HomeMy WebLinkAboutSP200800032 Legacy Document 2008-09-30 (9)Central Virginia Recycling LLC
Tier 3 Groundwater Assessment
Groundwater Management Plan
Portions of TMP 94-21 N & TMP 94-21 N1,
Boyd Tavern
Prepared for:
Central Virginia Recycling LLC
2330 Commonwealth Drive
Charlottesville, VA 22901
August 18, 2008
Nick H. Evans PhD CPG
Virginia Groundwater LLC
4609 Burnley Station Road
Barboursville, VA 22923
Key Findings
Hydrogeologic unit: Piedmont Proper
Groundwater availability zone: VIII—Class 1 (lowest relative availability)
Estimated daily groundwater withdrawal: 1950 gallons
Estimated daily groundwater recharge to site: 49,100 gallons
Site within groundwater sensitivity zone? Yes: one public water supply well is
within 1000 feet of the property
Contamination threats on record: Documented leaking underground storage
tank (LUST) site within 1000 feet of the property
Additional contaminant threats observed in field reconnaissance? None
Hydrogeologic conditions favorable to proposed use? Yes
Anticipated impacts of proposed use on existing users: None
Groundwater management plan: Preserve existing forest cover wherever
possible; implement runoff -neutral site development as practicable.
Site Overview
The proposed development comprises about 100 acres on two parcels located
south of US 250 near Boyd Tavern (Figure 1). The parcels are entirely within the
watershed of Limestone Creek, which is a tributary of the Rivanna River. Two
unnamed intermittent tributaries of Limestone Creek are on the property. There
is about 100 feet of relief on the parcels, with gently rolling open pasture in the
western portion, and wooded rolling topography to the east.
Land uses on adjoining parcels are light agricultural (hay and pasture land) to the
west and south, and rural residential to the east. There is a commercial /
industrial facility at the intersection of Three Chopt Road and US 250, adjacent to
the proposed development.
The applicant proposes to use the northern portion (A, Figure 1) as a private
residence. The southern portion (B, Figure 1) would be developed as a recycling
facility, converting wooden waste (stumps, pallets and wood compost material)
into mulch. A site plan showing the proposed development layout and
approximate land disturbance is attached to this report.
Projected groundwater usage for the northern (residential) portion would be
consistent with that of a single-family residence (estimate: 450 gallons per day
for a 3 -bedroom house). There is an existing well on this portion of the property,
details are discussed in a later section.
On the southern portion of the property, groundwater would be used to wet the
mulch product, wash vehicles, and serve bathroom and kitchen facilities for
employees. Total groundwater usage for the recycling facility is estimated by the
applicant at a maximum of 1500 gallons per day: 500 gallons for bathroom and
kitchen facilities and 1000 gallons for wetting mulch product.
The water consumption for the bathroom and kitchen component was determined
using the information provided by the Thomas Jefferson Health Department and
comparing it to the Albemarle County Service Authority data. Water consumption
estimates for mulch wetting were determined based on discussions with several
similar operations around the state. All stated their water usage varied depending
on the quantity of materials on-site, the condition of the product (i.e. roughness
factor) and the climatic conditions (i.e. how dry it was). Based on these
discussions, the Applicant made an informed "best guess" assumption of the
amount of water would be required of this proposal.
A coloring agent will be mixed with water during the wetting process. This agent
is similar to food coloring, and is regarded by the Virginia Department of
Environmental Quality to be chemically benign (documentation attached). Mulch
product will be stored in bins on a concrete pad, however the plan is to generate
only enough mulch to supply existing orders. There is no intent to store mulch
Figure 1: Location map for TMP 94-21 N & TMP 94-21 N1 showing topography,
planametric features, surface water features and drainage divides, and approximate
locations of proposed uses: A: residence, and B: recycling facility
local
drainage
divide
product for lengths of time sufficient to cause decomposition leachate to form.
Runoff from the site will be controlled by standard Stormwater Management
practices.
Hydrogeologic Assessment
Bedrock geology
The parcel is situated within a bedrock formation described as "metagraywacke,
quartzose schist and melange" on the 1993 Geologic Map of Virginia (Figure 2).
This falls within the Piedmont Proper hydrogeologic unit, as defined in the
Albemarle County Hydrogeologic Assessment Summary Report of 2003, with
Class 2 (medium) relative groundwater availability.
Bedrock fracture density and water well productivity
The bedrock underlying this property does not contain primary intergranular
porosity through which groundwater might flow. Instead, groundwater flow is
confined to bedrock fractures and fissures. The property is situated about 1000
feet east of a fault zone that includes lenses of limestone. Deformation
associated with this zone, and related lenses of limestone likely extend onto the
western portion of this property.
High -yield water wells have been successfully constructed within this zone, to the
northeast and southwest of the property along geologic strike. However, no
significant linear features, fracture traces or structural features were identified on
air photos or other maps in this study that would be useful indicators of bedrock
fracture orientation on these parcels. Within the fault zone containing limestone
lenses, the likelihood of striking a high -yield well without conducting detailed
geological or geophysical study to select an optimal drilling site can be
characterized "hit and miss".
No bedrock exposures were observed on the property during field
reconnaissance. In the absence of good bedrock exposures with which to
directly observe bedrock fractures, the yields of randomly -sited water wells can
be used as a proxy for fracture density. Table 1 summarizes data from 290 wells
in the current county database that were constructed in the same bedrock
formation as underlies this property.
Table 1: Domestic water well statistics from Albemarle County database
Geologic map unit
yield
(gallons per minute)
total well depth
(feet)
casing length
(feet)
count
CZpm
(metagraywacke,
average: 7.7
average: 179
average: 50.4
290
quartzose schist &
maximum: 75
maximum: 630
maximum: 322
melange)
Figure 2: Geologic map of Albemarle County and the City of Charlottesville
showing location of TMP 94-21 N and TMP 94-21 N1
� TMP 94-21 N & TMP 94-21 N1
metagraywacke,
quartzose schist
and phyllite
0 5 10
Mmm-MMMMME�--
miles
source: digital compilation by NH Evans from the Geologic Map of Virginia, 1993,
Virginia Department of Mines, Minerals and Energy, 1:500,000 scale
There are eleven wells in the Albemarle County database that are within 2500
feet of the property (Figure 3). Data from those wells are reported in Table 2.
