20040569 Ver 1_COMPLETE FILE_20040408

Dui. c-f - - a5(9
Ms. Cynthia Van der Wiele
NCDENR-Wetlands/401 Unit
2321 Crabtree Blvd.
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Subject:
DWQ Project No. 04-0569
Wake County
Scot's Laurel Subdivision
Dear Ms. Van der Wiele:
WETLANDS/ 401 GROUP
JUL 3 0 2004
WATER QUALITY SECTION
Attached is information related to the Stormwater Management Plan. Included are 2
copies of the revised Narrative, revised details of the bypass structures, and
supplemental information for each pocket wetland.
Please call me if you have any questions or concerns.
Sincerely,
ARCADIS G&M of North Carolina, Inc.
L, en< ?*-
David L. Smith, P.E.
Project Engineer
ARCADIS G&M of North
Carolina, Inc.
801 Corporate Center Drive
Suite 300
Raleigh,
North Carolina 27607-5073
Tel [phone]
Fax [phone]
www.arcadis-us.com
LAND RESOURCES
Date:
30 July 2004
Contact:
David Smith
Extension:
297
E-mail:
[e-mail]
Our ref:
NC403013.0001
Copies:
Project File
a,J, "- oS6 9

Scot's Laurel
WETLANDS/ 401 GROUP
JUL 3 0 2004
WATER QUALITY SECTION

S'- n. ' 404"
D44
?Y`J5?`dY
Ln y r_?
Single Family and Town Homes
Development
Holly Springs, NC
Stormwater Management
June 11, 2004
Revised July 30, 2004
Scot's Laurel
Single Family and Town Homes
Development
Stormwater Management
Prepared for.
Lennar Homes
Prepared by:
ARCADIS G&M of North Carolina, Inc.
801 Corporate Center Drive
Suite 300
Raleigh
North Carolina 27607
Tel [phone]
Fax [phone]
Our Ref.:
NC403013.000
Date:
June 11, 2004
This document is intended only for the use
of the individual or entity for which it was
prepared and may contain information that
is privileged, confidential, and exempt from
disclosure under applicable law. Any
dissemination, distribution, or copying of
this document is strictly prohibited.
Table of Contents
1. Narrative 1-1
1.1 Purpose 1-1
1.2 Scope 1-1
1.3 Computations 1-1
1.3.1 Runoff 1-1
1.3.2 Pocket Wetland Routing Methodology 1-2
1.3.3 Discharge Bypass/ Level Spreader Design 1-2
1.4 Stormwater Pocket Wetland Criteria 1-12
1.4 Summary 1-4
Appendices
Appendix A Calculations
g:Vnr1403013Vnr\stormwater\rev-6_21_04\stormnarr-scorn laurel.doc
Scot's Laurel
Stormwater Management
1. Narrative
1.1 Purpose
The purpose of the stormwater management plan is to provide Best Management
Practice (BMP) devices to offset the necessary wetland and buffer impacts proposed by
this project. This plan proposes to develop four stormwater pocket wetland areas, to
provide treatment for the first inch of rainfall.
1.2 Scope
The proposed project will develop approximately 144 townhome and single family
homes on a 35.4 acre site in Holly Springs, North Carolina. The overall site will be
approximately 30% impervious. Due to proposed impacts to wetland areas and a
minor buffer impact, the project is required to provide stormwater management BMP's
to treat the runoff from the first inch of rainfall.
The runoff for the site will be collected in the storm drainage system and conveyed to
four proposed stormwater pocket wetlands. These devices are designed to detain the
one inch rainfall and discharge it over a period 2-5 days. This discharge from the
ponds will be routed through a level spreader, prior to discharge through a vegetated
buffer, where applicable. Preserved (undeveloped) areas are provided along the
western side of the site. These areas will not be developed and are excluded from the
BMP devices.
Certain off-site areas that currently drain through the site will be routed through the
proposed stormwater ponds. These areas (approximately 6.7 acres) will be developed
by others in the future. The stormwater devices for Scot's Laurel that are affected by
this drainage have been increased in size to provide additional water quality treatment
for these off-site areas.
1.3 Computations
1.3.1 Runoff
The runoff volume for the 1 inch rainfall are computed using the formulas provided in
the NCDWQ Stormwater manual. This volume is computed using the proposed
impervious area and total acreage for the drainage area. This runoff is the volume to be
discharged over the 2-5 day period
g:Vnr\403013Vnr\stormwaterlrev-6 21_04\stormnarr-scot'slaurel.doc 1-1
Scot's Laurel
Stormwater Management
1.3.2 Pocket Wetland Routing Methodology
The post-development runoff hydrograph was computed using small watershed
hydrograph formation methodology, developed by H. Rooney Malcolm, P.E., Ph.D.,
of North Carolina State University. Eighty percent of the 6-hour, 1-year hydrograph
is assumed to represent the inflow hydrograph. This produces more runoff than was
computed using the runoff computation methods, discussed above. Examination of
the routing spreadsheet confirms that this hydrograph produces a greater volume of
runoff and therefore produces a conservative design. requires more storage than
overstates the required storage, and is conservative.
Analyses of the stage/storage/discharge relationship for the stormwater management
pond's were performed using modified storage-indication routing methodology
developed by Dr. Malcolm. This methodology develops a stage-storage function to
describe the geometry of the basin. The relationship between the inflow hydrograph,
storage volume, and outflow rate was analyzed for a variety of basin and outlet
configurations. A suitable design was developed to conform to site constraints, while
providing the required storage and discharge of the one inch of rainfall(see the attached
stormwater pond calculations).
1.3.3 Discharge Bypass/ Level Spreader Design
The discharges from the pocket wetlands are routed thru a level spreader to provide
diffuse flow prior to the entering the buffer. We propose the use of bypass structures to
limit the discharge to the level spreaders to their maximum capacities while allowing
for larger flows to discharge via overflow weirs. The bypass structures have been
design for ease of maintenance and repair. The overflow weir has been set above the
weir to the level spreaders to maximize the treatment of smaller storms and the
treatment of the drawdown flows. Weir calculations and details are attached.
1.4 Stormwater Pocket Wetland Criteria
The following are'requirements for pocket wetlands, as specified in the NCDWQ BMP
Manual.
1) Surface Area/Drainage Area Ratio must be >0.75% for areas that are <70%
imp.
Ponds 1-4 have SA/DA ratios of between.75% and 1.23% for the permanent
pool elevation
g:Vnrk103013Unr%stormwaterkev-6_21_04\stormnarr-scors laurel.doc 1-2
Scot's Laurel
Stormwater Management
Ponds 1-4 have SA/DA ratios for the temporary pool of between 1.5% and
2.95%.
2) Capture the runoff from the 1 inch storm and discharge over 2-5 days.
Ponds 1-4 discharge the runoff from the 1 inch storm over a 2-5 day period.
3) Average depth of < 2 feet
The ponds have an maximum depth of between 1.0 and 2.0 feet. The
approximate average depth is 0.6 feet.
4)Pond depth distribution should include areas for Open Water, Low Marsh, and
High Marsh.
The ponds are graded to provide a permanent pool, and low and high marsh areas.
5) Cleanout access must be provided.
Each pond has an access route with easement.
6) There should be a drain to completely drain the basin.
The owner will be able to pump out the permanent pool, if necessary for maintenance.
7) Provide additional peak flow control, if required.
Holly Springs does not require peak flow reduction for this site, however these ponds
provide peak flow reduction in the 1, 2, 10-year storms.
8) Provide a vegetation/planting plan. Provide source of materials.
The pocket wetland will be planted with switch grass(panicum vergatum) in the high-
marsh/overbank area and soft rushouncus effesus) in the low marsh area.
These plants are available regionally.
g:Vnrk03013Vnr%stormwateArev-6_21_04\stormnarr-scots laurel.doc 1-3
Scot's Laurel
Stormwater Management
9) Stabilize wetland within 14 days of construction. If used for Erosion Control,
clean out and stabilize within 14 days of construction completion. Protect inlet
and outlet channels from erosion.
The pocket wetland areas will be used for erosion control during construction. Upon
stabilization of the upstream drainage area, the ponds will be cleaned out and graded to
the final elevation. A mix of topsoil/mulcb/loose soil will be used to fine grade the
bottom. The planting and slope stabilization will be performed within 14 days of the
fine grading. All areas will be stabilized in accordance with applicable erosion control
standards.
1.5 Summary
The requirements for treating the discharge from one inch of rainfall for the developed
portion of the site will be satisfied by the installation of the stormwater pocket wetlands
and other BNT's. In addition to providing treatment and peak discharge reduction for
the site, these devices will also provide treatment for the off-site drainage
(approximately 6.7 acres) that flow through the site.
g.Vnr\403013Unr\stormwater\rev-6_21_04\stormnarr-scoVs laurel.doc 1-4
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WETLANDS / 401 GROUP
LJG4 2 JUL 3 0 2004
WATER Q UA L I Ty SEC TION
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VOLUME-AREA.xls
STORMWATER POCKET WETLAND SUMMARY
KEY WETLAND NUMBER 1 2 3 4
1 ELEVATION OF NORMAL POOL 411.00 393.60 386.50 395
2 SURFACE AREA OF NORMAL POOL SQ. FT 1055 2727 3762 5389
3 ELEVATION OF BASE OF RISER 408.50 392.00 385.00 392.00
4 ELEVATION OF DRAWDOWN 411.00 393.60 386.50 395.00
5 NUMBER DIA OF DRAWDOWN PIPE (1) 3/4" (1) 3/4" (1) 3/4' (1) 3/4"
6 ELEVATION OF LOW WEIR N/A N/A 389.50 398.00
7 LENGTH OF LOW WEIR N/A N/A 1.0' 2.0'
8 ELEVATION OF WEIR 414.20 397.00 390.00 399.20
9 RISER DIMENSIONS 4'X4' 4'X4' 4'X4' 49X4'
10 DIA MATERIAL OF OUTLET PIPE 18' CMP 30' CMP 30" CMP 30" CMP
11 ELEVATION OF PIPE OUTLET 408.00 391.00 384.00 389.50
12 LENGTH OF PIPE OUTLET 40' 55' 70' 70'
13 ELEVATION OF TOP OF DAM 416.00 398.50 392.00 402.00
14 ELEVATION OF EMERGENCY SPILLWAY 414.40 397.50 390.50 399.50
15 LENGTH OF EMERGENCY SPILLWAY 8' 8 8' 16'
16 NUMBER OF ANTI-SEEP COLLARS 2 2 2 2
17 SIZE OF ANTI-SEEP COLLARS 4'X4' 5'X5' 5'X5' 5'X5'
18 MIN. SPACING OF ANTI-SEEP COLLARS 18' 18' 18' 18'
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AGM Form 30 12-01 0
WETLANDS 1401 GROUP
DWQ Project No. 04 -05 Cog JUL 3 0 2004
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET*) WETLAND IIWALITY SECTION
1. PROJECT INFORMATION (please complete the following information):
Project Name: SGoT `s UNJ-ye_L-
Contact Person: D??? snn. cbl Phone Number: (.919) SSA - q 812
For projects with multiple basins, specify which basin this worksheet applies to: l.)?-_ -( rte a \
Permanent Pool Elevation 4 0\ . o ft.
Temporary Pool Elevation 4 04.2 ft.
Permanent Pool Surface Area I b 55 sq. ft.
Drainage Area 3.22 ac.
Impervious Area 1."14 ac.
Forebay Surface Area r`, IA, sq. ft.
Marsh 0"-9" Surface Area -?iE ---G-b-5- sq. ft.
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
(water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(at permanent pool elevation approximately 15%)*
(at permanent pool elevation approximately 35%)*
Marsh 9"-18" Surface Areat -- sq. ft. (at permanent pool elevation approximately 351/o)*
Micro Pool Surface Area, -- r .?- sq. ft. (at permanent pool elevation approximately 15%)*
Temporary Pool Volume Co,2,. © 3 cu. ft. (volume detained on top of the permanent pool)
SAIDA used 0:16 (surface area to drainage area rafio)*
Diameter of Orifice 0."15 in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
The temporary pool controls runoff from the 1 inch rain.
)p 1A Vegetation above the permanent pool elevation is specified.
All X The temporary pool draws down in 2 to 5 days.
'At A Sediment storage is provided in the permanent pool.
AIR A site specific, signed and notarized operation and maintenance agreement is provided.
AAX w«?
* LoLAAR- RR -tioJ or- PooL_ F,?
The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
? An emergency drain is provided to drain the basin.
A sediment disposal area is provided.
Access is provided for maintenance.
The drainage area (including any offsite area) is delineated on a site plan.
Access is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
http:/lh2o.ehnr.state.nc.us/ncwefiandsloandm.doc).
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999.10% open water, 50% high marsh, 40%1
ow marsh.
C} . ?Z:4iC ?v?. a?3 iz f?F?ctGi.? c viz Tt_A?.?t]
DWQ Project No. 04-015(99
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (n ETLAND ?IORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : _ "sr_q -r s L/-" i IzI& L-..
Contact Person: J?AV k D SM t -r1-1 Phone Number: (919) t Z
For projects with multiple basins, specify which basin this worksheet applies to: U C-_Tt_?a ";--s #, 7
Permanent Pool Elevation _?6t3. CvO ft.
Temporary Pool Elevation 3,11.0 0 ft.
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
Permanent Pool Surface Area 2-12"1 sq. ft.
Drainage Area $,05 ac.
Impervious Area 4. t-I ac.
Forebay Surface Area sq. ft.
Marsh 07-9" Surface Area ?4,-.9t- -14&- sq. ft.
Marsh 9"-18" Surface Area ,- Z 4-4& sq. ft.
Micro Pool Surface Area =}Sa- sq. ft.
(water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(at permanent pool elevation approximately 15%)*
(at permanent pool elevation approximately 35%)*
(at permanent pool elevation approximately 35%)*
(at permanent pool elevation approximately 15%)*
Temporary Pool Volume t, ) ag`l cu. ft. (volume detained on top of the permanent pool)
SA/DA used 0,-12, (surface area to drainage area ratio)*
Diameter of Orifice -3/4- in. (draw down orifice diameter)
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
A licant Initials
The temporary pool controls runoff from the 1 inch rain.
401 The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
'Pla If ( An emergency drain is provided to drain the basin.
The temporary pool draws down in 2 to 5 days.
'A?Y 1.4 Sediment storage is provided in the permanent pool.
ICY'Al A sediment disposal area is provided.
Access is provided for maintenance.
A site specific, signed and notarized operation and maintenance agreement is provided.
2 The drainage area (including any offsite area) is delineated on a site plan.
Access is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
http://h2o.ehnr.state.nc.us/ncwetlands/0andm.doc).
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999.10% open water, 50% high marsh, 40% low marsh.
*I -' ?DA:PDcJ OF POOH- t..?,c..c.- r34- P "R60 0J7-
2 - D?-P.t ,,jAA_ AZ j,4- a? A P 4--r-rA-c-4 1-7
S! -+ f!;r0,Cr{i,J &A CGS. PAZ- t3,ZerJL41_00<..>.-J FOX t?oc?trcar- c.Qkri.aaDS
DWQ Project No.
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION( nd POCKET*) WETLAND ORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : Sco -r' -D L-,4 j ?-c-c.
Contact Person: DAVID yen,'Tla Phone Number. (919) a5? - 981,7,
For projects with multiple basins, specify which basin this worksheet applies to: W*--rL-N r4 o t*
Permanent Pool Elevation -62)(R-6 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 3 2>9 . ra ft. (elevation of the outlet structure invert in)

Permanent Pool Surface Area 3'1(02 sq. ft. (water surface area at permanent pool elevation)
Drainage Area -1.0 3 ac. (on-site and off-site drainage to the basin)
Impervious Area S - M ac. (on-site and off-site drainage to the basin)
Forebay Surface Area ti11A sq. ft. (at permanent pool elevation approximately 150/6)*
Marsh W-9" Surface Area ?Q A- -k=H-5-9- sq. ft. (at permanent pool elevation approximately 350/6)*
Marsh 9"-18" Surface Area a+ ?? -1}-4-e--- sq. ft. (at permanent pool elevation approximately 350/6)*
Micro Pool Surface Area )?-X* -}et-o- sq. ft. (at permanent pool elevation approximately 15%)*
Temporary Pool Volume to, tl (o cu. ft. (volume detained on top of the permanent pool)

SA/DA used l - 23 (surface area to drainage area ratio)*
Diameter of Orifice 3 /4- in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
A licants Initials
The temporary pool controls runoff from the 1 inch rain.
The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
t An emergency drain is provided to drain the basin.
The temporary pool draws down in 2 to 5 days.
Sediment storage is provided in the permanent pool.
A sediment disposal area is provided.
Access is provided for maintenance.
A site specific, signed and notarized operation and maintenance agreement is provided.
The drainage area (including any offsite area) is delineated on a site plan.
Access is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
hftp://h2o.ehnr.state.ne.us/ncwefands/0andm.doc).
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999.10% open water, 50% high marsh, 40% low marsh.
P0,z:-,1orJ or- 0QR9c^ w r C,c. Fr PUMPrr> 0,17-
D Z- A?lr<<•1 FLtrrL A?? MA-P t5 1ETT/4csft>?
DWQ Project No. 04 ` C?) 6 (v9
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION nd POCKET*) WETLAN WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : tc?0-'5 LA'j iZU-
Contact Person: " >NV to Srw 1-`rLA Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to: LJ
Permanent Pool Elevation -39,3.0 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 3Gt S. O ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area S399 sq. ft. (water surface area at permanent pool elevation)
Drainage Area 14-1-15 ac. (on-site and off-site drainage to the basin)
Impervious Area .9 -I ac. (on-site and off-site drainage to the basin)
Forebay Surface Area to A _ sq. ft. (at permanent pool elevation approximately 151/o)*
Marsh 0"-9" Surface Area 6** _ sq. ft. (at permanent pool elevation approximately 35%)*
Marsh 9"-18" Surface Area y t? sq. ft. (at permanent pool elevation approximately 35%)*
Micro Pool Surface Area 2:0= sq. ft. (at permanent pool elevation approximately 15%)*
Temporary Pool Volume Zo , O `M cu. ft. (volume detained on top of the permanent pool)
SA/DA used 0.83 (surface area to drainage area ratio)*
Diameter of Orifice 1? . -15 in. (draw down orifice diameter)
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
A lican Initials
The temporary pool controls runoff from the 1 inch rain.
The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
t An emergency drain is provided to drain the basin.
The temporary pool draws down in 2 to 5 days.
Sediment storage is provided in the permanent pool.
A sediment disposal area is provided.
Access is provided for maintenance.
A site specific, signed and notarized operation and maintenance agreement is provided.
Z The drainage area (including any offsite area) is delineated on a site plan.
1A A A- Access is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
?QA A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
http://h2o.ehnr.state.nc.us/ncwetlands/0andm.doc).
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999.10% open water, 50% high marsh, 40% low marsh.
Lo?Etz ?oz.Tiaa oC- POOH- Oic PJ0 Pfr4> oJ_r_
*Z AX,;,a MA-. PVTTrK-"D
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WG4- 04- 056q
SCOT'S LAUREL SUBDIVISION
HOLLY SPRINGS, NORTH CAROLINA
STORMWATER POCKET WETLAND OPERATION AND MAINTENANCE AGREEMENT
The wetland detention basin system is defined as the wetland detention basin, forebays, level spreader, and
vegetated filter, if provided.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wetland detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wetland detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wetland detention basin or stream, etc.).
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 sediments.
If the elevation of the marsh areas exceed the permanent pool elevation, the sediment should be
removed to design levels. This shall be performed by removing the upper 6 inches of soil and stockpiling
it. Then the marsh area shall be excavated six inches below design elevations. Afterwards the stockpiled
soil should be spread over the marsh surface. The soil should not be stockpiled for more than two weeks.
5. Wetland planting densities in the marsh areas should be maintained by replanting bare areas as needed.
Wetland plants should be encouraged to grow in the marsh areas.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wetland detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
WETLANDS/ 401 GROUP
JUL 2 0 2004
Page 1 of 2 WATER QU&.! Ty b;...
? ?a'`'
L_ Tl
>10.
SCOT'S LAUREL SUBDIVISION
HOLLY SPRINGS, NORTH CAROLINA
acknowledge and agree by my signature below that I am responsible for the performance of the eight
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.
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 T Ir-C??'? -,a Notary Public for the State of ,
County of , do hereby certify thI'at,,?-r? 1c ? `UCH ?CrTU 1
personally appeared before me this ? day of y , 214, and acknowledge the due
execution of the forgoing wetland detention basin maintenance requirements. Witness my hand and official
seal,
?v NOTARY
PUBLIC
SEAT C? Cam' f----
My commission expires
Page 2 of 2
Print name: &*(&rW. /,!//1;722r6/
Title: /!9/4^44; ' /.,goo Address: /,. e/ .crG1c?rRsGds yA7z fagg: - sZe,&? ?3e/ A4WZ 1 Ale, -A 76107
WETLANDS / 401 GROUP
Ms. Cindi Karoly
NCDENR-Wetlands/401 Unit
2321 Crabtree Blvd.
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
JUL 2 0 2004
WATER QUALITY SECTION
Subject:
DWQ Project No. 04-0569
Wake County
Scot's Laurel Subdivision
Dear Ms. Karoly:
ARCADIS is pleased to submit 2 copies of plans and calculations for Stormwater
Management for Scot's Laurel Subdivision as a condition of the 401 Water Quality
Certification. Also attached are the original and a copy of the signed Operation and
Maintenance Agreement.
Please call me if you have any questions or concerns.
Sincerely,
ARCADIS G&M of North Carolina, Inc.

David L. Smith, P.E.
Project Engineer
ARCADIS G&M of North
Carolina, Inc.
801 Corporate Center Drive
Suite 300
Raleigh,
North Carolina 27607-5073
Tel [phone]
Fax [phone]
www.arcadis-us.com
LAND RESOURCES
Date:
20 July 2004
Contact:
David Smith
Extension:
297
E-mail:
[e-mail]
Our ref:
NC403013.0001
Copies:
Project File
SENDING CONFIRMATION
DATE AUG-3-2004 TUE 09:27
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 2/2
START TIME : AUG-03 0926
ELAPSED TIME : 00'50"
MODE : G3
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
A?M
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor Willam G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
Weilands/401 Certification Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone [phone]
Fax [phone]
Fax To: _ BanpW K,nQ Fax #; Company: /?? 5 Date- 2- AUA . 04
Number of pages including cover sheet-: 2-
Notes or special instructions:
pY01/ (u/ I " .(.i? (?!J .e[Q/iirP.? ?uQ /KP? /7Z8'//rclii!•C ?i
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
July 30, 2004
Mr. Bruce Whitten
Lennar Homes
1201 Edwards Mill Road, Suite 301
Raleigh, NC 27607
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
Wake County
DWQ Project # 04-0596
Subject Property: Scot's Laurel, Kildaire Farm Road, Holly Springs, NC
APPROVAL of Stormwater Management Plans
Dear Mr. Whitten:
Staff of the Division of Water Quality have reviewed the stormwater management plan submitted by your
engineer (David L. Smith, P.E., Arcadis) dated July 11, 2004, with additional information dated July 26 and
July 30, 2004. This plan satisfies Condition 1 of the 401 Water Quality Certification issued to you on May
27, 2004. As stated in that Certification, this stormwater management facility must be constructed and
operational and the stormwater management plan implemented. All other conditions of the Certification are
still applicable and must be followed.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-9646 or Cynthia
Van Der Wiele at 919.715-3473.
TNC R. Dorney
WQ,Manager
JRD/cvdw
Cc: USACE Asheville Regulatory Field Office
DWQ Mooresville Regional Office
File Copy
Central Files
David Smith, Arcadis, 801 Corporate Center Dr., Suite 300, Raleigh, NC 27607-5073
File: 04-0596 Stormwater
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650.
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] Internet: http://h2o.enr.state.nc.us/ncwetiands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
NorthCarohna
Awmally
A-a
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
Wetlands/401 Certification Unit
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: i Fax #:
Company: Av-c,? 5 Date:
Number of pages including cover sheet:
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htrn://h2o.enr.state.nc.us/ncwetlands)
An Equal Opportunity/AffirmatNe Action Employer - 50% Recycled/10% Post Consumer Paper
NorthCarolina
Natzmally
Notes or special instructions:

Q? WA7'4 Michael F. Easley, Governor
©? Q? William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
- Alan W. Klimek, P. E. Director
Division of Water Quality
C3 '<'
Coleen H. Sullins, Deputy Director
Division of Water Quality
May 27, 2004
Lennar Homes
Attn: Bruce Whitten
1201 Edwards Mill Road, Suite 301
Raleigh, NC 27607
DWQ Project No. 04-0569
Wake County
Page 1 of 3
Subject Property: Scot's Laurel, Kildaire Farm Road (SR1300), Holly Springs, NC
UT to Rock Branch [03-04-03, 27-43-15-4.5, C NSW]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse
River Buffer Protection Rules (15A NCAC 2B.0233) with ADDITIONAL CONDITIONS
Dear Mr. Whitten:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within
or otherwise impact 0.48 acres of wetlands, 50 feet of streams and 4,557 square feet (fe) of protected riparian
buffers for the purpose of constructing a residential community at the subject property, as described within
your application dated April 7, 2004 and received by the N.C. Division of Water Quality (DWQ) on April 8,
2004. After reviewing your application, we have decided that the impacts are covered by General Water
Quality Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use Nationwide Permit(s)
39 when issued by the US Army Corps of Engineers (USAGE). This letter shall also act as your approved
Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition,
you should obtain or otherwise comply with any other required federal, state or local permits before you go
ahead-with your project including (but not limited to) Erosion and Sediment Control and Non-discharge
regulations. Also, this approval will expire when the accompanying 404 permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland
or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
Conditions:
1. Written Stormwater Management Plan (Final Plan Needed) - An additional condition is that a final,
written stormwater management plan (including a signed and notarized Operation and Maintenance
Agreement) shall be approved in writing by this Office before the impacts specified in this Certification
occur per Condition No. 4 in GC No. 3402. The stormwater management plan must include plans and
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
n-i n inn 4 on f-k-.--% non inn nono ir-i ?.u...iiho........,a..a„ ....i..,......ai__....

