20091098 Ver 1_More Info Received_20091217

10q- 09%
Stimmel
Landscape Architecture
Civil Engineering
sti m Associates, PA Land Planning
601 N. Trade Street
Suite 200
Winston Salem„ NC
27101-2916
P: 336123.1067
F: 336.723.1069
date: 12/16/2009 job #: 09-154
project: Horse Park of the South
letter of transmittal
attn: Ian McMillan
t0: NCDENR-Division of Water Quality
2321 Crabtree Blvd, Suite 250
Raleigh, NC 27604
[phone]
sent via: r:° Attached
Under Separate Cover
U.S. Mail By Hand
170 Over Night Service For Pick-Up
F Fax#
# of pages total =
We are sending you the following items:
W Prints Calculations" Base Drawings
F Reproducibles r%O- Information Correspondence
r- Originals Specifications Change Order/Addendum
Diskette/CD
Email with Attachments
copies sheet dated description
remarks, comments, & details:
DEC 1 7 2009
DENR • WATER QUALITY
WETLANDS AND STORMNATER BRANCH
If noted enclosures are not received, please notify us.
copies to: File
by: J. Neal Tucker, P.E.
Stimmel
AV
December 16, 2009
Ms. Sue Homewood
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, NC 27107
Re: Section 401 Water Quality Certification Application
DWQ# 09-1098
Rockingham County
Dear Ms. Homewood:
I am writing to address your comments regarding the above referenced Section 401 Water Quality Certification application.
Responses to your comments in a letter to Michael Brame with ECS dated November 19, 2009 are as follows:
Item #1 - Justification for the main entrance stream crossing is related to public safety, economics and function of the
facility. They are as follows:
1. The City of Reidsville requires two access points for emergency services vehicles. There will be an entrance off
Pickrell Road, however it will be considered a secondary, emergency access in the event the main entrance road
is blocked. Event participants and spectators will use the main entrance off Holiday Loop Road through the
commercial area.
2. Pickrell Road not suitable for primary access. Using Pickrell Road as a primary entrance would route commercial
traffic through a residential area. Significant improvements, in both structure and width, would be required to bring
Pickrell Road up to commercial use standards.
3. Using Pickrell Road as a primary entrance would also require significant improvements to Grooms Road & Holiday
Loop Road, including widening and intersection improvements. Traffic analyses and cost opinions were prepared
early in the planning stages of the project to determine the necessary improvements and costs to make Pickrell
Road the primary access. The costs were in excess of $500,000, and that was all offsite, providing no onsite
benefit for the Owner.
Item #2 - The stream crossing exhibit has been revised to realign the culvert as requested. Note that realigning the
culvert will cause an additional 40 square feet of wetland impact. The stream impact length does not change as a result of
the realignment. The revised exhibit is attached.
Item #3 - Attached you will find the Required Items Checklist along with documentation on the checklist with two
exceptions as follows:
Checklist Item #9 - Deed restrictions are not required for this project according to Annette Lucas.
Checklist Item #10 - A field determination of the SHWT has been done, and it varies approximately 22 feet over
the width of the stormwater pond. In several locations the SHWT depth exceeded the depth that was accessible
with a hand auger. The SHWT is above the permanent pool elevation on the upslope side and below it on the
downslope side. The actual depth to the SHWT can be done once land clearing is complete using backhoe test
pits.
601 N Trade Street Suite 200
Winston Salem, NC 27101.2916
P 336 723 1067 F 336 723 1069
Rockingham County
Horse Park of the South
December 16, 2009
Page 2
Extensive grading is required to develop the site with excavation depths in the area of the stormwater pond being
on the order of 30 feet. I discussed the need for a hydrological study and infiltration testing with a geologist and
his recommendation was to wait until the site is approximately on grade to perform the infiltration testing in the
pond. I also discussed this situation with Annette Lucas and she agreed that it was acceptable to wait until the
grading was complete.
I trust this information adequately addresses your concerns. If you have additional questions, please feel free to contact
me at [phone].
Sincerely:
g tia-PJ-?
J. Neal Tucker, P.E.
Stimmel Associates, P.A.
Attachments
Cc: File
Ian McMillan - DWQ - Attachments Included
Michael Brame, ECS
Andy Williams, U.S. Army Corps of Engineers
Michael Smith, Rockingham County
601 N. Trade Street
Stimmel Suite 200
Winston Salem, NC
Landscape Architecture 27101-2916
Civil Engineering
Stimmel Associates, PA Land Planning P 336.7231067
F 336.723.1069
exhibit # 1
20'x30' DEWATERING/
SEDIMENTATION
BASIN
20- LF OF
TEMPORARY IMPACT
10+0

30

-----------
3,415 SQ.FT.
WETLANDS IMPACT
- PERENNIAL STREAM
11' -1 1 38' 1 I-1111'
•
11 1
760 _ 760
755 - -- -- -- 755
750 750
i TYP
745 _-___ -- --?- - -- 745
1
740 -- - -- -
4 av -- H33i} 740
EN ALL M.
735 --- -- ---- f - I 735
RIPRA
730 ---? -_ _ _ 730
725 --- - o --- S REAM 725
720
t dV OUT 27? 00 - INVERT 720
715 --- ---- ---- 23.94 IPRAP 715
----? --- L ------ l4PRON
71J 71?
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
date: 10-12-09 job #: 09-154
project: Horse Park of the South
scale: r=100' sheet 2 of 2
description: STREAM CROSSING
IMPACT EXHIBIT (REVISED)
TEMPORARY BYPASS
CHANNEL

GVMMCtRiWL
toi,111111111110
Cl?? ari
a
L
X14 85ta1 °
? a
m
?sld9na9;aa?9°y
SCALE: I" = 60'
60? 0 60
OR- logs
Permit No.
(to be provided by DWQ)
IN. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
,,Initials Sheet No.
P ?•? 1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build-out,
- Off-site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROAN),
- Overflow device, and

?? •? - Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
P-1.3 - Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
SM P-/•2 3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
SM? 1 2
7 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
VS- 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
A
6
t
i
.
cons
ruct
on sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized. FIND Ta B?_7 vs? AS T?,Q StD AAS,.-t
CkIC? 7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required). /JaT AFa'D• -{W- A- AOTT-e W e-06
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
t% Or DeTav_m ,'Aqq> sy aZ-5- Rep,-= AT *cte •
5Qe A'6E G A L,,* !_1 F?pvnJem"• t reE /_ ? 2 Oµ StA
Form SW401-Wet Detention Basin-Rev.7-8/13/09 Part III. Required Items Checklist, Page 1 of 1
PROJECT: Horse Park of the South
PROJ. NO.: 09-155 SHEET: 1
DESIGNED BY: JNT DATE: 10114/09
CHECKED BY: JNT DATE: 12/10/09
LOCATION / DESCRIPTION:
Prelim Stormwater Pond volumes for 404 / 401 permitting
IMPOUNDMENT VOLUMES BY INTERPOLATION
INPUT DATA
BEGIN DATA IN PUT AT LOWEST CONTOUR
FOREBAY MAIN BODY TOTAL POND
"T' CONTOUR CONTOUR CONTOUR CONTOUR INCR. CUMUL.
STAGE ELEVATION AREA AREA AREA VOLUME VOLUME
(FT1 IFTI (SFl (CF1 MM mGx irn
0.00 703.0 6,463 41,456 47,919 0 0
1.00 704.0 7,375 44,169 51,544 49,732 _
49,732
2.00 705.0 8,346 46,954 55,300 53,422 103,154
3.00 706.0 9,375 49,806 _
59,181 57,241 160,394
4.00 707.0 10,460 52,727 63,187 61,184 221,578
5.00 708.0 11,602 55,715 67,317 65,252 286,830
6.00 709.0 12,800 58,771 71,571 69,444 356,274
7.00 710.0 14,056 61,894 75,950 73,761 430,035
8.00 711.0 _ 15,368 65,085 80,453 78,202 508,236
9.00 712.0 16,736 68,344 _
85,080 82,767 591,003
10.00 713.0 100,082 100,082 92,581 683,584
11.00 714.0 104,168 104,168 102,125 785,709
12.00 715.0 108,311 108,311 106,240
--
891,948
13.00 716.0 112,510 112,510 110,411 _
1,002,359
-14.00-,.--- 717.0 116,766 116,766 114,638 1,116,997
15.00 718.0 121,078 _
121,078 118,922 1,235,919
16.00 719.0 125,447 125,447 _
123,263 1,359,181
17.00 720.0 129,872 129,872 127,660 1,486,841 --
17.10 720.1 130,318 130,318 13,010 1,499,850

Volume Query by Elevation
Perm. Sedim. Stor. 704.00 49,732 51,544 1.00
Penn Pool - 712.50 636,083 92,615 9.50
Top Temp WQ 714.70 _
859,640 107,062 11.70
Top Riser 715.25 58
-,--919,1 109,355 12.25
Top of Dam 720.00 -
1,486,841 129,872 17.00
712.00 591,003 85,080 9.00
713.00 683,584 100,082 10.00
Elevation Query by Volume Average Depth: 6.33 Ft
FIPmAnf (mm?l Vnll,mn Cle,.ni: c.. __ w
Perm. Sedim. S_tor. 40,710 703.82 50,896 0.82
Perm. Pool 636,083 712.50 92,373 9.50
Temp. WQ - 859,640 714.70 107,062 11.70
Project : Horse Park of the South Sheet : 1
Project No.: 09-155 Date : 12/15/2009
Designed by: JNT
Checked by: JNT
COMPOSITE IMPERVIOUS CALCULATIONS
Pre-Develop ed Cond itions
BASIN LAND USE SOIL
NAME HYDROL.
GROUP AREA
(AC.) AREA
( % ) CURVE NO
(CN) CN x
AREA

TOTALS 0.00 0.0% 0
WEIGHTED CN (PRE-DEVELOPED) _ #DIV10!
Post- Developed Con ditions
BASIN LAND USE SOIL
NAME HYDROL.
GROUP AREA
(AC.) AREA
( % ) Impervious
% Imp % x
AREA
Horse Park Site B 54.60 60.86% 68 3713
Commercial Area B 31.00 34.55% 70 2170
Pond Area - Slopes only - B 4.12 4.59% 0 0
not water surface