Approximately 40 additional wells are inferred to be present within 2500 feet of
the property, on the basis of air photos and site reconnaissance, although these
are not in the current county database.
There is one existing well on the property (located on Figure 3). This well was
constructed and permitted by the Virginia Department of Health as a Class IIB
Public Water Supply Well, with a design capacity of 23 GPM (documentation
attached). During a 48-hour pumping test of this well conducted at 23 GPM,
stabilized drawdown of the well was less than 3 feet, indicating the capacity of
the well is considerably greater than 23 GPM. At least one dry hole was
reportedly drilled on the property, prior to drilling the successful well.
Overall, the data indicate that local metagraywacke and quartzose schist bedrock
is favorable for groundwater development in terms of fracture density. However,
the success of a water well drilled at a given location still depends on whether or
not the well intersects water -bearing fractures. A dry hole results if no water -
bearing fractures are encountered at the chosen drilling site.
Table 2: Data for wells (Albemarle database) within 2500 feet of proposed development
total depth (feet) casing length (feet) yield (gallons per minute)
630
190
-�— 250
33
41
1
105
37
10
80
60
10
305
35
1
300
68
1
165
31
20
90
305
350
40
63
20
_ 6
1
0.25
Soils and saprolite
Soils on the proposed development site are predominantly Nason silt loam, with
small inliers of Manteo channery silt loam and Abell silt loam (Figure 4). The
soils are deep and well drained, with moderate permeability, moderate available
water capacity and moderate susceptibility to erosion. The soils on site have the
potential to contribute favorably to groundwater recharge where land cover does
not inhibit infiltration of rainwater.
Figure 3: Wells and drainfields
in the vicinity of proposed development (2500 foot radius circle)
public water supply well
a e)asting water well on property
e)asting water well e)asting water well (location inferred)
(Albemarle County database)
■ e)asting drainfield (location inferred)
A
J
go
O 0 3,000 6,000
feet_ --
Figure 4: Soils mapping in the vicinity of
TMP 94-25N and TMP 94-21 N1
Groundwater flow, recharge and discharge
Soils units mapped on property:
1 B: Abell silt loam, 2 -7% slope
51 C: Manteo channery silt loam,
7 - 15% slope
62B. Nason silt loam, 2 - 7% slope
62C: Nason silt loam, 7 - 15% slope
source: Us Department of Agriculture,
Soil Conservation Service, Soil Survey
of Albemarle County, Virginia, 1985
Groundwater flow across the parcel is estimated to be generally northwestward,
with recharge in higher elevations on the eastern margins of the property, and
discharge into intermittent streams and into Limestone Creek (Figure 5).
Ultimately, groundwater discharges into the Rivanna River, about 2 miles
southwest of the property.
Existing hardwood forest cover on the eastern portion of the parcels is optimal in
terms of promoting infiltration of rainwater for groundwater recharge. Open
pasture land to the west is moderately favorable in terms of groundwater
recharge.
Groundwater sensitivity
Contaminant threats
The proposed development does coincide with areas of recognized groundwater
sensitivity according to Albemarle County studies and databases that were
assembled during the 2003 Albemarle County Hydrogeologic Assessment,
Phase 11 (Figure 6).
Figure 5: Groundwater flow in the vicinity of TMP 94-21 N & TMP 94-21 N1
predicted
groundwater
flow direction
approximate
location of
drainage
d ivid e
Figure 6: Groundwater Sensitivity: location map showing proposed development,
nearby public water supply wells, remapped location of Woods Edge subdivision well,
approximate location of Woods Edge subdivision, and known LUST sites (1000 foot buffer
A
public well
(VDH oversight)
IM
public well
(Albemarle
County oversight
A
Woods Edge
subdivision well
(location field verif
LUST site
(county databas(
1000 foot buffer
There is one leaking underground storage tank (LUST) site very close to the
northern boundary of the property (#19891184; listed as "closed case" by Virginia
DEQ). This is nominally up hydrologic gradient from the northern corner of the
property, and within 2000 feet of the existing well on the property. Due to the
proximity of this well to the LUST site, the applicant will need to test the well for
presence of volatile organic compounds (VOC) in accordance with Albemarle
County ordinance 05-E(1) prior to issuance of a building permit.
There are approximately 40 existing drainfields, approximate locations inferred
from air photos and field reconnaissance, within 2500 feet of the proposed
development (Figure 3). Very few of these are up hydrologic gradient from the
property, and none are considered to pose contaminant threats to the property
under normal circumstances.
Threats to existing users of groundwater
The Woods Edge subdivision public water supply well was erroneously mapped
in the Albemarle database as located on the property under study (Figure 6).
However, field verification places that well about 800 feet west of the southern
limit of the property. A water supply line between the well and the Woods Edge
subdivision crosses the southern portion of the property by right-of-way. Three
other public water supply wells are located about 2500 feet north of the property
(Figure 6).
The proposed development anticipates using a maximum of 450 gallons per day
on the residential portion of the development (3 bedroom house @ estimated 150
gallons per bedroom, VDH standards). This proposed withdrawal of groundwater
is not consumptive, to the extent that much of this water will be returned to the
ground as recharge through a drainfield.
The proposed recycling center will be converting wooden waste into mulch,
which will be stored on site prior to transport to market. It is estimated by the
applicant that a maximum of 1000 gallons of water per day will be used during
certain times of the year, for wetting of the mulch material. A coloring agent will
be mixed with water during the wetting process. This agent is similar to food
coloring, and is regarded by the Virginia Department of Environmental Quality to
be chemically benign (documentation attached).
