20030620 Ver 1_COMPLETE FILE_20030520

30620
s &ME'
May 30, 2003
Division of Water Quality
401/ Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Attention: Ms. Cyndi Karoly
SUBJECT: PCN RESUBMITTAL
Broadstone Village (All Phases)
Guilford County, North Carolina
Since 1973
Three Decades ... Three Reasons
We listen. We respond. We solve.
''i'rETLANDS1 01 GROUP
JUN 0 2 2003
-:CATER QUALIIYSECTIQN
On behalf of Carroland Corporation and Carroll Investment Properties, S&ME, Inc.
(S&ME) requests that DWQ review the enclosed Pre-Construction Notification for
unavoidable impacts to State waters on this site.
During our Thursday May 29, 2003 meeting at the site, it became evident that the
separate ownership of these parcels, in and of itself, does not allow for separate
permitting applications. Please consider this application as an addition, and amendment
to, the prior PCN application. Where we have made any changes within sections I-IV
and VI-XIII, please allow this information to amend our previous submission. We have
attached a chart. of total project impacts in order to clarify the combined information
presented in Section V of both applications.
At your request, we have verified that the site is within the Lake Randleman Watershed.
The stormwater controls and riparian buffers were all designed in accordance with the
applicable regulations of NCAC 02B .0248-.0254. These are described in detail within
the PCN.
S&ME appreciates your consideration of this project. If you have any questions or
comments, please contact us [phone] or cell [phone]. We look forward to
hearing from you.
Sincerely,
S&ME, Inc.
Sanders McMillan
Natural Resources Professional
AME, Inc.
3718 Old Battleground Road
Greensboro, North Carolina 27,410
Matthew H. O'Brien
Natural Resources Department Manager
[phone]
[phone] fax
[phone] www.smeinc.com
%f
/ Total Area for Phases 4-11 is 90.2-Acres.
! • Total Area of Open Space is 20.8-Acres, including approx. 8.8-Acres of stream buffer
conservation easement.
• Total impervious area is 17.9-Acres.
• Total Built-on Percent is 19.8%
Temporary sediment and erosion control basins have or will be established for all areas of
land disturbing activities:
• Phase 4 (previous app.) has 7 basins all exceeding required surface area.
• The remaining phases have 9 temporary sediment basins all exceeding required
surface area.
• Groundcover shall be placed on exposed slopes within 15 working days or 60
calendar days (whichever is shorter) following the completion of construction.
• No land disturbing activities shall be permitted in proximity to a lake or natural
watercourse unless a buffer zone is provided along the margin of the waterbody of
sufficient width to confine visible siltation within 25% of the buffer zone nearest the
land disturbing activity.
03/20/1994 04:14 3362749171 ROYS PAGE 02
..... w vv Iaw v.,-&-i ,, &MI" rMA AU. J30LiS3000U F. W

Mft 29, 2003
01 'Sion of Water Quality
40 / Wetlands Unit
16 0 Mail Service Center
K*lgh, NC 27699-1650
Ra6gh Regulatory Field Office
Us Army Corps Of E"ineers
6 8 stalls of the Ncusc Rood
Suite 120
Ra*gh, NC 27615
Rc# rcnce; Broadstbone Village
Guilford County, North Carolina
Thi.6 letter attests that S&Mls, Inc. maintains the authority to represent Carroll Imeslment
Proertles, Inc. in all ivgulatory activities regarding thi. permitting of Strcam or wetland
im¢acts associated with the Broadstonc Village Project. As an authorized representative
of earroll Avesrmetu Properties, Inc.,1 attest that our contractual agreement with S&M[:
slidwe their representatives to execute permitting documents on our behalf and authorize
D*Q and Corps representatives to enter the above mentioned property for the putpose3
of r0gulatory activities.
slY.
Signature: Date: _ z-, °??
PridtNamc•c? c_,ccc?:SG;?? ?_
nt16:...._._r ?
Sighing at Authorized Represswative ojCarroll InVesintent Properlies•, Inc.
03/20/1994 04:14 3362749171 ROYS PAGE 03
.. . - .. _ • -- ... wu1 W MA JIU. JJ00000U0U F. W
Mai 29, 2003
UivIlsion of Water Quality
401?%LI nds Unit
165 Mail Set-vicc Ccntrr
Ral6igh, NC 27699-1650
Ral4igh Regulatory FifAd. Office
Us Army Corps 0CF,IjSineers
650$ Falls or the Neuse [toad
Suitb 120
Raldigh, NC :27615
Rordrence: Broadstone Village
Guilford County, North Carolina
Taus! !otter attests that S&ME, inc. maintains the authority to represent C.arrolund
C,urj)orarlan. in all regulatory acdvities regarding the permitting of stream or wetland
impMs associated with the Aroadstone Villagc Project. As an authorized representative
of Ckrrroland Corfioration, I attest that our contractual agreement with S&ME allows
dwir?repremitativcs to oxecute permitting documents on our behalf and authorize DWQ
and Corps mproseniatives to cater the above mentioned property for the purposes of
restl4toiy actlvitiCS.
Slncdrely,
Sigttthutc:
Print ?_ IAc +?.Cc*wv?.cr? ?r ,?3 -
.41911109 ns Avihorizc?cl Rvprrsanratlve of Carroland Co)paralion
Action ID: 200120884
s
lY ?A
U.S. ARMY CORPS OF ENGINEECOP
Wilmington District
County: Guilford
GENERAL PERMIT REGIONAL AND NATIONWIDE VERIFICATION
Property Authorized
owner: Carroll Investment Properties, Inc. Agent: Soil & Environmental Consultants
C/o Kevin Martin
Address: P.O. Box 9846 Address: 11010 Raven Ridge Road
Greensboro, NC 27429 Raleigh, NC 27614
Telephone: [phone] Telephone: [phone]
Size and Location of Property (Waterbodv, Hiahwav name/number, town, etc.): Carroll Investment
Properties' proposed Broadstone Village Subdivision property, located off of Kivett Drive (SR
1113), adjacent to an unnamed tributary of the Deep River, near High Point, in Guilford County,
North Carolina.
Description of Activity: Proposed subdivision development including road access resulting in
impacts to approximately 0.061 acre (150 linear feet of stream channel impacts) and pond
construction resulting in impacts to approximately 0.134 acre of the jurisdictional waters of an
unnamed tributary of the Deep River. [Cumulative project total of 0.295 acre (150 linear feet of
stream channel) impacts to the jurisdictional waters of the Deep River.]
X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Section 404 and Section 10.
X Nationwide Permit Number NWP 39
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and or appropriate legal action.
This Department of the Army Regional General,/ Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact John Thomas at telephone numb [phone], exte sion 25.
Regulatory Project Manager Signature
Da
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF:
V. Total Impacts proposed for all phases of development.
1. Stream Impacts, including all intermittent and perennial streams
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?
especify)
Sa Culvert 126 u/t Deep River 3' Perennial j
Sb dissipater 14 u/t Deep River 3' Perennial I
SA2 Culvert 122.5 u/t Deep River 2.5' Intermittent
S132 dissipater 21 u/t Deep River 2.5' 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.uses.eov. Several intemet sites also allow direct download and printing of
USGS maps (e.g., www.topozone.com, www.mal2quest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 140 Linear
Feet (Perennial) & 143.5 Linear Feet (Intermittent)
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit
? Section 10 Permit
X 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
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 (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Carroll Investment Properties, Inc.
Mailing Address: 404-B North Eugene Street
Post Office Box 9846
Greensboro NC 27429-0846
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: N/A
2. Agent 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: Matthew H. O'Brien
Company Affiliation: S&ME Inc.
Mailing Address: 3718 Old Battleground Road
Greensboro NC 27410
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 1 of 8
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: Broadstone Village - Phases 5-11 (please consider in combination with
previous submission for Phase 4 as per explanation in cover letter)
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
Property Identification Number (Tax PIN) ACL-94-7041-950-31 & 32
3. Location
County: Guilford Nearest Town: High Point, NC
Subdivision name (include phase/lot number): Broadstone. Phases 5-11
Directions to site (include road numbers, landmarks, etc.): From RaleLy_h: 1) Merge onto I-40
W. 79.30 miles 2) Mere onto US-70 W via exit number 123- on the left- toward HIGH
POINT/CHARLOTTE. 8.14 miles 3) Turn RIGHT onto RIVERDALE DR. 0.26 miles 4)
Turn LEFT onto HARVEY RD. approx 0.25 miles 5) Look for overgrown driveway
associated with abandoned homes/barns on the right 6) Turn into driveway.
4. Site coordinates, if available (UTM or Lat/Long): 35° 58' 9.04"N 79° 56' 3.09"W
(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 water body.)
5. Describe the existing land use or condition of the site at the time of this application: This
site is a mostly wooded and contains numerous abandoned home sites.
6. Property size (acres): +/-67.96-acres
7. Nearest body of water (stream/river/sound/ocean/lake): Deep River,
8. River Basin: Cape Fear
Page 2 of 8
(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/.)
9. Describe the purpose of the proposed work: The development of this property requires a
stream crossing. The applicant wishes to cross a small, perennial stream using 107.5 Linear
Feet of 42" RCP. With the 14 feet of rip-rap dissipater, total impacts to stream bed would be
140 Linear Feet.
10. List the type of equipment to be used to construct the project: Trackhoe. Dumptruck.
Dozier.
11. Describe the land use in the vicinity of this project: Surrounding lands mostly agricultural.
12. 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.
Corps has verified the stream boundary surveyed by other consultants. A permit was issued by
the Corps (AID: 200120884) on June 7, 2001 for the initial phases of the project. (Copy
attached)
IV. 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:
None anticipated These phases conclude the expansion of the Broadstone Development.
V. 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
Page 3 of 8
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* 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 http://www.fema.p-ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams
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?
leasespecify)
Sa Culvert 126 u/t Deep River 3' Perennial
Sb dissipater 14 u/t Deep River 3' Perennial

* 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.uses.t?ov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mal2quest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 140 Linear Feet (see
attachment V, for actual total pro'e? ct impacts)
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Page 4 of 8
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.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VI. 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.
Crossina is essential to the development of the property. Applicant has minimized the width of
the crossing to keep impacts below 150 Linear Feet. Through Coordination with the CitYf
High Point applicant has reduced roadway widths from 30' to 25' throughout the development,
and this has further reduced anticipated impacts. Initially the plans required an additional
perennial stream crossing, but the applicant worked with the Corps to avoid the eastern stream.
As per NWP general conditions: appropriate soil and sediment controls will be place and
measures taken to minimize disturbances to soils and aquatic habitat.
VII. 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
Page 5 of 8
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
http://h2o.enr.state.nc.us/ncwetlands/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) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hap://h2o.enr.state.nc.us/wr2/index.htni. If
use of 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): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 6 of 8
VIII. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No X
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 ?
IX. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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 Suppl Buffer Requirements), or other (please identify Yes )?
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.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 17,010 3 51,030 ft
2 11,340 1.5 17,01082
Total 28,350 68,040 ft
* 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.
Page 7 of 8
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.
A permanent easement will be conveyed to the City of High Point in which no structure or land
disturbing activities are allowed. The natural ground cover and the natural tree canopy must be
preserved with the exceptions detailed on the attached Watershed and Erosion Control Plans. The
total area of conveyance is to be approximately 383,328ft , or 8.8-acres. This is 315,288 ftz , or
7.2-acres in excess of above buffer calculations.
X. Stormwater (DWQ Only)
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.
--See Attached--
XI. Sewage Disposal (DWQ Only)
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.
Non-discharge. Public sewer.
XII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
XIII. 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 client wishes to inform the Corps and DWO that this project is on hold pending the
regulatory response to this permit request. Also, plans are drawn with 30' roadways, these have
been reduced to 25'.
Applicant/Agent's Signature v /1- oWick--,J
Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
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?OF V4HT9Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
`O G North Carolina Department of Environment and Natural Resources
F Alan W. Klimek, P.E. Director
O Division of Water Quality
June 16, 2003
DWQ# 03-0620
Guilford County
Mr. Roy C. Carroll, II
Carroll Investment Properties, Inc.
404-B North Eugene St.
Greensboro, NC, 27429-0846
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Carroll:
You have our approval, in accordance with the attached conditions, to place permanent fill in 143.5 linear
feet of intermittent streams and 140 linear feet of perennial streams in order to construct the Broadstone
Subdivision Project in Guilford County, as described in your revised application received by the Division of Water
Quality (DWQ) on June 2, 2003. After reviewing your application, we have determined that this fill is covered by
General Water Quality Certification Number 3402, which can be viewed on our web site at
http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide Permit Number 39 when it
is issued by the U.S. Army Corps of Engineers. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-
Discharge, Randleman Rules and Water Supply Watershed 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 in writing and you may be required to send us a new application for a new
certification. If the property is sold, the new owner must be given a copy of the Certification and approval. letter
and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the
future) exceed one acre, 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, as well as the
additional conditions listed below-
1 . Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and
waters or areas within 50 feet of all streams and ponds on the property. These mechanisms shall be put in
place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later). A sample
deed notification format can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands ;
2. The culverts required for this project shall be installed in such a manner that the original stream profiles are
not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed). Existing
stream dimensions (including the pattern and profile) are to be maintained above and below locations of each
culvert. The culverts shall be designed and installed to allow for aquatic life movement as well as to prevent
head cutting of the streams. If any of the existing pipes are or become perched, the appropriate stream
grade shall be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and
re-installed correctly.
The Applicant must submit a plan and receive written approval from this Office to address any head cutting
that will occur as a result of this project (e.g., use of cross vanes downstream of the culvert).
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
APA
Customer Service
1 800 623-7748
Use of native vegetation and other soft stream bank stabilization techniques must be used where
practicable instead of rip rap or other bank hardening methods; If rip-rap is necessary, it shall not be placed
in the stream bed, unless specifically approved by the Division of Water Quality;
13. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been completed.
The responsible parry shall complete the attached form and return it to the 401/Wetlands Unit of the NC
Division of Water Quality upon completion of the project. Please send photographs upstream and
downstream of each culvert site to document correct installation along with the Certificate of Completion
form.
If you do not accept any of the conditions of this certification, 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.
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 Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
File Copy
Matthew O'Brien, 3718 Old Battleground Road, Greensboro, NC, 27410
030620
Triage Check List
late:
Project Name: e V WO S
DWQ#:
County: w?d?Gf
To: ? ARO Mike Parker ? WaRO Tom Steffens
? FRO Ken Averitte ? W' O Noelle Lutheran
? MRO Alan Johnson WSRO Cyndi Karoly (Central Office
? RRO Steve Mitchell
Telephone : (919)
From:
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
? 1 inimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman).
? Pond fill
? Mitigation Ratios .
? Ditching -
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetin s?
? Cumulative impact conc
?omments:
.?
% rl _ , _

w+o P r if ALA?
