Soil Data Explorer - EDNEYVILLE

Official Series Description

Lab Data Summary

Aggregate lab data for the EDNEYVILLE soil series. This aggregation is based on all pedons with a current taxon name of EDNEYVILLE, and applied along 1-cm thick depth slices. Solid lines are the slice-wise median, bounded on either side by the interval defined by the slice-wise 5th and 95th percentiles. The median is the value that splits the data in half. Five percent of the data are less than the 5th percentile, and five percent of the data are greater than the 95th percentile. Values along the right hand side y-axis describe the proportion of pedon data that contribute to aggregate values at this depth. For example, a value of "90%" at 25cm means that 90% of the pedons correlated to EDNEYVILLE were used in the calculation. Source: KSSL snapshot (updated 2020-03-18). Methods used to assemble the KSSL snapshot used by SoilWeb / SDE

Pedons used in the lab summary:

MLRA	Lab ID	Pedon ID	Taxonname	CI	NSSL / NASIS Reports	Link To SoilWeb GMap
130B	85P0636	85NC113020	Edneyville	6	Primary | Supplementary | Taxonomy | Pedon | Water Retention | Correlation | Andic Soil Properties	35.1169434,-83.5452805
130B	88P0881	88NC121007	Edneyville	6	Primary | Supplementary | Taxonomy | Pedon | Water Retention | Correlation | Andic Soil Properties	36.1322212,-82.2383347
n/a	78P0148	S1977TN171005	Edneyville	4	Primary | Supplementary | Taxonomy | Pedon | Water Retention | Correlation | Andic Soil Properties	n/a

Water Balance

Monthly water balance estimated using a leaky-bucket style model for the EDNEYVILLE soil series. Monthly precipitation (PPT) and potential evapotranspiration (PET) have been estimated from the 50th percentile of gridded values (PRISM 1981-2010) overlapping with the extent of SSURGO map units containing each series as a major component. Monthly PET values were estimated using the method of Thornthwaite (1948). These (and other) climatic parameters are calculated with each SSURGO refresh and provided by the fetchOSD function of the soilDB package. Representative water storage values (“AWC” in the figures) were derived from SSURGO by taking the 50th percentile of profile-total water storage (sum[awc_r * horizon thickness]) for each soil series. Note that this representation of “water storage” is based on the average ability of most plants to extract soil water between 15 bar (“permanent wilting point”) and 1/3 bar (“field capacity”) matric potential. Soil moisture state can be roughly interpreted as “dry” when storage is depleted, “moist” when storage is between 0mm and AWC, and “wet” when there is a surplus. Clearly there are a lot of assumptions baked into this kind of monthly water balance. This is still a work in progress.

Sibling Summary

Siblings are those soil series that occur together in map units, in this case with the EDNEYVILLE series. Sketches are arranged according to their subgroup-level taxonomic structure. Source: SSURGO snapshot (updated 2024-02-21), parsed OSD records (updated 2023-10-06) and snapshot of SC database (updated 2023-10-02).

Select annual climate data summaries for the EDNEYVILLE series and siblings. Series are sorted according to hierarchical clustering of median values. Source: SSURGO map unit geometry and 1981-2010, 800m PRISM data (updated 2023-10-09).

Geomorphic description summaries for the EDNEYVILLE series and siblings. Series are sorted according to hierarchical clustering of proportions and relative hydrologic position within an idealized landform (e.g. top to bottom). Most soil series (SSURGO components) are associated with a hillslope position and one or more landform-specific positions: hills, mountain slopes, terraces, and/or flats. Proportions can be interpreted as an aggregate representation of geomorphic membership. The values printed to the left (number of component records) and right (Shannon entropy) of stacked bars can be used to judge the reliability of trends. Small Shannon entropy values suggest relatively consistent geomorphic association, while larger values suggest lack thereof. Source: SSURGO component records (updated 2023-10-04).

There are insufficient data to create the 3D terrace figure.

There are insufficient data to create the 3D flats position figure.

Competing Series

Soil series competing with EDNEYVILLE share the same family level classification in Soil Taxonomy. Source: parsed OSD records (updated 2023-10-06) and snapshot of the SC database (updated 2023-10-02).

Select annual climate data summaries for the EDNEYVILLE series and competing. Series are sorted according to hierarchical clustering of median values. Source: SSURGO map unit geometry and 1981-2010, 800m PRISM data (updated 2023-10-09).

