HomeMy WebLinkAboutSUB201900075 Correspondence 2019-06-25COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
Date: 06/25/19
Teresa Batten
Virginia Department of Health
1138 Rose Hill Drive
Charlottesville, VA 22906
Regarding:
Project Name: SUB201900075 Richard P. Palermo — Final Plat
Date Submitted: 05/15/19
Dear Ms. Batten:
The County of Albemarle has received application for a two -lot subdivision to subdivide Tax
Map 89 Parcel 63B. The plat proposes to create one new lot measuring 7.35 acres and identified
as "Parcel A" on the attached plat. The plat is being sent to the Health Department for review to
ensure that the new Parcel A and the residue of TMP 89-63B will comply with State and County
regulations after the property boundaries are adjusted as proposed.
This project requires Health Department approval prior to receiving final County approval. The
applicant has provided a soils report, which is attached. Please review the proposal for suitable
subsurface drainfields that comply with the provisions of Chapter 18, Sections 4.2.1, 4.2.2, 4.2.3,
4.2.4, and Chapter 14 Section 309, Chapter 14 Section 310, and Chapter 14 Section 416 of the
Albemarle County Code.
Should you have any questions or comments please feel free to contact me.
Sincerely,
Lu,,, �4w
Cameron Langille, Senior Planner
County of Albemarle
Department of Community Development
401 McIntire Road
Charlottesville, VA 22902
blan ig llegalbemarle.org
(434)296-5832, ext. 3432
Virginia Soil & Septic, Inc. Pige i of 8
6088 Chestnut Lane
Gordonsville, Virginia 22942
540-832-1875
AOSEME Report for
SUBDIVISION APPROVAL'
Location of Property: Lot: Parcel A Section:N/A Subdivision:N/A
1671 Dudley Mt. Road Cop:Albermarle Tax Ma ##:89-63A
Applicant/Chent Name:
Prepared by AOSE/PE
Rich Palermo
Name: Richard F. Smith
Applicant/Client Address;
AOSE Number: 194000117
1671 Dudley Mt. Road
Company Name:Virginia_Soil& Septic, Inc.
P.O. Box1911 Address —Street Address
Charlottesville Va. 22903
608$. Chestnut Lane
P.O. B. ox/911 Address — 5treetAddress
City, State zip Code
Gor ' nsville VA 22942
C ity, State Zip Code
Date of Report: 5/24/19_ I Health Department ID No.
Revision Datelsl:
q_�olntentsanaex or this
1 _Cover Page 5. Primary Abbreviated Design Formi
2. Application 6. Reserve Abbreviated Design Form;
3.Primary & Reserve Area Soil Summary Report 7. Site Sketch
4. Primary & Reserve Soil Profile Report 8.Certification Statement
Certification Statement(sr
I hereby certify that the evaluation and/or designs
Apc
contained herein were conducted in accordance with
�$
the Sewage Handling and Disposal Regulations (12Y4
VAC5-610), the Private Well Regulations (12
VAC5-615), and other applicable policies of the
N
Virginia Department of Health. Furthermore, I
certify that my evaluation and/or design contained
herein complies with all applicable laws,
regulations, and policies implemented by the
Virginia Department of Health.
I recommend a SUBDIVISION CERTIFICATION-4
be APPROVED .s
AOSE
5/24/l 9
IInsert appropriate title: "Construction Permit", "Subdivision Approval", "Certification Letter."
2Examples include: "Soil Information Summary', "Soil Profile Descriptions", "Water Supply Design Specifiaations",
"Mmary/Reserve Design Specifications, "Construction Drawings", "Site Sketch", "Product Specification Sheet."
3PE work is regulated by the Department of Professional and Occupational Regulation. This section is considered! optional for PE's.
4Fill in this blank with the appropriate term: "Certification Letter", "Construction Permit", or "Subdivision Approval."
517ill in this blank with the appropriate term: "Approved" or "Denied."
Commonwealth of Virginia
VDH Use Only
Health Dept. ID#
Due Date
Page 2 of 8
Application for: [XI Sewage System [XI Water Supply
Annroval Reauested:ll Certification Letter Il Sewnue Svstem Cnnstrnetinn Permit [X] Qnhd;t:46.n [1 11*h-
1.Owner Name: Rich Palermo Phone#: 434-969-4939
2. Mailing Address:1671 Dudley Mt. Road,Charlottesville Va. 22903
3. AOSE Name: Virginia Soil & Septic, Inc. Phone#: 540-832-1875 Fax#: 540-8
2-1875
4. AOSE Address:6088 Chestnut Lane, Gordonsville, Virginia 22942
5. Site Address: 1671 Dudley Mt. Rd.
6. Directions to the property (be specific): From the Albermarle County Health Department trice Rt. 20 S to
Rt. 64 W to exit 120 to Rt.20 S to Old Lynchburg Road to a right on Dudley Mt. Rd.
