields of 7 gpm and 30 gpm. Water storage tanks are currently used on site
for the lower campsites and will be used for the proposed campsites to reduce
impacts of peak -demand water usage.
Sewer
Preliminary soils investigation of the proposed campground area reveals that
there are multiple sites for potential drainfields, in addition to the two existing
drainfields that were previously permitted with VDH but never used. Sewer
Permitting with the Virginia Department of Health is ongoing for the proposed
' https://www.mistymountaincampresort.com/
L I N E +
GRADE
CIVIL ENGINEERING
Misty Mountain Camp Resort Redevelopment
Application for Special Use Permit
September 19, 2022 1 Page 6
drainfields, and a Central Sewer System Request is to be completed following VDH
approval.
Public Roads
The additional campsites will increase the property's peak hour trip generation
by 15 trips, or roughly 43 percent (see Tables 1 and 2), though it should be noted
that the projected trip generation is based off of very few data points available.
Compared to the VDOT 2019 Traffic Data for Rockfish Gap Turnpike, this is a 1.6%
increase in peak hour traffic on the road.
Table 1. Existin¢ Conditions - ITE Trip Generation 101h Edition
I NE TRIP GENERATION(1Gth Edition) I _,_-,_„_„......... I
Table 2. Proposed Improvements - ITE Trip Generation 10`h Edition
ITE TRIP GENERATION(10th Edition)
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The site has an existing right -turn lane which will help to mitigate negative
impacts from an increase in traffic to the site.
The existing traffic volumes on Rockfish Gap Turnpike are high enough that a left -
turn lane is warranted for this site, both in existing and proposed conditions.
However, a Design Waiver has been approved by VDOT to allow forthe expansion
of the campground without the installation of a left -turn lane (see Appendix H).
The main reasons for this waiver were the required right-of-way take and
disturbance to Stony Run that would result from the turn lane. The applicant has
proposed to reorganize the traffic flow within the site to move vehicles off of
Rockfish Gap Turnpike more quickly, which should help to alleviate possible
queuing that is a result of camper check -ins.
Impact on Public Transportation:
This proposal has no impact on public transportation as there is currently no form
of public transportation that services this area of the County. L I n ' r
Impact on Public Schools and Parks: GRADE
This site has no impact on public schools as the nearest school is almost 2 miles
away, and the peak hours do not coincide. Likewise, the nearest public park is 2 CIVIL ENGINEERING
miles away and located along a different road, therefore no impact is anticipated.
Impact on Environmental Features:
Misty Mountain Camp Resort Redevelopment
Application for Special Use Permit
September 19, 2022 1 Page 7
MMCR offers fishing, hiking, and "private sites nestled in the trees." It is to the
benefit of all that the campground's impact on environmental features be as
minimal as possible. The health of the fishing pond will rely on the health of
Stockton Creek, which runs through the property. The joy of hiking and the privacy
of campsites will largely depend on the preservation of trees on site; therefore tree
removal will be selective. Individual trees in the proposed campsite areas will be
surveyed prior to final design such that large canopy trees can be saved wherever
feasible. MMCR is determined to keep a low impact by expanding in areas where
minimal land disturbance and tree removal is required. Approximately one quarter
of the site will remain forested.
Impact on Adjacent Properties:
Along with the addition of new campsites, the applicant intends to redevelop
existing sites in the southwest corner in order to bring them into compliance with
side yard regulations. This redevelopment will largely follow the existing layout in
order to minimize disturbance, but it will bring more organization to the area. An
8-ft tall, black, solid wood screening fence will be installed along the western
property line behind the campsites. This will be a net positive impact on the
adjacent property TMP 71-2, and has already been discussed with the owner. The
added campsites adjacent to TMP 71-5 and TMP 71-4E will be screened by existing
vegetation and an added screening fence in the rear and side yard areas, therefore
their impact on adjacent properties will be minimal. In order to prevent campers
from trespassing onto adjacent properties, the owner has put up signs at the
perimeter of the property warning campers of the zero -tolerance policy for
trespassing. Any campers found trespassing will be immediately escorted from the
L I N E +
GRADE
CIVIL ENGINEERING
Photo 5 — No trespassing sign
Misty Mountain Camp Resort Redevelopment
Application for Special Use Permit
September 19, 2022 1 Page 8
E. Conclusion
Misty Mountain Camp Resort has been a place for people to gather to enjoy the
outdoors for over 40 years. As development within the surrounding areas continues,
it is increasingly important to provide opportunities like this for people to connect with
nature. The addition of 53 campsites and the revised limit on the time of year in which
the cabins can be used will allow that many more potential campers and families to
spend time outdoors. The character of the campground will remain unchanged, it will
just be expanded for more to enjoy.
Potential impacts on public facilities were evaluated, and no substantial detriment was
found. The location of the site and the rural nature of its surroundings are such that its
impact on schools, parks, public transportation, public infrastructure, and public safety
facilities are inherently low. Preservation of environmental features on site is a key
part of this development.
This special use permit is a chance to extend the benefits of the outdoors to more
people and to fix existing zoning violations on the site.
