HomeMy WebLinkAboutSUB201400180 Approval - Agencies C i;'''s`i `,
COMMONWEALTH of VIRGINIA
In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE
FLUVANNA COUNTY(PALMYRA)
State Department of Health 1138 Rose Hill Drive GREENE COUNTY(STANARDSVILLE)
LOUISA COUNTY(LOUISA)
Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON)
Fax (434)972-4310
Charlottesville, Virginia 22906
December 31,2014
Rachel Falkenstein
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville, Virginia 22902-4596
RE: Review of Proposed Subdivision Plat as part of a subdivision of Tax Map 43-28, located
in Albemarle County,Virginia.
Dear Ms.Falkenstein:
On November 21,2014,the County of Albemarle requested the Virginia Department of Health (via the
Albemarle County Health Department)review the proposed subdivision plat identified above.This letter is to
Now' inform you that the above referenced subdivision plat is approved for individual Onsite Sewage Systems
in accordance with the provisions of the Code of Virginia,the Sewage Handling and Disposal Regulations,
and local ordinances.
This request for subdivision review was submitted pursuant to the provisions of§ 32.1-163.5 of the Code of
Virginia which requires the Health Department to accept private soil evaluations and designs from an
Authorized Onsite Soil Evaluator(AOSE)or a Professional Engineer working in consultation with an AOSE for
residential development. This subdivision was certified as being in compliance with the Board of Health's
Regulations by: Steve Gooch; Onsite Soil Evaluator Number 1940001284. This subdivision approval is
issued in reliance upon that certification.
Pursuant to § 360 of the Regulations this approval is not an assurance that Sewage Disposal System
Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically
identified on the above referenced plat as having an approved site for an onsite sewage disposal system, and
unless all conditions and circumstances are present at the time of application for a permit as are present at the
time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage
systems.
This s .division approval doe. pertain to the requirements of local ordinances.
tipSine:
Steph t : '..o
L9 L9
Envirin '-ntal •ealth Specia st, Sr.
Onsite Sewage and Water Pr grams
Cc: Honey Breeze Hill, LLC
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rIRGINZP �/ (Wei
'yaw COUNTY OF ALBEMARLE `����� l N u
Department of Community Development
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
Date: 11/13/2014
Josh Kirtley
Environmental Health Technical Consultant
Onsite Sewage and Water Programs
Thomas Jefferson Health District
1138 Rose Hill Drive
Charlottesville, Virginia 22903
Regarding:
Project Name: SUB 2014-00180 Honey Breeze Hill, LLC—Two lot subdivision
Date Submitted: 11/06/14
Dear Mr. Kirtley:
The County of Albemarle has received application for a subdivision of Tax Map 43 Parcel 28.
This project requires Health Department approval prior to receiving final County approval. I
have included two copies of a soils study provided by the applicant dated 10/29/2014. I have also
attached the subdivision plat for your review. The county requires written approval from the
Health Director prior to approval of the plat. Please review the proposal for suitable subsurface
drainfields that comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3, 4.2.4, and
Chapter 14, Section 310 of the Albemarle County Code.
Should you have any questions or comments please feel free to contact me.
Sincerely,
Rachel Falkenstein, Senior Planner
County of Albemarle
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville, VA 22902
rfalkenstein@albemarle.org
(434)296-5832, ext 3272 phone
(434)972-4126, fax
Soils Study for Drain Field Sites
Parcel X and Residue
A Division of Tax Map 43-28
Albemarle County
Prepared for:
Honey Breeze Hill,LLC
2175 Anderson Lane
Charlottesville, VA 22911
Prepared by:
Steve Gooch Consulting Geologist,Inc.
703 Oliver Creek Road
Troy, Virginia 22974
October 29, 2014
Page 1 of 5
OSE/PE Report for:
�..► Construction Permit n Certification Letter ' 1 Subdivision Approval C
Property Location:
911 Address: 2524 Free Union Road City:
Lot X Section Subdivision
GPIN or Tax Map# 43-28 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Honey Breeze Hill, LLC
Street: 2175 Anderson Lane
City:Charlottesville State VA Zip Code 22911
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State Virginia Zip Code 22974
PE Name: License#
Nis/ Address
City State Zip Code
Date of Report 9/10/14 Date of Revision#1
OSE/PE Job# Date of Revision#2
Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.)