7. Tax Map#:89-63A Subdivision:N/A Section/Block: NIA Lot: A
8. Dimension/Acreage of property: See attached survey plat or site plan. Other Property identification:
%ewaue wctem
Type of approval: SUBDIVISION
Applicants for new construction are advised to apply for a certification letter to determine if land is suitable
for a sewage system and to then apply for a construction permit (valid for 18 months) only when ready to
build. Directions: Check all that apply and note number of bedrooms.
Existing Construction: [] Repair [] Modification [] Expansion [] Replacement
Proposed Use: [X] Single Family Home (# of Bdrms ) 4
[] Multifamily Dwelling (Total # Bdrms ) [] Other
Basement [X] Yes [] No Fixtures in Basement? [X] Yes [] No
Are any conditions proposed on this construction permit? [] Yes [X] No If yes, check or describe all
proposed conditions that apply: [] Reduced water flow, [] Limited capacity, [] Intermittent or seasonal
use, [] Temporary use not to exceed one year, [] Other (describe)
Proposed Sewage Disposal Method
I [X] Septic Tank Drain field I [] Pre -Treatment I [] Drip, Mound or Pad I [] Other
Reserve
[X] Septic Tank Drain field [] Pre -Treatment []Drip, Mound or Pad [] Other
Water Supply
Well: [X] IIIB [] IIIC Water supply: []Public or [X]Private? Water supply: [] Existing or [X] Proposed?
If proposed, is this a replacement well? [] Yes [X] No Will the old well be abandoned? []', Yes. [] No
Have any buildings within 100" of the proposed well been termite treated? [] Yes [] No [X] NIA
All Applicants
Is this an AOSE/PE application? [X] Yes [] No If yes, is the AOSE package attached? [] Yes—[] No
In order for VDH to process your application you must attach a site sketch and plat of the property. The site sketch must sh your properly
lines, actual and/or proposed buildings and the desired location of your well and/or sewage system. when the site evoluationlis conducted the
property lines, building location and the proposed well and sewage system sites must be cltlarly marked and the property snocieutly visible to see
the topography, otherwise this application will be denied. I give permission to the Virginia Department of Health (VDH) to 4nter onto the
property described during normal business hours for the purpose of processing this application and to perform quality assmpnce checks of
evaluation and designs certified by an Authorized Deane Soil Evaluator (AOSE) or a Professional Engineer (PE) as necessary until the sewage
disposal system bas been constructed and approved.
Signature of Owner/Agent
ROSE Form D R{ vised 9/2904
Date
Virginia Soil & Septic, Inc.
6088 Chestnut Lane
Gordonsville, Virginia 22942
540-832-1875
Page 3 of 8
Primary and Reserve Area Soil Summary Report
The information presented in this submitted package represents the best available information as of the evaluation date.
Due to the potential for subsequent events to negatively impact the recommendations made in this packet it is our S m's very strong
recommendation to submit this documentation to the local VDH for approval as soon as it is received by the client.. Failure to do so
may render the information contained in this package void. Virginia Soil & Septic, Inc., as well as certifying individuals, accepts no
liability for subsequent events that occur after the date of this evaluation.
General Information
Date:5/25/19 Submitted to:Albermarle County Health Department
Applicant Name: Rich Palermo Telephone 4:434-969-4939
Applicant Address: 1671 Dudley Mt. Road,Charlottesville Va. 22903
Owner Name: Address: Same
Directions to Property: From the Albermarle County Health Department take Rt. 20 S to Rt. 6. 4W to exit
120 to Rt. 20S to Old Lynchburg Road to a right on Dudley Mt. Road.
TM#:89-63A Subdivision: NIA Block/Section: NIA Lot: A
Soil Information Summary
1. Position in landscape satisfactory? [X] Yes; Open Side Slope, [] No
2. Slope: 12-13 %.
3. Depth to rock or impervious strata: [] Max. [] Min. [X] None
4. Depth to seasonal water table (gray mottling or gray color)? [X] No [] Yes Number of Inches:
5. Free water resent? [XI No [] Yes Range in Inches:
6. Soil percolation rate estimated Yes [X] No [] Texture Group [] 1 [] II [X];III [] IV
Estimated rate: Min/inch:60
*All Applicable regulations as well as the specific soil and site conditions (including the trench sidewalls)
were taken into account when the estimated percolation rate was assigned.