The design intent of the facility is to supply "just in time" inventory of mulch
product. Fresh mulch will be stored in bins on a concrete platform until picked
up by customers. Mulch will not be inventoried on site for more than one season,
not long enough for decomposition to occur, and leachate to form. Runoff from
the site will be controlled by standard Stormwater Management practices.
In addition, an estimated maximum of 500 gallons per day will be used in
bathroom, kitchen and garage facilities associated with the recycling plant. A
substantial portion of this water will be returned to the ground as recharge
through a conventional drainfield. The permit for this drainfield has not been
written at this stage of the application process (application for Special Use
Permit), therefore the capacity of the drainfield cannot be used as a proxy for
estimating water usage.
Overall, maximum aggregate groundwater usage on the property is predicted to
be in the neighborhood of 1950 gallons per day. This equates to less than 1.5
gallons per minute of groundwater withdrawal. A conservative estimate of
groundwater recharge for the site is on the order of 49,100 gallons per day
(calculations below).
It is not anticipated that groundwater withdrawal of this magnitude will impact the
Woods Edge subdivision well, or other existing wells on adjoining parcels or
elsewhere in terms of groundwater supply. The proposed uses as a residence
and wood recycling center do not pose threats of groundwater contamination
under normal circumstances.
Water budget estimate for site
Annual precipitation: 44 inches
Conservative estimate for percentage of precipitation contributing to groundwater
recharge: 15%
Annual groundwater recharge: 6.6 inches
Daily groundwater recharge: .0181 inches = .0015 feet
Daily recharge per acre: .0015 feet X 43560 square feet per acre = 65.6 cubic
feet
Gallons recharge per day per acre: 65.6 cubic feet X 7.48 gallons per cubic foot
= 491 gallons per day per acre
Gallons per day recharge over entire site: 491 gallons per acre X 100 acres=
49,100 gallons per day
Predicted groundwater withdrawal on site: 1950 gallons per day.
Reserve wellfield
Given the 100 -acre size of the property, it appears there are ample opportunities
for siting additional well(s) in the event that existing well(s) become contaminated
or otherwise rendered unusable.
Dedicated Monitorinq well
Given the proximity of this property to existing public water supply wells, this may
be an appropriate location for installation of a dedicated monitoring well.
Groundwater management plan
The proposed development will seek to minimize degrading groundwater
recharge by preserving undisturbed existing forest cover where possible, and by
storm water management strategies that minimize offsite runoff. The site plan
includes 100 -foot vegetated buffers on each of the intermittent streams that cross
the property, as well as standard Stormwater Management practices.
Submitted by Nicholas I
September 19, 2008
# 2801 001041
DEPARTMENT OF PROFESSIONAL AND OCCUPATIONAL REGULATION
exalaesoN _1 COMMONWEALTH OF VIRGINIA
West Broad Street, Richmond, VA 23230
NUMBER3600
08-31 —2009 Telephone: 1 (804) 367-8500
2801 001041
J
BOARD FOR GEOLOGY
CERTIFIED AS A PROFESSIONAL GEOLOGIST
NICHOLAS H EVANS:.,.
4609 BURNLEY STATION ROAD
!,
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BARBOURSVILLE, VA 22923
. DeBocr, Director
uTexATwN orTws ooewE*n. use ArTEn ExnNA1pN. oN use er rE wNs oft r.ms Draft
INOSE NAtlEO YAY HESOLT W CPBWiAL PROSE(.ViUN IINOEN THE COOL Of 4ftOMA.
(SEE REVERSE SIDE FOP. NAME AND/OR ADDRESS CHANGE)
S1�RE �9� OVERALL EXISTING LANDUSE DATA: \-AREA
PROJECT DATA: I "0, eNDHJSE23XCOONWE: +� a^� ^* NOT MAPPED
DEVELOPER: LVIROMIARECVCIWU.C.
G. ♦ Z ROAecluonYALKa:
2J30 COMMALTH DRIVE. CYILLEA2290
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PROPERTYOWNER: CENTRAL VIRGINIA RECYCLING. LLC. �\ 69]EWALKa: 0 440 OY. AUIEMARLE CO. GIS DEPT.
2330 COMMONWEALTH DRIVE. C'V ,VA 22001 ( NIF WILLIAM DORSEY LAND TRUST
P9iWD119 ARFA/GPBI APACE: 4,3aS,4B +04]2 -
CONTACT: KENNY VE58, 434.531.3803, F:431.8]8.)339 I I / D.ONING:1142 c}, TREELINE
T. AIAP I PARCEL I' W-11NaNt I I ZONING: N 100TOTAGTEAUEIGE: A]a].SE9 +04.1 +40a
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ACRES
PROPERTY SIZE: 100.291 --D "Ely 1.3]90yy90 3108
CURRENI RA , g
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PROFFERS: N. 1 'WATER UNE\ G NPASTURE ♦♦
WAIVESTS; CE CRITICAL 9LOPEa EASfiMENT / pd
REQUESTS; D.B. 983-45 / / \
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MCRAVEN 1L
1,
MLL DEDICATION
a Virginia 11does dedicate that
tract or parcel of real estate situated, lying and being in 0P--Aj 6ej=r e County, Virginia,
morepparticularly descri�e4 deed and plat of survey of record ;srl�aea —
�trG'ui�- F'L+� i id ^rte j.,,
'he Clerk's Office of the Circuit Court of Al b:°41Nde
Couxty, Virginia, and being the identical real astmte which said corporation acquired by grain
with General Wairranty of Title and Modern English covenants from Q. If BLwru sS Tr. ,de -
Said dedication being to establish the aforesaid area for water supply use orJy, and the said
pC, -+�, ezI"-agrees that only appurter►ances pertinent to.the water supply
ter- -� I
system will be constructed in said area dedicated and that said 1 ��r�-�--- –) will not be
used for human habitation or other sources of contamination.