List of Appendices
Appendix A: Existing Conditions Plan
Appendix B: Concept Plan
Appendix C: SP198200061 Action Letter
Appendix D: SP199400030 Action Letter
Appendix E: SP200900016 Legacy Document
Appendix F: SP201000048 Review Comments 2011-03-16
Appendix G: Office of Drinking Water Well Approvals
Appendix H: Approved VDOT Design Waiver
L I N E +
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CIVIL ENGINEERING
Appendix A
Existing Conditions Plan
Misty Mountain Camp Resort Redevelopment
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
192.16"
1965.00'
5'36'10"
96.15'
192.08"
N 79'20'12" E
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L I N E + G R A D E
Appendix B
Concept Plan
Misty Mountain Camp Resort Redevelopment
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
192.16"
1965.00'
5'36'10"
96.15'
192.08'
N 79'20'12" E
PROJECT SUMMARY
\ �\� may; / ` / 1 0� pG _ �` ♦ / /_ i / �/ / / / NAME OF PROJECT: MISTY MOUNTAIN CAMP RESORT REDEVELOPMENT
WATER PROTECT/ON ORDINANCE BUFFER \ ' S ROUTE 2/ ���/ / / / / L PROJECTADDRESS: 56 MISTY MOUNTAIN ROAD, GREENWOOD, VA 22943
p26 / / / / / z —PROJECT NARRATIVE: ADDITION OF 53 NEW CAMPSITES AND 3 CABINS TO EX. CAMPGROUND
\ \' IMF55-I5 \ \ / J ` 03:26 W/16CABINS, 105 CAMPSITES, AND 2 NON- RENTABLE DWELLINGS
\ \ \ OWNER. GOLDEN MAGNOLIA LLC
/ WA TER PROTECTION ORDINANCE �` `�� _
DB.455/ PG:736 / / TMP 7/-3A / / i —APPLICANT/OWNER:
1 \ ZONED RURAL AREA VDOTRIGHT OF WAY ) R50' _-- / / OWNER. ROL, MARCO CA OR FEMA FLOODZONEq // //— _ CONTACT: MISTY MOUNTAIN INVESTMENT LLC
1 98.54 ACRES - -R50' \ ANGELA M / �/ / % / //i i �% %/
UPGRADED CIRCULATION _
FOR CHECK IN
x / / OB:1725 PG:500 ( / !��_ ANDREW BALDWIN
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/ / / / OWNER.• PA YNE, HELEN B
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SEE NOTE 2 / J. ACRES / / // / �- �/ CHARLOTTESVILLE, VA 22902
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�' ��l/mil / • 39 \ ` 6 93 ROGIfF/SH GAP f� /� �i / / %/// ZONED RURAL AREA PHONE: 434422-5050
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� _ / \\ EMAIL: ANDREW@CORECVILLE.COM
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ON I Z ®x \ N / \ / / / II //// // // // �// — — \ �I DANIELC. HYER, PE
C r J I ILO — 1 \ / / ��// r �/ •\ �\ \,\ \\\\\� II II'�� / / / / _/ i \ J ADDRESS: 1134TH STREET NE; STE 100
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OWNER ROL, MARCO CA OR
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\ \ \\ \ \ \ \ / / • 6 / ��� �� /_ �� _ C - - - - - \ \ \ — \ \\� PHONE: 434-977-0205
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/ POND OWNER: GOLDEN MAGNOLIA LLC
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/` DD/ R O�4� OWNER: ANGELA & MARCO ROL
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j I \ DECLARATION OF TRUST PARCEL ID: 71-3B
FEMA FLOODZONE A 4879 PG:349
OWNER: ANGELA & MARCO ROL
ZONED RURAL AREA
/ STOCKTO_N CREEK �� T�� — _ l ll, I �illlr /��/� / / // / �/ I ` \ ' \ �\ 4.38 ACRES PARCEL ID: 71-4E
\ % ������ CRITICAL SLOPES -SEE NOTE 1 / / — ��� ,, / ✓ J ®/ _ - \ �\ / _
OWNER: JAMES &VIRGINIA ROVNYAK
\ / // j/ 1� / • \\���\\� II ((( / . �� WOODED ARA p �`'` l ♦ v `� / \ I r - PARCEL OWNER: KATHRYN& DANIEL HUNT
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�� 1 I 7 '� \
_ ��—_�_'_ �j/// • / \\\\ \ \I �• f / B� I v� / _ PARCEL ID:71-5
_—�� �_ // / \ / • ' C �M\��\\ i �� / 1' \ \1 \ ��/ /_ I i �� \ / \ / ~ OWNER: ALICETILMAN
_ v _ J
���� // / ///////�� / /�j/� ✓/C-B - ,1 I1II `\\\\F I
AR.K�IN\G \(TP)PROPOSED RV \ \ \\\ \ ` � / / I /'' .•/ / L �r %I / / i / \ _ �//�`UTILITIES, GRADING, IMPERVIOUS AREA:
/ ♦ / / / / / / _ SITE TO BE SERVED BY PRIVATE WELLAND SEPTIC
WEi \ \\\\\\� _ \\ Y / %^ 1'/ ^ NEW CENTRAL SEWER SYSTEM+ WATER SYSTEM PROPOSED
PROPOSED DRAINFIELD\\ \ / / 1 1 ' �/ / / / / / MINIMALGRADING PROPOSED
Q— �4 \\\ \\\ AND RESERVE k \ \ \ I / � / / SMALL RETAINING WALLS PROPOSED BY EACH NEW CAMPSITE
'� PROPOSED SCREENING FENCE SITE IMPERVIOUS AREA INCREASED BY APPROXIMATELY 1.54ACRES
CABING-21RELOCATED
TMP 7/-2 WITHIN SETBACK—
/ OWNER. BRODY, NANCY L / "/ / -mil \
I (( t
ORDANIEL IVAT THEW
/ / - / 55�\ PROPOSED
�r I
_ TWO-WAY ROADWAY TMP 7/-5
ZONED: RURAL AREA \ � � / 5 \\ ` J '` - f�� � �LIFE
/ /' � • \ \ \ \ \ \ / / \ _ / Z � OWNER.• T/LMAN,
26/.70 ACRES / �C 5 / 1-�' 60 0 \\_ \ \ \ \ / / \e �` / 5 / \ \\ \\ \
9 \\\\\ \\ \— I l L \ ESTgTE,ALICEMgY I 1 \\
i /OB:2895 PG:478D l \ \ \\ \ , \\
CABINS
5//�� ) III l \\ \
\\\\\. \ %V�" I I \ ZONED RURAL AREA I \\ \\\\ \ \\ \
(3\PROPOSED CABINS � � ' i l� � \ 90. 98 ACRES \ \
64
/\ I
Proposed Camp Site Breakdown
Dwelling Units (Not Rentable)
2
Cabin Dwelling Units (Existing)
2
Cabin Rental (Existing, Not Dwelling Units)
14
Cabin Rental (Proposed, Not Dwelling Units
3
RV Sites (Existing and Unchanged)
81
RV Sites (Existing and Renovated)
16
RV Sites (Proposed)
53
Tent Sites (Existing)
8
Total Existing Camp Sites
123
Total Camp Sites with SP
179
_
/ /\���/�/i:/J -��/ l/ � /� � III \ '^��\ \ ='`• /,/ \\ \ —___\\ � \�\\ / r_'—�� \ ~ /� `:—
• I I \/H LIMITS OF PROPOSED WORK
68 \ MA/ TE/A C
70
69
- -_= J= _ __ �_�'-__ ___ ; / � .•/ , � ;/ 1 �/_ /// Jam/ // � \ \ \_ - - -� \ _ _ — � �\ �� 1 ( \ \ \ /l \\ �
_ \ /
PROPOSED SCREENING FENCE \� /
--////
//
—
_ll\\�/\\ \
D�RjAINFIELD RESERVE
�K
NOTES: \ \ \ \ \ \
\ \ \
/ r ^ ( / / / //� /j % _ \ \ 1) CRITICAL SLOPE DELINEATIONS PER GIS DO NOT MATCH WITH GIS TOPOGRAPHY IN
f /j \ \ j / _ / \ \\ \ \\\\\\\\ \ \\ c \ \ \ \ 1 1 I 1 \ /// /� / / \ CERTAIN AREAS. THESE AREAS WILL BE FIELD SURVEYED TO CONFIRM.
\ \ \ \ \ // \ \ \ 2 VEGETATION ALONG THE FRONTAGE OF THE SITE BY ROUTE 250 IS TO REMAIN.
/ / \ \ 3) EXISTING AND PROPOSED TREELINES SHOWN ARE APPROXIMATE. EXISTING TREES ARE TO
/
// /i//�� \
BE SURVEYED PRIOR TO FINAL DESIGN. CAMPSITE LOCATIONS SHOWN MAY CHANGE
/ // / �\ \ \ \ SLIGHTLY TO AVOID IMPACT TO LARGE CANOPY TREES. TREE PROTECTION FENCING SHALL
\ \
/-� BE USED TO PRESERVE TREES DURING CONSTRUCTION.