Lennar Homes
Page 2 of 3
May 27, 2004
/ DWQ Project No. 04-0569
specifications for stormwater management facilities that are appropriate for surface waters classified as
Class C and designed to remove 85% TSS according to the most recent version of the NC DENR
Stormwater Best Management Practices Manual. These facilities must be designed to treat the runoff from
the entire project, unless otherwise explicitly approved by the Division of Water Quality. Also, before any
permanent building is occupied at the subject site, the facilities (as approved by this Office) shall be .
constructed and operational, and the stormwater management plan (as approved by this Office) shall be
implemented. The structural stormwater practices as approved by this Office as well as drainage patterns
must be maintained in perpetuity. No changes to the structural stormwater practices shall be made without
written authorization from the Division of Water Quality.
2. Erosion & Sediment Control Practices.- Erosion and sediment control practices must be in full compliance
with all specifications governing the proper design, installation and operation and maintenance of such
Best Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or
leased borrow pits associated with the project.
3. No Waste, Spoil, Solids, or Fill of Any Kind -No waste, spoil; solids, or fill of any kind shall occur in
wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Preconstruction
Notice Application. All construction activities, including the design, installation, operation, and
maintenance of sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters - Sediment and erosion control
measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of
sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the
natural grade restored within six months of the date that the Division of Land Resources has released the
project.
5. Certificate of Completion - Upon completion of all work approved within the 401 Water Quality
Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water
Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are
made conditions of the Federal 404 and/or coastal Area Management Act Permit. This Certification shall
expire upon expiration of the 404 or CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you
receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C.
27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
Lennar Homes / DWQ Project No. 04-0569
Page 3of3
May 27, 2004
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to
review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act
and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any
questions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Alan W. Klimek, P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC 3402
Cc: Randy King, ARCADIS, 801 Corporate Center Drive, Suite 300, Raleigh, NC 27607
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
DWQ # 040569
Date: May 27, 2004
bz
M
-_. 1 -1 -1 A... F?..r.wsmtinnii imnnct_l th.e_- --
155 Ue
'CD A ay - S(,
9
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTOIVffl G CM64INA28402-1890
IN REPLY REFER TO
Regulatory Division
Action ID No. 200420928
Mr. Bruce Whitten
Lennar Homes
1201 Edwards Mill Road, Suite 301
Raleigh, North Carolina 27607
Dear Mr. Whitten:
WET LANDS 1401 GROUP)
JUN 0 3 2004
WATic
1? QUALI TySECTIO
Reference is made to the application of April 12, 2004, submitted on your behalf by Mr.
Randy King of ARCADIS for Department of the Army (DA) authorization to impact 0.48 acre of
wetlands and 50 linear feet of intermittent stream channel subject to our regulatory authority
pursuant to Section 404 of the Clean Water Act, which regulates the discharge of dredged or fill
material and/or mechanized landclearing within waters of the United States, including wetlands.
The property consists of approximately 35 acres located on the west side of Kildaire Farm Road
(SR 1300), approximately 0.40 mile north of Holly Springs Road (SR 1152), adjacent to, and
above the headwaters of an unnamed tributary to Rocky Branch, within the Neuse River Basin,
north of Holly Springs, Wake County, North Carolina.
On February 6, 1990, the DA and the U.S. Environmental Protection Agency (EPA)
signed a memorandum of agreement (MOA) establishing procedures to determine the type and
level of mitigation necessary to comply with the Clean Water Act Section 404(b)(1) Guidelines.
This MOA provides for first, avoiding impacts to waters and wetlands through the selection of
the least damaging, practical alternative; second, taking appropriate and practical steps to reduce
impacts on waters and wetlands; and finally, compensating for any remaining unavoidable
impacts to the extent appropriate and practical. To enable us to process your application in full
compliance with this MOA, we request that you explore alternative development layouts.
Nationwide Permit General Condition 19 mandates that projects must be designed to
avoid and minimize adverse effects to waters of the United States to the maximum extent
practicable at the project site. Based upon the information submitted with your application, it
appears that proposed impacts to wetlands on the property could be reduced by modifying the site
design. Please indicate all that you have done, especially regarding the alternatives evaluated,
modification of plans, and proposed construction techniques, to avoid and minimize adverse
impacts (i.e., to reduce the discharge of fill material into waters of the United States as much as
MEMORANDUM
TO: John Dorney Regional Contact: Steve Mitchell
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Scot's Laurel
Project Number 04 0569
Recvd From APP
Received Date 4/8/04 Recvd By Region
Project Type development of Single family housing and
County Wake
County2
Region Raleigh
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet us
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
39 forested OO Y O N--F__ 0.4R F_ F__ F 50.00
NBR BuffersO Y _0N F_- I F__F__F- 0.10 F__ ?•F__
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y OW . Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: OQ Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Anri126,2004. Appears that there are no stream features represented on the maps.
IF so, OK to go.
cc: Regional Office
Central Office Page Number
Triage Check List
Date: 0'-A- 12 -©4 Project Name: 6cuVs
DWQ#: 04 - 05(A
County: L-Jc lce
To: ? ARO Mike Parker ` ? WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
RRO teve Mitchel
From: &,-b Telephone : (919) -433-1135-116
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps.
Minimization/avoidance issues
Buffer Rules ease ar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
Check drawings for accuracy
YIs the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
4
472 ARCADIS
Infrastructure, buildings, environment, communications
Transmittal Letter
To:
North Carolina Division of Water Quality
2321 Crabtree Boulevard
Raleigh, North Carolina 27604
ARCADIS G&M of North
Carolina, Inc.
801 Corporate Center Drive
Suite 300
Raleigh,
North Carolina 27607-5073
Tel [phone]
Fax [phone]
www.arcadis-us.com
LAND RESOURCES
From:
Randy King

COP Y

Copies:
U.S. Army Corps of Engineers
Lennar Homes
File
Date:
8 April 2004
Subject: ARCADIS Project No.:
Pre-Construction Notification Application - NC403013.0000
Scot's Laurel ,(i??° rte
We are sending you:
® Attached ? Under Separate Cover Via the Following Items:
? Shop Drawings ? Plans ? Specifications ? Change Order
? Prints ? Samples ? Copy of Letter ? Reports
® Other: PCN Application Form
Copies Date Drawing No. Rev. Description Action*
7 4/1/04 Pre-Construction Notification Application Form for Scot's Laurel FA

Action*
? A Approved
? AN Approved As Noted
? AS As Requested
? Other:
? CR Correct and Resubmit
? F File
® FA For Approval
? Resubmit Copies
? Return Copies
? Review and Comment
Mailing Method
? U.S. Postal Service 1" Class
? Certified/Registered Mail
? Other:
® Courier/Hand Delivery ? FedEx Priority Overnight ? FedEx 2-Day Delivery
? United Postal Service (UPS) ? FedEx Standard Overnight ? FedEx Economy
Comments: Please find enclosed 7 copies of the Pre-Construction Notification Application Form for the Scot's Laurel project,
with attachments. If you have any questions or need additional information, please call me at [phone], extension 278.
Thank you, Randy King
Page:
g:Vnr\403013\Inr\trans_dwq_01 apr04.doc 1 / 1
WETLANDS/ 401
APR 0 8 2004

Office Use Only: WMEN QUALIIY sE nom Form Version May 2002
USACE Action ID No. DWQk ;,
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project: 1 e r
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Lennar Homes
Mailing Address: 1201 Edwards Mill Road
Suite 301
Raleigh, NC 27607
Attention: Bruce Whitten
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Randy King
Company Affiliation: ARCADIS
Mailing Address: 801 Corporate Center Drive, Suite 300
Raleigh, NC 27607
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 5 of 14
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Scot's Laurel
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0750814509, 0750822422, 0750828947
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Scot's Laurel
Directions to site (include road numbers, landmarks, etc.): From Raleigh: US 1-64 South
towards Sanford to Cary Parkway. Exit US 1-64 South onto Cary Parkway. From ramp turn left
onto Cary Parkway(south). Take Cary Parkway south approximately one mile. Turn rit onto
Tryon Road (west . Take Tryon Road west approximately 2 miles. Turn left onto Kildaire Farm
Road and head south. The site is located on the west (right) side of Kildaire Farm Road (SR
1300) approximately 0.40 miles north of its intersection with Holly Springs Road (SR 1152).
5. Site coordinates, if available (UTM or Lat/Long): UTM 17; 699145E, 3950678N
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 35.40
7. Nearest body of water (stream/river/sound/ocean/lake):Unnamed tributary to Rocky
Branch/Middle Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 14
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The maiority of the 35.4-acre site is wooded. The portion of
the property near Kildaire Farm Road appears to have been previously developed and cleared
but has since been abandoned. The land slopes down from Kildaire Farm Road to the
unnamed tributary to Rocky Branch/Middle Creek that forms the west property line. The
surrounding land uses generally consist of residential uses. There are remnants of a
previously existing pond that does not presently contain water and has since overgrown with
pines that are approximately 20' tall. Additional wetlands exist downgradient of the former
pond and along, the main drainage feature that runs along the western side of the site. There
is also a small wetlands area located in the north-northwestern portion of the site. Onsite
wetlands cover a total of 3.77 acres.
10. Describe the overall project in detail, including the type of equipment to be used: The
project involves the construction of a residential development that will consist of single-
family housing and townhomes, with associated roads, parking, and utilities. A sanitary
sewer line will be constructed along the western side of the project along with a greenway
trail. Construction equipment to be used throughout the project will generally consist of
excavators, dozers, trucks, and other miscellaneous equipment. Construction limits will be
delineated using tree protection fencing. Four pocket wetlands (labeled A, B, C, and D on
attached map) will be constructed to reduce impacts due to stormwater runoff. Additional
erosion control measures will be provided to prevent downstream sedimentation.
Construction plans have been attached to provide further information on the proposed
development.
11. Explain the purpose of the proposed work: The purpose of the work is to build a
development of single-family housing and townhomes. This project will include public
streets and utility improvements as well as stormwater management Best Management
Practices (BMP) devices.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Wetland limits are based on delineations of the site by Soil & Environmental Consultants, Inc.
(S&ECand gpproved by the Corps of Engineers on Sept. 24, 2003, Jurisdictional Determination
Page 7 of 14
ID #200220657 (attached). Also attached is the map of the wetlands as surveyed b Jim
Blanchard Associates.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The impacts for the proposed
development include the placement of fill in approximately 0.48 acres of wetlands. Of the
0.48 acres of wetlands to be impacted, 0.058 acres will be impacted for the installation of a
sanitary sewer outfall line and a egr enway trail that are required to serve the adjacent
development.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
linear feet)
Type of Wetland***
1 Fill 0.26 No 306 Forested Wetland
2 Fill 0.07 No 51 Forested Wetland
3 Fill 0.06 No 110 Forested Wetland
4 Fill 0.08 No 0 Forested Wetland
5 Fill 0.005 No 23 Forested Wetland
6 Fill 0.004 No 106 Forested Wetland
Page 8 of 14
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hqp://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 3.77 acres
Total area of wetland impact proposed: 0.48 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify
4 Calvert 50 UT to Rocky Branch Not known Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usQs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 50
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Page 9 of 14
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ? wetlands
Describe the method of construction (e.g., damlembankment, excavation, installation of
draw-down valve or spillway, etc.): Pocket wetland areas will be excavated and graded by
construction equipment (excavators and dozers).
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Stormwater requirement
Size of watershed draining to pond: To Pocket Wetland A: 2.28 Acres; To Pocket Wetland
B: 8.05 Acres, To Pocket Wetland C: 7.44 Acres; To Pocket Wetland D: 14.75 Acres
Expected pond surface area: Pocket Wetland A: 344 square feet, Pocket Wetland B: 2670
square feet; Pocket Wetland C: 4422 square feet; Pocket Wetland D: 5048 square feet
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Impacts to the jurisdictional stream and wetland cannot be avoided, except by choosing _a no-
build alternative. This property was originally zoned to allow 15 residential units per acre,
which would have resulted in approximately 531 units with associated parking, streets and other
development. Due to site constraints such as topography and environmental concerns, the
current developer proposes to limit development to 145 units. This will result in minimized
impacts to the wetland areas in the western portion of the site.
Wetlands are generally located in the southern portion of the site. Alternatives were evaluated
that would not impact Wetland Area 1; however, these scenarios resulted in severe limitation of
the development and made the 145-unit development unfeasible.
In an effort to minimize the roadway impacts, the project requested that the minimum required
street centerline radius be reduced. The Town of Holly Springs agreed with this request,
resulting in only minimal wetland impacts (Area 3) on the south side of Bally Shannon Way.
The required sanitary sewer has been located away from the unnamed tributary to Rocky
Branch/Middle Creek to avoid impacts to these Neuse River Buffer and the wetlands associated
with the tributary. Impacts to these areas were avoided as much as possible, with the majority of
the impact occurring at the required crossing of the wetland branch/stream buffer (Area 4) and
other minor impacts (Areas 5 & 6). The required erg enway trail has been co-located with the
sanitary sewer and other fill slopes to avoid additional impact to the wetland areas.
Page 10 of 14
In a further effort to minimize impacts, retaining walls are proposed at four locations. These
walls will eliminate impacts and/or reduce impacts Areas 2 & 3) to buffer and wetland areas bX
eliminating the need for a fill slope that would encroach into the wetland areas.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
hLtp://h2o.enr.state.ne.us/newetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
Page 11 of 14
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):_
Amount of Non-riparian wetland mitigation requested (acres
Amount of Coastal wetland mitigation requested (acres):_
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Page 12 of 14
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 2,749 3 -
2 1,808 1.5 -
Total 4,557 -
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B.0242 or.0260.
N/A
XI, Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
There are no existing impervious areas on the 35.40-acre parcel. The proposed development will
include 13.85 acres of impervious areas. Stormwater controls on this site will include the
installation of 4 separate pocket wetlands that will control the 1-year stormwater discharge and
the runoff from the first inch of rainfall for the development. In addition, pocket wetland D on
the southwestern side of the site has been sized for the off-site stormwater that is routed through
the site. This pond will provide treatment for the current project and for the anticipated
development of the upstream off-site area, located to the east of the site. Discharge from the
proposed stormwater devices, A, B and C, will be discharged in a non-erosive mannier via level
spreaders and outlet protection devices into the existing wetlands. The stormwater will flow
through the wetlands prior to entering the Neuse River Buffer. For proposed stormwater device
D, the discharge will be released via a level spreader and outlet protection device into the Neuse
River Buffer. Please see attached construction plans for more detail and information on the
stormwater devices.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Page 13 of 14
The wastewater generated from this development will be discharged into new sewer lines that
will be installed under the proposed road through the development The lines will connect into a
main line that will run, for the most part, outside of the Neuse River buffer along the western
property line. The line will cross a portion of the Neuse river buffer as it ties into an existing
manhole near the southwestern corner of the property.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
The proposed development is the result of extended zoning negotiations with the Town of Holly
Springs to allow the development of the currently proposed 145 units versus the originally
proposed 15 units per acre. This permit application is being submitted based on construction
plans that have been reviewed by the town and it is believed that the town will approve the
current design and that no other environmental impacts will be required Due to the extended
zoning negotiations, the applicant hopes to receive environmental approvals concurrently with
construction plan approval, to allow the project to recover some of the schedule delays that
occurred during the zoning approvals.
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/ Applicant/Agent's Signature 4,- kW-1r>rr A'C, ?wA W4
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 14 of 14

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U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200220657 County: Wake
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property
Owner Duke L. Stone
Address 3106 Beverly Road
Baltimore, Maryland 21214-3314
Telephone Number 410-254-4100
Authorized
Agent Soil & Environmental Consultants, Inc.
Attn: Jim Cooper
Address_ 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number 919-846-5900
Size and Location of Property (waterbody, Highway name/number, town, etc.): The site is located
on the west side of Kildaire Farm Road (SR 1300) approximately 0.40 miles north of its intersection with
Holly Springs Road (SR 1152) northeast of Holly Springs, Wake County, North Carolina.
Basis for Determination: The site contains jurisdictional wetlands and stream channels with indicators
of ordinary high water marks located adjacent to-an unnamed tributary of Middle Creek in the Neuse
River Basin.
Indicate Which of the Following Apply:
There are waters o f the U.S., to include wetlands, o n the above described property which we strongly suggest
should be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
make a final jurisdictional determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
X The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
Placement of dredged or fill material in wetlands on this property without a Department of the
Army Permit is in most cases a violation of Section 301 of the Clean water Act (33 USC 1311). A
permit is not required for work on the property restricted entirely to existing high ground. If you
have any questions regarding the Corps of Engineers regulatory program, please contact
Andrea Wade at tel phone number__ 1 (919) 876 - 8441 extension 31
Project Manager Signature .?JC
Date September 24, 2003
Expiration Date September 24, 2008
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY' A*D '-THE V?ETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW MINA. COPY OF THIS FORM
SEP 2 9 2003

A licant: Duke L. Stone File Number: 200220657 Date:24 Se 2003
Attached is: See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter of permission) A
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
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A: INITIAL PROFFERED PERMIT. You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that
the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer.
Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right
to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a)
modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify
the permit having determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section H of this
form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the
date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a pernmit under the Corps of Engineers Administrative Appeal Process
by completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received
by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an
approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may
provide new information for further consideration by the Corps to reevaluate the JD.

REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons
or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However,
you may provide additional information to clarify the location of information that is already in the administrative record.
`_ -
If you have questions regarding this decision and/or the appeal
process you may contact:
Andrea Wade, Regulatory Specialist
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
If you only have questions regarding the appeal process you may
also contact:
Mr. Arthur Middleton, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
of appellant or
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
Telephone number:
-1-S 1?106
424 428
425
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D6 6937 PG X36 f ~ STATE OF NORTH CAROLINA, D8 8957 PG 1899 ~ _ ~ DRAWN UNDER MY SUPERV1S101 rH CAROLINA, DO HEREBY CERTIFY THAT THIS PLAT WAS MY SUPERVISION FROM AN AC UAL S RV Y MADE UNDER ~-t
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'N' IN ACCORDANCE WITH NORTH LEGEND: ~ SI f E tK IQDN PIPE FOUND • t 203 AS AMEND WITNESS MY OF WITH NORTH CAROLINA GENERAL STATUTES 47-30, u t` WITNESS MY ORIGINAL S1 (;NATURE AND SEAL THIS Q W N
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SITE INFORMAT?ON
DEVELOPER (BUYER) SUNSTAR COMMUNffIES ZONING ..................................CURRENT = R-MFrt S 14 1 C~~3
1010 PROPOSED = R-81NETlAtd~~
WATERSHED NEUSE RIVER
TOTAL SITE SIZE ...35.40 ACRES JUL 2 0 2004 PROPOSED STORMWATER PONDS.. . . . . . . ...................................2.00 ACRES
'3os RIGHT OF WAY DEDICATION: . ...........0.23 ACRES
og PROJECT ACREAGE . . . .........................................33.17 ACRES WATER (~UALIT~` SECT
M ~ ~ r ~ (RECREATIONAL USE COUNTED TOWARD PROJECT ACREAGE) ~ PROPOSED USE . . .TOWNHOUSE DEVELOPMENT
y TOWNHOUSE LOTS : . . . . 58 LOTS
1301 SOE 2
~ a Q~ 9 y TOWNHOME SETBACK REQUIREMENTS;
Y ~ ~ FRONT YARD ' 5
~y SIDE YARD : . 10'
S REAR YARD 10' RECREATION SffE SIZE . . . . . , .................................28,000 S.F.
Z 1152 FLOODPLNN ELEVATION(S) . . . . ......SUBJECT PARCELS OUTSIDE OF
1390 500-YEAR FLOOD PLAIN
FLOODPWN ZONE . . .....ZONE X FEMA MAP NUMBER . . . . . . . . . . 3718300515 E AND 3718300495 E
FEMA MAP DATE MARCH 3, 1992
HOLLY SPRINGS
• TOWNHOME PARKING SUMMARY PARKING REQUIRED (3 PER UNff PLUS 5~) . . . . . . 183
PARKING PROVIDED . . 183
NOT TO SCALE
DEVELOPER EN INEER G
1 15 SUNSTAR COMMUNITIES AR ADI C S
11 14 16
12 1 1 D 20 E WARDS MILL R AD 0 801 CORPORATE CI i )RATE CENTER DRIVE
9 10 2 3 17 SUITE 301 SUITE 300
RALEIGH NC 27607 EI H N 7 RAL G C 2 60 JC 27607-5073
' 18 ~ ' PHONE: [phone] PHONE: [phone]-1282
22 19
$ FAX: [phone] FAX: 1 - 4- 44 9 9 85 5 8 1 4 20 54-5448 DEVELOPMENT INCENTIVES SiTE DATA
T CON ACT. RANDY I RANDY KING MINIMUM AREA: REQUIRED 5 ACRES PROVIDED 35.4 ACRES
HOLLY SPRING
EMAIL: RKING ARC PLANNING JURISDICTION NG ARCADIS-US.COM . MAXIMUM GROSS DENSITY. ALLOWABLE 4.5 UNITS/ACRE
PROVIDED 4.3 UNffS/ACRE
x WATER AND SEWER AVAILABILITY:
v PUBLIC WATER TO BE EXTENDED FROM KILDARE FARM ROAD
7 PUBUC SEWER TO BE EXTENDED FROM SOUTHWEST CORNER OF PROPERTY
5
fi ~ ~ AMENDED ITEMS
• REVISI • REVISED PARKING LAYOUT
• RELOC • REVISI • RELOCATED TOWNHOME UNITS TO RESPOND TO PARKING CHANGES REQUIRED DEVELOPMENT INCENTNE DESI(~I FEATURES • REVISED SINGLE FAMILY LAYOUT
• INCRE • INCREASED RECREATION AREA OPEN SPACE ACCESS- EACH LOT OR SUB-LOT WfTLIIN STONE TRACT HAS DIRECT ACCESS TO A PUBLIC STREET, PRVATE STREET OR PRVATE ALLEY.
P~ SIDE OR REAR FACADE ORIENTED 10 FACE THE COMMON AREA Q96KlNG NOTES .
THE ROOF OF EACH DWEWNG UNIT SHALL BE DISTINCT FROM THE ROOF OF ADJACENT DWEWNG UN(1S.
RESfA RESfRICiNE COVENAMS W~L SPEgFY TIiAT THE HOA YTlll BE RESPOPISIBIE FOR
TOWNHOME UNITS WILL NOT HAVE ALUMINUM OR VINYL SIDING. SING Will MANTENANCE OF ALL PARING AREAS, ?NCWDING ALL PAVEMENT, CURBS, MARKINGS, SINGLE FAMILY RESIDENTW. DESIGN FEATURES FOR FRONT FACADES ETC. OUTSIDE QF THE CONCRETE VALLEY GUTTERS.
CONSIST OF EITHER BRICK, STONE, CONCRETE COMPOSITE SIDNG OR MASONQE I CHANGE IN ELEYATI~I OF ROOF RIDGE
SG4E: 1. _ TYPE SIDING, OR SOME COMBINATION OF THESE. STATEI CHAN(~ IN DIRECTION OF ROOF RIDGE STATEMENT OF ZONING COMPAIIBILiIY MULTIPLE BUILDING MATERIALS (SECONDARY MATERUIL MUST COMPRISE AT LEAST 20~ OF THE APPLICABLE FACADE).
TOWNHOME UNITS WILL OICLUDE THE FOLLOWING DESIGN FEATURES, IN ACCORDANCE WIT}1 SECTION 2.07D.2a: THE 1 WINDOW GRIDS (PERMANENT)
1. MULTIPLE BUILDING MATERWS PROPI THE TOWN OF HOLLY SPRINGS TEN-YEAR COMPREHENSNE GROWTH PLAN WJD USE PLAN MAP FOUNDATION LANDSCAPE PACKAGE
2. MULT~LE SURFACE TEKNRES PROPI PROPOSES RESIDENTIAL DEVELOPMENT AT A DENSITY OF BETWEEN 2 AND 5 UNITS PER ACRE FOR PROPERTIES IN THE SUBJECT AREA THE PROPOSED PROJECT Will BE DEVELOPED AT A DENSITI` OF SINGLE FAMILY RESIDEMIAI. DESIGN FEATURES FOR SIDE AND REAR FACA~S FACING OPEN SPACE
3. ARCIRTECTURAL ELEMENTS APPR( APPROXIMATELY 4.3 UN(fS PER ACRE, AND WILL NOT EXCEED 4.5 UNITS PER DEVELOPABLE ACRE.
1 7 13 19 4• COLORS BASED ON DISCUSSIONS Wffll THE TOWN OF HOLLY SPRINGS PLANrNNG STAFF, THE PROPOSED CHANGE IN ELEVATION ~ ROOF RIDGE
OWNER: POLK SULLNAN LLC OWNER: FRANCIS, FLORENCE OWI~ CURRIN, OWNER: BAI.DNIIN,IWCE ADpmONAI, MULTIFAMILY FEATURES WILL INCLUDE DEVEL DEED BOOK: 09061 IRVING JOHANNA P JERALINE 1. THE ROOF OF EACH DWELLING UNtT SHALL BE DISTINCT FROM THE ROOF OF DEVELOPMENT LS CONSISTENT Wff}I THE C~IPRl7iENSNE GROWTH PLAN. FACADE MODUlA110N (18" DEPTH AND 4' WIDTH VARIATION MINIMUM) PAT10 DOORS(DOUBLE WIDTH, NOT SUD9JG) OR WINDOW GRIDS (PERMANENT)
DEED PAGE: 0824 D® BOOK. 08893 DEED BOOK. 06434 D® BOOK. 08886 ApJACp,N DWEWNG UNfiS THROUGH EffFIER SEPARATION OF ROOF PfiCHFS
DEED ACRES: 27.4 D® PAGE: 0557 DEED PAGE. 0560 DEED PAGE. 0823 yARYING DIRECTION OF ROOF PITCHES, INCLUSION OF DORMERS OR OTFIER~ PTtNA1E STREETSf PRNAiE ALLEY SERVCES MULTIFAMILY RESIDENTIAL DESIGN FEATURES FOR SIDE AND REAR FACADES FACING OPEN SPACE
o PIN NUM: 0750924366 D® ACRES: 16.76 DEED ACRES. 0.48 DEED ACRES. 2.01 VARIATION IN ROOF DESIGN. o ZONING: R-MF PIN NUM. 0750814509 PIN NUM. 0150939260 PIN NUM: 0760027418 2 ONE CAR FRONT LOADED GARAGES WILL• PRIOR PRIOR 10 THE ~SUANCE OF A LIDO PERMIT OR OBTAINING FlNAL PLAT APPROVAL, THE DEVELOPER OR CHANGE IN EL(VAl10N OF ROOF RIDGE
ST NUM: 4324 ZONING. R-30 ZONING. R-20 ZONING: R-30 a GARAGE DOORS SUFI SU~MDER SHALL FlLE DOCUMENTARY ASSURANCES Wlill THE TOWN OF HOLLY SPRII~S THAT ALL FACADE MODUUITION (18" DEPM AND 4' WIDTH VARV1110N MINIMUM)
ST NAME: KILDAIRE FARM SUNSET LAKE RD 4512 NESS DR 4311 KN,DAIRE FARM RD b. BE SEi BACK 25 FEET FROM THE RIGHT OF WAY OR PROVIDE A ~ Y LOTS SERVED BY PRIVATE 51RELTS OR PRNAIE AU.EYS SHALL BE PROVED WI1H THE FOl1DWING PA110 DOORS(DOUBLE WIDTH, NOT SLIDING) OR WINDOW GRIDS (PERMANENT)
ST TYPE: RD DECORATNE DRNEWAY ~ SERVII ~ 8 14 20 ROADT SERVICES: REGULAR TRASH PICK-UP; LEAF PK9(-UP; SNOW REMOVAL; GAILY MAIL DOJVERY SERVICE; DECORATNE TRIM MOLDING(INLCUWNG AT A MINIMUM, FASO, SOFFIT AND CORNER 1RIM), DECORATNE WINDOW CORNICE, DECORATNE ROADWAY MNNTENANCE AND REPAIR, RlCLUDING, BUi NOT LIMITED 10, DRMNG SURFACE, ROADWAY WINDOW ARCHITRAVE, OR DECORATNE DOOR ARCHITRAVE.
a 2 OWNER: IRVING, VNUW E OWNER: UNDERWOOD, (>WI4~ WATSON, ALICE SUBGI SUBGRADE, SUBSURFACE DRAINAGE, ROADSIDE DRAINAGE, CURBS, SIDEWALKS, STREET LIGHTS, STREET FOUNDATION LANDSCAPE PACKAGE
°z OWNER: POLK SULLNAN LLC D® BOOK: 08893 WILLIE G dt HILDA D® BOOK: 02763 NAME NAME SIGrIS,1RAFFIC CONTROL SIGNS, AND 11tAFFIC CONTROL SI((tIVAIS; AND, POWERS TO ENFORCE SP® CONTROL AND PARKING REGUlA110NS. SUCH SERVICES SHAH BE PROVIDED IN ACCORDANCE MULTIFAMILY RESIDENTIAL DESIGN FEATURES FOR SIDE AND REAR F ES FLING PERIMETER SIREEiS
°v DEED BOOK: 09061 DEED PAGE: 0554 D® BOOK: 04608 DEED PAGE 0501 SPEEC ~ DEED PAGE: 0820 GEED ACRES: 21.02 DEED PAGE 0159 DEED ACRES: 1 WITH WiTH SPECIFlCA110NS APPROVED BY THE BOARD OF COMMISSIONERS, WHICH SWIM INCWDE THE
~ DEED ACRES: 5.66 PIN NUM: 0750622422 DEED NCRES: 0.48 PIN NUM: 0760027321 ESTAB ESTABLISHMENT OF A MAINTENANCE FUND OR ESCROW ACCOUNT BY THE DEVELOPER OR SUBDNDER CHANGE IN ELEVATION OF ROOF RIDGE
Z PIN NUM; 0750925932 ZONING: R-30 PIN NUM: 0760030189 ZONING: R-30 WHICH og. ZONING: R-MF SUNSET LAKE RD ZONING: R-ZO 4321 KIDAIRE FARM RD PROM WHICH MAY BE SUPPU:MENTED t3Y REGULAR OR SPECW. ASSESSMENTS AGAINST EACH LOT OWNER FACADE MODULATION (16" DEPTH AND 4' WIDTH YARIATK)N MINIMUM) OR BAY WINDOW PROVIDED SUCH ASSESSMENT'S ARE AT REASONABLE AND NON-DISRMINATORY RATE OF CHARGE. SUCH PA110 DOORS(DOUBLE WIDTH, NOT SLIDING) OR WINDOW GRIDS (PERMANENT)
z 4304 KILDAIRE FARM RD 4508 NESS DR DOCUI DOCUMENTARY ASSURANCES SHALL BE INCORPgiATED INTO THE APPLICABLE FlNAL PLAT THAT IS FOUNDATION LANDSCAPE PACKAGE
W 9 15 21 RECOI RECORDED IN THE OFFlCE OF 1HE REGISTER OF DEEDS OR OTHERWISE PRNDED FOR THROUGH
~ 3 OWNER: CURRIN, JOHANNA P OWNER: TRWMGLE OWNER: JEEVES, DW~Hi R LEGAL. 0 OWNER: JOHN LEGGETT do DEED BOOK: 06782 COMMUNffY CHURCH OF D® BOOK: 06442 LEGALLY BINDING PERPETUAL AGREEMENTS AS APPROVED BY THE BOARD OF COMMISTONERS. o~'~yCB6E.3JpC6goDpp '`a Qr~~;(J(~lAoi~
PANY PROFiTSHARING PLAN DEED PAGE: 0372 FUQUAY VARINA D® PAGE: 0072 ° COM 0! ~ eoeooe,• I~A e1
DEED BOOK: 09566 DEED ACRES: 2.61 D® BOOK: 08892 D® ACRES: 0.73 0 ~ e~ ~V~~""a7 ,°I MASTER SIGN PLAN " q ~
DEED PAGE: 0459 PIN NUM: 0150828947 D® PAGE: 0164 PSI NUM: 0760022569 EAl l TWO SINGLE-FACED SIGNS WILL BE PLACED ON EfTHER SIDE OF THE ENTRANCE TO DISPLAY THE I I V m
a ~ DEED ACRES: 1 ZONING: R-20 D® ACRES: 10.85 ZONING; R-30 TWO W PIN NUM: 0760020962 4637 NESS DR PIN NUM. 0750936917 4312 KlDA6tE FARM RD NEIGH NEIGHBORH~D NAME. 1HE SIGNS WILL BE FREESTANDING WiTH A MAXIMUM OF 24 SQUARE FEET I68 ~ e
Z~IING: R-MF ZONING: R-30 EACH EACH AND Wlll BE tNIEGRATED INTO A COMPLIMENTARY FENCE OR SCREEN WALL. THE SIGNS WI o•F ~.t BE HARMONIOUS WfTll THE ARCHfiEC11JRE AND BUILDING MATERIALS USED ON THE DWEWNGS AND °°,B lF;, ~•e.e.•~' M f
i ~ NESS DR 10 4216 KILIDAIRE FARM RD 22 BE HE 3 OWNER: CURRIN, JOHANNA P D KULPA, STANLEY J WILL WILL BE CONSTRUCTED OF ORNAMENTAL MET SIGN BRICK AND OR MASONRY. A LANDSCAPE ~ RANDS a G ~ o North Carolina, Uc. AL, E, /
N ~ 4 DEED BOOK: 06782 16 do ELIIABETH A AREA AREA AT LEAST EQUAL TO THE SQUARE FOOTAGE OF THE SIGN WILL ALSO BE PLACED IN FRONT OF ~~`"'~11°~~~~~`~, WWW.ARCADIS-US. COM
M OWNER: POLK SULLNAN LLC DEED PAGE: 0372 OWNER: PETERS, WILW4M D® BOOK: 05298 EACH ~o DEED BOOK: 09061 DEED ACRES: 0.84 T do RENEE S D® PAGE: 0087 SUPPI EACH SIGN WffH VARIOUS PERENNWI. PLANTINGS. (1TIE HOMEOWNERS ASSOCIATION MAY CHOOSE TO SUPPLEMENT THE LANDSCAPE AREAS WiTH ADDmONAI ANNUALS DURING THE APPROPRIATE GROWING SUNSTAR: SCOTS LAUREL DEVELOPMENT PLAN NC403013.0000
o ? DEED PAGE: 0828 PIN NUM: 0150921955 D® BOOK: 05590 D® ACRES: 0.71 SFASC SEASONS.) GROUND UGHiiNG Wlll BE PLACED WITHIN THE PLANTING AREA TO ILLUMINATE THE
i DEED ACRES: 1.21 ZONING: R-20 D® PAGE. 0867 PN NUM. 0760022570 SIGNS SIGNS. DRAWING INDEX
~ " PIN NUM: 0760022349 4633 NESS DR DEED ACRES: 0.14 ZONING: R-30 " „ ZONING: R-MF PIN NUM: 0160035116 4316 KILDARE FARM RD A SEC A SECONDARY, MINOR ENTRANCE WILL BE LOCATED ON NESS DRNE. SIGNAGE WILL BE PLACED ON
E o 4320 KILDAIRE FARM RD ZONING: R-30 THE Y THE WEST SIDE OF THIS ENTRANCE. THIS FREESTANDING SIGN WILL HAVE A MAXIMUM OF 24 SQUARE C1 COVER SHEET
11 4609 SLAYiON DR FEET ~ 5 OWNER: CURRIN, JOHANNA P DEVEL FEET ANO WILL ALSO BE HARMONIOUS Wfftl THE ARCHITECTURE AND BUILDING MATERALS. THE C1.O1 PRELIMINARY PLAN LAYOUT
v v ° OWNER: EdcM JOHNSON DEED BOOK: 06434 17 GENERAL NOTES CONS1 DEVELOPER WILL PROVIDE SING COLS AND FONT OP110NS FOR APPROVAL BY STAFF AT CONSTRUCTION PLAN SUBMISSION. 01.02 LANDSCAPING PLAN
ENTERPRISES INC DEED PAGE 0560 OWNER: HgLI, DUANE P
DEED BOOK: 05914 DEED ACRES: 0.91 D® BOOK: 09309 1. ALL CONSiRUCTK)N SW4LL CONFORM TO THE TOWN OF HOLLY SPRINGS DESIGN AND CONSTRUCTION 01.03 GRADING, DRAINAGE AND EROSION CONTROL PLAN
DEED PAGE: 0183 PIN NUM: 0750933104 DEED PAGE 1177 STANDARDS. DEED ACRES: 45.58 ZONING: R-20 DEED ACRES; 0.69 01.04 UTILITIES PLAN
r PIN NUM: 0760111738 4629 NESS DR PIN NUM: 0760025904 2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUC110N ON THIS PROJECT MAY 01.05 DETAILS
ZONING: C-1 ZONING: R-30 BEGIN. ~ 9516 HOLLY SPRINGS RD 12 4616 AVW2Y CIR 3.00 FRONT AND REAR ELEVATIONS BUILDING #1
~ OWNER: WASHINGTON, MARY 3. DEVELOPMENT FEES (ACREAGE, FEE-IN-LIEU OF ASSESMENf, AND INSPECTION FEES) ARE DUE 3.001 RIGHT AND LEFT ELEVATIONS BUILDING #1
o 6 DEED BOOK: 07205 18 BffORE CONSTRUCTION PLAN APPROVAL
~ ~ OWNER: SANS, SYLVIA ANNE DEED PAGE 0323 OWI~R: COULTER, SCOTT ~ $ DAMS DEED ACRES: 1 Ado ANGELA FRANCES 4. STREET IIGHfiNG PLAN FOR BOTH MITER~R AND ADJACENT PUBLIC STREETS AND THOROUGHFARES 3.10 FRONT AND REAR ELEVATIONS BUILDING #2
" 0° DEED BOOK: 01410 PIN NUM: 0750937048 D® BOOK: 07558 WILL BE RE(UIRED AT FlRST SUBMTtTAI OF CONSTRUCTION DRAWINGS. 3.11 RIGHT AND LEFT ELEVATIONS BUILDING #2
.s ~ DEED PAGE: OOOE ZONING: R-20 D® PAGE 0281 5.00 FOUNDATION FIRST FLOOR PLANS
o GEED A(~tES: 28 4509 NESS OR D® ACRES; 0.69 5. EACH TOWNHOME SHALL HAVE A 1 CAR GARAGE AND DRNEWAY TO PR(MDE 2 PARKING SPACES Z PIN NUM: 0750915352 PIN NUM: 0760025656 OUi OF THE RIGHT-OF-WAY. NEW PUBLIC STREETS: 6 867 LF ~ 5.01 SECOND FLOOR PLANS
ZONING: R-30 ZONING: R-30 a ~ 4332 KILDNRE FARM RD 4613 AVUIRY Sf CIR 6. ON STREET PARKING SHALL BE ALLOWED ON PUBLIC STREETS. NEW PUBLIC WATER: 5 600 LF
} 6.00 FOUNDATION PLANS
NEW PUBLIC SEWER: 4 885 LF 6.01 SECOND FLOOR PLANS