The full interest and control of the aforesaid area dedicated shall rernain with the
CX�s and this instrument is solely for the purpose of assuring the
t of Health of the Commonwealth of Virginia as to the matters herein above set
forth so long as said parcel is used for a water supply systern; and this dedication shall be null
and void and of no further effect should the well on the said premises be abandoned and the
use tharcof for a water supply system cease -
WITNESS the following signatures and seal this � day of
r
BY:
A717EST:
i, A Notary Public for the County aforesaid in the
Cqp7llmonwcalth of Virginias do certify that 01&L&j `-Me- -z 4a ,whose namca
arc signed to the writing above, bcaring date on the �.'��' day ofJ,a a(D
have acknowledged the same before me in my County aforesaid.
Given under my hand this l day of
V
Notary Public
My Commission Expires
Ibis Well Dedication Document, as described above. was recorded In Deed Book
page on the day of —.10—.
SIGNED: of the
County Clerks Office
06/17/96 10:11 TX/RX NO, 0601 P.002 1
07!2412008 12:53 4349787575 MCRAVEN I-'F;UL Ut'
COMMONWEALTH of VIRGINIA.
Randolph. L. Gordon, MD., MRH
Commissioner
Mr. Charles McRaven
1781 Productions, Ltd.
Drawer G
Free Union, VA 22940
Dear Mr. McRaven:
Department of Health
P O BOX 2448
RICHMOND, VA 23218
TDD 1-800-82&-1120
SUBJECT- Albemarle County
Water - General -Jefferson Amphitheater
Plans and specifications for the development of a drilled well and the construction of
gravity storage tanks, booster pumps, and a pressure tank at the proposed Jefferson
Amphitheater, located in Albemarle County, as prepared by 2rw Consulting Engineers,
have been reviewed by this Department. The plans include six (6) sheets dated July 1,
1996 and three (3) sheets dated June 3, 1996 titled "Jefferson Amphitheater, 1781
Productions, Albemarle County, Virginia". Specifications are included on the plan sheets.
In accordance with Part 1, Article 3, Section 1.23 (VR 355-18-003-17) of the
Commonwealth of Virginia Waterworks Regulations, this letter is to advise that,
subsequent to our review, the previously described plans and specifications are technically
adequate and approved by this Division. One copy of the plans with specifications
thereon, with a State Health Department approval sticker is enclosed_ Any local permits
must be obtained from appropriate officials before construction begins.
In accordance with Part 1 , Article 3, Section 1.24 (VR 355-18-003.18), Issuance of the
Construction Permit, Waterworks Construction Permit No. 202996 with an effective date
of July 31, 1996 is enclosed. This permit is your authorization from the State Health
Commissioner to construct the subject public waterworks in accordance with these
approved plans and specifications. Any deviations from approved plans and specifications
affecting capacity, hydraulic conditions, operating units, the functioning of the water
treatment process, or the quality of the water to be delivered must be approved by this
Division before any such changes are made. Revised plans and specifications shall be
submitted to our Lexington Environmental Engineering Field Office in time to permit the
review and approval before any construction work is begun that will be affected by such
changes.
VDHODF HEALTHNT
P -1V(1 -k Vn and Y,., Fn�iipnm,.�l
OT/24/2008 12:53 4349787575 MCRAVEN PAGE 07
Mr. Charles McRaven
Page 2
SUBJECT: Albemarle County
Water - General -Jefferson Amphitheater
Upon completion of the construction of the waterworks, the owner shall submit to this
Division's Lexington Environmental Engineering Field Office two copies of a statement
signed by a licensed professional engineer stating that the construction work was
completed in accordance with approved plans and specifications. Upon receipt of this
statement, the satisfactory bacteriological analyses required following disinfection, and final
inspection by a Division representative to insure that the work has been satisfactorily
completed, the State Health Commissioner will issue an operating permit in accordance
with the Waterworks Regulations.
If we can be of assistance, please do not hesitate to contact Mr. James W. Moore III, P.E.,
District Engineer, at 540/463-7136.
Sincerely,
Allen R. Hammer, P,Ez., Director
Division of Water Supply Engineering
cc 2rw Consulting Engineers - Attn: Mr. Tim Miller
Albemarle County Building Official - Attn, Mr. Jesse Hurt
Albemarle County Health Department - Attn: Dr. Susan McLeod
VDH - Lexington Environmental Engineering Field Office
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF HEALTH
DIVISION OF WATER SUPPLY ENGINEERING
WATERWORKS CONSTRUCTION PERMIT
1781 Productions, Ltd. Is Hereby Granted Permission To Construct A
Noncommunity Waterworks That Will Consist of the development of Well No. 1
at Jefferson Amphitheater Located In _Albemarle County In Accordance With the
(City, Town and/or county
Provisions of Title 32.1, Chapter 6, Articie 2, Section(s) 32.1 - 172 , Code of Virginia, as Amended, and Section(s) 1.20 and 1.24
Of the Waterworks Regulations of the Virginia Department of Health As Amended. This Permit Is Issued fn Accordance With the Following Plans, Specifications
and Other Documents Plans include six (6) sheets dated July 1 1996 and three (3) sheets dated June 3 1996 titled `Jefferson Amphitheater, 1781 Productions
Albemarle County, Virginia". Specifications are included on the plan sheets.
An Engineering Description Sheet Is Attached Dated July 31, 9996
PERMIT NO. 202996
EFFECTIVE DATE July 31, 1996
EXPIRATION DATE July 30, 2001
FtEC0MMENDED
Di, a, DIvlsl.n of Wat*r auvP4 EngrA'.'J"
RECOMMENDED
Dlr.ttor, OtRca o! W.7., Rcz.m.
APPROVED
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07/24/2008 12: 53
4349787575
INSTALLATION
COUNTY:
LOCATION
MCRAVEN
STATE HEALTH DEPARTMENT
ENGINEERING DESCRIPTION SHEET
Jefferson Amphitheater
Albemarle
DATE: July 31, 1996
CERTIFIED CLASS: NA
TYPE: Noncommunity
taut U i
On the south side of Route 250 at the intersection of Route
250 and Route 794 near Boyd Tavern in Albemarle County
OWNER: 1781 Productions, Ltd.