S-e
e
"" 4 1 - J
VAIArl
Office Use Only: z , o ve is ?tob 2001
USACE Action ID No. DWA. 0620
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing WIII nNDS1401 GR1. Check all of the approval(s) requested for this project: vVt a??
X Section 404 Permit MAY 2 Y 2003
? Section 10 Permit ?T?RQU
X 401 Water Quality Certification A???v ?+r1?
r! Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
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 (see section VIII - Mitigation), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Carolland Corporation
Mailing Address: 404-B North Eugene Street
Post Office Box 9846
Greensboro NC 27429-0846
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: N/A
2. Agent 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: Matthew H. O'Brien
Company Affiliation: S&ME Inc.
Mailing Address: 3718 Old Battleground Road
Greensboro NC 27410
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 1 of 9
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: Broadstone Village - Phase 4
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
Property Identification Number (Tax PIN) PB 147, PG 3 5088 OG 1618/ Tax Map 508-1 Part 4
3. Location
County: Guilford Nearest Town: High Point, NC
Subdivision name (include phase/lot number): Broadstone, Phases 7-11
Directions to site (include road numbers, landmarks, etc.): From Raleigh: 1) Merge onto I-40
W. 79.30 miles 2 Merge onto US-70 W via exit number 123- on the left- toward HIGH
POINT/CHARLOTTE. 8.14 miles 3) Turn RIGHT onto RIVERDALE DR. 0.26 miles 4)
Turn LEFT onto HARVEY RD. approx 0.25 miles 5) Look for overgrown driveway
associated with abandoned homes/bams on the right 6) Turn into driveway.
4. Site coordinates, if available (UTM or Lat/Long): 35° 58' 9.04"N 79° 56' 3.09"W
(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 water body.)
5. Describe the existing land use or condition of the site at the time of this application: This
site is a most wooded and contains numerous abandoned home sites.
6. Property size (acres): 81.57-acres
7. Nearest body of water (stream/river/sound/ocean/lake): Deep River,
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at hLtp://h2o.enr.state.nc.us/admin/mai) .)
Page 2 of 9
9. Describe the purpose of the proposed work: The development of this property requires a
stream crossing at the eastern end of this phase of development. The applicant wishes to
cross an intermittent stream using 101.3 Feet of 60" RCP. With the 21 feet of rip-rap
dissipater and plunge pool total impacts to stream bed would be 143.5 Linear Feet. The
watershed is classified as WS-IV.
10. List the type of equipment to be used to construct the project: Trackhoe. Dumptruck.
Dozier.
11. Describe the land use in the vicinity of this project: Surrounding lands mostly agricultural.
12. 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.
Corps has verified the stream boundary surveyed by other consultants.
IV. 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:
None anticipated. Surrounding lands under separate ownership.
V. 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.
Page 3 of 9
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* 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 http://www.fema.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams
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?
leasespecify)
Sa Culvert 122.5 u/t Deep River 2.5' Intermittent
Sb dissipater 21.0 u/t Deep River 2.5' 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.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com,
www.mUguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 143.5 Linear Feet
Page 4 of 9
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
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.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VI. 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.
Crossing is essential to the development of the property. Applicant has minimized the width of
the crossing to key impacts below 150 Linear Feet. Through Coordination with the City of
High Point applicant has reduced roadway widths from 30' to 25' throughout the development,
and this has further reduced anticipated impacts. As per NWP general conditions: appropriate
soil and sediment controls will be place and measures taken to minimize disturbances to soils
and aquatic habitat.
Page 5 of 9
VII. 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
http://h2o.enr.state.nc.us/ncwetlands/stn-ngide.html.
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) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/WM/l*ndex.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Page 6 of 9
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
VIII. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No X
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 ?
IX. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
Yes ? No X 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.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
Page 7 of 9
* 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 213 .0242 or .0260.
N/A
X. Stormwater (DWQ Only)
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.
All surface waters on the prove are protected by a well designed sediment and erosion control
system of diversion ditches filter basins, check dams, and silt fencing. These devices are
designed to be seamlessly incorporated into more permanent stormwater controls during future
stages of project development.
XI. Sewage Disposal (DWQ Only)
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.
Non-discharge Public sewer.
XII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
XIII. 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 client wishes to inform the Corps and DWO that this project is on hold pending the
re ug latory response to this permit request. Also, plans are drawn with 30' roadways, these have
been reduced to 25'.
Page 8 of 9
S- z
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
02/25/1994 00:41 3362749171
.. .. _. _- ..r- -- -V ..'. NMI W

April 29. 2003
SWIM Int~
Addreft 1718 Old 11auk8roundi !toad
City, (11miuboro
State: N*dh 4rplinp Zip: 27410
=tea -
Telephorlw. [phone]
Fax: [phone]o
Project Name:
Project locmlorr M"M Addmw4
City High Point
Proposal Numlaer. 1588-o3dro4l
Yhig AWlea lyl forSsrviogs Is incoi
Job Number.
Client Name. C.
(hereal(ier Cl1w Attn: Mr. AI Leonard e-,OrQ`
Aggres& Post 011icc Box 9846
Clty: Orccasboro
Stlife: NordiCarolina zip, 27429.0846
Telephone:
PROJECT
PROPOSAL MR NATUft. RESOURCE CONSULTING
1'troadstonc Village Dcvcloplnenl
Seta North Carolina zip
SERVICES TO BE RENDERED
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MlMnco on t?trun yienmil 01 Zorti,o& wl
krlowledge
SAVOY . vAlh r epoot
Consultant shaft take attfoty promrir
laws, rules, rogut;rtiorro,slafubssor,
ordl
conduct+rgaoetlries00 ftSI .thonei
safety and cOMPpIijAnoe? ?p le^blo
9"FIDI IAUatY - Suws
undr:r appuewb low or requlatbn
informamany At to me6artncttloni
the perfomrartca lfso Service, to G
psrsonadoel nA bvtltaauU+orizfore
arwtl
will ee d;, ridll Unto
exponan, roNlinfjgjp
by Clil and ?ge
Sorvicea, i,>tbdln0
Phoccoroy rAetda or
IN* A91 MIOnt An
ConwraAnt,
atoli:ufncieP?R?
invoice to mane erpgpsy
warramb thAt an tn(I
project 10=10a era
Client, rlaaleturn
eluded lrni rt to,
101
Varnaoe toAthe prank
Client 1400erdna I
Agreement May caul
thatwo INtatent?l
or hpid dtaM I
Should Client not bin t
of Via 11to"IM
Indemnity. end
atbntoy'sfeosby ere
owner which are shills
sitjea and the yr?usalita
& knom TO Clio
Mode y,4hdN O4
Iyurle? e?.Atisslndpn
from rrumfle Of I*
cabli:a, woi all
extsb,?sy of tuoi+
eonsedy bp,fjlleti
la
of I
u en prOVrdad ter the
is Project andMe q01
feats, subject io lilt
a, ail inalruntmnte or
fibCWsurt ri $noo
4 including ?dpon
or forward aopi" of
to such reports owl
rr•wv w auangers or Add!
01 9 rayon prepared for
iced to the stimilorl to the
At Its 1018 dieorolidn b grant
i teas for 9rahring such A
M31011 0Ata of aorvico shell
or balls far elai- .n.. el client
wise Client shut fnd?inrne ley and hold
rata and subeontraetars tram anyand au
1000 aHeinp from any strangers uec or
on such use or repent Is with Clianl'a
TO the ills roqulreif ?yrym?hder3L sllaate an 1i011i
narp00, ShduldCllee4ar third parosa.bo
1011/11411 hAVe resperrantill ft' roe theirown
q .'W a
It and modia,
Conoulionlor
rcmafa the s,
OF.CLIeNT -
wsrranta
to me
ohs or
rm or
fly of
wv' tin. anti pKmlaatalr q perforim the aeNlees
Renaonab» preCAu:iOM will to thtken to minimize
from COn40IQPt'9 AcW150e And use of equipment.
11ppoprh,rmana of the eervives Included in this
Afton or damsgga to 1» site, CI AI Ao000U Ise fact
rk and wiq rgllaokto 0011eullantforreimbursemont
r rosponsibla for ate! such aRaration or damegs,
U tha properly, (Ion Gl entpgrcu tb natiy via owner
rbUlty 0( anavolda If arm* on %ar?d damag0ea and to
Wliort aagQaUy?t Any at0rma and poste includ?f
W14144" aytfln o9r?t MlonortheOtothrvvghgive
Isod" the en It y 00f* # litipa eUrving the Project
CCWatC (OCAildn of hides() O(Gb oreman-mado
veloAuldtealsorbofngIocagons ellantnorecsto
10
r wra a aaenuon or std tuition not
N hod CID
Y?M:NC 1-A%wrlROnnoceo,Clienhor
Manse Of Ally lurt lef (,104080 inotuded In
party dolurmina te,minadon is in the
ROY5
1 1If% lav. 4J1,r.6VVVUV
I'XNL U f
r, ul
Co sultantrlulstopwo konall3CniC#61Mncud d ntthia 9 tam??n?ftilanddeliver
any i/l?tromenta Of Service Complete at thpt lime the to Client and Clent shall pay
any in lent for ab urvicoa performer) up to dispatch or raoe)pt 91 the
termination nouns. Upon Tort inig;on for Convenience. Consultant and Client
anon have no n1•yl?r?ligphts or remedies ahoy than ftilo inoiuded ateeirl,
UNpORFalAN OCCURRENCES . 0. duling d+0 performance or
leOr"1 41hereunder. Qf any unforeseen unfureaeen 0011dOnauer Ocaurfanc? are tl=uuhlerad
which, in Consultant's'udrjtr vnl ¦lsnleeantly arfe? or may affect the 3*Mcoa.
Consuitani%it:nodvr nlank99-services. M1? sr 'nTnve g6 ope0144mcak
may: far IF Pra"Citble, in COnsultanj'a judpmint and fells a?fprowl aj plant
Comp tee the oAgtnal eCOpe or aervicac In accOrdartce wllh the roGedures
on9lnally ti+Wnded in the Prop09ah (b) Apploo led h;:deal to nnod'AAyy the
services and tha Oahimate Of chAk?4NS to mdadc the prevlouCly yntprace0nf
00nd1li0n8 or o000ryenC@C, Luchr?tv131otr to be In writing rind aNjnod by eve p&A'so
and incorporatgd heroin: or (e) Terminate the farafcas 01101:4ve on No am* of
notification pursuant b that terms 617FRMINATION FOR CONVENIENCE,
DELAYS :es - Should OOrnPWon of anyy portion of the Servicea be
dole boyond the reasonable gong or or without IN fault or
neDl1jed lot Of Consultant, the tifne rot perfo?Inonce Shall be extended for a
period oquai to the dNA
INSURANW Consuhant snail maintain at its own etcppenro am
following inurnnee susjadr to normal industry exclusions: (1) Worka.,o•s
Cotnpcnaation InnuranM and Employers Liability Inallra,ICe. f4 Campre•
ncnawe Automobile liability Insurance witn t1nsits o1 SI,fto0,000,00. (3) 6enoral
LiAbilit Insurance Willi tintda or $1,000,0M.012, CArlifcalr: can be Issued open
regue?r Iddntiyln tlYbJO:irttl Iimltl of oovaaAe,
INDIUNITY- CdvM agrees to Indemnify, defend and save hdmtlass
COnsuUnt,ltse, 11%omployeeaandsubcon0actorltfront andaAeinslanyand
all IOCSee,flab:°is, and costa and expensev vl eyory klnd (inolildlno coat of
dofont:s, mvcctiMon, K-111ement, and re,osonable attorney's fevs), which
Ceheultant In incur, baoome responsible for or PAY Out at a result of bodily
injuNcla (tn MIng duotn) to any Wilon, domwge to any properly or born, to the
extont ceuaeo by Client's n0giigenee or willful mlocooduct.
from and agaii nnst any an7 iu?MOO, liabilities. and^cosb and xp nses ofClient
kind (lnaludin cost of defonsa, investigation, senlament, and reasanrtble
otiornays lecs1which Client tn4y incur, become rOsponbmte for or pay out as a
rocultof bodies injuries (including deadn to any porson, demago to any propeltsy
or boft to ih4 extcntoauead by Consulisnrs negFgence or witllul mieoonduck
Client and CaroultantshalL In the event or liability arising oatvl their
foot ne0119lenct or willful miscondief Indemnify, defend, And save harmieaA
ItAoh odwr in pproporllon to tnelr relative dagr<wof fault
t;APT10NSANDHEADiNCS-Thos as and headingsthroughow
this AV(lwnsnt are for oonvenlonca and reference only, and rho words
eontamod tttCrain ShAii in no way be held or d@emed to define, limit, dwscrlbe,
modify, or add to the intcrorvlafion, construction, or meaning of any provision of
or scope or intenl of his Agnemont.
thereof b anypirR?of GMe?l6ince. silatll to arty extent be Invailq tthe ,=ych
erovisian aloe be modili.d if
poysibl+r. to ruitGl tns Infant of are paruw as
reflected in tilt Original erovlclOrL U+a ramal?der Of this Agresmon? Or Vp
a . pilcatlOnof tuLb Yrovis on le psrsone or rrrevrnatancsa other dun thoaeas 10
which It Is hold invalid, Shall not bat affacurd thereby, and each provision of fhpt
Agreement shall Do val;d And enforced to the funast "lent parmiped by low,
pppp NO WAIVER - No waver by elther pest' of any default by tF, whor
beroyonsau rs a waiver of anyvfut?urevde auk whether tlike or fle ant in
Onaraclor.
LA shal Do governed by aniddconstmod In aCCOrd mo41w1?the laws of
tho state in wnicn uw "cot !s Ivcatad.
TN1SA?p MErtT?ie DcMt6s?kYCONOITIONED ONtLldsrSAS59PT TO
YHE TE'RMd AND CONDITION IOETA(Lf0 HKPMN,
n
undcrt,tartd g?IS d agreement btlwe ns the pa 48?p represents dMj tC i"
sorvioes and spersedes any and an prior naeobanons, dillw6dons aria
Agreements, whether written or oral between the paa,es roggrding same,
- -om No amendmonl or modifoalien to this A9rsentont or An w0++mr of any
provisions hereof shall be elrea6ve unless in wrnmo, signed by both partios.
tat WITW&* WNdAECFr tho' Pal" 0l1111s ;hOve emsed this Agrotetltent to be YxMuled by their duly OlUmorlked rtrp essentowe,
CLIENT'
G&M9, inc.
. hY -1Vlet 1e? T:?3'1?t en;
Natufal Resources DApatirtunt Manager
02/25/1994 00:41 3362749171 ROYS VAUt ne
AMENDMEA'T TO S&ME AGREEMENT FOR SERVICES
PkOJiJCT NAME: Broadslione Village, UME Proposal No. 1588-03-PO41
WCATION: Greensboro, NC
TICS AGREEMENT, by and between the Owner; CARROLLAND CORPORATION, P. 0.9846.