4 )
— —� _/ \�\\ \ / // / \ THE LIMITS OF WORK DELINEATED INCLUDE AREAS OF EXISTING ROADS AND CAMPSITES
\ \ / I I I I �\ / \ 1 1 I I TO BE IMPROVED. THESE AREAS DO NOT NECESSARILY CORRELATE WITH LIMITS OF
GRADING OR DISTURBANCE AREAS.
Qi
N CONCEPT PLAN
1" = 100': 0 100 200
z
Uj
0
W
W
0
O
W
Q
z
r�
vCJ
G
w
0
Q
U
W
z
i
a
U
O
U
CONCEPTUAL EXHIBIT
o0>0�z
FOR
APPROVAL
APPROVED
SUBMISSI )1\I r\I' 1
PROJECI 2107001
T H E W 0 R h O F
L I N E + G R A D E
C200
Appendix C
SP198200061 Action Letter
Misty Mountain Camp Resort Redevelopment
ROBERT W.TUCKER,JR
Director of Planning
December 3, 1982
• NiY OF AALBzA,,,9R�
GO
DEPARTMENT of PLANNING
401 McIntire Road
Charlottesville, Va. 22901-4596
804-296-5823
Mr. Werner Kappes
Route 1, Box 275
Greenwood, Virginia 22943
RONALD S. KEELER
Assistant Director of Planning
R. KEITH MABE
Principal Planner
NANCY MASON CAPERTON
Senior Planner
KATHERINE L. IMHOFF
Planner
Re: Sp-82-61 Monticello - Skyline Campground, Incorporated
Dear Mr. Kappes:
The Albemarle County Board of Supervisors, at its meeting of
December 1, 1982, approved your above -referenced special use
permit request, subject to the following conditions:
1. No more than a total of 112 camping sites on property described
as County Tax Map 71, Parcel 3, Samuel Miller Magisterial
District, consisting of 47.11 acres zoned RA Rural Areas;
2. No new camping sites shall be located in the flood plain, as
determined by the Army Corps of Engineers;
3. Health Department approval prior to Planning Commission approval
of site plan;
4. Fire Official approval prior to Planning Commission approval of
a site plan;
** 5. Conditions one and six of Conditional Use Permit #116 shall be
met to the reasonable satisfaction of the Director of Planning;
G. No new camping sites or additional storage of parked trailers,
campers and recreational vehicles. New and additional vehicles
shall be in compliance with the Scenic Highway requirement of a
150-foot setback.
If you should have any questions with regard to this action and
notification, please contact Mr. Ronald S. Keeler at 296-5823.
Sincerely,
Stuart L. Richard
Department of Planning
slr
Attachment
cc: Jack Collins
Health Department
Zoning Administrator
Appendix D
SP199400030 Action Letter
Misty Mountain Camp Resort Redevelopment
1
COUNTY OF ALBEMARLE
Dept. of Planning & Community Development
401 McIntire Road
Charlottesville, Virginia 22902.4596
(804) 296-5823
December 29, 1994
Richard E. Carter
414 Park St
Charlottesville, VA 22902
RE: SP-94-30 James F. & Esther C. McDonald
Dear Mr. Carter:
The Albemarle County Board of Supervisors, at its meeting on December 14, 1994, approved the
above -noted request to amend SP-82-61 to allow construction of ten (10) tourist cabins. Please
note that this approval is subject to the following conditions:
No more than a total of 112 camping sites on property described as County Tax Map 71,
Parcel 3, Samuel Miller Magisterial District, consisting of 47.11 acres zoned RA Rural
Areas. Not more than six of these camp sites may be used for cabins which are to be
located on the south side of Stockton Creek in existing camp sites. Not more than four of
these cabins may qualify as dwelling units. Any cabins constructed as dwelling units
shall comply with the provisions of Section 10.2.1.1. No cabins shall be utilized until all
appropriate Building Code and Health Department requirements have been met;
2. No new camping sites shall be located in the flood plain, as determined by the Army
Corps of Engineers;
3. All such uses shall conform to the requirements of the Virginia Department of Health
Bureau of Tourist Establishment Sanitation and other applicable requirements;
4. Provisions for outdoor cooking, campfires, cooking pits, ctc., shall be subject to
Albemarle County Fire Official approval;
1
Page 2
December 29, 1994
5. Conditions one and six of Conditional Use Permit 4116 shall be met to the reasonable
satisfaction of the Zoning Administrator;
6. No new camping si ltional "storage of parked trailers, campers and recreational
vehicles withi6!he45$=f6"oTsetback. New and additional vehicles shall be in compliance
with a 150-foot setback from the edge of the Route 250 right-of-way;
7. The cabins would not be used from November 15 to March 15.
If you have any questions or comments, please do not hesitate to contact me.
Sincerely,
W�
V. Wayne Cilimber�g�CZY
Director of Planning & Community Development
V WC/jcw
cc: Ella Carey
Amelia McCulley
Jo Higgins
James & Esther McDonald
2
Appendix E
SP200900016 Legacy Document
Misty Mountain Camp Resort Redevelopment
COUNTY OF ALBBMARLF
Department of Community Development
401 McIntire Road, Room 227
Cliarlottesville, Virginin 229024596
Phone (434) 296-5832 Fax (434) 972-4012
September 28, 2009
Mike Leo
56 Misty Mountain Road
Greenwood, VA 22943
RE: SP200900016 Music Festival
TAX MAP/PARCEL: 07100000000300
Dear Mr. Leo:
On September 9, 2009, the Albemarle County Board of Supervisors took action on SP #200900016 to
allow a special event at the Misty Mountain Camp Resort on Tax Map 71, Parcel 3 in the Samuel Miller
District. This special use permit was approved based on the following conditions:
1. The use shall conform to any existing applicable special use permits, including but not limited to
SP-1994-30, whose terms are hereby incorporated by reference;
2. Development of the use shall be in conformity with the Concept Plan entitled Misty Mountain
Camp Resort SP-2009-16 Music Festival, prepared by Albemarle County Office of Geographic
Data Services, and signed by Mike Leo and dated August 6, 2009. (hereinafter, the "Conceptual
Plan'), as determined by the Director of Planning and the Zoning Administrator;
To be In conformity with the plan, development shall reflect the following central features within
the development essential to the design of the development
location of temporary parking areas 1,2, and 3
location of temporary stage
All activities related to the music festival shall - take place within the area of the site bound by the
Rockfish Gap Turnpike, Misty Mountain Road, Stockton Creek and the western parcel boundary.
