SW7061222_HISTORICAL FILE_20200611

NORTH CAROLINA .....a
Department of Environmental Qua

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M DD

Wa%0
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
June 11, 2020
Bertie County
Attention: Mr. Juan Vaughan, Interim Manager
P.O. Box 530
Windsor, NC 27983
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7061222
Bertie County DSS
Bertie County
Dear Mr. Vaughan:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7061222 for a stormwater treatment system consisting of two
wet detention ponds serving Bertie County DSS located at 1415 S. King Street,
Windsor, NC expires on January 2, 2021. This is a reminder that permit renewal
applications are due 180 days prior to expiration. We do not have a record of receiving
a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Also, it was noted in the file review that a designer's certification that the
project was constructed in accordance with the approved plans as required by the
permit has not been submitted. Please include this with your application. Permit
application forms for renewal can be found on our website at:
https //deq.nc.goy/ ou /divisions/energy mineral land resources/energy-mineral-land-
riilpc/ctt,rmwater-program/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application form. You can request a copy by e-mailing me at roper. thorpeCa-)ncdenr.00v.
Sincerely,
pT "r .��
Rog K. Thorpe
Environmental Engineer
ig
DEQ��
North Carolina Department of Environmental Quality I DMsion of Energy. Mineral and land Resources
Washington Regional Office 1 943 Washington Square Mall 1 Washington. North Carolina 27889
257946.6481

MWA
NCDENR
North Carolina Department of Environment and Natural Resources
943 Washington Square Mall, Washington NC 27889 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s),
Please Include this with the application package upon submittal. Project application received after 12 noon will be
stamped in the following work day. Thank youl Lyn Hardison Iyn.hardison(iilncmall.net
APPLICANT Name Zee Lamb -County Manager
Company Bertle County
Address 1906 Nash Street North City/State Windsor, NC Zip 279e3
Phone [phone] Fax Email [e-mail]
Name Bertle County DSS County Bertle
I nr.ATION IAnnRFf1C1 1415 S. King St (US Hwy 17)
Robert S. Bartlett
Company Bartlett Engineering & Surveying, PC
Address 1906 Nash Street North City/State Wilson, NC Zip 27e93
Phone [phone] Fax [phone] Email [e-mail]
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑Yes E] No
❑ STREAM ORIGIN Determination; # of Stream calls; Stream Name
© STORMWATER ❑ Low Density x❑ High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
PROJECT SYSTEM(S) TRIBUTARY TO UT to Cashie River STREAM NAME Roanoke RIVER BASIN
----------------------------------------------------------------- - ---- - -- - ----- ----
- - - - - -- - - --------------- —---------- -----------------
--
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
© LAND QUALITY x❑ Erosion and Sedimentation Control Plan with 9 0 acres to be disturbed. CK # k &C(o
-- - - — - -- --------- ----------------------------------------------------------- -------------------------- ------------- ----------------
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
CIRCLE Y/N: 401 Application []Yes ❑ No 404 Application in Process w/USCOE ❑Yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
CHECK # 9 (v V
SUBMITTAL DATES:
SW 12-l4--0(,
CAMA
LOS_I7-
For DENR use only
Fee Split for multiple permits:
$ I333. 33
DEC 14 2006
LI'iV(-I TARO
Total Fee Amount $

Oil
BAMLETT
ENGINEERING & SURVEYING, K
1906 Nash Street North Wilson, NC 27893-1726
Phone: [phone] Fax: [phone]
j(,[e-mail]
bartletteng.com
December 4, 2006
North Carolina Department of
Environment and Natural Resources
Division of Water Quality
Attn: Mr. Scott Vinson
943 Washington Square Mall
Washington, NC 27889
REFERENCE: BERTIE COUNTY DSS STORNMIA I ER NARRATIVE
BERTIE CO, NC
Mr. Vinson:
DEC 7 4 2006
The proposed Berrie County DSS, Berrie County, NC, development is located in a coastal county that is nor
draining to an ORW and is not within one-half mile of and draining to SA waters. l he development will be
treated as a High Density Option due to the concentrated development activities under Administrative Code
Section 15A NCAC 21-1.1005(3). This requires the use of a wet -detention basin to "control the runoff from all
surfaces generated by one inch of rainfall".
The 15.70 acre site will have a total built upon area of 56%. Two wet -detention basins will be required to catch
runoff from all impervious surfaces. The detention basin (Pond 1-Small) drainage area consists of 1.55 total
acres of which 1.073 acres are impervious area (69.14% of the drainage area). The detention basin (Pond 2-
Large) drainage area consists of 10.15 total acres of which 7.46 acres are impervious area (73.49% of the
drainage area). 100% of the built upon area runoff for the site is designed to be captured and transported to the
wet -detention basin to provide for nutrient removal and designed to have a SA/DA sufficient to provide for
greater than 90% TSS removal. The wet -detention basin is also designed to "control the runoff from all surfaces
generated by one inch of rainfall" by providing a 2S day drawdown time for this event. ']'he remainder of the
runoff from the site is designed to be sheet flow across vegetative surfaces prior to exiting the site.
If you have any questions or need additional information, please contact our office. Thank you.
Sincerely,
on than Lec Meade
Environmental Specialist
Enclosure

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TopoZone - USGS Windsor South (NC) Quadrangle
Page 1 of 1
0 0.1 0.2 0.3 0.4 0.5 km
0 0.09 0.18 0.27 0.36 0.45 mi
35.9875-N, 76.9262°W (NAD27)
USGS Windsor South (NC) Quadrangle
Projection is UTM Zone 18 NAD83 Datum
M*
M=-10.102
G=-1.132
http://www.topozone.com/print. asp?lat=35.98748&lon=-76.92615&s=25&size=m&u=5
11/27/2006

l'opoGone - USGS Windsor South (NC) Quadrangle
Page I of 1
LF
topoz N.
C�t%4X071Mp1lYwMh
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V•J V•o o.Y 1.2 1.5 km
0 0.2 0.4 0.6 0.8 1 mi
35.98670N, 76.9265°W (NAD27)
USGS Windsor South (NC) Quadrangle
Projection is UTM Zone 18 NAD83 Datum
- I N
http://www.topozone.com/print.asp?lat=35.98669&Ion=-76.9265&size=m&u=5&layer=... 11 /27/2006