09ee114boro, N. C. 27429, ]Phone # : [phone], Fax : [phone]
Abd the Contractor: S&ME, inc., 3718 Old Battleground Rd., Greensboro, NC 27410
1P?ons AI: (336) 28&7180, FitxN: [phone]
%41tnesieth: The Owner and the Contractor, for the consideration hereinafter, agrees as follows:
biee received by the S's of each month will be paid by the 56 of the following month. Any invoice not
submitted within ninety (90) days from the last furnishing of labor for which the invoice is billed shall
become invalid and Owner will not be liable for payment. All work must be complete and accepted prior to
tidal payment.
4i 3-SAFETY
Cntta r agrees to meet or oxceed the minimum standards Imposed by the most recently enacted federal
replat ions. No Contractor shall be required to work under conditions which are unsanitary, hazardous, or
drOgerous to health or safety. Contractor agrees to indemnify and hold Owner harmless from any and all
dalnagel or claims resulting from such conditions. Such conditions, if identified, should be reported
In nediptely to the Vice-President.
Disante moment
TMA cement shall be gov tad by North Carolina law, and any legal proceeding involving this
agroemint must be brought In Guilford County, North Carolina.
Ally controversy arising out of this agreement or the work described herein may, at Owner's option, be
sailed Arst by pre-litigation meditation, and if unsucecssful, then by arbitration under the rules of the
Adwrfean Arbitration Association applicable to the construction industry. Mediation and them arbitration
aWI be the primary method of dispute resolution. Judgment on the award rendered by the Arbitrator may
be mound in any court having jurisdietioo. All arbitration expenses Incurred by Owner, including
$400 eyb' fees, shall be paid by Contractor if the outcome of arbitration is designated as favorable to the
Owner by the Arbitrator, Theft shall be a single arbitrator. No lions may be filed until pre-litigation
modleddn concludes with no battlement being reached. Also at Owner's sole option, litigation may be
initiated instead of arbitration, by the Owner giving written or verbal notice to Contractor within $ business
days of On conclusion of mediation. Any litigation involving this agreement or work described heroin shall
be by judge only, and the parties hereby waive all right to trial by jury. Contractor shall not cause a delay of
any work during any dispute proceedings, except by written agreement with Owner.
Extra Work
No exdxl work, additions or changes under this contract shall be recognized or paid for by Owner without
prior written agreement. Approval by an Officer of the company is required before any additional costs are
inchrred.
O
y a?
Dab
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68 r W E
k
OLD U r t, Inc
?rnE e
r, W1 .SRO S
? `, _ '
Lake t: # s ?
-4, t
r' o T ! - r'
i+.fadl2lf?'$tOiill?'!-
/ ?? ? i 1? t ? r}•4
4A %
Y_ 1
y East E? a
911 h ?. ??? i ? , _ ._. g?' r y_._.,_e.,, ? /: ?-
k ? t,?t?t??•
High Point
61
'T T
68
85
ki-e- ion
RID
fffff 4 t t?t i ?y ? Creek
62
HUM 9
Dy ?
0 0.5 1 2"' tip` `1? i r y,
Miles
Scale: 1" = 1 Mile Broadstone Development
Drawn B : S. McMillan Vicinity Map -Phase 4
Checked B : M. H. O'Brien Guilford County, North Carolina
Date: MAY - 03 ENGINEERING TESTING S&ME Project # 1588-03-025
FNVIRC-JNMFNTAL SERVICES
* 5'`?4 s

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0 250 500 1,OQ0
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,f ?ff
Scale: 1" = 500 Feet Broadstone Development
Drawn By: S. McMillan Topo Map -Phase 4
Checked B : M. H. O'Brien - Sam Guilford County, North Carolina
Date: MAY - 03 FNVIRCN"3NMFN AI sFQViF? S&ME Project # 1588-03-025
a 7 7 1 -'r
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. • +"?¦? '
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W I " 1170; ~ t l / / /l / / / ~ I r' ~ i r / r, / / , / / r
~ - , ; . / ~ TEMP SED. BASIN 113 ~ i 175'1 / / / l l , / l l A - r /r r r -i
/ - • ' DIST. AREA: 3.36 ac. i 1621 I ; , / r
' / ~ DRAIN. AREA: 3.36 ac. - / ~ i / ,02: 7.9 cfs , , - _ ~ 1161 I I / / ! ,-I /
/ ST AGE REQ.: 6048 cu.ft. \ - 'l ST A PROV.: 6048 cu.ft. I / i ' 1 ~ _ - '
I - ~ i. ~ RF ~~EA REQ.: 3441 sq.ft. q f l EA PROV.: 4725 s .ft. q TEMP SED. BASIN ,14 ~ ~ / / l11M - r / ~ DIST. AREA: 2.00 ac. r Q i ' ' /
\ " ~ ~ ~ : _ 1 TTOM DIMS : ~ ~ _ I~ DRAIN. AREA: 2.00 ac. I ' r r /
~ - Q2: 4.7 cfs s (n- _ _ ~ WEIR LEN. t 9.D' l _ ~ ~ ~ STORAGE REQ.: 3600 cu.ft. II 17i I ( q i ~ RIP- AE-A~JD. / / l r ~ / .1 r r / i
'r ~F F.ABRIG \ r ~ / ~ STORAGE PROV.: 3650 cu.ft. I _ . ~ / - .y. j~ IjN~ / \ SURF. AREA REQ.: 2048 sq.ft. ,
' II j ~ I ~ l''~l£MP ' - , SURF. AREA Pf?OV.: rio42 sq.ft. I .174; / ~A ~ _ , I / ~ ~ ~ / B/ TOP DIMS.: 39 X 78
J~ \ / . _ % ~ \ 1 / / / - ~ ~ - ,BOTTOM DIMS.: 2T X 66' s ~I i \ ~ ! ' ~ ~ \ I / ~,q ~ `T~RTIi: 3' \ ~ ! r1V I ti_. ~ I I / ~nA WEIR L~NGTH:.6.0' I . i Il r / ' ~~i,~ r / i ~ i i / ~ ~ r
_ - / / / i i / if / / , / i i i / ~r r i ,r / it/.
/ i ' .
J / `18 P TEMP. \ \ , 117 I 8" CPP TEMP, r J J ' SLOPE' RAIN \ \ ~ / S l / / % r ~i 'i
I \ . 8 I ~ OPE AIN ~ v ` - , ~
S S ~ 1 I! ! . I ~ I 1 _ ~ ~ / ~ / / ~ ( / ! Ali' - ~ ~ j I ~ r 1 'I 1 a 1173 I 1 / / I/
~ f' / ~ ~ . ~ ~ , , , i r /N i / 1 / r~ r I ~ 'Y>' f. r l / i ~ / / ' ' r ! I ' /
II / J ~ ~ I 1 i 1 I J , i I . ~ _ -/l f y ' / r r r r / /l / l it i r- r / r 'I
I I\ ~ I A l / j r~ ! .v v ~i v ~ ,v v. I A, '1 '1 i i r I I r /
~ ~ I A l y ~$.1 V l 1 1 I r , I ~ ~ ~ v 1 1 i I I J I , _ - ! ~ r _ / 1 r r r'i l . _l ' l ' ' ' ~ r - ~r
~ I f ~ / / 00 \ \ \ \ I i 1 I I 1 I i 1 ' I II II , / i , , r Ir l ri I r ~ -
\ I I , l \ j~ v \ c~ r 11 r r I I II i I I r. I I ti I I I I
V 1 1. ~ ~ ~ C~ ~ , A A'~ i ~ r r I I I I I ,~_r I I I I I I I 1 / I 1 ! r \ I ~ 1. I'
I I I I I ' I 1 I I ~ f ~ ' r
\ 11 \ ~l ~ , / l _ L.' J, I / ~ \ . ~ i ~`.\I \ .~,1 , ! 1 1 I A, I I I i i ~ 1 ' - Y-
I I \1 \ \ tJ \ ~ 1 / ? / _1 ~ ° i ~ \ , , 1 / r I I I I i k I li i I li II \ i t 1 11 / i ~ ~ ~ - - - ~ ~i ` it ~ 'i ~ ' ` \ / ` \ !
V~ i \ v I r - I I I 1 \ \ \ \ \ \ r I ~ l 1 / / ~ / / / - pp \ / ~ \ \ ,1, \ \ \ . I I ' I ~ I I r I I I ~ li 1 A va: I IJ I i 1 I I - _ ~ ~v 1 e~ ~ O 1 1 1 -
VV A V t / I I f / / / i ~ ~ / ~y v v ` 1, 1 i I I II I I I , _ I \ / / I ~ \ , \ , I I I ~ 1 1 \ , A I / ~ \ ~v , I ` , ~ ~ 1. \ I I~ i 1 i \ a 1 ~ I
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\ ` 1 I tOn 1 / / / / ! r / ~ \ i ~ \ ` , \7 , . ~ 1 1 ~ ~ r I I I \ ~1 1 - , \ \ 11 / r \ \ \ \ \ ~ _ \ \ \ \ 1 1 I ! L I l I l ~ / ~ r / i - ~ \ \ \ \ " , \ . ~ \ \ \ a r ~ I 1 ; ; " , `~x ~ \ _ \ / I / \ \ a I a \I j' ~ ~ a ` \ a 1. U ~ L~
\ \ , S l ( l l l ! ! / I ~ pp~`. ~ \ \ \ . \ \ , rr. r\ I I 1 1 \ r/ 1 1 \ \ 11 \ Y p~ I Q Q
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02:\ 2.1 ~Cfs \ \ \ \ ~ J w I 11 I l i / , I i i ~ 1' \ , \ \ , , , ' , i I ~ t \ \ '1 \ STOt~ GEYtEQ.. 6 . cl ft. \ \ \ V \ / \ I, I ~ I / , \ , \ \ , , , 1 , ` .~1 ~ , _ \ \ V\ ~ a I / / t 1 A I \ \ \ 2
STOR PROV: \V6 $ cu.. \ \ \ I 1 ! I 1. • \ +ll 1 \ \ \ , 1 \ 1 , ~ ' , I Si7RF. EA\REQ. 1~ s \ \ ` / \ ~ O. \ \ ' 1 1 J I r''^ , ~ \ I q I 1 I SL E DR N i I I i 1 0\ ~ 1 1 \ , , 1 \ \ ~ , \ I , ,
SURF. A A RRO ~13~Q sq. . \ \ \ I I , ; , , , ~ 1 1 , ~ 1 , , _ _ \TOP TJIMS\ 23\X L t exT t. ta- $ \ , I, 1 I , , / ~ ~ , , , ` , , , . \ I , / BOTTOM DIMS.: 10.2 3 ~ ~ ~ \ \ I I ~ I 1 I 1 / i 1 1 L . / / I !S I 1 a
DER1H• \3.2' \ \ \ \ \ \ `I I I I , 1 , I , , , \ ' \ I I / WEItALENGTH: 41.0 \ \ \ I- \ \ r \ ~ , 1 , / I ~ ' 'll \ \ l',,, ' , \ \ \ , , ~ i ' r . I ~ / , / , T
\ \ \ \ \ LORE . ~ \ \ V`', \ , t 1 1 I i ~ \ , , , , I \ \ I I . i I I i I ~ r ~ i ~v v I-'y I I I y, ~ 1 1 _ ,
\ \ \ \ \ \ \ \ ~ \ 1.` ~ 1 II I 1 t I 1 , - / ` \ 1 w~ ~ . \ ' ' \ \ 'l \ r i. I I i i / i / t I
T \ \ ` I"I}, \ \ ~ ~ -t-___-~ , f , 6'y`. r \ \ ' , , ` , \ ~ Y ~ I r / I l i 1 / k ~ \ I l I,
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\ 1 y~, S , \ , J . r
' ~ \ ~ 1 I ~ ~ TR CE` \ \ I' I I ! 1 r i • h\ , ` ` \ \ \ \ . ' . I.. ~ i r i / ~ i i \~A ~ \ ~ 1 \ \ I l`, , 1 ; 1 ~ v A v v , Ai . , A , r V A V A A ' 1.~ l , , v „ , I i ~ - v ` , v A 1 \ . , ~ 1 I J ~ I j r r' / ~ ~ ' i / i I / / i ~ v 11 1 - AI.
I' 1 i / ~ / / ~ / ~ I.
\ + I 1 I I I , I I I, \ ( ~ I. I I I ~ I I , II ~ : ~ _-__t . .r _ r '
\ \ I 1 ~ \ \ ? i \ 1 / / ~ r i 1 /
{ \ r • / /
\ \ \ \ ROAD / ON T , r ~ I ~ I I , 1 ~ \ \ \ ~ \ ~ 1 r r , r / \ I I 1STA.: rT~+7 .29 / ~ / ; C% I 1\~' i I I ' \ \ ~ I 1
` / ~ r ~ I , . \ \ . \DIST. AR 0. aC: r ' I ' I , r / , DI L AREA: 0.5 0c, 1 1 ( / ~ y51f ~ / I I 1 ss -_._'~I I 7 i \ , \ ~ . 1 1 I I , 1 / , . 1 ~ / / 6 I `I - , ~ 11 I I I 1 f l -l i .f.