Geomorphic description summaries for the EDNEYVILLE series and competing. Series are sorted according to hierarchical clustering of proportions and relative hydrologic position within an idealized landform (e.g. top to bottom). Proportions can be interpreted as an aggregate representation of geomorphic membership. Most soil series (SSURGO components) are associated with a hillslope position and one or more landform-specific positions: hills, mountain slopes, terraces, and/or flats. The values printed to the left (number of component records) and right (Shannon entropy) of stacked bars can be used to judge the reliability of trends. Shannon entropy values close to 0 represent soil series with relatively consistent geomorphic association, while values close to 1 suggest lack thereof. Source: SSURGO component records (updated 2023-10-04).

There are insufficient data to create the 3D terrace figure.

There are insufficient data to create the 3D flats position figure.

Soil series sharing subgroup-level classification with EDNEYVILLE, arranged according to family differentiae. Hovering over a series name will print full classification and a small sketch from the OSD. Source: snapshot of SC database (updated 2023-10-02).

Block Diagrams

Click a link below to display the diagram. Note that these diagrams may be from multiple survey areas.

1. NC-2012-02-07-07 | Clay County - 1998

   Typical relationship of soils, aspect, landscape position, and parent material in the Edneyville-Plott-Chestnut-Cullasaja general soil map unit in the intermediate mountains (Soil Survey of Clay County, North Carolina; 1998).

2. NC-2012-02-07-17 | Haywood County Area - October 1997

   Typical relationship between soils, aspect, landscape position, and parent material of intermediate mountains in an area of the Plott-Edneyville-Chestnut general soil map unit (Soil Survey of Haywood County Area, North Carolina; October 1997).

3. NC-2012-02-07-19 | Jackson County - June 1997

   Relationship of soils, aspect, parent material, and landscape position in the Plott-Edneyville-Chestnut-Cullasaja soil map unit (Soil Survey of Jackson County, North Carolina; June 1997).

Map Units

Map units containing EDNEYVILLE as a major component. Limited to 250 records.