Drawer G
Free Union, VA 22940
OPERATOR: Charles and Linda McRaven
PERMIT NO.: 202996
DATE ISSUED: July 31, 1996
TYPE OF TREATMENT: None
SOURCE:
Single drilled well
DESIGN BASIS: 8000 gpd
DESCRIPTION OF SYSTEM:
This project consists of developing a single drilled well and the construction of gravity
storage tanks, booster pumps and pressure tank to serve the proposed Jefferson
Amphitheater (1781 Productions) located in Albemarle County,
Well Number 1 is located approximately 1100 feet north of the main parking lot. The
well, completed in September 1993, is drilled to a depth of 125 feet. The well is cased
with heavy steel well casing to a depth of 100 feet and grouted with cement grout to a
depth of 50 feet. The well casing extends 12 inches above a 6 foot by 6 foot by 6 inch
thick concrete pad and is provided with a pitless adapter, sanitary well seal, and well
cap. Water is pumped from the well by a Red Jacket, 1 HP, submersible pump capable
of delivering 26 gpm at 73 feet TDH into dual 2000 gallon gravity storage tanks. A
sample tap and totalizing water meter are located on the 21-, inch well discharge line
prior to the storage tanks. The reliable well yield following a 48 hour pump test was 23
gpm.
Storage consists of dual 2000 gallon welded steel gravity storage tanks. Each tank
measures 6 feet in diameter by 91,-� feet long and provides 2000 gallons of effective
storage. Each tank is provided with an access manway, drain line, screened tank vent
and screened overflow. The total effective storage volume provided with both tanks
07,-`24/2008 12:53 4349787575 MCRAVEN
T- SLI�_.La.O N 9 Z I D w Ia - l_. aUr" T D N F o
VIIRC tA
` DHS
Aol�er� 1tw sed
D�n�
PAGE 11
P,. 01
Office of Water Programs
Environmental Engineering Field Office
131 Walker Street
Lexington, Va. 24450
Phone: (540)463-7136
I
FACSTMII.E TRANSNUI"TAL
FAX: (540) 463-3892
Aatc= June 17, 1996
Please Mtiver To: Tim Miller
Dcpart=nt/A,gency: 2RW
From: Jinn Moore, District Eoginftr
Lexington Environmental Engineering Field Office
Subject: 1781 Productions Water System Approval
Attaebed is a copy of the well lot dedication doct=em which. we &wiuscd. 1 deed the following items in
order to issue a coristruetion permit:
1) Surveyed Wcll Lot Piet (100 ft x 100 ft with well iu cc=cr)
2) Well Lot Dedicasioa Doc u w= (attadvd)
[Plat and Dedication Docurnent n= be recorded in Albem ria County]
3) 3 Secs of Project Plans & Speclfleadona Showing:
Well (w/ conerew pad, sample tap, tnttt I sanitary well mal, pump TDH calculations)
Well House or Pidcss Adapter Awembfy
Water Line from Well to Storage w/ Diainf ion SpecifIcation,
Storage Tanks & Booster Pun4* w/ all piping axad TDH calculations & Disinfection Spec)
If you have any questions or if t can be of Witional assisumm, please let me b)ow. HM 11
Number of Pages inchsding T'r4mminal Flora: _2_jlk?e
TRANSIv MION PROBl.smS ???, Please Call
(540)4,63-7136
06/17/96 10:11 TX/RX N0,0601 P.001
07x''24!2008 12:53 4349787575
MCRAVEN mut U4
RM
OSYSTEORATORN
OX h
:2tT�lXrtbillV�1't�;xte >e, : r s
.��a�l�"�?7 `.Il�f ��J�F, <�•��;.��x•. k: �:o �>,;:: zi...z TS°i iz ,nXz <4 ' _..+„z 2zz t.
904 X7374a
Client: Mathen Well Drilling and Pum2 Service
e of analysis: Most Probable Number MPN drinking water
Sample ID: McRaven Well
Tracking #ID: 1720-1728
Date: September 18, 1993
Sam” �e N•�.irber :�ate:and �'�m�e S�;a }��° .�at�.�t�ce���E .. , Resui`ts � 1��'�.u�its/.l;do� ..
1 9/16/93 2:00 am 9/16/93 <.02 — no growth
2 9/16/93 3:00 am 9/16/93 <.02 — no growth
3 9/16/93 4:00 am 9/16/93 <.02 — no growth
4 9/16/93 5:00 am 9/16/93 <.02 — no growth
5 9/16/93 6:00 am 9/16/93 <.02 — no growth
6 9/16/93 7:00 am 9/16/93 <.02 — no gowth
7 9/16/93 8:00 am 9/16/93 <.02 no growth
8 9/16/93 9:00 am 9/16/93 <.02 — uo zrowth
9 9/16/93 10:00 am 9/16/93 <.02 -- no growth
This well meets standards set for drinking water under the Safe Drinking Water Act
and Commonwealth of Virginia.
If you have any questions regarding tltese resu}t�be0f
se contact me or tine Biotechnology
Division Laboratory. Please let us know if we can any further service to you.
Pamela E. Bell, Ph.D.
Director, Biotechnology Laboratory
07/24/2008 12:53
4349787575
MCRAVEN
Page 2 - Albemarle County - Jefferson Amphitheater Engineering Description Sheet
Ha( -DE 1 b
is equal to 4000 gallons. Water is pumped from the gravity storage tanks by three 5
HP Taco centrifugal pumps each capable of delivering 85 gpm at 136 feet TDH.
System pressure is maintained by a single prepressurized tank with an effective volume
of 200 gallons.