TOTALS 89.72 100.0% 5883
WEIGH ED IMPERVIOUS /o (DEVELOPED)
= 66.0
Project: Horse Park of the South
Project No.: 09-155
Designed By: JNT
`• cked By: JNT Date: 11/30/2009
Revised: 12/15/2009
WATER QUALITY POND DESIGN
DATA
ITE DATA
to Drainage Area to Pond =
to Proposed Impervious Area =
to Future Impervious Area =
On-Site Impervious Area =
Project Site Area =
WATERSHED INFORMATION
Watershed = N/A
Classification =
66.01% Drainage Area Impervious Percentage
66.01% Project Area Impervious Percentage
89.72 acres
59.22 acres
0.00 acres
59.22 acres
89.72 acres
)ffsite Drainage Area to Pond = 0.00 acres
)ffsite Impervious Area = 0.00 acres
)ffsite Future Impervious Area = 0.00 acres
'otal Offsite Impervious Area = 0.00 acres
Total Watershed Area to Pond = 89.72 acres
Graded Area to Pond = 89.72 acres
Temporary Sediment Storage Used = Y
Temporary Sediment Storage =
Permanent Sediment Storage =
Current Composite Impervious Percentage =
Maximum Impervious Percentage =
Permanent Water Quality Pool Depth (3'min.) _
Surface Area / Drainage Area Ratio =
Temporary Water Quality Depth to be Controlled =
ID ELEVATION-SURFACE AREA DATA
Elevation at Bottom of Pond = 703.00
Elevation at Bottom of PSS = 703.00
Elevation at Bottom of PWQ = 704.00
Elevation at Bottom of TWQ = 712.50
Elevation at Top of TWQ = 714.70
Elevation at Emergency Spillway =
Elevation at Top of Dam =
Invert of Barrel =
Elevation at Bottom of Pond = 703.00
Elevation at Bottom of TWO = 712.50
0.50 ac-in.
0.125 ac-in.
66.01%
66.00%
6.25 FT Based on Max. Impervious %
2.330% Based on Max. Impervious %
1.0 Inch
Surface Area = 47,919 SF
Surface Area = 47,919 SF
Surface Area = 51,544 SF
Surface Area = 92,615 SF
Surface Area = 107,062 SF
Surface Area = 47919 Square Feet
Surface Area = 92615 Square Feet
Allow 75% of Basin Volume To Water Quality Orifice =
Stimmel Associates, P.A.
601 North TradeStreet,
Suite 200
Winston Salem, NC 27101
Phone [phone]
Fax [phone]
w
1
Elevation at Bottom of PSS = 703.00
Elevation at Middle of PSS = 703.50
Elevation at Bottom of PWQ = 704.00
Volume Provided =
PERMANENT WATER QUALITY SURFACE AREA REQ'D 91061 Square Feet
Normal Pool Elevation = 712.50
Surface Area Provided = 92615 Square Feet
OK
Elevation at Bottom of TWQ = 712.50
Elevation at Top of TWQ = 714.70
Volume Provided =
Elevation at Top of Riser =
Elevation at Bottom of Water Quality Release Hole =
Maximum Release Rate =
Minimum Release Rate =
Maximum Hole Size = 0.330205836
Minimum Hole Size = 0.132082334
Surface Area = 47919 Square Feet
Surface Area = 48853 Square Feet
Surface Area = 51544 Square Feet
Rv= 0.644 in/in
(Based on Max Imp. %)
Surface Area = 92615 Square Feet
Surface Area = 107062 Square Feet
714.70
712.50
2 Days
5 Days
7.78 in. dia.
4.92 in. dia.
Elevation at Normal Pool =
Elevation at Bottom Of Pond =
Release Rate =
Minimum Hole Size =
712.50
703.00
2 Day
0.6861755 11.22 in. dia.
Stimmel Associates, P.A.
601 North TradeStreet,
Suite 200
Winston Salem, NC 27101
Phone [phone]
Fax [phone]
Permit No.
(to be provided by DWQ)
F WATT
HO 9QG
'AW O
v
,?"?'?.g??KR y r
O r
¦bp-
y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Horse Park of the South
Contact person Tom Robinson
Phone number [phone]
Date 10/14/2009
Drainage area number
II. DESIGN INFORMATION
Site Characteristics
Drainage area 3,908,203 ft
Impervious area, post-development 2,579,623 112
% impervious 66.01 %
Design rainfall depth 1.0 in
Storage Volume: Non-SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5° runoff volume
Pre-development 1-yr, 24-hr runoff
Post-development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1 yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre-development
Rational C, post-development
Rainfall intensity:)-yr, 24-hrstorm
Pre-development 1-yr, 24-hr peak flow
Post-development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 1011 vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state-required temp. pool?
Elevation of the top of the additional volume
209,756 ft' OK
223,557 ft'
OK, volume provided is equal to or in excess of volume required.
ft'
ft'
fta
0 ft'
to
N (Y or N)
in
(unilless)
(unitless)
inthr
ft'/sec
ft'/sec
ft'/sec
714.70 fmsl
712.50 f nsl
708.00 fmsl
713.00 fmsl
712.00 fmsl Data not needed for calculation option #1, but OK if provided.
704.00 fmsl
703.00 fins) Data not needed for calculation option #1, but OK if provided.
1.00 It
Y (Y or N)
714.7 imsi OK
Form SW401-Wet Detention Basin-Rev.74VI3109 Parts I. & II. Design Summary, Page 1 of 2
Permit
(to be provided by DWQ)
11. DESIGN INFORMATION
Surface Areas
Area, temporary pool 107,062 le
Area REQUIRED, permanent pool 91,061 e
SAIDA ratio 2.33 (unitless)
Area PROVIDED, permanent pod, A .r.
pw 92,615 ft` OK
_
Area, bottom of 1 Oft vegetated shelf, Abt ,r 85,080 ft`
Area, sediment deanout, top elevation (bottom of pond), Aq,,t_,,w 51,544 if
Volumes
Volume, temporary pool 223,557 ft3 OK
Volume, permanent pod, Vperm_pw 586,351 ft3
Volume, forebay (sum of forebays if more than one forebay) 117,270 ft'
Forebay % of permanent pool volume 20.0% % OK
SAIDA Table Data
Design TSS removal 90 %
Coastal SAIDA Table Used? N (Y or N)
Mountain/Piedmont SAIDA Table Used? Y (Y or N)
SAIDA ratio 2.33 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b) Y (Y or N)
Volume, permanent pool, Vp._pw 586,351 ft' OK
Area provided, permanent pool, Apem 92,615 ft1 OK
Average depth calculated 6.33 It Check calculation. Need 3 ft min.
Average depth used in SAIDA, d., (Round to nearest 0.5ft) 6.3 It Insufficient. Check calculation.
Calculation option 2 used? (See Figure 10-2b) N (Y or N)
Area provided, permanent pool, Av ,ad ft`
Area, bottom of 1 Oft vegetated shelf, Abd,r n
Area, sediment cleanout, top elevation (bottom of pond), Abate„ d fe
'Depth' (distance b/w bottom of 1Oft shelf and top of sediment) ft
Average depth calculated ft
Average depth used in SAIDA, d.„ (Round to nearest 0.5ft) ft
Drawdown Calculations
Drawdown through orifice? Y (Y or N)
Diameter of orifice (if circular) 6.00 in
Area of orifice (ill-non-circular) in'
Coefficient of discharge (CD) 0.60 (unitless)
Driving head (Ho) 0.73 ft
Drawdown through weir? N (Y or N)
Weir type (unitless)
Coefficient of discharge (Cw) (unitless)
Length of weir (L) ft
Driving head (H) ft
Pre-development 1-yr, 24-hr peak flow fe/sec
Post-development 1-yr, 24-hr peak flow ft3/sec
Storage volume discharge rate (through discharge orifice or weir) fO/sec
Storage volume drawdown time 3.35 days OK, draws down in 2-5 days.
OK, drawdown time is correct.
Additional Information
Vegetated side slopes 3 :1 OK
Vegetated shelf slope 10 :1 OK
Vegetated shell width 10.0 ft OK
Length of flowpath to width ratio 3 :1 OK
Length to width ratio 2.0 :1 OK
Trash rack for overflow & orifice? Y (Y or N) OK
Freeboard provided 1.0 ft OK
Vegetated filter provided? N (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies Y -12" Bottom Drain
Form SW401-Wet Detention Basin-Rev.7403/09 Parts I. & II. Design Summary, Page 2 of 2
Project : Horse Park of the South Sheet : 1
Project No.: 09-155 Date : 12/15/2009
Designed by: JNT
Checked by: JNT
SCS COMPOSITE RUNOFF CURVE NUMBERS
Pre-Develop ed Cond itions
BASIN LAND USE SOIL
NAME HYDROL.
GROUP AREA
(AC.) AREA
(%) CURVE NO
(CN) CN x
AREA

TOTALS 0.00 0.0% 0
WEIGHTED CN (PRE-DEVELOPED) _ #D1V/0!
Pre-developed condition represents runoff prior to rough grading commercial area lots
Post- Developed Con ditions
BASIN LAND USE SOIL
NAME HYDROL.
GROUP AREA
(AC.) AREA
(%) CURVE NO
(CN) CN x
AREA
Horse Park Site - 68% impervious B 54.10 59.22% 86 4653
Commercial Area - 70% impervious B 31.00 33.94% 87 2697
Pond Area - Slopes 0% impervious B 4.12 4.51% 72 297
Pond Area - Water Surface Area B 2.13 2.33% 100 213

TOTALS 91.35 100.0% 7859
WEIGHTED CN (DEVELOPED) = 86
Post-developed condition represents runoff after commercial area lots are rough graded
Permit Number:
(to be provided by DWo
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BW. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BW.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
? does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
Q does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin-
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than LO inches (or 15 inches if in a
Coastal Couz~ty). Records of operation and maintenance should be kept in a known set
j location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP dement: Potential pn!blem: How I will remedlate the problem:
The entire BMP Trash debris is present Remove the trash/ debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer a lication
Vegetation is tno short or too Maintain vegetation at a height of
long, I a six inches.
Form SW401-wet Detention Basin O&M-Rev.4 Page I of 4
Permit Number:
(to be provided byDWQ)
Drainage Area Number:
BMW element: Potential blem: How I will remediate the blew:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the Swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problem.
Weeds are present Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that priming is needed practices
to maintain optimal plant
health.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a orm-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the E!ants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails, phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potential blew: How I will remediate the blew:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or use traps to remove muskrats and
beaver activity is present consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankmennt remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damned Repair or lace the outlet device.
The receiving water Erosion or other signs of Canmct the local NC Division of
damage have ocmn ed at the Water Quality Regional Office, or
outlet the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sedimen#s..
When the permanent pool depth reads 8.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 8.5 feet in the forebay, the sediment
shill be removed,
BASIN DIAGRAM
(fll in the blwAs)
Sediment Removal a 704.00
Bottom
FOREBAY
Permanet Pool Elevation 712.50
L$ Min.
Sediment
Storage
Pool
Sediment Removal Elevation 704. Volume
j
------j
Bottom Elevation D3.00 Z 1-$
MARK POND
Storage
Form SW401-Wet Detention Basin O&M Rev.4 Page 3 of 4
Permit Number.
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name-Horse Park of the South
BMP drainage area number:
Print name:Thomw B. Robinson
Title•Manaaer - Rockingham County
Address:P O Box 206, Wentworth, NC 27375
Date: ( 2- f=Q 4
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, ! 'F • Ra55e`} , a Notary Public for the State of
(?D C.C?foi ?.t?? __._ County of nckr+nSL.,C,w` ... - do hereby certify that
p ?<
??AS 1? • C7?ns o? personally appeared before me this
day of 1Dec._Y?bejr , AON , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
,r Ull stir,, ,.
SS'
It, *owes
?i ?TAA
4 j. i
• ?• r It
P Boo
Ooge*
?CHAM
lit%
"i,,,,
SEAL
My commission expires ec?rn?ec- a'1 ";_D13
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4
ti r
EULLP ECS CAROLINAS, LLP "Setting the Standard for Service„
Geotechnical - Construction Materials - Environmental - Facilities NC Registered Engineering firm E-1078
November 19, 2009
Mr. Michael Smith
Rockingham County Facility Projects
371 NC Hwy 65, Suite 65
Wentworth, North Carolina 27375-0303
Reference: Report of Seasonal High Water Table Determination
Horse Park of the South
Reidsville, North Carolina
ECS Project 09-17749-B
Dear Mr. Smith:
ECS Carolinas, LLP (ECS) is pleased to provide you with our Report of Seasonal High Water
Table (SHWT) Determination for the proposed stormwater device at the Horse Park of the South
located in Reidsville, Rockingham County, North Carolina. Our services were provided in general
accordance with ECS Proposal No. 09-15689-P.
Proiect Information
The site is located off of US Hwy 29 and US Hwy 87 in Reidsville, North Carolina. ECS received
a site plan prepared by Stimmel Associates, PA which identified the soil boring locations for the
stormwater device. The site plan identified seven locations with GPS co-ordinates, An eighth
boring was drilled in the bottom of the device.
Scope of Services
ECS conducted an investigation of the soils to determine the seasonal high water table in the area
identified on the map. The soil borings were drilled with a hand auger to depths ranging from 60
inches to 15 feet. The soil properties and characteristics were observed and recorded in field notes.
The properties include texture, depth, the presence of restrictive horizons, depth to seasonal high
water table, coarse fragments, etc.
The assessment was conducted in accordance with current soil science practices and technology
and the North Carolina Division of Water Quality Storm Water Best Management Manual July,
2007. The locations of the borings are depicted on a site map provided by Westcott, Small, &
Associates, PLLC.
Seasonal High Water Table Determination
Boring B1 The surface layer has a texture of loam, 4 inches deep. The structure appears to be
granular with very friable consistence- The subsurface layer from 4 to 48 inches has a texture of
clay and clay loam. The structure appears to be moderate medium subangular blocky with friable,
slightly sticky, slightly plastic ccansistence. The subsurface layer from 43 to 74 inches has a texture
'-
Seasonal High Water Table Determination
Horse Park of the South
Reidsville, North Carolina
_
'ECS Project 09-1 7749-B
November 19, 2009
of loam and sandy loam. The structure appears to be massive with friable consistence. The
subsurface layer from 74 to 144 inches has textures of loam. The structure appears to be massive
with very friable consistence. The depth to the seasonal high water table is greater than 144
inches.
Boring B2 The surface layer has a texture of loam, 4 inches deep. The structure appears to be
granular with very friable consistence. The subsurface layer from 4 to 50 inches has a texture of
clay and clay loam. The structure appears to be moderate medium subangular blocky with friable,
slightly sticky, slightly plastic consistence. The subsurface layer from 50 to 96 inches has a texture
of clay loam and sandy clay loam. The structure appears to be weak fine subangular blocky with
friable, slightly sticky, slightly plastic consistence. The subsurface layer from 96 to 120 inches has a
texture of clay loam. The structure appears to be massive with very , friable consistence. The
subsurface layer from 120 to 180 inches has textures of loam. The structure appears to be massive
with very friable consistence. The depth to the seasonal high water table is greater than 180
inches.
Boring 83 The surface layer has a texture of loam, 4 inches deep. The `structure appears to be
granular with very friable consistence. The subsurface layer from 4 to 50 inches has a texture of
clay and day loam. The structure appears to be moderate medium subangular blocky with friable,
slightly sticky, slightly plastic consistence. The subsurface layer from 50 to 64 inches has a texture
of clay loam and sandy day loam. The structure appears to be weak fine subangular, blocky with
friable, slightly sticky, slightly plastic consistence. The subsurface layer from 64 to 168 inches has
textures of loam. The structure appears_ to be massive with very friable consistence. Rock was
encountered at 168 inches and the boring was terminated. The depth to the seasonal high water
table is greater than 168 inches.
Boring B4 The surface layer has a texture of clay loam, 4 inches deep. The structure appears to be
massive with friable consistence. The subsurface layer from 4 to 30 inches has a texture of clay
and clay loam. The structure appears to be moderate medium subangular blocky with friable,
slightly sticky, plastic consistence. The subsurface layer from 30 to 144 inches has a texture of
loam and sandy loam. The structure appears to be massive with very friable consistence. The
subsurface layer from 144 to 180 inches was found to be weathered rock that easily crushes to a
texture of loam. The structure appears to be massive with friable consistence. The depth to the
seasonal high water table is greater than 180 inches.
Boring B5 The surface layer has a texture of sandy loam, 7 inches deep. The structure appears to
be granular with very friable consistence. The subsurface layer from 7 to 29 inches has a texture of
clay. The structure appears to be moderate medium angular blocky with firm, sticky, plastic
consistence. Low chroma (2 or less) mottles were observed at 18 inches. The subsurface layer
from 29 to 46 inches has a texture of clay. The structure appears to be moderate medium angular
blocky with very firm, very sticky, very plastic consistence. The matrix color of this layer was gray.
The subsurface layer from 46 to 60 inches has textures of clay loam and sandy loam. The structure
appears to be massive with very friable consistence. Low chroma (2 or less) mottles were
observed throughout this layer. The depth to the seasonal high water table was observed at 18
Inches.
Boring The surface layer has a texture of sandy loam, 9 inches deep. The structure appears to
be granular with very friable consistence. The subsurface layer from 9 to 19 inches has a texture of