\DR N. REA 0. 7 v6. I ti I ~ . I ' I , ~ \ 001 \ ~ . - , , \ I I I / . I / INLET PROIf. I _ O I - - t \ , ' 1 \ I i i 2. 1.3 fs I 7 r I , ~ . \ REQ:...38 ~ \ 1 1 i i ~ i l ~~~r - - A 1 I II I I I l l 1
' ~ - TOR)4GE EQI: 1026 pu.. I 1 ! j / ( 1 ~IIYP.) i I i ~ , 1 ss o \ ` . ~~>S •PROV.: 777 1' 1 \ ~ I / OR I~ I I / 1 / I , ' , ~ ~ gin. \ \ \ RE 41 r ' \ ~ ~ ' ` ` / AGE PRO 35 c .ft. I r I U ~
Y ~ I ~ l l i ' / I I r 1 , ` I \ \ . ~ 0 9 sq. '1 1 , I / S RF. 1 ' \ . SURF, A A OV.: s9• I ''7~ ` , \ , I R 4.. 56 sq.ft I; l l I rl r ~ , SURF. P OV. 58 s ft. ; ( ~ I ! I , ~ ss 22+ ' \ o \T4P. DIMS.>a@ .Jy,3~.. r , I I
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1) NO FILL, BUILDINGS OR STRUCTURES, EXCEPT FOR WATER DEPENDENT ; / , ' ~ r + I I _ \ t' 1 l; 1 1 l~_// / l / / i 1 I I I 1 I I 7 I I I ~ I. I ~ -y / / 1 I I I I I I I I I -1' O
STRUCTURES, GREENWAYS, URD1Y SUBSTAl10NS, U11LIilES, ROADS OR / r ~ I ~ ~ ~ ~ 1 / 1 I , I ° I r 1'. I I l I' ' % 11 ~ % l ~ I' l' / / / / 11 1 ,I I I I l ! I II I I ~ I ~ - I~ / ~ ALL ~ ~J !I I l j~ i'~ = ~ 1 / l i % l i i ~ 11 I I/ j ? I r I I 1 , I I t ,
OTHER RELATED PUBLIC IMPROVEMENTS, SHALL BE PLACED OR , ~T, / ~ I I I \ I 1 , CONSTRUCTED 'MTHIN PROTECTED DRAINAGE AREAS AS PROVDED ' r 'r"`?1 / ~ , I ~ / \ a I I _ I / r , I>- ! l / / 1 I I I I I I I I r I I I ~ ~l - e.../ I 1 I / x.. ~ / r I / l i ! ~ 1/ I I I 1 , 1 It• I~- I I~ - ~ I ~ I _ I / i " / / r ~ l , / / ~ r/ / - AV i ~O I I I rr I 1 I ~ 1 A I 1 ~ % ~ w , ,
IN TABLE 06-16-04. , , , \ \ \ \ I \ Ir l Q p . , I 2) DRIVES, PARKING AREAS, OR OTHER IMPROVEMENTS SHALL BE / / \ ~ _ ` :e, ' ~ , I i / I ~ l~ % i % ~`1•r / / 1 ~ 1:N I i , - I I ! I I I 1 1,,. I! I' 11 ~ ~ ~ ~ L I I ~ ~ z ' I '
CONSTRUCTED NO CLOSER THAN TWO (2) FEET HORIZONTALLY FROM THE TOP OF ANY BACK SLOPE ALONG ANY OPEN WATERCOURSE. , J ; ~ q4*-! ~ I ~ % / d ~ ; / ~ / j % ' \ : 1 I I , I I ' 1 I I I I I, 1 \ ~ ~ . C I ' j / ,...*i ~ / j / ~ ~ ' ' II I: I I I I { I I 1 1 1 ~ r ~ V
1. GROUN \ \ ~ , r J 1 DCOVER SHALL BE PLACED ON EXP / - \ ` " ~ i ' ~ ' PARKNG AREAS AND ASSOCUIED DRIVES WIY BE CONSTRUCTED DSED ~ ~ "`+r( pJV ' i _ ~ . 1 { , I avDt slesuRFA~ NATHIN 15 WORKING DAYS FOLLOWING COMPLETION OF BERM ,~2 \ ` \ ' 1 11 ~ ~ ' ~ v _i
ANY PHASE OF GRADING, PERMANENT GROUND COVER ~ ' \ ' r ' ; y\ 3) IT SHALL BE THE OMER'S RESPONSBITY TO YANTAW ALL , - , 1 r I r I . y\ ~ I I i i y%--~~ i END PHA 7 i I i I I , , I I I i ~ 11 1 I I. ~ . ~ , I r / , / / ! ; ' / PAVEMENT` i ri I i i !i I II 'I. 'i f W
FOR ALL DISTURBED AREAS SHALL BE PLACED ON ALL /c MArnN ~ , ,1 ~ , ,I . I ;I I..' WAIERCOUItSES ON PRIYAIE PROPERLY NFEllfk ENCLOSID AS ~ _ - I 1 I. . , ~ ` r'\ r 1'rl I' SUBSURFACE DRAMS oR REMAMIG AS OPEN CHANNELS DISTURBED AREAS WITHIN 15 WORKNG DAYS OR 60 CALENDAR 1 _ ~ ` r ,.li . r i 1 ' i I ~ I i I 1 i i / ; ' ! \ ; ' / _ _ _ ` . -STA.: 1+00 I I I i i i ~ I 1. 11 . 1, . \ I ~ z
DAYS (WHICHEVER IS SHORTER) FOLLOWING THE COMPLEnON 1 ' N ; \ , ~~1 4 r I~ \I I I j / ' % ~ - -i-..: 1 _ '1' I I I I I 11 11 I 1 ' J ~ W l._L \ 1 11; I Q
of coNSTRUCnoN , , , , r ~ OF DEVELOPMENT. . NO DRAIN. ARIP.~: 1.19 ac. \ ~ ~ ' \ \ ~ s I r Z LAND-DISTURBING ACnVI11ES SHALL BE PERMITTED IN , a 1 m I / / / ~ ti, I ~ s { 1 , I I r / / , / .Ir. 1\ i i ~ I I)r.,d \ ~\.N~I ' . ,I ~ I-
PROXIMITY Tn A LAKE OR NATURAL WATERC URSE UNLE ~ OF STREAM Q2: 2.8 cta ` \ ~ ~ ~ 1 1 0 STORAGE REQ.: 2142 a.ft. . \ \ ` ` \ ' \ ~ , ` ' r 1 I
A BUFFER ZONE IS PROVIDED ALONG THE MARGIN ON THE STORAGE PROV.: 2180 cu.ft. ` \ \ ` . i ' . li WATERBODY OF SUFFlCIENT W~1H TO CONFINE VISIBLE TOP OF BANK SURF. AREA REQ.: 1228-sq,~ft. \ , \ \ ` r I I. ~ I i I , ~ I ' , . ± \ \ \ ~ 11 ~ ~ 18~ CPP TEMP. , t ~1' i. - LL "I' ~ I I I I / / ' / ~ \ . \ , ~ , ~ \ SCOPE DRAIN 1 , 1 ~ , /
SURF. AREA p~OV.: X800 sq:ft. \ \ \ \ \ \ \ i r A PERMANENT EASEMENT CONVEYED TO THE CITY OF FNGH POINT IN WHICH NO STRUCTURE SILTAnON WITHIN TWENTY-FlVE PERCENT OF THE BUFFER TOP DVS: 30' x 60 ` \ ` ` ` ~ ' • ~ . ~a ~1..1 ' { . , I I I I I I ~ / ' ' / t` DI T. A A: ` ` ` \ ~ \ r. a ~ . I I q ~ / Est / J ~ l19 qc. \
OR LAND DISTURBING ACTINTIES ARE ALLOWED. THE NATURAL GROUND COVER AND THE ZONE NEAREST THE LAND-DISTURBING ACTIVITY. BOTTOM OMS.: 18' X 4$~ \ \ \ . •i C NATURAL TREE CANOPY MUST BE PRESERVED WITH THE FOLLOWING EXCEP110NS, WHICH ARE \s ~s\ ~r I I I I i I I , 00, \ \DRA1pl. A EA. 1.19 qc. \ \ ~ ~ E-- l2. 1 \ \1 ~1 . I 1 I 1 I l/ j , , I I ` \ \ \ \ 1,1 \ ~ ~ { . ~ l ~ ~ ((yy}}
PERMITTED ONLY AFTER ISSUANCE OF A PERMIT BY THE DEPARTMENT OF WATER AND I WEIR LENGTH: 5.0' \ \ \ ~ ` , \ 1 \ \ ` ` \ \ \ I SEWER UTIUIIES REFER TO S - - ` \ \ ~ , + ( UBSECRON 9 3 3 (F)).: ~ , \ ` , ~ , , \ I ~ \ .1. 1 ,'I' ~ ~ ~ I' I I I I I I I ~T , / f C."_.__ ~ \ 2: P18 C \ - LLi _ \ S AGES PR01C: 0 cL.ft. `t \ r _ ~ Q~
c l E/C MATTING . ~ \ \ \ , , ,I i ;.~;1 i . I 1) THE CUTRNG OR TPoMMING OF OVERCROWDED TREES IS ALLDWED PROVIDED THAT NO TREE IN EXCESS ~ ` ; ~ \ Y 1 \ ~ 'r \ ' ~ i ~ ' I \ I. y I . I . I I I ; -t l I I r / . r 0 I \ SU AREp REQ.: 1 ft. \ \ \ ~ ~ r~ ~ ' I ~ ; ~ / r aI. J' \ I i I , I i i . ~ i I , i F i I / / ' \ \ SURF'. P`?00~:~ ft. \ \ a f - z lJ ~
1 \ , A A \ , ' ~,'1'i.I. P. OF THREE (3) INCHES IN DIAMETER AS MEASURED 12 INCHES OR LESS FROM THE (TtOUND ARE REMOVED. , , , ~,.I o \ rte- ~_-t_ ` ` , \ \ , I \ ` L I r ~/WIR - \ \ `TOP dNIS.: X \ \ \ \ i 1 1 .1 . I 1 I I _ ~ I I y` PRO , 1 _ _ ; 3 ~ TTOAf\DIMS.t~ 24' \~54' \ \ . ~ \ 1 t 1 I i Lll ~ ~ ? ~ I ~~'fYP.~ i i I / ~ ~ ~+00 (1 1~ TH: 3.0' \ \ \ \ \ \ 'a ~ W
2) PUBLIC UTItJRES CAN BE CONSTRUCTED AND MAINTAINED BY THE qTY OF HIGH POINT OR ITS DESIGNEE. ~ \ ~ ~ ` , ~ ' + \ ~ I, I )SOIL EROSION AND SEDIMENTATION CONTROL STRUCTURES CAN ~ CONSTRUCTED AND MAINTAINED BY ~ ~ L \ , I \ `,DI '~R r ~ ag.. ` ' ~ I I 1. i I i I t~ '-~i. i i / a .
THE DEVELOPER OF THE PROPERTY, SUB,ECT TO APPROVAL OF A GRADING PERMIT BY THE DEPARTMENT ZONE 2 r ~ \ i \ ~ + RAI .\AI')EA:.1~' 55 c 'P1R / ~ 4¢...I. ? I. ' ) i ...f._ ~ i I f I ; ~-_I' ~ / J^ai / ~ S ,S`ID \ 11 . . . \ ~ a ~ ~ ~ ~ LL. 1 c \ \ \ \ U nF1EEA:.; ~j~~ P~. ~ ~ ~ ~ I I ,T y I ~ / ' W LK a ;
OF CENTRAL ENGINEERING. I \ I ~c ` ~ \ ` ~ ' UNDISTURBED AREA OF VEGETAII I g2; :T3;.cts , ~ .P 4) NORMAL MAINTENANCE BY MECHANICAL MEANS IS ALLOWED FOR THE REMOVAL OF DEAD, DISEASED, ~ \ ` Y- ' ' ~ \ S~' R Q`t~,~~~9 .~.CfB' i ~ ` ~ i ~ ` I ~ l r ~ I` ~ ~ OI \a ?+pp \ ~ ` 11 \ \ \ a\ a Q R Q.t 1~q .fY,. I I , I I I I , li 1 / _ . ss 1\ - \ ` _ `r- ' \
BEGINNING AT THE OUTER EDGE OF ~ ~ \ ` , POISONOUS OR NOXIOUS VEGETATION AND PESTS HARMFUL TO HEALTH. ZONE 1 AND EXTENDING LANDWARD A , R`GA EQ:: 15f 5) MECHANICAL MOWING OF UTILITIES AREAS IS ALLOWED TO CONTROL GROWTH. MINIMUM OF ZO FEET. EXCEPTIONS \ - 1 • . R ' ~ OV;'I 1 LP V:^~ ~cU . i. I I I I ; I ~ I I 1 / i : ~ ~ ` ` 1\ ~ i \ 34+(j0 ~ U RSA EQ:•s~ . I I , ~-r~ I ' r d r C ss 33,1.00 \ . ` \
M 1 , r ;,1 , aDi 5~30~ X ~ UST BE APPROVED NY 1HE / , = : '\DI S.:i 30 X Q. I . , I i i . ~ i 9 i I I 1 r ~ ~ ~ ~ 1 , ` ~
I , 1 B T7AM DI.I~S.j WATERSHED REVIEW COMMITEE (WRC) , 1 l 1 : ~3,9~. I I IrtiDM DI.I~S.j 1f 5 .2 I ' I I 1 i I 1 i I r ~ ~ ~ \ \ \ 1 1 , 'I' I I / / / \ \ \ , \ , , :y3,9i. I. i I I I p I / I I / / ~ , ,
PER SEC. 9-7-6(d)(3)b. ~ - ~ \ ~RM, ` , 1 ' ' 1 R G ~:,T) \ , 1 1 r / R I, GT~I: ~ i'+ i I I i I ~ I i ~ f l: « / i ~ ~`'7 a v t \
I, ACCEPT THIS SUBMISSION ` , W,ERM X14 1 , , r a ~,j: , 1 , , 1 1 I 1. .1 1 1\ t j. 1 1 I I_ I 1 1 ~ I I I l r I / ~ ~ d 7 ` 1 \ ,I 1. ;.~j 11~ ~~,1 I I! / I I ~ 1 / I :~z,. / i ~ 5\ 1-. _.11
LEGEND As MY PLAN aF DEVELOPII~NT AND AGREE TD INSTALL ALL REQUIRED ; ' ; . ; I 'I I ; ' IMPROVEMENTS AND COMPLY TM1H THE COI~ITIONS OF APPROVAL ~ I 11 ' \ \ a I f\ i /tr i lI ~ i' ~ i I r r I~~ ~ PH1r1$E $ 1 1 ~I \ , STA.~~ 3208.6', ~ ~ \ \ \
RCP • 1 . I I I 1 I I 1 r i I I ~ ~I..I. I / / / I ! / \ , \ \ a --1--_~._._I i. i \ \
,LO' ::;30' : ='"30 ':2d \ I\ II i I I( rr MPORARY SEDIMENT BASIN 100, BUFFER I . FFER ` 'a I I b , ~ 4~ gr~ I i , , l `a ~ ai 1 I v ~ ' i i tl ' i I i I ' I I ~h' i ~ / i I f 1, r' - ~ l 1 I I I I 11 v V
OWNER/DEVELOPER FOR HIGH DENSITY DEVELOPMENT ONLY QQ DITCH SECnON DAIS I i l i, i i v~ I i / ~ i i ~ 'v ~v I I 1 v v, Ef~Q~l~11'd U~~j~U~_ 1
~ I ~ II I I I I `I I ! / % / k 'i I I I i '1 ` \ \ ~ I ~~yy pp ' l l, I i i I I / It I r I I ~ \
DITCH/SWALE I / \ / , 1 \ / , I I I ,
~ TEMPORARY DIVERSION r' `i
DITCH/GERM
PERMANENT DIVERSION q _ S?. \ SCALE: ef> REA \ \
DITCH/GERM ZONE 1 _ _ _ I f I DATE:
SILT FENCE AN UNDISTURBED AREA OF VEGETATION THE OWNERS' ASSOCIATION SHALL BE RESPONSIBLE FOR FOR
EXTENDING A MINIMUM OF 30 FEET MAINTAINING THE COMPLETED PERMANENT RUNOFF CONTROL STRUCTURE AS DIRECTED BY THE GOVERNMENTAL OFFICE RIP-RAP FROM THE TOP OF BANK OR MEAN HAVING JURISDICTION FOR WATERSHED PROTECTION AND, \ t' CONTROL \ rr FFTCE PROJECT:
ago HIGH WATER LEVEL OF OTHER WATER IF THE OWNERS ASSOCIATION SHOULD BE DISSOLVED OR Oly., -D OR AND. QeRb1 r -
SYNTHETIC DITCH LINING BODIES. CEASE TO EXIST, THEN IN THAT EVENT ALL THE OWNERS OF MERS OF E ~ /C MArne DRAWN BY:
RECORD AT THE TIME OF REQUIRED MAINTENANCE SHALL BE I ROCK CHECK DAM DIRECTOR OF PLANNING AND DEVELOPMENT pq~ JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL COSTS HALL BE WATERSHED OVERLY DISTRICT. OAKDALE _ COSTS GENERAL WATERSH D AREA, VS-IV.