` - ~ WAKE COUNTY ZONING JURISDICTION ,!l ! , ~'W. E COUNTY ZONING JURISDICTION, ~ ~,1I:. copyright ©2003
, I ~ \ r - ~ Bpi ~ s ZO E~D;R-20;~~ 1• ZONED R-30 ~ ~ t ` W ti ~,r . ~ -.1~ '+1'
~ - ~ ~ ~ ~ 1~.~ ; _ i GENERAL NOTES:
~ i ( e fQU ~ p~ ~C;F~ U 'L . ~ , ~ + ' • , 1. ALL CONSTRUCTION Shall CONFORM TO HOLLY SPRINGS
f 1_ ~ 1 _ -..,..~;'.t:., ' DESIGN AND CONSTRUCTION 5TANDARDS• -
1 % ~1 'gib' i~::~ 'ti , ~
WAKE COUNTt~ ZONING JURISDICTION - _ - , 2. VARIA110N SHALL IXIST BETWEEN ADJACENT BUILDINGS. ~ ~ ::.Y + s
ZONE6 R-20 ~ ' % _ _ ~ BELT . - - " -1 ~ 3. IXISTiNG BUILDING INFORMATION SHOWN IS SCHEMATIC _ _ - - , ~ WIDE - • , • ;~;,:~.•.,.1 `~PECWL DESIGri FEATURES TO BE
_ - ~ ~ ~ U,E.t - - ~ AND NOT FlELD VER?FlED. ~,t a } " ~ • . 1 :'i~• PROVIDED ON REAR OF ~ ~ , - „ BUILDING LOTS 1 -
n~n~' _ 20_WIDE GRE - " ~ I 1 ~ 6 TO 125 D _ _ 20 WIDE GREENBELT _ _ _ _ _ _ _ _ _ _ _ _ , - - ~'I f r UE TO PROXIMfIY TO ~ , ,r~ 1 _"t `,~s,~. 4. STREET WIDTHS ARE 27 BACK TO BACK UNLESS
i.AEDAIRE FARM ROAD. ~ ~ • - - r- ....-~r-~~T' y : ' /.'-,;,.r • ~ ~ ~,::,r,' ~ OTHERWISE NOTED.
I III I'1 III III III III III III III III I I I I ~ } l ; , n _ ~ 1 ~ • j.
I I I•I I~1 I•I I•I I•I I~I I•I I•I ~=1•I I•I I III I I III III III III III III WIII III I I • I 1 • ( I I I 1 1 ( ` 5. ON-STREET PARKING SPACES ARE SHOWN FOR REFERENCE /may I III I I : ~ ~ ' ~ 1 ~ ;~yn~~ PURPOSES• fi I 1 1~ I I ~ ,r,, _
I I I• ~I ~ • ' I I p III ® I I ® III ® III ® III ® III ® ICI ® ICI ® 6111 ® I'I
r.\ ; ~ ase sr. I ewe sf• I I u. sr. I I esao sa i l aew sr, I . I es« u I I w sr. I I gaao st', 1 1 mee ~ z l . l asm sa III e ~ I I I I I~1 I~I I~I I I I~I I•I I~I ~I I I~I I III glOO 5i. ~ r ~ I % ~ r iffir 1 : ~ , y t ' 4. I I • ~ " ~ f , F ' ~f.< ' , ; tl TOWNHOME SETBACKS BASED ON CODE SECiION 2.09C1.a 1 a I ,~x~~ ~y ~ ,«~,.F/ ~ ~ , , WAKE COUNTY ZONING )
r I I~I 111 I~I i~l I~I I~I I~i I~I I~I I~I I ,I I i I.1 N JURISDICTK)N
s" pG r,~~3 I~o~ I ~ I I III III III III III III ~I I I I I I ,t~~l, , ~ I~: r - - _ ~ I I, I~I I•I I~I I•I I•i I•I I•I I•I I I ~ ~ u I ~ I I ~ . , o :.~a s ~ ZONED R-30 I I I I ~ . I . 1 . ;a:3, 1 ~ SETBACK REDUCTIONS:
,i ~ r-_.__....___._...~, :~~II II II III III III III III III VIII III I III ~
< L_ J L_ I ,r o11 1'~--- --JjL---JjL---JjL---JjL---JjL---JjL---JL 01 ~ 1. all SINGLE FAMILY LOTS SHALL HAVE 5 FRONT YARD
I ~ aae ar , , . ~ 1 a ~ ~ ~ rra! SETBACKS AND SHAM. HAVE A GARAGE LOCATED BETWEEN . , t R< ~CX., i ~ ti1 ; ,t`J~ . REAR LOT LINE AND REAR BUILDING LINE, EXCEPT FOR LOT
i ~I m1~---==;_ c~G`~1 PUBLIC STREET (51' RAW) INVERNESS LANE ~ . 1 1 ,~k,~ ~ t41.
II ~ ~o 31 B-B ' a i ;~:a~l ~ ~ ~~.;5:.~1'a. c.~ , , , ~ ~~2. 2. LOT 95 SHALL HAVE A 20' FRONT YARD SETBACK AND A
® ~ • I ams?. I J ~ ~F., 4 ~ i~1 ~ ~ FRONT LOADED GARDE, SET BACK FROM THE
X ~~1 , , i t III III III 1 1 I I I I I I . I , r cni r• - • - • - - t ,•,•,t;aa;,~ 11 ~ W PRIMARY BUILDING FACE AT LEAST 10 , I I III ~ ~ ~ T ~ I ' ~
WAKE COUNTY ZONING JURISDICTION, ! I_ -I ~ ~ (I I. I I. I I• I I ~ I I ~ I I ~ I I ~ I 1I I. I GI c 1 x ';:1•f ~ NAL R/W~ `
ZONED R-20 r - ~ ~ I' II - ~ i I II II II II II II II ~ ~ II I I I I I I I II „ 1 ~ 1.1 I•I I•I I•I I.I I•I I•I I.I III III 61 ~ I ~,:~3 ~r~~y ~ ~.y~.; ~ ~ r~~~f~;~ ',r;;>- • _ 0 ~ ~ t"" J 03 JUN 04 REVISED PER TOWN COMMENTS I • I I • I it Q: - • , ~ ;
• ~ I ~ ~ ® II ® III ® III ® 111 ® 111 ® III ~ III ® III III ® III ® I w ~ . , 1 eps aws . r ~ I 11 MAY 04 REVISED PER CONSTRUCTION PLANS
, ~ I L ~ raro u I . 1 aw u I . I aeas sr. I . I aesd v I . ( aess s? 1. I eszd 1, I esta I , I aexr I . I aws sr iu~.JC~ _ ~ I-._-•~-____- ~ II III III ilI 111 III III III I I 1 I I ....rf 1 r 1 I ~~.~~F~ ~ ? ~'®.i ~ I '~,4.~t , III III ~ y, j? -.?J T7i?i " 1
Gl~ C~'7A r ( ma'y': ~ 1 ,I'', _ ~ I I I I I I I I I I I I I I I I I I I w " I / ~ ~ , a„I ~ I I • - • - ,f~:' : t' H 10 NOV 03 REVISED MASTER PLAN
, _ ~~.~•-~I~~ ~ _ I I i I I I ~ 20' WIDE REENBELT _ _ _ _ _ _ -j ~~t _ ~ ~ - 1 I . I I I I i I I I I I I I I I I III III 1 ~ ,i; ~~~„r ~ r r 1 .,r,•.. .t i T~ I l r x rY~ fem. 1 " f•: ~ ~ II II I
---,-~r- r I• I « I _rurs~a+ I I I (I 1 11 III III III 111 I I I • 1 III II ~ --_-_1~_~-~_i•.L .~_~L-~~_~~-~~- . ~ I - I ~ ~ ~ ~ / l !'f 1. a' , /i- '1'1'9 --L~-= f y~;%+l ~ y.>`: I 1 :~:I:,1 G 22 SEP 03 REVSED PER COMMENTS
~ `t'~ .1 I•i III II''-- ! - _.-._.r._._. J l; . I
I NEW 20' PUBLIC SEWER 1 I I 1 ! • I I • r - - - J - - -r ~-r- - ---i•'T- - x r`_;/ rr ~ ~ ~ :.'.1~ ! REVISED PER TOWN OF HOLLY SPRINGS - -r-I -i ~ ,r,~,.., 1 ~ ~ ~ F 08 SEP 03 ''"~'-'l~~ COMMENTS
M G NWAY 1 I • i ! I I III - ! E_ (T- "T I _r_ T'r ~I ~-'1 ~1 EASE ENT AND REE 1 ~ III ® I • ~ I I I • I I I III PRNAI~ ALLEY (25 MENT, 161 •AAVEMENT ) I ~ I I ~ I I i ~ I I ~ L_ . : _ - :-:r:..1 0 WI ING -T0
1 ro .I eswsr. I'I I I I x111 I I•I I'I I I I I I 111 i I 11i III p ~ I I I I I III ~1 III .I aea I. awosr. ! I'I I 1 1.1 I.I I.I I.I I•I I•I I'I III I I _ EN I • I I I 1 p _ - 30.1': yy. F . ' CK TO BACK E 23 JUL 03 REVISED PER COMMENTS I . I ~ , 3 _ _ w .1 ,
• 1 I~ I I I I L~---_ I I III 111 11 1 I i I I 11 1 III III I I I III 1 I 1 ~ F' 1 g" F. -NO'l>~5; ~ ~ C . ~ ~ A 100 R/W. ~ •_•_._..f s a~ _ _ 11 ~ ~ i
1 I•I I I I•~-----~- '=.J I I ® I,I ® eF 1~1 I•I et I'I ® III © I p \ 1 L _ _ I I ~ I - - - ® ~I . I ame sr. I ~ I asn ss III ~ III ® III ® 111 0 I ~ I atw sF 1. I aws sr. I • I aoA u i 1 I I 0 I • I ® I • - • _ _ _ _ _ _ _ 1 f _ ~ - SHEET_,C1.04 l ; 'l ~ 0 08 JUL 03 REVISED PER COMMENTS u• I ~ I aaR a III ~,+e s+. I C L- - - 1 t 11111 ~ i,
1 ~ ~ ~ J' I - I a,« ar. ? I I 1. 1 aws I ,1 am sr. I, I awe u. I~ I a7°° 1 1 I I ?G III ~ I g 1 III III I I II I I • I I I I ~ ROAD WIDENING ~ FRONT OF PARCELS 21 AND 22 1111 ~
~ I.I o! I -1.1 I.I 111 111 III 111 I.I I.I I.I • ~ I =1 I I'I I' 'I I'I I I I • I III I I ® IN I SHOWN BUT NOTiPART Oh` DEVELOPERS COMMITMENTS. 11+'ti~ t C 27 JUN 03 REVISED TOWNHOME UNITS III I• I 1 ?C XI s+au 1 c l ,f
. 1 ~ III aaw I m 1 III 1 I I I III III I ~ I,I ~ I . I I I.I I.I III 111 I,I 1.1 I•I I•I ~ ~ 5 BUILDING SETBAC ~I I I I I I I I I• I I ----1I i 1111t1oi ti
~ ( I I III 1~ 1 I. 1 III I I I o ~ 1 I I I I _ __'-to i ) 111~~~r 'x B 23 JUN 03 REVISED PER COMMENTS % ~ r I I~~ ~ 1111 ~~4~ ; ~ ~
00 L - - - J L - - - - - - J _---~--x x II _ 1111-, ~
I x 1 ® li;, _ 1 ' A 05 MAY 03 LSSUED FOR REVIEW
~ _ _ - _ _ _ _ _ _ PUBLIC STREET 51' R 1~Y SHANNON SAY _J ~ ' L_ - . • - • - • J 1111 ` 'I 1, REV. ISSUED DATE DESCRIPTION
- 1 ( BA v 1~ _ _ ~ WAR~COUNTY ZONING JURISDICTION, , , , • - - _ - -1 I ZONED R-30 ; 1111; i, t.,
1 r , I I ~ 1 ~ 111 C ~ KEYPLAN
G ~ ~ I I III I I 1 I • I - - - I. 1 I ~ I I 1 ~ 1'I •I I III I I 1~1 I'I I•I 1•i 1 I 1 II .III ` ~ 11 I I~ I I. 1 I III I III I I 1 ! I I' I I• I ® I I 1 1 1111 ± , I 11 I I a~e+v. I , j i I 1 _ ~ l - 1111;. + ,
i- , I. 1 I ~ I III 1' 1 . I 11 III III .I I• I 1' 1 I I - ~ rn I © I III 111 '1 I•I I•I I'I I II III I.I I iI I• •_•_._._.-e_ ~ .ball+',, t,
~ c~ ll~ II ® I.I® I,1 `~,,~r III II III III 1,I I ~ er ~ ® z I I. lass a I ~ 6~m st: I O I I© a~ _ I I' i I 11 ® 11 I sms . I r _ _ _ _ _ _ _ - 1 ; 1 1,,,.?0 ADDfiIONAL R/W DEDICATiON,~,, t ~ ~ 1 I ® III © I I I I I Q ;ir ll 1..11 •~g<'i ~1
~ ~ ,eFxu I I I I 1 I. 6,~u. I ~ lease. ;4. I,.~ I• 1' I I• I I III ® 1. Iaenu. ~ I I / y t~„ sr. f ~ 9 I. I I I 11 I I 1 .4,d ss. 1 1 len, sF I© I I ® I, I® . ~s u. I I Isasu I , Isessu I I ~ -r.~ir•- r i,Of~G LV,v~
''--.Z: ; I _ J = I 1 I. I I I I I I 1 .4,aeu. . laasu I I 11 I I I
_ ~ 1 m l l 1 1 I. I I. I I 111 I I I I I 1 ~ 1 I. 1 I I 1 I. I I 111 I I I. I I• I I I I. I I I I ~ ~ I I' I 1. 1 I 11 I 1 1 I. I I• I I I 111 I I 1 I I II -------J I I • I I ' . - • - SEE NOTE 5, =;n>': .-1 1~ ,
NEW 30' PUBLIC SEWER ~ - _ - l i 1 1 1 I I ' 1 I ' 1 I III 11( 1 11 I 1. I I.1 I ' 1 I _I I I III I I' I I• I I .1 I• I I' 1 I I I I I I I ( 'BUILDING SETBACK I f I I I . 5 SHEET C1.04 4-,
EASEMENT AID GREENWAY ~ I _ _ _ • - _ _ I _ ; - - -1 _ _ - -r`I-~-' -1--+- I I I I 1 III I ( I I . , . - I _ -.L-._ _..1 -----t-f _ 111 III III I -__1' I
II I 11 I I - % K TO BACK) ~ t
- - _ - i• I I I• - -1 1 I I• I I I 111 - I - _ _ ~ I I I I ' I I I r ' ~ • SPECIAL DESIGN FEATURES TO BE PROVIDED ON ~ (25 ~ BACK ~ PROJECT TffLE E WAY 5iREET ~ d15 BACK TO J .~k,-,~ ON
I_-- 1 ® I. I I I I i t I~ I ~ 1 ~ ~ I I • I I I I 1 T ' REAR OR SIDES LOTS 71-77, 40-44 AND 30-39 E PROVIDED ON I ~ i SC~PE~~EDU~ " J 7, ; ` r.: s BU LDING t~ ;;~E 1 81 R~ ~ N;.4s; 1 W-44 AND 30-39) DUE STREET ( K ~ s,
~ ~ llf I i~l I. I _y < I \ , , 1 ~ « I I I I I I ~ 1 TO PROXIMITY TO RECREATION AREA, E K TO t.: 1 REa ~ REL ~ 25 Bic ~ r
~ I i i 'I I~I I~I II I ;suet \ ® ) ~ I I seau 11 p I I I FEATURES TO INCLUOE: nnaR ~ ~u III® I I« ~,t~n" ~ :~:~»-'x~'~-~~~ 4~~ I T S LAU WAY STREET ( a CO oNE • ~ _
; ! I I ~ I v I 0 I I ' r~~,~,. I ~ ~ ~~y>Y~ FACADE MODULAl10N 18 DEEP AND 4 WIDE ,;;:f'r< \ I . I I I ! I I ~eP` I ' I 2 pc ?,'~~u " `,~f` J aCfIANGE IN ROOF ELEVATION 'AND 4 WIDE i---~'~" _ f----'v ~ ' ~
i• J.;Y~'' I I I I • PATIO FORS OR PERMANENT WINDOW GRID I I I I I I I ~ • ~ I I ~ ~ - WINDOW GRID J_.._ ~ r Y- 8G •S ~ ~ ~ 1~=
'v A ~ ~ J' . I I I I ~ ;.y:;;;~~ I ;.•r`` DECORATNE TRIM MOLDING, WINDOW CORNICE, W ~ - I I I .s;~ NDOW CORNICE, WINDOW ~ i 1 1
1 ~ ~ - _ J ' L ~ s , • ~ ARCHITRAVE OR DOOR ARCHITRAVE ~ HOLLY SPRINGS ZONING JURISDICTION, ?a, ,
s ' i ~ i RECREATKOJ AREA I 1 i.. ~ SUNSTAR COMMUNITIES ~ I ZONED C-1 i ' E r~ ~ ti k.
( i ' i v v PUBLC STREET 51' • i ~ ~ \ 1 ~ r ® i.~i ~ ( R/W) BAI,~Y S (28,000 SF MIN.) t SF MIN. ~ t ) ~ ~ { } ~
a+s sr. ~ HANNON i~AY ~ . , _ >s • , : I I ` . ~ ~ U _ ~ ; . MAY INCLUDE POOL, UDE POOL, ~ I I t ~ ~
a f ~ i/ i ~ • ~ ~ - x X - _ _ - ~ ~ SF~WERS, AND PARKING) ~ l / • / / r---1 ~u/ o : + SCOTS LAUREL ~ I I , WD PARKING a~+e v. t: ) x xl I • _ , _ . _ . i LEGEND: ~
1 r?/ ~ ~ry in re' o ; ~ t ~ ~ . ~ / I ~ ' ~ ~,w ~ ;r . _ . _ • - _ 1 , : ~ AMENDED MASTER PLAN
\ I I © 1 x - 2 LOT NUMBER ~ SHEEP TITLE
Y ~`t ~ , aw ~ l~ III I I , ~ I I J ' I ~ I C I ~ I I ~ '
I I u~au I 5,625 S.F. LOT SQUARE FOOTAGE ~
`T, / \ 'seta III ?J ~ ~ - -ruP, . - \ \ .ae .a - ~1 ~ ~ C ------J I ~ 15~: PRELIMINARY DEVELOPMENT PLAN --'+'~idp -rw~P, ` -•-__----1 I ____---J I - - - - - NEUSE RNER BUFFER 1 ~!1
- , zoo ~ \ ~ 9 . i J',.- ~ ~ v~ III ~ , ~ ~/i r
© I r- ~ _ . WETLAND
III p - ~ ~ i • I ~""r ~ I ~ I ~ '',1, PRELIMINARY P N LA LAYOUT i - I I ~ ~ ,a • L _ _ ~ i • I BUILaNG SETBACK , `
~ , - ~ ~ t- - L..
~ ~ NEW 20 SEWER EASEMENT / ~ z ~ f ~ - ' ~ h i L- ~Q I ~ i'.' ~ ~ 1+9
, ~ ,u ~ ~ Q x~- IIf TOWNHOME UNIT ~
/ i { eamss. I Ira ~ 1 ~ 1
' A o ~ ~ 8 PAVED TRAIL / / ~ - - ~ ~ ' I CROSSWALK ~ •
~ ~ 1,130 UN. Fi. MIN. i ~ ~~J • _ . I;~-- ~ j a i'~ oo ~ ,r , , _ -I I STREET SIGN 1 , 4
~ > -I ~~~ziA~11; ~~~~I~ n _ _ ~ + 1 , G & M of North Carolina, Inc. I 0 I r,
00 W / In d' .1 vV a A,w ~ J~ ~ ~ `l.y' I I WWW.ARCADIS-US.COM k1 I w
I ~ r ~ ~ ` J ~ _ _ _ _ • _ . - 801 Corporate Center Drive, Suite 300
o ~ ~ ~ I- M _ _ I ~ i Ralei h, NC 27607-5073
I ~ - ~ ~ Tel: [phone] Foz: 919/854 5448 Q / I to
0 1 ~ i I- ~ ~ 1 ~ J BUC STREET (51 R/W) < I ``I 51 R . ~ I I ( ~ 1 ~ ~ SEAL SEAL
° 3 ~ ,J ~ 'p ' Q I ~ ~ ,~ee+roa®eeeaaca
~ a r I 111 1 - ~ III I.i ~ II ~ q:
II E o f ~ I I F= Z l I ® C I (1 i. l 11 I~ I I I 1 I III ~ E AL 6'~
~ m I I I I _ ~ ~ I •I I o v ` 'i'„ r 1e . to I iII I•I 1• ~ II , = 0 I I , • ~ 1681 I ~ 4 ~ I ,o I I ~ I I e I ~ ~A ~ I . c~~ ISLS, <<,(, , : c~ e
i - ' - ' ~ ~ ~ I 4s70 9f. i'.. i I 1 0 111 0 1.1 0 I ~ ~ 11 i ~,,;y ~~,,~1c ; y~.F,y ~,,.~z,,~ I °a°°sr I•I III III ~A.~ II a~ E~"~~Olild~~ ~,G;~~ y~~~.,CiNE~;.~~,•
' to 116 L' 11 ~~I~ I, it ~ I ~ _ m I I i I I I I I . I • I ~ ~ , ~ 01 IFS ,,oo . I I. I i I III ~lV~ I I RANDP,~a`
I I I i I I I I. I ~V 1 ++++n+,p+N
' ~ ~ % NEW 20' PUBLIC SEWER I Y ~ . I I ,I I•I III X11 - III I.I ~ N
`5; EASEMENT AND GREENWAY L . _ . _ . _ . - . - ~ ' L _ - - ~ I I J L _ _ _ -1 - _ _ < < - - - - - - " ~ PROJECT MANAGER DEPARTMENT MANAGER
~ L_ ___J.__-- N'k'~I ~ ~ r - ~ _ _ . - -1- - -'i- - - 20' WIDE GREENBELT R, KING R. KING
~ ~(1U~, Per i ~ ~ _ - _ - - - - - , v ~ - _ _ _ f w ~ h'.---'~'-`- LEAD DESIGN PROF CHECKED BY
o N ' _ _ ! _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y0' WIDE GREENBELT T - _ - - R..iJ - C. RAUGHLEY J. BECKMAN p~orpuN
~ ~ t- _ - i C o . ~d r - ~ F WAKE COUNTY ZONING JURISDICTION, TASK/PHASE NUMBER DRAWN BY
m ~ - - r- NOT FOR RECORDATION ZONED R-30 ~
~E I SALES OR CONVEY~41V E , o00o e. HARRIs CS i '
>z° v ~ ; . ~ , PROJECT NUMBER DRAWING NUMBER ~ = 6~
~`7 0 60' 120' 180'
r NC403013
! SCALE IN FEET