7. Permeability test performed? 1] Yes [X] No If yes, note t pe h.
Name & title of evaluator: Richard F. Smith, AOSE Signature:
bite
[X] Site Approved:
PRIMARY DRAIN FIELD to be placed at 40 inch depth at site designated on Permit.
RESERVE DRAIN FIELD to be placed at 40 inch depth at site designated on Permit.
RESERVE DRAIN FIELD to be placed at N/A inch depth or less as per future PE design.
[] Site Disapproved for Conventional Drain Field System.
Reasons for rejection:
1. [] Position in landscape subject to flooding or periodic saturation.
2. [] Insufficient depth of suitable soil over hard rock
3. [] Insufficient depth of suitable soil to seasonable water table.
4. [] Rates of absorption too slow.
5. [] Insufficient area of acceptable soil for required drain field, and/or Reverse Area.
6. [] Proposed system too close to well.
7. [] Other Specify: (attach additional pageis if necessary)
Virginia Soil & Septic, Inc.
6088 Chestnut Lane
Gordonsville, Virginia 22942
540-832-1875
Reserve Profile Description
Soil Evaluation Report
RE: TM # 89-63A,Palermo
Page 4 of 8
Where the local VDH conducts the soil evaluation, the location of profile holes may be shown on the schematic dralwing on the
construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soiliscientist, location
of profile holes and sketch of the area investigated including all structural features, ie., sewage disposal systems, wolfs, etc., within
100 feet of site (see section 4) and reserve site shall be shown on the reverse side of this page or prepared on a separate page and
attached to this packet.
0 See application sketch page [] See construction permit [X] See sketch attached to this packet
Date of Evaluation: Health Department Identification # �_
3/12/19 Backhoe Pits
Hole
Horizon
Depth
inches
Description of color, texture, etc.
Texture
Group
1
A
0-5
Dark Brown,Loam,1 OYR 3/3
2
Bt
5-20
Reddish Brown,Loatn45YR 4/4
2
BC
20-42
Reddish Yellow,Sil Clay Loam45YR 6/6
3
C
41-60
Reddish Yellow,Silt Loam,5YR 6/6
3
2
1 A
0-6
Dark Brown,Loam, I OYR 3/3
2
Bt
6-24
Reddish Brown,Silt Loam,5YR 4/4
3
BC
25-45
Red, Silt Loam, IOR 5/6
3
C
45-60
Red,Dark Red,Sandy Loam, IOR 5/6,2.5YR 4/6
2
3
A
0-5
Dark Brown,Loam,10YR 3/3
2
Bt
5-22
Yellowish Red,Silt Loam,5YR 5/6
2
BC
22-38
Yellow,Red, Sandy Clay Loam, IOYR 7/6,1OR 516
2
C
38-60
Yellow,Yellowish Brown,Sand Loam,1 OYR 7/6,5/6
2
4.
A
0-3
Yellowish Brown,Loam,1 OYR 5/6
2
Bt
3-12
YeIlowish Brown,Yellow,Silt Loatn,IOYR 5/6,7/6
3
BC
12-39
Red,Yellow Silty Clay Loam, IOR 5/6,10YR 7/6
3
C
39-60
Reddish Yellow, Silt Loam,5YR 616
3
5
A
0-4
Dark Yellowish Brown,Loam,10YR 3/6
2
Bt
4-15
Yellowish Brown,Loam, IOYR 5/6;
2
BC
15-42
Reddish YellowSilty Clay Loam,5YR 6/6
3
C
42-60
Red,Dark Red Silt Loam,1 OR 5/6,�/6
3
Remarks:Primary and Reserve are conventional trenches .
Virginia Soil & Septic, Inc.
6088 Chestnut Lane
Gordonsville, Virginia 229,42
540-832-1875
Paige 5 of 8
Primary Abbreviated Design Form
TM#:89-63A,Pa1ermo
This form is for use with gravity and pump drain fields, enhanced flow systems and low
pressure distribution systems when applying for a certification letter or subdivision
approval. To the best of our knowledge and belief, this site complies with all local and
state ordinances such as the CBPA. (Reserve area calculations are shown on a separate
abbreviated design form later in this packet.)
