HomeMy WebLinkAboutSDP201300004 Assessment - Environmental 2013-01-22 u.n.n.rn(t LOUISA
ALBEMARLE
NELSON FLWANNA
Thomas Jefferson Soil and Water Conservation District
706 Forest St, Ste G
Charlottesville, VA 22903
975-0224
February 8, 2013
TO: Johnathan Newberry
Planning Department
RE: Soils Report for:
Ivy Creek United Methodist Church
RECEIVED
FEB I t 2Q13
CO Mm,„ ;':' TY
DEVELOPMENT
3 a E - / t , i O. =
° .flt - 89£lip:'
I `t
i
I { / -- ,r
� Air a, _ ' \,,i;iiii / )
E t`I \ E JOZ
1� O/4 � � I 1 9I 17
r 9 ab 86 Z
ldS9 79£ �1, ', Z — ( ':- E I 6a /1 89E
i ff� JL
E 00Z)
I t �> £1L£ EOLE �9S
�cn, 86I / r 1� , �ro^
1 � CJVT ' 3c-1-:),"/„.
a£ �� e
,A,_
�o e�b 1 f
:9\:e 9S 1
-- _
_os A X 89E
x 0 E�LE EJOZ ort b as . 'ai�9E 89£
• E Jr. \06>
„,,;0111M,747es5:.:::,,,,iii
!n
a�a a ��� i eoee
z
99
,. ' _t m /
/ 89E
x EdZV
HV{:
cii) El J
ro a' t�� w 39E' '''''''''''.:19*,._E\_� _ abt sf./.'
�b I °97E:/(/';
£ �9£
tip.” Ob. 'C'31'1-9'.3'
/
___
4:71f
N., ,,,... � E,80Z ��'� ab �� ore � � ah � J9£ r QG 0��, �,39r),, '''''
. J
£:)7£ 1
I:* i''''‘' ../<- 41E- ' ''' ''. '. co
...... _
,: \. : : n 0,
:.
89E �b�1 - � �
i i3t£ Jb i \�, 9,,,,
....)9, . r) .
EC7Z4 r r \�..\ r,. �\ }.
ti:JLt Clb �ab i - �>�__"_'_ \.�'_ 86T fib;•
/ , v 3Y 1? �� t. `"6.9£ - 19 T
ti f�7,b J ��, £i"_:;,,,%, 7_„,,, Q` f'17b Ili- �/
3b a 3b .,,,ii. . -.
�5 ;:�, I� ���' Bib 89 EJZb GEL EOLE
V7- r)-2y2 -y) X 2138Wf1N 133HS
VINID2lIA 'A±Nf100 318V1A1181V
J0 A3A2lf1S 110S
Map Unit Description (Brief, Generated)
Albemarle County,Virginia
[Minor map unit components are excluded from this report]
Map unit: 5B-Belvoir loam,2 to 7 percent slopes
Component: Belvoir(80%)
The Belvoir component makes up 80 percent of the map unit. Slopes are 2 to 7 percent. This component is on swales,piedmonts. The
parent material consists of residuum weathered from granite and gneiss. Depth to a root restrictive layer,fragipan,is 16 to 30 inches.
The natural drainage class is somewhat poorly drained. Water movement in the most restrictive layer is moderately high.Available
water to a depth of 60 inches is very low. Shrink-swell potential is moderate. This soil is not flooded. It is not ponded.A seasonal zone of
water saturation is at 18 inches during January, February, March,April. Organic matter content in the surface horizon is about 1 percent.
Nonirrigated land capability classification is 3w. This soil does not meet hydric criteria.
Map unit: 14B-Chester loam,2 to 7 percent slopes
Component: Chester(80%)
The Chester component makes up 80 percent of the map unit. Slopes are 2 to 7 percent. This component is on piedmonts, hillslopes.
The parent material consists of residuum weathered from granite and gneiss. Depth to a root restrictive layer is greater than 60 inches.
The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth
of 60 inches is moderate. Shrink-swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation
within a depth of 72 inches. Organic matter content in the surface horizon is about 2 percent. Nonirrigated land capability classification is
2e. This soil does not meet hydric criteria.
Map unit: 14C-Chester loam,7 to 15 percent slopes
Component: Chester(80%)
The Chester component makes up 80 percent of the map unit. Slopes are 7 to 15 percent. This component is on hillslopes,piedmonts.
The parent material consists of residuum weathered from granite and gneiss. Depth to a root restrictive layer is greater than 60 inches.
The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth
of 60 inches is moderate. Shrink-swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation
within a depth of 72 inches. Organic matter content in the surface horizon is about 2 percent. Nonirrigated land capability classification is
3e. This soil does not meet hydric criteria.