co ri ht c 2003 PY 9 ~
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO HOLLY SPRINGS DESIGN AND CONSTRUCTION STANDARDS.
2. VARIATION SHALL EXIST BETWEEN ADJACENT BUILDINGS.
3. EXISTING BUILDING INFORMATION SHOWN IS SCHEMATIC AND
NOT FlELD VERIFlED.
_ ,
4. STREET WIDTHS ARE 27 BACK TO BACK UNLESS OTHERWISE NOTED.
+ 5. ALL DIMENSIONS REQUIRED TO LAYOUT PARKING, RETAINING
WALLS, DRNES, ETC ARE SI~WN ON THESE PLANS. ENGINEER WILL PROVIDE STAKE-OUT SURVEYOR WTTH DIGfTAL FlLE
CONTAINING ALL REQUIRED INFORMATION.
6. ALL PAVEMENT MARKING SHALL BE THERMOPLASTIC MEETING
~-r NCDOT SPECIFlCAl10NS. _
P18VATE STORMWATER % EASEMENT 7. All SIGNS SHALL BE NCDOT AND MUTCD STANDARD.
RETAINING WALL, TYPICAL - - - TOWNNOME SETBACKS BASED ON CODE SECTIG;. 2.09Ct.a(1)(a)
r--------~--------------- I - . . m . , . r - r--- ~ . . , . ~ . ,
I I III III III III III III II
I I I I I I l i l I I I I I I I I SE?BACK REDUCTIONS:
( 'I I III II I I II I~I I~I - I~ I I I III I ~ I III III III I I 1. ALL SINGLE-FAMILY LOTS SW~LI. HAVE 5' FRONT YARD
I I i~i II II II II II I.
I I I I III I I I I I I I I I SETBACKS AND SHAH HAVE A GARAGE LOCATED BETWEEN REAR I I I I I I ~ LOT LINE AND REAR BUILDING LINE, IXCEPT FOR LOT 140 AND I I I I I I I I I I I I I
i .I .~I I III III III III III III II 50.
I II II II I~I I~I II I• I 94 I I I 95 I( I 96 I I I 97 I I I 98 I I I 99 I( I 1 I I 2. LOT 95 SHALL HAVE A 20' FRONT YARD SETBACK AND A
I 1 I 8,284 S.F. I `~I 5,639 S.F. I I• I 5,609 S.F. I col 5,500 S.F. I ~cl 5,500 S.F. I col 5,500 S.F. I ~cl 5,500 I ~o FRONT LOADED GARAGE, SET BACK FROM THE
I I 8.2 I I ICI I ,nl I .,-I I ..-I I ,.-I I ..-I I PRIMARY BUILDING FACE AT LEAST 10. ~ I I II^I III III III III 11
~I I I~I 1~ II II II II I.
( I I PRIVA I ~ I STORK I PRIVATE 20' I I I II II III III III III II I STORMWATER EASEMENT I~ I I I I I I I I I I I _ I•
I _ I III III III III III III II
v I 114 22 L_ I I I I I I I I I I I I I' 22 III I ~ I I ~ I i ~ l I ~ I I~ I I ~
m _ _ ~ c>I I ~1 _ AI I '1 I III III III III III I I
Z ,I ~ ~ - - ~I II I.I II IT I.I I. I III I 1 I I I I I I I ~w, I I I I I
ml1 ~ ~ I I I ROAD 13. CURVE 9~. r _CURVE 9 ~i, o L---_ I I ~----T---J L----,•---J ~----T---~ L----T ~
_ I 93 DELTA. 115-36 ,5_~ ~ ~ ti ~ ~ ~ ~ \ I I L , . 5 ~ 50 ~f _ 50 ll~~ 50 D R 04 REVISED PER TOWN COMMENTS 74 X x x x~ x x x x x x ~ J ~
I RADIUS: 49.50 I I 6,315 S.F. DOC: 115-45 \ 9.50 ~ ~ ~ ~ - ~ x.aJ~ •45 ~ C APR 04 REVISED PER TOWN COMMENTS
I - - - _ _ _ LENGTH: 151.10 ~ 51.10 ~
- ~ _ . - - - - _ _ TANGENT: 1287.35 i1 I - _ _ iti 1287.35 i,1 _ i 19+00 S81'50'42"E 714.29' 20+00 B MAR 04 REVISED PER TOWN COMMENTS
r- _ - _ / I I _ 1i8~ - -
~ 5k00 SxS INV SS NE PUBLIC STREET (51 R/W) ~ NCR SIDEWALK _ _ 1 'ClQ tl0 ~ ERNE LA 27 g_B 5 CO ETE A 05 JAN 04 ISSUED FOR REVIEW
I - I,I ! ~ ~ ~ t~ 113 ~o
1 ROAD 3. CURVE 2 / ~ V~ ~ J ~ x ~ . u, _ _ ~ - REV. ISSUED DATE DESCRIPTION
I I 92 DELTA: 82-46 ! I RADIUS: 130.00 ra i 5,326 S.F. ~ ! rid .e e ~ o~ • ~ _ 50 _ 5---- 50 - 50 KEYPLAN ~~t'
I I DOC: 44-D4 I ~ -
I ~ _ _ - - LENGTH: 187.78 I < 1 1 1 1 I I I i I I I I A AREA B X31 e ~ I I I I I I I I I I I I I
- _ - - - _ - _ TANGENT: 114.53 i n I _ ~ ' ~ STA: 18+00. 1 INNEERNESS LANE - I I I I I I I I
~ '-----__iot' - - - _ ~ ~ ~ ~ STA: 75+51. 0' RdAD 13 ~I I I I I I I ) ! I I 1, ' 4 ~ I I I I I I f I ~ u„
I -1 ~ I I I I,, I / ~i I f. I I I i I 0
I I _ I I ~I STA: 16+99.33 INVERNESS LANE - I I I I I I I I l 00 ~ I1 I~I I~I i~
1 STk 74+00 ROAD 13 ~ ~x ~ I I I I I I i I ~ 1 i I I I I I- 35 AREA C AREA D 1 ~ .hi I (I 39 I I I I 3 ~ I 136 I•
( I 91 I I 1
I .5,311 S.F. ~ ( ~ 1 , ~ ~ 1 I 5,624 S.F. I ~NI I ~NI ! INI I I• 5,625 S scuE: = eoo~ ~ i 7,240 S.F. I I~I I •~I 5,625 S.F. I .~I 5,625 S.F. •~I 5,625 S.F. I .
, I L_ . _ - ~ ~ I •~I I I~I I I^I I~I I I" / / I I I I I I i I I i PROJECT TITLE
L - r... - I _ _ _ _ - - PRIVATE STORMWATER EASEMENT ! I I I ~ I I ~ I ( ~ I I ~
20' SEWER EASEMENT - p~ - ' ~ - J _ --J ! I I I I I I I ! i I . ~ , 5,l~ ( I I I I
- ~ .51 _ ~ I I I I I I I I I I I i t
1 PC_ III I I I I I I I I ~3 II III III II II
20' wloE GREtENe_EL? ~ ~ III so I 81 1 ~ I I I I I I r-' III I I ICI 5372 S.F. I I ONE WAY SIGN III I I I I I I I' I AINTED L J. L 1 ~ L - ~ L- - --L ~ - -•L ~ -
~ - - - - 1 I I I I I . "'>I X i I I I STA: 16+44.65 INVERNESS LANE _ ~ . I x cR SWALK .
' ~ / i ~ 1 I~ I I I ~ I h 1 I STII 30+00 PRNATE ALLEY ~ / j 20 GREENWAY EASEMENT III III ~ _ _ - _ I ' ~ 30 STOP SIGN 31+00 ' ~ 1' '4 2+00 ~ ~ 33+00 i B7 _ 50 S08 50 2"E ,1.594.58 50 _ 50 50 , _i. 50
/ 1 I I i I I I I / / / j, 1 I I I I I 43 50' • 50' SD 50' So' SUNSTAR COMMUNITIES Ix
I I I I - k -J -
/ ~ 1 I III I ?0`8~ - - - / I ~ I i I I I I - ONE WAY SIGN T _ T - -T • t-----~- ~ -T ~~----r•-r- III III II I I I I ?
1 I I ill . I - I I I I I PRA 5 ALLEY/DRAINAGE I I SCOTS LAUREL III (I III I
1 lo~ i 61 I I I I I 7 1 so IJ I I I"I I •al i k I k ~ I 1 I I I I I I I-
f' >I I I 6,062 S,F. I hI I ~ ! c~ 7,833 S.F. I ~ I III 62 I ~ I I 1 i t I I h l l 89 h I .41~ III II III III -.III I I I I II I~I II II II I I
1 I I III 6,635 S.F. I~. o f I III I I III III III I I o $ ~ I I 1 ~ 11 1~ I m SHEET TITLE
I I I I i I 5,400 S.F. I Nr 1 ROAD 12. CURVE 8 I I ~E cv I~ N tip I I I I I I I I ( I I I I I I ~ I III I~I III I
~ 1 oarA: 214-07 I I , I I I . ~ _ _ _ _ - I 1 I I I I I _ I ~ . RADIUS: 49.50 i I III I - ' - - - _ I I ~ ~ i~l I I I I I I I I I I I I IQ I I I I I I I I I N CONSTRUCTION PLAN I I III I, i I. I
1 DOC: 115-45 III I I l l r--__ - - ~ - I I I I I INI es I =ml ~ I ICI I I• I I I. I I I
1 . 1 I I - _ 108 - - 1 LENGTH. 84.98 III III I I _ _ - - - - _ . k k I I .~I I I~I I •NI 84 I .r,,l 83 I .r,,l 82 I I~l ` I 87 V I I I 6,218 S.F. I I 6,361 S.F. i ('-I 6 497 S.F. I I ~I I I "I I •'I w 6 3
TANGENT: 161.32 ~ - - - - ~ _ I I ~ - - 1 ~ I y 50 I I I I S.F. " I I I~ I I I 1 6,561 S.F. I 6,498 S.F. I I= 6,146 I I ~ LAYOUT PLAN AREA A
N 1 ~ i J I I I I v PP x l I I I ,M I III I I III III III I I M I I I I I I Iw
~ / /c~1 ~ ` I ~NI lovl! ~ I N I I I I I I I I I I w N ~I. III I.I I~I I~I I Icn
~ / i 1 . - / 60a III 5839 S.F. I / _ _ 125 _ _ _ _ - e~? \ I I ~ I i ZIII I'I III I I I I I I. I 91.1 III I.I ICI ICI I.Iw
? / - ~ 9 ~ III PRIVATE STORMWATER EASEMENT I 3 / i ~ 8 ~ + ~ STOP SIGI I mlll I~I III I I I I I I~
PRIVATE STORMWATER EASEMENT ~ I I , ~ ~ ~ o ~ / ~ ( ti III _ _ 5 BUILDINGS ~ STOP SIGN ~ I i I I I I ROAD 7. CURVE 6 I I I i I I I I I DELTA: 06-32 1 I I U
~ I II III ~I I( III I_;~ ~ I I I i I. I 1 1 RADIUS: 1000.00 1 1 I I
r* _ I I I I DOC. 05-44 I h -_---r---J I I I I I I I I ~ I I 4 - - - T _ _ _ J I I LENGTH. 114.04 I I G & M of North Carolina, Inc.
59 ~ 50 L____ I I I I I XI- T----~ ~ TANGENT: 51.08 X- x_.L ,---_J L__-_ ___J L_---- WWW.ARCADIS~US.COM
o z ~ / I 7992 S.F. ~ x ,~p I N V ' I m ~h W~ I x- o T , ~ X 7~ % %
~ ~ I I ~ ~ ~k ~ aw 5 PAINTED CRO AL} ~ ~ ~ 5+00 ~ , _ I I 4 ~ ~ ! v' o HINTED ~ ~ 801 Corporate Center Drive, Suite 300
a M I _J it ~ k ~ o° 5 Raleigh, NC 27607-5073 S078'34'41"E X5,55' 57+00 Tel: [phone] Faz: 919/854-5448
N ~ ~ _ --I _
i _ 120_--- l h ~ BAI~Y SHANNON - _ _ - sEaL ~~~u?uu? sEAL STREET (51 R/W) 58+00 59+00 ~~H
N ~ / I 3 ~ I 1~ ~ti . • 5 CONCRETE SIDEWALK ~
~ ~ I I i~ xti , - I OI _ _ - so' x , ~ ; Q
° E ~ i 58 \ ~ ~ STA 55+78.19 BALL'S S NON WAY = I 50 ' , 0
E° I i I I ~ I t= ~ j 1 ~ ~ I I STA: 15+0 NESS LANE I I = I I _ 50' - SEN. I I I I i 5U _ 20144Q~ : - NE I I ACCESSIBLE 1 I I I j - - - - - - 5_ _ _ _ 50' 0' - ~ - -
/ / / 6,215 S.F. 1 Q ~ STA 54'h19 BALEY SHANNON IW ~ I I I I I HANDICAP I I ~ I I I i 1 I- 1---------i r-- I I ~
o° a° % ~ / ~ ?J / / ~ I I I I I / / ~ - ~ N , , ~ STA 72+31.62 ROAD 12 I I ! I I I RAMP CURB CUT I I I I I I I I ~ I I ••FN61NE~~•• . I TYPICAL I I I I I 1 1 i I I I I ~i~ q
I 1 I I I I I I I ~ I I~?? V ~D S1~ 0~ I I i I I I I I I I I I I I ??+?smmu~~
~ i ~ i I I! ! I I I I ~ / r \ 0 I I ! I I I II i 1 I III III III III I I ~ I-. I I I i~ sEU rai vum u~ss sou nNU uarEo
/ ~ - ~ - ~ ~ ~ /SETA: 53+36.83 BAL1Y SHANNON WAY = I I I I I ~ / ~ ROAD 7. CURVE 56 ~ ~ ~ (I 64 I I I I I III I _,,,I~I,• I I I~ I N I I I ( I I I ~ I I I I I I PROJECT MANAGER DEPARTMENT MANAGER III I I. 1 ;I I I_ I I' I I' I I
° i / I I DELTA: x-00 ~ STA 10+00 ROAD 12 z I • NI I i ~ I ~ I I III I " I I I I I I I I i~ R. KING R. KING
RADIUS: 138.00 63 9 I ICI 5,625 S.F. i .NI I I• I I ~ / i / ~ ! I ~ ~ / - I 57 ! ~ I I ~I 5,625 S.F. .~I ~ ! ~ I ~ DOG 41-31 / 10 234 S.F. 0° I i l i I I ~I I• 66 I I II II II I. 5 S.F. I . ~I I. 67 I I i~ ,1 I,~ ~ l.. I I I I I I ~I 5,625 S.F. I . ~I I• 68 . , . 1 I 69 I ~ I I I I 72 I LFAD DESIGN PROF.. CHECKED BY
~ i ; / ~ 1211 S.F. ! ~ I i I ° ~ LENGTH: 216.77 I $ I ~ I I i I I ~ I rl 5,625 S.F. I• ~I I A N I I 70 I I 71 I I I. I III I ~I 5,625 S.F. I F i I•NI I , I I I. 15 625 S.F. D. SMITH J. BECKMAN
~ II o I TANGENT: 138.00 I + I III ~ i I I ~ .E / ~ i ~ ~ I I i 1 1 , 1 1 I ~I 5,625 S . .~I 5,625 S.F. ~N I •NI ~ I i III I I ~ I ~ I ~I 5,625 S.F. ~I I I
I .-----1 ! I I I I I ..a i / ~ i i .-.mil! s I I I I I I I I I I I I I ~ i I I ~I i t TASK PHASE NUMBER DRAWN BY III I III 1 II I / I I I .I I i I I I I I I
° I - 140 ~ I I I ! I ~ I I I III I I I III I ~ OCJO B. HARRIS III I I.I III 1 I I I II
~ o ~ / r~ 1 1 I I ! I I I I I III II II I II I. I I I I I I I I ~ 1 I PROJECT NUMBER DRAWING NUMBER
I I ~ I I I~ ~ ~ ~
U ~ ~ ~ r _____T_ I I a~ I 119 -._I ..1 ___.,_I I I I I _ I I I 0 30 60 90 _L____ 1 1 MATCHUNE, SEE I S C2.01 C . I I I I
/ I r 94 50 I I ~ I ~ NC403013 • -5D _ ~ _ I I - , I ,
7 479 S.F. - ~ - - . i,. _ . _ . 50 - - _ ~ I I - I _ SCALE IN FEET
_

/ ~ ~ / _ _.~e i I ~ I I I i
i / / ~ ~ ~ / i ~ i ~ / ~ - I I I ~ I II I~I III I II I~I Ii I co rihtc2003 I I I I I I PY 9 0 I III I ~I I I i~ I~
/ / i / % I 40~ ~ I ~ ~ ~ i I / ~ / / i ~ ~ I ~ ~ ~ ~ I ~ I ~ ~ ~ I I I I I ~I ( II I C I I INATCHLINE SEE I S C2.01-A III I i~ l I I I
( I I I I I I I I I GENERAL NOTES:
/ ~I ~ ~ i --I--I / - ~ ~ % " ~ ro _ • 119 ~ i I l - __-___I I I I I I I I I I I I I I ~ _ 11. SEE SHEET C2.01-A FOR NOTES.
i 2 P lIC/SEW~R k~ASEIGENT' ~ _ _ ~ ~ _ _ - _ _ _ i~ I r - 94 50 T / R NWA1'' EM~NT% - 56 -•--~r~-~-•-~._, 50 I I - I -~-L _ I I ~ I I I I I ~ I T I _ I I -~L _ I ~ I I I I I I T
/ i D EAR ~ - 1 50 _ . _ _ • / / / l - 7,479 S.F. I - ~ - - - - ~ R ~ - I / ,t _ - - ~ _ I 50 _ T - - _ I I --~-L-f- I ----~-I-
/ ~ ~ ~ i" ~ / ~ ~ / ~ • to i I .TM. ~ ~ ~ I . T -,-..L. SGT----- ~-•----T----' L--r---°-~ - 50
/ ; ~ ~ i / / ~ , ,i ~ ~ I , _ J ~ PRIVATE DRAINAGE EASEMENT I I I ~ / i PRIVATE DRAINAGE EASEMENT I 50 50 . - ._.J. - _._._.I® - II - ,,I II -
~ ~ I _ _ _ _ - ~ I I I I I ' ~ ~ % III I ! , a r
/ ~ I - - ~ ~ I ~ I I I I ~ I I I I RETNNING WALL (TYPICAL) r ' ~ ~ , •
f/; ~ / ~ I I I I I _ i I III III 3p, , • . III II r r~~_. I I ill ,
/ i 6 / ~ ~ - , ~ 50 ~ I i i ~ / DELTA: 90-00 ~ ' I ~ ~ I I / / / ~ / \ ~ 1~ ~ 7,811 S.F. I I I I ~ I I I i 1 1 s Tom,,. I I I I I. ~s ~
i i / RADIUS: 138.00 1 ~ I I I I ' I I) I III 1 II II I~ 1 1 ~ 30
~ / ~ ~ ~ i f ' ~ ~ DOC: 41-31 ~ a ~ ACCES~BLE HANDICAP I~ I i ~ ~ ~ ~ / / ~ I 49 I"' ~ ~ I I ~ ~ ~ : LENGTH: 216.77 .RAMP CURB CUT TYPICAL I 48 I I III 1 I• I I I I ~
~ / ~ ~ /I ~ ; ~ ~ a ~ ~ I I I I i ~ , ~ ~ TANGENT: 138.00 ~ `~9 15,625 S.F. I ~-I / ~ i ~ / , ~ ; ) ~ I 5634 S.T. h~ - I I I ~ ~ 1 I 47 I~ • • I I I_ 1 • I^~ I I ~ I~. I ~ - I- 1 29 l
/ ! / , ~ ~ ill I l I . I I / / ~ j ~ ~ a.~~'~ 9,198 S.F. ~ ~ ~ I ~ ~ III 5 I 5634 S.F. I"I I r, I", ; 1 1
I I I 5,634 S.F. I ~ I 634 .F. N 30 .I III 5, S I I ~ I ! l iIi III ,N 1 31 .
i % ~ I ~ / ~ ~ i ~ ~ ~ ~ ~ I ~ I I I I I I I ,I L,, h 32 •
~ / ~ ~ 1 ~ ~ I I ~ / ~ ~ I I Iii I. I III I' I 1- 1 I 1~ 1
~ ~ ~ t~ I ~ ~ , j / , } k , I i , . I~I I 1 111 I!I I r I~ III I! 1 ~l
~ ~ I I I ~ I i ~ I. I I I III 1 PRIVATE I I I I I I ~ f 1 DRNNAGE
' , I I ~ I I 1 ~ I I I I I I j EASEMENT ~
l / / ~ ~ + 50~ / . ~-T----~ I I I ~ I 1 50 ~-T----~ I ~ I f -
~1 ~ / /,~~,0~ ~ ~ ~ i j ` Apo 50 I L~,~o J I 1 ~
` / ~ ~ 3' ~ ~ % % ~ ~ ~ .r U •18' 0 . ~8 ,g9
~ / ~ ~ ~ ` ~ ' ~ ~ a
~ / / , / % ~ 1 _ oo lLY SHANNON SLY SNAN ~ ~ ~ . ~ ~ ~ 33 NON SAY ~ ~
/ ~ ~ , / ~ f ~ i i i X PUBLIC STREET (51 F i f - 248.90' 1LIC STREET - 48+
/ / / i ~ 9,189 S.F. i ~ / ~ ' / j ~ i / i C
i i~ ~ i' ~ / / 1 . ~g9
~ ~ i' .`o. ~
~ i ~ ~ / ~ 'L,~ ~ ~ey~j ~ r- I x~ °r., / / / ~ ~ ~ ~ 9 / / ~ I ~ I ~ X ~ !G i i'
/ ~ ~ ~ ~ / I I I / / j' / ~ i / i ~ I I I ' i i ~ i
~ ~ / / ~ i ' ~ ~ l l I ~ i ~ I. A / / ~ I ~ I
/ / / i / ~ ~ ~ ~ ~ ~ I I I . j ~ ~ X ~ Aj ~ gg
/ i ~ ~ ~ ~ l ~ ~ . / ~ ~ x ~ ~ 36 ~ . i~ ~ i BROAD 7. CURVE 4 $ ~
i% / ~ i/ i / l I I ~ I i ~ ; ~ \ ~ i i 8,691 S.F. ~ I I I / ~ / / ~ / i ~ I ~ / ,DELTA. 83-43 p~ ~ ~ D 30 APR 04 REVISED PER TOWN COMMENTS i ~ j RADIUS: 130.00 / \ \ . ~ ~ ~ ~9g
/ ~ i ~ A ~ / i / •~l I I I I / ~ ~ r ~ j ~ ' v v / / ~,~1 III i / DOG: 44-04 i ~ i' ~ i'
i ~ ,1 i % / ~ ~ / / I I ~ I LENGTH: 189.95 / ~ \ ~ ~ ~ 37 ~ ~ C 08 APR 04 REVISED PER TOWN COMMENTS
/ ~ ~ ~ ~ I I- I ' / / i \ ~ I l 52 i •NI v cl TANGENT:116.41/•~ / ~ • 28 ~ i' B 01 MAR 04 REVISED PER TOWN COMMENTS
/ i ~ 1 / I 51 I~• ~ ~ / , ~ / ` ~ ~ 8,592 S.f. / / ~A ~ ~ ~ 38
/ ~ / v / r Ii I / i ~ / / / ~ ~ v ~ ~ ~ I I i 6,035 S.F. v, i • i ~ i ~ ~ I / / • r ~ A 05 JAN 04 ISSUED FOR RENEW
i i/ i i/ ~V I ~ ~ l ~ I I / ~ ~ i ~ ~ 9~a / I cal
~~r / ~ ~ ; ~ j ~ ~ PRIVATE DRAINAGE EASEMENT I I z i g•i / / 1 ~ REV. ISSUED DATE DESCRIPTION
i ~ ~ / ' ; / 1 ~ ~ f I ~ I /
/ / ~ / ~ mi ~ / ~ / / ~ i i ~ ~ I I ' ~ ~ ~ ~ / / I I i / / L ~ I / .i~ KEYPLAN
/ ~ ~ % / / ~ ~ ~ I I ~ ~ ~ / I I I ~ ~ / • . / / ~ . AREA B i i _ / ~ - AREA A / • ,~1ti 25 , / ~ . _ 112'
~ i / / ~ / i I ~ ~ / /
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/ ~ i / ~ / i ~ ~ ~ '
i, / / / ! ! 8 PAVED TRAIL, SEE C2.06 I ~ ; / / / / , / i ~ / / ~ - - - I 112 AREA C AREA 0
i i ~ -7_ / / i I I ~ / / x ~ 4D -
i / , ~ l ~ / / / ~i/ i i i / i i
/i ~ / / 1 ~ ~ i ~ i' / i ~ ~ , ~ ~ - " - - _ _ ~ . i i ' i ; 112 PROJECT TITLE i
~ / / i ~ i~ ~ ~ r . I~ " / i / / ~ ~ ~ j r^ ~ i ~ ~ H' t ~ % / ~ • ~ ~ • ~ i ~ " i~ I~ 41
/ / / ~ L_ ~ ~ i~ / / / / ~C/ ~ i / i % i~ ; ~ r , / ~ i O 7 i ~ ' ~ i~ i i ~
i / i i / a~ - 0112 { cv
i ~ ~ A~ A EMENT ' i ~ i / / / 20 SEWER EASEMENT ~ / ~ i ; ~ r ~ PRIVATE STORMWATI?R T ' r, ~ . _ . - U
~ i / i ~ i ~ ~ ; i r ~ ~ - I 42 . ~ _ - 1 ~ 112 ~
1 ~ , / i / ) v' i / ~,Ir. 20 GREENWAY EASEMENT ~ , / f r , W i~ ~ ~ I
i ~ ~ / //i/~~~ I Y4 4 ° ~ W
i f i ~ / ~ i ~ / T~ / , ~ / / i % / ~ 1 ~ i l ~ W SUNSTAR COMMUNITIES
/ / i' ~ ~ ~ ~ ~ i ' ~ I _ I - - _ _ _ _ - ~ 5 CONCRRETE
% j / / } ~ ~ i . _ . - • - - • - • 12' l Z SIDEWALK t+.i
/ % / / ~ ~ l ~ = SCOTS IAUREL
% RETAINING WALL, TYPICAL I°° , ' ~ ~ V F._._._._• 112' h _
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i /i / I / i i I _ i loo ~ ~ SHEEP TITLE
/ % ~ / i / / l _ _ _ STOP SIG
f ~ l~ `PRIVATE STORMWA' i ~ ~ ~ , - •112 I PRIVATE STORMWATER EASEMENT I x CONSTRUCTION PLAN
~ / / ~ ~ l ~ WI 101+00 - IW 21 tot 52.88 _ -
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/ ~ ~ ~ ~ i ~ s / / / ~ ~ ~ STA: 44+50.50 RALLY SHANNON WAY 3t _ B _ ' _ . ~ ~ LAYOUT PLAN AREA C
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~ / / ~ i i / ~ ~ / i / ~ / ~ / ~ ~ % j - • - ~ - + •112' l ° ~ I I G & A4 of North Carolina, inc. I + o,- ,
az ~ J ~ ~ / ~ / / i ~ ~ ~ 1s •I ~ I I WWW.ARCADIS-US.COM
N U % ~ / ~ I°° I > W ' -
' . _ . _ . - ~ - • - ~ ° ~ X C0 X ~ a I I 809 Co orate Center Drive Suite 300 I-' _ 112 ~ ~ a w rP '
3 ~,,J / / / / / ~ / / i ' o / / ~I ~ > I- I Raleigh, NC 27601-5073 l~ 18 ~ m i6 Tel: [phone] Fax: [phone]
~ M ~ ~ f ~~-I y l I
z ~ / / ; - 112. I ~ a l SEAL ~pui u ~ SEAL
c°w / ~ .3 ~ ~ ~I I e I I '
s~ r~/' i ~ ~ yy • E l 17 ~ - I X l - • ~
~ ~ f~ / i~ ~ ~ ~ E • U • I ~ m tJa ~ SEAL
E o ~ ~ / ~ ° ~ ~ / / tt2 7 Z~ I a 20144 . - L._.- o -
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_ - _ _ _ - - - - X H X SEAL NOT VAIJD UNL:SS SIGNED M!D .DATED _ - _ _ _ _ _ _ - - - - " 20~ y6DE GREENBELT PROJECT MANAGER DEPARTMENT MANAGER
t / / / / i~ 8 _ _ _ r - R. KING R. KING
~ ~ •r _ M -
~ i / i~~ ~ ~ ~ N ~ ~ ~ ~ - ~ LEAD DESIGN PROF. CHECKED BY
O i i N ~ / / / - w_ ,i ~ - D. SMITH J. BECKMAN
t r ~ i.. _4~-__ _ TASK/PHASE NUMBER DRAWN BY
• ~ -•1-_- e - . o • 0000 B. HARRIS •
E r~ , PROJECT NUMBER DRAWING NUMBER
° ~ ~ z v ~ o d
V N Q ~ 0 30' 60' 90'
NC403013 • sc~LE: ~ _ ~o _
SCALE IN FEET