Minor modifications to the plan which do not conflict with the elements above may be made to
ensure compliance with the Zoning Ordinance;
3. A music festival special event shall be permitted once every twelve (12) month period, for a
maximum of three (3) consecutive days consisting of one (1) week day and two (2) weekend
days. Any increase in the number of special events shall require an amendment to this special
use permit;
4. A maximum of fifteen (15) vendors shall be allowed to operate on any given day during the music
festival;
5. Written approval from the Police Department, Fire and Rescue, and the Health Department shall
be required each year prior to the issuance of a zoning clearance to allow the special event use;
6. No tree removal, grading, or disturbance shall take place within the driplines of the trees as
shown on.the Concept Plan prepared by Mike Leo, and dated March 25, 2009. Any grading or
disturbance within ten (10) feet of any dripline shall necessitate submittal of a "Tree Protection
Plan" in accord with section 32.7.9.4 of the Zoning Ordinance. No grading or disturbance within
ten (10) feet of any dripline shall be permitted until: a) a survey and fencing have been
completed and b) the Planning Director approves a plan which shows the grading or disturbance
and the surveyed dripline of the existing trees;
7. Hours of operation for the music event shall be between 12:00 p.m. and 10:00 p.m.
8. Off -site parking shall not be permitted except in authorized parking lots from which people are
transported to the special event by shuttle or comparable vehicles;
9. The maximum number of people allowed on the site for the special event on each day shall not
exceed five hundred (500) persons.
10. The maximum number of vehicles allowed to be parked on the site for the special event on each
day shall not exceed two hundred twenty four (224).
11. A minimum of twenty (20) private security, parking, and traffic control staff members shall be
required on site each day of the music festival;
12. Overnight camping outside the designated camping areas shall be prohibited;
13. All outdoor lighting shall be only full cut-off fixtures and shielded to reflect light away from all
abutting properties. A lighting plan limiting light levels at all property lines to no greater than 0.3
foot candles shall be submitted to the Zoning Administrator or their designee for approval;
14. The maximum level of noise shall not exceed sixty-five (65) dBA as measured from an adjacent
property;
15. The applicant shall reseed and restore the parking area site(s) as required by the zoning
administrator within thirty (30) days of the last day of the special event;
16. The site shall be restored and cleared of all trash, debris, and temporary structures associated
with the special event within two (2) days after the final day of the special event; and
17. Special use permit 2009-16 shall be valid until June 30, 2011.
Please be advised that although the Albemarle County Board of Supervisors took action on the
project noted above, no uses on the property as approved above may lawfully begin until all
applicable approvals have been received and conditions have been met. This includes:
compliance with conditions of the SPECIAL USE PERMIT;
approval of a ZONING COMPLIANCE CLEARANCE.
In the event that the use, structure or activity for which this special use permit is issued is not commenced
within twenty-four (24) months from the date of Board approval, it shall be deemed abandoned and the
permit terminated. The term "commenced" means 'construction of any structure necessary to the use of
the permit."
If you have questions or comments regarding the. above -noted action, please do not hesitate to contact
Sherri Proctor at 296-5632.
SU
incerely,
V. Wayne imber,
Director of Planning
Cc: 1906 LLC
30 Tupelo Road
Hilton Head Island, SC 29928
Email Copy: Tex Weaver; Chuck Proctor; Sherri Proctor; Elise Hackett
File
Appendix F
SP201000048 Review Comments 2011-03-16
Misty Mountain Camp Resort Redevelopment
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
March 16, 2011
Michael D. Leo
56 Misty Mountain Rd
Greenwood, VA 22943
RE: SP201000048 Music Festival
Tax Map 71, Parcel 3
Dear Mr. Leo:
On March 9, 2011, the Albemarle County Board of Supervisors took action on the above referenced
special use permit to continue allowing an annual special event at the Misty Mountain Camp on the above
referenced parcel in the Whitehall District. This special use permit was approved based on the following
conditions:
1. The use shall conform to any existing applicable special use permits, including but not limited to
SP-1994-30, whose terms are hereby incorporated by reference;
2. Development of the use shall be in conformity with the Concept Plan entitled Misty Mountain
Camp Resort SP-2009-16 Music Festival, prepared by Albemarle County Office of Geographic
Data Services, and signed by Mike Leo and dated August 6, 2009, (hereinafter, the "Conceptual
Plan"), as determined by the Director of Planning and the Zoning Administrator;
To be in conformity with the plan, development shall reflect the following central features within
the development essential to the design of the development:
location of temporary parking areas 1, 2, and 3
• location of temporary stage
All activities related to the music festival shall take place within the area of the site bound by the
Rockfish Gap Turnpike, Misty Mountain Road, Stockton Creek and the western parcel boundary.
Minor modifications to the plan which do not conflict with the elements above may be made to
ensure compliance with the Zoning Ordinance;
3. A music festival special event shall be permitted once every twelve (12) month period, for a
maximum of three (3) consecutive days consisting of one (1) week day and two (2) weekend
days. Any increase in the number of special events shall require an amendment to this special
use permit;
4. A maximum of fifteen (15) vendors shall be allowed to operate on any given day during the music
festival;
5. Written approval from the Police Department, Fire and Rescue, and the Health Department shall
be required each year prior to the issuance of a zoning clearance to allow the special event use;
6. No tree removal, grading, or disturbance shall take place within the driplines of the trees as
shown on the Concept Plan prepared by Mike Leo, and dated March 25, 2009. Any grading or
disturbance within ten (10) feet of any dripline shall necessitate submittal of a "Tree Protection
Plan" in accord with section 32.7.9.4 of the Zoning Ordinance. No grading or disturbance within
ten (10) feet of any dripline shall be permitted until: a) a survey and fencing have been
completed and b) the Planning Director approves a plan which shows the grading or disturbance
and the surveyed dripline of the existing trees;
7. Hours of operation for the music event shall be between 12:00 p.m. and 10:00 p.m.;
8. Off -site parking shall not be permitted except in authorized parking lots from which people are
transported to the special event by shuttle or comparable vehicles;
9. The maximum number of people allowed on the site for the special event on each day shall not
exceed five hundred (500) persons;
10. The maximum number of vehicles allowed to be parked on the site for the special event on each
day shall not exceed two hundred twenty four (224);
11. A minimum of twenty (20) private security, parking, and traffic control staff members shall be
required on site each day of the music festival;
12. Overnight camping outside the designated camping areas shall be prohibited;
13. All outdoor lighting shall be only full cut-off fixtures and shielded to reflect light away from all
abutting properties. A lighting plan limiting light levels at all property lines to no greater than 0.3
foot candles shall be submitted to the Zoning Administrator or their designee for approval;
14. The maximum level of noise shall not exceed sixty-five (65) dBA as measured from an adjacent
property;
15. The applicant shall reseed and restore the parking area site(s) as required by the zoning
administrator within thirty (30) days of the last day of the special event; and
16. The site shall be restored and cleared of all trash, debris, and temporary structures associated
with the special event within two (2) days after the final day of the special event.