BAWLETT
ENGINEERING & SURVEYING, PC
1906 Nash Street North Wilson, NC 27893-1726
Phone: [phone] Fax: [phone] _
jon@abattlettengeorn
DEC 14 2006
December 14, 2006
North Carolina Department of
Environment and Natural Resources
Division of Water Quality
Attn: Mr. Scott Vinson
943 Washington Square Mall
Washington, NC 27889
REFERENCE: BERTIE CO. DSS SOILS EVALUATION-WINDSOR, NC
Mr. Vinson:
INTRODUCTION: A preliminary evaluation of soils and site characteristics was
performed by Jon L. Meade, PhD on December 12, 2006 to evaluate potential suitability
for onsite stormwater control using wet -detention ponds. Development of the site will
require the use of two detention ponds due to the majority of the drainage area for the site
entering a ditch that cuts across the property east to west. Pond#I (Small Pond) will
collect runoff from the site north of the ditch and Pond#2 (Large Pond) will collect runoff
from the site south of the ditch. From plan contours, significant relief for the site exists
on the western property line from an elevation of approximately 28.0' to 15.0' over only
80.0' of distance (16.25% slope).
The soil series mapped for the location include Craven along the lower areas closest to
the ditch in conjunction with Dogue in upslope areas. These soils are generally shown as
moderately well drained with permeability slow to moderately slow. Depth to seasonal
high water table is typically 18"-36". They are generally shown as clay to 46"-54"
changing to a sandy loam from 54"-70" to a loamy sand at 70"-80".
METHODS: Two soil sample bore holes (#4 and #5) were performed for Pond#1 and
locations are shown in Figure 1 with detailed information in Table 1. Soils are generally
sandy clay to a depth of 5.0' with a sticky blocky clay layer approximately 42"-60" deep
before turning to a fine to medium sand at 5.0'+. Bore hole #4 exhibited some
redoximorphic features at 24"-42" but nothing significant until 54"-60". Bore hole #5

exhibited some iron depletions at 24"-44" and strong iron depletions from 44"-60". The
high water table was estimated to be between 40"-60" and due to the restrictive layer of
the soil, some redoximorphic features would not be uncommon in upper soil layers.
Although no standing water was observed in the bore holes, the soils were fairly wet at
40"+.
Four soil sample bore holes (#1, #2, 43, and #6) were performed for Pond#2 and locations
are shown in Figure I with detailed information in Table 2. Soils are generally clay to
sandy clay to a depth of 5.0'-6.0' before turning to a fine to medium sand at 5.0'-7.0'+.
Evidence suggested a perched water table due to the restrictive clay soil layer exhibiting
redoximorphic features 18"-30" deep. The fine to medium sand layers at 5.0'+ depth
exhibited some evidence of a high water table at 6.0'-8.0', but no standing water was
observed in the bore holes. The high water table was estimated to be approximately 7.0'
deep.
CONCLUSIONS AND RECOMMENDATIONS: Based on site contours, the existing
ground elevations for Pond#1 range between 20.0' to 22.0'. With a proposed pond
bottom elevation of 15.5' and permanent pool elevation of 18.5', the soil depth of interest
range between 4.5'-6.5'. The high clay content of the soil layers down to approximately
5.0' with a high water table of approximately 40" deep should be sufficient to support a
stormwater detention pond.
The existing ground elevations for Pond#2 range between 21.0' to 26.0'. With a proposed
pond bottom elevation of 16.0' and permanent pool elevation of 20.0', the soil depth of
interest range between 5.0'-10.0'. Although the upper soil layers (down to approximately
5.0' depth) exhibited a strong clay content, the soil layer of interest (pond bottom)
exhibited extremely sandy layers. This in combination with the extreme topographic
relief on the western side of the site could pose potential problems with the stormwater
detention pond being able to sustain a permanent pool elevation especially during the
drier months. The area will most likely need to be over -excavated approximately 1.0+/-
feet deeper than the current proposed pond bottom elevation and filled with a clay layer
along the bottom and sides of the proposed detention pond. This could be accomplished
by using the upper soil clay layers that would need to be excavated during pond
construction.
If you have any questions or need additional information, please contact our office.
Thank you.
Sincerely,
Bartlett Engineering & Surveying

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NGINEERING & SURVEYING, PC I \
1906 NASH STREET NORTH
WILSON, NORTH CAROLINA 27893 I
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FIGURE 1: BORE HOLE LOCATIONS
NOTE: SOIL SURVEY/INFORMATION TAKEN FROM USDA
v 52 N NATURAL RESOURCES CONSERVATION SERVICE NATIONAL
COOPERATIVE SOIL SERVEY WEB SERVICE.
�o DgA-DOGUE 'SERIES /
III—III—III—ITI=ITI-1=--"-'! -llI=III—III=11i �' CrB-CRAVENI SERIES
FORMAY
_- i 1= 11- DgA/
s+o -WRE#3
\ POND#`
11\ J
BO�tE#2
OWLET�90RE#8
slmlmuae _
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\\Se"er3\public rebuilt\_CADD\_LANDPROJECTS\DKW\05061\dwg\05061SP3.dwg 12/14/2006

POND#1 (SMALL POND)
EXISTING CONTOURS 20.0'-22.0'
CLAY —SANDY C
0-60"
FINE TO MED.
60"+
pzzrz/,j4
FULL POOL
SEASONAL HIGH
WATER TABLE
APPROX. 40"
+ FREEBOARD
1
17.5'
SOIL LAYER/POND X-SECTION
No Scale
POND#2 (LARGE POND)
EXISTING CONTOURS 21.0'-26.0' TOP
CLAY —SANDY CLAY
0-60"
FINE TO MED.
60"+
FULL POOL 20.0'
PERCHED WATER
TABLE APPROX.
18"-30"
SHELF (WITH TOPSOIL LAYER)
POND BOTTOM 15.5'
+ FREEBOARD
1
6' PERIMETER SHELF (WITH TOPSOIL LAYER)
19.0' 1
2
1
POND BOTTOM 16.0'
ESTIMATED SEASONAL
HIGH WATER TABLE
APPROX. 72"-84""
SOIL LAYER/POND X-SECTION
No Scale
\\Se"er3\public rebuilt\—CADD\—LANDPROJECTS\DKW\05061\dwg\05061SP3.dwg 12/14/2006 7:36:11 AM EST