DESIGN BASIS
Well No. 1 - Yield = 23.0 gpm
Well Pump Capacity = 26 gpm
Source caps ity is limited to 23 gpm by well yield -
23 gpm x 2 ERC/gpm = 46 ERCs
46 ERCs x 400 gpd/ERC = 18,400 gpd
Storaae Capacity
Gravity Storage - 2000 gallons @ 2 tanks = 4000 gallons
4000 gallons - 200 gal/ERC = 20 ERC
20 ERC x 400 gal/ERC = 8000 gpd
Hence, the design capacity of this waterworks will be equal to 8000 gpd limited by
the available storage capacity.
JWM/mep
Page 1 of 2
Steve Edwards
n: kmc123kn@netscape.net
Monday, August 11, 2008 10:48 AM
To: sedwards@terraconceptspc.com
Subject: Fwd: Mulching Facility
Attachments: REGISTRATION STATEMENT.doc; FEE FORM-2008.DOC
-----Original Message -----
From: Pascarella,Jonathan <jepascarella@deq.virginia.gov>
To: kmc123kn@netscape.net
Cc: Simmerman,Graham <ghsimmerman@deq.virginia.gov>; Critzer,Olive <obcritzer@deq.virginia.gov>;
Showalter,Kelly <krshowalter@deq.virginia.gov>
Sent: Fri, 8 Aug 2008 9:49 am
Subject: RE: Mulching Facility
Hello Mr. Vess,
I am not sure what regulatory areas you have explored for your business so I have provided information on the Waste, Water, and
Air programs below.
As we have discussed, the Virginia Solid Waste Management Regulations have a conditional exemption for mulch, the mulching
ss, and the raw materials that are collected and stored to make the mulch. This exemption is available providing that certain
C a are met. The criteria are that 75% of the raw material on-site at the beginning of the calendar year is processed into mulch
at the end of that year, and that the site is operated such that no open dump, hazard or public nuisance is created. Additionally,
since your operation will receive pallets, there may be pallets that are too contaminated to be processed into mulch. These pallets
will need to be collected separately and sent for proper disposal. If this waste stream is greater that 5% of the total material
coming into the site, you may be required to obtain a Materials Recovery Facility permit from DEQ. The most efficient procedure
would be for your company to reject the objectionable material and send it back to the generator for proper management. Thus, if
you operate under the parameters listed above, no Waste permit would be required. Please contact me by email or the phone
number below if you have any questions regarding the waste aspect of this operation.
Regarding storm -water. I have attached to this email, a registration statement which includes an SIC code list and a fee -form. If
your operation has one of the listed SIC codes, a storm -water permit will be required. Additionally, if your facility has a point -
source discharge, you will need to obtain the storm -water permit. Please review the attached information and contact Ms. Olive
Critzer, in VRO's Water Program with any questions. Ms. Critzer can guide you through this process if you need help or have
questions. She can be reached at 540-574-7877.
Finally, equipment that operates on petroleum fuels or processes that emit dust/fumes, etc, may require a permit from our Air
Pollution Control program. Please contact Ms. Kelly Showalter to discuss any Air permits that may be required for your grinding
equipment or operations. Ms. Showalter may be reached at 540-574-7843.
1 hope this information is useful. Again, Please contact me by email or the phone number below if you have any questions
regarding application of the Waste regulations to your operation.
Thanks.
JED
Jed Pascarella, Environmental Program Planner
DEQ - Valley Regional Office
r.v. Box 3000, Harrisonburg, VA 22801
ph: 540-574-7838 fx: 540-574-7878
-----Original Message -----
8/12/2008
Page 2 of 2
From: kmc123kn netscape.net [mailto:kmc123kn netscape.net]
Sent: Wednesday, August 06, 2008 9:20 AM
To: Pascarella,Jonathan
Subject: Re: Mulching Facility
Mr. Pascarella:
Centra Virginia Recycling is setting up a facility for producing high quality mulch. The County of
Albemarle has requested a letter from DEQ stating the requirements for storm water management. We will only
be processing clearing debris, pallets. No painted material will be accepted or treated wood, metal products or
construction demo. Thank you very much for your help with this letter.
Kennely e. Vess
----Original Message -----
From: Pascarella,Jonathan <jepascarella@dei vir ig; nia.gov>
To: kmcl23kngnetscape.net
Sent: Wed, 6 Aug 2008 6:10 am
Subject: Mulching Facility
Jed Pascarella, Environmental Program Planner
VA DEQ - Valley Regional Office
P.O. Box 3000, Harrisonburg, VA 22801
ph: 540-574-7838 fx: 540-574-7878
It's time to go back to school! Get the latest trends and gadgets that make the grade on AOL Shopping.
It's time to go back to school! Get the latest trends and gadgets that make the grade on A01 -Shopping.
8/12/2008
T.H. Glennon Co., Inc.
26 Fanaras Onve • Salisbury MA 01952.978-465-722,2 *Fax 978465-32.28
Water -Based Adhesives, Coatings and Colorants --✓Experience Our Chemistry-- 4 ww.mulchcoloriet.com
July 22, 2008
Environmental statement:
All componcnts used in the manufacture of Colorfast colorants are non-toxic to plants and
animals_ According to federal regulations codes OSHA* and ACGIH', there are no
environmental restrictions on this product.
The iron oxide and titanium dioxide used in Colorfast Colorant is non-toxic.
Appropriate information pertaining to the health and safety concerns that nnust be observed when
handling Colorfast colorants can be found in Material Safety Data Sheets (MSUS).
If we am be of any further assistance to you, please don't hesitate to call.
*OSHA: Occupational Safety and Health Administration
*ACG1H: American Conference of Governmental Industrial Hygienists
,Material Safety Data Sheet.
U.S. Department of Labor
May be used to comply with
OSHA's Hazard Communication Standard,
Occupational Safety and 11calth Adrulaism6on
29 CFR 191 o.12oo. Standard must be
(Non -Mandatory Form)
Form Approved
1ted for specific rrguir=ents.
OMB No. 1218-0072
—jr-,dTITX (As Used on Label and List) #262 Black
Note: Blank space, are not permitted If any item is
Not applicaNe' or no information iJ available,
the sPace must be marked to indicate that.