Not to Scale ATTENDANT THERETO. , SHORTEST DISTANCE TO FLOODWAYr-2QQ FT
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/ _ TEMP Sm. BASIN 163 I , I , 5, • ' DIST. AREA: 3.36 ac. 116 ' %
- - / - 2' - - ~r-4 / DRAIN. AREA: 3.36 cc. I / ,Q2: 7.9 cfs . ~ I , _I ,t
ST AGE REQ.: 6048 cu.ft. 61/ ~ ST A PROV.. 6048 cu.ft. a I , / ~ / Y / r / , /
`h ' - ~ _ RF REQ.: 3441 sq.ft. . 4 f A PROV.: 4725 sq.ft. TEMP SED. BASIN 164 it r / ! I' ~ / ~ . i ' i i i
~ ~ ~ _ D1M : ) DISC AREA: 200 oc. - 1 / ~ \ ? ~ ~ _ TTOIA,_DlMS : - r _ l~ ~ DRAIN. AREA: 2.00 ac. I
r' / . ~ I ~ - / DEPTH:" 3.2. Q2: 4.7 cfs J . ~~-_=V~~ ` WEIR.'LEN. 9.D' / STORAGE REQ.: 3600 cu.ft. 1\ I a i /
I i ~ RIP ..:9E'-AfJO.' ~ ~ ~ - " . ''r ~ FABRIC• ~ \ r r~ ~ / STORAGE PROV.: 3650 cu.ft. ~ ! .j / \ _ SURF. AREA REQ.: 2048 sq.ft. I i ~
.1 / / I).( ANNEL LINING / ~ I / / ' AMP SURF. AREA PgOV.: ti042 sq.ft. ~ X41 /1 j 1 / ~ ~ ~ / _ _ gl _ , TOP DIMS.: 39 X 78 a
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BOTTOM DIMS.: 10.2 3 ~ ~ \ \ \ ~ \ \ l` 1 I I t - i 1 , , , r / ` i-- ~ , ~ \ , DEPTH: \i.2' \ \ \ I \ \ \ . \ I I I 1 , , ' ' 1. ~ , \ ' , , ~ ~4 1 ~ \ ~ , ~ I 1. 11 I I i/ ~ , / \ I / ~ ,
WEIR\ LENGTH: \4.0' \ ~ ~ \ I" 18~ \ P~ \ \ \ ~ I , I , ( 1 , , I . , \ , ~ ` , \ \ \ \ ~ \ LORE V \ , I A i Y , r v , ' ` I ' ~ ' ~ / ' I / / 1 I
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_ -.REQ.: , 38 ft. , ~ , , , , 2: 1.3 \ I j 1// I ( ( w J ~ INLE PR01 ' i , r ~ ~ I ~ o ' - \ \ ' ' ..S •PROV.:~77T C , 1 ` , ` I TORYIGE EOI: 1026 1 j ( Ji ~ / ' I (iTYP.) I 1 1 ' t 1\ _ \ ~R I I I ~ : I i , , ' ~ ~ \ ~ ~ ~ " \ ~A~.REQ.: 419,69• ~ 1. \ \ '1 ,1 I 1 , , ; r / 1 , , \ ~ ~ \ 1. I I I I 1 1 . . I ~ _ ~
ORAGE hROV.: 354 .ft. / / I 1 ~ ~ \ " , . , , ~ I 1 / ' ( i - ~ I , 1 I _ , \ SURF, AA, P OV.: , , ~ , , / / 1 ~ 99. I S RF. AR R 56 .ft . F I U 6 , ' ~ - I Q I I ~ , , . ? 1 1 611 1' . 1 . I I 1 ~ 1 ~ l I I ~ ` ~ ss 22+ , \ ~ \ ,TUP DIMS:..4$A 13& r , 1 1 1 I / i / / r . - I 11 I I I 1 I If i i r~ is t r 1 1 I I / I ; I I I ~I I r r / - - i I 1 ~ I - I.
SURF. R P OV. 58 ft. ~ ( v O _ O0 r ~ I I I 1 / / ! I , ~ , , ,~4 \ \ TFOM DIMS.: X `~4' . , h]tIP SED 1 TO DI S.: 23' X 1 ( I I I . ~ / ' ~ / i ~ \ 'EJ ~ ~ \ D :.3' , ~ . , i ' D~D: ` D L RE 1 11 IEMP SED. BASIN ~ / / J i - ' _ \ ~ ' I 1 I I I I I r
BO DI S.: 110.8 3$.2 ~ I / / ! / ~ / , 1 I I , \ . \ , ax: - , , IP L~ - , IDE 13.21 I rl I I. / / / ( \ , \ ~ k~"~-_~ I , ss ~ , ~ 'i • \ t ` 1 D L AREA: ~ 1.48 IoC. ' ~ l r~\ 1' i _ I ` 11 \ I 1 I ~ i i i ii. ` 1 r I l. I r' l ` 1 1 I' 1 ~ 1 D 13, ARE~~'. 1.4$ OC. i ~ I 1 11 , ' 1 I I j I. I I I \ 1 i 1 ! t \ l , I I I i i l l I. ~ r.
.I _ i / , I I I , ~ , , \ \ WEIR. NCTH: d:0;_,,\, y' a l2 ' t D 13. Ac I I / , , , I - 2 , , \ ~ r . L gfh., 1# " , t IQ~1 VNfJh LEG 0 I / r ~ \ 1 , X , I 1 r ss` , 3~ ~ , + . CPP' IEMT~ r 1 , > \ N ~ I I II l ~ / I II~ / , v; ~I ' I I r , AO , v v.. ~ up,.", 0.51, . 1 ST A 1 1 IQ2a 1 I I / A~ 1 ' 1 I I I' I - I. I" r 5'.. li 1ST A REq.: 26'64 cu.}~. ' I I 1 i ' : ' ~ - _ _ ` 'r 1 it I ' I ~ I ' ' ! 1 I 1 11 I , ~ ' t i' 1 I I it I'I
t A I \ v v : I Y v , , 1 ~ I r , ~ , , E. DRAIN ~ ~ . 1 / \ \ I ~I I / a8~ RI TEMP. r / \ : , ~ i 1 ~ %I I I I r ss. \ \ , Wd down 1065 ~ A \ \ \ ~ I 1, EI AIN / ~ ~ \ \ \ I 1 I I i ~ ` \ \ \y~ . 1 UR t ARI 1 r I l`~ ~ x 1 105 1 A PRdU: 264 cu.. I I , t UR , ARf<A R~EO.: 525 s ft. \ I ° \ i / / _ _ ~ \ ~ ~ ~ ,`I '1 III I'1 li I I ~ , 'i ' .
\ 4 i \ ~ ~ . ' ' 1 RF ~ ARE i i ) I I ' ( iii I l it / / / \ . 1 Tpp DiMS. , , . 1, I , r`, , 1 ~ gg .I I'..'. 1 SURFS AREA P~OV.a\ 800 s .ft. \ i ~ 1 ; ' / \ ~ 1 { ~ 1 i I TQP DAMS.: 30 J(6 ~ 1 l I 1\_ I _ - Jn/~' 1 1 I I I I I ~~I. I I '1' ~ BO DI .64k5 \ I 11 I j' ``~1-.~ \ 1 1` 1 I I ~ I ~
I I 1 i I I ~ I . V / / . , , , i ~ _ I , \ - , . BOTTOk( 0 I 1 / _ 1 I I ~ I III d / / , , . , \ ~ ~ , . 1 Ek _ _ TTGII! AI\S : ~2 2.6 I I ~ 1 1 I I I I~ r , I W - I' 1 DEkTH:13.7 > ` ` 1 i i ~ J ~`I 11 I I II i 1 i I I I' r
I ~ I I I I II i ~ i I I 1 I\ '1 ~ ~ \ I 11.-\ , ~ , 1,/. i .~,..1 ~ i ~ --r , , , I I I I/ / I i ( ~ 1 ' 11 . YYEII~ LE~IGTH?~ 5.0 \ \ v v` 1 I ~ I A / . , 0 1 1 1 'I I I ~ I ~ ~ ~ - . I ~ / l ~ 1\ \ ` \ \ 1 I I I r O 1 1 I I ~ I I V I ~ U I I. ~ \ `I \ \ \ 1 1 I / ~ / \ ~V ~ \ I 1 1 I I I I I I { I
/ 1 1 1 A 1 1 ~ I 1 / 1 1 f I I ~ I ~ .~J `1 ` \ ` \ 1 I I 1 ' 1 I I j I I I I L ' 11 \ ` 11 1 1 ~ i , / _ `I \ I , .I I I ~ i I ~ II. O V
/ / / I I ? + . v1 `I v t i U I vI I i i / _ 1 1' i i ( i ~ I 1 I i I 1~
ESC MA1jIaG it i 1 \ ~ ' , , 1 ~ / 1 1 . ~ , i~ RM.,~~ ~ i 1 ~ ? 111 i I _ . \ , ~ - \~?3'~ l ' 11r , FfN ~ ~ 1 ` 1 A ~ 1 I 1 1 AQ~ I ~ 1 : ' ~ . ~ /l I I ~ , , I 1 / I { . I I ~ . I. J- ~'1. 1, 1 ~ -I I i i \ ~UMI / l / : ' ~~"ti--`,_, TO `i ' I I , I I I I I /i I 1 ~ /(1i I~ V 1 11 I I I I I / J , i' .v 11 i I I ! I I i i % I I~ .I ~ W
i ~ \ ~ 1: ` ~ 1 \ i i I I I I 17$ / r / i 1 ' 1 I I I I I i I I - ~I . . I. ~ ` 1 ~J rw.\,~ - 11 tl ' I I\ I I I I j / , / / 1 ~ 1 *1 ( I 1 I I ' ' 1 I I. I~I IIIW
~ - i / ~ _ 1~ 'I 1 I /i 1 ~ I I I I I I I -.I I' O ~ I I I I ~ I I , 1 , I I r .1 1 ~ I I I I 1 I I- 1' 'I \ .I. -I I I 1 i I I / I , , r 1 I I I 1 ( I ~I %11' I I ~ Ij- 7 ~ ~ / / / / / / , 1~~ I , , , ~ i
_ ~ ~ ~,I'I' \ - I - 11 ~ ~il ~ I ~ ! % % / ~ 11 I I ~ I !J 1. ~ i I j I I 1 ~ ..L. j ~ ~ ~ ~ (V , - t1. 1 ~ ~ 'I r ~ ! / 1/ I ! / / i I I ( I 1' I I I I I I \ 'i ~ LL ~ ~ -II
- I ~ 1 1 ; i) NO FILL, BUILDINGS OR STRUCTURES, EXCEPT FDR WATER DEPENDENT / / / I ~ 1 L i it / i i' \ 1 I 1 _ 1. I 1 / I i r ! l / l i i " 1 I I , r r: l I I ~ I I I ' ~ J L~ W . .•i,_ ."i' 1 r i l / / ! /1 / / / 1 ' I I I 1 ' t I I I. ,V ~ ~ i I' ( . 1 1 "'xr r / r / - ! / / / / ! ~ I 1 ~ I I I 1 I I I ~ ~ I~ ~ 1 ~ -1
STRUCNRES, GREENWAYS, UTILITY SUBSTATIONS, UTILITIES, ROADS OR / ( , , ~ ~ ~ i ' I 1~,-.~ '1~' "1' .r r i`,. OTHER RELATED PUBLIC IMPROVEMENTS, SHALL BE PLACED OR ~ ' I ~ ~ r / r l r l / '1 ~ I i i r I i, p1. i I 1 ; ~ : / ; / , , , / l ' , A 110 1 1 ~ I ~ , ; 1 , ~ ~ I , j '4Y , , I ; l ; , ~ I ( , 1 , ; , I II A,'1 . I - i ~ II - ~ 1 ~ L~L. 1 W
CONSTRUCTED Wi1HIN PROTECTED DRAINAGE AREAS AS PRONDED , , - I / ~ EMI / ~ , 1 ~ - ~ , I , B , IN TABLE 06-16-04. r , ~ ~ , \ _ C / 00 / r N I 1 1, 1 z l ! , f - --.ll 1 ' ' / i 'i 1 / ! l ~ ' i I \ I I I I ' I I ' I ~ I ~ 1\ ~ % _
2 DRIVE PARKING AREAS DR OTHER IMPROVEMENTS SHALL ' / ` 5~~ _ I ` ' CONSTRUCTED NO CLOSER THAN TWO (2) FEET HORIZONTALLY FROM ' / _ \ \ " ~ \ ` ~ r~' / tr r / / / I I I 1 / \J J_ - ' ~ , I~ I I! , , r I ; , ; ; ' 11 II I I I ' I ' I ^ .1 ~ I ~ ~ ~ , . v, T ice` i / ~r i ~ l r i 1 ~ I I: I i i I ' I I 1 I11
THE TOP OF ANY BACK SLOPE ALONG ANY OPEN WATERCOURSE. / Q \ \ \ \ ~Z r \ .1 1` ~ ` * 1. GROUNDCOVER SHALL BE PLACED ON EXPOSED SLOPES ~ , , ~,D(V. \ 1 , ~ , I' PARKING AREAS AND ASSOCIATED DRIVES MAY BE CONSTRUCTID WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF BER \ ` ~ , 1 . , I ' I /
DVER ENCLOSED SUBSURFACE DRAINS. 'H If2 \ ` 1' "\..~t. ~ 1 .I*: ANY PHASE OF GRADING, PERMANENT GROUND COVER 1 1,. I 1 n i J r i / l i i ' END PNA9~ 7 if I I 1 j I I r r I I , 1 / L~
3) IT SHALL BE THE OWNER'S RESPONSBILITY TO MAINTAIN ALL .R ~~C MATITN , ~ 1. 1 ~ , . 11 ' r.. 'r. ' WATERCOURSES ON PRIVATE PROPERTY WHETHER ENCLOSED AS FOR ALL DISTURBED AREAS SHALL BE PLACED ON ALL - ~ ~ PAVEMENT I ~ .I. 't ~ ~ I I , / r / 1 I I I I I I II \ 1 ' O z 1 ~ I ' % STA.: 1+00 II I i I 11 I 1 ..11 .~/.1 t 11 . I ~ .j 1 1 ~ / / / ' l I I `I LL
SUBSURFACE DRANS OR REMAINING AS OPEN CHANNELS. DISTURBED AREAS WITHIN 15 WORKING DAYS OR 60 CALENDAR \ - \ ~ ~ ~ . ' ' ' It DAYS (WHICHEVER IS SHORTER) FOLLOWING THE COMPLETION - , .l I . I. ''i 14 I I I / l / ~ ; I~ / i - _ 1 ~ I I ~ I I 11 1 I 1\ ~ Q. ~ \ ~ ~ 1' . W ~ W 1\ 14 \ I I / r i \ \ I/ I I 1 1\.~~. \ 1. i ~I ' ' ' i / / / / / / ~ \ I I I i 11 \ 1 m'1.. \ .1. ~ T ~ O
OF CONSTRUCTION OF DEVELOPMENT. ,BI .AREA: a:t>T ac. \ \ \ ; " ' . 1 1 1 I 1 , / / / / 1 I I II I 11 11 ~ 1 N . , ~ f-- I ~ z
DRAIN. ARE'.: 1.19 oa \ \ \ \ \ \ . ' { 1 2. NO IAND-DISTURBING ACTIVITIES SHALL BE PERMITTED IN Ct. OF STREAM ~ 28 cis , ~ , \ a 0 , . \ , `i o '1 a I ' 1 I I I I ~r / ~ , / r"~i~ - ~ ~ \ I I\ 1 1 •10~~ 1 1\ \ 1 \ 1. \ . ' ' i ~ (/l I \`'\~I I 1 I I~ 1 / ; / ' - O \ \ t ` ' \ ` \ ` 1 ~l 1. ~ ~ L// lam'+\1 , . 1 ' V ~ ~ I' I I I ; I Jl~ I / / / , / - l? \ I\ \ ~R 1 \ ~ ~ 1 \ ~ !