~ 1 I ~ - ~ ~ ~w i
t ~i A ~ _._~..v_ ~ ~ ~ sl ~ ~ t 1 1 ~ " i ~ co ri ht c 2003• y l~, i ~ - - PY 9 ~ ~ _
r7. Y ~ L. ~ r
i , } i ~ ~ .r ~ SEES ~ C2 ~ / ~ ; , ~ , , i , ~ /i _ v GENERAL HoTES:
j, i , ; , ~ , i i ~ U ~ x ;y emu- ~ ~ '~r~e__ j! ~ ' ~,,,i ~ ! r, i~ ' % ~ , , ~ ~ ~ ~ V;; n ~ ~ , 1. SEE SHEET 0202-A FOR GEN NOTES.
~ C. 4 ~ ~~r , `x~ ~ ` ~ - -416 ~ - ~ -f - - - _
~ _ T , _ - ~ ~ - ~ ~ _ _ a-- ~ r
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i ~ ~ ~ /i r. . >>.'~i ~ ;'WITH MAX, 2~ SItlE SLOPE , ~ A ~
~ ~ ~ 'y ~ Y, ~ ~ /i ~ / d- ~ ( ~ ~ ~
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' E ~ F I r> 5
lr r S ; ~ ~ ~ ~ ; : TOP 0~ BERM I ~ ~ , ~ ~ E ; ~ ~ ~ ~ C 30 APR 04 REVISED PER TOWN COMMENTS r - / ~ i . R. - ~ ~V\ ~ i TOP .DF ~ BERM 394.0 ~ "L y . ~ ' ~ .
w ~ ~ ~ ','s ~ ~ _ ` G . 0. ~ ti
~A 1 ~ ~ i .r \ i i TEMPORARY DNERSI01 C 1. ~ ~e ! k0 0 a - . ' B 08 APR 04 REVISED PER TOWN COMMENTS dPORARY DNERSK)N,I)fTCH = ~ ~ ~ ,
, , , ~ , ~ , ° ~ ,i , ~ 1 , ~ ~ ~ goy w . j.p ~ _ ~ . i I ~ ~ J / y ' ~ ~ ~ 1 ~ a y ~ \ i ' ~ : ` ' ~ ° ~ , ~ ~ A 01 MAR 04 ISSUED FOR REVIEW
I ; ; ~ ~ 1 ~ 3g0 ~ 1 ~~/i~' ~ ~ _ ~ , I i ~ ~ ~ 1
a- ' SILT,#T:NCE OUTLET, TYPICAL . _ > _a \ , ~ I ' \ 1, ~ . ~ \ ~ REV. ISSUED DATE DESCRIPTION
1 41 ~ I 6 ~ ~ ~ f~ o,~ ~ r?`~ ~ I ~I ~ Y ~ ~ TEMP,ORARY DNERSI "'BERG :1 \ a iY DNERSI "'BERM ~ s4_ip --fir--- ~ ~ ~ ~ j KEYPLAN »
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~ ' ~ . , ~ ~ ~ ~ ~ 'WITH MAX, 2:1 SIDE SL'nPE ~i I 3 ~ ? _ ~ ~ - ~ ~ - ~ ~ I ? AREA B 2:1 SIDE SL'OPE' ~ _ " ~ ~ AREA A
;PERMANENT RISER~BARREh ~ ~ ~.1 ~ ~ ~ _ l ETAI a ~ SEED L SHEEN ; 1 ~ ~1 ~ ~ _ ~ t.~ ~~'a
ti i ~ r', i,t r1 ~ 1 ~ ? ~ - Sf~iP I \ ~ / ~ _
i ~ ~ X '.I. ? - I ~ Tk~IPORARY DIVERSION BERM ~ ~ ~ ~ ~ 13 ~ ~ ~ ~ ~ A\~A
~ ~ ~ t ~ ~ P MANENi SPILLWAY ~fOP ~~,BERM 402.Ot_ X 5 WIDE ,~i ' , , "i ' I ~ W~ 1~4X.)2~1 SIDt:~ SCOPE ~ • ~ ~ ~ ~
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.I. I ~ \ ' I I ~ 4i ~ ~ }Y /
tl ~ ~~t~ / %PERMANENT,~IP RAP;bISSi~AyOR, ~ I'~ ~ / / - - I a ~ i ~ ' ~ scat: r eao~ j ~ % / ,
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~ , ~ PERMANENT POCKET '#3 ; ~ ! i _ - - ~ i r= % 41 ~ /
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~ I ' ~ % ~ ~ I ~ 39C - PERMANENT RISER/BgRREJc' `RE ` ~ ~ WfiH TEMPORARY FlLTE~'CONE. , STALL ° ~ }
\ _ t 1 ~ ~ ` / ~ ~ ~ ~ SILT FENCE BAFFLES AS SEiOWN.~ . f - ~ / ~ ~ 4,10 ourLET rr~caL I ~ . ~ SUNSTAR COMMUNITIES SILT FENCE ~ ~ ~ I ~ ' ~ ~ ! 4h G
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' DUR~VG CONSTRUCTION. NSTRUCT IUCT H iC2.03-C ~ ~ _ - _ -i"~ I I ~ , SEE S EET ~
/ } ~ / ~ / : , ~ ~ PE~MMIENT RISER~BARRIb STRUCTURE ~ ~ ~ , I~~, CTURE / _ / ~ < < ~ ~ ~ ~ V a -
i~ SILT FENCE OUTLET'TYPICAL ~ TEMIPORARY FlLTER'CONE INSTALL ~ ~ , ~ ~ ~ ILT FENCE BAFFLES AS SHOWN. INSTALL / _ ~ ~ R _ / ,~9 a, ~ SHEET TITLE
~ 1 ~ ~ ~ ~ ~ . i ~ ~ d~Tl ~r~~ I ~ ~ _
~ ~ / ~~,ti,~ ~ ;n ~ SFffi1P ~ ~ i ,SILT; fENC~ OUTLE~ CAL ~
~ ~ ~ , ~ ; ; ; ~ SILT FENCE OUTLET, TYPICAL ~ a , ; : . . % ~ ~ ~ CONSTRUCTION PLAN . ~ / I ~ ~ ~ ~ ~ , I ; ~ ~
v, v / ~1 ~i / I 1, ~ II~ , ~ e , ~ EROSION CONTROL
U 1 r' i ~ ! ~ ~ ~ / ~ q ~f___ , ~ ! _ ~ ~ ~ 1 AREA C
O / ~ ~ ~ - ~ j } ~ / x'38 - -~`i i
x ~ ~ I E ~ ~ i~ _ I v , ~ D-5 ~ ~ ~ n~ .x ~ ~ ~ Iw
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J+ ~ ~ ~ ' ~ ~ ' ~ ~ ~ ,r' ; 1 ~ 3 % ' J' ~ ~ I. If ~ ! - ~ I
~ ' ~ ~ ~ PERIGANENf RISER BAhR ' t ~ !
SEE DETNL SHEET ; o v l ' > ;
~i l ~ I , ~ ~ ~ ~ ~ x • ~ ~ • ~ , ; G & M of North Carolina, Inc.
E ~ i~ ~ ! ~ ~ l i ~~~~o~ oo~r~, ~ ~m~oa r ~ a ~ . , WVVIN.AR ADI - . OM C SUSC
~ z / - ! i , ~ I 1 ~ 1 ~ ~ ~ ¢
} ~ ~ , ~ ~ ~ ` T I x, ~ I ~ , ; x; 801 Co orate Center Drive Suite 300
~ / , X ~ i PERMANENT RIP{-RAP D IPATOR, ; , , / I } ~ ~f o M \ : SEE HEET C2'.03-C ~ ~ ~ ~ ~ ~ l , :_i. ~ r, Raleigh, NC 27607-5073 ~ 1 I ` ~ ~ ~ ~ ; ..p III ! ~ ~ Teh 919 854-1282 Faz: 919 854-5448
o ~ ~ ~ ~ ~ ~~V ~ i t.7 C 1 ~ : ~ 9 t,l / / I ~ _ ~ ~ r ~ x z
g i~ ~ ~ ~ ~ ~ ~ ~ i i~ , ~ ~ ~ . ~ , , ~ %'~i' T I ~ I - ~ .1 < I~ ~ , ~ SEAL °1~uuu„ SEAL
N ~ j ~ ` , ~ s PE~MANE~fT IEVEI SPREADER, r ~ ~ i 1 SEE SH)tET C2.03-Q W 396 ~ N ~ ~ a ~ ~ ~i~
% ~ ~ I, I. ~ ;3 7~ ~ ~ i Vas.A'~~A~~.~~ l ~ • ~ . r I
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E o X / ~ PIPES WNDER GREEt>IWAY; ~ . ? ro , e ~ ( ~ _ ~T~; / i li , i ~ SEE SHEET C203=C ~ 412 ~ ~ ~ I
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~ ~ ~ I, i r ~ v ~ .1._~---s ~~e- - ~ I - N T"""---39a WIDE GREE~~~~``LT 1 dcTP- 0 ~r°'- ~ PROJECT MANAGER DEPARTMENT MANAGER
~ - - - ~ - - R. KING
~i % ~ - ' 1 I ~ \ - - __sEa~;, I LE N : ~ _
i ~ t ~ 1 ~ \ '.l ~ ; ~ ~ ~ `l ~ LFAD DESIGN PROF. CHECKED BY
o ~ ~ I______. ~ / t r ; i i _ v_ , I - i -tP- TREE PROtEC~O,t~,;PENC~E D. SMITH J, BECKMAN t _ _ ~ ! i !
. ~ o ~ ~ _ _ - - a i' i - ~ ~ / i i I NSF SF SF SILT FENCE ? TASK/PHASE NUMBER DRAWN. BY
~ r l ~ 1 ? ( L_ / ~ ~ 0000 B. HARRIS
N i ~ ~ ~ , SF&~ SF&TP SILT FENC 1 AND TREE PROTECTION FENCE / ~ l ~ I I PROJECT NUMBER DRAWING NUMBER
>Z ~ - ~ ~ - - - - - - - LOT LINES?
a ~ ~ / ~ 0 ;~0' 60~ 90~ ! I
~ / ~ k ~ ~ ' i ~ ~ I STORM DRAIN AND INLET WITH INLET NUMBER " . ~ NC403013 ¦ SCALE:1 30 , XX
SCALE IN FEET

LEG N ; co ri ht c 2003 ~Q PY 9 ~
-TP-TP-TP-TP TF- TREE PROTECTION FENCE GENERAL NOTES:
1. SEE DETNL SHEET FOR CONSTRUCTION SEQUENCE. sF sF sF SILT FENCE
2. EXISTING UiILHIES SHALL BE FlELD LOCATED AND MARKED PRIOR sF&TP sF&rn 51LT FENCE AND TREE PROTECTION FENCE TO EXCAVATION.
- - - - - - - LOT LINES ' 3. PFltMANEM STORMWATER BMP'S MUST BE CERTIFlED BY AN
' ENGINEER AFTER CONSTRUCTION. a;~_ -~-~-~R , STORM DRNN AND"INLET W(lEl';~~NLEf IJUMB~R
r~1,
~ ~ i ~ ~ _ ~ ~ ~ _ i
' - PERMANENT RISER BARRE TEMPORARY DNERSION B M ~ f RISER/BARREL, TOP OF BERM = 41 t X 5 WIDE ~ /
/ ~ ~ , SEE DETNL SHEET . SHEET ~ ` ~ WffH MAX. 2:1-SID SLOPE ~ !
___.----~,-~~,ERMIWENT RIP'!RAP DIS5IPATOR, _ SEE .03-A ~ ~ ~ ~ ~ ~ ~ _ ' 1 - i - _ _ i
~ MEET C2 , , . ~ _ -----...mot - i - -
TEMPORARY SEDIMENT BASIN "A" Ui1lIZE PERMANENT POCKET _ - 4', _ ~ ~ . . / .
W DS 1 DURING CONSTRUCTION ' CONSTRUC~~ ~ EfIAN ~ r ~ ~ RARY DNERSION DITCH ~ ~ i
PERMANENT RISER/BARREL STRUCTURE WfTH TEMPO~ARY FILTER CONE. INSiALI SILT FENCE`BAFFLES ASS ~ ~ ~ sr-e~~~ ~ r~rn-- sf~TP:~~sF~~ -sf~t~---~- T~ -
{ . ~ ~ ~ a ~ , ~2s--f i 1
- ~11 ~ ~ . _ _ 42B ~ _ THE PERMANENT STORMWATER BMPS FOR
/ ~r-_ ~r u. ~ t ~ - ' ~i THIS PROJECT REQUIRE ENGINEERING
~ - ~a~ ~ ~ \ IY, i ~ , ; ! ~ i , I ~ ~ I a ~ ~5 / , ~ ~ / ~ ~ CERTIFlCATION AFTER CONSTRUCTION>
/ ~ ~ ~ I ~ fl
r ~ ~ - ~ ~ ~ ~ ~ y ~ ~ THIS PROJECT DRAINS TO AN UN-NAMED
v.. _ " I ~ ~ I TRIBUTARY TO MIDDLE CREEK AND IS IN THE
-r - - - PERMANENT SPILLWAY, x - ~>y a, ~ i ! ~ ~ I ~ I i NEUSE RIVER BASIN
. ~ 1 ~ s~r ~ _ ' SEE SHEET C4.03-A ~r- ~ ~ ~n
~ ' -x-X~j'~ ~ - x x i yY }Y~ A F I ~ I ( I k,. V Y~y i~ 1 X ~ v\ - U ~ i ff1 ~ k TOTAL DISTURBED AREA - 30.5 AC.
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o _ , r, ~ ~ m ~ ~ Y I I x~ ~ ~ I C I
c1 ~A \ _ / ~ iD ~ ~ V'~ A A ~ ~ ~~~~,~y V ~~`v. ~ ~S, , ~ I ~1~~ 1 T
I k i`. I S ~
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_ _ - ~ ~ R, ~~%f ~ ~ ~ / h~ ~ ~ a 8 08 APR 04 REVISED PER TOWN COMMENTS
p`+ r' ~
P I - ter' '1 ~ f r ~ , ~ `r; ' ~ _ A Ol MAR 04 ISSUED FOR. REVIEW
i I - ~ R, ~ - - - ~ - - ~
TEMPORARY DNERS~ON DITCH ~ ~ e`° I a. i ~ i ,t F; ~ S5 ~ ~ EV. ISSUED DATE DESCRIPTION . ~
j'. A, ~ ~ .ti , r~~ - in ~ d d a a~ ~ ~ a
~ t KEYPIAN ti~ I ! i~~
k AREA B ~ f' ) / ~ , AREA A
~ I ~ `1~_ ~ ~ .r I / I ,.a r ~ it ~ ~ / ~ I ~ / ~
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~ t f ~ '~t+ , a 1 I ~ ' ~'x, ~ ~ ~ ~ I
t K ~ C ~ ~ ~ TEMPORARI~ ~ IMENi BASIL "B UTILIZE PER ENT POC ET , , ~~1 , . ~ I ~ ! `I ~ ~ ; ~ 1 ~ AREA C AREA D
WEfIANDS ~ ~ DURING CON ON. CON UCT E ~ ; ~ ~ A PERMANENT R BARREL UCl`URE WITH PORARY ~ ~ ` ~ ~ I l a
~ ' ~ ~ SHOWN. ~ i ~ ~ , ~ILTER CONE. NSTALI..ILT F'fN~E BAFFLES ; , , ; 1, ; , q , ; ~ . , Y ~ seuE: _
1 ~ _ _ 1 = -~c~ - ~ p~ ~ i a ; 418 ~ I PROJECT TffLE .I 3 I I ~ I 1
~ A ~ x - ~LT FENCE OUh.ET TYPICAL ''PERMANENT LLWAY ~ ~ - ~ _ _ ~ - , TE RARY DNE 0 D Y MP RSI N ITCFf I ~ t ~ [ I / : 'I
f ~ ~ . - ~ r, 1 ~ ~ SHEEP C ,03-A - ~ - ~ ~ ~ ~ ~ ~ ~ ~ . ; ~ , I ,~I I ~ p / I i ~ ~ i ~ ' / % ~
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l ' ~ , ~ + \ ATP , , - i T . i ~ ~ ~IBE~T I j ~ i ~ j ' / ~I ~ I i
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G E ~ETAIL SW ~ \ ~ II I ( ~ ~ I~;; i/ ~ -
,F } , , ~ ~ ~ ~ ~ ;r, ~ i ~ Y
% ~ ~ 6' ~ O c~ \ I I 1jl % - ' tD ~ v' ~ OA ~ ;~"r I ~ I ~ m SHEEP TTfLE i I E' , ~ ~ ~
~ - i \ ISSI TOR RIP ~ D i EN'i ~ \ ~ r ~ I~ I ~ ~ I N
SEE SH~ET,rE2.O~-~ _ ~ \ ~ ~ _ f ~ ~ lA I ~ z ~ ! I ~ a ~ - CONSTRUCTION PLAN
i~ ~ ~ ~ ~ V ~ ~ \ A , ~ ~ ~ - 1 l ! ~ 1 j t \ 1 ~ 'i ~ ~ I
3 i ~ ~ A _2 ~ v ~ ~ ~ ~ PERMANENT Lk~EL 8`P EADER, \ \ , ~ - ~ ~ I ; ~ EROSION CONTROL
i ~„y~h I I I I I ~ ~ ~CY%~`~: AREA A
N / ~ / ~ ~ , ~ t ~ ~ ~ a ~ r \ E I ~ ~ ~ ~ I
i ~ \ ~ ~ ~ I - I I I I
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z j ~ ~ j ~ '~l \1 ~ ~ ~ A ~ e _ ; ~ \ ,t ~ ; ~ , I ~ ~ i I I i
I ~ p / , G & M of North Carolina, Inc.
E ~ i ~ s~ 1.\. ifi ~_~~/M R P~. I _l ~r~---I!r~R R WWW.ARCADIS-US.COM
Mz ~ ~ / ~ ~ ~ .i. ~ I t ~ N O r/ ~ ~ / ~ ~ ~ v ~ ~ 32A ~ ~ ~._._,_b~--~ R A A R A R R e ~ ~ ~ ~ ~ ~ ~
f / / ? ~ ~ , / ~ ~ ~ I k 1 ~ h i ~ e ~ ~ y . _ ~ ~ 801 Corporate Center Drive, Suite 300
3~ / / / ~ ~ ~ ~ ~ ~ ~ , - _ _ ~ _ Raleigh, NC 27607-5073 " - _ ° _ ~ - - Tel: [phone] Faz: 919/854-5448 1---- _ _ _
o ~ i i i ~ V ~ tP N M ~ ~ r ,0, RYA 10 DffCH _40~ ~ ~ ~ ~ - - _ v _ ~ ~ / ; ' / j 400 ~ ~ ~ ~ _ - - \ o ~ - _ _ ~ __~w..-_---
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~ ~ / ~ a - ~ ~ ~ , ~~~.1 ~ 1~ - _ 1 ~ _ 'Z ' s.--_ - - _
~ ~ ~ ~ ~ ~ ~ i - 1 ~ ~ ~1 ~ ~ ~ is , .i _r -i ~i~ o „
i : ~ J I i ~ ~ i d ik N -a
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~ 140 ~ / ~ 5 I ~ / ~ ~ 1 ~ ~ ~ I 4~ ~ y ~ r I I 111111111
i / i % I , i ~ / ` ~ o I - ' ` ~ ~ ~ ~ ~ ~ ~ I I ~ I I L SEAL NDT vAUD UNtFSS SIDNED MA DATED
I~~ ~ ~ ~ ~-2 c ~ 1 ~ i / ~ ~ 02 J ` t I ~ I ~ PROJECT MANAGER DEPARTMENT MANAGER
LT TYPICAL ' 1 w l I I h I ' I R. KING R, KING
~ r ~~I ~ ~ ~ ~ I I
BL ANO G VE IN ~ A I I ~ ~ LEAD DESIGN PROF. CHECKED BY I
, iPROTECTK)N,~ ET L ~ ~ u ~ ~ I I_ D. SMITH J. BECKMAN ~I , I
~ I ~ ~ ~ I i ~ ~ - TASK/PHASE NUMBER DRAWN BY
i" ~ ~ ~ 3s - abo ~ , ~ c~ J, / l I ~ \ i ~ ~ i 1 , ~ ~ ~ r,- I I 0000 B. HARRIS ? ,
~ E ~ ~ ~ I X396 ~,i,~ A ~ 1 \ ~ ; ~ ~ %1 \ I ; ~ I ~ _ ~ ~ PROJECT NUMBER DRAWING NUMBER
v ~ ri ~ fir, ~ ~'.1 ~ I i ~ r
o~ ~ ~ 1, ~ , U I i / / ~ ' Y I ~ / % ~ ~ ~ 0 30~ 60' ~ ~ 90;
` ~11~~~ - NC403013 ~ -a1s- - - - - - - I ~ SCALE, t = 30
~ ~ scAlE IN FEET

_ copyright ©2003
' _ LEGEND:
GENERAL NOTES;
2 LOT NUMB -
1. DRNES AND BUILDINGS SHOWN ON SINGLE FAMILY LOTS ARE - • - ~ - • - ~ - • - • - • - • - • a-~'~ LOT LINES SCHEMATIC AND DO NOT NECESSARILY REPRESENT FINAL
STRUCTURE LOCATION OR SIZE.
M a ~ STORM DRNN AND INLET WITH INLET NUMBER
® 2. RETNNING WALLS SH W ,i ~ 0 N SHALL BE DESIGNED BY AN NC PE ~i - AND SUBMfITED FOR APPROVAL A BUILDING PERMIT WILL BE
REQUIRED FOR WAILS OVER 4' IN HEIGHT.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE Wft11 THE ~ ~ ~ TOWN OF HO Y PRIN ~ / / / LL S GS STANDARDS.

~ PoP RAP'BI IP ~ , , ~ SS ATOR ~ ~ / / ~ - 4. ALL STORM PIPE SHALL BE CLASS III EXCEPT AS NOTED
~GiH = 9' 1TWIDTffi 5 / / ~ r OTHERWISE, - i ` ~ 1 _
r 18 DEEI~CLASS ~ RIP~RAP , RIP RAP DISSIPAT -RIP RAP DISSIPATOR, LENGjH-= 16 X ~ r - r I J r 5. SEE SHEEP C2.09 FOR DRNNAGE STRUCNRE SCHEDULE. WIDTH = B, 24" DEEP~CCASS I RIP RAP ~ / / I '
_ ` \ \ \ 7.9 5 WIDTH = B , 24 i ~ ~ / 446.28
i ~ POCKET WETLANDS 81 50 4~ W BAL. / 9
- - W J _ / ' /
MAXIMUM ~ 0 YR ~ - _ F----------- rr-.-----
WA ~ 410 TER SI~RFACE I 10 ~ / ' ~ ~ ~ ~ - 4R0 ~ I 422 I 426 /
ELEVA - I 4 1° TION - 1~0 4f4 ~ ~ ~ 424
1 I 2 d ,a, a. / , a y.,„J
I ~
414 I<
' 41 i I ~ / / .1=fE=417.0 I
~ ; UNE SPILLWAY WfTH CLASS B RIP RAP 18 ICK OVER LTER I ~ ~ . ~-8; i _ INIM ti /
FABRIC. CARRY RIP RAP UP SIDES TO P OF BERM. I CARRY RIP RAP DOWNSTREAM AND UP • , ' ' ~ . STREAM 2 VERTICALLY. 410 . I 98 99 I . y '
.
~ - ~ 412 e ~ ~ . d ~ I I I ~ ,I. ~ I j ~ I
~ 0-1 ` 414 J.: ~ ~ I
~ r~ I 416 , ~1. I I I ~ I ~ 1
I ' : ~ I,r~ , :a ' / ~ ~
I _
/ N I / . ~ ' /
/ i. J I I ,.I ~ / I.. - I
~ ~ FFE~417.0 ~ ~ ~ I s3 ~NIMIiM - .0 - ~ ~ 1; ~ ...-J.-- /-1- I) ~ x ~ a. x
) - _ ~
ic9 1 53 p / , - 56 C 30 APR 04 l REVISED PER TOWN COMMENTS
~e° ~ w / M W ~
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i a' ~ / I . , ~ ..J e.. ti. P. o ~ - - ~ ~ _ + 'a`- p. ' ~ s ss ss ss -
L(7 y . / o INVERNESS LANE A 05 JAN 04 ISSUED FOR REVIEW i '"""s
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~ ~ e.. ' J I, .1 I .I . I: ! ; . LEAD DESIGN PROF, CHECKED BY
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1 ~ ~ I ~ ~ I ~ I. , ~ ~ ~ _ I - - TASK/PHASE NUMBER DRAWN BY
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t ~ ~ .I ° I I t I ~ ' I copyright ©2003
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~ ~ ~ ~ ~ ~ ~ TCNIJN , ~E~ fit'`. 3~A ~ ~ - I I ~ ~ I- ~
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~ N ~ ~ ~ 1 ~ \ \ I I V I l ( d I I ~ ~ LEAD DESIGN PROF. CHECKED BY
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~ I WATER SURF E ~o ~ ~ 6 ~ / ~ ( ( I I I PROJECT NUMBER DRAWING NUMBER
~ 1 ELEV.- .0 / / ~ J STORM D~NWN AND IN W INLET NUMBER ' ~ ~ - / i ~ ~ 0 30 60 90
~ ~ ~ ~ ~ i ~ ~ I ~V M ~ ~ ~ ~ = NC403013 SCALE. 1 30
/ ~ i ~ ~ SCALE IN FEET -
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_ _ _