Please be advised that although the Albemarle County Board of Supervisors took action on the
project noted above, no uses on the property as approved above may lawfully begin until all
applicable approvals have been received and conditions have been met. This includes:
• compliance with conditions of the SPECIAL USE PERMIT;
• approval of a ZONING COMPLIANCE CLEARANCE.
In the event that the use, structure or activity for which this special use permit is issued is not commenced
within twenty-four (24) months from the date of Board approval, it shall be deemed abandoned and the
permit terminated. The term "commenced" means "construction of any structure necessary to the use of
the permit."
If you have questions or comments regarding the above -noted action, please do not hesitate to contact
Ron Higgins at 296-5832.
Sincerely,
V vUL
Wayne Cilimberg
Director of Plannin
CC: 1906 LLC
30 Tupelo Road
Hilton Head Island, SC 22928
Appendix G
Office of Drinking Water Well Approvals
Misty Mountain Camp Resort Redevelopment
Form GW-2 COMMONWEALTH OF VIRGINIA
Revised 8/19/2016 UNIFORM WATER WELL COMPLETION REPORT
Page I of 4
*Indicates required field or section
"Indicates required field or section, if applicable
1. Contact Information*
DEQ Well #
USGS Local #
VDH HDIN #
VDH PWSID # 2003665
Cont act�7i, J
Name
Address
Phone
0 T 7e' -
Andrew Baldwin / Misty Mountain
600 East Water Street, Ste H, Charlottesville, VA 22902
Driller, ,: :
Foster Well & Pump Co Inc
PO Box 260, Earlysville, VA 22936
434-973-9079
-System Provider
2. Well Location*
Physical Address: 56 Misty Mountain Road
Coun /Ci Albemarle
Subdivision Name:
Section: Block: Lot:
Tax Ma /GPIN #: 71-3
Latitude: 38.03754 N
Longitude:-78.73590 W
Datum Source Horizontal: ❑ WGS84
❑ NAD83 ❑ NAD27
Lat/Long Source (Check One): ❑ Map ❑
GPS ❑ PPDGPS ❑ Survey ❑ Imagery ❑ WAAS
Location Information Collected By
Physical Location Description:
3. Facility & Use*
�.T' e of,1,�6!li ,(Check On6):._
T e of Use
"Check All That A ` 1 '
® Private
® Drinking/Domestic Use
❑ Agricultural ❑ Food Processing
❑ Waterworks
❑ Manufacturing
❑ Irrigation ❑ Injection
❑ Observation/Monitoring Well
❑ Geothermal (Cooling/Heating)
❑ Fire Safety
❑ Closed
❑ Open: O Retained to Surface
❑ Returned to Aquifer
4. Well Construction*
Well designation, Name or Number: Wt 003 (well 3, located In the woods)
Date Started: 2/1/2022 1 Date Completed: 2/2/2022
1 Type Rig: Air Rotary
Class Well (Check One): ❑ I ❑ IIA 0 IIB ❑ IIIA ❑ IIIB ❑ IIIC ❑ IIID ❑ IIIE ❑
IV
Construction Ty a (Check One): ® New ❑ Existing -Modified: ❑
weB ❑ Pump: Date_
Well De the 505 ft. Total Hole borehole Depth: 72 ft.
Depth to Bedrock: 70 ft,
Hole Size (Include reamed zones): 10 inches from 0 to 72 ft.
6 Inches from 72 to 505 ft.
Height of Casing above Land Surface: z ft. 0 inches
Casing Size (I.D.) and Materials: (below)
Total Depth of Casing:
74 ft.
61/8 inches from +2 to 72 ft. ❑ infilled
Material steel .280 wall
Weight per ft. or wall thickness
in.
inches from to ft. ❑ infilled
Material
Weight per ft. or wall thickness
in.
inches from to ft. O infilled
Material
Weight per ft. or wall thickness
in.
Screen Size & Mesh:
inches from to ft. o infilled
Mesh Size
Type
inches from to ft. ❑ infdled
Mesh Size
Type
inches from to ft. ❑ infilled
Mesh Size
Type
Water Zones: from 86 to 87 ft.
from 120 to 121 ft.
from 163 to 164 ft.
Gravel Pack:
Size: Type: from to ft. Size: Type:
from to
ft.
Grout Type:
❑ Bentonite Slurry ❑ Neat Cement
❑ Bentonite pellets/chips O Concrete
5d Neat Cement (6% bentonite)
0 50
from t0 fi•
Grouting Method:
❑ Poured from surface
❑ Poured through tremmie pipe
7 Pum ed from bottom upward
Type of Seal:
❑ pitless adapter
13 sanitary seal
from t0 ft.
Camera Survey: ❑ Yes ❑ No
I Date Conducted:
Additional Well Construction Form Information Attached: 0 Yes
0 No
Form GW-2 COMMONWEALTH OF VIRGINIA DEQ Well #
Revised 8/19/2016 UNIFORM WATER WELL COMPLETION REPORT USGS Local #
Page 2 of 4 VDH HDIN #
VDH PWSID # 2003665
Well designation, Name or
5.
WL003 (Well 3, located in the
6. Abandonment (*When abandoning the well. Sections l thru 4 must be completed and/or attach original GW-2)
Date Started:
I Date Completed:
Static Water Level (unpumped level measured):
ft.
Casing Size (I.D.) and Materials:
Casing Pulled: ❑ Yes ❑ No ❑ Uncased Well
Depth of Fill:
Type and Source of Fill:
Grout: From to Type:
From to Type:
Method of permanently marling location:
7. Pump Test**
Static Water Level (unpumped level measured): 40 ft.
Date: T Method (Check One): ❑ Water Tape ❑
Airline ❑ Transducer ❑ Other
Stabilized measured pumping
water level: ft.
Date: 7
Method (Check One): ❑ Top of Well ❑
Top of Casing ❑ Surface Level
Test Pump Intake Depth: ft I Stabilized Yield:
gpm after hours
Natural Flow: ❑ Yes ❑ No Flow Rate 7 gPM
Estimated Well Yield: gpm
S. Pump Data**
Type: ❑ submersible ❑ Turbine
❑ Shallow Jet
❑ Deep Jet ❑ Other:
Motor HP:
Production Pump Intake Depth:
ft 77FRated
Capacity: gpm at ft TDH
9. Geologic Information
Type Logs: Aquifer Test Performed:
Water Quality Results Attached: Yes No
Comments:
Formation Lithology Province Geologic Map Used
Elevation
For Office Use
Form GW-2 COMMONWEALTH OF VIRGINIA
Revised 8/19/2016 UNIFORM WATER WELL COMPLETION REPORT
Page 3 of 4
*Indicates required field or section
"Indicates required field or section, if applicable
10. Driller's Log (Use additional sheets if necessary)"
DEQ Well #
USGS Local #
VDH HDIN #
VDH PWSID # 2003665
Well designation, Name or Number: WL003 (Well 3, located in the woods)
Depth (feet)
Type of Rock or Soil
Remarks
Drilling
Diagram of Well Construction (with
Time
dimensions)
(Min.
From
To
(Color, material, fossils, hardness, etc.)