PROXIMITY TO A LAKE OR NATURAL WATERCOURSE UNLESS STORAGE REQ.: 2142 cu.ft. \ . j~ \ ~~,it,~...111, " A BUFFER ZONE IS PROVIDED ALONG THE MARGIN ON THE STORAGE PROV.: 2160 cu.ft. ` ` \ ' ~ ..I ~ 1 . 1. I. I 1 / / / , \ ` 1 \ 'M ~8~ CPP mac 1 1 . 1 ' I I O ~ ~ ` 1 ~ I , 1 , I I , 4 I /r , / \ ~ 1 'I' I / u / / \ : ~ ` \ \ 1\ SCOPE DRAIN - \ 11~. i .
WA TOP OF BANK SURF. AREA REQ.: 1228 ft. ~ i TERBODY OF SUFFlC~IT WIDTH TO CONFINE VISIBLE SURF. AREA P OV.: BDO ~ , Y ~ \ . ~ ` ~~'t'T1 i t .I t .I i I I I I ~ r ' / ' ' / ~ " ! C \ ' \ \ \ 1\ 1. ` ! i W O > Z O 1` ~ .~i\ i..i ' ~ i. '1' ' I I ' I I / ' / ,'1 DI9T. A A' .19 ~C. \ \ ~1. r • i'
A PERMANENT EASEMENT CON SILTATION WITHIN TWENTY-FlVE PERCENT OF THE BUFFER 1T]P DIMS.: 3og x sod • \ ~ ' VEYED TD 1HE CITY OF HIGH POINT IN WHICH NO SIRUCNRE EKITTOIA DIMS.: 16 X 4$ ` \ ` ` ~ ' ~ t ~ ~ ` OR LAND DISNRBING ACIINTIES ARE ALLOWED. 1NE NATURAL GROUND COVER AND 1HE ZONE NEAREST THE LAND-DISTURBING ACTIVITY. > \ ` ' \ ` • ; ~9 / A~ \ \~'~..1 I I i I ~ / e ~ \ I `I 2: Y,18 c \ 1 \ O
NANRAL TREE CANOPY MUST BE PRL~RVED WITH THE FOLLOWING EXCEP110NS, WHICH ARE DEPTH: 3 ~ \ , \ \ ,wV.i WOR LENGTH: 5.0' \ \ \ \ \ ~ ' PERMITTED ONLY AFTER ISSUAN(~ OF A PERMIT BY THE DEPARTMENT OF WATER AND ~ ~ , , \ \ ~ ~ , ~ . , ~ . \ i ' i. J I ~ . j I I i I I 9 ~ / / , ~ \ \ ~ A6~ R 42 ~.ft. \ 1 ` . \ ~ ~ ~ . ~ 3 , . ~ ~ ' I ~ I I I ~ I ~ , , ..,,,~~..,_I \ S AGF~ PRO\C• 0 c'u.ft. \ \ ' ' j~.
I SEWER UTILITIES (REFER TO SUBSECTION 9-3-3 (F)).: ~ \ \ \ , ` , . , E/C MATTING . \ ~ ~ ` \ 1 , , ~ ~ ~ .S ~ ,1 ~ \ ,1 ~ .i. ~ \ `t 1 t ~ I r ' J . I ' I > I 1 I I' I r ~ / i \ r • 3p+00 1 \ SU . ARE(1 REQ.: 1 0 .ft. ` \ \ I (r~n ~ ~ 1 \ '.ttt+ ~ ..I I I .-J...l I II / r ~7-._ , ~ \ \ ~ ~ ' L ~J V " ' \ \ 1. I r j . I I I ' I I I ' ' I /r ( / / / / ` SURF'> AR P~20V.: 1 s ft. \ \ ~ z ~
1) THE CUTTING OR TRIMMING OF OVERCROWDED TREES IS ALLOWED PRONDED THAT NO 1REE IN EXCESS I \ ? ~ \1 , ~ \ ~ 1 , OF THREE (3) INCHES IN DIAMETER AS MEASURED 12 INCHES OR LESS FROM THE GROUND ARE REMOVED. / t o \ i ` ` 1 \ ' ' ` ' \ ~ ~/WIR - \1 \ TOP DIMS.: X \ \ \ , / . - - . A' \ ) 1 . I. I. I I I , I , I . I, 1 I I, ' r \ ' \ II . i , . L 'li \ i I' i i i I I ~ PRO . \ , I \~ti- \ \ `BOTTOM'\DIMSs\ 24' \\54~ \ \ \ ` . . / O Z
1. \ 2) PUBLIC UTILITIES CAN BE CONSTRUCTED AND MAINTAINED BY THE CITY ~ HIGH PRINT OR NS DESIGNEE, l ~ \ i` s 1. .1. . \ ' \ I r . d ..I J I ; I / I 1 ; I 1 I _ J1+0 TH: 3,0 \ \ ` \ \ ` V 1 W A I I. _ II I ~ 'I , j~l lr.~l I ~ - ~ ~ o ~ v , . ` ` ~ LL +1 ~ 1\ , I ~ , v 1 1 i I I I I ` \ \ LENGTH: 5.11; ` \ \ ` ~ W
3 SOIL EROSION AND SEDIMENTATION CONTROL STRUCNRES CAN BE CONSTRUCTED AND MAINTAINED BY ~ l ~ \ \ ` ` O \ \ \DI A:. I 1DI A' 1 ~ d ~ , I I . I I + _ ; I I I ( I I I 1 / J! i \ . . \ \ \ . ` \ ~ ~ 11 RAI ::Af~EA:.r~'S5 Qc.J. ' I ( I ~ I I I , ~ ~ \
THE DEVELOPER OF THE PROPERTY, SUBJECT TO APPROVAL OF A GRADING PERMIT BY THE DEPARTMENT ~E Z ~ \ ~ i` 1 , p \ r , 1 t , Q2: .9;.cfe I DF CENTRAL ENGINEERING. UNDISTURBED AREA OF VEGETATION : \ , ` \ \ ~ '~l' ~ .I. I I. I ! , I , I I /J" 1 , I / , I , "ry~{~ ~ o ~j2,i,p~.__ \ \ ~ ~ \ 4c ~ .R.Cf9 ~ l l ' L I I I I I\ , 1 . . \ 0 \ ~ \ \ 1 \ _ _ _ ` - - ~ r I~ ~ 1 ' 1 \ ~ I I ~I. I I I 1 I \ ' ' / `1 / y 1 . \ ~-~--L.._ 1.. _ ~ i - \ \ ~ \J
4) NORMAL MAINTENANCE BY MECHANICAL MEANS IS ALLOWED FOR 1HE REMOVAL OF DEAD, DISEASED, BEGINNING AT TH ; w \ \ \ \ 11 S~ R Q: E OUTER EDGE OF ~V , 1 1 \ POISONOUS OR NOXIOUS VEGETATION AND PESTS HARMFUL TO HEALTH. ZONE 1 AND EXTENDING LANDWARD A 1, } ~ F: ~A O! 1 S~ . R Qs~ 7~e0 ~u.fi,'. I , I r.... -..1. I ~ ' / ' ' . ~ ~ y l \ 4+d0 l/ n) 1.P OV:: '8081 CU' . L I I I I ( I ~ 1 / I I l l : 33,+011 \ k'1 \ 3 \ v \ f: ~A EQ:.II ~ s~ r I I I I : t. rt I r ! , , ~ - ~ \ ~ 1 \ ~ \ -
5) MECHANICAL MOWING OF UTILITIES AREAS IS ALLOWED TO CONTROL GROWTH. MINIMUM OF ZO L ,.I~ ' 1 FEE EXCEPTIONS ~ \ , ti` , 1 iDl :i 39 I 1 O ' -,:I I A v A A ~ / ' ~ - ~ DI $•'i 36 X Q I I 'I ~ . , i ~ I I ' / J ~ ~ \ = ` \ 1 ~t_.__'~ 1 1
MUST BE APPROVED NY THE \ 1 '1 1 B Ti'pM Dl.Ms.~ WATERSHED REVIEW COMMIIEE WRC 1 t, ' 1 : '3,9i. \ 1 \ \ \ \ 1 1 I B T~IOM Dl. S.~ 2 ~ 5~.2' i' I I I ~ I ~ r ' i \ 1 1 -1-© , ~ ` i ` : '3,9 . ' ~ ~ j i ..t.. i ' ~ ~ i I I i , i / , iC / , \ _ \ 1 \ ` \ i ~ ;
PER SEC. 9-7-6 d 13 b. / \ ~M. ' , ' 1. r /y~ 11 ~ 1 .1. GT~I:.7v0/' . i'{. I Ir 1 I I i I I ~ 1 lR?r l ' W ! . 1 I r I r L.L.("' , ~ , I ( I 1 !Jy ' i / ~ \ \ r...__ \ ~ :
I, ACCEPT THIS SUBMISSION ' 1 , - I i .11 . ,'.I ,`p , ..ill I , rl f i ~ ~ ' 83< EIaE~ PHkSE A ` ` \ ` ~
1 1 , I 1 LEGEND AS MY PLAN OF DEVELOPMENT AND AGREE TO INSTALL ALL REQUIRED I I 1 I I IMPROVEMENTS AND COMPLY WITH THE CONDITIONS OF APPROVAL P 'f - ' . . ' I 1 1 I I I 1 \..1 r 1 / PA MEN`S \ \ . \ \ ! i i I I I I, i 1. I~. i ' c~ ~ i J , i 1 i / / J 7~'~~ STA.~1 32#08.6 I i I \ \ \ "r . G
RCP ~ ' ~ I ~ 1 ~ 1 II `I I I1 !ll 1 II 1 1 I I I f'~ ,l I l 1 I I i t _ / ~ 1 v\ t ; II I 1 It A
30 :c2G \ '.20' TEMPORARY SEDIMENT BASIN 100' BUFFER 1DO' ~ ` I I I 1 r ~ I I I I I I I r ! I !I I I , ~ ~ AI I V , 1 ~ I I 1 ` \ 1 I , I ! I I I / / / / i % 1 V- 1 1 1 I I V ` \ -C`L!~ TTpp((}}~
OWNER/DEVELOPER FOR HIGH DENSITY DEVELOPMENT ONLY i i ! I ; I' ~ I ; ' , , I , ~ ~ ~ ~ I ` ~ 1 I 1 A S L~V~I~~ 1/a~i1VL I / ~ 1 ~ 1 I I i I II i I 1\ \ ' / ~ / / i _..-.11 \ I 1 \ \ ~ 1 ` P~ar>j
QQ DITCH SECTION DATE C, / G~. r"' 1 \ I I I
~-y i I ~ tt'I DITCH/SWALE , 'i I I I I I I ' ' ` i~ ~ 'i I I 1 ~ w:~~ LF) '1 I I _
~ i . ~ ;
TEMPORARY DIVERSION F bmr ARCA \ SCALE:
DITCH BERM - LUTS
PERMANENT DIVERSION DITCH/GERM DATE:
ZONE 1 IPONSIBLE FOR I - \ \
SILT FENCE AN UNDISTURBED AREA OF VEGETATION THE OWNERS' ASSOCIATION SHALL BE RESPONSIBLE FOR EXTENDING A MINIMUM OF 30 FEET MAINTAINING THE COMPLETED PERMANENT RUNOFF CONTROL T RUNOFF CONTROL \ IMENTAL OFFICE ( /P CRM pTVi ; - - \ PROJECT:
FROM THE TOP OF BANK OR MEAN STRUCTURE AS DIRECTED BY THE GOVERNMENTAL OFFICE RIP-RAP HAVING JURISDICTION FOR WATERSHED PROTECTION AND, HIGH WATER LEVEL OF OTHER WATER IF THE OWNERS ASSOCIATION SHOULD BE DISSOLVED OR BppM - - 'OIECTION AND,
SYNTHETIC DITCH LINING BODIES. CEASE TO EXIST, THEN IN THAT EVENT ALL THE OWNERS OF DISSOLVED OR C MAlll Ll THE OWNERS OF ` DRAWN BY;
RECORD AT THE TIME OF REQUIRED MAINTENANCE SHALL BE JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL COSTS PENANCE SHALL BE WATERSHED OVER Y DISTRICT. OAKDALE AND ALL COSTS GENERAL WATERSH AREA, '%6-IV.