copyright ©2003
PROPOSED GRADE 1992 3.14 ®MIN. DAM ELEV. DRAINAGE SCHEDULE IIN. DAM ELEV.
®®EXISTiNC i STRUCTURE DATA DOWNSTREAM PIPE DATA -®®EXISTING EMERGENCY SPILLWAY ELEV.
G N0. ~M TYPE SIZE LENGTH UPSTREAM DOWNSTREAM
_ 3 ELEVATION IN. INVERT INVERT 3 1 411,91 CB 361NCH 177 400.10 399.00
- A PLUNGE POOL, CLASS B RIPRAP pow 2 411.03 CB 301NCH 64 404.30 403.70
~ m ~ a s,,~ ~ ~ STORM DRNN INiO POND 3 2A 410.00 DI 151NCH 17 406.50 406.00
me rrtn waai rt a usm , 1 1 3 411.04 CB 301NCH 25 404.80 404.50
ram POCKET WETLAND SECTION ,rr x r aa~u Haas ~ ~r wa. NONE SEE RISER DETNL 4 413.05 CB 151NCH 126 408.20 406.00
~ oia~at sous. 4A 411.50 DI 15 INCH 38 409.00 408,40
5 414.80 CB 301NCH 204 408.00 405.00
~ QQ • ~ • • -F' r 6" THICK CONC. SLAB, RONF. INSIDE DIM. 2X2 DROP IN 5A 414.80 CB 151NCH 26 410.00 409.80 2X2 DROP INLET FRAME & GRATE 6 417.05 CB 30 INCH 98 411.50 408.20
B4ND .eo can sat; . ' W/ ~4 BARS 0 B O.C., E.W. 6A 417.00 CB 18 INCH 34 412.40 412.10
~ 6B 417.50 DI 15 RICH 100 413.40 412.80
~coxrex,aa nee s~ 7 5 SECTION B-B O U s~ ~ 7 420.25 CB 30 INCH 102 413.50 412.20
N N ~ 1A 420.25 CB 18 RICH 25 415.00 414.80
ELEVATION Of UNASSEM6LE0 COLLAR ~ v 3. UNASSEMBLED COLLARS SMALL E>E MARKED BY ~ " ~ ~ ~ v B 422.85 CB 30 INCH 85 415.10 414.10
NOTE§ fOR COLURS: PAINTING OR TAOOIN(i TO IDENTIFY MATCHING PAIRS. 8A 418.00 DI 241NCH 153 418.00 416.10
i. ALL MATERU~IS TO BE IN ACCORDANCE WITH 4. THE LAP BETWEEN THE iW0 HALF SECTNlNS ; 9 425.26 MH 241NCH 95 418.80 417.80
CONSTRUCTION AND CONSTRUCTION MATERUII AND BETWEEN THE PIPE AND CONNECTING BAND - - - - - _ ~ ~ _ _ _ ~ ~4 EPOXY COATED REBARS "PEGFICATIONS. SHAH BE CAULKED WITH ASPHALT MASTIC AT EMERGENCY SPILLWAY ON 92" CENTERS BOTH 9A 425.72 CB 241NCH 113 419.80 419.00 N 98 426.40 CB 151NCH 41. 65 2 90 421.50 ,
2. WHEN SPECB'IED ON THE PUNS, COATING OF TIME OF WSTAWTION. WAYS IYPI ALL SI " COLLARS SHALL BE !N ACCORDANCE WITH S. EACH COLLAR SNAIL BE FURNISHED WITH TWO ~ ~ ~ 10 425.72 CB 241NCH 63 420.44 420.00
CONSTRUCTION AND CONSTRUCTION MATERUa t r DU?METER RODS WITH STANDARD TANK SPECIFICATIONS. L GS FOR CONNECTING COLLARS TO PiPE. 11 426.40 CB 141NCH 66 421.15 420.60
EXTEND BRICK TO FORM LOW WEIR, 1 LOW WEIR, 1 SIDE ONLY 6 12 425.50 01(840.16) 24 INCH 15 421.50 421.35
6'x6" COLUMNS AT CORNERS 13 .408.28 CB 18 INCH 164 402:60 401.40
14 406.50 DI 181NCH 132 403,50 402.80
CUTOFF TRENCH IN EXISTING DRAWDOWN ® I - C AR A DRAWDOWN ®~5 1 SIDE ONLY 17 395.19 CB 30 INCH 102 390.60 390.00
w~c ~ x ~ x ~ ~ oou~ ~ ma ~ ; GROUND. MIN, 2' DEEP SIZE ANO SPACING OF SLOTiEO ~ i/d rt~ a " TEMPORARY FlLTER CONE TO BE 17A 396.40 CB 24 INCH 105 391.70 391.10
OPENINGS SHALL BE THE SAME NOTE FOR BANDS ANO COLLARS: PLACED (3 SAES) UNTIL SITE IS 178 396.40 CB 18 RICH 25 392.10 391.90 STABILIZED AND REMOVED WHEN BASIN 18 401.46 CB 18 INCH 131 396.47 391.90
AS SHOWN FOR CM COLLAR. ~ MODIFICATIONS OF THE DETAILS ~ ` OUTLET PIP USE. RODS AND WGS TO CUMP SHOWN MAY BE USED PROVIDING IS CONVERTED TO PERMAI~fT POCKET 18A 406.00 CB 15 INCH 145 399.79 396.92
.BANDS SECURELY TO PIPE. EQUAL WATERTIGHTNESS IS 3 ~ ~~d NTAIN D AND DETAILED WEMND, 1 BB 403.50 DI 15 INCH 14 400.50 400.00
D AWINGS ARE SUBMITTED AND ' ~r APPROVED BY THE ENGINEER PRIOR • p' 19 401.46 CB 151NCH 25 396.92 396.67 ~
4 TO DELIVERY. D ' 20 395.20 CB 241NCH 25 391.00 390.80
ewo a 8'XS'X1' ~rou. ~c 5' IN TEMPORARY 6 DUl DRAWDOWN ORIFICES 8' 21 396.14 CB 24 INCH 79 391.10 391.20 8 X X CONC, BASE
ISOMETRIC VIEW M . (3 SIDES)/HARDWARE CLOTH TO BE 21A 396.14 CB tSINCH 24 392.00 391.80
~ s~ ,s q,,,, ~ PLUGGED WHEN BASIN IS CONVERTED TO RISER DETAIL 22 398.91 CB 181NCH 79 393.50 392.30
~ ~ ~ a PERMANENT POCKET WETLAND. SCALE: NOT TO SCALE 23 408.50 DI 181NCH 101 403.50 394.15 24 411.70 DI 18 INCH 121 407.00 404.20 D 30 APR 04 REVSED PER TOWN COMMENTS
NOTE: FOR DETAILS OF FABRICATION DIMENSIONS, MINIMUM GAGES, 25 415.80 01 181NCH 100 410.95 407.20
SLOTTED HOLES, AND NOTES, SEE DETAIL ABOVE. STORMWATER POCKET WETLAND SUMMARY KEY WETUIND NUMBER 1 2 3 4 26 417.80 DI 15 INCH 100 413.80 411.15 C OS APR D4 REVSED PER TOWN COMMENTS
~ ~ a. NOTE: TWO OTHER TYPES OF ANTI-SEEP COLLARS ARE: t ELEVATION OF NORMAL POOL 4t t.00 393.60 386.50 393.00 ~ ~ MND 1. CORRUGATED METAL, SIMIUR TO UPPER, E%CEPT SHOP 27 420.80 DI 151NCH 100 415.80 414.00
WELD® TO A SHORT (4FT. SECTION OF THE PIPE AND 2 SURFACE AREA OF NORMAL POOL SQ. FT 1055 2670 4000 2110 26 422.50 DI 15 INCH 100 419.00 416.00 g Ot MAR 04 REVISED PER TOWN COMMENTS
CONNECTED WITH CONNE NG BANDS T0. THE PIPE. 3 ELEVATION OF BASE OF RISER 408.50 392.00 385.00 392.00 PARTIAL ELEVATION 2. CONCRETE, SDC INCHES THK:K FORMED. AROUND THE PIPE 4 ELEVATK)N OF DRAWDOWN 411.00 393.60 386.50 395.00 30 408.20 CB 301NCH 101 398.00 394.20
tHart non uuaui. WITH ~3 REBAR SPACED /5 HORI20NTALLY AND VERTICALLY. " " " " 31 407.98 CB 301NCH 114 402.00 398.20
5 NUMBER DIA OF DRAWDOWN PIPE (t) 3/4 1 3/4 (1) 3/4 1) 3/4 6 ELEVAiION OF LOW WEIR N/A N/A 389.50 398.00 32 412.07 CB 30 INCH 85 406.50 402,50 A 05 JAN 04 ISSUED TOR REVIEW
7 LENGTH OF LOW WAR N/A N/A 1.0' 2.0' 32A 415.74 CB 241NCH 87 410.20 407.30 33 412.07 CB 24 INCH 25 407.30 407,15 REU, ISSUED DATE DESCRIPTION
Source: USDA-SCS Plate 3.14-1~ 8 ELEVATION OF WEIR 414.20 397.00 390.00 ,199.20 WIDTH 1 = 5' 34 413.34 CB 24 INCH 47 408,04 407.30
9 RISER DIMENSIONS 4'X4' 4'X4' 4'X4' 4'X4' KEYPLAN 35 413.34 CB 151NCH 25 408.80 408,65
10 DIA MATERUIL OF OUTLET PIPE 18" CMP 30' CMP 30" CMP 30" CMP 36 416.71 C8 181NCH 97 411.07 408.55
WITH 3" MIN. GROUT. FILL 11 ELEVATK)N OF PIPE OUTLET 408.00 391.00 384.00 389.50 TO FlT AROUND PIPE 'VOIDS BETWEEN BLOCKS AND PIPE RM OUTLET PIPE 37 418.74 C8 15 INCH 56 414.70 412.20
12 LENGTH OF PIPE OUTLET 40' S5' 70' 70' FIELD CUT BLOCKS 38 416.53 01(840.26) 18 INCH 53 411.70 411.40
13 ELEVATION OF TOP OF DAM 416.00 398.50 392.00 402.00 39 420.04 01(840.26) 181NCH 122 415.20 412.00 C B RIPRAP 40 424.88 01(840.26) 15 INCH 137 420.18 415.50
14 ELEVAliON OF EMERGENCY SPILLWAY 414.40 397.50 390.50 399:50
(THIN 15 LENGTH OF EMERGENCY SPILLWAY 8' 8 8' 16' GEOGRID TERMINATES W 6" OF PIPE TYP. 16 NUMBER OF ANTi-SEEP COLLARS 2 2 2 2 0 0 41 427.31 01(840.26 15 INCH 69 422,81 420.38 42 419.55 CB 18 INCH 126 414.00 410.80
( ) 17 SIZE OF ANTI-SEEP COLLARS 4'X4' 5'X5' 5'X5' ~ 5'X5' 0 43 419.54 GB 151NCH 25 415.00 414.75
• ~ 18 MIN. SPACING OF ANTI-SEEP COLLARS 18' 18' 18' 18' ~ / \ 44 425.86 CB 18 INCH 215 420.35 414.60
45 425.86 CB 15 INCH 25 421.30 421.10 PROJECT TTTIE
GEOGRID (TYP.) REFER TO 46 431.14 CB 181NCH 190 425.44 420.75
. ELEVATK)N VIEW FOR LENGTH, . • 47 432.91 CB 181NCH 44 427.50 425.64
TYPE AND ELEVATION ~ - ~ \ / ~ 48 433.73 CB 18 INCH 58 428.90 428.00
• ~ a N 49 436.00 DI 151NCH 80 432.00 42 ~ o 0 9.20 va, 50 434.60 CB 181NCH 17 429.85 429.20
0 RIP.-RAP TOE OF WALL wo o , 51 435.32 CB 181NCH 58 430.60 430.05 - J ~ ~ ~ d ~ \ 52 436.95 CB 18 II~H 46 431.80 431.40
. ..BELOW PIPE OUTLET • 0 0 53 419.50 CB 241NCH 104 414.75 414.00
4 1 5 42.14 CB 18 INCH 127 416.95 415.45 SUNSTAR COMMUNITIES
PROVIDE t ° OF 57 STONE FOR ENVELOPE AROUND PIPE: ~ ~ 1`l4IEt I~ z 0 z o 0 55 421.14 CB 151NCH 25 417.20 417.00
' - - ~ \ / ~ ~ ~ d - ~ 56 421,92 CB 15 It+~H 173 423.E 417.25 ~ ~
36 OR SMALLER PIPE a - o w ~ ~ ~ ~ ~ , ~ ~ ~ ~ 57 421.92 CB 15 INCH 25 423.40 423.20 a SCOTS LAUREL
N 58 435.41 C8 1511~H 206 430.70 423.00 59 434.50 DI 151NCH 67 432.10 431.20
PENETRATION DETAIL ~ o ° - - ~ \ ~ 60 438.17 C8 15 INCH 142 432.60 430.70
N.T.S. o u 61 436.94 DI 15 INCH 19 433.10 432.80 SHEEP TITLE 0 0
' N UNK FENCE, _ 62 444.00 CB 151NCH 114 435.00 432.00
GALVANIZED OR VINYL-COATED z AS APPROVED BY OWNER ~ ~ 63 438.00 DI 151NCH 27 435.00 434.70 0 0
- - ~ ~ ~ ~ ~ \ r-- 64 441.23 CB 15 INCH 146 433.70 432.00.
0 65 439.50 DI 151NCH 49 434.84 434.30 STORMWATER MANAGEMENT DETAIL
CAP UNITS (i/2 UNITS) SWALE TO DNERT STOi~I WATER 0 66 443,53 CB 151NCH 41 435.50 435.00 0 61 443.52 CB 15 INCH 25 436.00 435.70
~ 3/4' EXP. JOINTS AT WALLS FlNISIIED GRADE AT TOP OF WALL TOP OF ~ WALL TO BE 6 ABOVE FlNISHED GRADE FlNISHED GRADE - - - ~ \ / ~ ~ ~ -r 68 441.50 DI 15 INCH 67 437.00 436.40
Y OR RIGID OBJECTS 69 441.50 DI 151NCH 93 438.50 437,50
" ~ 69A 446.56 CB 151NCH 76 442.16 438.60
698 446.06 CB 151NCH 150 443.31 44216
~ .o°° D WIDTH 2 = 3' 70 421.33 CB 15 INCH 43 423.76 423.50
o , '°~°o~o 71 429.20 CB 151NCH 50 424.26 423.96
~ i/4' OFFSET (IYP.) o° °a~°:° 72 429.20 CB 151NCH 25 424.61 424.46
o ~ o~°~~°'o 73 388.50 DI 15 INCH 44 386.15 385,92 G & M of North Carolina, Inc. WWW.ARCADIS•US.COM 74 388.50 DI 151NCH 61 386.55 386.22
~ o °R °°a o ~ ,~o, 75 396.50 DI 151NCH 15 388.00 386.65
i 3 PROP. ~JILDING OR °o o GEOGRID FABRIC g 801_ Corporate Center Drive, Suite 300 a~ Ralei h NC 27607-5073
c! RETNNING WALL (iYP.) SEGMENTAL RETAINING WALL UNiTS ~'i Z REINFORCEMENT a JB = JUNCTON BOX NO• 9 ' ~ Te1:919/854-1282 Faz:919/854-5448
(BLOCK TO HAYE STRNGHT FACE COLOR MH =STORM MANHOLE RIM ELEV. ~ CB =CATCH BASIN/CURB INLET SEAL uuur SEAL
g TO BE APPROVED BY OWNER) vo ~ a~ - 3' - 5' ~ DBL-C8 =DOUBLE CATCH BASIN ~ rrr4,rr
N 3 Q~ ~ ° x 01 =DROP INLET HS63-01 W GRATE_ 0. W ~Zµ - ~ ( / )
ai ~ ° O -a s4 a~' I ° S- o00 of =FLARED END ` • I ~ - , LDI =LANDSCAPE DROP INLET, INLET AND PSTREAM INVERT
~ E ~o DOWNSTREAM PIPE MAY BE PLASTIC DOWNSTREAM INVERT = SI;AI.
E o - 201444! ZD L ~ .
°g ~ °a °R - ® o°. t - rio.- I - - _ I - I I - 1•. STRUCTURES WITHIN NCDOT RIGHT OF-WAY SHALL BE TO NCDOT STANDARDS.
PROP, FlN, GRADE ~ , FOUNDATION DRNN 2. I F Oq
° I- I I~ '-I I I- I I I I I - - I - I - \ STRUCTURES NOT Wfi}IIN R GHf 0 WAY SHALL EITHER ALL BE TO NCDOT STANDARDS OR SHALL Orr Vt0 Sµ - ALL BE TO TOWN OF HOLLY SPRINGS STANDARDS. rrmnuu?~~~
° - - --I-- --i-- --I----T- --1-- -r- - - . - I I-I I - - -I _ I- - s~x xor v~uo uz~ss s~+m a+u ahn
_ ~ ~ - . j I_r• ~ - _i ~ ~ _ r - i ~ 3. CONTRACTOR MAY USE TOWN OF HOLLY SPRINGS JUNCTION BOX IN PLACE OF STORM MANHOLE IF TOWN OF HOLLY SPRINGS STRUCTURES ARE UTILTfIZEO. PROJECT MANAGER DEPARTMENT MANAGER
U L ~ . GRAVEL OR CONCRETE FOOTING - (AS REQUIRED BY MANUFACTURER) R. KING R. KING
~ r = _ ~-1 I r I- ' ~Tr''' ~~1=I~~
LEAD DESIGN PROF. CHECKED BY 1. All STORM PIPES TO BE CLASS III RCP UNLESS OTHERWISE NOTED.
c COMPACTED SUBGRADE I ~=III-~ ~ r ~ ~ ElF1lATI0N WAIL FOUNDATION D. SMITH J. BECKMAN
~ @ NOTE: SECTION h TASK/PHASE NUMBER DRAWN BY
o " 1. CONTRACTOR SHALL PROVDE DETAILED DESH;t'I FOR PROPOSED WALL SYSTEM. DESK;N MUSE BE SEALED BY N.C. REGISTERED PROFESSIONAL ENgNEER. INFORMATION SHOWN IS SCHEMATIC IN NATURE AND • • •0000 B. HARRIS
E MAY BE MODIFlED AS REQU~ED FOR ACTUAL DESIGN. A BUILDING PERMIT WILL BE REQIIRED FOR ALL WAILS THAT EXCEED 4' RJ HEIGHT. >z° PROJECT NUMBER DRAWING NUMBER
~ X-X X-X NO SCALE

X-X NO SCALE AS MANUFACTURED BY 'KEYSTONE" 'VERS~4-LOK" OR APPROVED EQUAL NC403013
_ _ _

No~ES: ` 1010
LEGEND "TH?S CERTIFTES;iHAT TH5 COPY oF'THIS PLAT IDENDFlES As 1, ALL AREAS COMPUTED BY COORDINATES PL,1T IDENDFlES AS WATERS OF 1fiE U. S
2 dSTANCES ARE HORIZONTAL SURFACE OR NE7LANOS A.L AREAS OF W;;'TETtS CF THE U. 5„ INCLUDINI THE U. 5., INCUlDING N£RAND$ REGtN.tIIED Tap
3. d5TANCE5 ARE NOT REDUf2:D TD GRID PURSUANT"TO SECTION 104 OF THE C`'EW WATER ACT AS DE 4. NCGS CPoD MONUMENT NOT Y8TH9i 2400' ADJOINER N WADER ACT AS 5'Y THE p S TIE IS A CHANGE NV TTIE UW OR OUR O
5 ALL CORNERS ARE CONTROL POINTS UNOERStGI+BD ON THIS OAJE UNlE55 MERE IS A CHANCE N1 ' PUBLlSNED REG'ULAlIOFI$ PHIS DETERMINAliON SECRON 404 Jt M 1TDN SECAON 404 JURISDICTION MAY 6E
REFERENCES: THIS SURVEY RELIED uP4H FGR A PfF10D Nor TD acEED Fr1~ TEARS ~ iED Rt'f PEARS fROM ilti'IS DATE THIS
DEED BOOK 8537, PG 737 DEIERIWNAIIQN WAS MADE URUZ910 THE 1987 CGRPS OF ENGI DEED BOOK 8537, PG 735 RIGHT OF WAY - DF1INEl1 1987 caRas of ENGMEERS Ir~1T.Ar>os 1301 N
DEED BOOK 8957, PG 1899 DEED BOOK 8854, PG 70.3 O
CORNER IPF (TYP) ~ NAIII~ ~.,.-k-. • r$ 2
nice: ~ ~t,rsfk- U
WETLAND FOUR L[NE TALE ~ LENGTH BEARING STq TO STA DATE: ~ 11~ ^,~V'~ z 1152
23.65 S53'26'S0'E 'a' 415 V' ~ J 26,33 S21'S3'23'E 415 - 414 1390
qA3 S00'13'S2'v 410. - 413 25-00 S45'00'3G'E all 412
35.7 S36'15'S1'E 412 - 411 \ 35,88 St8'S7' 4'E 411 • 410 MOLLY SPRINGS
39.24 S08.27'26'v 410 - 409 \ 52.15 SIl'10'02'E 409 ^ 498 ~,i'
33-07 S27'48'S9'v 408 • 407 30.41 S23'34'02'E 407 - 406 ~ \
22.89 Sl2' 8't 'E 406 - 405 ~~i I 18,34 319'S6'04'v 403 - 404 \ ~i ~ w.. w.
38.86 506.26'39'v 404 - 403 3228 St6'12'23'v 403 - 402 / , ( 18 ~ rr~f
4x67 S23'3T46'E 2 -401 / 1626 s14'oo'00•E +01 - 4ql /IRON IRON PIPE
z5e7 Nla'13'oe'E 480 • m / FOUND 4 FOtJHD yETM 3.OB S27'52'30'E 01 - 02 MB 1985, PC 1884 ~ ~ 237.85' CORNER CHOPS MB 1 3294 S1T13'OS'E 02 - 03 S MB 1981, PG 598 \ I
1za1 s3s'sr39'v o3 - o0. ~ i N 81~p' " 1 3L95 S32'30'36'E W - 05 ` ~ 1981 ~ 599 / 42 ~l 1~-~ \
22,19 SO7'2?'24•E O$ - 06 / ~ 4 ' 36.67 217'39'4B'v 06 - 07 I"-~'~~ / r " .u ~ NESS DRl VE J
20.16 S02' 5'S 'W 07 - OB 1 TIE LINE FROM l ~0 / I~R C f 3 tv 8; 47.59 S30'04'47'E 08 - 10 832,9S' ~
36-05 S02'38'ZS'E 10 - 11 ~ •A• TO •C• / ~ ~j 70f 33.34 s43'a3't5'E u - 12 N 65'OB'3D" W / 1 25 M a' /v ~oH P9tE - N 88' 'S9" W I L~f/ Fgp1D iS4.72' --.b--.._,• 321.77 RDN PIPE
29.01 523'!0'+ T 12 I3 ~ ^ )rr rr 178.18 / ~ N VI' 1~'`? 18.64 S 2'13' 0'E l3 - 14 _ / 0 9L23' FOUNO ~f' Atr f. p 2J0.S4 p F ~
24,67 N8T53'2TE 14 - 13 (8.95' Cf / v.36 sBO.3o•43'E 15 • l6 ~ / y TRACT 3 4CT 3 F
la3e Nero9no'E t6 - n IRON PIPE IRpfl I 394.¢¢ IRON P6yE/ IRON PIPE 6.09 Ac 30x9 Nt2•oe'23'E v - la FWND IN Np~ n n falHO / 160. FWND WITH i Ac Z DB 3392, PG 337 fi
20.16 N22'08'44'E 18 - 19 1 ~ " Gt3 33,72 N58ro1'H'E 19 - 20 BRANCH l N 85'06 3d N/ ~ CHOPS CDNCREIE DRIVE ENCROACHMENT
25.47 N7o'so'3e'E zo - zl 1 574.52 37.83 N31Y2'19'E 21 - 22 CENTERLINE ~ BRANCH t„-.._ AtON
27.03 N,3's9'sl'E 2e - 23 IS PROPERTY L9VE ~ S - ^ 30..04 N56'15'19'E 23 - 24 TIC FOLLONING CHORDS I 443241 E~ FIX~IND IRON PoPE U, D - Y FOt~ ~ ~ ~
29.50 558'22'38'1! 24 - 25 l'-- °t 32.69 N38.26vYf 25 - 26 LENGTH ~ 23.59 N68'2159'E 26 - 27 t3E49 \ "0 - CORNER CHOPS 895.08'- ~ _ n1
1 .o0. N63'IS'4z•e 27 - ze Sa8'2T'06'E 8715 ENCROACHMENT 19,N N38.39'20'E 28 - 29 33b5 \ qo FW~,gVDP~E i ~
10.10 N64'S3'S6'E 29 - 30 l~i'4M19'E 53,09 \ 21-02 N20'38`51'W 30 • 3l $20''E ~j,96 \ WI ~ A ~I, ~ WETLAND pNE LINE TABLE
38.30 N46.3158'E 31 - 32 S09•4Q~~,W It~60 ~ 18.13 N88'l0'S7'E 32 - 33 ~.3,E,~.y X65 \ I^ ~ I ~ LENGTH BEARING STA TQ STA Iq Qp 16.15 S13'18'lA'E 2258 - 22BA
2342 NB9'49'S9'E 33 - 34 ~T.~,~ry 3651 1 21,91 S39'39'32'f 34 - 35 MB 2000, PG 1441 1 ~ I- ~ 20.70 S0T3B'IB'v 22HA - 22TA 21 N 29.60 50619'03'W 221A - 2 6A
S29'437T'E 40-08 257 t~0'29'37'E 35 - 36 I 10.09 S1T049TE 3G 37 SIO'26`20'N 30b3 1 I ? Q 25.17 S3279'04'v 226A - 225A
2507 S2l'39'20'V 37 - 38 S94.19'80'V 86.32 1 0.r 28.45 S5T2T3Tv 3B - 39 SSCl4'314E 39,19 I ~T I S a ~ ! " a8,94 54750'S3'v 225a - 22aA 319 E , IBS9 S71'45'A2'v 224A - 223a ~pE OP B10 330.11 ~ 10.07 N66.32'06'v 223A • 222A
2252 N83'03'44'v 39 • 40 S09.Q(,,o~rE 3Q44 i ,eb 4oSP a o TOTAL I,SA 0.E / 7.u N77'or63'w 0.o - 41 73J~ ,ooa a a 11 DAK TREE ~ ~ ~ IR011 PIPE ~ 18.03 N62'21'33'E 222A - 221a 1~ S ~ 21,51 N62'00'S3'E 221A - 220A
9,42 S16'4TOl'v al - 42 / ~ ~ aosl a a rr,os 34 4 Ac + 15.66 S3TSB'35'E 42 - 0.3 ~"'~'~'y 2(119 • w y s 1~3_B ~ FOUND ~ 3187 N07•/l'45'E 220A • 219A r ~ ~ I ~ 11.7, S70'30'2TV 219A - 218A
10.-01 N39.OB'OB'E 43 - 40. 6227 13.66 S39.04'27'M 44 45 SO9'42'22`V 59.64 \ FDUND AT W aL ILA, N78'l!'21•v 218A • 217A F'T?ICE POST MB 1958, PG 130 27.01 33s'38'11'v 2na - 216a
18-08 S56.3656'E 4$ - A6 ~ Y36'2Z'91'E x,29 11 ~ 17,00 S3 ' 3'l0'E 46 • 4J ~ S6Q'~g,~ 3851 l ~ T ~ ~ 27,95 SBS'08',PV 216A - 215p O 17b8 NBO31'02'v 215A - 214A
18,21 SS 03'03'( 47 - 48 ~ 309•87.~ry ~,yP , - Tres _ •e <8 - 49 I19'31'S4'E 74.49 1401 S6T22'36'E 44 •0.7 a, ' 4 ~ 15.91 N76'10Y2'V pA - 213a ~ ~ t ~ ~ 0 1100 N3 '4A99'V - 213A - 212
6 •trt6•„ C9 5'61'16'S9'E 69.13 'RACY 'i S.8 NAO.30 39'E 212 - 2138 ~ 5 SCE AP.ONG LINE AND ~ ~t+. I c, 1 .ze - Ne,-3o',6'E 2138 - 2148
17.48 sfls'~•31 52 • 3 st8'19'!!'E 6598 , + 14.31 45.16'49'E 53 - 54 589'88'154 3LW / ~ : AT' FENCE POST WI N 88'O¢~ " ~ 1.s7 s72•c^; DS'E • z.SH ~ I 28 W 363. a 22.36 N537H'39'E 2158 - 2168 AI 09 0 21b0 NS6'S6'I 2168 2178
2&65 S88ro1'IS'E 34 - 95 ~ S277BB9'V ~ ~ u! 18.46 N45.3450'E 45 - 56 rn x n +~'-•ii~ ~ 22.58 N6Aro7'04'E 217 - 2188 PI~ TRACT 2 ~ 15,23 N12't9'09'v 2188 - 2198
13.30 S69'D9'44'E S6 - 57 ~ \ 4s ' n 30.55 SBO'28'08'E 57 - 58 r' a 1.11 AC ( 1 N6 q/'/0'E 2191 -2201 9.72 N26'02'06 2208 - 2218
N l 22.26 82'01'36'E 58 • 59 (n 1 1 y a 20.43 S50'41'42'E 59 - 60 I I ~ r+ a w 40 ~ ~ I 12.37 S~ 37'1~7'•E 2228 -2238
22b4 S43.20'71'E LO LI < ( ~ s 4 tT ~ 10.95 Nl7'2B'23' 61 - 62 t \ FQI~ ~ m 1,28 N13'/4'2,'E 2238 - 2248 CORNER p1DPS S 86'18 12 E 3 IS.so SHA'33'49'E 22,8 - 22 B 86.29'
12.09 S56'17'29'E 62 - 63 14,39 569'SS'24•E 63 - G4 ± ' ~ N 8.53 S3a'S8'19'v 60. - 65 i 4 1M:iLAND FOUR 0.4// 1 N u \ WETLAND THREE IRON PIPE
39.96 $87'20'03'N 65 - 66 fyT 2x,20 N60'10'35'v 66 - 67 ~ 1 7v, 1 % Fourlo wtTH >asA ~~440''" WETLAND TWp LINE TABLE
34.72 N7l'3TI4'W 67 - 68 1 J 1, S~j we, ~ 40 ~ 21.50 4• •w I u µiM~".1 , s N8 l9 21 66 - 69 ~ • ~ ! r1 2N4 1 408'' " ! tt n LENGTH BEARING STA TO STA n 201A ! ~ >ob Iltld „ i7w 7A1 N41.4!'37'E 2DTA - 208A
24.x4 N76'iT53'v 69 - 70 ~ I i I ee ~ ~ d+ >f 22.27 S81.02'03'v 70 • TI t ( J ~ o r ~ n 4? r 41 4t' o 61 6, 1051 yp5,, 1201 2L71 9iW tt Zi5/ Q) z7,6o Nea•sl'D6'E 2oea - 209a em s5 tot" tt ai trtet nt. O ~ 28,63 S82'SB'DB'E 209A - 21oA
~,u ~ 14.17 548'43'0TY 71 - 72 t 1 le w r\ q N71 WS7 S26't6'33'v T2 - 73 I rou , tue ut 1>. ~ 7.73 N30'14.22'E 210A - 2088
9A8 NBrU'27•v 73 - 70. ~ \ ~ is ~ J ~ ~ me4 zo4o ri 15.88 N41'24'a7•v 70. - 75 1 „ N ~ vs i as 33.43' S86'9T3TV 2088 - Z02 ZNt tt t"A Ztm ~ 1?.48 S00'AA'l~'v ?0?H - ?OIA
24.43 N42'a6'21'll 75 - 75 ~ \ I 24.88 S78'S5'S6'v 76 - 77 1 \ J 1 ~n,Fl~ TI "a' ° AW 25.24 SIV30'l3'v 2018 •200 ~ ~ 1301 M2'10'i9'V 200 - 201A WETLAND TWb .e9 ND2'12'ot'E 2olA - 2o2a
31,17 S1T2T36'E 77 - 78 1 4p ~ , 19.23 NBT59'25'v 78 - 79 ~ MB 2000. PC 1441 % ~ 17,58 NT3'33'3H'v 202A - 203A WETLAND ONE 27.D6 SBTI/'2lN 203A - 20AA
22,11 S83'36'39'V 79 • 80 / 24,32 N88'S4'38'v 80 - 81 f / 4V 20.49 N85'56'21'V 204A - 205A 15.41 S74'39'SS'v 205A - 206A
n / 16.26 S67.32'25'v 81 - 82 „ ~ ~ 29.63 N66'29'90'v 82 - 83 D ~ ~ 12.04 NI1'44'S7'v 206A - 207A
28.48 N78'36'l3'v 83 - 84 2232 N56.55'S9'V 84 - 85 IRON PIPE
24,% N46'42'45'V 85 • 86 WEST , 11.9! s!r 6•zs'v Bb - B7 OF gR~q{/&51„~Irp n " E&M JOHNSON ENTERPRISES, INC. +r
2252 S27'09'OS'v 87 • 88 I7 OlD CI10pp~ 23.94 S23.56'S2'v 88 • 89 / .S 84'51'44" O ~ 08 8914, PG 183
13.x6 S32'47'at'v B9 ' 90 22"17 588'25'07.4 ~ 40 - 9l ~ ~ % iae8.lo'
19,88 517'53'08'4 91 - 92 •B• To •o• ~ 1ae~.to 24.87 S19.00'09'Y 92 - 93 N 84,3144" W 20,33 S45'S3'36'v 93 - 94 70,~' r WETLAND THREE LINE TABLE
28,61 528.20..40'4 94 - 95 ( 28.90 S24•le'30'v 95 - 96 ~ • I IRON PIPE LENGTH BEARING $TA Tq $TA I WITH IIbO N36'27'47W 310a - 309A
32.10 S3b'43'02'4 % - 97 1 2+.es s39'S6'le'4 97 • 9B SUR SYUA ANNE I)AVIS SAMS I CORNER CHOPS 10.10 NBB•46'06'E 309A - 30HA I E2,11 NSS'IS'33'E 308A - 307A
13.33 N88'OTOB'f 98 - 99 VEY CERTIFICATE 17.02 S85's9'15'C 99 - 100 I)AVIS SAMS I 2129 N44'26'l0'E 307A ^ 306A ( iL92 S80.3Tf1'E 06A • 30 A
te.le s79'S1'3t'E tao - 101 JAMES S4ND11N 6LANL>'IARD, A PROFES9GWAL LANp SURVEYOR, ~ CaR WILL 1410-E-79 le.7e s7s4a'26.4 lot - 102 CERTIFY THAT 1HIS MAP WAS DRAWN FRAM AN ACNAL F1l1D SURVEI' I 13.33 N67'II' 9'E 305a - 304a -r9 ~ 13.61 S80'S9'OH'E 304A - 303A
ze,s9 saa'47'srv 1az - 103 PERFORMED UNDER MY DIRECAON AND SUPERVLSION USING THE RECORDED ~ ~ DB 1157, PG 315 27.70. soB'v'69•E 103 - 'a' REFERENCES ABOVEi 1HAT R1E 80UNOARIES NOT SURV>:?ED ARE f2,EARLY ~ 2 .0 57)'26'4 'E 303A - 302A i1 3kJ ~ 20.90 N75Y6'03'E 302A - 301A
MIDICATED AS DRAWN: 1HAT THE RAAO OF PRECISON 1S 1;10;000+ AND ¢ THAT THIS MAP CONFORMS TD CS 47-30 AS AMENOFD, I 19.81 S7H'2T2/'E 301A - 300A I 9.93 S44'OU'l9'L 30Ua - ' tl
THAT THIS Pur Is of A suRrEY SEAL ~ I 9.66 S92'02'17N 3008 -3018 1883 8398'SH'v 3018 - 302
Of AN EJOSIRIC PARCH. OR PARCELS OF LANO, I t .27 N69'32'S5'v 3028 - 3038 1 19,3/ N8H'2940'V 3038 - 3018
NI MY OR1 TURE AND SEAL ~ {r I 19,85 N85'33'40'V 3048 - 3058 I 13.25 N7B'01'04'v 3058 - 3068
' I 7 SSt'39'17•V 306 - 30 DAtE QF SURVEY August 17, 2001 ,996 661.29'33'v 3 78 - 3088
NpIIN 12,4A S59.20'S4'E 3088 - 3098 REVISED March fi, 200,3 comments er S&EG 26.a5 Ns'~~~5`°w 3108 - 3IOA
JAMES SANDUN BiANCHARO, PROF SURVEYOR No. L-3154 P
MAP REFERENCE - MB. 2000, PG• CREW; BOUNDARY SURVEY FOR: MB. 2000, PG. 14'41
MB. 1981, PG. Surveying 'Manning • Engineering MB. 1981, PG. 599 HOLLY SPRINGS TOWNSHIP
Sfle • Site Layout • Excavadng t5o o tso CHECK BY
ol6ce; 910168.7921 Jim eMlldl~d, PL8 130 ~ WAKE COUNTY
P. 0.8a18 felt 810266.1922 Jlmmy Bhlxiteld, PLS CAD FILE: 2GmisTpaE~S+TEREV STATE OF NORTH CAROLINA i
KBBdAWa6 ~ Cet081e mot8e: 619266.7717 . u6+6 id/dE ~'~.ff661 0ur6 RI6AId11Po, Pt: SGALE7 1 "Ri 60' ALE; 1 "R160' aIQB NUM9ER1
~ CCfA1'RrOR'I