Map unit: 36B-Hayesville loam,2 to 7 percent slopes
Component: Hayesville(80%)
The Hayesville component makes up 80 percent of the map unit. Slopes are 2 to 7 percent. This component is on hillslopes,piedmonts.
The parent material consists of residuum weathered from granite and gneiss. Depth to a root restrictive layer is greater than 60 inches.
The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth
of 60 inches is high. Shrink-swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a
depth of 72 inches. Organic matter content in the surface horizon is about 2 percent. Nonirrigated land capability classification is 2e.
This soil does not meet hydric criteria.
Map unit: 36C-Hayesville loam,7 to 15 percent slopes
Component: Hayesville(80%)
The Hayesville component makes up 80 percent of the map unit. Slopes are 7 to 15 percent. This component is on hillslopes,piedmonts.
The parent material consists of residuum weathered from granite and gneiss. Depth to a root restrictive layer is greater than 60 inches.
The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth
of 60 inches is high. Shrink-swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a
depth of 72 inches. Organic matter content in the surface horizon is about 2 percent. Nonirrigated land capability classification is 4e.
This soil does not meet hydric criteria.
USDA Natural Resources
Tabular Data Version:8
Conservation Service Tabular Data Version Date: 12/15/2008 Page 1 of 2
Map Unit Description (Brief, Generated)
Albemarle County,Virginia
Map unit: 37C3-Hayesville clay loam,7 to 15 percent slopes,severely eroded
Component: Hayesville(80%)
The Hayesville component makes up 80 percent of the map unit. Slopes are 7 to 15 percent. This component is on hillslopes,piedmonts,
The parent material consists of residuum weathered from granite and gneiss. Depth to a root restrictive layer is greater than 60 inches.
The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth
of 60 inches is high. Shrink-swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a
depth of 72 inches. Organic matter content in the surface horizon is about 2 percent. Nonirrigated land capability classification is 4e.
This soil does not meet hydric criteria.
Map unit: 56B-Meadowville loam,2 to 7 percent slopes
Component: Meadowville(75%)
The Meadowville component makes up 75 percent of the map unit. Slopes are 2 to 7 percent. This component is on interfluves, uplands.
The parent material consists of colluvium derived from igneous rock. Depth to a root restrictive layer is greater than 60 inches. The
natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60
inches is high. Shrink-swell potential is moderate. This soil is not flooded. It is not ponded.A seasonal zone of water saturation is at 48
inches during January,February, March,April,May, December. Organic matter content in the surface horizon is about 3 percent.
Nonirrigated land capability classification is 2e. This soil does not meet hydric criteria.
USDA Natural Resources
Tabular Data Version:8
Conservation Service Tabular Data Version Date: 12/15/2008 Page 2 of 2
Sewage Disposal
Albemarle County,Virginia
[Onsite investigation may be needed to validate the interpretations in this table and to confirm the identity of the
soil on a given site. The numbers in the value columns range from 0.01 to 1.00. The larger the value,the greater
the potential limitation. The table shows only the top five limitations for any given soil. The soil may have
additional limitations]
Pct. Septic tank absorption fields Sewage lagoons
Map symbol of
and soil name map
unit Rating class and Rating class and
Value Value
limiting features limiting features
5B:
Belvoir 80 Very limited Very limited
Depth to cemented 1.00 Depth to cemented 1.00
pan pan
Depth to saturated 1.00 Depth to saturated 0.99
zone zone
Slope 0.68
Seepage 0.50
14B:
Chester 80 Somewhat limited Somewhat limited
Slow water 0.50 Slope 0.68
movement Seepage 0.50
14C:
Chester 80 Somewhat limited Very limited
Slow water 0.50 Slope 1.00
movement Seepage 0.50
Slope 0.37
36B:
Hayesville 80 Very limited Somewhat limited
Seepage,bottom 1.00 Slope 0.68
layer Seepage 0.50
Slow water 0.50
movement
36C:
Hayesville 80 Very limited Very limited
Seepage,bottom 1.00 Slope 1.00
layer Seepage 0.50
Slow water 0.50
movement
Slope 0.37
37C3:
Hayesville 80 Very limited Very limited
Seepage, bottom 1.00 Slope 1.00
layer Seepage 0.50
Slow water 0.50
movement
Slope 0.37
USDANatural Resources This report shows only the major soils in each map unit.Others may exist.