Map Unit Name	Symbol	Map Unit Area (ac)	Map Unit Key	National Map Unit Symbol	Soil Survey Area	Publication Date	Map Scale
Ashe and Edneyville stony loams, 25 to 60 percent slopes	AEF	55190	531317	ktw8	ga622	1967	1:20000
Ashe and Edneyville stony loams, 10 to 25 percent slopes	AEE	3985	531316	ktw7	ga622	1967	1:20000
Ashe and Edneyville stony loams, 25 to 60 percent slopes	AEF	17760	125641	46qy	ga632	1967	1:15840
Edneyville and Porters loams, 25 to 60 percent slopes	EPF	16670	125653	46rb	ga632	1967	1:15840
Edneyville and Porters loams, 15 to 25 percent slopes	EPE	4950	125652	46r9	ga632	1967	1:15840
Ashe and Edneyville stony loams, 10 to 25 percent slopes	AEE	1495	125640	46qx	ga632	1967	1:15840
Edneyville and Porters loams, 10 to 15 percent slopes	EPD	1210	125651	46r8	ga632	1967	1:15840
Edneyville and Porters loams, 60 to 80 percent slopes	EPG	610	125654	46rc	ga632	1967	1:15840
Edneyville-Ashe association, stony, steep	EPF	26660	531391	ktyn	ga651	1976	1:20000
Edneyville sandy loam, 10 to 25 percent slopes	EdE	10282	531393	ktyq	ga651	1976	1:20000
Edneyville loam, 25 to 45 percent slopes	EdF	48591	545948	lb37	nc009	1982	1:24000
Edneyville loam, 15 to 25 percent slopes	EdE	8800	545947	lb36	nc009	1982	1:24000
Edneyville-Chestnut complex, granitic, 30 to 50 percent slopes, stony	EtE	7313	548067	2v0xs	nc011	1997	1:12000
Edneyville-Chestnut complex, 50 to 80 percent slopes, stony	EtF	335	548068	2v0xz	nc011	1997	1:12000
Edneyville-Chestnut complex, basin, 30 to 50 percent slopes, stony	EdE	30230	1672006	2v0xr	nc021	2006	1:12000
Edneyville-Chestnut complex, 50 to 95 percent slopes, stony	EdF	23083	1672007	2v0xh	nc021	2006	1:12000
Edneyville-Chestnut complex, basin, 15 to 30 percent slopes, stony	EdD	8968	1672005	2v0y5	nc021	2006	1:12000
Edneyville-Chestnut complex, 8 to 15 percent slopes, stony	EdC	107	1672004	1t3vm	nc021	2006	1:12000
Chestnut-Edneyville complex, 30 to 50 percent slopes, stony	CkE	11561	2679207	2r923	nc027	2012	1:12000
Chestnut-Edneyville complex, 15 to 30 percent slopes, stony	CkD	3598	2679206	2r922	nc027	2012	1:12000
Edneyville-Chestnut complex, high precipitation, 30 to 50 percent slopes, stony	EdE	6539	546405	2v0xv	nc043	1991	1:12000
Edneyville-Chestnut complex, high precipitation, 50 to 95 percent slopes, stony	EdF	5590	546406	2v0xw	nc043	1991	1:12000
Edneyville-Chestnut complex, high precipitation, 15 to 30 percent slopes, stony	EdD	889	546404	2v0y4	nc043	1991	1:12000
Chestnut-Edneyville complex, windswept, 30 to 50 percent slopes, stony	CnE	477	546397	lbkq	nc043	1991	1:12000
Chestnut-Edneyville complex, windswept, 15 to 30 percent slopes, stony	CnD	240	546396	lbkp	nc043	1991	1:12000
Chestnut-Edneyville complex, windswept, 50 to 95 percent slopes, stony	CnF	62	546398	lbkr	nc043	1991	1:12000
Ashe-Edneyville complex, 30 to 50 percent slopes, very rocky	793E	2362	2509259	2p7rc	nc089	1974	1:20000
Chestnut-Edneyville complex, high precipitation, 30 to 50 percent slopes, stony	393E	2254	2509240	2t2y7	nc089	1974	1:20000
Chestnut-Edneyville complex, high precipitation, 15 to 30 percent slopes, stony	393D	927	2509239	2t2yc	nc089	1974	1:20000
Ashe-Edneyville complex, 15 to 30 percent slopes. rocky	793D	805	2509258	2p7rb	nc089	1974	1:20000
Chestnut-Edneyville complex, high precipitation, 50 to 95 percent slopes, very stony	393F	670	2509241	2t2yg	nc089	1974	1:20000
Ashe-Edneyville complex, windswept, 30 to 50 percent slopes, very rocky	795E	28	2509270	2p7wc	nc089	1974	1:20000
Ashe-Edneyville complex, 8 to 15 percent slopes, rocky	793C	16	2509260	2p7rd	nc089	1974	1:20000