OSE Cover Page Abbreviated Design Form
Soil Profile Sheet Survey Plat
Soil Information Summary Sheet
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations(12 VACS-610),the Private Well Regulations(12 VACS-630)and all other applicable laws,regulations and
policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required
by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to
perform the work contained herein.
CThe work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the
exemption in Code of Virginia Section 54.1-402.11
I recommend that a(select one): c nstruction permit❑ certification letter subdivision approval p
�W.. be(select one)issued ig denied .
OSE/PE Signature 1..t.,1)-e. e9172,4(._ Date Molly
?a Z vk
Soil Profile
Reserve Drain Field
Parcel X
A Division of Tax Map 43-28
'``""" Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-8 A Brown(7.5YR 4/2) sandy clay loam 2
8-39 Bt Red(2.5YR 4/6) silty clay loam 3
39-84 C Strong brown(7.5YR 4/6) sandy loam 2
2 0-9 A Brown(7.5YR 4/2) sandy clay loam 2
9-45 Bt Red(2.5YR 4/6) silty clay loam 3
45-54 BC Reddish brown(5YR 5/4) sandy clay loam 2
54-84 C Strong brown(7.5YR 4/6) sandy loam 2
3 0-6 A Brown(7.5YR 4/2) sandy clay loam 2
6-42 Bt Red(2.5YR 4/6) silty clay loam 3
42-53 BC Reddish brown(5YR 5/4) sandy clay loam 2
53-84 C Strong brown(7.5YR 4/6) sandy loam 2
4 0-6 A Brown(7.5YR 4/2) sandy clay loam 2
6-43 Bt Red(2.5YR 4/6) silty clay loam 3
43-84 C Dark yellowish brown(10YR 4/6) sandy loam 2
5 0-7 A Brown(7.5YR 4/2) sandy clay loam 2
7-36 Bt Red(2.5YR 4/6) silty clay loam 3
36-52 BC Reddish brown(5YR 5/4) sandy clay loam 2
52-84 C Dark yellowish brown(10YR 4/6) sandy loam 2
Page 77 of 5
Appendix 2
Soil Summary Report
Now, GENERAL INFORMATION
Date 9/10/14 Submitted to Albemarle County Health Department
Applicant Honey Breeze Hill, LLC Telephone Number (434)979-7872
Address 2175 Anderson Lane Charlottesville,VA 22911
Owner same Address same
Location 2524 Free Union Road
Tax Map 43-28 Subdivision
Block/Section Lot Parcel X
SOIL INFORMATION SUMMARY _ 121etief gook Field
1. Position in landscape satisfactory? x Yes No
Describe side slope
2. Slope 6 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) X No Yes inches
5. Free water present X No Yes range in inches
6. Soil percolation rate estimated X Yes Texture group I II III IV
No Estimated rate 45 min/inch
7. Permeability test performed Yes
X No
_ If yes, note type of test performed and attach
x Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
Site Disapproved:
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 seansonal water table.
4. Rates of absorption too slow.
5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. Proposed system too close to well.
7. Other Specify
(attach additional pages if necessary)
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
designs and when applying for a certification letter or subdivision approval.
Nliaw
This abbreviated design covers the ❑ primary and reserve area, 0 only the primary area, tnly the reserve
area(check one)for Parcel X—A Division of TM 43-28(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 100'
Estimated Pere.Rate: 45 at 60" in.(depth) Number of bedrooms(or GPD): 4
1 2
Conveyance Method :_Gravity Distribution method (specify): Gravity
3c
Dispersal system basis Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: Primary (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 344 _ Total trench bottom area required: 1376
Area Calculations
Number of trenches 5 Length of trenches: 100'
Width of trenches: 3' Center to center spacing: 9'
Reserve required? This is reserve Percent reserve area required: 100
Total width of absorption area required 39' Total trench bottom area provided:__1500
The required width is calculated by multiplying the center-to-center spacing by one less than the number
f trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform
across the length of the site the trenches will need to flare apart on one end to maintain contour. When
this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will
not be able to fit the system within the approved area. It is perfectly acceptable to have more area
available,especially up and down the slope,than is required.