TABLE 1: SOIL PROFILE DESCRIPTIONS
LOCATION: BORE HOLE#4
DEPTH "
COLOR
TEXTURE
DESCRIPTION
0-10
10YR
5/2
SANDY CLAY LOAM
10-24
2.5Y
6/3
SANDY CLAY
24-42
2.5Y
6/2
SANDY CLAY
10YR
5/8
REDDISH MOTTLES/REDOX CONC.
42-54
2.5Y
7/2
CLAY
BLOCKY
54-60
2.5Y
712
CLAYEY SAND
10YR
5/8
REDDISH MOTTLES/REDOX CONC.
60-72
2.5Y
7/2
FINE TO MED SAND
LOCATION: BORE HOLE#5
DEPTH"
COLOR
TEXTURE
DESCRIPTION
0-12
10 YR
5/4
SANDY CLAY LOAM
12-24
10YR
5/3
SANDY CLAY
10YR
6/4
24-44
10YR
5/4
SANDY CLAY
2.5Y
6/4
DEPLETIONS
44-60
2.5Y
5/4
CLAY
STICKY
2.5Y
6/2
DEFINED IRON DEPLETIONS
60+
2.5Y
6/4
FINE TO MED SAND
NOTES: HIGH WATER TABLE ESTIMATED TO BE 40"-60"

TABLE 2: SOIL PROFILE DESCRIPTIONS
LOCATION: BORE HOLE#1
DEPTH" COLOR
0-10 10 YR 5/6
10 YR 6/1
10-18 2.5Y 7/1
18-28 2.5Y 7/2
TEXTURE
SANDY CLAY
SANDY CLAY
SANDY CLAY
DESCRIPTION
30-40%
CRUMBLEY
28-44
2.5Y
6/2
CLAYEY SAND
2.5Y
7/1
IRON DEPLETIONS
10YR
5/8
LIGHT REDOX CONC
44-60
2.5Y
6/3
CLAYEY SAND
2.5Y
6/8
HEAVY REDOX CONC.
10YR
5/8
LIGHT REDOX CONC
60-70
2.5Y
6/2
FINE TO MED SAND
2.5Y
6/6
70-84
2.5Y
7/2
FINE TO MED SAND
10YR
5/8
MED-HEAVY REDOX CONC.
84-92
2.5Y
7/2
FINE TO MED SAND
WAVY LAYER SUGGESTING FLUCTUATIONS
10YR
5/8
IN WATER TABLE/VERY WET AND GREASY
LOCATION: BORE HOLE#2
DEPTH "
COLOR
TEXTURE
DESCRIPTION
6-18
7.5YR
5/6
CLAY LOAM
18-36
7.5YR
5/6
CLAY TO SANDY CLAY
10YR
6/2
DEPLETIONS
36-40
10YR
6/6
CLAYEY SAND
7.5YR
5/8
44-66
7.5YR
5/6
CLAY
BLOCKY/RESTRICTIVE
2.5Y
6/1
IRON DEPLETIONS
66-72
7.5YR
5/6
CLAYEY SAND
72-84
10YR
6/8
FINE TO MED SAND
SOME DEPLETIONS
84-96
7.5YR
5/6
FINE TO MED SAND
WAVY LAYER SUGGESTING FLUCTUATIONS
IN WATER TABLE/VERY WET AND GREASY

TABLE 2 (CONT.): SOIL PROFILE DESCRIPTIONS
LOCATION: BORE HOLE#3
DEPTH" COLOR
0-12 2.5Y
6/4
12-24 10YR
6/8
2.5Y
6/1
24-48 10YR
6/2
TEXTURE
CLAY LOAM
CLAY
CLAY TO SANDY CLAY
48-60
10YR
7/2
CLAYEY SAND
10YR
6/6
60-72
10YR
7/2
CLAYEY SAND
7.5Y
5/8
72-78
2.5Y
6/4
FINE TO MED SAND
78-84
7.5YR
5/8
FINE TO MED SAND
96
10YR
5/6
FINE TO MED SAND
DESCRIPTION
BLOCKY CLAY
50%
50% (DEPLETIONS)
REDOX CONC.
GREASY/STAINS HANDS
LOCATION: BORE HOLE#6
DEPTH "
COLOR
TEXTURE
DESCRIPTION
0-6
10YR
5/6
CLAY
BLOCKY CLAY
6-20
2.5Y
6/2
SANDY CLAY
80%
2.5Y
6/6
20%
20-30
2.5Y
7/2
CLAY
10YR
5/8
REDOX CONC.
30-38
2.5Y
7/2
CLAY
BLOCKY CLAY
10YR
5/8
W/ MORE REDOX CONC.
38-55
2.5Y
7/2
CLAY
HEAVY CLAY/BLOCKY
10YR
5/8
HEAVY REDOX CONC.
55-70
2.5Y
6/2
CLAY
BLOCKY CLAY
10YR
5/8
LIGHT REDOX CONC
70-84
7.5YR
5/8
FINE TO MED SAND
84+
2.5Y
7/2
FINE TO MED SAND
10YR
518
LIGHT REDOX CONC.
NOTE: RESTRICTIVE CLAY LAYER SHOWED EVIDENCE OF A PERCHED WATER TABLE 18"-30"
HIGH WATER TABLE ESTIMATED TO BE APPROXIMATELY 84"

SOIL SURVEY OF BERTIE COUNTY. NORTH CAROLINA
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12/13/2006
Pagel of3

TopoZone - USGS Windsor South (NC) Quadrangle
Page 1 of 1
Al
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0 0.1 0.2 0.3 0.4 0.5 km
0 0.09 0.18 0.27 0.36 0.45 mi
35.9876°N, 76.9258°W (NAD83/WG584)
USGS Windsor South (NC) Quadrangle
Projection is UTM Zone 18 NAD83 Datum
M*
M=-10.102
G=-1.132
http://www.topozone.com/print.asp?lat=35.98764&lon=-76.92582&s=25&size=m&u=5... 11 /27/2006