Ashe-Edneyville complex, windswept, 15 to 30 percent slopes, rocky	795D	14	2509269	2p7wb	nc089	1974	1:20000
Chestnut-Edneyville complex, high precipitation, 8 to 15 percent slopes, stony	393C	6	2509242	2t2yd	nc089	1974	1:20000
Edneyville-Chestnut complex, high precipitation, 30 to 50 percent slopes, stony	EdE	17327	547065	2v0xv	nc099	1991	1:12000
Edneyville-Chestnut complex, high precipitation, 50 to 95 percent slopes, stony	EdF	14440	547066	2v0xw	nc099	1991	1:12000
Edneyville-Chestnut complex, high precipitation, 15 to 30 percent slopes, stony	EdD	11372	547064	2v0y4	nc099	1991	1:12000
Edneyville-Chestnut complex, 8 to 15 percent slopes, stony	EdC	2086	547063	lc86	nc099	1991	1:12000
Chestnut-Edneyville complex, windswept, 15 to 30 percent slopes, stony	CnD	1579	547046	lc7n	nc099	1991	1:12000
Chestnut-Edneyville complex, windswept, 30 to 50 percent slopes, stony	CnE	1284	547047	lc7p	nc099	1991	1:12000
Chestnut-Edneyville complex, windswept, 8 to 15 percent slopes, stony	CnC	461	547045	lc7m	nc099	1991	1:12000
Edneyville-Chestnut complex, 25 to 80 percent slopes, stony	EcF	22593	547193	lcdd	nc111	1989	1:24000
Edneyville-Chestnut complex, 10 to 25 percent slopes, stony	EcD	1900	547192	lcdc	nc111	1989	1:24000
Edneyville-Chestnut complex, high precipitation, 30 to 50 percent slopes, stony	EdE	21163	545830	2v0xv	nc113	1990	1:12000
Edneyville-Chestnut complex, high precipitation, 50 to 95 percent slopes, stony	EdF	15732	545831	2v0xw	nc113	1990	1:12000
Edneyville-Chestnut complex, high precipitation, 15 to 30 percent slopes, stony	EdD	9805	545829	2v0y4	nc113	1990	1:12000
Edneyville-Chestnut complex, 8 to 15 percent slopes, stony	EdC	3464	545828	l9zc	nc113	1990	1:12000
Edneyville-Chestnut complex, 2 to 8 percent slopes, stony	EdB	1109	545827	l9zb	nc113	1990	1:12000
Chestnut-Edneyville complex, windswept, 30 to 50 percent slopes, stony	CnE	638	545812	l9yv	nc113	1990	1:12000
Chestnut-Edneyville complex, windswept, 15 to 30 percent slopes, stony	CnD	507	545811	l9yt	nc113	1990	1:12000
Edneyville-Chestnut-Urban land complex, 2 to 15 percent slopes	EeC	430	545832	l9zh	nc113	1990	1:12000
Edneyville-Chestnut-Urban land complex, 15 to 30 percent slopes	EeD	373	545833	l9zj	nc113	1990	1:12000
Chestnut-Edneyville complex, windswept, 8 to 15 percent slopes, stony	CnC	97	545810	l9ys	nc113	1990	1:12000
Edneyville-Chestnut complex, 50 to 95 percent slopes, stony	EdF	1075	1671349	2v0xh	nc115	2006	1:12000
Edneyville-Chestnut complex, basin, 30 to 50 percent slopes, stony	EdE	853	1671348	2v0xr	nc115	2006	1:12000
Edneyville-Chestnut complex, basin, 15 to 30 percent slopes, stony	EdD	214	1671347	2v0y5	nc115	2006	1:12000
Edneyville-Chestnut complex, escarpment, 50 to 95 percent slopes, stony	EdF	1958	111081	2v0y1	nc149	1992	1:24000
Edneyville-Chestnut complex, 30 to 50 percent slopes, very stony	EcE	1721	117614	2v0xx	nc161	1997	1:24000
Edneyville-Chestnut complex, 15 to 30 percent slopes, very stony	EcD	583	117613	3ycz	nc161	1997	1:24000
Ashe-Edneyville complex, 30 to 50 percent slopes, very rocky	AnF	18492	2393502	2lbmr	nc175	1968	1:12000
Chestnut-Edneyville complex, high precipitation, 30 to 50 percent slopes, stony	393E	12963	2501815	2t2y7	nc175	1968	1:12000
Chestnut-Edneyville complex, 30 to 50 percent slopes, stony	AeF	10910	2390354	2l7c6	nc175	1968	1:12000
Ashe-Edneyville complex, 30 to 50 percent slopes, very rocky	793E	8341	2501834	2q1ww	nc175	1968	1:12000
Chestnut-Edneyville complex, high precipitation, 15 to 30 percent slopes, stony	393D	5889	2501814	2t2yc	nc175	1968	1:12000
Ashe-Edneyville complex, 15 to 30 percent slopes, rocky	AnE	5668	2390350	2l7c2	nc175	1968	1:12000