®" Page of
AOSE Form E Revised July 18,2007
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Scale 1"= 200' •- Soil Profile Hole
Proposed Reserve Drain Field Site
Parcel X
A Division of TM 43-28
`"" °' Albemarle County, Virginia
It Steve Gooch
Consulting Geologist
703 Oliver Creek Road
Troy, Virginia 22974
Page 1 of 5
OSE/PE Report for:
`"" Construction Permit n Certification Letter I I Subdivision Approval MI
Property Location:
911 Address: 2528 Free Union Road City:
Lot Residue Section Subdivision
GPIN or Tax Map# 43-28 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Honey Breeze Hill, LLC
Street: 2175 Anderson Lane
City:Charlottesville State VA Zip Code 22911
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State Virginia Zip Code 22974
PE Name: License#
'Nur- Address
City State Zip Code
Date of Report 9/10/14 Date of Revision#1
OSE/PE Job# Date of Revision#2
Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.)
OSE Cover Page Abbreviated Design Form
Soil Profile Sheet Survey Plat
Soil Information Summary Sheet
Certification Statement
1 hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)and all other applicable laws,regulations and
policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required
by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to
perform the work contained herein.
The work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the
exemption in Code of Virginia Section 54.1-402.11
I recommend that a(select one): nstruction permit certification letter[] subdivision approval 0
be(select one)issued denied U.
OSE/PE Signature4..r?( i Date #(171/1
Soil Profile
1212 5 Zv
Reserve Drain Field
Residue
A Division of Tax Map 43-28
New Albemarle County
Hole Depth Horizon Material Description Soil Texture
(m-) Group
6 0-4 A Brown(7.5YR 4/2) sandy clay loam 2
4-23 Bt Red(2.5YR 4/6) silty clay loam 3
23-39 BC Red(2.5YR 5/8)clay loam and dark yellowish brown 3
(10YR 4/6)loam
39-84 C Dark yellowish brown (10YR 4/6) sandy loam 2
7 0-3 A Brown(7.5YR 4/2) sandy clay loam 2
3-33 Bt Red(2.5YR 4/6) silty clay loam 3
33-60 Bt2 Red(2.5YR 5/8)clay loam 3
60-84 C Yellowish brown(10YR 5/8)sandy loam 2
8 0-4 A Brown(7.5YR 4/2) sandy clay loam 2
4-30 Bt Red(2.5YR 4/6) silty clay loam 3
30-53 BC Light red(2.5YR 6/8)clay loam and yellowish brown 3
(10YR 5/8) sandy loam
53-84 C Yellowish brown(10YR 5/8) sandy loam 2
9 0-5 A Brown(7.5YR 4/2) sandy clay loam 2
5-48 Bt Red(2.5YR 4/6) silty clay loam 3
48-84 C Yellowish brown(10YR 5/8) sandy loam 2
10 0-5 A Brown(7.5YR 4/2)sandy clay loam 2
5-40 Bt Red(2.5YR 4/6) silty clay loam 3
40-50 BC Red(2.5YR 5/8)clay loam and dark yellowish brown 3
(10YR 4/6)loam
50-84 C Yellowish brown(10YR 5/8) sandy loam 2
New
Page 3 of C
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 9/10/14 Submitted to Albemarle County Health Department
Applicant Honey Breeze Hill, LLC Telephone Number (434)979-7872
Address 2175 Anderson Lane Charlottesville,VA 22911
Owner same Address same
Location 2528 Free Union Road
Tax Map 43-28 Subdivision
Block/Section Lot Residue
SOIL INFORMATION SUMMARY , �� 0464 Fte/j
1. Position in landscape satisfactory? x Yes No
Describe side slope
2. Slope 11 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table(gray mottling or gray color) X No Yes inches
5. Free water present X No Yes range in inches
8400.43. Soil percolation rate estimated X Yes Texture group I II II IV
No Estimated rate 50 min/inch
7. Permeability test performed Yes
X No
If yes, note type of test performed and attach
X Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
Site Disapproved:
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 seansonal water table.