Seasonal High Water Table Determination
Norse Park of the South
ReidsvNe, North CarnWna
ECS Project 09-17749-8
?November 19, 2009
sandy clay loam. The structure appears to be weak fine angular blocky with firm, sticky, plastic
consistence, The subsurface layer from 19 to 26 inches has a texture of clay. The structure
appears to be moderate medium angular blocky with very firm, very sticky, very plastic
consistence. Low chroma (2 or less) mottles were observed throughout this layer. The subsurface
layer from 46 to 60 inches has textures of clay loam and sandy loam. The structure appears to be
massive with very friable consistence. Low chroma (2 or less) mottles were observed throughout
this layer. The depth to the seasonal high water table was observed at 19 inches.
Boring B7 The surface layer has a texture of loam, 6 inches deep. The structure appears to be
granular with very friable consistence. The subsurface layer from 6 to 30 inches has a texture of
clay and clay loam. The structure appears to be moderate medium subangular blocky with friable,
slightly sticky, plastic consistence. The subsurface layer from 30 to 114 inches has a texture of
loam and sandy loam. The structure appears to be massive with very friable consistence. Rock
was encounter at 114 inches and the boring was terminated. The depth to the seasonal high water
table is greater than 114 inches.
Boring B8 The surface layer has a texture of sandy loam, 14 inches deep. The structure appears to
be granular with very friable consistence. The subsurface layer from `14 to 44 inches has a texture
of sandy clay loam. The structure appears to be weak fine subangular blocky with friable, slightly
sticky, slightly plastic consistence. The subsurface layer from 44 to 60 inches has a texture of loam
and sandy loam. The structure appears to be massive with friable consistence. The depth to the
seasonal high water table is greater than 60 inches.
Conclusions
Boring B1 The seasonal high water table is greater than 144 inches below the ground surface
(bgs).
Boring B2 The seasonal high water table is greater than 180 inches bgs.
Boring B3 The seasonal high water table is greater than 168 inches bgs.
Boring B4 The seasonal high water table is greater than 180 inches bgs.
Boring B5 The seasonal high water table was observed at 18 inches bgs.
Boring B6 The seasonal high water table was observed at 19 inches bgs.
Boring B7 The seasonal high water table is greater than 144 inches bgs.
Boring B8 The seasonal high water table is greater than 60 inches bgs,
The seasonal high water table in the vicinity of B 1, B2, B3, B4, B7, and B8 appears to be below an
elevation of 708 feet. The seasonal high water table at B5 appears to be at an elevation of 730
feet. The seasonal high water table at 86 appears to be at an elevation of 722 feet,
3
Seasonal High Water Table Determination
Horse Park of the Soufh
!Reidsville, Notch Carofina
ECS Project 09-17749-B
November 19, 2009
Closing
ECS is pleased to offer you our professional services and we look forward to assisting in any of
your site analysis needs in the future. if you have any questions or require further assistance,
please contact us at [phone] or 336.3624945.
Respectfully,
?$ ``
ECS CAROLINA
A. h ?-
Joseph A. Hirt L S Denise M. Poulos, LSS
Senior Soil Sc' ist Principal Scientist
1042
Attachments: Fig ap
cc: Neal Tucker, Stimmel Associates PA

-- /-?
3p
Bl
s
rr ,
;(???? B8 B3
i B7
5 ?^
t IJ t `
B6 if -? 4 - SCALE: 1

LL,
100 0 100
SOURCE:
STIMMELL ASSOCIATES, PA
SCALE 1 INCA =100 FEET
FIGURE 1
BORING LOCATION MAP
HORSE PARK OF THE SOUTH
REIDSVILLE NORTH CAROLINA
ECS PROJECT NO. 09-17749-B
s