(Water, caving,
cavities, etc.)
0
70
red clay, brown schist, brown
weathered rock, hard gray
rock, quartz
70
72
hard gray rock, quartz
set casing
72
86
hard gray rock, quartz
86
87
broken -up brownstone
water
87
120
hard gray rock, quartz
120
121
broken -up quartz
water
121
163
hard gray rock, quartz
163
164
broken -up gray rock
water
164
446
hard gray rock
446
447
soft weathered rock
water
447
505
hard gray rock
11. 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 significantpenalties for submittingfalse information including the possibility offine
and imprisonmentfor knowing violations.
Signature": �[ 1�•-1•>S„j ��_ Date: 2/2/2022
License Number: 2719000250 / James R Holt
Form GW-2 COMMONWEALTH OF VIRGINIA
Revised 8/19/2016 UNIFORM WATER WELL COMPLETION REPORT
Page 4 of 4
*Indicates required field or section
*Indicates required field or section, if applicable
Additional Well Construction Data
(Use and submit only if additional space is needed)
12. Additional Well Construction Data
DEQ Well #
USGS Local #
VDH HDIN #
VDH PWSID # 2003665
Well designation, Name or Number:
WL003 (Well 3, located in the woods)
Physical Location:
Date Started:
Date Completed:
Hole Size (Include reamed zones):
inches
from
to ft,
inches from to ft.
inches from to
ft.
inches
from
to ft.
inches from to ft.
inches from to
ft.
inches
from
to ft,
inches from to ft.
inches from to
ft.
Casing Size (I.D.) and
Materials:
inches
from
to ft. o infilled
Material
Weight per ft.
or wall thickness
in.
inches
from
to ft. o infilled
Material
Weight per ft.
or wall thickness
in.
inches
from
to ft. ❑ infilled
Material
Weight per ft.
or wall thickness
in.
inches
from
to ft.
o infilled
Material
Weight per ft.
or wall thickness
in.
inches
from
to ft,
o infilled
Material
Weight per ft.
or wall thickness
in.
inches
from
to ft. o infilled
Material
Weight per ft.
or wall thickness
in.
inches
from
to ft.
❑ infilled
Material
Weight per ft.
or wall thickness
in.
inches
from
to ft.
❑ infilled
Material
Weight per ft,
or wall thickness
in.
inches
from
to ft. o infilled
Material
Weight per ft.
or wall thickness
in.
inches
from
to ft. o infilled
Material
Weight 2er ft.
or wall thickness
in.
inches
from
to ft. o infilled
Material
Weight per ft.
or wall thickness
in.
Screen Size & Mesh:
inches
from
to ft. ❑ infilled
Mesh Size
Type
inches
from
to ft. o fuelled
Mesh Size
Type
inches
from
to ft. ❑ infilled
Mesh Size
Type
inches
from
to ft.
o infilled
Mesh Size
Type
inches
from
to ft. o infilled
Mesh Size
Type
inches
from
to ft.
o infilled
Mesh Size
Type
inches
from
to ft.
❑ inslted
Mesh Size
Type
inches
from
to ft.
❑ infilled
Mesh Size
Type
inches
from
to ft. ❑ matted
Mesh Size
Type
inches
from
to ft. ❑ infilled
Mesh Size
Type
inches
from
to ft. o infilled
Mesh Size
Type
Water Zones:
From 446
to 447
ft.
From
to
ft.
From
to ft,
From to
ft.
From
to
ft.
From
to
ft.
From
to ft.
From to
ft.
From
to
ft.
From
to
ft.
From
to ft.
From to
ft.
From
to
ft.
From
to
ft.
From
to ft.
From to
ft.
Gravel Pack:
Size:
Type:
From
to
ft.
Size:
Type:
From to
ft.
Size
Type:
From
to
ft.
Size:
Type:
From to
ft.
Size:
Type:
From
to
ft.
Size:
Type:
From to
ft.
Grout Type:
❑ Bentomte Slurry ❑ Neat Cement
ElBentoni[e pellets/chips El Concrete
❑ Neat Cement (6% bentonite)
from
to
ft.
Grouting Method:
❑ Poured from surface
❑ Poured through tremmie pipe
❑ Pumped from bottom upward
from to ft.
from to ft.
COMMONWEAI,TH ®f VIRGINIA
DEPARTMENTOF HEALTH 131 Walker Street
OFFICE OF DRINKING WATER Lexington, VA 24450
Phone $40-463.7136
Lexington Field Office Fax 540-463-3892
SUBJECT: Albemarle County
Waterworks: Misty Mountain Camp Resort
PWSID No: 2003665
October 25, 2021
Mr. Andrew Baldwin
Misty Mountain Camp Resort
600 East Water Street, Suite H
Charlottesville, VA 22902
Dear Mr. Baldwin:
This letter provides the results of our October 12, 2021 inspection of the proposed well sites to serve Misty
Mountain Camp Resort. In accordance with the Waterworks Regulations, the following well sites are
tentatively approved by the Virginia Department of Health Office of Drinking Water (VDH-ODW) for the
construction of a well to be utilized as a public drinking water supply:
WL002 (Well 2, located closest to resort buildings)
WL003 (Well 3, located in the woods)
The approval of the well sites listed above expires 12 months from the date of this letter, and is subject to
the conditions described in the attached Well Site Approval Conditions Form. This approval is limited to
well drilling, casing, grouting, and testing of the well. If drilling of any well(s) listed above has not
commenced by the expiration date, a re -inspection of the well site(s) is required.
Upon receipt of the required documentation and after plans and specifications have been approved, a
Construction Permit will be issued by the State Health Commissioner in accordance with the Waterworks
Regulations. Construction of the waterworks facilities shall not be started until the construction permit has
been issued.
Waterworks wells must be constructed by a Water Well Systems Provider certified by the Virginia
Department of Professional and Occupational Regulation (DPOR). You may confirm licensure status by
contacting DPOR or using the search tool on DPOR's website at the following address:
http://www.dpor.virginia.gov/LicenseLookupt.
Construction and development of waterworks wells must follow specific procedures. Please refer to the
conditions below and our website at htips://www.vdh.virginia.gov/drinking-water permits-and-
design/well-development-procedures/ for details.
VIRGINIA
VDHOF HEALTHNT
Protecting You and Your Environment
W W W.VDH.V IRGINIA.GOV
Mr. Andrew Baldwin
Page 2 of 2
SUBJECT: Albemarle County
Waterworks: Misty Mountain Camp Resort
PWSID No: 2003665
A Preliminary Source Water Assessment (PreSWA) has been compiled for the proposed wells. Attached
you will find inventory, maps and summaries of land use and potential sources of contamination within the
assessment area of the proposed wells. Please take the time to review this information and contact this
office if you have any questions or corrections. This information may be used to generate a Source Water
Protection Plan if desired. For assistance developing a Source Water Protection Plan, please contact Aaron
Moses, PE, at (804) 864-7492.
