HomeMy WebLinkAboutSUB201700103 Assessment - Environmental 2018-06-18 at ry�rinn l 11;7 D
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COMMONWEALTH of VIRGINIA
In Cooperation with the ALBEMARLE-CHARLOTTESVILLE
Thomas Jefferson Health District FLUVANNA COUNTY(PALMYRA)
State Department of Health 1138 Rose Hill Drive GREENECOUNTY(STANARDSVILLE)
LOUISA COUNTY(LOUISA)
Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON)
Fax (434) 972-4310
Charlottesville, Virginia 22906
June 1 1,2018
Tim Padalino
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville,Virginia 22902-4596
RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage
Systems as part of a division of Tax Map 22 Parcel 3B&3D,and 3E located in Albemarle County,
Virginia.
Dear Mr.Padalino:
On June 5,2018,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 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 subdivision approval does pertain to the requirements of local ordinances.
Sincerely,
Josh Kirtley
Environmental Health Technical Consultant
Thomas Jefferson Health District
LFP2EVED o 1 N1111i .. .iJ 0 'D9$
t oWt: l)omarle
F3 Y: Health Depart
v _""
""�
COUNTY OF ALBEMARLfaCility Name:
Department of Community Development
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax (434)972-4126
June 5, 2018
Josh Kirtley
Vir a D artment of Health
T1S ose 1 nve
Charlottesville,VA 22906
RE: SUB201700103 Ragland division and boundary line adjustment(Revised—dated May 21, 2018)
Dear Mr. Kirtley:
The County of Albemarle has received an application for a Final Subdivision Plat involving Tax Map Parcel 22-3B,
Tax Map Parcel 22-3D,and proposed new Parcel 3E(comprised of"Lot(A)"and"Lot(B)"). This project requires
Health Department approval before receiving final County approval.
The applicant has provided the following for Health Department review:
• One(1)final plat(Sheets 1 and 2)(dated 5/21/2018);and
• Two(2)OSE/PE Reports for Subdivision Approval(dated 5/24/2018).
Please review the proposals for suitable subsurface drainfields which comply with the provisions of Chapter 18,
Sections 4.2.2,4.2.3,4.2.4,and Chapter 14,Sections 14-309 and 14-310 of the Albemarle County Code.
Your review comments on the subdivision plat(and corresponding soils reports)are requested by email and/or in
County View by June 26,2018. hould you have any questions,requests for assistance,or topics of discussion,please
feel free to contact me.
Thank you very much for your assistance.I
Sincerely,
rt,;,v,,Afiv
int
Tim Padal ,AICP
Senior Planner I Department of Community Development
tpadalino@,albemarle.org
(434)296-5832 ext.3088
,.
0 Alp
P 0o o
Page / _of /0
OSE/PE Report for:
Construction Permit I I Certification Letter F-1 Subdivision Approval
Property Location:
911 Address. City:
Lot A Section Subdivision R 'ArJ rovnay
J
GPIN or Tax Map# ZZ ire.' .34 Health Dept ID�
Latitude Longitude
Applicant or Client Mailing Address:
Name: F4L, le.-6 RAJ Iviv.d
Street: 363 11 L „%L„ oR
City: BA,rb�of.ravite. Vf4 _ State_Vtl Zip Code Z.2?3Z
Prepared by:
OSE Name _avifennA -S;I el?ns4ii'r _ .L.L y.39 zir-6L7 License# /79000/35-7
Address /APO, &n 7.5
/t 3
-
City Res W i Gk State 04 Zip Code 2Z9y7
PE Name: License#
Address
City State Zip Code
Date of Report 05/2 Y/2o18 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.)
p,�0 41-Z 03E earl, $tIl8%%•ne ;L��1�-rc.ko» p`a l0 PIif (c,%I rre�f�e idediv►$)
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IS 1 I
mph G•s Desrr tales ; ,9Lk.v;0.4.1 D.s Jr]
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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
he work attached to this cover page has been conducted under an exemption to the practice of engineenng,specifically the
exemption in Code of Virginia Section 54 1-402.A 11
I recommend that a(select nstruction permit certification letter subdivision approval
be(select one)issued enied U.