Design Basis Data
A. Estimated Percolation Rate (minutes per inch) 55
B. Recommended trench bottorn sq. feet required per bedroom
From Table 4.6 based on [X] Gravity [] LPD
[] Sq. Ft. required, PuraFio/A.dvantex loading rate ='s gpd,/sq ft. 412
C. Number of bedrooms
Area calculations
na to
D. Length of trench
91 Feet
E. Length of available area
91 Feet
F. Width of trench
3 eet
G. Number of trenches
7
H. Center to center spacing
g Feet
I. Width required
51 Feet
J. Total width of available area
146 Feet
K. Total sq. foot required
1648 Sq. Ft.
L. Square footage in design
2037 Sq. Ft.
M. Is a reserve area required?
[ . ] Yes [] No
N. Percent of reserve required
1 0%
O. Percent of reserve available
100%}
Remarks: Conventional Primary.
Virginia Soil & Septic, Inc.
6088 Chestnut Lane
Gordonsville, Virginia 22942
540-832-1875
i
Nge6of8
Reserve Abbreviated Design Form
TM#:89-63A,Palermo 1
This form is for use with gravity and pump drain fields, enhanced flow systems and low
pressure distribution systems when applying for a certification letter or subdivision
approval. To the best of our knowledge and belief, this site complies with all, local and
state ordinances such as the CBPA.
Design Basis Data
A. Estimated Percolation Rate (minutes per inch) 60
B. Recommended trench bottom sq. feet required per bedroom
From Table 4.6 based on [X] Gravity [] LPD 412
[] Sq. Ft. required, Secondary Treatment loading rate ='s gpd,/sq ft.
C. Number of bedrooms 4
Area calculations
D5451
D. Length of trench
97 Feet
E. Length of available area
91 Feet
F. Width of trench
3 °'
G. Number of trenches
6
H. Center to center spacing
91'
I. Width required
48 Feet
J. Total width of available area (Includes area allocated for reserve.)
49 Feet
K. Total sq. foot required
1648 Sq. Ft.
L. Square footage in design
1746 Sq. Ft.
M. Is a reserve area required?
[X] Yes [] No
N. Percent of reserve required
100%
O. Percent of reserve available
1000/.+
Remarks: Conventional Reserve
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Virginia Soil & Septic, Inc. Page 8 of'8
6088 Chestnut Lane
Gordonsville, Virginia 22942
Phone & Fax 540-832-1875
Certification Statement
County:ALBERMARLE COUNTY
Property Identification: TM#:89-63A,Palermo
Submitted by:Richard F. Smith,O.S.E.1940001172
This is to certify according to subsection 32.1-163.5 a,,.5� ,A 'a that
work submitted for the referenced property is in an.to 'an with
the Sewage Handling and Disposal Regulation of �ginia Depa
Health. t
I recommend a [X] Subdivision
[ ] Certification Letter
[ ] Sewage System Construction
Be [X]APPROVED
[ ] DENIED
AOSE:Richard F. Smith, A.O.S.E. 1940001172 Signature:
Date: 5/24/19
The information presented in this submitted package represents the best available
information as of the evaluation date. Due to the potential for subsequent events to
negatively impact the recommendations made in this packet it is our firm's very strong
recommendation to submit this documentation to the local VDH for approval as soon as it
is received by the client. Failure to do so may render the information contained in this
package void. Virginia Soil & Septic, Inc., as well as certifying individuals, accepts no
liability for subsequent events that occur after the date of this evaluation.
IRON
FOUND
GL
LINE
BEARING
DISTANCE
Li
N21*03'42"E
3B.17
L2
N14-36'05"E
90.77
L3
N20'14'57"E
35.90
L4
N34'22'43"E
66.58
L5
N20'04'20"E
67.42
L6
N26'37'24"E
41.70
L7
N19'39'07"E
20.79
LB
N08'48'39"E
27.23
L91
N14-48'52"W
2.45
STATE ROUTE 706
DUDLEY MOUNTAIN ROAD
(30'PRESCRIPTIVE EASEMENT)
ZVI
`\ T . M . 89-63A
L56
TIE LINE `-`� L55 \
o N24 '35 ' 16 " E rr L54 �%
m 119.20 ' ' ' L53
3 �:,- T . M . 89-63B
43`� ��RICHARD P. PALERMO �\
D . B . 5117-69
D . B . 5117-66 & 67 PLAT `
v,'•. D.B.4281-314
cm per;; ••;' D. B. 2009-724 & 725 PLAT
RESIDUE=21.96+/- ACRES '
LINE
BEARING
DISTANCE
L10
N14`48'52"W
20.23
L11
N47'44'39"W
23.57
L12
N72-34'48"W
68.91
L13
N57'25'i2"W
25.26
L14
N41'16'27"W
22.15
L15
N17'04'05"W
26.20
L16
N04'16'48"E
69.39
L17
N07'39'19"W
36.07
LIS
N16*03'27"W
120.76
L19
Ni0'07'24"W
34.i9
L20
N00'40'48"W
28.24
L21
N11'30'41"W
28.68
L22
N24`27'28"W
29.56
L23
N33'32'05"W
22.16
L24
N44'34'5i"W
50.53
L25
N40*36'i3"Wi
90.09
IRON ,; (BY DEDUCTION FROM
FOUND L48
;,, TAXATION RECORDS'
rL46 PIPE
�+ L45 FOUND
T.M.89-8iJ4
`%
LOT 5.POPLAR RIDGE
ELIZABETH C.COBHAM REVOCABLE TRUST
`+ L44
AND GEOFFREY R.COBHAM REVOCABLE TRUST
s., • L43 NEW 30' PRIVATES` D. B.29B4-450
' `% STREET EASEMENT
D. B. 1366-642 & 643 PLAT
-L42
N17'04'01"W C'� \ HEM
41 v�
N
500.25'
9..,
v IV �2 ��.•.•:=\9�., LOT
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�S`'• ` '
�,� �p 3�
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70
DRIVE .� ;� �� D. B. 136
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<1 ,` \
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L23 T �•
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L20 '+ ST \
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►+;'`1
tea.