Chestnut-Edneyville complex, 15 to 30 percent slopes, stony	AeE	4054	2393682	2lbtk	nc175	1968	1:12000
Chestnut-Edneyville complex, high precipitation, 50 to 95 percent slopes, very stony	393F	3603	2501816	2t2yg	nc175	1968	1:12000
Ashe-Edneyville complex, 15 to 30 percent slopes. rocky	793D	2373	2501833	2q1wv	nc175	1968	1:12000
Chestnut-Edneyville complex, 50 to 95 percent slopes, stony	EdG	2265	2390375	2l7cw	nc175	1968	1:12000
Ashe-Edneyville complex, 8 to 15 percent slopes, rocky	AnD	985	2393504	2lbmt	nc175	1968	1:12000
Chestnut-Edneyville complex, 8 to 15 percent slopes, stony	AeD	810	2390355	2l7c7	nc175	1968	1:12000
Ashe-Edneyville complex, 8 to 15 percent slopes, rocky	793C	207	2501835	2q1wx	nc175	1968	1:12000
Chestnut-Edneyville complex, windswept, 15 to 30 percent slopes, stony	395D	152	2501818	2q8kp	nc175	1968	1:12000
Ashe-Edneyville complex, windswept, 15 to 30 percent slopes, rocky	795D	90	2501846	2q8kd	nc175	1968	1:12000
Chestnut-Edneyville complex, high precipitation, 8 to 15 percent slopes, stony	393C	77	2501817	2t2yd	nc175	1968	1:12000
Chestnut-Edneyville complex, windswept, 30 to 50 percent slopes, stony	395E	69	2501819	2q8kq	nc175	1968	1:12000
Ashe-Edneyville complex, windswept, 30 to 50 percent slopes, very rocky	795E	68	2501847	2q8kf	nc175	1968	1:12000
Chestnut-Edneyville complex, windswept, 8 to 15 percent slopes, stony	395C	10	2501820	2q8kr	nc175	1968	1:12000
Ashe-Edneyville complex, windswept, 8 to 15 percent slopes, rocky	795C	7	2501848	2q8kg	nc175	1968	1:12000
Chestnut-Edneyville complex, 30 to 50 percent slopes, stony	CkE	25302	529771	2t2yh	nc189	2001	1:12000
Chestnut-Edneyville complex, 15 to 30 percent slopes, stony	CkD	5871	529769	2t2yq	nc189	2001	1:12000
Chestnut-Edneyville complex, 25 to 60 percent slopes, stony	ChE	32602	1383418	1hfkd	nc193	1993	1:24000
Chestnut-Edneyville complex, 8 to 25 percent slopes, stony	ChD	4355	1383416	1hfkb	nc193	1993	1:24000
Edneyville-Chestnut complex, 50 to 95 percent slopes, rocky	ErF	3572	556275	2v0y3	nc605	2007	1:12000
Edneyville-Chestnut complex, 30 to 50 percent slopes, stony	EdE	1551	556274	2v0xp	nc605	2007	1:12000
Edneyville-Chestnut complex, 15 to 30 percent slopes, stony	EdD	312	556273	2v0y6	nc605	2007	1:12000
Chestnut-Edneyville complex, windswept, 30 to 50 percent slopes, stony	CnE	239	1912599	2266r	nc605	2007	1:12000
Chestnut-Edneyville complex, windswept, 15 to 30 percent slopes, stony	CnD	209	1912598	2266q	nc605	2007	1:12000
Edneyville-Chestnut complex, 50 to 95 percent slopes, stony	EdF	31483	546766	2v0xh	nc606	1991	1:12000
Edneyville-Chestnut complex, basin, 30 to 50 percent slopes, stony	EdE	17097	546765	2v0xr	nc606	1991	1:12000
Edneyville-Chestnut complex, basin, 15 to 30 percent slopes, stony	EdD	3810	546764	2v0y5	nc606	1991	1:12000
Edneyville-Chestnut complex, 8 to 15 percent slopes, stony	EdC	90	546763	lbyj	nc606	1991	1:12000
Ashe-Edneyville complex, windswept, 30 to 50 percent slopes, very rocky	795E	24	2509072	2q1vr	nc606	1991	1:12000
Chestnut-Edneyville complex, high precipitation, 30 to 50 percent slopes, stony	393E	8	2509126	2t2y7	nc606	1991	1:12000
Chestnut-Edneyville complex, windswept, 15 to 30 percent slopes, stony	395D	3	2509045	2q1w4	nc606	1991	1:12000
Chestnut-Edneyville complex, high precipitation, 15 to 30 percent slopes, stony	393D	2	2509041	2t2yc	nc606	1991	1:12000
Edneyville-Chestnut complex, granitic, 30 to 50 percent slopes, stony	EvE	1741	526452	2v0xs	tn019	2000	1:24000
Edneyville-Chestnut complex, 50 to 80 percent slopes, stony	EvF	766	526453	2v0xz	tn019	2000	1:24000