Tabular Data Version:8
Conservation Service Tabular Data Version Date: 12/15/2008 Page 1 of 2
Sewage Disposal
Albemarle County,Virginia
Pct. Septic tank absorption fields Sewage lagoons
Map symbol of
and soil name map
unit Rating class and Value Rating class and Value
limiting features limiting features
56B:
Meadowville 75 Very limited Very limited
Seepage,bottom 1.00 Seepage 1.00
layer Depth to saturated 0.71
Depth to saturated 0.99 zone
zone Slope 0.68
USDANatural Resources This report shows only the major soils in each map unit.Others may exist.
Tabular Data Version:8
Conservation Service Tabular Data Version Date: 12/15/2008 Page 2 of 2
.✓
a) a) a) a)
N L L L lf6 W O) L m
C CC) a) rn o) a) a) a) m E T
= _ = O o = o
.o o o
O o
a)
co
U g Co
O a
N a)_ 41) a) a) E
f0 a) L 2 l0 f0 L v
o.0 O 0 O .a a a O m
C N I J -J O O O =
O
O
a.
E
a) a) a) (t) a) a) a) t
o a m m m m m m m c
O ,_ o -oa 'oo a a a) a) -a
0 o a) o O O O O O O 3
w
0
O
a
d
L
TO
S. I I I I I 1 I
o C
C
a)
a
N
9
o
cis
Ts
C
I I I I I I
a0
O
O
N
m a cn
E a)
0 2) o a
c
i > a`)) E w
M c m 8 I . 1 I 1 i 1 m f0
4-, >, 0
]
tp = Se c
LL U o .y
o (0
6-
N E o a m
_o co Lai
a)
45 = I 1 I I I I i
I- co
eu
>
U
U) O
m — O
_ I I I I 1 I
0
C
a co
Y i i i I 1
ci
CIJ
Ce
z •i
1■
= Z
O C1
PO
O E t4
a .
E c aw C
>1_
ain a) Z V
CO a
a) a) a)
w r — -N =
Q N O
O Q> Cl) a) >, T (rj >, f0
m m m U a U co = co = = co
co
Z CL 1
c`') c'-) f■1 co
Dwellings and Small Commercial Buildings
Albemarle County,Virginia
. [Onsite investigation may be needed to validate the interpretations in this table and to confirm the identity of the soil on a given site. The numbers in
the value columns range from 0.01 to 1.00. The larger the value,the greater the potential limitation. The table shows only the top five limitations for
any given soil. The soil may have additional limitations]
Pct. Dwellings without basements Dwellings with basements Small commercial buildings
Map symbol of
and soil name map
unit Rating class and Value Rating class and Value Rating class and Value
limiting features limiting features limiting features
5B:
Belvoir 80 Somewhat limited Very limited Somewhat limited
Depth to saturated 0.98 Depth to saturated 1.00 Depth to thin 1.00
zone zone cemented pan
Shrink-swell 0.50 Depth to thin 1.00 Depth to saturated 0.98
Depth to thin 0.50 cemented pan zone
cemented pan Shrink-swell 0.50 Shrink-swell 0.50
Slope 0.13
14B:
Chester 80 Not limited Not limited Somewhat limited
Slope 0.13
14C:
Chester 80 Somewhat limited Somewhat limited Very limited
Slope 0.37 Slope 0.37 Slope 1.00
36B:
Hayesville 80 Not limited Not limited Somewhat limited
Slope 0.13
36C:
Hayesville 80 Somewhat limited Somewhat limited Very limited
Slope 0.37 Slope 0.37 Slope 1.00
37C3:
Hayesville 80 Somewhat limited Somewhat limited Very limited
Slope 0.37 Slope 0.37 Slope 1.00
56B:
Meadowville 75 Somewhat limited Somewhat limited Somewhat limited
Shrink-swell 0.50 Depth to saturated 0.61 Shrink-swell 0.50
zone Slope 0.13
Shrink-swell 0.50
USDANatural Resources This report shows only the major soils in each map unit.Others may exist.
Tabular Data Version:8
Conservation Service Tabular Data Version Date: 12/15/2008 Page 1 of 1
Vl
'O•i �,x d
.`O.4.;*
.12 CD (.0) U) 1OA co
5 o c E N
N a
d
L_
O a)
a • o)
• c-0= 7 S CO
5 0= ° O an 1n u) LO
N O E
L
U
W
C_
u! F.' O O LL) )f) w
O H
U o
co
r` r` CO CO 00 03 ' 0) 03 d' 0) 0 V 0 N- 0 V 0 I a-
c Y M c) N N N N N N Cr
. . N N. N N N N E
°Co L
_
° r
w 3 r` r- 00 03 03 v 0) v n 0) 0 • 0 r` o v o N- o
M M. N N N N N et N N N N N N 7
0
L
U O (n ) (n in O () (n O O to O O O () O O O O a
N U
N O O O O M O O M O O M 0 0 M 0 0 alai
0)03 Q. Lo 0 0 0 0 0 0 0 0 0 0 0 U) O O O U) O O '_^
0 O O O O O e- 0 0 .- o o e- O O O .- O O O H
,_' O 0) 0) CO 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0)
CO a) �`
CO U N O N N )f) N N N N N N N N N N N N N N
C .-.= a O o 0 0 o co O O 0 0 0 O O O O O O O O
•J O (+) O O M O O O O O O O O O O O O O O
a) >., 03 00. LL) (n (O Cr N (O . N O O O (t O O O )t
e- r- a- e- e- — e- e- e- N N N e- N N N �
m. 0 0 0 0 0 c� o c?