f ,
/ ' 2003 GEN cOpyrlght lE D,
f /r ~ _ Tp. GENERAL NOTES
, TP TP TP 1P TREE PROTECTION FENCE
f: \ /r . 1. SEE DETNL SHEET fOR CONSTRUCTION SEQUENCE. ~ ~ sF sF sF SILT FENCE • •
2 STORM DRAIN INLETS ARE NOT PROTECTED BY INLET PROTECTION
/ w.. / \ sF&TP sF&TP SILT FENCE AND TREE PROTECTION FENCE ICATED. STORM UNLESS DIRECTED BY ENGINEER OR OTHERWISE IND
l ` t ' . • , ; DRNNAGE SYSTEM SHALL BE FLUSHED CLEAN AFTER SfiE IS
„ . . . . - . . - . LOT LINES . ` S DOWNSTREAM ARE STABILIZED AND WHILE SEDIMENT BASIN w, . f r°°, ) FUNCTIONAL.
i hf 1 ::INLET NUM9ER STORM DRAIN AND INLET WITH
, - ~~,kk 3. EXISTING Ui1L117ES SHALL BE FlELD LOCATED AND MARKED PRIOR
, TO EXCAVATION.
• ~ ~
f
i "w. F _ 1 ~ r
` ~ ,}M ...Y ,
~ PERMANENT RISER BARRE~ • / ~ . ~ TEMPORARY DIVERSION RISER/BARREL, F BERM = 41 ,Of' X 5' WIDE ' „ , . j TOP 0 ~ / ,
r ~ \ , r - SEE DEfNI SHEET' SHEET # ; + F'',z WITH MAX. 2:1~'31DE SLOPE / % ,
~ ~ , x.. f j. ~ ~ ~
r~- `ir`e MANENi RIP>RAPw- AT' ~..::m.~ M r;.... / err • i . . • , I SEi: •SH~ET C2.03-A i i r i ; ~ S~ ; ~i ~ f / ~ 1
„ TEMPORARY SEDIMENT BASIN A UTILIZE PERMANENT POCKET , r.,w. ° ~ ;F ,,y /
WETLANDS ~1 DURING CONSiRUCTION~' CONSTRUCT` ' ` ' ' ' ' TEMPORARY DNERSION DffCH / ~
r . PERMANENT RISER/BARREL STRUCTURE WITH TEMPORARY " ` : ` • ' - iP• • •-SF~°fP SFdcTP- iP ---~°SF~cTP• 9FdcfP. " ..Sf~cT~P °SfdciP•--~f•• SFdrTP ..5 . •
FILTER CONE. INSTALL SILT FENCE BAFFLES AS S{I yp~ I~WN:~ r"i .r ! } ;~a- t i' 1 ~ ,
• {'z=~ € ~ y..... / ~r~.tttJ.-
i fxe r~7 / n J ~ } ' I i / , 1_ ,G ~ ~ ~ o / I
/ . "f An.. / •r.. ~ • / v
A` ~ 1 '!.A
r' li ' r N ~ £ ~ I t'~ I ; . f ~ . I / • , t ..w.. I / M i f,,................ ~
/ r t, r ~ d~, B f ~ ( ~ , O ' i ~ ,
i :x ~i~,r \P . 1 ,j f i I . I ~ .
i ' ,PERMANENT SPIl1WAY, w f' .°-~1 I 1 k4.i I I ° 1 ~ ~ 1 t,'
3 SEE SHEEt CI1.03-A ~;j~ ~ I ° I ( 5
r i ' i. , -x-x-x. i i t r , ~:1 I 1 ~V i i ~ ~ - ~ I I ~ ~ TUBBED AREA - 30.5 AC. ,k: ` ~ ~ 4~ TOTAL DIS
i ~ F. I I ~ , ,
~ X., ~ , . ~,..1 ~ "
r \ 1
V ~ .ti 3 I X. 1 i may,. 4 ' 'e . F"' Y~ 4 i I ~..1 ~i
. ' x ' „ ~ I . ....M...~.,........
~ ~ , . ~ .
,
~°~1~Y i 1Ne'r ~''.'~IR dmwxeaawexx»im /~~/9 ~ .I ~~'K~/A /~;W~•.•°I~ •~X
fy: ( • ~ ~ I : Ql \ ~ ' ~ 1d J4 + ~ ~ ~m, .B/ I t s f C, ~ , y i ~ i
' \ f
, I ' , +..'tt:..-w s"'i / rev i~ Ci. ~4
r , r••. t 1 ,r' / .xL / ,n / ~F~ t i fir/ ~;t / / I 1
~ . 7 ~b.,1 i w. ~ ~ 1 FOR REVIEW
f i , .j,~.~ / /y 'y / , A 01 MAR 04 ISSUED
TEMP' ITCH <i x. ; p.~ / ,~i ~RARY DNERSION D \ \ ~ , . ~ l~~
r t ( \\\\\\\\\V ' n r ~n ' ~s _.._........................w..............................~................~.:.......,......................_.,:..:..x.................,., REV° ISSUED DATE DESCRIPTION .
t 4 r I A\~ A.A\4Vvv " ' ~ x'k\ ~ 'f f f , , ~ ~ KEYPLAN
f \\\\\i 'x ` \ ~ ' ~ ~ 1 ! ,v ' ~ , 1 ~ ~ AREA B / • ~ lyf
f r,.< I " / ,i • ; AREA A
t ~ 1 t~ r f•k r s . ~ '~u I ` ~
i ~ , w w.. i . , ~ i "ty 4:' I '
I ' \\\i ~'C'' • ''n>~ I ~g l l $rU f•• ' ~
fr\\\ N N ~ I I # tv:A\~'\V\\~ ~ i~ ~ /v t ~ • ~ ~ ~ I I AREA C AREA D
TEIIPORAI~` EDIMENi BASIM`; B UTILIZE PERMANENT POCKET ~ ( \ \\\\\\r\\ ` ~ ' ' 'v\\\ ~ :`4`.. ~ a tt ~
/ WETLANDS DURING CONST~UCTIpN, CONSTRUCT ~ ! ? { ~ ~ ! ° ~ . ~ ~ i~ i ! ~ i i x . X BARREL RE WITH T~MPORARY 'L ~ : ~ . ~ ~ , scar: i. _ ~ ~ ! ~
/ ' TER CONE. INSTALL SILT BAFFLES AS SHOWN. r', „ :ti~ , ~ . _ ~ i ~ , . ~ 1 . ~ f ~ ;i - 'i
: . ' ' ti ' I ' s , F ~ / A.1~ : i I PROJECT TfiLE J , .
\ ~ .w.,.,.,m,:.,. , i WAY ~ ` ~ ~ w 3 ~ I i • , . "v ~ ~ ;
TYPICAL Ill •.._._•w. , ~_....._E..._ SILT FEN 1 PER ~ CE OUTLET MANENi ~ : , -TEMPORARY DNERSION DITCH`', g ~ ~ \ S ~ ~ s- , 1 \ f f i y\.i R~S.. i\i i •"f1 r r. \ x SEE SHEET C r - r \ i f ff 4' h f' i I t ~ ~ € I) ' f. I ~ t .1
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DETAILS OF CORR UGA TED METAL
ASV TI --- SEEP COLLAR
HSTAu COLLAR wml
CQRRUCAT" KWIIC& COLLAR TO GE OF SAME GALE AS 1HE
PU"E w" WOUC" A Is USED
c�onteiuous wEta-
1 /'r x r S.mw mm FOR I Z MIN.
3/r Dwom 90m
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aw0
wao s m se
SATTED HOLES CORRUGATED METAL
-o a r�'� SECTION B -B $ �NDTO
ELEVATION OF UNASSEMBLED COLLAR 3. UNASSEMBLED COLLARS SHALL BE MARKED BY
NOTES FOR COLLARS: PAINTING OR TAGGING TO IDENTIFY MATCHING
PAIRS.
1. ALL MATERIALS TO BE IN ACCORDANCE WITH 4. THE LAP BETWEEN THE TWO HALF SECTIONS
CONSTRUCTION AND CONSTRUCTION MATERIAL AND BETWEEN THE PIPE AND CONNECTING BAND
SPECIFICATIONS. SHALL BE CAULKED WITH ASPHALT MASTIC AT
2. WHEN SPECIFIED ON THE PLANS, COATING OF TIME OF INSTALLATION.
COLLARS SHALL BE IN ACCORDANCE WITH 5. EACH COLLAR SHALL BE FURNISHED WITH TWO,
CONSTRUCTION AND CONSTRUCTION MATERIAL I1Z DIAMETER RODS WITH STANDARD TANK
SPECIFICATIONS. LUGS FOR CONNECTING COLLARS TO PIPE.
.DETAIL OF HELICAL PIPE
ANTI -SEEP COLLAR
WELD I SIZE AND SPACING OF SLOTTED m az 11�%afxw� Ams 5141 wits/N coLIAR BEND A wf
OPENINGS SHALL BE THE SAME NOTE FOR BANDS AND COLLARS: -
AS SHOWN FOR CM COLLAR. MODIFICATIONS OF THE DETAILS
USE RODS AND LUGS TO CLAMP SHOWN MAY BE USED PROVIDING
BANDS SECURELY TO PIPE. 1 1Jg EQUAL WATERTIGHTNESS IS
MAINTAINED AND DETAILED
tr MIN. DRAWINGS ARE SUBMITTED AND
APPROVED BY THE ENGINEER PRIOR
S TO DELIVERY.
0"D OF
"WeMAL PIPE •
ISOMETRIC VIEW
METAL COLLAR swot W Cur TO FIT
CoR�tU0 m"s OF HMM& mm, AND
ROD AIS AUC wELOEO whir A CONIINLIDUS ItClO
_02 NOTE: FOR DETAILS OF FABRICATION DIMENSIONS, MINIMUM GAGES,
SLOTTED HOLES, AND NOTES, SEE DETAIL ABOVE.
MEIAL aF
To CC TO Be
we= To C>o+ra:R NOTE: TWO OTHER TYPES OF ANTI -SEEP COLLARS ARE:
"WICALpre R"D 1. CORRUGATED METAL. SIMILAR TO UPPER, EXCEPT SHOP
WELDED TO A SHORT (AFT.) SECTION OF THE PIPE AND
CONNECTED WITH CONNECTING BANDS TO. THE PIPE.
PARTIAL ELEVATION 2. CONCRETE. SIX INCHES THICK FORMED. AROUND THE PIPE
Ren am naso mmum. WITH #3 REBAR SPACED IV* HORIZONTALLY AND VERTICALLY.
Source: USDA -SCS
3.14
Plate 3.14-13
PROP. BUILDING OR
RETAINING WALL
PROP. FIN. GRADE
SEGMENTAL RETAINING WALL UNITS
(BLOCK TO HAVE STRAIGHT FACE, COLOR
TO BE APPROVED BY OWNER)
PROPOSED GRADE 8 TOP OF RISER ELEV.
® MIN. DAM ELEV.
-® 0 EXISTING EMERGENCY SPILLWAY ELEV.
VEGETATIVE NIGH 1 nj'� - --
01M SwuE MAM LOW - OPEN � 3
PLUNGE POOL, CLASS B RIPRAP Fl0W
/STORM DRAIN INTO POND ��!3 ,..
POCKET WETLAND SECTION 1
SQ4L NONE SEE RISER DETAIL
9 2'X2' DROP INLET FRAME & GRATE
6" THICK CONC. SLAB, REINF. (INSIDE DIM.)
} W/ 14 BARS 0 8' O.C., E.W--�
EMERGENCY SPILLWAY
CUTOFF TRENCH IN EXISTING
GROUND. ""' ^"M
t0
#4 EPDXY COATED REM
ON 12" CENTERS, BOTH
\WAYS, TYPICAL, ALL SIDES. -�
EXTEND BRICK TO FORM
6"x6" COLUMNS AT CORNERS
_,J _ _% OUTLET
TEMPORARY 6' DIAM. -�
DRAWDOWN ORRIFICES
(3 SIDES) W/FWRDWARE RISER DETAIL
CLOTH TO BE PLUGGED SCALE: NOT TO SCALE
WHEN BASIN IS CONVERTED
TO PERMANENT POCKET
WETLAND.
5' CHAIN LINK FENCE,
GALVANIZED OR VINYL -COATED
AS APPROVED BY OWNER --�,
FNBSFED GRADE AT TOP OF WALL TOP OF
(MALL TO BE 6" ABOVE FINISHED GRADE
---I--L--T--- 1---- i-------T--
il'17-
COMPACTED SUBGRADE
WALL FOUNDATION
SWALE TO DIVERT STORM WATER
FINISHED GRADE
-�.--------
1/4" OFFSET s
(TYP.) Q IQ°wVQ
.0
04K°a°
- - - - ---
-
GEOGRID FABRIC
REINFORCEMENT - - - -
IoQb41------ --
0.°
C3� oGi
°-°; FOUNDATION DRAIN
O -
ca°
•.6 GRAVEL OR CONCRETE FOOTING
- (AS REQUIRED BY MANUFACTURER)
ELEVATION SECTION
NOTE:
1. CONTRACTOR TO PROVIDE DETAILED DESIGN FOR PROPOSED WALL SYSTEM. DESIGN TO BE SEALED BY N.C. REGISTERED
PROFESSIONAL ENGINEER. INFORMATION SHOWN IS SCHEMATIC IN NATURE AND MAY BE MODIFIED AS REQUIRED FOR ACTUAL DESIGN.
1 SEGMENTAL REAILNING WALL SYSTEM WITH FENCE
X -X NO SCALE
AS MANUFACTURED BY "KEYSTONE", 'VERSA-LOK', OR APPROVED EQUAL
ro
•
LOW WEIR. 1 SIDE ONLY
Q Q 1 SIDE ONLY
TEMPORARY FILTER CONE TO BE
PLACED (3 SIDES) UNTIL SITE IS
STABILIZED AND REMOVED WHEN BASIN
IS CONVERTED TO PERMANENT POCKET
WETLAND.
8'X8'X1' CONC. BASE
WIDTH 1 = 5'
B RPPRAP
A
WIDTH 2 = 3'
SECTION AA
LEVELSPREADER
X -X NO SCALE
STORMWATER POCKET WETLAND SUMMARY
DRAINAGE SCHEDULE
KEY
WETLAND NUMBER
1
2
3
4
1
ELEVATION OF NORMAL POOL
411.00
393.60
386.50
393.00
2
SURFACE AREA OF NORMAL POOL SQ. F7
1055
2670
4000
2110
3
1 ELEVATION OF BASE OF RISER
408.50
392.00
385.00
392.00
4
ELEVATION OF DRAWDOWN
411.00
393.60
386.50
393.00
5
NUMBER DNA OF DRAWDOWN PIPE
(1 3 4'
(1) 3/4"
(1) 3/4"
(1) 3/4"
6
ELEVATION OF LAW WEIR
N/A
394.30
389.50
398.00
7
LENGTH OF LAIN WEIR
N tA
2.0'
1.0'
2.0'
8
ELEVATION OF TOP RISER
414.20
396.00
390.00
399.20
9
RISER DIMENSIONS
40X4'
4'X4'
4'X4'
4'X4'
10
MATERIAL OF OUTLET PIPE
18" CMP
30" CMP
30" CMP
30" CMP
11
ELEVATION OF PIPE OUTLET
408.00
391.00
384.00
389.50
12
LENGTH OF PIPE OUTLET
40'
55'
70'
70'
13
ELEVATION OF TOP OF DAM
416.00
398.00
392.00
402.00
14
ELEVATION OF EMERGENCY SPILLWAY
414.40
396.00
390.50
389.50
15
LENGTH OF EMERGENCY SPILLWAY
8'
8
8'
16'
16
NUMBER OF ANTI -SEEP COLLARS
2
2
2
2
17
SIZE OF ANTI -SEEP COLLARS
04'
5'X5
5'X5'
515'
18
MIN. SPACING OF ANTI -SEEP COLLARS
18'
1 18'
1 18'
18'
5' CHAIN LINK FENCE,
GALVANIZED OR VINYL -COATED
AS APPROVED BY OWNER --�,
FNBSFED GRADE AT TOP OF WALL TOP OF
(MALL TO BE 6" ABOVE FINISHED GRADE
---I--L--T--- 1---- i-------T--
il'17-
COMPACTED SUBGRADE
WALL FOUNDATION
SWALE TO DIVERT STORM WATER
FINISHED GRADE
-�.--------
1/4" OFFSET s
(TYP.) Q IQ°wVQ
.0
04K°a°
- - - - ---
-
GEOGRID FABRIC
REINFORCEMENT - - - -
IoQb41------ --
0.°
C3� oGi
°-°; FOUNDATION DRAIN
O -
ca°
•.6 GRAVEL OR CONCRETE FOOTING
- (AS REQUIRED BY MANUFACTURER)
ELEVATION SECTION
NOTE:
1. CONTRACTOR TO PROVIDE DETAILED DESIGN FOR PROPOSED WALL SYSTEM. DESIGN TO BE SEALED BY N.C. REGISTERED
PROFESSIONAL ENGINEER. INFORMATION SHOWN IS SCHEMATIC IN NATURE AND MAY BE MODIFIED AS REQUIRED FOR ACTUAL DESIGN.
1 SEGMENTAL REAILNING WALL SYSTEM WITH FENCE
X -X NO SCALE
AS MANUFACTURED BY "KEYSTONE", 'VERSA-LOK', OR APPROVED EQUAL
ro
•
LOW WEIR. 1 SIDE ONLY
Q Q 1 SIDE ONLY
TEMPORARY FILTER CONE TO BE
PLACED (3 SIDES) UNTIL SITE IS
STABILIZED AND REMOVED WHEN BASIN
IS CONVERTED TO PERMANENT POCKET
WETLAND.
8'X8'X1' CONC. BASE
WIDTH 1 = 5'
B RPPRAP
A
WIDTH 2 = 3'
SECTION AA
LEVELSPREADER
X -X NO SCALE
NOTES:
1. ALL STORM PIPES TO BE CLASS III RCP UNLESS OTHERWISE NOTED.
0
copyright © 2003
ISSUED FOR REVIEW -
DO NOT USE FOR
CONSTRUCTION
B 01 MAR 04 REVISED PER TOWN COMMENTS
A 05 JAN 04 ISSUED FOR REVIEW
REV. ISSUED DATE DESCRIPTION
KEYPLAN
PROJECT TITLE
SUNSTAR COMMUNITIES
SCOT'S LAUREL
SHEET TITLE
STORMWATER MANAGEMENT DETAIL
ARCAD S
G & M of North Carolina, Inc.
WWW.ARCAD/S-US.COM
801 Corporate Center Drive, Suite 300
Raleigh, NC 27607-5073
Tel: [phone] Fax: [phone]
SEAL SEAL
_ " SEAL /
W)414
sI ;►4'.j�e4'M.i C�
�F.pQ'?V v�.BeR�I�
PROJECT MANAGER DEPARTMENT MANAGER
R. KING R. KING
LEAD DESIGN PROF. CHECKED BY
D. SMITH J. BECKMAN
TASK/PHASE NUMBER DRAWN BY
0000 B. HARRIS
PROJECT NUMBER DRAWING NUMBER
NC403013 C2,09
DRAINAGE SCHEDULE
STRUCTURE
DATA
DOWNSTREAM PIPE
DATA
N0.
RIM
ELEVATION
TYPE
SIZE
IN.
LENGTH
UPSTREAM
INVERT
DOWNSTREAM
INVERT
1
411.91
CB
36 INCH
177
400.10
399.00
2
411.03
CB
30 INCH
64
401.40
400.60
2A
410.00
DI
15 INCH
17
406.50
405.00
3
411.04
CB
30 INCH
25
402.30
402.00
4
411.95
CB
30 INCH
67
405.50
402.50
4A
411.50
DI
15 INCH
92
409.00
408.20
5
414.28
CB
30 INCH 1
138
408.50
406.00
6
418.20
CB
30 INCH
98
411.50
409.00
6A
418.10
CB
18 INCH
34
412.90
412.60
6B
417.50
DI
18 INCH
100
413.40
412.90
7
423.18
CB
30 INCH
102
414.05
411.70
8
427.20
CB
30 INCH
85
415.10
414.05
8A
418.00
OE
18 INCH
153
418.00
416.10
9
430.00
JB
24 INCH
95
420.80
415.60
10
428.22
CB
24 INCH
178
421.80
420.90
11
428.22
CB
24 INCH
63
422.70
422.00
12
428.00
DI(840.04)
18 INCH
15
424.50
424.35
13
408.28
CB
24 INCH
164
402.30
401.20
14
406.50
DI
18 INCH
132 1
403.50
402.80
17
395.19
CB
30 INCH
102
390.60
390.00
18
401.46
CB
18 INCH
236
396.47
391.55
18A
406.00
JB
15 INCH
139
399.79
396.92
18B
403.50
DI
15 INCH
87
400.50
400.00
19
401.46
CB
15 INCH
24
396.92
396.67
.20
395.20
CB
24 INCH
25
391.25
391.10
21
396.14
CB
24 INCH
91
392.00
391.40
22
398.91
CB
18 INCH
89
393.50
392.50
23
408.50
DI
18 INCH 1
101
403.50
394.15
24
411.70
DI
181NCH
121
407.00
404.20
25
415.80
DI
18 INCH
100
410.95
407.20
26
417.80
DI
15 INCH
100
413.80
411.15
27
420.80
DI
15 INCH
100
415.80
414.00
28
423.50
DI
15 INCH
100
419.00
416.00
30
408.20
CB
30 INCH
101
398.00
394.20
31
407.98
CB
30 INCH
114
402.00
398.20
32
412.07
CB
30 INCH
85
406.50
402.50
32A
415.74
CB
24 INCH
87
410.20
407.30
33
412.07
CB
24 INCH
25
407.30
407.15
34
413.34
CB
24 INCH
47
408.04
407.30
35
413.34
CB
15 INCH
25
408.80
408.65
36
416.77
CB
18 INCH
97
411.07
408.55
37
418.74
CB
15 INCH 1
56
414.70
412.20
38
416.53
DI(840.26)
18 INCH
53
411.70
411.40
39
420.04
DI(840.26)
18 INCH
122
415.20
412.00
40
424.88
DI(840.26)
15 INCH
137
420.18
415.50
41
427.31
DI(840.26)
15 INCH
69
422.81
420.38
42
419.55
CB
18 INCH 1
126
414.00
410.80
43
419.54
CB
15 INCH
25
415.00
414.75
44
425.86
CB
18 INCH
215
420.35
414.60
45
425.86
CB
15 INCH
25
421.30
421.10
46
431.14
CB
18 WCH
190
425.44
420.75
47
432.91
CB
18 INCH
44
427.50
425.64
48
433.73
CB
18 INCH
58
428.90
428.00
49
436.00
DI
15 INCH
80
432.00
429.20
50
434.60
CB
18 INCH
77
429.85
429.20
51
435.32
CB
18 INCH
58
430.60
430.05
52
436.95
CB
18 14CH
46
431.80
431.40
53
419.50
CB
24 NrCH
104
414.75
414.00
54
421.74
CB
18 INCH 1
127
416.95
415.45
55
421.74
CB
15 INCH
25
417.20
417.00
56
427.92
CB
15 INCH
173
423.00
417.25
57
427.92
CB
15 WCH
25
423.40
423.20
58
435.41
CB
15 INCH
206
430.70
423.00
59
434.50
DI
15 WCH
67
432.10
431.20
60
438.17
CB
15 INCH
142
432.60
430.70
61
436.94
DI
15 WCH
21
433.10
432.80
62
440.00
CB
15 INCH
114
435.00
432.00
63
438.00
DI
15 INCH
27
435.00
434.70
64
441.23
CB
15 INCH
146
433.70
432.00
65
439.50
DI
15 INCH
49
434.80
434.30
66
443.53
CB
15 INCH
41
435.50
435.00
67
443.52
CB
15 INCH
25
436.00
435.70
68
441.50
DI
15 INCH
67
437.00
436.40
69
441.50
DI
15 INCH
93
438.50
437.50
70
430.98
CB
15 INCH
43
425.85
425.50
71
430.52
CB
15 INCH
50
426.45
426.05
72
430.52
CB
15 INCH
25
426.85
426.65
73
388.50
DI
15 INCH
43
386.15
385.90
74
388.50
DI
15 INCH
60
386.55
386.25
75
396.50
DI
15 INCH
14m
388.00
386.65
TYPE CODE: N0.
JB = JUNCTION BOX RIM ELEV.
MH = STORM MANHOLE
CB = CATCH BASIN/CURB M4LLT
DBL -CB = DOUBLE CATCH BASIN FLOW
DI = DROP INLET (HS63-01 W/GRATE)
OE = FLARED END PSTREAM INVERT
LDI = LANDSCAPE DROP III -ET. INLET AND STREAINVERT
DOWNSTREAM PIPE MAY BE PLASTIC
NOTES:
1. STRUCTURES WITHIN NCDOT RIGHT-OF-WAY SHALL BE TO NCDOT STANDARDS.
2. STRUCTURES NOT WITHIN RMT OF WAY SHALL EITHER ALL BE TO NCDOT STANDARDS OR SHALL
ALL BE TO TOWN OF HOLLY SPRINGS STANDARDS.
3. CONTRACTOR MAY USE TOWN OF HOLLY SPRINGS JUNCTION BOX IN PLACE OF STORM MANHOLE IF
TOWN OF HOLLY SPRINGS STRUCTURES ARE UTILITIZED.
NOTES:
1. ALL STORM PIPES TO BE CLASS III RCP UNLESS OTHERWISE NOTED.
0
copyright © 2003
ISSUED FOR REVIEW -
DO NOT USE FOR
CONSTRUCTION
B 01 MAR 04 REVISED PER TOWN COMMENTS
A 05 JAN 04 ISSUED FOR REVIEW
REV. ISSUED DATE DESCRIPTION
KEYPLAN
PROJECT TITLE
SUNSTAR COMMUNITIES
SCOT'S LAUREL
SHEET TITLE
STORMWATER MANAGEMENT DETAIL
ARCAD S
G & M of North Carolina, Inc.
WWW.ARCAD/S-US.COM
801 Corporate Center Drive, Suite 300
Raleigh, NC 27607-5073
Tel: [phone] Fax: [phone]
SEAL SEAL
_ " SEAL /
W)414
sI ;►4'.j�e4'M.i C�
�F.pQ'?V v�.BeR�I�
PROJECT MANAGER DEPARTMENT MANAGER
R. KING R. KING
LEAD DESIGN PROF. CHECKED BY
D. SMITH J. BECKMAN
TASK/PHASE NUMBER DRAWN BY
0000 B. HARRIS
PROJECT NUMBER DRAWING NUMBER
NC403013 C2,09