I ROCK CHECK DAM DIRECTOR OF PLANNING AND DEVELOPMENT DAIS ATTENDANT THERETO. Not to Scale SHORTEST DISTANCE TO FLOODWAY: -2Q0 FT
SHEET

_ - T .
s I r / , r ! / >
/ 1T]AP SED. BASIN kT ~ i ~ )5 ; / r - ~ DIST. AREA: 3.36 ac. ~ ~ 62 ; I ' 1115, ,r r / ~ _ '
-°~r-•-.__~ ~ / ~ DRAIN. AREA: 3.36 ac. I - _ ~Q2: 7.9 cfs I I
ST AGE REQ.: 6048 cu.ft. l / / ~ ST A PROV.: 6048 cu.ft. I / / / / ' / V
/ ° _ ~ , RF iA~EA REQ.: 3441 sq.ft. ~ f / '^~-f'"~ EA PROV.: 4725 sq.ft. TEMP SED. BASIN #4
y/// _ IXM : S ) DIST. AREA: 2.00 ac. _ J \ ~ ~ / / / ' OM DIMS ~ 1r.. . r _ I DRAIN. AREA: 2.00 ac. /
/ / ~D R 3.2 i~ `I E111. Q2: 4.7cfs ~ I s / / n- ` _ i WEIR 'tEN. : 9.0' / _ r' ~ _ STORAGE REQ.: 3600 cu.ft. ~ / / I I ~ ~ ~ ' / ' / / / / r
/ ' RIP-.l~E11~D. ~ / v STORAGE PROV.: 3650 cu.ft. ~ ~ I r'r _ .°f .FABRIC /\y ! / l _ SURF. AREA REQ.: 2048 s .ft. ' ~ i / I / / ! / / ~ / / / ( \I / / i i i ~ / ~ ri ~yk i i' O sue' / L i / i / ' / i ' i
~ / . I T. 1. ANNEL T:JNING / ~ / / / ~ ~ ' ~A - SURF. AREA P~iOV.: ~i042 sq.ft, I ; ~ )4 , 1: 1 _ - /l ( ~ / f / ~ / / _ B/ _ TOP DIMS.: 39 X 76 s ; I\174, ' : , / f. r i ` y - OQ / y ~ / , i// ~r/ /
\ ! \r / G@ - -__-BOTTOM DIMS.: 2T X 66' ~ nn II / ! I r i ice. / / / / r ..4. / i
I / WEIR LF~NGTH:\6.0' / 1 1 I / ~ ~ ~ r V / / / I ! / I ~ , / / /
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T) NO FILL, BUILDINGS OR STRUCTURES, EXCEPT FOR WATER DEPENDENT / ; _ / , _ I i / - / ` f , STRUCTURES, GRELTJWAYS, UTILITY SUBSTATIONS, UTTUTIES, ROADS OR / i ' I ~ ~ t~, i I i "-I--'' ~ , ' ~t.. I ' w w id , / r iv ~ rr i l i i 11 i i I ~ i ~ , 1 t i i+ ~I.+ ~ w v~.' 1. .I I/ ~ i i-; i ~ ' r r i l ~ r / v I Ij 11 I -i" 11 I I' I~~ I w
OTHER RELATED PUBUC IMPROVEMENTS, SHALL BE PLACED OR i aST ~ I ' I i It 1'~''~' ~ 1 ` ' '1.. I 'II '7~: I f , , l / ~ ~ , % l,. j / / , ~ 1 '/O I I I I ` I I ` I II r I ~ I w A{{ t,A 1 I / , ~ / P / / l~ : ~ 1 il0 I I I I I I y. ~ 1 1 ' '41's 1 , 1 / / ' 1 / l l , / \t : I I I I I i + 1- 1 I ~ ) ~ V O 1_
CONSTRUCTED W11HIN PROTECTED DRAINAGE AREAS AS PROVIDED ~ ' ~ ~fA UM / / ~ ' I I ' ' 4~s' IN TABLE O6 16 04. , / \ ~ r ~ ~ ~ \ , 1 / - pp I I 1 I I f I l A,/ ! fl , , , I \ I .1. W I I 1 I I I~ I 1 I I`-,,I I , / i i / / , ~ ~ l') i~ I i i i , I I i I ~ i O
2 DRIVES, PARKING AREAS, OR OTHER IMPROVEMENTS SHALL BE r ' / ` ~ \ ' ' . , \ \ \ 1 CONSTRUCTED NO CLOSER THAN TWO (2) FEET HORIZONTALLY FROM ' / \ \ \ ' 1 ~ t`. , ~ r , I / / i r ~7 r ' ` I I ~ I 1 I I 1 I I i w \ ~ ~ . ~ ' / T I I I I / / ~ A ~ / j ~ / ` ~ i AI ~ 1: I I 1 f- I I ~ 1 - 1 ~ ~ . \~_i
1HE TOP OF ANY BACK SLOPE ALONG ANY OPEN WATERCOURSE. GROUNDCOVER SHALL BE PLACED ON EXPOSED SLOPES / -'P \ ` - `\\`r ` ' \ 1, ' ~ ~ PARKING AREAS AND ASSOCIATED DRIVES MAY BE CONSTRUCTED -""~~DI?! \ \ : _ \ ` \ 11 . It ~ ; r ' ' , . t t T I I I i ( i / =c ~ % ' - v I I II i r t I i v` 111 1
ovER ENCLOSED suesuRFACE DRAINS. WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF BERM ~2 \ ; . ' ANY PHASE OF GRADING PER ' \ ` ' ' 3) IT SHALL BE THE OWNER'S RESPONSIBILITY i0 MAINTAIN ALL MANENT GROUND COVER ~ C MAT11N , ` ~ rr + ` .1 l l i.. ' ~ + ~ 1 I I\ r ~ i r ' ~ ~ l i i END PHA9~ 7 i ( i i I i i ' I , ~ \ 1 ~ ~ ~ I Z 1~ 1 1~ I I r i~ / / - ! I V A ~ I 1 I I I V ' A w
WATERCOURSES ON PRIVATE PROPERTY WHETHER ENCLOSED A FOR ALL DISTURBED AREAS SHALL BE PLACED ON ALL ~ 1 ~ _ _ 1 ~ `C .1 . I I l 1 III 1 1 I f I r ~,r I. ~ PAVEMENT , i / I I I I I 11 t !1 .+1.. \ ' n z C ~ ! ~ t 11 ~ _ Y I I O / , / , ' I/ ' / . ~ STA.: 1+00 I I I I I I I I 1 ' ~ 1. . ~ \ . LL i
SUBSURFACE DRAINS OR REMAINING AS OPEN CHANNELS S DISTURBED AREAS WITHIN 15 WORKING DAYS OR 60 CALENDAR 1 ~ ~ `I ) \ ~ ~ F I i DAYS WHICHEVER IS SHORTER FOLLOWING THE COMPLETION ~ ~ .'.''i .~,~M ,1.11 .I'~ I ~ 1 I I / ; , / ' ' I I + 1 \ W L ~ -z . 1 \ I , / i I 1 1 \ 1 1~ .1.~ ~ O
( ) OF CONSTRUCTION OF DEVELOPMENT. .BI .AREA: aag ac. , ~ ~ ' 1 1 \ , ~ \_c\\..`L~.`I, i 1. I I I I , / i-`~.`G 1 1 \ •10/1 1 1 1. I ~ /r~~
DRAIN. AREA: 1.19 ac. \ c ` \ r` ' {'1 . 2. NO LAND-DISTURBING ACTIV1TlES SHALL BE PERMITTED IN \ ` ` Lp .1 PROXIMITY IO A LAKE OR NATURAL WATERC Ct OF STREAM 02: 2.8 cfs ` \ \ \ \ . I . J \ 1 1 I 1 1 @ f ! i , ~ r \ o + \ i ' , + \ \ 1 . 1 . . I ~ U~ /
OURSE UNLESS STORAGE REQ.: 2142 cu.ft r ` \ r r:r;7( A BUFFER ZONE IS PROVIDED ALONG THE MARGIN ON THE STORAGE PROV.: 2160 cu.ft \ \r ` ~ \ \ ~ ...u ) . 1 I 1 ' ! - ; ~ \ , M '48' CPP TEM . I , . , . O \ `~Q.~yy~~,~~, I I i ' i I I I ' i : I ` ' \ + \ + SCOPE DRAIN r \I 1' ' / } - \w
TOP OF BANK SURF. AREA REQ.: 1226 r \ \ ` \ ~~\"~~iZ WATERBODY OF SUFFlCIENT WIDTH TO CONFINE VISIBLE SURF. AREA PgOV.: X8001 \ \ \ ; ~V \ . ,"I. ) \ O ~ .`i~ i ' { . I ~ i I , 1 I I r / ~ I \ DIg,T. .19 Iqc. \ \ , i~ '
A PERMANENT EASEMENT CONVEYED 1T) THE CITY OF NIGH PgNT IN WHICH NO STRUCTURE SILTATION WITHIN TWENTY-FlVE PERCENT OF THE BUFFER TOP DIMS.: 30 X 60 \ \ r r ~ ~ ~ BOTTOM DIMS.: 18' X 4$' ` \ ` ` ~ ' < OR LAND DISTURBING ACIINTIES ARE ALLOWED. THE NATURAL GROUND COVER AND 1HE ZONE NEAREST THE LAND-DISTURBING ACTIVITY. \ \ \ \ , c ' ~ . t ' ~ ~ ~ I.. + I I I I I , 0, \ \ DRA >\191gC. \ \ . \ \ ~
NATURAL 1REE CANOPY MUST 8E PRESERVED IW1H 1HE FOLLOIWNG EX(~P110NS, WHICH ARE DEPTH: 3 ~ ` ` r . PERMITTED ONLY AFTER ISSUANCE OF A PERMIT BY 1HE DEPARTM NT HEIR LENGTH: 5.0' \ `r \ \ \ ~ \ r. . \ \ \ ' 4 .t I 1 ' 'I I I I I 1 / \ i ORA6~ 42 tA1.ft. \ \ \ , \`L . \ I I ~ a i ~ ` S AGE PR 2 0 dLR .
SEWER U11LI11ES (REFER TO SUBSECTION 9-3-3 (F]).: E OF WATER AND V ~ rr r \ , ; 1'\ . , \ E/C MATTING , rn ~ ~ \ , , r \ 1 , \ ' . i ~ } .I . I' r I . ' I I yy I 1 1 / ~ ~ \ ; / / 00 SU . ARR~1 REQ.: 1 0 ft. \ f ~ \ \ - ~ ~ ~ SURF'S P Otl,: it \ ` \ \ \ . /
1 1 \,S `1 \ it , THE CUTTING OR 1RIMMING OF OVERCROWDED 1REES IS ALLOWED PROVIDED THAT NO 1REE IN EXCESS \ , , t \ 1 ~ \ OF THREE (3) INCHES IN DIAMETER AS MEASURED 12 INCHES OR LESS FROM THE GROUND ARE REMOVED. ~ p \ ; s \ , t `I ~ \ \ .1 c I , i. I . 1 I i I i I i i I if NE/WIR / „'I! , , - \ \\TOP DIMS.: X ~ \ ~ \ - - ~ z - , 1 1 1 1', ; , 1 II ; I I i j I ; ; I {r PRO . f / ~I - \ ,BOTTOAf\DgASs~ 24' \\54 \ \ \ ` O = O
2} PUBUC UTILITIES CAN BE CONSTRUCTED ANO MAINTAINED BY 1HE CITY OF HIGH POINT OR ITS DESIGNEE. 1 r`r , It \ ,1. 1` 11 1. . 1\ I I . { 1 , i 1 I I I 1 ; I I i ~ 31~.~ TH• 3,0' \ \ ~ w l\ 1\. 1 I -I t I I I`.. 'J 1 /ll~.~ ~ ! I / ~ I \ ~ \ \ \ LL ' \ 1 , I I 1 , I t I 1 ~ \ LENOTH: 5.~ \ \ \ w
3 SOIL EROSION AND SEDIMENTAl10N CONTRQL STRUCTURES CAN BE CONSTRUCTED AND MAINTAINED BY r ~ ~ \ ` ` `'1 ' \ I,DI ) THE DEVELOPER OF THE PROPERLY, SUB~CT TO APPROVAL OF A GRADING PERMIT BY 1HE DEPARTMENT E 2 I ~ A \ ` R~ '1' \ `DI a I I ~ 11r i I - i ~ I 1 ~ i~' i i / ~ S',(: ~ \ \ \ \ \ \ \ \ \ RAI :1'AI~EA:. r{'; . r I .i . I I I I I I 11 , , , ~ -~ew ~ ° \ d \ q _ , \ \ \ \ \ p~
OF CENTRAL ENgNEERING. 1 ~ ~-_-r~ It f11 \ It UNDISNRBED AREA OF VEGETATION r r I 1 , I 1 , ~ '8'' ~v 1 .~,.CtB' r r . ~ r I L . I 1 I 1 I I , I i ~ r l rl 1 / ~ss~ ~ o+ v ~ +00 \ ' \ \ \ v 1 \ 1 1 \ I. .I I I I j ( : 1 I 11 I I ( ~ ) . 1- + _ y.~- \ V
4) NORMAL MAINTENANCE BY MECHANICAL MEANS IS ALLOWED FOR THE REMOVAL OF DEAD, DISEASED, BEGINNING AT THE OUTER EDGE OF ! \ \ \ '1 1 ~ , S G8 POISONOUS OR NOXIWS VEGETATION AND PESTS HARMFUL TO HEALTH. \ ' \tl 1 ZONE T AND EXTENDING LANDWARD A _ r 1 , \ E.. I 1 ~ \ S R Qs~ T~(I ~It.f~. I I I T_.., I e I r+ I ~ ~ \ ~ \ , \ \ 34+d0 .+1 ''fi`x' U 1 1. II- I I I I I I l ~ \ V A ~l J 11 1 P. OV..^.v 081 W ~ I, . I I I 1 I I , I r~r ~ ~ ~ _ , - ss V ` 3+001 A v v \
S) MECHANICAL MOWING OF UTILITIES AREAS IS ALLOWED TO CONTROL GROWTH. MINIM r \ 1 ±i It I I UM OF 20 FEEL EXCEPTIONS ~ 1 I , ' SDI ' I . \ F. RSA EQ..IIA r I I I I ! ( ,r I , - + \ - i' 1 1 ~ R ~ ~ ~ DVl) . I I. ' I I ~ , I L. I ; ~ ~ \ I ; ' ' ,J. - \ ~ . \ 11 , , 11 ' DI S.•i 3D X I I. I ~ I 1 I I r i r\ ~ , _ _ 1 1 \ ` ~ _
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AS MY PLAN OF DEVELOPMENT AND AGREE TO INSTALL ALL RE UIRED ~ 1 1 1 I' i i I' I I I LEGEND Q I ; I I, I I 1 I I I ~ r l l l l i l IMPROVEMENTS AND COMPLY WITH THE CONDITIONS OF APPROVAL. I C 1 ~ i I i II 1 ~ \ \ ~ %ti~ . i ' ! rr I ~ r ~ i I i r / ~ [ ~ ` ( _ h ~ _ ~V PAV~MEN7 V 11 11 ~I 'v A vvv v V s~"'1 tP ,,,,~r?~ I I 1 I 11. 11 1 I , r / I l ./r / I 1 - 1 1 I A V 1V
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EXTENDING A MINIMUM OF 30 FEET MAINTAINING THE COMPLETED PERMANENT RUNOFF CONTR IMANENT RUNOFF CONTROL GOVERNMENTAL OFFICE I AfRM Div \ PROJECT:
FROM THE TOP OF BANK OR MEAN STRUCTURE AS DIRECTED BY THE GOVERNMENTAL OFFICE RIP-RAP HAVING JURISDICTION FOR WATERSHED PROTECTION AND, HIGH WATER LEVEL OF OTHER WATER IF THE OWNERS ASSOCIATION SHOULD BE DISSOLVED OR HED PROTECTION AND, 1 8~M r \ )ULD BE DISSOLVED OR \
SYNTHETIC DITCH LINING BODIES. CEASE TO EXIST, THEN IN THAT EVENT ALL THE OWNERS PENT ALL THE OWNERS OF E , /C MATTI DRAWN BY.