Upon request, an electronic version of the Preliminary Source Water Assessment information may be
emailed to you. If you or your consultant has GIS software, we can also provide a geodatabase to facilitate
further work with the data. To learn more about our Source Water Assessment and Protection Programs,
as well as eligibility for assistance and funding opportunities to implement source water protection
measures, we encourage you to visit our website at the following address:
http://www.vdh.virginia.gov/ODW/SourceWaterPrograms/index.htm.
The following well site was rejected by VDH-ODW:
The well site located near the storm water drain (38.03894,-78.73987)
Please contact District Engineer, Taylor Valencia. at (540) 463-0421 if you any questions or concerns
Sincerely,
/1(tLo .Ytn
Mark. D. Perry, PE
Engineering Field Director
MDP/TLV/kk/211022-7
Enclosures:
Well Approval Conditions Form
Preliminary Source Water Assessments
cc: Albemarle County Health Department Attn: Denise Bonds, MD, MPH
Albemarle County Executive - Attn: Jeff Richardson
Albemarle County Building Official —Attn: Mr. Michael Dellinger
O
C r
WELL APPROVAL CONDITIONS FORM
Approved Well Sites
WL002
WL003
Latitude:
38.03928
38.03754
Longitude:
-78.74014
-78.73590
Location:
Marked: {e.g.,
Blue ground
Blue ground
Blue Flagging
marker
marker +
Tape}
orange flag
Well
Construction
(Class H or Class 1) . Refer to 12VAC5-590-840 F.
Class:
October 25, 2022
Approval
Expiration Date:
If drilling of the well has not commenced by this date, re -inspection of the well site is
required.
Minimum distance of 50 feet between the well and all potential sources of
contamination, property lines, and rights -of -way or easements on the property. Refer
to 12VAC5-590-840 D & E.
See attached (Google Earth Aerial Photo Image)
Well Location
and Well Lot:
The well lot must be graded as necessary to divert surface run-off from the well and to
prevent ponding on the well lot.
The well must be located higher than the 100-year flood elevation or a lower elevation
may be considered if it can be adequately shown that the well can be protected from
flooding.
Use neat cement grout, in accordance with Waterworks Regulations Section 840 G. 5.
Grouting:
Notify this office of the date and time that the well will be grouted. Provide this
information as soon as possible so that a member of our staff may be present during
grouting.
A yield and drawdown test must be run for at least
• 48 hours
We recommend the pumping rate be controlled throughout the test to maximize the
Well Yield and
production from the well and to produce a stabilized pump water level for at least the
Drawdown Test:
last 6 hours of the yield test. Immediately following the yield and drawdown test the
water level recovery in the well should be recorded for no less than 6 hours or until
the well returns to its static water level, whichever occurs first. If water will
discharge into streams during pumping tests, please contact the Department of
Environmental Quality Valley Regional Office to determine if a discharge permit is
required.
Required
A series of twenty MPN bacteriological samples must be collected from the well
Bacteriological,
discharge and submitted to a certified laboratory (DCLS or private laboratory) in
Chemical,
order to determine the bacteriological quality of the raw groundwater.
Physical and
One bacteriological sample should be collected at minimum 30 minute intervals
Radiological
during the last 10 hours of the yield and drawdown test.
Sampling:
Water samples must be collected and analyzed for nitrate + nitrite (combined) and
nitrite-N. It is recommended that samples be analyzed for inorganic contaminants and
metals also, to determine if water will result in objectionable taste, odor, color, or
cause corrosion or calcium build up. The chemical samples should be collected near
the end of the pump test, prior to the recovery period.
Uniform Water Well Completion Report (Form GW-2) and schematic drawing(s) of
well construction
Submittals
Well yield, drawdown, and recovery test results
Required For
Results of required bacteriological and chemical sampling (if not reported directly by
Review Prior to
laboratory)
Issuance of
Construction
Construction permit application
Permit:
Final construction plans and specifications, including design calculations, prepared by
a licensed professional engineer. A Preliminary Engineering Report may be required
prior to submission of final construction documents.
Form GW-2
Revised 8/19/2016
Page 1 of 4
COMMONWEALTH OF VIRGINIA
UNIFORM WATER WELL COMPLETION REPORT
*Indicates required field or section
"Indicates required field or section, if applicable
1. Contact Information*
DEQ Well #
USGS Local #
VDH HDIN #
VDH PWSID # 2003665
Contact:
Name
Address
Phone
Owner
Misty Mountain Camp Resort
600 East Water Street, Ste H, Charlottesville, VA 22902
Driller
Foster Well & Pump Cc Inc
PO Box 260, Earlysville, VA 22936
434-973-9079
System Provider
2. Well Location*
Physical Address: 56 Misty Mountain Road
County/City: Albemarle
Subdivision Name:
Section: Block: Lot:
Tax Ma /GPIN #:
Latitude: 38.03928 N
Longitude: -78.74014 W
Datum Source Horizontal: ❑ WGS84
❑ NAD83 ❑ NAD27
Lat/Long Source Check One): ❑ Map ❑
GPS ❑ PPDGPS ❑ Survey ❑ Imagery ❑ WAAS
Location Information Collected By:
Physical Location Description:
3. Facility & Use
Type
of Facility Check One):
Type of Use Check All That Apply):
®
Private
® Drinking/Domestic Use
❑ Agricultural ❑ Food Processing
❑
Waterworks
❑ Manufacturing
❑ Irrigation ❑ Injection
❑
Observation/Monitoring Well
❑ Geothermal (Cooling/Heating)
❑ Fire Safety
O Closed
❑ Open: O Returned to Surface
❑ Returned to Aquifer
4. Well Construction*
Well designation, Name or Number: WL002 (Well 2, located closest to resort buildings)
Date Started: 4/25/2022 1 Date Completed: 4/26/2022 1 Type Rig: Air Rotary
Class Well (Check One): ❑ I ❑ IIA ® IIB ❑ IIIA ❑ IIIB ❑ IIIC ❑ IIID ❑ IIIE ❑
IV
Construction Taos e Check One): ® New
❑ Existing -Modified: o Well O Pump: Date
Well Depth: fl,I Total Hole borehole Depth: 60 ft.
I Depth to Bedrock: 42 ft.
Hole Size (Include reamed zones): 10 inches from 0 to 60 ft.
6 Inches from 60 to 405 ft.
Height of Casing above Land Surface:
2 ft. 0 inches
Casing Size I.D. and Materials: below
Total Depth of Casing: 62 ft.
a sis inches from +2 to 60 ft. O infilled
Material Steel .280 wall
Weight per ft. or wall thickness
in.
inches from to ft. 0 infilled
Material
Weight per ft. or wall thickness
in.
inches from to ft. O infilled
Material
Weight per ft. or wall thickness
in.
Screen Size & Mesh:
inches from to ft, o infilled
Mesh Size
Type
inches from to ft. o infilled
Mesh Size
Type
inches from to ft. o infilled
Mesh Size
Type
Water Zones: from 83 to 84 ft.
from 183 to 185 ft.
from to ft.