' ~ 1i „y
- y - ~ / ~ ,~.0 , C 1 ,

.p- - - y EX. 18"
~ ~ , , t ~ r - , 4 _ RCP
: ~ , 1 - i - ~ t~ c' . POND (SLOPES).
_ : ( - ~ DA=4.12 AC EX. 54" . , , . , . S1~immel Asst~ci~~eS PA
1 > ~ • _ 1 ~ .i... ~ O% IMPERVIOUS CULVERT
_ t _ ~ CN = 72 Landscape Architecture ~ Civil Englneerigg.
'y - Ov' . _S,. 6: --Y~.r w...
~ , . „ a A. a_ , rte, ~ , - ~ $1 . , -1 : - .4 ,W _ Land Pi nr~' x
~ ago _ , -;1- , ARCHITECTS sot N. Traae sit s~~e 200
_ . f 8~0 r: ~a~ W J - = F Kt~~AS~E nstonSalem,NC 271Q1~2916 ~ - f P:336.723.1067 F: 336.723.1069
. _ - ~ - , , i-.. ~t y,
4r „ , 1 _ . , , r s y ~ , ®m ,
- / is ~ ti. TQLSON _ ~ , ~ ~
,r _ _ . P _ ` / ~ , i ~ T
. C ~ ~ OMMER tt ~ .,1... o , , dF j ~ ~ 3
_ 1 ' ® - ~ - _ 4.73 AC ~ - _ . D.A: , ~ - : ~'~,i..~,~ ~ ~ ~ i. ~t~. N 1347 , ~ ~ , CBEES CERT.-NO.: C-
? ~ ~ - . ~ , 0 ~ . , ; 7 X MAX IMPERVIO S - ..a, ~ ~ _ - ; _ _ _ : , r -
. . ~ SCS N - 87 _ _ ~ , ~ ~ , i . : ~ ~ F . _ f . _ . ~ : . , r r - . - 20 flRAINAGE ' r' ~ ~ t~ ~ ~s ! ~ ~1'~l` ~ 1 'rr ~~1 I it ~ r4 _ _ ' S
: r, _ - EIS ENT t {~RAINAOE F E, l` , ~ ~ Y !f i.~,~@@@ V t ~ • ,F~ ui )n ft, tufe 0 ~ 2)"' ~ V df ~ ~ ~ ~ ~ f ~ ~ 1711 ~AYlV1~ 5T, e , 9 t
K y. , _ . " E~ o v y ~ ~ p ~ ~ N ~ ~ ~ r r I r`• r ~ ' ~ e li l r~,; R~tefe6 N("»hq4
, ~ - , ' ~ _ ~ ~ - ~ i l h{; ! ~ I i I }~honv 46 ~ 346- np`2 ; ~a f I~ 149 5 t ~ ' , ~ . m_~ ~ ~ ~ ~ a ~ Mkt', I ~ ~f i I ~r~a f~4h.4104 ~ ~ t I'ax ,rr ~ ` IEltl~~l, r~}
1 i ~ ~ • ~ ~ : V ~ ~~s ~ v. + ~ i ; j : ~ ~ r p~0 ~ , u l e ARfiil 9I9• F ~ q SIT ECT5KT~ f ~~S y , t { IV I~SYy i~t a
- ~ ~ ~ ,t ( tt641t1 d ! r ` , II ~1 ~ It . Alit y i,~l{ttit~~tlr ~ i~~~~e mob, ~~w'°
I ; 1 1 .~i ~ ~,ti A ~ t i r ~ i h \ I / ! ~ ' ` ~ ~ ~ ? ~ ~ : ~ ~ r' ~.~6 pee ~y
~ 0 _ ~ a ~ 1 as ~ ~ r ~ ~ e r ~ 1 ,.j ~ ~ r! f '~f ~ C 7:. l~:,r, I jle(iViYYltl ~lr. _ ~~~F~I~IPlIA~i4~9 ~n 2p s ~ ~ ~i ~l ~f It I f~'11y1 i`.
_ ~ : y~. ~ ti i i i ,i ; ~ ' \ ~ ~ IVllfl ~ ~ ~3~ , - ~i i ' Ali r i I~nl~ l l~ ~
1 ~ ~ . , ~ : ~ `t l i} ~l ~ i ~ t ~ ,i I ;i~ I1A~11tJ~~ - I { i~tlh fr,~
' ST M - - ~ ,.C MERCIAI. AR , ' ~ ? ,a . , r . ~ .e ~ e .l! r~. r ~ „r4~ ~ ' I~f~ 1 ~ittf i4lk H.t~ _ ~ ~ ~ ! V1111 ~ i ~ f 1 tU lr r ~ so ~ ° ~ y fief kli i~lklt ~
; - ~ ~ ~ D.A. ~ 31.0 AC ` ~ OSS ~ . , ; ~ ~ ~ ~ i I ~ e I ~ I ~ 5 ~ . a~ ~ ' r r ~ ~OX MAGI. ~~'IMPERVIOUS. ~ °o~ J ~s it ~ r ~i ~ ~ d°~/ l i I f fill Ifllr~+jl~~
~ I i' I II _ ~ r , . f ~ t ~ ~ ,r, r~ ~ Q: - ROPO ED _ ~ a P ~ , r~ r ~ S~5 CN - 8T ~ ~ ~ r. f ~ - n~~ ~ , t ~ f ~ ~r~."$, ~ 1 t ~{kl e ~ !!.r - i~A ~r ]~i~1~i ~ ~'I~ii~ir~'~'f PRpJECT:
i i . ~ . D , j', f' 1 V i ! ~ HOLIDAY ~ ~ . , al_C. 1~, i . : R"' ~1 i~ ~ ~ i rr i i f ~ !t r ! i~ f i it ~ ~I 5. ~t ~ r I ~'iitR 1 hl 'rt! f 1 ~ ~ ~ r ~ r,' t"' Q~Ir 11 1./ f I r i
C C ~ i ~ j ~ l ~ y. ~ 1. i _ p r ,,I ~ ~ ~ ~ , RD. LO P , 9 : ~ , A' : ~ 1 ~i ~ t 1 'i j~` 'F ! i frrilll I gid~'~II f i t ~1 e r !if r d t l l l t
, r t, , , m.. r ~ R I ~ 1 , t,+- - t~ 0 S ! p P I ll(lil pp ~ `~l i i~l y ~ A ~ , 61 ~ Y j a' ; ~ C.t t i. ~I 1 ~ ~ l~i l I, t _
: A ~ ~ i i t fr f _ . I i ' - F. F : , . J. i. r B' ~ - s f I I f Ili) 6 i 1~6i ~ Y - ~s f ' ~ r `t t f t ,re: , s l , l p; y Y ,11I . ~t ~ ~ ~ ~ a (Q ~ f ~ - ~ ~ I I f it ~ ° "p,.. Ifff r ~ 41
- 1 ~ - : 1 ~ ~ r ~ / s A i s~ m ' v i _ i i . , 1 _ ~ ~ y ' j . J . , ~ - ~ ~ , t ! - i ~ i ` 1~r M I I n 4 thq9 I .1 t n i 1
~ : ~ - : } ~ ; yf i. r Frif~lt!~I l~-. ~ r ^w lfillj~! ~ f1~4iif~~~ ~ - - , i'i F r ~ i °~tt~lll t~41,f ~ i jf
r , ~ ~ I, ,~q o r ` , f : tt j - 1\~F~ II I {J/I if 7~ ~r ~Y/~.,. ~t t 1 `1fl" ' ( t
~ m ~ - 6 ~ I ~ _ 820 . ~ ~ ~ NORSE~FARN v ' .n
r ~ ~ ~p¦~~.~ ~ _ e 1 ~QRS ~ ~ ' ~l r ~ ,I faAARK~ FACIL~M ~ ~ ~ '/~t ~ ~ l ~ . a. ~ ~ I ~~r.. ' ~A~UT•V~J'tt~' ~ ti~ i ,ft! / ~ 11~t ..~~~ittif t ~ ~+tT.~. - e ! / ~ ~~.r. if 99
~ , i ~ I ~ ' t.. ~ t - ~ ~ ~~i'M-1M ~ - ~ I 'r a ~ ~ ~ I ~68~G`~ IMRE ~ep~ `,ec ?y~ `t I l I. i I ~ r 3' ~t y VD bi ~MPLRrIQVS r : r e ~ i ~i~ ~ tV ~ ! ~ ~i~tt'I r ~ ~ t / ~ ! r 1 l 1 ~ ~ ~
BASIN. LIMITS ~ ~ ; ~ • , ~ ~ ~ ~ a ~ ~ SCS CN ~ ~ . r~ , ER NNIL ~ ~ ~ ~ ~ , SCS CN 86 11 f . ~ I S !~I! , r y rV ~ t ~ F ~ ~ ~1 ~ t~,tt~l l€ n
~ _ ~ ~ , ~ m SXR~AM ~ . rf - , r , ~ _ ,I ~ w ~ ~ ,
i , i r r : / 1 ~ ~ ~ ~ f f ~I tl~ ~ / f ~ ~ { NAk~4.~.r R. t t~ ~ °flFist;i if'FI
,J ' . , ; 1 s t ~ ~Q r
;t . J/ i h - it ~ ~~/r i_y_ ~ 1!~Or~~l;~ ~r 1 y ; F t,,. y~. ~ - 6 v / ~ ' 1 1 ~ r~
• / ~ ' r. ~ / : ~ , ~~t~ r ! r i r ~ ,t I~ - ~ \ ~ l Jai n'~"^ s'3~It/ Ir d~ ! j f f ~ ft r r ~ l }
, ~ , l ~ z ~ ~ ,r. r~, i i ) °e i - ~ , ~ ~ ti l ~ ,r//' ~ tit } .r ,r ~~1 4. ~I
, 'W`r'y I n
p f r l , ; ~ - ~ , , , . _ f, ' , ,ER _ r, , PROP TY . ~ ; / , t ~ F~ •.~~rgr ~ t ~ 7f dlt~ ~pI n,r ~ rf l I ''rr Mfr ~~/V 7
, ~~ye , . _ . < LINE TYP , _ ® J ; ' f' _ 50 STREA a/ j , '
~F ~ , i , ~ ~ t- x,` ~ EXISTING ~ - ~ ! r ~ r i' ~ INS ~~IiJ I IY r t ~ f » ltd. a l ® ~ t 1t / t om p _
h 1 ~:1 ~ ; a o r. Bl1FEER ` , e _ % - o POND ~ ? y , Q ~ 1
~ 1 ~ , Sfi0RM4VATER MI~AGEMENT..-'~ , i f ' U ~ l' y'S1 If ~ PER~N~1I14~. I~ ~ _ r ~'~r",. u't~
1=0R .COMMERCIAL AREA I~ W , - ® ~ _ ; f, 1~ . a ~ f ~ STREAM . ~r' t r~ ~1~_ t f t ,I 1 ~ , r ~
, ry , , ~ _ ~ - ~ _ l o, ~ ~ - BE PROVIDED AS INDIVIDUAC,,~ ~ i ` j ~f ~ I: t, ~ / ? ~ ~ : ~ ~ ~ _ I , . , ~ . - /
, , - SYSTEMS: AT THE -TIME TAUS ? ~ ~ . . , f , _ LOTS ~4RE AE~VE44n'EDo ~ . r
~ A 1 x . , Y - i ~ - ' _ , / / C _ i , ~ ~ ~ Fl . tf t ~ ~ Y r i ~ f i r l i. I ~r a . l a _ ~ il ~ y ~ t ~
~ ~ o t . ~I / ~ ~ t ~ ~ ~ ~ , Ji ~ 1, / 1 j j ? . F . ~ ,l ~ I. ~I tl r 1, r'~ ~ r~ r , ! I ~ ' j t ;
~ ~ ~ / r , i ~ ~ 1 1 { ~ I r r ~ ~ /J / r' f ~ ~ j ~ r ~ { ~ y ! ~ 1 '(j~ i r t' -r f ~ 7 _ f' ~ l
j , ~ ~ ~ r~ ; ,i . i I I r, ~ , / fir ~ j t 4 ~ ~ ~ ~ . E r ^ , .
~ 1 ~ _ r r v it ~ , a i \ ~ ~ r ~ I ,I, - 4 y ~ . y _ [ f' ~ w~' 1
s f,. - f ~ ~r „ - - 6 ' ' _ ~
F~ ~ 1 ~ 1 ~ ~ _ : ~ ~ ~ V Ir / ~4 ~ / ; ' yl I. IIF ~,~!£!1 ~rltf ~ { ~ I ! 1{i~ ~ lri - d
, / ~ i I e u ~ ~ t'" 1_ / 4 ~ _ i is .Ii~i~ i i - - ' ~ l' i~ F(, ` ~ ; r i i . l It i r t ~ ~ ~ f t.
, , , : . ~ ~ ~ _ ~ I , r , , ~ i , f~ ° F `l r L-~' f t rrr~i~tl S~ Cy ~ i ft..~> r n,l , ~ ~ r ~ t l I t i
t ® t - i' r ~f t 1 ~ I y:~ ~ . _ ~ _ - A ~ ~ j ~ ~ I i ~ r ~ ~ -
I ~ o, _ r i I r 1 i s~ ; , . ~ ; - , Y~.... ` f „ I I ~ 1 w~ r ~O ~ ;ly~ls ~~.1 ! ~~f ~ ~ V ~ r ~ ~t Iz a ~ ~ !
r '
. r _ d t€ r r r ~ t 5 ~ 4 i / { V .r ~ ~ ! ! r ~`rt mac- s h,
~ r ' ~ .}~'~~p/~r 1 e y l~ e ; jft,r ' r~ i fiRU~lill'1VG ! '1/ r !i ~ ~ art ~ < tii ~
• j , ~ ~ I : ~ . t , ~ ~ ~ ~ , . ~ ~9 ~ , ` ~ If ; f I r 4 r t r ~ 1 ~
: ~ ~ ' J ? i ~
- i ~ r ~ oq ioq~
, , " ~ ~ , ~ ~ _ . t ~ ~ u t ' f` f, i I yi ~ ! 1, 'l f A f i ti 1 - ~ r I t r
~ „ ti~ . 1 , , , ; EXISTING ; .r . ~ ~ d F a, % r / r ~ a ~ i .t f Ir j ~~~r r' / a . ,w ~ / .d / y ~ i ~ I
- 1 F `e 3~ ~ : ! ~ ~ x'00, ~ , ' ~ , POND 9®,r;, r; , , ' ; t _ if ' ~ CLIENT: ~ I ~ h ~ . , o¦ , i. ~ l ~ ! I! a
/ i • F _ , a ~ : a ~ , ~ 0~ it r( <,i/. ~ w~ t i r~ r f~ l ~ ~ r R~V~IN~~H AM COUNTY..
11~' i % \ ! r r r%~ , _ , j tt 1, , ;a t__ r r t ~ ~ P.4. B®X 205 i era A t r y l I i ~ 1,~'( -
A \ ~ \1\ . e > .l , 1 / ~ g(~J l l ~ ~ ; ~ ~ UIIENTINQRTH NC 2?320
. ~ , ~ ~ ~ ~ ~ / i_ ~ , 1. l ~ , i . S , r t, ~ ~ ~ ~ ~ ~ ; (3~~GG) 342-i31 Q1
i ~1 j r r r f 1 V ~ 1 ~ ~ r i ti " , ti ~ ; ~ t C i l' \ i pI
~ , i r ~ I ~ ~ , ~ : i ~ ~ r a 3 i ~ i 1 r ' ` U E 'I ~ ~ ~ I ' ~ ; I it y~~ I l ~
4 r ~ ~ ~ ~ t a ~ S : '
' ` 10.1 ~ + ~ o. + 9p ~ , r 3~ ~ ~ > ~ ¦p ~ ; . r
1 ~ ~ 4. 'f ` ~ ,l DRAWN:
r - , . o _ ~ ~ ~ ~ ~ ~ I a2 w , „ f ~ ^ w I i \ , , r ~ ~ ~'y ~ ~ , 4 : ~ i` ~ h~ i i ~ `i ~ v f , ~ j DATE:
a ~ ~ ' I I ~ ~ - _ , a ~ , i~- I 12~15~09 : r r rr ~ ~ f 7 - ~ ~ ~ r~ i~ ` ` r. ' s REVISIONS:
- 1 f ° ~ ` - / _ f f , ~ ~ t f 0. t ~I, / ,
I I , _ ~ a , ~ ~ - ,
- ~ ,
' } r - - _ . .
S _ gi r • • ~ y 11` 111` ~ 1 ~ ~hr s
i ~ I: gym' ~ 9
I ~ ' I_ / ~ ' , ~ TI~1S ; OFFS~tE AREA TO ~ ~ rv f
t / , I ~ ~ ';1~E'1'IPED'THROUGN ~ ,i`~ J~~.~ _ p~C ~ ~r09 Boa. No: 09-154
i 1 ~ ~ ~~,,j 1. 5 , , , ~ r 1: E SITE DOES NOT': ,'d~~ r i~• 1 ~ - ~ syEEr rinE
, , : ~ Di~AIN TO PONb ; ~ ~ o R /
. --.~1_ __._y~ _ _ ~ ~r 9 f/ : e I E ~ /.r ~ TE~
.:~--~`~~yr STORM
- _ - ~ ' , i i n,, ~ - ,,rte ~ ~ ~ I r MASTER
G,~ PLAN
h I I I I'. 1 ~~t
I i i - _ : ~ _ - I , r .a , ,
d.... _ r

. IVVI U I a~H4c. I 1 JV
SHEET NO.:
, . 15a SCALE: -150' 1 50 smp-' 1 . V
~1 Q STIMMEL ASSOCIATES, P.A.