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L17 a n
ru
T.M.B9-618
L16
i tiry
TRACT 2
RICHARD P.PALERMD
i�
L15
D. B. 5131-244
IRON SET
`
LiL13 =:; AT 25.00'
D.B.5117-66 & 67 PLAT
�, q
L1O r LB
r L7
L6
GRAPHIC SCALE 1"=200' L5 PARCEL
��: �;
L4 7.35 ACF
0 200 400
!
600 r L3
r ' r L2
r
L i PROPOSED
SEPTIC
DRAINFIELD
STAKE AREA
0.
O �� STAKE
IRON �. °!_�:: 'so
SET STAKE
�- A6
FOR
REVIEW
,r s9?3' ;>
a�
STAKE
• �� psi .mob.
•sue �ry
SCALE: I" = 200 '
DATE: APRIL 1 i, 2019
IRON
FOUND
FOR
RICHARD P.PALERMO
ROGER W.RAY & ASSOC..INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
RAYSURVEYING.COM
LINE
BEARING
DISTANCE
L26
N48059'34"W
132.34
L27
N55'35'27"W
30.16
L28
N68'52'07"W
32.94
L29
NBB'15'31"W
28.63
L30
S73°54'19"W
26.50
L31
S56'34'47"W
26.16
L32
S40'38'13"W
67.OB
L33
S55'43'05"W
25.05
L341
S76°02'22"W
22.70
L35
NB3.09'35"W
19.82
L36
N72'15'43"W
27.11
L37
N63°05'01"W
38.80
L38
N57'51'26"W
87.29
L39
N58'48'37"W
47.70
L40
N70432'20"W
99.04
L41
N68"27'02"W
90.16
L42
N59'43'33"W
36.17
L43
N46'52'00"W
20.67
L44
N36'20'55"W
51.73
L45
N17°04'01"W
105.72
L46
NOi'44'02"W
26.13
L47
N15'07'45"E
42.56
L48
N28'16'4i"E
35.83
L49
N39'16'10"E
76.77
L50
N37'27'16"E
39.99
L51
N31.48'06"E
91.71
L52
N36'29'05"E
69.20
L53
N31'22'02"E
24.66
L54
N18418'31"E
29.21
L55
N02430'27"W
20.i9
L56
N26'23'06"W
23.30
L57
N67'i4'56"W
46.62
L58
N63'ii'38"W
94.40
L59
N55'09'52"W
38.79
L601
N39'i0'26"W
+/-85.38
kLTH DEPARTMENT
COPY
IDT FOR RECORDATION
.M.89-BiJ3
L POPLAR RIDGE
CE G.FINCANNON
B.4662-493
6-642 & 643 PLAT
T.M.89-81J2
LOT 3,POPLAR RIDGE
DABNEY S.WELLFORD.JR.
& CAROLYN M.WELLFORD
O.B.5119-638
D.B.1964-460 PLAT
D.B.1366-642 & 643
PLAT
T
�So
s
PIPE
FOUND,'
+
IES
=V
IRON FOUND 0.23'
NORTHWEST OF LINE
IRON FOUND 0.30'
�"--SOUTHEAST
OF LINE
IRON FOUND 0.18'
NORTHWEST OF LINE
T.M.B9-60
KATHLEEN J.MULLINS
REVOCABLE TRUST
D.B.5089-649
D.B.3942-4 PLAT
D.B.201-478 PLAT
SHEET 2 OF 2
14736