Official Series Description - CRAVEN Series
Page 1 of 5
LOCATION CRAVEN NC+AL GA SC VA
Established Series
RAG-ENH, Rev. MHC
05/2004
CRAVEN SERIES
MLRA(s): 133A, 153A
MLRA Office Responsible: Raleigh, North Carolina
Depth Class: very deep
Drainage Class (Agricultural): moderately well drained
Internal Free Water Occurrence: moderately deep, common
Index Surface Runoff: negligible to very high
Permeability: slow
Landscape: Coastal Plain
Landform: Uplands
Hillslope Profile Position:
Geomorphic Component: flats
Parent Material: marine sediments
Slope: 0 to 12 percent
Elevation (type location): 20 to 100 feet
Mean Annual Air Temperature (type location): 63 degrees F.
Mean Annual Precipitation (type location): 54 inches
TAXONOMIC CLASS: Fine, mixed, subactive, thermic Aquic Hapludults
TYPICAL PEDON: Craven silt loam - cultivated. (Colors are for moist soil.)
Ap--O to 7 inches; grayish brown (I OYR 5/2) silt loam; weak medium granular structure; very friable;
common fine and medium roots; slightly acid; clear smooth boundary. (4 to 10 inches thick)
E--7 to 9 inches; light yellowish brown (1 OYR 6/4) silt loam; weak medium subangular blocky
structure; very friable; few fine and medium roots; very strongly acid; clear wavy boundary. (0 to 5
inches thick)
Btl--9 to 12 inches; brownish yellow (1 OYR 6/6) silty clay loam; moderate fine and medium subangular
blocky structure; firm; slightly sticky, slightly plastic; thin discontinuous clay films on faces of peds;
few fine and medium roots; common fine and medium pores; very strongly acid; clear wavy boundary.
Bt2--12 to 22 inches; brownish yellow (I OYR 6/6) silty clay; common fine distinct yellowish red (5YR
5/8) mottles; moderate fine angular blocky structure; very firm, sticky, plastic; thin continuous clay
films on faces of peds; few fine roots; common fine pores; very strongly acid; clear wavy boundary.
Bt3--22 to 36 inches; brownish yellow (1 OYR 6/6) silty clay; common fine and medium distinct gray
(1 OYR 6/1) and common fine distinct yellowish red (5YR 5/8) mottles; moderate fine and medium
angular blocky structure; very firm, sticky, plastic; thin continuous clay films on faces of peds; few fine
pores; very strongly acid; gradual wavy boundary.
http://www2.ftw.nres.usda.gov/osd/dat/C/CRAVEN.html 12/11/2006

Official Series Description - CRAVEN Series
Page 2 of 5
Bt4--36 to 46 inches; light yellowish brown (1 OYR 6/4) clay; many medium distinct gray (10YR 6/1),
common medium distinct reddish yellow (7.5YR 6/8), and common fine distinct red (2.5YR 4/8)
mottles; weak medium angular blocky structure; very firm, sticky, plastic; thin continuous clay films on
faces of peds; very strongly acid; gradual wavy boundary. (Combined thickness of Bt ranges from 24 to
50 inches.)
BC-46 to 54 inches; gray (I OYR 6/1) clay; common medium faint pale brown (I OYR 6/3), common
fine and medium distinct reddish yellow (7.5YR 6/8), and common fine prominent red (2.5YR 4/8)
mottles; weak medium platy structure; very firm, sticky, plastic; very strongly acid; clear wavy
boundary. (0 to 25 inches thick)
C1--54 to 70 inches; brownish yellow (1 OYR 6/6) sandy loam; common lenses and pockets of sandy
clay loam; common fine faint reddish yellow (7.5YR 6/8) and few fine and medium distinct light gray
(I OYR 7/1) mottles; massive; very friable; very strongly acid; gradual wavy boundary.
C2--70 to 80 inches; brownish yellow (1 OYR 6/6) loamy sand; common fine and medium faint reddish
yellow (7.5YR 6/8) and few fine and medium distinct light gray (1 OYR 7/1) mottles; massive; very
friable; very strongly acid.
TYPE LOCATION: Craven County, North Carolina; 4 miles northwest of Vanceboro on N.C. 43; 0.6
mile east on S.R. 1644; 30 feet west of road in cultivated field.
RANGE IN CHARACTERISTICS:
Depth to Bedrock: Greater than 60 inches
Depth to Seasonal High Water Table: 24 to 36 inches, December to April
Rock Fragment content: 0 to 3 percent, by volume, throughout
Soil Reaction: extremely acid to strongly acid, except where limed
RANGE OF INDIVIDUAL HORIZONS:
A or Ap horizon:
Color --hue of 1 OYR or 2.5Y, value of 3 to 6, and chroma of 1 to 3
Texture (fine -earth fraction)-- loam, silt loam, very fine sandy loam, or fine sandy loam. Eroded pedons
are clay loam, sandy clay loam or silty clay loam.
E horizon:
Color --hue of I OYR to 5Y, value of 5 to 7, and chroma of 2 to 4
Texture (fine -earth fraction)-- loam, silt loam, very fine sandy loam, or fine sandy loam.
BE or BA horizon (if it occurs):
Color --hue of I OYR or 2.5Y, value of 4 to 7, and chroma of 3 to 8
Texture (fine -earth fraction)-- loam, clay loam, silt clay loam, or sandy clay loam.
Bt horizon (upper part):
Color --hue of 7.5YR to 2.5Y, value of 5 to 7, and chroma of 3 to 8
Texture (fine -earth fraction)-- clay loam, silty clay loam, silty clay, or clay
Other features-- average clay content of the Bt horizon is 35 to 55 percent and silt plus the very fine sand
content is more than 30 percent
Bt horizon (lower part):
http://www2.ftw.nrcs.usda.gov/osd/dat/C/CRAVEN.html 12/11 /2006