copyright c 2003
NOTES: EROSION CONTROL CONSTRUCTION SEQUENCE EROSION CONTROL M~NTENANCE PLAN
57 WASHED STONE SHALL BE USED. PAD TO BE 50' L x 25' W x 6" D AT A MINIMUM. PENDITTT OF ONE ANOTHER AND ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED WEEKLY 1. NCDOT ~5 OR ~ CONSTRUCTION SEQUENCES LISTED BELOW ARE INDE iPECTED WEEKLY ~
BE WORKED ON CONCURRENTLY OR PHASED. AND AFTER EACH RUNOFF PRODUCING RNNFALL. STRUCTURES THAT SHALL BE LICKS IS TO BE PROVIDED. MAY BE iiq''~~iiq ~ GRATE Ste' '~~~i ~ CONCRETE BLOCK WIRE SCREEN CURB WIRE SCREEN
2. TURNING RADIUS SUFFlCIENT TO ACCOMODATE LARGE TR INSPECTED INCLUDE: INLET
N VEHICLES. 1. ATTEND PRE-CONSTRUC110N CONFERENCE. CE S SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITI' BY ALL CONSTRUCi10 1. TEMPORARY SEDIMENT BASIN: 3. ENTRAN O N SHALL BE CONCRETE B
2. OBTAN LAND DISTURBANCE GRADING PERMIT. SEDIMENT SHAH BE REMOVED FROM THE BASIN AND THE BAST ( ) ALL BE BLOCK
MAINTAINED IN A CONDf(ION WHICH WILL PREVENT TRACKING OR aRECT FLOW OF RESTORED TO ITS ORIGINAL DIMENSIONS WHEN 1.0 FOOT OF SEDIMENT HAS 4. ENTRANCE(S) MUST BE STONE TO BE TT HAS ~ ~ ~ ~ ~NTAMINATED
IC TOPDRESSING WITH STONE WILL BE NECESSARY; ADDmONAL INSTALL TREE PROTECTION ON SITE. ACCUMULATED. THE SEDIMENT SHAH BE DISPOSED OF AND THE CONTAMINATED MUD ONTO STREETS. PERIOD ~ gE CANED UP 3 BE CHECKED ~''%ii, ~
MATERIAL WHICH STILL MAKES R ONTO THE ROAD MU PART OF THE GRAVEL SHAH 8E REPLACED. THE STRUCTURE SHALL BE CHECKEO AVAILABLE AT PROJECT SITE. ANY 4. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON THE APPROVED PLAN. FOR DAMAGE AND THE SPILLWAY SHALL BE MAINTAINED. DAMAGES SHAH ~ iii HALL ~ n~~,~ ~~i~i,,,~ iq /,j.
IMMEDIATELY. REPAIRED IMMEDIATELY. WHEN SEtTIEMENT OF THE EMBANKMENT OCCURS, FlLL ,CURS, FlLL GRAVEL FLTER
OF INGRESS & EGRESS UNTIL SITE IS STABILIZED. FREQUENT CHECKS OF THE FOR ON-SITE INSPECTION BY ENGINEERING DEPARTMENT PERSONNEL SHALL BE PLACED SIX INCHES ABOVE DESIGN GRADE. STONE SHAH BE REPLACED 5. APPLICABLE AT ALL POINTS 5. CALL . BE REPLACED ' GRAVEL FLTER ~
D TiMELY M~NTENANCE MUST PROVIDED. 919-551-3938 TO OBTAIN CERTIFlCATE OF COMPLIANCE. WHEN DISPLACED FROM THE FlLTER. DEVICE AN ( )
2. TEMPORARY ROCK CHECK DAM: ~ 6. PROCEED WfiH GRADING. CURB & GUTTER
Q. REMOVE SEDIMENT AND RESTORE SEDIMENT STORAGE AREA TO iTS 4RIGINAI RIGINAI WIRE SCREEN CONCRETE BLOCK
~ EDIMFM TRAPS AND BASINS WHEN ONE-HALF FUII. DIMENSIONS WHEN SEDIMENT ACCUMULATES TO THE MAXIMUM DEPTH ALLOWED. ADD ~O 7. CLEANS Y TO MNNiAiN DESIGN DIMENSIONS. ALLOWED. ADD WIRE SCREEN IONS. RUNOFF WATER GRAVEL FILTER
~ STONE i6 FlLTER BERM AS NECESSAR RUNOFF WATER BLOCKS WITH SEDIMENT
.SEED AND MULCH DENUDED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR 8 WITH SEDIMENT CONCRETE
~ DAYS, WHICHEVER PERIOD IS SHORTER, AFTER FlNISHED GRADES ARE ESTABLSHED 3. SILT FENCE: ~ ES TEARS DECOMPOSES OR BECOMES INEFFECTNE `sO' ANO DENUDED SLOPES WfT111N 15 WORKING DAYS OR 30 CALENDAR DAYS, ANY FABRIC WHICH COW4PS , ~y NEFFECTNE ~
PERK>D IS SHORTER AFTER FlNISHED GRADES ARE ESTABLISHED. SHALL BE REPLACED IMMEDIATELY. SEDIMENT DEPOSITS SHAH BE REMOVED WHEN WHICHEVER , IEMOVED WHEN SEDIMENT
SEDIMENT BEHIND THE FENCE REACHES SIX INCHES. SEDIMENT
9. MNNTAIN S0~ EROSK)N AND SEDIMENTATION CONTROL MEASURES UNTIL 2"z 4" WOOD STUD DROP INLET WITH GRATE
6" MINIMUM Pl7tMANENT GROUi~ COZIER IS ESTABLISHED. 4. STOCKPILES: STOCKPILES SHALL BE CHECKED FOR SEDIMENTATION AID STABILIZATION. ION.
10. CALL FOR ON-SITE MEETING TO OBTAIN APPROVAL FOR Rl]1O'VAL OF CURB INLET
TEMPORARY EROSION CONTROL MEASURES. STAJ~UZE THESE AREAS AND INSTALL 5. SEEDING, FERTIIJZING, AND MULCHING: REPNRS AND
CABLE PERMiWENi MEASURES AND SfORMWATER l~'S. SEEDED AREAS SHAH BE INSPECTED FOR FNLURE AND NECESSARY REPNRS AND APPIi NCDOT ~5 OR X57 RE-SEEDINGS SHAH BE MADE WITFIIN THE SAME SEASON, IF POSSIBLL: LE.
WASHED STONE 11. REQUEST FNrAI APPROVAL BY ENGINEERING DEPARTMENT - CE:RTIFlCATE OF N.4ff~;
COMPLETION. 6. CONSTRUCTION ENTRANCE AND EXIT:
INSPECT i~NSTRUCTION ROAD SURFACE REGULARLY, MNNTAIN IN A CONOiTION TO ~ONOiTION TO 1. THE FOUNa4TION SHOULD BE EXCAVATED AT LFJIST 2 INCHES BELOW THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS VAL STONE WHEN AGAINST THE EDGE OF THE STORM DRNN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GNE LATERAL
PREVENT SEDIMENT FROM LEAVING THE SITE, AND TOP WiTH ADDTtIONAI STONE WHEN NEEDED, SWEEP EXISTING ROADWAY TO REMOVE ANY ACCUMULATED SEDIMENT. SEDIMENT. SUPPORT TO SUBSEQUENT ROWS BY PLACING 2 z 4 WOOD STUDS THROUGH BLOCK OPENINGS.
C2.19 NO SCALE 7. TEMPORARY DNERSION DITCHES: 2. CAREFULLY FlT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
REMOVE SEDIMENT FROM THE FlAW AREA AND REPNR DNERSION RIDGE AFTER EACH >GE AFTER EACH 3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN DIAMMETER, PLACING 2 INCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
RNNFAIL SMOOTH R TO AN EVEN GRADE. DOT #57 WASHED STONE IS RECOMMENDED.
8. GRAVEL INLET PROTECTION:
REMOVE Sl7)OrIENT FROtrI AROUND INLET AFTER EACH STORM. CLEAN OR REPLACE RAVEL ARE USED KEEP THE SLOPE TOWARD THE INLET NO STEEPER THAN 3:1. LEAVE A MINIMUM 1-FT WIDE LEVEL STONE ~ V OR REPLACE 4. IF ONLY STONE AND G ,
STONE AS NEEDED. ARE BE1MfEEN THE STRUCTURE AND AROUND THE INLET TO PREVENT GRAVEL FROM ENTERING INLET. ON THE SLOPE TOWARD THE INLET, USE STONE 3 INCHES IN DIAMETER OR LARGER. ON THE SLOPE AWAY FROM THE INLET, USE i/2 - 3/4-INCH GRAVEL. (NCDOT X57 WASHED STONE) AT A
MINIMUM THICKNESS 4F 1 FT.
S 0 ' MAX. 3:1
DA]~E G RA
G 15 - NOV 1 TALL FESCUE 300 LBS/ACRE AU 300 LBS ACRE 02.19 NO SCALE a 01 MARCH 04 REVISED PER TOWN COMMENTS
NOV 1 -MAR 1 TAIL FESCUE AND ABRUZZI RYE / OR ANNUAL RYE
MAR i -APR 15 TAIL FESCUE OR HARD FESCUE 300 lBS/ACRE 8' SPILLWAY SILT FENCE SPILLWAY: A 05 JAN 04 ISSUED FOR RLVIL~N
MAR 1 -JUL 15 HULLED COMMON BENIUDA GRASS 300 LBS/AC(~ 2~ CONSTRUCTION SPECIFlCATIONS
OR HYBRID BE111rN1DA GRASS 200 lB5/ACRE ~ GRASS 1/4" x 24" WIRaMARE CL~ OR Cl7JTl DROP INLET 4" HARDMARE CLOTH Typ~A~ REV. ISSUED DATE DESCRIPTION
OR ZOYSIA GRASS GRATE STEEL POST W/ i. INSTALL SPILLWAY IN THE LOW POINTS OF EEL POST W/ THE sEaMENT FENCE. KLYPIAN
GRASS ~ WIRE FABRIC OR ST. AUGUSTNE TE FABRIC 57 WASHED SILT FENCE, I T FENCE ~ I I D SL
APR 15 -JUN 30 WEEPING LANE GRASS 25 LBS/ACRE STONE FLTER I I SEE DETAIL 2. PLACE A LAYER OF FLTER FABRIC ON THE
OR BAHIA GRASS GROUND BENEJITH THE SPILLWAY; Pl11CE 6 _ INCHES OF THE UPPER EDGE IN Tt~ Ti~NCH.
JUL 1 AUG 15 TALL FESCUE AND 120 ~'BROWNiOP MILLET ~ 1eSI~
+#~OR SORGHUM-SUDAN M'BRIDS 3019S/ACRE 3. ALONG THE SPILLWAY, PLACE ADDiiIONAI
GATHER EXCI V GAITER EXCESS SLEEL POSTS FOR STRENGTH. THE POSTS MUST ~ BE A MA><IMUI OF 2 FEET APART MIO DRNEN
SLOP :1 TO •1 AT CORNERS AT CORNERS Z METAL POSE, IN SOl1D GROUtq A M OF 18 NVgiES.
DATE ~ SILT FENCE SP~IWAY
p 501BS/ACRE ~ 4. PLACE HARDWARE CLOTH (WELDED GALVANIZED SCREEN WfTl1 SQUARE l~ ~
MAR 1 -JUN 1 SERICEA LESPEDE7A ( ) AND INCH HOLES) ON THE UPHIl1 SIDE OF THE pROJECT TITLE
1 -APR 15 ADD TALI FE9CIlE 120 LT1S/ACRE UPHNl DOWNHLL POSE ~ ~ ~ WASHm STONE W PLACE
~ ACRE STEFl POST MAR 1 - ~1N 30 OR ADD WIB:PMrG IOVEGRILSS 10 lBS/ E BURIED FABRIC I I `J 5. BLIR1f THE BOTroM aF n~ HAROwARE arnH,
MAR 1 -JUN 30 OR ADD HULLED OOMMOtI t1IRINIDAGRASS 25 lBS/ACRE THE UPPER t~GE OF THE FLTER FABRIC BELOW
JUN 1 - SEP 1 ~TAII FESCUE AND 120 l9S/ACRE ~'~BROWNTOP MILLET 35 L8S/ACRE PO51' THE OUTLET AND THE WIRE FENCE IN THE
~~}OR SORGHUM-SUDAN HYBRNS 30 L115/ACRE N TRENCH MID COI~ACT THE FILL
1 -MAR 1 SERICFA LESPEDl7A (UNHULIED-UNSI'IIREIED) 70 LBS/ACRE ' SEP ASE ~ 6. PIAfrE A FILTER OF #57 WASHED STONE ON
AND TALL FESCUE 120 LBS/ - i HARDWARE CLOTH THE UPHU SIB OF THE oLTTLEr. PILE THE
NOV 1 -MAR 1 ADD ABRUZZI RYE 25 lBS/ACRE STONE TO THE T~ OF THE HARDWARE CLOTH
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDmONAL AND OVER THE JOIM' BEIWEEtI THE OUTLET AND THE SILT FENCE.
THIOt ALTERNATIVES FOR VEGETATION OF DENUDED BURIID FABRIC INFORMATION CONCERNING 0
AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WEII UNDER LOCAL ld91
CONDmONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. X57 WASHED STONE 1 ~ 1. INSPECT SST FENCE SPILLWAYS AFTER EACH ~
#~*TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT ~ N RAINFALL. IF EVIDENCE OF UNDERMINING OF
VEGETAiION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 IN HEIGHT . ~ THE FENCE OR OUTLET EXISTS, MAKE REPAIRS
SE FESCUE MAY BE SHADED OUT. CZ.19 NO SCALE BEFORE MOWING, OTHERWI IMMEDIATELY.
EXISTING GRADE Z CLEAN OUT ACCUMULATED SEDIMENT AS SHEET TITLE
N®ED TO ASSURE PROPER OPERA110N OF THE
~ FLTER FLTER. WHEN THE STONE FlLTER BECOMES FABRIC CLOGGED, REMOVE THE CONTAMINATED STONE,
DEPOSE OF Ti PROPERLY, AND REPLACE Wmi
B" ~ CIFAN WASHED STONE.
3. WHEN THE AREA ABOVE THE OUTLET HAS
BEEN STABILIZED, REMOVE THE OUTLET AND
o~ DISPOSE OF PROPERLY. PROPERLY STABILIZE
N U I THE AREA WHERE THE OUTLET WAS LOCATED.
Y N
N SPILWAY PROFlLE
Z N~.SfAllATION 3
o TO CONTROL EROSION SHOULD BE INSTALLED IN ACCORDANCE Wmi
PRODUCTS IIfSIGNED Z WMlFACTUILER'S NI5tRI1CilONS. ANY MAT OR BLANKET-TYPE PRODUCT USED AS A G & M of North Carolina, inc.
F PtEOTECTIVE MADTi SHOULD PROVI~ COVER OF AT IFAST 30X OF THE SURFACE WHERE WWW.ARCADIS-US.COM
~ R {S APPI~D. E~ C2.19 NO SCALE
0 1. APPLY LIE, FERTILIZER AND S® BEFORE LAYING THE NET OR MAT. 801 Corporate Center Drive, Suite 300
Raleigh, NC 27607-5073
i~ 2 START LAYNG THE NET FROM THE TOP OF THE CHANNl10R SLOPE AND UNROLL Te1:919/854-1282 Fax:[phone]
~ 3 TO STAY LOOSELY ON THE SOIL OR MULCH COVER M DOWN THE 6RADE. ALLOW NETINrG SEAL SEAL 4~ga~aaaaaaa
$ >lNIH01A WRINKLES DO NOT STRETCH. o BUT `o ~'®e .
~ i 3. TO SECINTE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS TWiN 6 J
o ~ IN CHANNELS, ROLL OUi STRIPS OF NETTING PARALLEL TO THE INCI£S pip, COVER WRH SpK, AND TAMP FIRMLY. STAPLE THE NET FIERY 12 INCHES 3 CH IDLES AND BOTTOM. WHERE 2
DIRECTION OF THE FLOW AND OVER THE PROTECTNE MUL ACROSS TLf TOP ENO AND EVER1f 3 FT. AROUND THE STRIPS OF NET ARE LAID SIB BY SIDE, THE ADJACIM IDLES SHOULD BE OVERLAP ~I~ 4~~
" d 3 INCIES AND STAPLED TOGETFER. EACH STRIP OF NI:TTTNG SHOULD ALSO BE STAPLED 3 ~~a~
E o DOWN THE CENTER, EVERY 3 FT. DO NOT STRETCH THE t~T WHEN APPLYING STAPLES. Y • 0
ii ~r i~ pp ~~~.~u`„°~ s~6 0°
0 o ANCHOR NETTING IN 4. TO JON TWO STRIPS, CUT A TRENCH TO ANCHOR TFIE END OF THE NEW NET. OVER EXISTING GROUND ~o, ~ va~~ SEED IMMEDIATELY esserr~o~n~~e
° A 12' TRENCH THE END OF THE PREVIOUS ROL1 12 INCHES AND STAPLE EVERY 12 INCHES JUST BELOW THE ANC110R SLOT. COMPACTED SOIL 2 MIN. AFTER CONSTRUCTION
SEED N+IEpATEI.Y 6" MIN.
IrINNTENANCE AFTER (ANSTRUCTIOW / PROJECT MANAGER DEPARTMENT MANAGER ,~/i
~ NSPECT ALL M~CHES PERIOD~AII.Y, AND AFTER RAINSTORMS TO CHECK FOR Rlll EROSION, 3 ` 3 R. KING R. KING /
_ _ DISI.ACATION OR FNLURE. WHl7TE ER0610N IS OBSERVED, APPLY ADDmONAI MULCH. IF 1 1 CHECKED BY 3 LFJ1D DESIGN PROF.
WASTIOUT OCCURS, REPNR THE SIDPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE i ~ D. SMITH J. BECKMAN ~
12 NST'ECTIONS UN111 VEGETATION LS FiRMLY ESTABLISHED. ~ ~ OVERLAP JOIN STR~S lTY ANCHORNG
~ 'I AND OVERLAPPING " TASK/PHASE NUMBER DRAWN BY
uw 12 nnnn R. HARRIS
~ II NUMBER
s$
TEMPORARY DIVERSION DITCH vNC40NUMBER 3013 ~~C2.19
/'o ~5 EROSION CONTROL MATTING PLACEMENT C2.19 NO SCALE
C219 NO SCALE

copyright c 2003
`'Ir ~x
COMPACTED FlLL ~ ~ ~ s~
TEMPORARY DIVERSION OVER INLET F EARTH BERM
DIKE (BEYOND) & 4 MIN. DITCH
I NATURAL
HOLD DOWN STAKES , • GROUND ?•y
24" MIN. EMBEDMENT ~ ° Jy~~ .n z r f
r' TOP OF
~G r
G~ HAND-COMPACTED yQP 4' MIN. Flu -TOP OF
0.5' MIN. DNERSION EXTRA PGST IN MIDDLE
BOTTOM OF DIKE 'HOG WIRE ATUCHED OF OPENING TO POSTS WRH LENGTHS
- DNERSION DITCH f~~ OF WIRE HORIZONTAL METH. POST
" PLASTI INLET .a?„~"' I trw,!,;:,`~1 1' MIN. 12 DIA. z ~~~''r' xa~ . WIRED SECURELY TO VERTICAL P0515
CORRUGATED PIPE ~
r 1 N ` / BAFFLE INSTALLATION -STEP 1
SPILLWAY 11Q~5~
CL 'B' RIPRAP 1. DRIVE S1EEL FENCE POST AT LEAST 18' INTO
4'x4'x12" DEEP SOLID GROUND PERMANENT EMBANKMENT, SEE GRADING PLAN
2. WOOD POSE ARE NOT ACCEPTABLE
3. IISE STAPLES 1' APART TO ATTACH FABRIC
10' MIN. TO 'NOG WIRE'
4. BAFFLE SPACED AS PER APPROVED PLAN. PERSPECTIVE VIEW
SECTION A-A
4 MIN.
LEVEL SECTION +_±~:k~'•;.. FABRIC CUi AND FOLDED 1`••:• OVER THE HORZDNTAL
r.ONSrRUCT10N SPEGIFlC~ATIONS: FENCE PGST • ^..t ••k- FABRIC FOLDED
ti. OVER HORIZONTAL •ti;.,~~, POST
1. PLACE SLOPE DRAINS ON UNDISTURBED SOIL OR WELL COMPACTED FlLL AT LOCATIONS AND ELEVATIONS SHOWN ON THE PLANS.
ti::k; • HORIZOMAL POST TOP OF BAFFLE SHOULD BE 8'
2. SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE DIKE TOWARD ITS OUTLET. IpGHER THAN THE BOTTOM OF FENCE AND FABRIC • • THE SPILLWAY BURIED IN TRENCH
3. HAND TAMP THE SOIL UNDER AND AROUND THE ENTRANCE SECTION IN LIFTS NOT TO EXC®6 INCHES. BOTTOM OF BAFFIE ~
IRENCfI MID 1RENCH ::ti FRIED WITH SOp. AID
4. ENSURE THAT Fll1 OVER THE MAIN AT THE TOP OF THE SLOPE HAS MINNNIM DIMENSIONS OF 1.5 Fi. DEPTH, 4 Fi. TOP WIDTH, AND 3:1 SIDE SLOPES. COMPACTED B'x8' TRENCH,
5. ENSURE THAT ALL SLOPE DRAIN CONNECTIONS ARE WATERTK~•IT. BACKFlLLED AND m COMPACTED
6. ENSURE THAT ALL FlLL MATERIAL IS WELL-COMPACTED. SECURELY FASTEN THE EXPOSED SECTION OF THE DRNN WI1FI GROI~IETS OR STAi(ES SPACED NO MOf~ TWW 10 FT. APART. BAFFLE INSTALLATION -STEP 2
SECTION AT OPENING
OF THE SLOPE AID ADEQUATELY PROTECT THE OUTLET FTtOM EROSION. 7. EXTEND THE DRNN BEYOND THE TOE
8. MAKE THE SETTLED, COMPACTED DIKE RIDGE NO LESS TWIN 1 FT. ABOVE THE TOP OF THE PIPE AT EVERY POINT.
9. IMMEDIATELY STABILIZE All DISTURBED AREAS FOLLOWING CONSTRUCTION. X-X NO SCALE
MAINTENANCE;
A 05 JAN 04 ISSUED FOR REVIEW
INSPECT THE SLOPE DRAIN AND SUPPORTING DNERSION DIKE AFTER EVERY RA1fAl1 AND PROMPTLY MAKE NECESSARY REPNRS. WHEN THE PROTECTED AREA HAS BEEN PERMANENTLY
STABILIZED, TEMPORARILY MEASURES MAY BE REMOVED, MATERIALS DISPOSED OF PROPERLY, AND ALL DISTURBED AREAS STABILIZED APPROPRIATELY. REV. ISSUED DATE DESCRIPTION
KEYPLAN
NO SCALE
PROJECT T1TT.E
TRENCH UPSTREAM END OF STORM DRAIN
SILT FENCE f /-SILT FENCE POST AND WIRE,
SEE SILT FEN SEE SILT FENCE DETNL
HARDWARE CI i-HARDWARE CLOTH
OVERFLOW
1
-Ii ~ 1/3 Plf'E OWETER ~ 1 ~pyy t

pia ~ a i T~
#67 WASHED #67 WASHED STONE SHEET TITLE
3/4' EXTERIOR PLYWOOD NOTES:
BURY BOTTOM OF PLYWOOD
1. OPENING SHALL BE 8' LONG 11 BE 8' LONG
0
N N U
X-X NO SCALE ILE
Y
N
Z X-X NO SCALE 3
0
z 0
G & M of North Carolina, Inc.
E~ N WWW.ARCADIS-US.COM
~ O ~ti U 801 Corporate Center Drive, Suite 300
I ~ L~LN~"b Raleigh, NG 27607-5073
~ 3 10-0 IrIA%. CENTERS Tel: [phone] Fax: [phone] ~ /
N ~ 1. SfEEI POSTS TO BE BURIED A MINIMUM OF 2'-0" 8'-0" MAX. CENTERS 0 1. INSTALL FENCING WHERE SHOWN ON DRAWINGS
0 0 " 1. STEEL POSTS z 8 -0 MAX. CENTERS 2. Ni5fAl1 SLT FENCE WHERE SHOWN ON DRAWMIGS AND 1. STEEL POSTS TO BE BURIED A MINIMUM OF 2'-0" I ORANGE MESH FENCING FABRIC I AND MNNTNN UNill COMPLEf10N OF GRADING. SEAL SEAL AS W4~NIFACTURED BY TENAX OR wgzEa~aeoa ~~A
o ~ MAMIW lNill COMPlf110N OF GRADNVG. ~ ~ 2. INSTALL. SILT 2. U~,STALI SILT FENCE WHERE SHOWN ON DRAWINGS AND APPROVED EQUAL 2. INSTALL SIGNS AT 50' - 75' INTERVALS. DO ~ ,
- ~ i MNNTAIN UNTIL i o~ " ®p ~i MAINTAIN UNlll COMPLE110N OF GRADING NOT NAIL SIGNS TO TREES. ~ q
3 3. NrSTAII SK~VS AT 50' - 75' INTERVALS ALONG SST E ~ r
• • FENCE. 00 NOT NAL SK;NS TO TREES. TREE PROTECITON AREA v~~~ /J P,';"~ 7
E o ii " NO TRESSPASSING " c d ~I
„ _ "HOG WIRE 14 GA ZONZ PROTECTORA ~ I od~''~o. TAMP o I ~ . ~ , r,, r PARR LOS ARBOLES~ N . ° ~ ~
o a " TREE PROTECTION AREA MIN., 6X6 MAX. HOG WIRE" 14 GA NO TRESSPASSING ' BACKFlLL N 40Bjp ~ I PROHNBIDO ENTRAR ti, ~ L S~
MIN., 6X6 MAX. T1WP 4 ZONZ PROTECTOOA gnu a ~ N FLDW I~AfOiltl1~11`~``,,
PARR LOS ARBOLES/ i I
PROHIBDO ENTRAR iv FLOW I " ~ I " I PROJECT MANAGER DEPARTMENT MANAGER
~ \ ~ I /i ' ~ ~ I I ° I I R. KING R. KING
~ I ~ SYNTHETIC I ~ SYNTHETIC FLTER ~ o I I I z FILTER FABRIC I s" ~ I I I FlLTER FABR~ BE
I FABRIC STAPLED " I 6' 11 W STAPLED 12 I I I z 12 OC MAX FILTER FABRIC TO BE UNDER EX. LFAD DESIGN PROF. CHECKED BY BURIED
o I I I ( BURIED UNDER EX. ~ ~ GRADE 12' FABRIC MIN. D. SMITH J. BECKMAN
~ " GRADE (12 FABRIC MIN. TASK/PHASE NUMBER DRAWN BY WOOD POST
l J l1 _.V.
SMIL POST 0000 B. WRIS
_T FENCE ~ TREE PROTECTION FENCING PROJECT NUMBER DRAWING NUMBER
KX~ COMBINATION SILT/TREE PROTECTION FENCING Ko'X SILT FEN
x-x NO scup x-x NO scve SCALE c NO scue NC403013 C2m2O

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