Section I
Manufactwer's Name
Emcrgericy Telephone Number
T.H. GLENNpN CO., INC.
(979) 465-7222
Address (Number, Street, City, State, and,ZlP Code)
Tel Nu�oriber for lnfvsmatiou
26 FANARAS DRIVE
(978) 465-7222
SALISBURY, MA 01952
Date 3/08�ared
Section U - Hazardous Ingredients/Identity Inform■tion
hazardous Components Composition CAS M
Weight % OSHA P£1, AMN TLV 56 (optional)
None Carbon Black#1333--86-4
-42
N/L 3.5 m m3 N/L
Water #7732.-18-5
-55
N/L N/L N/L
Polymer Proprietary
- 2
N/L NIL N/L
Additives Proprietary
- 1
N/L N/L NIL
i ►n III - Physical/Chemical Characteristics
i Point 212T
LbsJGal. 10.0
vapor Pressure (mm Hg) 17 mm
Melting Point N/A
apor Density (AIR a 1)
Evaporation Rate
> 1
(Butyl Acetate = 1) < 1
etubility in Water 100% Percent Solids by Weight 47%
ppearance and Odor
Black liquid with slight characteristic odor.
ection IV - Fire and Explosion Data
lash Point (Method)
Not Flammable
xtinguiahing Media
Not flammable. Use appropriate extinguishing media for the combustible material involved in
the fine.
)ecial Fire Fighting Procedures -
Firefighters should use self-contained breathing apparatus.
iusual Fire and Explosion Hazw* '
None
eprodam LNwtv)
#260 Black (Page 2)
-Pction V - Reactivity Data -
Stability Unstable Stable Conditions to Avoid
X Do not freeze
Incompatibility (Materials to Avoid)
Strong oxidizers; c-& chlorates brown nitrates
Hazardous Decomposition or Byproducts
Carbon monoxide, carbon dioxid oxides of Suffer
Hazardous May Occur Will Not Occur Conditions to Avoid
Potymertmork x`
Route($) of Entry: inhalation? Skin? t agemon
N/A N/A N/A
Health Hazards (Acute and Chronic)
-.
Carcinogenicity- — NTP? IARC Monographs? OSHA Regulated'1
No No Group 2B No
Signs and Symptoms of Exposure
Occupational exposure to this material has not been reported to cause adverse human health
effects when recommended safetx precautions are followed.
Medical Conditions
Generally Aggravated by Exposure None Known. Carbon black powder can act as irritant.
Emergency and First Aid Procedures
Randle in accordance with good industrial hygiene, avoiding unnecessary exposure and removal
of material from eyes, skin and clothing. _
Section VII - Precautions for Safe Handling and Use _
Steps to Be Taken in Case Material is Released or Spilled
Apply sawdust or sweeping compound to soak up. May be flushed to sewer or settling ponds
if local regulations permit
Waste Disposal Method
Material is not a "hazardous waste" as defined in 40 CFR 26I,(RCRA}. May be disposed of in an
approved nwitary landfill or incinerated in accordance with local regulations -
Precautions to Be Taken in Handling and Storing
Avoid overheating and exposure to high concentrations of mists and vapors.
Other Precautions
Protect from freezing --
Section VIII - Control Measures
Respiratory Prouction (Specify Type)
Wear NIOSH approved respirator in areas of high concentration of Hoists or vapors.
Ventilation Local Exhaust Special Mechanical (General) Other
Yes Preferred
Protection Gloves Eye ProtecaOn
_ Chemtical Resistant Type Safety Glasses
Other Protective Clothing or Equipment
None
Work Hygienic Practices
Follow good industrial hygiene practices
lib/b//2010b 17:1!7 b0b17/0741
O
Material Safety Data Sheet U _ S . Department of Labor
May be used to comply with Occupational Safety and Health Administration
nctlA, Hazard Communication Standard, (Non -Mandatary Form)
S
_FR 1910.1200. Standard must be Form Approved
..-sulted fors ecific ryguiTements. OMB No. 1218-0072
IDENTITY (As Used on Label and List) #298 Moeda Note: Blank spaces are not permitted ff any item is
not applicable, or no informarron is avadable,
rhe space Must be marked io inclicrae that.
Manufacturer's Name nwVUr,.0 , —...p..,.A --
T.H. GLENNON CO., INC. (9M 465-7222
Address (Number, Street, City, State, and ZIP Code) Telephone Number for tnfonnation
26 FANARAS DRIVE (978) 465-7222
SALISBURY INDUSTRIAL. PARK Date Prepared
P.O_ BOX 5311 07/04
SALISBURY, MA 01952 Sigaanuc of Preparer (optional)
Section II Hazardous Ingrediernts/Identity 10formation
Hazardous Components Composition CAS # Wei t % OSHA PEL ACGIH TLV STEL
None Iron Oxide #332-37-2 -42 N/L 5 mg/m3 NIL
Carbon Black#133346-4 -13 NAL 3.5 mg/m3 NIL
Water 117732-18-5 - NAL, NIL NIL
Po"er Proprietary - NII.. N/L NIL
Additives Proprietary - NR. NII, NAL
Section III - Physical/Chemical Characteristics
Boiling Point 212°F Lbs_/Gel. 12
-Vapor Pressure (tam Hg) 17 mm Melting Point N/A
Vapor Density (AIR = 1) Evaporation Rate
> 1 (Butyl Acetate = 1) < 1
Solubility in water 100% Percent Solids by Weigh 55%
Appearance and Odor
Brower, liquid with slight characteristic odor.
Section IV - Fire and Explosion Data
Flash Point (Method)
Not Flammable
Extinguishing Media
Not flammable. 118e appropriate eattinguisbiug media for the combustible waterital involved in
the fire -
Special .Fire Fighting Procedures
_ Fiirafitgb,tm should use self-contained breathing *urates_
Ummot Fire and Exploaiun Hzz=ds
None
Reproduce Locally)
#298 Mocha (Page 2)
Section V - Reactivity Data
cinical imotnpatibilides
It is incompatible with hydrazine, calcium biypochlorite, performic acid, and bromine
_ pentailuoride.