Official Series Description - CRAVEN Series Page 3 of 5
Color --hue of 7.5YR to 2.5Y, value of 5 to 7, and chroma of 3 to 8 with few to many mottles of chroma
2 or less or hue of 1 OYR or 2.5Y, value of 5 to 7, and chroma of I to 2 with iron masses in shades of
red, yellow, and brown
Texture (fine -earth fraction)-- clay loam, silty clay loam, silty clay, or clay
Other features-- average clay content of the Bt horizon is 35 to 55 percent and silt plus the very fine sand
content is more than 30 percent
BC or BCg horizon:
Color --hue of 1 OYR or 2.5Y, value of 5 to 7, and chroma of 1 or 2 with mottles in shades of red, yellow,
or brown. Some pedons have BC horizons with dominant chroma of 3 or more and many mottles of
chroma 2 or less
Texture (fine -earth fraction)-- silty clay loam, clay loam, silty clay, clay, sandy clay, or sandy clay loam
C horizon:
Color --hue of 1 OYR to 2.5Y, value of 5 to 7, and chroma of 1 to 6. Pedons with dominant chroma of 3
or more have many mottles of chroma 2 or less
Texture (fine -earth fraction)-- clay loam, loam, sandy clay loam, sandy loam, or loamy sand.
Redoximorphic features -- in shades of red, brown, and yellow are in most pedons
COMPETING SERIES:
Eulonia soilshas less than 30 percent silt in the PSCS
Maubila soilshave fragments of ironstone
Nevare soilshas a perched water table
GEOGRAPHIC SETTING:
Landscape: Coatal Plain
Landform: Upland
Geomorphic Component: Flat
Parent Material: Marine sediments
Elevation: 20 to 100 feet
Mean Annual Air Temperature: 59 to 67 degrees
Mean Annual Precipitation: 40 to 60 inches
Frost Free Period:
GEOGRAPHICALLY ASSOCIATED SOILS:
Bayboro soils-- have poorer drainage and are on lower landscape positions
Bladen soils-- have poorer drainage and are on lower landscape positions
Exum soils-- have less clay
Goldsboro soils-- have less clay
Grantham soils-- have poorer drainage and are on lower landscape positions
Leaf soils-- have poorer drainage and are on lower landscape positions
Lenoir soils-- have poorer drainage and are on lower landscape positions
Lynchburg soils-- have poorer drainage and are on lower landscape positions
Nahunta soils-- have poorer drainage and are on lower landscape positions
Norfolk soils-- have less clay and occur on higher, well drained landscape positions
Rains soils-- have poorer drainage and are on lower landscape positions
DRAINAGE AND PERMEABILITY:
Drainage class (Agricultural): moderately well drained
Index Surface Runoff: negligible to very high
Internal Free Water Occurrence: moderately deep, common
http://www2.ftw.nrcs.usda.gov/osd/dat/C/CRAVEN.htmi 12/ 1 l /2006

Official Series Description - CRAVEN Series
Page 4 of 5
Permeability: slow
USE AND VEGETATION:
Major Uses: crops and woodland
Dominant Vegetation: Where cultivated-- corn, soybeans, tobacco, cotton, small grain, peanuts, and
pasture. Where wooded-- loblolly pine (Pinus taeda), red maple (Ater rubrum), sweetgum (Liquidambar
styraciflua), water oak (Quercus nigra), southern red oak (Quercus falcata), yellow -poplar (Liriodendro
tulipifera), blackgum (Nyssa sylvatica), white oak (Quercus alba), post oak (Quercus stellata), American
holly (Ilex opaca), and other overstory species. Understory species include bitter gallberry (Ilex glabra),
sourwood (Oxydendrum arboreum), flowering dogwood (Cornus florida), wax myrtle (Myrica cerifera),
blueberry (Vaccinium spp.), grape (Vitus spp.), Carolina jessamine (Gelsemium sempervirens), large
gallberry (Ilex eoriacea), honeysuckle (Lonicera spp.), and summersweet clethra (sweet pepperbush)
(Clethra alnifolia)..
DISTRIBUTION AND EXTENT:
Distribution: Coastal Plain of North Carolina, South Carolina, Georgia, Virginia, and perhaps other
southern states
Extent: large
MLRA OFFICE RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Craven County, North Carolina, 1930.
REMARKS: Newseries soils were previously mapped as...
Diagnostic horizons and soil characteristics recognized in this pedon are:
Ochric epipedon--the zone from 0 to 9 inches (Ap & E horizon)
Argillic horizon --the zone from 9 to 46 inches (Bt horizons)
Aquic conditions --the soil has redox depletions and concentrations within the upper 24 inches of the
argillic horizon, with periodic saturation and reduction at some time during the year
Series control section --the zone from 0 to 60 inches
ADDITIONAL DATA: (1) This series is among Benchmark soils; characterization data at type location
exists in S77NC-49-1 and on alternate site S78NC-49-44.
(2) North Carolina State University
(a) Swelling pressure and COLE data on undisturbed B horizon samples at the type location in Craven
Co., North Carolina.
BtI Bt2 Bt3
Swelling pressure (lbs/sq in) 108 1002 141
COLE .04 .06 .04
(b) Saturated hydraulic conductivity (K) data from 1 pedon Craven Co., North Carolina; from
undisturbed 3-inch cores collected for cooperative research by N.C.S.U., SCS, and the Craven County
Health Department.
Horizon Depth (in.) K (in./hr.)
Ap 1-4 1.88-2.16
A2 6-9 0.18-0.32
Btl 13-16 0.09-0.10
Btl 20-23 0.16
Bt2 29-32 0.14
Bt3 40-43 0.13
http://www2.ftw.nrcs.usda.gov/osd/dat/C/CRAVEN.html 12/11 /2006

Official Series Description - CRAVEN Series Page 5 of 5
Data Map Unit ID (type location): 00000
TABULAR SERIES DATA:
Soil Name Slope Airtemp FrFr/Seas Precip Elevation
CRAVEN 0- 12 59- 64 190-240 40- 52 20- 100
F1oodL F1oodH watertable Kind Months Bedrock Hardness
NONE 2.0-3.0 APPARENT DEC -APR 60-60
Depth Texture 3-Inch No-10 ClayW -CEC-
0- 9 L FSL SIL 0- 0 95-100 7-27 -
0- 9 CL SICL SCL 0- 0 95-100 27-40 -
9-54 C SIC SICL 0- 0 95-100 35-60 -
54-80 CL SL LS 0- 0 95-100 5-35 -
Depth -pH- O.M. Salin Permeab Shnk-Swll
0- 9 3.5- 6.5 .5-2. 0- 0 0.2- 2.0 LOW
0- 9 3.5- 5.5 .5-2. 0- 0 0.06- 0.2 MODERATE
9-54 3.5- 5.5 0.-0. 0- 0 0.06- 0.2 MODERATE
54-80 3.5- 5.5 0.-0. 0- 0 0.2- 6.0 LOW
National Cooperative Soil Survey
U.S.A.
http://www2.ftw.nres.usda.gov/osd/dat/C/CRAVEN.html 12/11/2006