R _

. _
- ~
~ m _
r ,W w _ -
_ _ ~r a_~e
~ / , F
~ , . ~ r ~ - + l,. ;
.w...-..,.~- ~ . 1. ~ _ „ 7f t~mmel. Associates, ~A - _ ~ _ _ _
. .s , ~ r ! ~ 1=~l~RGENCY -SPILLWAYS Landscape Architecture ~
, ~ f i-..._... _ . _ _ _ . CREST: ELEV 7:: 8.50 t , , _ _ _ Civil Engineering r _ ~ _ -
~ fi r ~ „~-~a, ~ ~ w - _ t ~ r i ~ tt i i` 3 / j( gr - Land Planning _
~ - - ~ ARCHITECTS 801 N. Trade Sheet Suite 200 ~ ; -
7 - ~ ~ Winston Salem, NC .27101-2916 . , u , r - KURMASKIE x ~ ~ ~ ~ - P: 338,723.1067 F: 336:723.1069
\ t 1 ti` E r ~ 12 o i ~ - - r . { ; ~ SEALS:
r r _ . 11 ~ . ~ 1 - ~ 4 t ` r l , r
t ~ ~ / ~ ~ _ _ ~ i / i . r , , i i F.~ , f -
f I ~ 8 _ , ,r: ,F~. ASSQCIATES,
t ~ , , , A 1 1'~ ..72 - _ _ , ~ ~ o INC. NCBE N •1347
~ , ~ ~ OF DAM j ~ t E~ CERT. 0,: C RIP-,J~AP DI$B(PATOR~ ~ ~ ~r `,~,,,~R~u,,,,~
' / TOP ' 720 10 ~ ~ / ~ ~ 7 ` , `BORE HOLE #6 20 , r 1 30'L X 35~W x 3'D _ - s
_ ~ - ~ 1 ~ ; `CLASS 1 RIP-RAp P~ ~ ~20~~F a "
/ ~ s _ _ _ ~ ~ ! ' SEAS4RIAL~HIGH ~ ~ ~1 4 f _ . i W TER- TAS 7 w Ong r ~xc 01 r ~ ~ ~ r r 1101H~r~E~SP "
~ ~ i 6 i 7,21.9 ~ , ~ ' € 3' 149 5 • ~ '~t ' ~ ~ e~ Phcn~ yi9 44~ I(i0(1
~ 4 r , i 'i ~ r ~ ~ ~ _
'-r~......, ~ ` , ~ ~ ~ ~ ~ ~ ~ ARt;I i] ICC.I 5KT.C'OM ~
2 f ~ ~ ,
~ 1 710 ~ ~ ~~6 ,
/ , 107 ~ 7 I ~ 07 , i I ~ - ~ ~ f - -
~ ~ \ ip ~ ~ g ; '~1p 54" RAP ~~I ~t.4% ~ i ~ ~
~ ,I 1 - , 104 ~ \ 1j2 "J,,. • 112 ~ ~ ~ ~ ~ ~ ~ 's
, / , 7i4 f n t 4 ~ ~ ~
~ RCP ~ 16, X16 r ~ , I ,BOR~ HOL #1 ~ ~ I ~ i
_ - ~ EASEMENT / 7 i 8 ~ ~ N , '18 - E , ; ~ ~ SEAS'~NAL ~iIGH ~ ~ ~ ~ ~ ( ~ P~~GT;
r t / i ; ~ `P M 72p , '2p ~ ~ ~ ,r ~ .WATER TABLE t i
~ ' ,a _ - ~ _ , ~ , _ OOL = 712,50 ~ , ,f ,;T',`~ ! BELf~W 7~8 ~ r ~ L 1 ' ~ , ;
/ . FOR€®A1f ~,A ; l
1 ~ / z ' I ~ ~ 7 ~ i . 0 ~ _ r . 2 ,
- / - ~ _ BORE HOLE #7 ~ X18 ~ ~ i i ~ ~ OF~~AM 72p.~Ta ~ ~ ! ~ ~
n o0 0 SEASONAL HIGH , r ~
` i / / o co rn ' N o ~ rn n~ ^ WATER TABLE / ~ N p ~ ~i .~i4 ~ 1 3 ~
/ / ~ 3 r~ BELOW 716 / n o ~ n o ~ s I ~ ~ ~ r ~ ? J i i i i ~
/ o ~ - ~ Q / ~ 7 12 f P~
~ i U - _ / / ~ - BORE HbLE ~ _ ip
/ ~ , . _w, ~ SEASONAL HIGH ~ WATER TABLE ~ 1 ~ 1 ' 122 , t ~ f ~ j, { 6
F, ~0~ / ~ _ / . ,I / ;.r /
` 4 731.5 RIP RAP WITH WASHED STONE ~ FILTER ON UPSTREAM FACE r
7p4 t. i / / A ~ , ~ 1 i, ~
~ ` - ~ _ 0~ TOP bF BAFFLE 711.50 i+ t
_ / r = ~
/ ~ > l
1 ~ / / ~ / 1p - BDRE HOLE i~8
\ BORE HOLE #4 1 l ~ / ~ \ ? ~ MAIN POND SEASONAL NIGH ~ N i I I~ ~ ~ C~ ~ N ~ ~ ~ r~{ t
~ - SEASONAL HIGH WATER TABLE Pf ~ ~ WATER TABLE ' k PRIMARY SPILLWAY ~ 9
~ BELOW 712 / 14 \ BELOW 722 ~ 5 5 x 5 R16ER_ NI1TH ~ ~ ~ t
~ 5, TRASH RACK ~ ' ~ I ~ t' ~ 1" t~ ~ ~
8 _ _ SA~g BARRELL ~ ~ 1~ L~ 1 I ,
~ RIP RAP BAFFLE 20 \ ~ 6 , / - 6" DIA. DRA1Nl)Q~kMN ~ ~ , ~ ~ i ~ ~ ~ 4 ~ 1 S~ c ! ~
, ~
/
~ w I ,
r ~ 3 ~ ~ , ~ Q ~ 1~ , 1
/ - - - ~
/ ~ ~ .m . ~ , ~ , - / F
\ BORE HOLE 3 ; t ~ ~
~ SEASONAL HIGH'` WATER TABLE
4p ~ 06 BELOW 722 1
~ -1 r
S ~ 4 1 0 1
0 0 1~ ~ u 2 0 f.
~.1 ~ 0 1 1 ~ - , 2 ~ ~ BORE HOLE #2 r ~
F , 0 ~ / ~ ~ ~ ~ ~ SEA~4NAL tilGFl` ~ ,-r` ~ / ~WATER TABLE t ~ ~
J ~ Q Dc 6 ~ ~ - ~ ~ ~ ~6 1 ~ ~~6 BELOW- X13_ ~.-~-r" ~ ~
~ ~ A ~ / 1 ~ > > 2 ~ r ,
~ , ~ / 1 / . _ s. ;r
T P , ~ ~F r ~ ~
p / , ~ /y sr ti _
~
, , s' ~/~r ~
~ ~ ~ ~ ~ ` r ~ r, ~ ~ ~ ~ R~CKINGHAM COtJI~T~'
r"
~ ~ ~ v i ~ i ,r _ TWORTH, NC 27320 ~ a WEN
U ,r, F l w , , , . rr t ' i (336) 342-810.1.
y ~ X \ 4 % ' ~0 ~ ~ , , . ~
ylA, ~ 1 f , ,
~ ~l, 1 r.: , .
r,---' / ~ J p DRAWN:
0 6' ~ ~ 1 ` ~ l / - . ~ r~
~~k--~-'~--"'"'"- i - A 1 } r A ~ y , t _ ~ DATE: ~ 2~ ~ 5/~9
e~ ~ t ~ `t i ~ ~ f , , is ~l {
l j , GYM , ~ 00 / ~ REVISIONS: F t ,
i ~ t t WM t n ~ r r`
~ .t , ~ c < ~ ~ ~ /
~ ~ M i ~ r _ / t ~ , ; ~
0. 0 i + i ~ ~ ~r.~ r - f ,
M p f -
~ , t ~ r~ , ,
WM ~ , ® I , ' ~ ~ I / pos. NO• 09-15~ ti. f
~ ~ ~ i i ; F` 1 J ~ SHEET TITLE: 1 ' _ ~ _i
W ~ ` _ _
~ i ~ r ~ j STO 1~~4TE RM
~,~A~- I BOND P[.~

~ . ' ~ r ~l r ~ ( i ~ t ' f i ` j ; _ _
v. r 1 ~ i G/ ~ i ) ~ ~ M ~ ~ .j J
/ ~6':. O ~ ~ ~ ~ ~ ;
r ~ / M ~ , i ~ ~ ~ ( s~ F%
~ f ~ ~ y . r- i , ; ' ~ ~ - North
Srai 1 =30~
' i If'~i~ ! X14 % e
SHEET NO.. rf _
O l V71LL: 30' smr f 0 1
; ~r 0 30
'x o Crj o R
/ Q STIMMEL ASSOCIATES, P.A.;