Haaardous Decomposition Products
None
Conditions to Avoid
None
Section VI - Health Hazard Data
This product is not considered a carcinogen by IARC, NTP, ACGIH or OSHA.
Summary of Health Risks and Symptoms of Exposure
May cause mechanical skin and eye irritation.
Principal Routes of Entry
Inhalation of dry iron oxide dust, ingestion, skin and eye contact.
Acute Effects
Causes mechanical skin and eve irritation.
Chronic Heahh Effects(s)
None
Emergency and first Aid Procedures
Eye Contact: Flush eyes with generous amounts of water for at least 15 minutes. Call a physician if
irritation persists.
Skin Contact: Wash skin with mild soap and water.
Inhalation: Remove to fresh air. Call a physician.
Ingestion: If conscious, give I= quantities of water to induce vomiting. Get medical attention.
ection VII - Precautions for Safe Handling, Use or Disposal
Spill/teak Procedures
Contain the spial to prevent discharge to surface streams or storm sewers. Since landfill
operations
will not accept liquid waste, allow to dry if possible before collecting for disposal. An absorbent
material would aid in cleaning up a liquid spill. ,If liquid cleanup is necessary, collect in drums,
buckets or other containers.
Waste Management/Disposal
The environment concern is discoloration of lend or water. If possible, the slurry should be dried
before disposal. Disposal must be made in accordance with Federal, State and local regulations.
Pursuant to 40 CFR part 261 of the Resource Conservation & Recovery Act (RCRA) Regulations
currently in effect, discarded Iron Oxide would not be classified as a hazardous waste.
Precautions to be taken in handling and storing -
For transportation emergencies, call CHEMTREC, 24 hour Information service, (800) 424-9300.
Material Safety Data. Sheer
U.S. Dep-trtment of Labor V
May be used to comply with Occupational Safety and Health Administration
OSHA's Haurd Communication. Standard, (Non -Mandatory Form)
^ "'FR 1910.1200. Standard must be Form Approved
Jted for spoxific rcquilrC nts. OMB No. 1218-0072
IDENTITY (AS Uwd un Label and Lisp 4208 Red Note: B1anA spaces are not permitted !f any item is
(iron Oxide Dispersion) not replicable, or no information is available,
the space must be marked to indicate that.
Section I
Manufacturer's None Emergency Telephone Number
T.H. GLENNON CO_, INC. (978) 465-'x222
Address (Number, Street, City, State, and ZIP Code) Telephone Number for Inforwetion
26 FANARAS DRIVE (978) 465-7222
SALISBURY INDUSTRIAL. PARK Date Prepared
P.O. BOX 5311 44/02
SALISBURY, MA 01952 Signature of Prtparcr (optional)
Section 11- Hazardous Ingredientsildentity Wormation
Hazwdous Components Composition CAS # Weism % OSHA PEL ACG1F i TLV STEL
None Iron Oxide ##332-37-2 -71
Water #7732-18-5 - 25
N/L 51mrJm3 N/L
N/L N/L N/L
Polymer Proprietary - 3 N/L NIL N/L
Additives Proprietary - 1 N/L N/!, N/L
Section III - Physical/Chemical Characteristics
Boiling Point 212OF Lbs./Gal. 18.2
Vaprm Pressure (mm Hg) 17 mm Melting Point N/A
Evaporation Raw
V aper Density (Alit 1) > I (Butyl Acetate — 1) < 1
Solubility in Water 100% Percent Solids by Weight 75%
Appearance and Odor
Red liquid with slight characteriatic odor.
Section IV - Fire and Explosion Data
Flash Point (Method)
Not Flammable
Extinguishing Media
Not flammable. Use appropriate extinguishing media for combustible material involved in the fire.
Special Fire Fighting Procedures
Firefighters should use self-contained breathing apparatus.
Unusual Fite and Explosion Hazards
None
produce Locally)
#208 Red (Page 2)
Section V - Reactivity Data
;hernical incompatibilities
It Is incompatible with hydrazine, calcium hypochlorite, performic acid, and bromine
nentafluoride.
Hazardous Decomposition Products
Nome _ _—
Conditions to Avoid
None
Section VI - health Hazard Data
This product is not considered a carcinogen by IARC, NIP, ACGIH or OSHA.
Summary of Health Risks and Symptoms of Exposure
May cause mechanical skin and eye irritation.
Principal Routes of Entry
Inhalation of dry iron, oxide dust, ingestion, skin and eye contact.
Acute Effects
Causes mechanical skin and eye irritation.
Chronic Health Efi'eets(s)
None
Emergency and First Aid Procedures
Eye Contact: Flush eyes with generous amounts of water for at least 15 minutes. Call a physician if
irritation persists.
skin Contact: Wash skin with mild soap and water.
lnbalation: Remove to fresh air. Call a physician.
Ingestion: If conscious, give large quantities of water to induce vomiting, Get andical attention.
Section VII - Precautions for Safe Handling, Use or Disposal
Spi]Mcak Procedures
Contain the spill to prevent discharge to surface streams or storm sewers. Since landfill
operations will not accept liquid waste, allow to dry if possible before collecting for disposal. An
absorbent material would aid in cleaning up a liquid spill. If liquid cleanup is necessary, collect in
drums, buckets or other containers.
Waste Management/Disposal
The environment concern is discoloration of land or water. If possible, the slurry should be dried
before disposal. Disposal roust be made in accordance with Federal, State and local regulations.
Pursuant to 40 CFR part 261 of the Resource Conservation & Recovery Act (RCRA) Regulations
_ currently in effect, discarded Iron Oxide would not be classified as a hazardous waste.
Precautions to be taken in handling and storing
For transportation emergencies, calls CHEM REC, 24 hour information service, (800) 424-9300.