OSE/PE Signature 7-- Date 6r/sv/ZOIB
Ale 2 S lO
Commonwealth of Virginia VDH Use only
Health Department ID#Application for: aSewage System IVater Supply
Due Date
Owner Ir h L I Lf.6 Phone 1/3 cl-906 - 7147
Mailing Address 3633 tvenl�/ SFntt•evi, e0,4 Phone
�>4rbou,rsvil�t I/A 2Z932 Fax
Agent rf N L.1 Lt Li,.,d Phone t1311-966 -7/67
Mailing Address 36,33 er+14,7 el$hrii't- ,,ad Phone
B►9e6Arrsv4 e cM 2Z932 I?1 _APPlerll Fax
Site Address
Email
Directions to Property: 50 +haige I Qe,,J.e &VI */- Z r,,;e s E&sf te•az
Subdivision /e,411,4„..1 .hq,A.,dy Section Block Lot A
Tax Map Z Z ,ar..� 34 Other Property Identification Dimension/Acreage of Property 3.8g.9e Ks
Sewage System
Type of Approval:Applicants for new construction are advised to apply for a certification letter to determine if land is
suitable for a sewage system and to apply for a construction permit_(valid for 18 months)only when ready to build.
Certification Letter 13-Construction Permit la-Voluntary Upgrade Repair Permit �,s,,,lfcv,l bA, Rev�cw
Proposed Use:
Single Family Home(Number of Bedrooms 3 ) Multi-Family Dwelling(Total Number of Bedrooms )
Other(describe
Basements -esOIo Walk-out Basement Fixtures in Basement9Do
Conditional permit desired?DYes ' If yes,which conditions do you want?
❑Reduced water flow ['Limited Occupancy ❑Intermittent or seasonal use ❑Temporary use not to exceed 1 year
Do you wish to apply for a betterment loan eligibility letterCYe_ o *There is a$50 fee for determination of eligibility.
Water Supply
Will the water supply heiaBublic.G -'vata? Is the water suppl ist g1?
If proposed,is this a replacement well?JYes Eto If yes,will the old well be abandoned?DYes.ON°
Will any buildings within 50' of the proposed well be termite treated?13Yes,t
All Applicants
Is this a private sector OSE/PE application? . eslo If yes,is the OSE/PE package attached?, s,QNo
Is this property indeed to serve as your(owners)principal place of residenceZ - _ .;
In order for VDH to process your application for a sewage system you must attached°a plat of the property and a site sketch. For water
supplies,a plat of the property is recommended and a site sketch is required. The site sketch should show your property lines,actual and/or
proposed buildings and the desired location of your well and/or sewage system. When the site evaluation is conducted the property lines,
building location and the proposed well and sewage sites must be clearly marked and the property sufficiently visible-to-seethe topography.
I give permission to the Virginia Department of Health to enter onto the property described during normal business hours for the purpose of
processing this application and to perform quality assurance checks of evaluations and designs certified by a private sector Onsite Soil
Evaluator or Professional Engineer as necessary until the sewage disposal system and/or private water supply has been constructed and
approved
Signature of Owner/Agent Date
This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014
rt7a ,3 04 /O
VDH Use Only
Health Department IDK
Due Date
Site and Soil Evaluation Report
(For certification letters and subdivisions)
General Information
Date : O y izoiff A Jb*,.„„ele, County Health Department
Applicant. 1c i.c1 Loc. Ailitru)
Telephone Number:
Address: 3433 Bute) $i kov, ieosaci 734fbti 4rs,s/L 1/14 ZZY32.
Owner: f i`o lt kt kAr�,�.� Address:
Location • S I.Jks, of J�QQw{o 6y/ ; 1-1 2 A,;/is 4954 eI Ade Z9
Subdivision RK+I,y„d Tom; Block/Section_ Lot /Q
J Soil Informant' Summary
1. Position in landscape satisfactory Yes ✓ No Describe : 5j.shr-
Pr t vh my
2. Slope I) % I
3. Depth to rock/impervious strata Max. 76 Min. 9/ None
4. Free water present No ✓ Yes Range in inches
5. Depth to seasonal water table(gray mottling or gray color) 4//j4 inches
6. Soil percolation rate estimated Yes '" Texture group ❑I Fill I I nl V
No Estimatedrate5 min/in
7. Percolation test performed Yes ,Alumber of percolation test holes
No / Depth of percolation test holes
Average percolation rate mpi
Name and title of evaluator: 714 Sean K. kyssr C.O.O.
Signature.
D-'rtment Use
Site approved: Drainfi trench bottom be placed at (,7 (Inches)depth at site designated on permit.
Site disapproved:
Reasons for rejection: (check all that ap. y)
I. _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 seasonal water table.
4. _Rates of absorption too slow.
5. _Insufficient area of acceptable soil for required drainfield,and/or Reserve Area.
6. _Proposed system too close to well.