4. Rates of absorption too slow.
5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. Proposed system too close to well.
7. Other Specify
(attach additional pages if necessary)
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
designs and when applying for a certification letter or subdivision approval.
fir.►
This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, my the reserve
area(check one)for_Residue—A Division of TM 43-28(Property ID).
Design Basis
Total length of available area: 70' Total width of available area: 85'
Estimated Pere. Rate: 50 at 60' in.(depth) Number of bedrooms(or GPD): 2
1 2
Conveyance Method : Gravi Distribution method (specify): Gravity
3c
Dispersal system basis Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: Primary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 376 Total trench bottom area required: 1504
Area Calculations
Number of trenches 8 Length of trenches: 65'
Width of trenches: 3' Center to center spacing: _ 9'
Reserve required?_This is reserve_ Percent reserve area required: 200
Total width of absorption area required 66' Total trench bottom area provided: 1560
The required width is calculated by multiplying the center-to-center spacing by one less than the number
Of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform
across the length of the site the trenches will need to flare apart on one end to maintain contour. When
this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will
not be able to fit the system within the approved area. It is perfectly acceptable to have more area
available,especially up and down the slope,than is required.
Page of
AOSE Form E Revised July 18,2007
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Scale 1"= 2( ' Soil Profile Hole -
Proposed Reserve Drain Field Site
Residue
A Division of TM 43-28
, r. 0, ,
Albemarle County, Virginia
Steve Gooch Consulting Geologist
of,sr 703 Oliver Creek Road
Troy, Virginia 22974
nte
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Proposed Reserve D 4 n Field Site
Parcel 1 and Residue
A Division of TM 43-28
f \ _ Albemarle County, Virginia
'VW Steve Gooch Consulting Geologist
�. , �-"�J - 703 Oliver Creek Road
1 NGU NG\ URVEYING MC. Troy, Virginia 22974
21199AMITEGIV 22901
PRELIMINARY REFERENCE J013 NO. 1400600
APPROVED FOR RECORDATION
SITE COUNTY AGENT DATE
PROPERTY IS ZONED RURAL/ AGRICULTURE
PROPERTY IS IN THE LOWER MECHUM CREEK WATERSHED
SST Ty PROPERTY IS IN A DRINKING WATER RESERVIOR WATERSHED
VICINITY MAP SCALE: 1"=2000'
SUBDIVISION &
PROPERTY LINE ABANDONMENT PLAT SHOWING
PARCEL X CONTAINING
2.225 ACRES
BEING A PART OF A
DIVISION OF 23.75 ACRES
KNOWN AS TAX MAP 43 PARCEL 28
LOCATED ON THE WEST SIDE OF
STATE ROUTE 601 (FREE UNION ROAD)
APPROXIMATELY 0.25 MILES NORTH OF THE
STATE RTE. 676 INTERSECTION
JACK JOUETT MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
PARCEL X MAY NOT BE
OCTOBER 1, 2014
FURTHER DIVIDED. PARCEL Y
RETAINS 4 DEVELOPMENT RIGHTS.
OLD PARCEL 28A1 LAND RETAINS
1 DEVELOPMENT RIGHT.
INSTRUMENT CREATING PROPERTY FOR DIVISION= D.B. 4313 P. 173
OWNERS APPROVAL
THE PLATTING OR DEDICATION OF THE FOLLOWING
DESCRIBED LAND 2.225 ACRES IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE DESIRE
OF THE UNDERSIGNED OWNERS, PROPRIETORS AND
TRUSTEES, IF ANY.
ALL STATEMENTS AFFIXED TO THIS PLAT ARE TRUE AND
CORRECT TO THE BEST OF MY KNOWLEDGE.