Official Series Description - DOGUE Series
Page 1 of 5
LOCATION DOGUE VA+GA NC
Established Series
Rev. JHW-EPE-JAK
09/2006
DOGUE SERIES
MLRA(s): 153A, 153B
MLRA Office Responsible: Raleigh, North Carolina
Depth Class: Very deep
Drainage Class: Moderately well drained
Permeability: Moderately slow
Surface Runoff: Slow to rapid
Parent Material: Clayey marine and fluviomarine sediments
Slope: 0 to 15 percent
Mean Annual Air Temperature (type location): 57 degrees F.
Mean Annual Precipitation (type location): 39.5 inches
TAXONOMIC CLASS: Fine, mixed, semiactive, thermic Aquic Hapludults
TYPICAL PEDON: Dogue loam (Colors are for moist soil.)
A--O to 4 inches; dark grayish brown (2.5Y 4/2) loam; moderate fine granular structure; very friable;
many fine roots; few fine pores; strongly acid; clear smooth boundary. (2 to 4 inches thick)
E-4 to 10 inches; light olive brown (2.5Y 5/4) loam; weak fine subangular blocky structure; friable;
many fine and medium roots; few fine pores; strongly acid; clear smooth boundary. (0 to 8 inches thick)
Bt1--10 to 14 inches; yellowish brown (I OYR 5/6) clay loam; weak medium subangular blocky
structure; firm; moderately sticky, moderately plastic; common fine roots; few fine pores; few faint clay
films on faces of peds; few fine flakes of mica; very strongly acid; clear smooth boundary.
Bt2--14 to 24 inches; yellowish brown (1 OYR 5/6) clay; moderate fine angular blocky structure; firm;
moderately sticky, moderately plastic; common fine roots; few fine pores; common distinct clay films
on faces of peds; few fine flakes of mica; strongly acid; clear smooth boundary.
Bt3--24 to 34 inches; yellowish brown (I OYR 5/6) clay loam; moderate medium angular blocky
structure; firm, moderately sticky, moderately plastic; few fine roots; common medium faint strong
brown (7.5YR 5/6) soft masses of iron accumulation and common medium prominent light brownish
gray (I OYR 6/2) and gray (I OYR 511) iron depletions; common distinct clay films on faces of peds;
common fine flakes of mica; very strongly acid; clear smooth boundary.
Bt4--34 to 47 inches; multicolored strong brown (7.5YR 5/8), gray (1 OYR 511), and red (2.5YR 4/6)
clay loam; moderate fine angular blocky structure; firm; moderately sticky, moderately plastic; few fine
roots; few gray (1 OYR 511) clay films on faces of peds; common fine flakes of mica; very strongly acid;
gradual smooth boundary. (Combined thickness of the Bt horizon is 25 to 50 inches.)
http://www2.ftw.nres.usda.gov/osd/dat/D/DOGUE.html 12/ 11 /2006

Official Series Description - DOGUE Series Page 2 of 5
2C-47 to 65 inches; strong brown (7.5YR 5/6) stratified loamy fine sand and sandy loam; massive; very
friable; many medium prominent light brownish gray (I OYR 6/2) iron depletions; common fine flakes of
mica; very strongly acid.
TYPE LOCATION: King George County, Virginia, 30 yards west of VA-631, 75 yards north of VA-
607.
RANGE IN CHARACTERISTICS:
Solum Thickness: 40 to 60 inches
Depth to Bedrock: Greater than 60 inches
Depth to Seasonal High Water Table: 18 to 36 inches, January to March
Soil Reaction: extremely acid to strongly acid, except where limed
Other Features: Rock fragments, usually rounded quartzite gravel, make up 0 to 15 percent of the solum
and 0 to 25 percent of the C horizon. Few to common flakes of mica and grains of feldspar are in the B
and C horizons. Average clay content in the particle size control section is 35 to 50 percent, and silt
content is less than 30 percent, or silt plus very fine sand is less than 40 percent
RANGE OF INDIVIDUAL HORIZONS:
A or Ap horizon:
Color --hue of I OYR or 2.5Y, value of 3to 6, and chroma of 2 to 4. Where value is 3, surface layer is less
than 6 inches thick.
Texture --loam, silt loam, fine sandy loam, very fine sandy loam, or sandy loam
E horizon (if it occurs):
Color --hue of I OYR or 2.5Y, value of 4 through 7, and chroma of 3 through 6
Texture --sandy loam, fine sandy loam, very fine sandy loam, loam, or silt loam
BE or BA horizon (it if occurs):
Color --hue of 7.5YR through or 2.5Y, value of 4 through 7, and chroma of 4 through 8
Texture --clay loam, sandy clay loam, or loam
Bt horizon:
Color --hue of 7.5YR to 2.5Y, value of 4 to 7, and chroma of 3 to 8
Texture --is clay loam, sandy clay loam, sandy clay, or clay
Redoximorphic features --iron masses in shades of brown, yellow, or red and iron depletions in shades of
brown, olive, or gray
Btg horizon (if it occurs):
Color --hue of 7.5YR to 2.5Y or is neutral, value of 4 to 7, and chroma of 0 to 2
Texture --is clay loam, sandy clay loam, sandy clay, or clay
Redoximorphic features --iron masses in shades of brown, yellow, or red and iron depletions in shades of
brown, olive, or gray
BC or CB horizon (if it occurs):
Color --hue of 7.5YR to 2.5Y, value of 4 to 7, and chroma of 3 to 8
Texture --sandy loam, sandy clay loam, clay loam, or sandy clay
Redoximorphic features --iron masses in shades of brown, yellow, or red and iron depletions in shades of
brown, olive, or gray
http://www2.ftw.nres.usda.gov/osd/dat/D/DOGUE.html 12/11/2006