7. _Other(Specify)
OSE Form G(pg.l)Revised 7/02/2009
fir
VDH Use Only
Health Department IDS
Due Date
Site and Soil Evaluation Report
(For certification letters and subdivisions)
General Information
Date 411 „0,ele. County Health Department
Applicant: f nn'er Lee Jr4aJlavA
Telephone Number: 73t/-9D(c - 7/4]
Address. .3433 n nSf•H�-i�on jera3 Bi9trlo��'sv:1Jt. Vie 22932
IC
Owner• &Li Lee. f,JV„a Address: 3433 &uNI 54, o,,,Rapti
Location • s0w1115;1e, 64- 4w4t Gill • 4/' Z y,i/ss &c of IQow1e 29
Subdivision QagJli fi .„y Block/Section_ Lot
Soil Inform 'on Summary
1. Position in landscape satisfactory Yes No Describe :
- Nok
ReStalle.
2. Slope 7
3 Depth to rock/impervious strata Max S7 Min. 32 None
4. Free water present No ✓ Yes— Range in inches
5 Depth to seasonal water table(gray mottling or gray color) A//IJ inches
6. Soil percolation rate estimated Yes "Texture group 01 nil EtirrrlIV
No Estimated rate 70 min/in
7. Percolation test performed Yes umber of percolation test holes
No Depth of percolation test holes
Average percolation rate mpi
Name and title of evaluator: e.0.O.
Signature:
artment Use
— ite approved: Drainfi trench botto o be placed at I (inches)depth at site designated on permit
Site disapproved:
Reasons for rejection: (check all that apply)
I. _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 seasonal water table.
4. _Rates of absorption too slow
5. _Insufficient area of acceptable soil for required drainfield,and/or Reserve Area.
6. _ Proposed system too close to well.
7. _Other(Specify)
OSE Form G(pg 1)Revised 7/02/2009
i
Page C.
of /0
Date of Evaluation'OS/it/sot?,+000.00a Profile Description
SOIL EVALUATION REPORT
Property ID. Tpyt n}? ZZ res e( 34
Where the local health department conducts the soil evaluation the location of profile holes may be shown on the schematic drawing
on the construction permit or the sketch submitted with the application If soil evaluations are conducted by a private soil scientist,
location of profile holes and sketch of the area investigated including all structural features i e sewage disposal systems,wells,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 form
_'�See application sketch See construction permit _ See sketch on reverse side or page attached to this form
Hole# Horizon Depth Description of color,texture,etc. Texture
(Inches) Group
Re-sortie.
1 A 0-7 7.Syt V/y RrOW.. C/ Ld AY.1
tt 7-Z9 S-Yts/4 Vt-Ilr,,.,tsk L CI., how,
Gs 29- '13 S'YtG/, /l.31t<1 tile,' Lt k+ ei L 4.
R. 1/3.,+ Rogl - /il a c.a -Sias.,
%
2 A 0-S 7,cYIL 'h Brew.. G I,.-, lo,►►,, =
III 5-33 3'1454 YeIL,scsh, Lc'I CI lh1. 1 �
Sc 33—S4 SYII Sh Y.NA,,t sk Rani L btr C/nr,how.
R S6"t A7a4k - AI,'tA ..L,s+
3 A o-Y 7.sYa ti/N 13,-eW,► Gl..i L, 3s
$t (1-ZS , Sy/4 s,4 ysiiowtsk IQ.,) 647 Le,.. 33:c
6 23--32 7.5-YR /L rn„' Brow" Lr,!tG/,y /.e.t� '�
R 32`+ Rook a-�/�7,uo Stilt.*
rrsmA
'-1 A 0-G 10 YQ Yir D,,,,b ,s A Bata, L s,,...1 -]r
$A 4- IS svcYt' Y.11a.e'.4,I-J ..
CZ, L. ., 1:Ir
Af rs-st SyR rie, Y.1/s,,rsh 4_1 e-ly 1*.-,
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'4
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Shr Brb,..A.. L.'7,.a C 3TX
G A p- s 7,sr7t y/ .A.,....,n e l Ate,,... =
'61- s-y9 2.s-"/,t r 1. Q.J C..1 ,,G.,,,,,
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al /7.SYIL'6 5/.4,:j Bro...0i L7/tf/y La147
REMARKS
OSE Form G(pg 2)Revised7/02/2009
Page G of Jo
Design Calculations
Property ID: %pX /Ile z2
Flow
Type of use(residential, etc)Res;e) AN.I Show Calculations Here'
No. of bedrooms: 3 M
No. of employees: /tip
Square Footage of building space:1sao /-),
Daily flow (peak design) in GPD:yso 6fD
Treatment
No. of septic tanks: / Sap c / Pure Show Calculations Here'
Size of septic tank(s):
Pretreatment required? _yes
If yes, specify type of treatment device:
Absorption area design
Soil Texture Group: 'Mr If pump system, enhanced flow, or LPD show
Reserve area required? s_no calculations here or on a separate sheet.