¦
Stimmel Assoc~ate~, PA
Landscape Archi#ec#ure
Civil Engineering Land PlSnning
~RC~~'EC~S 609 N. Trade Slreet Sul#e 200
K~~AS~ Winston Sal®m, NC 27101-2916 P: 336.723.1067 F: 336.723.1069
SEALS:
~~~SQ~
ASSQCIATES,
ilYl~, NCBEES CERT. MO.: G 4341
- _ 00,eelillinres~~~~
tul~m ),urclly :~m+V
11[11 Hwnr~ *~1,. ~ ~ yt
x,~i~,~h,MCr~7~;g4 AL Phone: 9i, ~~~-1Fi01t s s a 1498
f a: ~U ~4r, )d0~ tf,,,Y,~~i r ereea
ARfii3I E SKT.C
~1i~,
PR©JECT:
n
NOTES:
FUNCTION AS A SEDIMENT BASIN UNTIL SITE IS VEGETATED 1. THIS POND IS DESIGNED TO ATED )ESIGN
STABILIZED THE POND WILL BE CLEANED OUT TO DESIGN AND STABILIZED. WHEN SITE IS , POND. '
ELEVATIONS AND VOLUMES, PRIOR TO PUTTING INTO SERVICE AS A WET DETENTION POND. TO DETERMINE THE DEPTH TO SEASONAL HIGH WATER 2. AN INVESTIGATION HAS BEEN DONE WATER
TABLE SHWT IN THE POND AREA. THIS INVESTIGATION IS INCONCLUSNE DUE TO THE 'HE
~ ) SHWT BEING BELOW THE DEPTH ACHIEVABLE BY HAND AUGER BORING METHODS. ACTUAL ~TUAL
RMINED BY TEST PITS WHEN LAND CLEARING IS DONE. SHWT ELEVATION WILL BE DETE JE.
THE NEED FOR A POND LINER WILL BE DETERMINED AT THAT TIME.
i 735 . I , 735
_ _ [ . _ _ , , -~-i - _ - i I _ _ ~ , r ~ I , i
- , _ 3 ~ I E ~ I ~ ( E i i _ I I _ _ e,_ P- _ I i ~
- q i i ~ i I I ~ ~ _ - _ . ~ _ - - - - _ ~IN _ _ __.j, _ w ~ ~E~ _ CLIENT;
~ , - - { , - ~ 730
730 ~ I ~ ~ ~ i ~ ~ ~ 'i I ~ , r I ; I i r . _ _ _ 4.1.2x., _ i.__. _.E , _.mv _ _ - . .m_.. _ _ _ . , ~ ~ i ~ k ~ ! _ ~ ~ ; _E_._.~.., . _ ; ~ _ _ ROCKINGHAM COUNTY
r ~ I ~ E t E ~ STING ~ ' ~ _ ' ~ E _ 5 ; INV__ OlJ~L__7.~~.9~ ~ - - E i ~ I , X5 RISER WI H TRASH RA~~,K I _ _ _ _ _ _ ~ _._..__.t._.__. ~ ~ ~ - j-----+~. f __1_ P.O. BOX 205 1 _ ; ~ ~ ~ i Y WENTWORTH, NC 27320.
_ _ - ! - _ _ I - _ _ ~ i . _ _ _ .~__.M~ ~ .~,~,..~__r-_-___~_~.~~,.._~m.,._w_.~. I.~.._ L_... ~ 1 I ~ 725 X336) 342-8101
- ~ i _ E I ,~~~E r T -r---- i -f--- ~ I ~
725 _ I ~ _~.~.__~__r_ _ _ _ _ ~ I
-,s____ ~ I ~ r ~ ~ E I E I I ( i _ i ~ ~ i - - _ 3 _i_ _ "i f ~ EMERG CY~SPI LWA~ 718 5~ ~ J I,.__ _ ~ Y. I
~ i i I ~ I f ~ 1 1 i 1 I E E I C E i _...__.._~__w_...,._E....._._.~.._._._.y~__.W..__....,.:_}.... ....~..W..w t._.. _ ._l... ..,.E ..1.... . ~ . __.--f _ _ 1 n_m._ y. r ~ f- f r ,
E M.~__. ' . _ _ . ' 1 1 ~ . _ S I i I ~ ~ __J__--~..._,_.._,._._~.._.__....._ . ._I _ _ fi__--.i I i ~ I z ~ I ~ i i + E TOP; OF~AM 20.1 j I ; ;
~ 1 ~ I ~ t ~ I t i -i- 720 ---~-1- E ~ 720 DRAWN mv.. ' DATE: ~ 2~~ 5/09
_ _ , i I ~ r ~ ~ ! E i i I NTIk IM R_~ ; ~ i ~ ) _ E-_-- _ , _ _ _ _ _ _ s_.. _ _ _ --DRAW{~f-lWf a___ . T ~ ~ .r___.
_ I _ _ _ i _ E ~ i I I I e I i I I I E s ~ i _ ' - - , ' ~ _ - - D~f1C~ ~ f - ~ ~ ---y i _ ~~visloNS:
_ . - __W.._~._______ - - I ~ _ ~ ~ _ r r w__ _ w_ _ . i POOL ~'t2 r _ ~
r J I i ~ I E ~ i ( E i ~ ~ ~ ~ I a I I j ' ~ ~ i~,__. ~ ~ ~ 715
I , ~ ~ p i a ~ E! f ~ ! i ~ ~ 715 i. ~ °fi r ~ .m.. ~ENCWF71 0 ~ ._i_ r--.~ i ; _ ,e_ ._.._~~.a. _.a__.,L.~_ ~
_ ~ _ m ~ _ _ m_ 1 ~ - _ - _ f---. ~ _ - - w - - . - - _ _ i__._~_~ _ ~ A E i - ~ I _ _M i 1 ; , -F ~ , I _ ~ _ - __-~_._--r___ 1T-
~ r I ~ - _ _ _ _ _ t - , -~r-••--_~__.~ ' ~ ` I ~ ~ ; i t ~ ~ ~ I t i ( r -
_ _ _ ~.1..~__~.~__ .__.___.____s.___. _ r~_ _ _e.._.._. _ _ I _ - I"'- I I i i r I ~ ~ - i I E ~ ~ i _ ~ I ~ i B i CO CR E SEA WAL SCALE 710
710 , ~ 2 0 ~ i i 1 B TTOM DRAIN _ _.a.___. ~ 3 _ t _ z_--_ r ~ ~ i ~ ~ ~ ~ 9~ + ' ~ _ - ~ I i ~~7~2"a ~ , ~ ~oB. No: 09-154
a~ ~ , , I E B T FF~~. TQ ..HAVE., , ~_r_...._ _000~~~... A_ ~ _ _ _ , - - _ w_ _ _ ~ ,RIP RAP Ft~. _ _ a ~ ~ _ IP- P HISS PATER
, _ _ G x__._ _ ~ . _ { - I ` SHEET TITLE: w__... i_-._,_ ~
I .fA E.DRALN. Q N..__ ~ ~ F_.__ _ _ _ _ ~ _ . ~C`___ ~ ~ _ Pfl.ND_ . , _ ----r-- - _ , ~ j _ M I ~ ~ _ , i ~ I ~ ~ ~ ~ ' { 3 OIL _..3 ~W ...3' r ~ ~ dLAS 1 !RIP RAP' ' 705 STOR~NAT
-,-I ---,-j I ~--s ~ ~ ~ ~ ~ T 4 ' 705 ~ ' ' i ~ i I ' ~ r ~ T~ 7 _ e i ~ ~ I ~ ~ ._,_,m _ __w;_ _ _ _ _ _ _ _ ~ 3 ~ ~ 1~ 009 I ~ - ~ - _ .
I ~ , _I _ ~ ~ ~ T ~ ~ I i ! E ~_nM._ ~ ~ , ~ PQNQ
_ _ ~ ~ I I w_ ._..P2 ,»w...,,.~
- - ~ ~ - , _ ~ ~ y INV , .w ~ _ ~ I _ ~ , - ~ SECTION ,oo ~ , _ ~ ~ loo
~ i- ( i ~ ! ~ } i ~ t E ~ - E , 700 , f ~ ; ~ t ; i
~ E - , ~.r_ _ . l E ~ ~ E 3 _ _ _ - - - _ _ , W.. _ .._._n. _I i _ _ , Q E
_ - _ - , I ~ - , ~ E , ~ , ~ RIP CRAP DIS5IPA ER ~ _ . _ . _ _ I._.._.. _ i _ ~ -~-,_.3 p.~..- T..J. ~ .~,...._-,P...~... ~ i
_ _ _ _ _ _ fi . ~,_w _ . _ _ _ , ~ ~ E .3_ ~ .w~..___~._. North 1 =3a
_ .._..7.. .k. SCALE;
Cy0
695 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5• 0+00 0+50 5+50 6+00 6+50 7+00 7+50 SHEET NO.:
SCALE: 1" = 30' m
30 0 30 sm:p 1
~ STIMMEL ASSOCIATES, PA

_ _ _
_ \
• _
. l
_ ,
. /,r _ .
_ y, I, _ - J ~ F y,,-
Stimmel Asso~iat~s, PA.
- ' _ landscape Architecture '
i . ..r-^ - • ~ ~ - 1 . twit Engineering
' t jj ~ _ - 1 - I - 1 r ~ .I _ Land Planning
r , ! i / F , _ _ _ , - ~ _ ~~HIT~~TS N. Trade street suite 200
i , , ' _ tea' ; ` o i.,,,.~ ` Winston Salem, NC 27101-2916
- - , M._ ~ ' I__ KU~~~IE P: 336.723.1067 F; 336.723.1069
r _ _ .....r v ~ ~ , ~ _ . E~ - SEALS:
_ , _ ~ p ~ ~ ti , ~ ~ w~ _ _ f
- I , 1 2 ~ . . _ " . ' ASSOCIATES,
, , , ~ f , r r
~ ~ ~ v,. ~-~.71 " ~ MANENT SEEDING: ~ t,' ~ - ~ - 6 ~ ~ ~ PER M. , ~ • llvl,.. NCBEES CERT, NO.; C•134i ' r+urrrrre~re`
4 , , r ~ LAWN SEED DAN1 AREA W/ ' _ ®ea C ro
c 1 ; _ 35 000 SF t , f 7 i, _ 20 J Jff}}((pp'''^
. . , , ~ minis iteUl .
~ L , I>~'v ' 1 ~,v. ~ ~ _ ~ ~ y , - Tip 1101 HAl ~l ~ ST, C%t R:~I~ ~ h , in04 SEAL
w„ 4~ _ 114;~ , ~ \ ~ 720 aM - - D , , n ~ - I tl r \ P~hn~~~ sari-9~ai1 149 5 f ~ g~
1 _.~.i ~ ~ _ I.- k l l , I r rl ,-°i, 1.}r ie-.i i -41 ~ •",.'~.,-v«.~,, ,w.A. ...r. , 1 \ i ! - ~ , r - - S~ ~ fax; ~ k1~.n~1n~4 ARCI[ITI:(,9 ~~"t.' Ub4 ir' I t °y
~ ~ f.. ~ .I r, I~~r t I _ , 6 1 7 . ~ ~ . - _ r r ~~+~5 ~ ~~e~, " .
- ~ ~ I E , I I , ~ . ' . _ i ;r , x ~ , r. • 714- ~ ; -~W , . I ~ Y~ ~ ° .r I 1 , ~ r;.v.. as aa.abVaaaaaaaa a ~'~~1, -ru ~
" , J ~~I t e lli as aaaa ~ i, ~ _
. µ.>t I ~ ' / s - ~
L / i " T 111 a ' ; \ ` . , f a 0 ° aaaaaaaaaaaaa < 708 • _ . ; i
_ a :..,~-:'.1 r~i a~~.i~~.~. „ ~ / _ a a aaaaaae aaa a \ , , . , 1 s II ' ` r d 1 w_,._ w . ,,..,.w ~ r
• \ I ~ ~ ~~,1 • r ~ %r - ~ lllli °aaa 710 t~ ; \ ~ , r ' `"a..'., ~ ~ s~~.., 111 aa° \ 7 ~ , g 11 k. , i i i °~a ~
y n.. " ,v 1 , / ~ ~ f-\I1- 7r61 ;d rCf I h I F , 1 ~ r ~ ^"e:--...._ I f ~ ~ J - f i, 7 ;7 ~ I:. II,Ijr' ~ ~ ~ r ~ r ~ - ~ , ~ „ a l l ' i r' PROJECT:
! i' I ~I u, r ~ , ~l , ~ 1 1 - / , 1. ~1~. : I ( . r 7
r = ,v ~ ak 1 vh..~r~_ ` t , ~ ~ I ~ . 100-JPW ; ~.~r , ; r ! ; 4~ ll ' ' - 6 / , __1*~ .,~tr''~K''fi,, I i 1 t; t ~fL,i~}} r r J r # l' ~ ~ , \ J J , ' 100-PW i r 1, 'r71 '
t, 1:,66 RCP ~ ~ trfj>~ r r ~ ,/,rr ,v~ , v - f -I~ t,.,, rz ~ 1 r` : 7 _ ,r / ! \ ' ~ ,N ~ 1 19-SIB ~ r I, t ~ ~ j ~ 0 ;
~ f ~l ~ j f ` t / 1(j ! I f t 1 v ` l l - - I I vJ\ i i ~l s t 1, ~ L.,<k.,l ~ ~ , 125-SR . ,~`J, ~f ~ fr r , f , t~ ; i`
' a I,rr 125-JPW ' r ! I~.i _ ; -f : / "r-t ,~.-,.r~l, Imo:,, 1 ~ } _ s, ,l • - ,r/ 1 ~,I `~I ~r~ : ; , ,,l~ f r; J ~ SO-SR -
, 70 SRh4 3 r , - r<t 1 1 ~ ~ ~ ~ : , ~ " . , . ~ ' ,'rrt 720 l~ ,
v~ 1, , I v l_ , 25-BFf = 1 A~5-SMW , • J /
~_In ` r , i~% ~~r I ~la~';~,1 a ~ g 5-SIB I f -PW 718 80 , 95 . ~ ~ ' . _ I r~ / I ~ 1 ° ' ~ > 1 ~ 1 ! _ f -BFI _ I v , ~ 1 f , ~ , r ~ 1 ° . , 1 . , 1, . t 4~ ~ It ~