Official Series Description - DOGUE Series Page 3 of 5
The BCg or CBg horizon (if it occurs):
Color --hue of 7.5YR to 2.5Y or is neutral, value of 4 to 7, and chroma of 0 to 2
Texture --sandy loam, sandy clay loam, clay loam, or sandy clay
Redoximorphic features --iron masses in shades of brown, yellow, or red and iron depletions in shades of
brown, olive, or gray
C or 2C horizon (if it occurs):
Color --has hue of 7.5YR to 2.5Y, value of 4 to 7, and chroma of 3 to 8
Texture --typically stratified and ranges from sand through sandy clay loam in the fine earth fraction
Redoximorphic features --iron masses in shades of brown, yellow, or red and iron depletions in shades of
brown, olive, or gray
Cg or 2Cg horizon (if it occurs):
Color --hue of 7.5YR to 2.5Y or is neutral, value of 4 to 7, and chroma of 0 to 2
Texture --typically stratified and ranges from sand through sandy clay loam in the fine earth fraction
Redoximorphic features --iron masses in shades of brown, yellow, or red and iron depletions in shades of
brown, olive, or gray
COMPETING SERIES:
Annemaine soils --have dominant hue redder than 7.5YR
Beason soils --soils have more than 30 percent silt in the particle size control section
Cid soils --have a lithic contact at a depth of 20 to 40 inches
Craven soils --soils have more than 30 percent silt in the particle size control section
Creedmoor soils --have very slow permeability in the Bt horizon
Eulonia soils --have a dominantly gray lower Bt horizon and low shrink -swell potential
Grim y soils --have a perched water table
Helena soils --have a high shrink -swell potential in the lower part of the Bt horizon
Lignum soils --have a solum 20 to 40 inches thick
Maubila soils --have a perched water table and fragments of ironstone in the Bt horizon
Nemours soils --have dominant hue redder than 7.5YR
Nevarc soils --have a perched water table and are generally on steeper slopes
Newco soils --have dominant hue redder than 7.5YR
Peawick soils --have a high shrink -swell potential in the lower part of the Bt horizon, particle size control
section has more than 30 percent silt or more than 40 percent silt plus very fine sand and aluminum '
saturation on the exchange complex is commonly greater than 50 percent
Prosperity soils --have paralithic contact within a depth of 60 inches
Sacul soils --have dominant hue redder than 7.5YR
Telfair soils --depth to bedrock ranges from 20 to 40 inches
Vinita soils --have a solum 20 to 40 inches thick
Wolftever soils --soils have more than 30 percent silt in the particle size control section
GEOGRAPHIC SETTING:
Landscape: Middle and lower coastal plain
Landform: Low stream and marine terraces
Elevation: Less than 5 to 100 feet above mean sea level
Parent Material: Clayey marine and fluviomarine sediments
Mean Annual Air Temperature: 57 to 66 degrees
Mean Annual Precipitation: 38 to 54 inches
Frost Free Period: 175 to 260 days
GEOGRAPHICALLY ASSOCIATED SOILS:
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Official Series Description - DOGUE Series Page 4 of 5
Bertie soils --Somewhat poorly drained soils (seasonal high water table 12 to 18 inches) in fine -loamy
family on similar landscapes
Bojac soils --well drained soils (seasonal high water table 48 to 72 inches) in coarse -loamy family on
slightly higher landscapes
Conetoe soils --well drained soils (seasonal high water table below 72 inches) in loamy family on
slightly higher landscapes
Dra =sg ton soils --somewhat poorly drained soils (seasonal high water table 0 to 12 inches) in coarse -
loamy family on similar landscapes
Gertie soils --poorly drained soils (seasonal high water table 0 to 12 inches) on flats and in depressions
Munden soils --moderately well drained soils (seasonal high water table 18 to 30 inches) in coarse -loamy
family on similar landscapes
Chesapeake soils --well drained soils (seasonal high water table 48 to 72 inches) in fine -loamy family on
higher landscapes
Tarboro soils --somewhat excessively drained soils (seasonal high water table is below 6 feet) with sandy
textures throughout on slightly higher landscapes
Tetotum soils --moderately well drained soils (seasonal high water table 18 to 30 inches) in fine -loamy
family on similar landscapes
Tomotley soils --poorly drained soils (seasonal high water table 0 to 12 inches) on flats and in
depressions
Wahee soils --somewhat poorly drained soils (seasonal high water table 12 to 18 inches) on similar
landscapes
Yeopim soils --moderately well drained soils (seasonal high water table 18 to 36 inches) in fine -silty
family on similar landscapes
DRAINAGE AND PERMEABILITY:
Agricultural Drainage Class: Moderately well drained
Permeability: moderately slow
Flooding: None on uplands. Soils on low stream terraces are subject to rare to occasional flooding.
USE AND VEGETATION:
Major Uses: Mostly cultivated
Dominant Vegetation: Where cultivated --corn, small grain, soybeans, tobacco, peanuts, and truck crops.
Where wooded-- mixed hardwoods and pines
DISTRIBUTION AND EXTENT:
Distribution: Virginia, North Carolina, and Georgia
Extent: Moderate
MLRA OFFICE RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: King George County, Virginia, 1970.
REMARKS: Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from the surface to 10 inches (A and E horizons).
Argillic horizon - The zone from 10 to 47 inches (Bt horizon).
Aquic conditions - 2 chroma or less iron depletions within the upper 24 inches of the argillic horizon.
SIR = VA0082
MLRA = 153A, 153B
http://www2.ftw.nres.usda.gov/osd/dat/D/DOGUE.htm] 12/11 /2006

Official Series Description - DOGUE Series
Page 5 of 5
REVISED = 4/24/06, DTA-restricted to less than 100 feet elevation
ADDITIONAL DATA:
TABULAR SERIES DATA:
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
VA0082 DOGUE 0- 15 57- 65 175-260 38- 54 5-100
SOI-5 FloodL F1oodH Watertable Kind Months Bedrock Hardness
VA0082 NONE OCCAS 1.5-3.0 APPARENT JAN-MAR >60
SOI-5 Depth Texture 3-Inch No-10 Clay% -CEC-
VA0082 0-10 L SIL VFSL 0- 0 75-100 5-15 3- 10
VA0082 0-10 FSL SL 0- 0 75-100 5-10 2- 6
VA0082 10-47 CL C SC 0- 0 75-100 35-50 8- 20
VA0082 47-65 SR S SCL 0- 0 60-100 5-30 1- 6
SOI-5 Depth -pH- O.M. Salin Permeab Shnk-Swll
VA0082 0-10 3.5- 5.5 .5-1. 0- 0 0.6- 2.0 LOW
VA0082 0-10 3.5- 5.5 .5-1. 0- 0 2.0- 6.0 LOW
VA0082 10-47 3.5- 5.5 0.-.5 0- 0 0.2- 0.6 MODERATE
VA0082 47-65 3.5- 5.5 0.-.5 0- 0 0.6- 6.0 LOW
National Cooperative Soil Survey
U.S.A.
http://www2.ftw.nrcs.usda.gov/osd/dat/D/DOGUE.html 12/11 /2006