50% ./100% other(check one) (dosing volume, head, pump design, etc.)
Specify other
Water Supply
Class of well: ZICg Describe(bored, drilled): pC'S D..Il i Weil
Distance between septic tank(s) and
well: 324}
Distance between absorption area and
well: Sb1+
Information and calculations required for commercial and/or conditional use applications only
OSE Form I Revised 7/2/2009
Page / 0f /6
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.
This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, my the
reserve area(check one)for Woe /11A1 22 ppr�.1 3A (property ID).
Design Basis
Total length of available area: do Total width of available area: 66
Estimated Perc. Rate: '7o at (9 in. (depth) Number of bedrooms(or GPD): 3'.M or y' 4P1)
Conveyance Method: P%,,� Distribution method (specify): 771.-2 i-o brave Te.,ck
Dispersal system basis 7 4), S y Siok LGMI required? No (Yes 2)
Effluent quality required: SetCndwrl (Primar<geconda0 Advanced Secondary)
Square feet per bedroom:*V lafp l.y! =34674 Total trench bottom area required: /093
Gravity,pump,siphon
z
Enhanced flow,LPD,or Drip Dispersal
3
Table 5.4 of SHDR or identify the GMP used
Area Calculations
Number of trenches 7 (Note if a pad is used) Length of pad or trenches: C90
7�
Width of pad or trenches: 3 Center to center spacing:
Reserve required? ks Percent reserve area required: /00 4
Total width of absorption area required 64 Total trench bottom area provided: /240 7A.
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.
OSE Form E Revised 7/2/09
Page of /0
System Specifications D
Property ID: 'T filar, 22 Pgrv.1 34 "- 1 iNwow'y
Applicant Information
Name Fr„Li
lee 454
Phone L/3 y-C - 7147
Address 3433 W.,r„►>L,� 5hsI c.. AO CI
BAr�..rsv;ik VA 22932.
Location Information
Tax Map No. ZZ for,' 34 Property address
GPIN No.
Directions ,,,,4l 5 j f J/ AM t 4 i; Subdivision„e44 1,,,,i fgM.l y
41- Z a s ilwss 01 Ae.ric L9 Section Block /
Lot B _
General Information
System Type Number of bedrooms 33g
(e.g. septic tank,drainfield) Daily flow L/go(pp(gpd)
Type of property hi.s;��;»
(e.g. commercial, residential, etc.)
Conditions
Sewer Line Septic Tank—Inlet/Outlet Structure
Schedule 40 PVC,4" for equivalent Capacity: 1000 gallons
(add check or describe equivalent below) 2" septic tank j,, n gallons
Per the 2000 Sewage Handling&Disposal
Regulations, Check which option chosen:
Septic tank with inspection port f
Septic tank with effluent filter
Reduced maintenance septic tank
Conveyance line/force main Information Distribution box Information
Method No. of boxes
(e.g. gravity,pumping, dosing siphon) No. of outlets /t
If pumping, attach Pump Spec Sheet Surge or splitter box required:
Material 5,L4„,L. yo lU4 Yes No .f
Pipe diameter Z"
Slope of pipe_AIM (in inches)
Header line Information Percolation line Information/Absorption
Area
1500 pound crush strength Yes Center to center spacing/ft.
Minimum slope is 2"/100 ft. Yes f Required spacing/ft.
Installation depth 67 inches
Aggregate depth j3 inches
No. of Laterals 7 Lateral length 40 ft.
Lateral bottom slope p2,3 inches
Lateral width 3i► inches
OSE �' Date dS/iy/2oi3
OSE Form J Revised 7/2/2009
Page ? of /O
System Specifications Property ID: -r /ym„1 22 tArcG 134 —Reser vt.
Applicant Information
Name �$Its g �,�� Phone L/3y- 104 - 7/67
Address 3633 ,,,e,,l Atka,.,ko.,J
ggrlbulsv;lle VA 22'13Z
Location Information
Tax Map No. 22 ps- e.I'34 Property address
GPIN No.
Directions Saktaaldz epWIC Gy/; Subdivision Also +1
t/ Z m,/cs E,tsf ost ROG4c, 29 Section Block
Lot A
General Information
System Type 7= Number of bedrooms 3B
(e.g. septic tank, drainfield) Daily flow 4' o(,Pp (gpd)
Type of property Re6Js„.s f
(e.g. commercial, residential, etc.)