/ ~ I a ~ ~ , f _ __>y.~ z ~ `f i 21-SIB 16 J I d ti~, ~ 1 t r. I i , ~ , i i_. ~ a n ~ i ~ ,1i',:F.' ~,I. I'"fir , !'Zi~~ I a r i r r - ~ ~ ~ p r J- i - ~ s
• - r ~r 3 • , nI N ~;,,q, ,ol 105-BFI N, ~ ,~,~,aa°,aaaa _ / ' - J t ~ ` i 1 t ~ .C~
000;} 0? 1 , a . , . , / a a a a n'~~-` v.. J~_Iv~(1i, wr1 k1 ,.,J.r a°. I: j r ^'~`V~~ r ` I - ~ a a a a a°a a a _ ? :d' M ~ _ ~ aaaaa, / a j ~ , ~ J / l l ~ ~ , 1 ~ ~ ,1 i l - ~ z i , ~ t
~ ~ ~ ' ~ L ~ F I, ° 5-SIB ~n `~0~~~ r~ _ 71 a aaan°°°d°aaaaaaaaa~a~ a' P,i .1 ! I s ,~J ,101; 14 ~I(a, ° I a k - . ] ' F E I r.; . ° ~ r I .r i I ~ ~ I I : / ^ _ Y a ..a aaca<a a . ,I ! \ ..I r.~J ,,1, / r ~ ,j I! I t ~ I/ ~ . ; ; e 'I , ! I 55-JPW ~/H,~~ i u • k t v, pp~ !~1 i k ~ t ~ - - - -
r li .i lv ` v is M1 , t k f ~ , r' T 7 aka „ , F„ r I I , ~ , . RE~ttvlAAIEN r - . ~ - 10 _ . ~ _,1 N v _,+~~.,h r1 ~ a a " 1. ,awl `t4 ra :11. 1;~1,,,,. ~„~Y` ~ , , ; ; ~ , - IB q, - u - Q / j;, 4=.)' .r Ir. v Il:.,-a,. I ' i ~ 31 S `r, t _ _ ~ ~ _ ':..;t,: L , f,,- I ~ 122 -"i ~ ~ F1 1 1
~ ~ _ ~ I! ~ I It v~.1~ ~~r~~ _ ~ ~ ! f POOL - 712.50 7 altttt / , ~ I _ i,~.i1.11~', i,,~,w11 1~ ~i-,a ~ ~ ~ ~ ~ ! - llil ` / , ~l _ ~ t
~ ~-~1~}`LEI ,a, ,,v ,~y. Y ~ I ;i. 95-SR r t' 195SR 70 1 ~ ti ~'4 ~ ~ ' ~ 1 lr~_ }v % , ~I ` ~ ` ~Fv~ , . l : ! ~ ; ; ` , ~ _ r',~ r . _ 95-SRM - - I-,1 - It ~ _ _ ll ~k41i1 I # { ~ I , ~1~~~ ~ ~ , I ~ I` T IG. ll ~,1, i~ r ~ •
1 I. 1s I # ~ , _ 70 - / " y , _ 0 - ~ s. ~ I! , . I {I/ ~ ~I, ~.1~.'~v~~, . ~ a ~ 1 ! i r. , ~ 40-PW ~fl,i ~ , ~ ~ ~ I _ _ v~ 1 . ~ F ! p , , , ~~,~I. ~l ~~f~J ! _ A v~~ ! l l ; I i; s I
f~_~,9, I I ,1 I?.la`,~ i~J, c E t~, z- r 1 r / l t._ t ~Ir-11 ,~L.,I,. , t f , ~ _ J ~ I ~ 1'~ x1 " : ro! r-~:~ Iv Y t / r ~ } j` t ~ t r t p _ _ , ll ll : ~ s ~ l'. ; ; PERM - tl „ z..~ ;
1 / ~ s ; l t `6 / I II I ~ I Il ~ti } ~~v ~ i ~ ' ( z, ~ ' ~r ~ Y, li r l t I I ' `I pvv ti - FI ~ , r, 1 v a. / , ~ - ,,,.J,~J ~ ~ : ,~'f 190 B ~ , , • ' , 1.. ~ 11 . S ~ 1,a Fy I ` o , t I 1 r r r i d I - l l ; z E ~1'~ ° f ; SEEDBED RREPARATION:
' ~ J 4 pr_ ~ .I I! Iu., ~_~~;x.. ~ , , r,' r` ~`~7 f, l s r / PW...., . l t r, ~ ti , -t `I~,..t~~\: Yl~ ' ; la . i,k, Il ' . >s 4 ;r~ 1 / ; < J~ - _ 200-JPW 20- , ' V { 1. Rip area to bi: seeded to a minimum depth of 4.6 inches. ` l l `t \ ~ h l
i/ / =;,~1! °,r r I ~1 ,r~l;_~'.~, ~0 7 ~ ~ ~ It ~ 1 ~I, L , l ~~I 41 .~~~.,''`~,~6..,, /'/f ; 31-SIB ~ 1 ~ " / ;,I,, I, I ~ sr lad vi w1 ~ . 1 w.~ ~~'E, 2. Remove all loose rocks, roots, etc., leaving eudace smooth and un~orm. i~ l l if }f ` f t 1 s f~ ,
v ~ ` . ~ ,,1.I I!, r ,I - llo 8 °'i i r` l ~ r` i fr~f J - 1 ~ r ll w 1 I I I .I, I, lv I,v ~ < 1 ~ f t r r { ' 110-BFI it . a - { . t t / / A ,~;,.v ~ `I vI I , ll ~p ~ t , r ~ f ~ 105-SMW ' i t l ca~~ v',, ~ ' ~ ~ i ~ N 3. Spread stored. topsoil over area to be seeded. ` ~ ~ 4. A I seed, a ricultural lime, fertilizer and super phosphate uni#ormly and: mix with the soil , ',~;t ll ,~3 ~ I
~ ~~f~ , , ~ , 1i'I~i I~ 11 , 1J'vu ~~:Clrc?1 , 7lv~L~ , ,I I .111 ~ ` f / ~ / ' .175-SMW ~ / k, 1 , ~ I I ~ 7 t l , / I : i , 3 ' s, ? ~ pPY g ' , ~ ~ tl ' ; ~ ~ ° ~ l I 5. Mulch immediately after seeding and anchor mulch, , ll ,,"t,~''i- ~ , i 3
.t1 11 1 1. -I v v L ! rr ~ r- r . ! ! ' I , t , 4 mom, -ri ~ ~ I , ~ t 11 ti I ~ \ , 1 _ J / 1. I I,~ I'~ ~ , K \ @ \ ~ y~ v -r,,1~ e, } ~ v~ t a ~ I A 1 r ~ h it V ll ,~i1 ~f ~sf~ , 2~, a ( ,
, .\~~I> \r I \ \ ~ . , ~ ~ ~ t ~ _ - 100-SRM - - 15-SIB , J'.r 1. IM I nl I:vI irti~r~, :ti111.J,v r" t1 i a , ~ T c v ,v v`I13`,r~ 1 1 1 _ 1 1 I 1 I 1 I J 1 `~"<a ,c ~ , ~ , l v ~ } ~ G _ ~ , ` I ; ll ~ ' ~ ~ ~ LAWN AREAS: ? l1 , - E ~ i All unpaved disturbed areas (or lawn to be reestablished) outside planting bedto be seeded with an even
. rk r~ll-.1 'Ir... L. I t` v~, R.k, T ~ ~ ~ ! 1 t !-1. ~r I ~ ,I . v.. vd , . ~ ~ R 115-BFI , , -11. , / 125 5 ` ° i l , 41 I I I C ~ I~ ~ ~ J, 1v'r Y w I .,rr, II I`'/d <C.. I,v v. v+... _ - ,a,v `..T '''w.,~ 6 \ ~ I i l ; ~ ~ S"~' ~ ~ of Reuel II, Falcon and Jaguar fine feseues, or approved equal, at a rate of 5•~6 Ib~11,000 s.t, sa as ~ ~ ~ mixture
"-.,r r. ' 1~,. ll~ a ',t,r t r ..>P . v1.1 r . r . i;.. ~ 1 ~ ~ `~,1. ~ r' . ~ - ,II i J , vy v n ~ ~ I I ,r I, 1~ I ~ v x y 75-SMW r l i ,ew,l 1t w,~i~~.1rr, a ~r v v I i r v~ ~ _ ' • ~ to produce a thick, firm stand of grass. Fertilize at a rate of 10 Ibs,/1,000 s.f, with 10.10-10stow-release
i r~- 1V I k~ k I ,,I ~~\DI I t II I..., i/~ / I ~ f y l ~ ~r-~r Il,;Il.. I v~ ~ Ir. y. _ , v r i~~V cl ~.11 ~:"r,,~;~:.'h ~ - ' ` ` ; fertilizer (use straw and asphalt emulsion to cover seed until stable.) Apply lime according to soil test, or ~ ~ ,
"y.. ~ Y.1`1y,A"_,1w'; C~i~ v r~,!,.1_ , /.:r:,,~ I I ,I,~, :Ire I, ri. v"-'1, S~Iy,~l' '~`CiC ~'''~.I,',~~i+=K;f` iz: ~•~~A. \ ~ hvv~~u~,J~ju,~~,. iv ~~L., I.GI` ~1' h 1 I I -I , t I~ 1-+ ~ ~ ) , t ~ ~ apply 4,000 Ibs.lacre slow-release pelletized agricufturallimestone. . ; ~ ~ ' ~r;,~ ~ ~ Seeding dates: Aug. 20 through Oct. 25 and Feb,1 through May.
l / 4 y .I I~, i\•~~~ 11~ 1 \ ~-y 1.Ir` Irk i'~ \IS 1' 1 ~ I \ • - c \ w -,.y ir', rev!/~If\_7.' i. Ir.. _ ~ . . 190 PW \ \ _ ?,.....J / T j~`w -r~ 1 A~., I,'+.-. 4 _ I 1 ~ ~,t I Ir, i I ~II 1 ~t, ,k~o fa-I! I •{..u Ie. J,.v. v rr,,y w i ~`-r.l v,-r,~, ~I,, 1, ' f ~
r- 'J. all: I1~%,; ~ '../c _ _ / N , 1,.. I r l I .I , ' .l :;r,t ~;~:,I/1~~"~;tii;,,1 "ti. 115- M v. t~:~l, ~ It`Ir'I ,iy I h ! 1 0l I it ' 'vy, 1v I y ~ SR r= r r ~ UPLAND MEADOW AREAS:
'>4.. r ~~7i;~!' r.~!\h I`H, 'bra. , \ __r 1.-:^J i\ ~ :-1 '?v? \ f- 1 '4, .,_,Y,-i 1::..1 , , /-,1/ 17\Ir \I„\ :,,r:,l/. z-~",`KI-+,,f~.ll\"~.l ~r~\/\ _ _ `I v T.. ~ ~ v ,v1 n~ Div .7 _ 1 1 ~,,rw1~^`.r`;r it . a 1 z MW - E - ,~f IXTURE: M EEDtNG • ` S V~ RATE (LBlACRE).
`r'a,. , t~ , I .,,;_t V ;v v d~, .v . :hdl :vyy~~~~vN•- to-r{~.vT . a 111 1 _ / ~ , I ,:JI ; is ,1 r..t~i~ 3 i= 7. ~ , v-~ l',vIr ~l ,IIJZMI II- i'1 .,'F: .,1`~t:. } ~ ~ "'r I It. .,r.,1 r l/,,I, I \ I \yl \ r\,.` \ ..7-~...-r\ i\.._l\` /TZ ` i'r~ .I ,I V ~ h x;\ ' /1.w. ,,,v;.. a'C-~ ,,1.% w:~,.rv.•I x: r--I.=tl'1'I?-u , ill , ` ; . ' ~ ~ ~ ~ l SPECIES: 10 t~~f < ~ Indian rays
vv/,~, 1,~:, , . ,I - :1 1 „ 1` ~ 145-PW I \ t \ I = I/- 7'.I \!/.Cl/ i/ I . T -rA \l1 ~r;u ~1-r\'~~ ,~I'~.« rj`v .1,•l ll\ ` „ I r r"; I \ ~ I ~~,I I .1 ...~1~.`11`. ` I\`:.~1` i . ;'x 4 \ .`It,` . d ..d. rA , . I, , ~ ,ti, ,r.. ~ ` r v-~ ir_`r-,:1. ,v- v`1 ,v 1._ A a,v, v~L .i t Sorghastrum nutans 9 . ~ ` Sehizachyrium scopanum Little bluestem 10
r. a a .a ,v _ . r 'v v ` , Ir r~ , 1 , a,"~, al.ir,'Ir-u~Ir.:{r-,Ir ,av,r,,, crv_;.~, .q-r,~r.'r~-r ,`•IC`f-.`,.`1,`h,~~I,'~, `,~`,i r , <<~_ w., . 1 ,111 • ,l _ 1.r'.,v„ ~ r, _r, -•,I Al , `7^; 1.. AL` i1 : A ,1. 1 . 4.`1 - 114'l(' I! f Ir,~ 1-~~-~,I , I ,.A t Canada Vthld a 10 ~ ~ ~ ~lymus canadensis ~ 10
~ , >-t,_1, c rel.v?~.,.r., _ _ 4 ,v .~,~`~r!„ ,1 , 111 ~ ll ~ , . , \ I v.- ~ I e . ~ .-7'Ir-Ir- -'v; I, rw~rv! Ihh ~ ~ r~' _ , " , I i ASE ! t -1 I Ir, r..> ,I ,I ,`1 11 , y~ ~ , ~fl DMA N , , _ „ I r ~ , . . , , _ , ~ ' t l f Panicum virgatum Swrtchgrass , i ~ ~ ~