(0 3 CO a .
■ co% N- O o N O 03 N O O N )n N N )n N
U) > U '- 0- •- e- � , .- e-- .-, •- •- e- .- e- CO
O O O O O O O O O O O O O O O O O O O 0
U) 0
.—
N
L co Lc)
d E -o L` ai o 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 °° CO N
C. m �_ • o o d o 0 0 0 0 0 0 0 0 0 0 0
p ;� ` 7 • (•i er v v v v v v v v er v v NI- y
a Yvv o o O N o 0 0 0 0 0 0 0 0 0 0 0 0 0 Ca
C 0 0 o v o 0 0 0 0 0 0 0 0 o > 0
c ( $ r r ° v v v v v v v v v v •: d' 4 o. oo
U •
(1) a) o m
- f0 Y o u) o n to 0 0 0 0 0 0 O )U C) (0 0 U) 0 u) l9
E 7' (0 (0 0) (0 O M )n CO CO U) CO (0 M V (0 (0 M 7 (0 7 CO
U (p
'° N C U 6 6. 6 6[') (n O O O O O O 6 c. 6 6 U (6 O LL") 03 0
0 CO
I-
>, O (n 0 Nr U) CO In 1 M (n V 11) O O O )() O O O
0) U N M M M e1 N M N N M N N O v N N ([) N
U 0.. o us o 0 0 03 0 0 0o 0 0 0 0 6 o o O v)
N e-- .- r- 0- 0- 0- 0- e- 0- e- M N e- M N
v, a i i i i , I i , , , i i i , i i i i
(n a i i i , '1 i i i i i i i i i i i i i i
L N 0) CO O 0) 0) 0) O F- M O n M w
n N r n n r• Lo (0 0o r� to (? 09 w
m 6 o) co 0 0 0 o CO r; o o N- •7
0 ° N 7 ~ V• n V r (n (0 (0 (0 CLJ it
w y
F.I rya
O
O =
GA O
R
H
CI
M z eld
a) a)
Q y w
n a a) a
m m a U v V ccoo = ccoo = 1
Lo co co
To
-O'! T x
c a ._ a) (D CO
D2- to v m
C N
E
• O
c N
O a)
- . >Q Q
)
7 E O a •`— O LO CO o,S a� CO
E
t -
U ee
d 1
N
F- in co C
O I U
U
ca `o
V V O I� f` a0 (N ,E
C Y N N N .- CO N N E
o a)
N - t
O T
W 3 V V CD N- N- a0 00 0
Y N N N CO N N H
0
.
N
° O O (n (C) O (D (17 n
O = U M ,- O O V O O m
O)co u)a. O O O (0 O O i?
Q O O O N O O H
.N O) O) O) O) D) O) D)
CO •• c w U N N N N N (° LU
C °?— Cl- o 0 0 0 0 0 0
J X
a) CD CD CD CD O M M
a) >, CD O CD (C) O O) N-
N N N �- N
m 6.m I O o 0 o O o O
O O D_ c N (f) N I� V
N > CO ,- ,- ,- ,- ,- CO
Q ° O O O O O O O O
Q9 CD
N
t _O LO
C L' U
O O O O O O O
Q O) U'• . > ) O O O O 0 O
CV N N
C
O �` V V V Ni
" q I N O
0
CCI OOO O )a �
>,c O O O O O C O
O E V V V , V
' ° V ° O 0 o
U as .N
Cr) a) o a�
CO
(Q E 7 z.. In M V co N (C) (C) 7 CO
U O
..... _O N O \ 0 0 0 O O O F- o
j -C
_E
CL 1-
>, O O O (0 r LO n
O () V (O V' N N CO N
U a 0 0 0 0 0 0
N co N N
O)
L CO h CO V (O Cr) I)
a (n (1? c I r` Co
al O n a0 O' V CO UP) •^�
C.) y
WI
O
LA C
�y O
el
R h.
E = COC C
co O
• ° z �
D N 47
>
a) o 73
iO > CO
co CO I