Conditions TL 2 10 GPI
Sewer Line Septic Tank—Inlet/Outlet Structure
Schedule 40 PVC,4" ✓or equivalent Cadpacity: boo gallons
(add check or describe equivalent below) 2" septic tank Ivoo gallons
Per the 2000 Sewage Handling&Disposal
Regulations, Check which option chosen:
Septic tank with inspection port c/
Septic tank with effluent filter _
Reduced maintenance septic tank
Conveyance line/force main Information Distribution box Information
Method No. of boxes /
(e.g. gravity,pumpi g, dosing siphon) No. of outlets /2-
If pumping, attach Pump Spec Sheet Surge or splitter box required:
Material Soh.dµ � (/0 >WG Yes_No_✓
Pipe diameter 2,"
Slope of pipe RI/I1 (in inches)
Header line Information Percolation line Information/Absorption
Area
1500 pound crush strength Yes Center to center spacing ft.
Minimum slope is 2"/100 ft. Yes Required spacing 7_ft.
Installation depth Id inches
Aggregate depth 13 inches
No. of Laterals 7 Lateral length 40 ft.
Lateral bottom slope2-3 inches
Lateral width 34 inches
OSE Date 05/20013
OSE Form J Revised 7/2/2009
Tax Map 22 Parcel 3B `��`
3.00 Ac. (before Adj.) �q.'� (A) �9O. \c p d�10
F G ')
-1.34 Ac. Lot (A) „ s4� 9%J�e 9od
+0.34 Ac. Lot (D) S44'57'49"W ii uF / co :7' 0 R O
2.00 Ac. (New Total) 173.78' ,' I,PDF ?0"'cD• 10.6 /
TAP 22-3C IF ) c•-/ a1' h0
New Parcel 3E Leslie Ann Ragland
10' uP� �;' �a�'2 2�
Well Esmt. (B) S
New Lot (A) = 1.324 Ac.
�2. `'' . P '�`O 2°
New Lot (B) = 2.516 Ac. ���� A0�`�
New Lot (C) = 0.546 Ac. RDF Ag {'0D 000'
Lots (A), (B) and (C) are to be Parcel 3D A06•• . .1,--'
IF (c)
combined to create a 4.39 Ac. 8.62 Acres •`�.o' <re
parcel known as Parcel 3E. �2c (residue) •Zp;A �' .
tit) 6. �� 5�2 '
4ti Ce I■�j`a, �-` PDF
�` i `���� �' RDF •
•ati ,��'ae . - �o ti'
ati•2, \4cK
4, \oOcO� ,0� l�G Pc3 a,
�1 �� Q�C�� �0 TAP 22-4A2 '
6Sd� ` •'L� �;,, ,i ' Yeffrey L. Shl fflett, etux '
d/)fly _�_,_ /RDF 1"� � �' 4
0.8.891 Pg.630 /
Lot
,�'' / \
/
\\ / 100 Year" \'\‘' Q!"� �` 1 '
�%�'\ "Flood Zone -S • '. �� •O'N '
" PDF ,�jO��P� \ /
\---- -.
s� : - :'- i w' '
`J ' ` _ -,— ---',:\__, %,; IF \� (1) N44 '53'05"W 149.
65 - OLD LINE
(2) N44 '52'29"W 61.65' - NEW LINE
o •
p0 \\_,`r �\ (3) N45'07'05"E 385.35' - NEW LINE
Q _creek ��• 7 �\ (4) S44'52'13"E 61.70' - NEW LINE 0
100' Stream Dam Break (5) S44 '52'13"E 149.68' - NEW LINE
/ & Buffer �o, �\ Indunat Zoneion (6) S45'07'31"W 385.34' - OLD LINE
��•' �0� '\ .denotes building site
Lot on Lot A, exceeding
�� (B) Uj°�4 TMP �2-4A 30,000 Sq. Ft.
2.516 Ac. AD Samuel Meade Harris, etals
- _ ` ek
� �Aj 0.8.4602 Pg.9B
IF
217.88,
4
O
39313 totaw, 43(D) Mon. Fd. 0.90'
x
1) North of Pipe Fd. `
0
TAP 21-40B
\
Lost Gander LLC
0.8.4808 Pg 716 / \
RECEIVED RECEIVED
JUN 0 5 ?n18 JUN 1 8 711
COMMUNITY COMMUNITY
DEVELOPMENT DEVELOPMENT