Gravel Pack:
Size: Type: I from to ft. Size: Type:
from to
ft.
Grout Type:
❑ Bentonite Slurry O Neat Cement
❑ Bemmnite pellets/chips ❑ Concrete
® Neat Cement (6% bentonite)
- from 0
50
t0 ft.
Grouting Method:
Poured from surface
Poured through tremmie pipe
1 Pumped from bottom u ward
Type of Seal:
❑ pitiless adapter
❑ sanitary seal
from to ft.
Camera Survey: ❑ Yes ❑ No
Date Conducted:
Additional Well Construction Form Information Attached: ❑ Yes 0 No
Form GW-2 COMMONWEALTH OF VIRGINIA DEQ Well #
Revised 8/19/2016 UNIFORM WATER WELL COMPLETION REPORT USGS Local #
Page 2 of VDH HDIN #
VDH PWSID # 2003665
Well designation, Name or Number"': WL002 (Well 2, located closest to resort buildings)
5. Disinfection
Well Disinfected: ❑ Yes ❑ No I Date:
6. Abandonment (*When abandoning the well. Sections 1 thru 4 must be comvleted and/or attach orizinal OW-2)
Date Started:
I Date Completed:
Static Water Level (un um ed level measured):
ft.
Casing Size (I.D.) and Materials:
I Casing Pulled: ❑ Yes ❑ No ❑ Uncased Well
Depth of Fill: Type
and Source of Fill:
Grout: From to Type:
From to Type:
Method of Permanently marking location:
7. Pump Test**
Static Water Level (un um ed level measured): 30 ft.
Date:
Method (Check One): ❑ Water Tape ❑ Airline ❑ Transducer ❑ Other
Stabilized measured pum
ing water level: ft.
Date:
r Method (Check One): ❑ Top of Well ❑ Top of Casing ❑ Surface Level
Test Pump Intake Depth:
ft I Stabilized Yield: gpm after hours
Natural Flow: ❑ Yes
❑ No Flow Rate 30 gPm
Estimated Well Yield:
gpm
8. Pump Data**
Type: ❑ submersible ❑ Turbine
❑ Shallow Jet
❑ Deep Jet ❑ Other:
I Motor HP:
Production Pump Intake Depth:
ft
I Rated Capacity: ginn at ft TDH
Comments:
Formation Lithology Province Geologic Map Used
Elevation
For Office Use
Form GW-2 COMMONWEALTH OF VIRGINIA DEQ Well #
Revised 8/19/2016 UNIFORM WATER WELL COMPLETION REPORT USGS Local #
Page 3 of 4 VDH HDIN #
VDH PWSID # 2003665
*Indicates required field or section
**Indicates required field or section, if applicable
10. Driller's Log (Use additional sheets if necessary)*
Well desistnation. Name or Number: WL002 (well 2, located closest to resort buildings)
Depth (feet)
Type of Rock or Soil
Remarks
Drilling
Diagram of Well Construction (with
Time
dimensions)
Min.
From
To
(Color, material, fossils, hardness, etc.)
( Water, caving,
cavities, etc.)
0
42
red clay, hard brown schist
stone, weathered gray rock,
hard gray rock, quartz
42
60
hard gray rock, quartz
set casing
60
83
hard gray rock, quartz
83
84
broken -up brownstone
water
84
183
hard gray rock, quartz
183
185
broken -up quartz, gray rock
water
185
405
hard gray rock, quartz
11. 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 submittingfalse information including the possibility offne
and imprisonmrrnt for knowing violations.
Signature*: a_iOsvrWlj I/_ PAAi-l1 Date: 4/26/2022
License Numtibr: 2719000250 / James R Holt
Appendix H
Approved VDOT Design Waiver
Misty Mountain Camp Resort Redevelopment
LD-448
(7-13-21)
Page 1 of 2
VIRGINIA DEPARTMENT OF TRANSPORTATION
LOCATION AND DESIGN/STRUCTURE & BRIDGE
DESIGN WAIVER REQUEST
(See IIM-LD-227 for the definition of Design Waiver)
Design Waiver Number:
To: Michael A. Jacobs, PE District Location and Design Engineer
From Project Designer (L&D, S&B or Consultant): Line and Grade - Kendra Moon, PE
Project Information
UPC State Project
Number
Federal Project Number
District Culpeper District
City/County
Albemarle County
County Proj. Number SP202200001
Project Description
Misty Mountain Camp Resort
Start Location (From)
(US 250) Rockfish Gap Turnpike
End Location (To)
56 Misty Mountain Road
Funding Source
❑
Lane Shift/Tapers
❑
Total Shoulder Width
7,,Uinimum
❑
Ditch Width
❑
Shared Use Path Width (See RDM, App. A(1))
dth
❑
Superelevation
❑
Guardrail GR-9/GR-2
❑
Sidewalk Width (See
❑
Curb and Gutter
❑
Intersection Sight Distance
IIM-LD-55)
NHS & Interstate System Access Control —100'
❑
Urban Areas and 300' Rural Areas
® Other Left Turn Lane
(See RDM, App. F)
...
and Traffic Information
Functional Classification
GS-2 RURAL MINOR
Minimum VDOT GS St'd GS-2
ARTERIAL
Left turn lanes shall be
established on two-lane
Page F-65 VDOT Road
Min.
VDOT Standard
highways where needed
VDOT Reference Locatio Design Manual Appendix
for storage of left -turn
F
vehicles and/or prevention
of thru-traffic delay.
Design Speed
60 mph
Posted Speed
55 mph
Existing
Dimensions
No left turn lane for
Requested Dimensions
Left turn lane will not be
existing entrance.
provided for proposed
LD-448
(7-13-21)
Page 2 of 2
Design Waiver request must address the following:
• Established design criteria versus proposed and existing criteria (including traffic data,
design speed and posted speed)
• Reason the appropriate design criteria cannot be met
• Justification for the proposed criteria
• Any background information which documents, supports or justifies the request
• Any mitigation that will be provided to further support or justify the request
• Cost to meet standard versus project cost
Attach all supporting documentation to this exhibit including crash history (past three years).
ENLTH 0� G
i
2
KENDRA G. MOON y
Lic. No. 63650
NAL
Kendra Moon, PE - Line and
Prepared By: Grade Date: 8/l/2022
Consultant (P.E.'s Name and Company Name)
Note: The responsible person that prepares the request shall also electronically seal and digitally
sign in the block above. All signatures below shall be digital signatures.
Digitally signed by Jacobs Mike xfg24184
l..
I't .l2`FLocation: Culpeper, Virginia
Jacobs Mike Xfy�84Reason: l am approving this document
VDOT Approved By: Date:2ozz.oa.os 13:42:43-0400
District Location and Design Engineer
CC: Appropriate Assistant State Location and Design Engineer
Project Manager
State Geometric Design Engineer
State Structure and Bridge Engineer
Assistant State Traffic Engineer — Traffic Control Devices