OWNER(S): DATE
HONEY BREEZE HILL, LLC
I.F.= IRON FOUND 2175 ANDERSON LANE
I.S.= IRON SET CHARLOTTESVILLE, VIRGINIA 22911
S.F.= STONE FOUND
NOTARY PUBLIC
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY OF
20 .
MY COMMISSION EXPIRES
PROPERTY IS IN THE SOUTHWEST MOUNTAIN RURAL
PROPERTY IS NOT IN AN AG/FORESTAL DISTRICT
PROPERTY IS IN THE MECHUM CREEK WATERSHED
PROPERTY IS IN AN CHARLOTTESVILLE/ ALBEMARLE CO. DRINKING WATER RESERVIOR WATERSHED
��'�LTH OF Y
Oho}
V id
IQAIT L CL 1GER
54-17-3(a)1064
GLOECKNER ENGINEERING\SURVEYING INC.
ENGINEERS - SURVEYORS - LAND PLANNERS
1980 FOX RUN LANE
CHARLOTTESVILLE, VIRGINIA 22901
PRELIMINARY REFERENCE
JOB NO. 1400600
SHEET 1 OF 2
NOTE:
ALL SEPTIC FIELDS HAVE BEEN AAPPROVED
BY THE VIRGINIA HEALTH DEPARTMENT. 30.0 FOOT ENTRANCE
ACCESS EASEMENT CENTERLINE TABLE
ARC/LINE LENGTH RADIUS BEARING CHORD LENGTH
*PPF=PROPOSED PRIMARY FIELD* Ll 132.39 - N38.49'47'W -
L2(ARC) 199.14 435.06 N22'31'14'W 197,41
*ESF=EXISTING SEPTIC FIELD* L3 38.26 - N08•19'37'W
/if
190 *FRF=FUTURE RESERVE FIELD* L4CARC) 146.07 203.79 N13°41'00'E 142.96
L5CARC) 161.54 291.92 N15'21'27'E 159,49
L6 43.55 - N01°39'27' -
/�yC *B W*BEARING FOR ARCS ARE CHORD BEARINGS*
0 100 200 400
SCALE ItV FEET
IVP 43—3014N p \
\ MADDUX, F pg7 \
\ ` 1 0.B. 915 :.IF o r. cr'∎ 0
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$n o PD PARCEL 28 X w, V �f)
.� \ PARCEL Y c" (f'
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o 100.00' � UJ 0 2 L IF t►
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Q \ / Q 126.98Ft. s 2 Primor�arrcelide e IS �o Q
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ga �`� Qv�� Na / �� IF v0
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I I I r■IF 7? ' c/q
.49'26'45"W I I 8� p �/1/
_ 138.•5 t.<,F 0.
STATE ROUTE 22 ''IF :IF ` sio•7sFt 3SS' OR
(FREE UNION ROAD _ — — — _ , ,A Jl S2 E. 4-c,
APPROX.
-r 850 FEET TO Z i ��FREE�• 4Orh„„ F
o�&, UN/ N-i4.•
STATE RTE. 676 �`
o S51'10'13"W 0 Rpgi�
2■ 113.88Ft. `
SUBDIVISION &
PROPERTY LINE ABANDONMENT PLAT SHOWING
��yzK o� PARCEL X CONTAINING
o�o�� °r�� 2.225 ACRES
BEING A PART OF A
DIVISION OF 23.75 ACRES
4-1i-3ar KNOWN AS TAX MAP 43 PARCEL 28
LOCATED ON THE WEST SIDE OF
4 S # STATE ROUTE 601 (FREE UNION ROAD)
APPROXIMATELY 0.25 MILES NORTH OF THE
GLOECKNER ENGDJTG\3UrRV1';YZrTG INC. STATE RTE. 676 INTERSECTION
ENGINEERS - SURVEYORS - LAND PLANNERS JACK JOUETT MAGISTERIAL DISTRICT
1980 FOX RUN LANE ALBEMARLE COUNTY, VIRGINIA
CHARLOTTESVILLE, VIRGINIA 22901 OCTOBER 1, 2014 JOB NO. 1400600
PRELIMINARY REFERENCE
SHEET 2 OF 2