Edneyville loam, 25 to 45 percent slopes	EdF	761	526534	knwz	tn091	2000	1:24000
Edneyville loam, 12 to 25 percent slopes	EdE	300	526533	knwy	tn091	2000	1:24000
Edneyville-Chestnut complex, granitic, 30 to 50 percent slopes, stony	EvE	209	526535	2v0xs	tn091	2000	1:24000
Chestnut-Edneyville complex, 30 to 50 percent slopes, stony	CjE	90	526524	2t2yh	tn091	2000	1:24000
Chestnut-Edneyville complex, 15 to 30 percent slopes, stony	CjD	74	526523	2t2yq	tn091	2000	1:24000
Chestnut-Edneyville complex, 20 to 50 percent slopes	102E	376	2401343	2llsp	tn171	1980	1:24000
Edneyville gravelly fine sandy loam, 25 to 60 percent slopes, extremely stony	13E	3239	135926	4kfq	va019	1985	1:24000
Edneyville gravelly fine sandy loam, 15 to 25 percent slopes, extremely stony	13D	314	135925	4kfp	va019	1985	1:24000
Edneyville fine sandy loam, sloping	EdC	206	519204	kf8j	va035	1965	1:15840
Ashe-Edneyville complex, 35 to 55 percent slopes	2E	11191	1914820	228jd	va063	2007	1:24000
Ashe-Edneyville complex, 35 to 55 percent slopes, very stony	3E	2137	1914822	228jg	va063	2007	1:24000
Edneyville-Ashe complex, 8 to 35 percent slopes, very stony	19D	1553	1914821	228jf	va063	2007	1:24000
Edneyville-Ashe complex, 15 to 35 percent slopes	18D	602	1914819	228jc	va063	2007	1:24000
Edneyville-Ashe complex, 8 to 15 percent slopes	18C	401	1914818	228jb	va063	2007	1:24000
Peaks-Ashe-Edneyville complex, 25 to 45 percent slopes, very stony	33E	7504	582035	mjnb	va067	2004	1:24000
Peaks-Ashe-Edneyville complex, 45 to 95 percent slopes, very stony	33F	5668	582037	mjnd	va067	2004	1:24000
Ashe-Peaks-Edneyville complex, 15 to 25 percent slopes, very stony	2D	979	581931	mjjz	va067	2004	1:24000
Ashe-Edneyville-Peaks complex, 8 to 15 percent slopes, very stony	1C	541	581929	mjjx	va067	2004	1:24000
Edneyville loam, 35 to 55 percent slopes, very stony	24E	11012	1670514	1t29k	va077	2006	1:24000
Edneyville loam, 15 to 35 percent slopes	23D	7419	1670511	1t29g	va077	2006	1:24000
Edneyville loam, 15 to 35 percent slopes, very stony	24D	6242	1670513	1t29j	va077	2006	1:24000
Edneyville loam, 35 to 55 percent slopes	23E	4977	1670512	1t29h	va077	2006	1:24000
Edneyville loam, 7 to 15 percent slopes	23C	2146	1670510	1t29f	va077	2006	1:24000
Edneyville loam, 55 to 80 percent slopes, very stony	24F	1558	1670515	1t29l	va077	2006	1:24000
Peaks-Edneyville complex, 25 to 45 percent slopes, very rocky	36E	1770	2108671	28s7n	va141	2008	1:24000
Peaks-Edneyville complex, 15 to 25 percent slopes, very rocky	36D	89	2108670	28s7m	va141	2008	1:24000
Edneyville fine sandy loam, 25 to 55 percent slopes	16E	8448	520223	kgbd	va161	1990	1:24000
Edneyville fine sandy loam, 15 to 25 percent slopes	16D	2881	520222	kgbc	va161	1990	1:24000
Edneyville fine sandy loam, 7 to 15 percent slopes	16C	1250	520221	kgbb	va161	1990	1:24000
Edneyville fine sandy loam, 2 to 7 percent slopes	16B	266	520220	kgb9	va161	1990	1:24000
Edneyville sandy loam, 35 to 60 percent slopes, extremely stony	55E	7395	2525256	2qm1q	va606		1:24000
Edneyville sandy loam, 15 to 35 percent slopes, extremely stony	55D	1951	2525265	2qm20	va606		1:24000
Edneyville sandy loam, 60 to 80 percent slopes, extremely stony	55F	721	2525266	2qm21	va606		1:24000
Edneyville sandy loam, 3 to 15 percent slopes, extremely stony	55C	239	2525264	2qm1z	va606		1:24000

Map of Series Extent

Approximate geographic distribution of the EDNEYVILLE soil series. To learn more about how this distribution was mapped, or to compare this soil series extent to others, use the Series Extent Explorer (SEE) application. Source: generalization of SSURGO geometry (updated 2023-10-04).