DETENTION POND ANALYSIS (POND1-SMALL)
STORMWATER PERMIT NUMBER: SW
PROJECT NAME: BERTIE COUNTYDSS
Drainage Basin: Roanoke
3.0 FT DEPTH ON POND - 90% TSS REMOVAL
PERMANENT POOL SURFACE AREA (SA)
(PROVIDED FROM PLAN CONTOURS-ELEV 18.5')
DRAINAGE AREA TO POND (DA)
SAIDA RATIO (SAIDA x 100)
IMP AREA ALLOWED (FROM CHART)
IMPERVIOUS AREA
Class: C;SW
PROPOSED
5466 SQ.FT.
67617 SQ.FT
8.08
69.28
PARKING AND DRIVE 18800
0
FUTURE ADDITION 27950
TOTAL 46750 SQ.FT.
% IMP AREA 69.14
REQUIRED PERMANENT POOL SA 5452 SQ.FT.
PROVIDED PERMANENT POOL SA 5466 SQ.FT.
VOLUME CALCULATION
BOTTOM ELEV.
15.5
PERMANENT POOL ELEV.
18.5
DESIGN POOL ELEV.
19.2
STORAGE DEPTH
0.7 FT.
Rv
0.672
REQUIRED VOLUME (RV -DRAIN AREA)
3788 CU.FT.
PROVIDED VOLUME
4124 CU.FT.
ORIFICE CALCULATION
AVG. HEAD
0.329 ft
ESTIMATED
FLOW FOR 2-DAY DRAWDOWN
0.0239 cfs
ESTIMATED
2-DAY ORIFICE DIAMETER
1.26 inches
ESTIMATED
FLOW FOR 5-DAY DRAWDOWN
0.0095 cfs
ESTIMATED
5-DAY ORIFICE DIAMETER
0.80 inches
ENGINEER USES
1 inches
FLOW (Q)
0.0151 cfs
DRAWDOWN
3.17 days
COMMENTS: SURFACE AREA, VOLUME AND ORIFICE ARE WITHIN DESIGN GUIDELINES
201E611

DETENTION POND ANALYSIS (POND2-LARGE)
STORMWATER PERMIT NUMBER: SW
PROJECT NAME: BERTIE COUNTY DSS
Drainage Basin: Roanoke
4.0 FT DEPTH ON POND - 90% TSS REMOVAL
PERMANENT POOL SURFACE AREA
(SA)
(PROVIDED FROM PLAN CONTOURS-ELEV 21.0')
DRAINAGE AREA TO POND
(DA)
SA/DA RATIO
(SA/DA x 100)
% IMP AREA ALLOWED
(FROM CHART)
Class: C;SW
PROPOSED
28348 SQ.FT.
442221 SQ.FT.
6.41
73.59
IMPERVIOUS AREA
BUILDING
18579
PARKING AND DRIVE
53636
GRAVEL ROAD
0
SIDEWALKS
2962
FUTURE ADDITION
238307
FUTURE RESERVE
11500
TOTAL
324984 SQ.FT.
% IMP AREA
73.49
REQUIRED PERMANENT POOL SA
PROVIDED PERMANENT POOL SA
PERMANENT POOL ELEV.
DESIGN POOL ELEV.
STORAGE DEPTH
Rv
REQUIRED VOLUME (RV -DRAIN AREA)
PROVIDED VOLUME
FICE
6.40
28287 SQ.FT.
28348 SQ.FT.
16.0
20.0
21
1 FT.
0.711
26216 CU.FT.
30405 CU.FT.
ESTIMATED FLOW FOR2-DAYDRAWDOWN 0.1760 cfs
ESTIMATED 2-DAY ORIFICE DIAMETER 3.18 inches
ESTIMATED FLOW FOR 5-DAYDRAWDOWN 0.0704 cfs
ESTIMATED 5-DAY ORIFICE DIAMETER 2 01 inches
ENGINEER USES 3 inches
FLOW (Q) 0.1563 cfs
DRAW DOW N 2.25 days
COMMENTS: SURFACE AREA, VOLUME AND ORIFICE ARE WITHIN DESIGN GUIDELINES

DETENTION POND ELEVATION/AREAS (POND1-SMALL AND POND2-LARGE)
PROJECT NAME: BERTIE COUNTYDSS
DETENTION POND ELEVATION -AREA AND VOLUME
DETENTION POND ELEVATION -AREA AND VOLUME
POND#1
INCREMENTAL
POND#1
INCREMENTAL
ELEVATION
AREA
VOLUME
VOLUME SUM
ELEVATION AREA
VOLUME
VOLUME SUM
(FT.)
(ACRES)
ACRE -FT.)
(ACRE -FT.)
FT.) (ACRES)
(ACRE -FT.)
ACRE -FT.)
18.5
0.126
0.00
0.00
FOREBAY 15.5 0.007
0.00
0.00
19.0
0.139
2878.09
2878.09
16.5 0.017
396.77
396.77
19.2
0.144
1232.81
4110.90
17.5 0.012
624.31
1021.08
20.0
0.165
5389.48
9500.38
18.5 0.035
1126.59
2147.67
21.0
0.189
7706.67
17207.05
MAIN POND 15.5 0.034
0.00
0.00
16.5 0.047
1762.82
1762.82
17.5 0.060
2311.27
4074.09
18.5 0.090
3265.61
7339.7
TOTAL VOLUME (ACRE -FT)
9487.37
FOREBAY PERCENT OF TOTAL VOLUME
22.64%
POND#2 INCREMENTAL POND#2 INCREMENTAL
ELEVATION AREA VOLUME VOLUME SUM ELEVATION AREA VOLUME VOLUME SUM
(FT.) (ACRES) (ACRE -FT.) (ACRE -FT.) (FT.) (ACRES) (ACRE -FT.) (ACRE -FT.)
20.5
0.705
14764.39
14764.39
21.0
0.731
15640.99
30405.38
21.5
0.758
16215.98
46621.36
22.0
0.785
16798.62
63419.98
22.5
0.812
17388.77
80808.75
23.0
0.842
18009.95
98818.70
24.0
0.904
38014.23
136832.93
20106
20108 I
17.0
0.070
2695.63
2695.63
18.0
0.087
3433.06
6128.69
19.0
0.104
4161.11
10289.80
21.0
0.150
5549.60
15839.40
MAIN POND 16.0
0.276
0.00
0.00
17.0
0.320
12977.31
12977.31
18.0
0.364
14883.28
27860.59
19.0
0.409
16836.07
44696.66
20.0
0.500
19811.84
64508.50
TOTAL VOLUME (ACRE -FT)
80347.90
FOREBAY PERCENT OF
TOTAL VOLUME
19.71%