i~v1 / _ i v. I , ..1, ~\a \•`i\ h, .^2 l' T- i t t M1 F I , , - I, a`:7't. _ , r- I I!. G I ..I ,~I ,ZI, m\I. \ \.'\l ll ~ l > v^ 6 „h ~,'r, ~?,y_Ir. il\,\i!, iii \ \,,~~,`\_x~-ra,.:l ~ SEME 1Y I I _ I/;\.., ~1Jr... r(.,\ ~ \.~.r,,.,k.x,,,.;:.• C , ~ ,,:I~~I JO It T , GJ1 ~ 4 ir- C :a, ~ 'r, ~'t. ,i i';`I ;~d.S I;~. h+ A t A 11 . ,,v,,.~}, r,, 1',-:11,:4,,.-I ,,.I,,. r;. .1,, _ ,-1,t-rv_,1=' _ll.v~!,<2 ~ .v Os:.,-r... ! L,.,.z7 I ~ l . _ ~ _ ``t r `V- M' I! f .a ,v. n> ,FI .v _ - 1l 4`,~, i~ ~ ~~,,y~y~~ ~ SEEQING DATES.
. . r , . r , .t.: ~a.. r Y \ -1 ""cF -h.i 1 1. 1•` ~ 1`r1 r e - - ,;~t~ , ~ ~ ~ ~ ' March 1 -June 1
c ~ 1 I~1 .~i~., 1~,_ v , . , . , , I > ~ ~ . ` l l M.~~,. •....4r.' ";r vIF- 1 v „ 1.vr1 h~ t" .-iA 1 max,"-r - _ , I~ ~ n, ? _r w .r„ , Ia` 1 `'b I ,`~i~.. is h~l~ ? .v, U_ • . ~ \t ,v ~r i ~ •V ` ..'I . , rv, M.IY` A ""fit .t h' 7,. , , , / .v r„Lr ;r,, 11, ~ ,v1 a,r -'r r~. r, Ir-{s Ir. in"•s, vIr.vh,,vl,llv:1~. 11+,) - SR , ,i
185- , , . , _ I 1 v ~'re. I v ,1! ,v ,.v 1~ ~.v 5. ,1 ..v'~rv ,•L - 1l `a. _ „ ~ ` ~ ` , . ~ 1. I 1. Ir , ,~,.,I , 0 0. v'~,v°„~' ` -n, ~ I ;`I- ` I , ~ t l v~,e. c . ~ 11 v < ~ '~`Z . ' _ .r .1 I ~-r.`: h•~,\../~ r:~'r\4-:`I .`I ,~a 1,Sr. \ / jr` , .rt•`i . A. _ , .,r I,, v. ti \.,1 4 .'..,A.r1 l.~r: ';'"'!_II^r... '..ilF t)-,T~'.Il :.•1• ~yl. `v 1 1} ~"ivv II J: V F. 1 i ~r4 .v. 4 n ~ _tl .L , c ~ . ~ - "rt I'- a ^r~ I ,v ,v v v 1 ..r v . 1`w v 11 ` ~ ~ SOIL AMENOMENT5 , ;
n~, , . „ , ~ ~ ~ ' .0 SRM 11- _ I'I' II.,-,J .,Ir rr„c v`1~ .,.,v,v°L,,,,>`, 4,1 _s\..r ,r. , Via. ~ r "`.c , av, ~ :;1 I~,'1.L,,,,o'~ ,1v. ~<;r`:!,v < v _ yl i,,. l.. , A , _ •.,,,>1 ~ ..I•, r rr.r irs;'r- 11- i,-~ t ,.,,ih,~ ti, ~ .v _,a U -r . O ' ~ r , , •c ~1.F:- i, r f Y. \ 1 \ l _ -t , ,"r. .,l ~ ~ `1 \.'~'U.,, • ll I~ ! ` ~ N Fallow recommendations of soil tests or apply 2,000 Iblacre ground agricultural limestone and 75U iblacre : , ~ 10-10-10 fertilizer,
S ' „ _ \.1 %\.-,V K . I ! I I ,`~,,'`ht: I\ 11` WSJ ,1. , - ?.<y ~ , ~ , , , , 1 : ? r SIB ~ , ~ ~ ~ f 33 . ,~:~I,J! , r . 11. Iv.. 'tw v- 7 ir- ih, Ir-- U ,1r, v.J ~ S i \,y f. A. \y _ ~ , , r ~ ~6
~ ~r, , . , ,I ~ ~r ,i,. Via, f., r<'\~ :?c' ! x loll.: ~ h....,.. J ~ • \ ' v , , t 1 1 \.1\, t•,.'r ra~Ir~_ Ir_~ - ar- ,1....r,\I h vl I ~.\i \,t,r~.i\ 1 t _ ~ y ` ~ Mu~cH _
, x~ _ r ~ w.,,llV..vl ~ v ,A a.V,v, A.,;,A•~1 n1 r.. ,?,r,l ST. L.~ ; ~ li 11 ',~~r 0... y Iv, , ~ - i F Apply 4,000 Ib/acre straw, Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool A disk with blades set nearly straight can be used as a mulch anchoring tool
\ r ~ . r \i ,h`h., > .1 _ r ~r , r If !:\Il,t>n 4:\i' i l _ • { ^4 - Ir.. I„ 1r:\'r :.~lrr- ! v\,. \ _ \`~.-r, - .a ;f ::1
r .r Jam., v~ -r i =d„^I~.1 I\ J '?'A' r , ' , i• ! \ A~, t! \ ~'\:\.t -:.1 ,-dom. 1`' \ 1" \ ; y..,. MAINTENANCE
1. 7 _ _ SEED! ~ < , r /'.I,- ..o, I ER~IANENT. , r 1; I/ r, y _ , _ Refertilize if growth is not fully adequate, Reseed, refertilize and Mulch immediately following etnsion or , ` CLIENfi . - , / other damage. Mow yearly if woody vegetation is undesired,
, , _ [ ~ CK ` LQP~E 1~~ r ~ _ E D BA ~ , r 1 °`z . yr-~~-1r . ",r...a ~ Ir;~r ,r;,,l .r r , M~s,,,=;:~_ . ~1 ,•.,I r \ _ _ ..i , v r.~l vI,~?1'S :^_"~r.: I .v v, I,v a v v ,g v - 'i„ t b2^I w r ~ , RpCKINGHAM COUNTY y. RESOURCE
. ~I! X SE 1 ry~u_',y Aht f( 61 I! ~i=,V ~ r- ~i rV'S Irv I ' ~;y,1nr - < 1 , ~ , ~ ED .IXTURE , D ~ ~ URLAND ~IEADflYV ~ , ,1 ~ , , , , ,1 ~,,..}..,a,.•,•. _ / . , = 1 ~t .''~.'.f ! r ~ ~-'r. \ \ I\~ fl 1 e1 rt1 1 II 1l,~' l 1l \C,P1} \ l ~ A"~ , . 0 .71~. - o dS' I.. I!-,. I/~.. I J- IJ.~.,,. \ \ , 1 ,a - / \-z. ,1: . k~~\ , /f.
,.60,'00 , I!, .r, , ~ , ~,,`_>s, r\'~,, , . - ,1.~~ , _ , ~ Ir- ~ ' \ ~,`1 s\ \ r~,.~1.1 ~,h.:`I,,, I,~., i, ,I,.,A. I, x\•~.,t',~ i } , K\ "_r\'^ i,.Yf t~`i ~ ~ _ `^,~`.:,'4, ''ti ~ ~ Ir I! I~\Il:ir,\Q . 4., ,Zy\._r'~t., 4,a .y 4 _r. ' Contact Emst Seed,1-800-873-3321, www.emstseed,com, for wed supply,: BOX 205 r` WENTWORTH, NC 27320
r. , t. ~ \ ~.-t\`-x,~5,'..l \ i~-r 5..'~.'^J, f I FA.-1 ~ A t \ I l ~ / . ! I • W \ II 11 ~ , ti . ' ~ ii ,\r, _ it= ' I ,-''Ir: ,\Ir+ 1~-~~~\I/ \ 1 :_S,?'\ri i=i ` _ _ , ~ \ ilcak ! W\ ,,c \ \''w t._,\ r.~a - x f-,.I!~. I't W ` `J [phone]
, xt. l • ~ s. `O. `4 i I, i\. J\ .\e I, t~ I,1~ \ y \ ~l ~%",I ~ ~ _ t L _x,` ~ t,~..! , ti, ~ ~ v4rr Ir-~,` IC r- IT= ir,~.,a~l~ :r-v!t 11 >"•rfi~,, r ~ ~yv! ~ • „I \ „a. ~'o, r I ~ 1 , I , , Ig C 2 s~~, < , J I• I . 1 yy 1 ~
v,, A; '^a "a sl' ..I,,a ,~I,.I~ i,`4a, v .v v~.~ ~ ~l~ -:v , 1.,.v,. ;.`'i,r r` `r_ I! r Ir !„u Irvt ,v;,ZItt~ ~ rim v~ .r ~ a, ~•y . . , \ t, } v-"~I a u-' I ! `Vi , ~ \ t , ti« v~ ~ \ yr 1 !1 i v Vin, ,v x•7 i, A r ~r I 5\
r y' C~ , _ ~ 54 1\ I<, v \I"r[ v,\~_j,~.,Irk a :In \ ~ / ~ ~ , ~ ,`V ,`'V ;,l r• ~ t.+r v r c kv .1 r - ~ I I, ,.I , ~r.. ts-~ _ ~ y ~
r , \ _ I _ ~ 17 yll-V°ir1 v!Iq I!\ >,.S 11iA i r~ V 7 i
• _ v , , I I I`r h U .I_ i x .1 e v, ~ ~ ,f. ~ `w, ~ ~`4 ~ I IJ- U d,! V I! Ir. t u. , ~ i:, 1 A - , ~ a.~ l PRAWN:
a .y ' 1 ~ ~ , - - V ? v } ~ _ ~v, w ~ \ ~ 1, yr_r1 rR.'t lev I. ~v~J,` I v ~ , / HATE: 12/15/09
~ \ \ _ v ti 1 I J 4 ~il , ~ ~ 7 t ' ~w \ dry ''~'sb ~ V ~ ' / ~ '6s. vhy~l/ ~L \ }I I[ 1 i/ i \ _ .y ti _ ~1\.-~1Z , , Iry , . ..7 1 ~ ,
'~I A ~ ,,y i "a. ~ O '`v t a ti 1 t.. ` .`ter '~1 i~ ~ 11 r I. ~ vI ~ a: r _.I .v,, " .,Y ~,4 I i q'~ `l+ 'x °l a 1W .4~~ \I l1 ~ 4\i~ \3, \ ~r\ ~ ; 1\. 1 , l I r\ I 1 i 2 !,''y.,, y. - ~ 'a \ ~ - ~.I~. ,.`1, `411. \ 1 r,\i ~ r q ~ , REVISIONS: s
\ Il-~J~ i[,\ r,\ ,.\r. it \ r~''pl`\ !1` 1 - , / ` r5 a , ii A v \ 4 ~~h ~ E,, 1v r_v r t U 1
- \ ~ ~ ~ v v C \ A.11 ~ vt1,v v.l1,~ ?~dV a, vr1 A r1 ` v\ ~ \ - •
\1 r,, ~ ~ Y ~ y\. \''i ~ 'i ' ~ ~ t~ ~V^ 1 .1, 1 1 tl 1 ~ A a Z s \ , , ti 1 'q ~4 v'h .v~ 1 \ ~ ~Pr <F ;e uv v r V >`,y_ 1 , PLANT -
, _
~'f ~ t ~ ~ t ~ ~ L }a L1v~f i v v ' I CODE COUNT COMMON NAME BOTANICAL NAME CALIPER HEIGHT SPREAD SPACING COMMENTS ! 18" o c. Container, Purple Flowers g Fuii Full ' ` BFI 640 BlueFia Iris Inswrgmica _
Q. • VI \ V r / 7 - , ~ , .1 V \ \ • • ~ ~ Fop Full 18" o.c. Coniainer, Pink Flowers - JPW 48D JoePyeweed Eupatoriadelphusfistukrsus: A_ o.c
1 W i 1 ; 0 • ' - Pontedena cordate Full Full 24" Container, Purple Flowers % t PW 675 Pickerelweed ' ~ I~zglabra'Shamrodc' ' 18"Min.- 18-24" 3'o.c: Container JOB, N0: 09-154
'3 II. i ~ ~ \ ~ e ~ ~ 11 ~ ~ ~ a ~ V `''>t . ' SIB 176 'Shamrock' Inkberry _ Fuii Full 18" o.c. Container, Pink Flowers - , ! SMw 675 Swamp Milkweed Asclepias incamata Full Full 18" o.c: Container SHEET TITLE:
SR 805 Soft _ Full Full 24" o.c. Container, Scailet Flowers
~,r i y I a ~ v ~ r ® ~ l , ~ t\ ;i ~ C~ Juncos effusus ' SRM 460 Scarlet Rose Mallow Hibiscus coccineus ~TO ~ t m 1 / ~
ti W `~1 ~`V 1 0 M ! ~ v I ! ~ ~ 1 ~ ' i ~ t ' t~YA~ IJ~~
'k t 'v 't \ ~ l W f (`~-1 1 PONQ
, i \ , ~ , > ' ~I ~'4 ~ ~ ~ PLANTING
/ 1 f~ 1 ~ t ~ t ~ >t ~ ' M ~ t `t ,l , 1 , 1
, , l . ~ ~ ~ - ~ ~ , ~ ~ , PLAN
r ' - t 1 + . 1 1 ; : r,r ` ~ 1 t 1 . S 1
~ i , ! rr~~ fi I ? i ~ 3 ! I , r I,'r SCALE: 1 =3O
F ~ 1 ~ i i '1 ~ 4 r' ~ i S - ~ _ , v/ i , y, / r ~ 1 ~ § t i 1 ~ s i
~ { _ t % I ~ 1 < ~ ~ - c j~yy~~~~ a , , i j t 1 1 ` I 4 i i r ~ ~ ; , ~ , f "~+1t Forth ~~i SHEETNO.:
in 1
Js
t a o r v SCALE: 1" 30' smp~~
.i y 30/ 0
w IVA STIMMEL ASSOCIATES, P.A.
i
vd ) r