RECORD AT THE TIME OF REQUIRED MAINTENANCE SHALL I ) MAINTENANCE SHALL BE WATERSHED OVERT Y DISTRICT: OAKDALE )R ANY AND ALL COSTS GENERAL WATERSH AREA, 'WS-IV.
I ROCK CHECK DAM DIRECTOR OF PLANNING AND JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL COSTS DEVELOPMENT DATE Not to Scale ATTENDANT THERETO. SHORTEST DISTANCH TO FLOODWAX-2Q0 FT 11 SHEET

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CONSTRUCTED NO CLOSER THAN TWO 2 FEET HORIZONTALLY FROM ' / \ ~ . ' ~ \ '4 . / i I I I I / ! I l / i' i/ ` 1 I I. J I I I I I I\ 1 I ~ ~ ly , v \ ~1 I I / / t r/ / i / `1 I I i I 1 I I I \V 1- i i / 1
E PLACED N E K ~ 1 tt THE TOP OF ANY BACK SLOPE ALONG(ANY OPEN WATERCOURSE. ~ PfR \ 1. GROUNDCOVER SHALL B 0 XPOSED SLOPES ~ ` ~ PARKING AREAS AND ASSDCIAIED DRIVES MAY BE CONSTRUCTED ~~TV• @ \ \ ~ ! - ` \ t. 't ~ ' 1 l r. 1~ ~ I I I / / i ~ I I I : I i I ' I I I r / 1, I I / r r ; ~ PHA9~ 7~ I I I , i I `v , r A I
ovER ENaOSED suesuRFACE DRAINS. WITHIN 15 WORKING DAYS FOlLOW1NG COMPLETION OF ERM ,gyp \ ,1 1 .,t r ~ . 3) IT SHALL BE THE ONNER'S RESPONSIBUTY TO MAINTAIN ALL ANY PHASE OF GRADING, PERMANENT GROUND COVER ~~~(C MATTIN , - ~ , ' , \ , 1 i ~ I i R i I I r ' ~i~ / ' / r / PAVEMENT` I I i I , yr ' r ~ 1 ~ ~ W -1 I11 i 1 I I I , rr ' ~ ,r v i , ~ i i I , , , , A _ 1~ Z I ~ I 1 r / / - STA.: 1tDD I i I I ~ I. \ / z T
FOR ALL DISTURBED AREAS SHALL BE PLACED ON ALL ~ r 1 I fl i WATERCOURSES ON PRIVATE PROPERTY WHETHER ENCLOSED AS \ , _ \ ~ , ~ t` L~, 1 I suesuRFACE DRAINS oR REMAINING As OPEN c~aNNELS. DISTURBED AREAS WITHIN 15 WORKING DAYS OR 60 CALENDAR ~ \ + ~ , 1,!,, ~ I' 1' I~ . I I f 1 I I / r r r!' / - 1 I I I i ' i '1 I \ " .t r- \ 1 1 11\ '1 I I t 1,.. I~ \ I , ) I / ~ ~ ~ i ~ - / / \ V I I I 1 I V \ \ h Q,V.
DAYS (WHICHEVER IS SHORTER FOLLOWING THE COMPLETION ~ 't ~ , ' lV 1\ 1 II - ~`r ~ I I I I / / / r i--~ I I I 'r r ~ ' Z r - A I I r r v 1 V r / / ~ - v v ' v -t v / - '
.AREA: ac. ` ' ` \ ~ ' OF CONSTRUCTION OF DEVELOPMENT. ` \ DRAIN. AREd: 1.19 ac. \ \ \ \ \ A \ ` 1 1~ ' ~1 II I I I , i r / % \ I I , I~ol, r r v I N v - `C \L ~ ` 1 V ~ I I I ~ I / ~ ~ , / . I,\ 1 V 1 .`A.'I 1 l1 VV \ l ' ~ .I i
2. NO LAND-DISTURBING ACTIVITIES SHALL BE PERMITTED IN OF STREAM 02: 2.8 cfs \ \ . \ PROXIMITY TO A LAKE OR NATURAL WATERCOURSE UNLESS STORAGE REQ.: 2142 cu.ft. \ ~ \ \ ,,,,c \ i 'll 1r F I. 1 ~ I ~ y I / _ / i i \Jr / \ \ o \ 1 1 \ 1V V 1 ~ ,J , ' ' ~ QN~~ pp ~ v 1 ~ I I I ~ l r i vv A v ~ CPP TEldi 1 ~ I ~ I -1J \ ~ I i I I I I I I < rJ / ~ 1 .1 ` \ tY~o) \ SCOPE DRAIN , ~ . / _ y j
A BUFFER ZONE IS PROVIDED ALONG THE MARGIN ON THE SroRAGE PROV.: 2tso a,.n \ \ ~~~t , TOP OF BANK SURF. AREA 1229 n \ s
WATERBODY OF SUFFICIENT WIDTH TO CONFINE VISIBLE SURF. AREA :~B00~.~ \ \ \ ~ \ \ . SILTATION WITHIN TWENTY-FIVE PERCENT OF THE BUFFER TOP DIMS.: X 60 \ \ \ A PERMANENT EASEMENT CONVEYED TO THE CITY OF HIGH POINT IN WHICH NO STRUCTURE BOTTOM DIMS.: 18'X48_' , vvv ~`v ~ vv~ ~vy~~v~ '~v i ~ I ~ I i I ' ~l r ~r ~9 / ~ `vv DI$T. A A: ~19 qG `v v ~ A ~ 1 v~ ~ i' ' ~ Ll_ i ~ ~ ~ I ~ ~ ' \ \ t \ ~ c I i ! / \ \ .AEA. '~19 'qC. ~ ~ \ r ' /
OR LAND DISTURBING ACTINTIES ARE ALLOWED. THE NATURAL GROUND COVER AND THE ZONE NEAREST THE LAND-DISTURBING ACTIVITY. pEPTH: 3' \ \ t,\. NATURAL TREE CANOPY MUST BE PRESERVED W1TN THE FOLLOPoNG EXCEP110NS, WHICH ARE WEIR LENGTN: 5.0' \ \ + ` + . ; v v vv \ ~r. ~.v4., 11. I',.i I II I ~ I ~ I p 9 / / <f. ~ ~ ( \ ~ A '.v. v --v.i ,.~,Yl
PERMITTED ONLY AFTER ISSUANCE OF A PERMIT BY THE DEPARTMENT OF WATER AND ? ~ ` ` ` \ \ ` 1 , I i I / \ A6~ R 42 G1.ft.\ ~ \ 1 / v v \ v ' v vI I I i ~ I I ~i J , r `v A(~v PROS: 2 0 du.ft. ~ V vv ~ ~ i' A_J I . ~ i \ \ ~ 1\ ~ 1 I I I I / / a~ 3 \ t \ \ \ Iv -'1 I~ i I I o- i , I i i i fi 1 /r r i _ i t D+00 A v . AR REQ.: 1 0 S` .ft. ~ V A \ i I ~
SEWER UTIUiIES REFER TO SUBSECTION 9-3-3 F E/C MATTING, m ` \ \ \ ~ ( ~ ~ ~ A 'c ~ ~ \ \ \ I. I I ° I I I ' / '`I' / \ ARE P~OV;: ~ "eft. ` ~ \ 1 r ~ v v c~ v I I' r I I b I I I 1 C=~WIR r// ~ 1 A TOP dMS.:~O X. ~ `
1) 1HE CUBING OR TRIMMING QF OVERCROWDED TREES IS ALLOWED PRONDED THAT NO TREE IN EXCESS \ \ \ \ ~ OF THREE (3) INCHES IN DIAMETER AS MEASURED 12 INCHES OR LESS FROM THE GROUND ARE REMOVED. ~ \ ' + ,4 ~ + 1 rl ` ~ ~ `r l ~ ` .I I~ ~ I ' I'~ ' I ' ' ' I ~ ` r % " l~: ~ ` ' TT01f.DIMS3 24 X.54 V vv ~ A . ~ rl n T 1 \ 1 ~1' 1V 1_ I - ~ I I I I I I I I ~ PR01. \ r ~5-~.,. 3 \ \ . \ \ . .J ~ , ; r v v, I , ~'I I , , I I I I 1 >L `mac..----- ~ Pv v TM: ao' ' , v ~ , `,v ~ v ` ~ ~ ~ ~ N ~ ~
2 PUBLIC UTILITIES CAN BE CONSTRUCTED AND MAINTAINED BY THE CITY OF HIGH POINT OR ITS DESIGNEE J ' \ ' ` \ l >I w A~ ~ , \ 1',01 T 1 rl 'v ~ II i ` " 'I ' i I (tYP.) I i i / ~ v ~ LENQTN: 5.~9; A t ~ \ ~ IDI T ~1R A: I~ ag.- .I I I I I I I I 1 I ' 1 / r^v ; ~
3) SOIL EROSION AND SEDIMENTATION CONTROL STRUCTURES CAN BE CONSTRUCTED AND MAINTAINED BY / ° ~ ` + ~ RAI~AF THE DEVELOPER DF THE PROPERTY, SUBJECT TO APPROVAL OF A g2ADING PERMIT BY THE DEPARTMENT ZONE 2 i~ \ ~ t t+ \ ~2; ~ ~ \ _ V vrl RAI .~AftEA.'~.5`r c.l I 1 h I i I I i ~ !i OVA( o w ; \ vv `v `v v.'~~ rY ' 1 •~,.Ct9 1 .P . I ~ r v ' i ~ I I II I I r ~ r' 1 r K ~ ~ of 2+00 \ ~ . \ ~ 1 ` \ y- \
OF CENTRAL ENGINEERING. UNDISTURBED AREA OF VEGETATION ' ~ \ \ ~ t \ \ ',',S~ 4 NORMAL MAINTENANCE BY MECHANICAL MEANS IS ALLOWED FOR THE REMOVAL OF DEAD DISEASED ` ` \ , ' eS ~t. 1, S~ R Q.a ,~7~p0 ~u.t~. 1 1, J 1 I I I I \ 1 t~ < v sg ~r.P- OV.: ~ ®O~I CU~ . 1 I I i i I I I ' l i 33cF00v 'v v v ~ U
1 BEgNNING AT THE OUTER EDGE OF PgSONWS OR NOXIOUS VEGETATION AND PESTS HARMFUL TO HEALTH. ZONE 1 AND EXTENDING LANDWARD A . ~ \ tl t' \ U F.'° R) r \ I , ~g r r i . ss \ ~ 1 \ Ir U F. " R~tA RREQ vIIP 1 ,I i i) ~ I ~ I r r / _ l/ ~ - _ `~~~A ` . . ~ 1 V vv ` i~ \-J ,1 v I U R~~ PRQV/~ ~900~13 r ~ ~ 1 I 1 i i ~ I ~ ~s ~ v r vv v 1 i
5 MECHANICAL MOWING OF UTILITIES AREAS IS ALLOWED i0 CONTROL GRON4FI. MINIMUM OF ZO FEET. EXC PTIONS \ \ \ ~'•t t, I U RI E t 1 ~ DI S. MUST BE APPROVED NY THE A 1 t t TfpAt C 1 v a Dl S.t~i 3C~ X~ Q' I I~ r i I I ~i l I 1 ~ i f~- ` r 1 v~ v 1 - - ~ ~ v 1 r I ~ I I / / / . TfOM Dl S. )f 5 .2 , I i , I + 1 , i = \ r ~ \ ,
WATERSHED REVIEW COMMITEE (WRC) ~ t 1 , , 1 : a ARM , , . , 1 R '1 1 1 ~ I. - I I. ~ I I~ I l ~._.-'f I l , / ~ V V 1 A \ 1 :17,9 1I1 1 r i 1 r a 'r `I 1 R GTM: 5:0]' 1 . ~ ti 'r i i I li i I i I I` ' I i i / ~ ~ _ - - / \ t 'r
PER SEC. 9-7-6(d)(3)b. ~(V. ~ , ' . ~ ; ~ II i' - . , , V y'. I 1 I i 1 I! l I I I I I l ~ \ 4 1 \ W 1 n 1 1 1 1 ~ L II ~ J ~ Il 1. ~ ~ ~ / rr ~I ~r ~ v A . v -c - 1 ~ \ 1 i 1 I ! G \ \ 1 l l 1 \ \
,~4 - , ,t '1 , 1 ~ , t 1 , i 11 1 I, ACCEPT THIS SUBMISSION I I I~ I~ ~ V~~ i 'i i 1 , r ~Ir r i I r i l~-~L i I EAf~ PFIk$E R r rl r . A I I I II I 1- ~ I I Jj ( ~ I 1 i Ir I I ~ ~ 1 1 V 1 \ \ \
AS MY PLAN OF DEVELOPMENT AND AGREE TO INSTALL ALL REQUIRED ~ , . ~ I I ~ ~ I I LEGEND 1 ~ II ~ ' I II ~ IMPROVEMENTS AND COMPLY W1TH THE CONDITIONS OF APPROVAL. ~ I 11 , I I I i I I , 1 ~ ~ ti~ I 1 I I \ i , l - / .rte PAV~I~EN`{ \ 11 r I \ \ \ _ II i I I II , II , I~ 1 ~ I ~'~ti ~ I f ~ r r I l / ~ STA.+ 32~08.6~ I i I vv A V A I i~ I~.' r ~ , r L_ I I i v
RCP a I I ~ 20, \ '1 I II I II I ~ II ~ I I ~ I I , ~ ; l / i , v r I I , I v \ ` II ' i I/ i I ' i I --1. 1 p%~ I r I rl j ' ~ ~ _ ~ v , r I i L A v , r `
20_ ` ~ I I I ~ I I I r.,._ . 1' I i ~CIP~.i I' I i I I
TEMPORARY SEDIMENT BASIN 100' BUFFER 100 B~ I 7FFER _r j I i ~ i Iii i i ~ ~ +ir i ~ it i it ~ ~ I i A ww
- FOR HIGH DENSITY DEVELOPMENT ONLY OWNER/DEVELOPER i I I I - ti 1 I I ~ \ 1 1 1, I I I I r r j ~ 1~ li I I I 1 1
1 QT DITCH SECTION DATE
DITCH/SWALE ~ I
TEMPORARY DIVERSION DITCH/GERM - I I \ SCALE: ~xxeq , , v 1 11 II ~ v
PERMANENT DIVERSION
DITCH/BERM ZONE - DATE:
AN UNDISTURBED AREA OF VEGETATION THE OWNERS' ASSOCIATION SHALL BE RESPONSIBLE FOR K SILT FENCE EXTENDING A MINIMUM OF 30 FEET MAINTAINING THE COMPLETED PERMANENT RUNOFF CONTRC IE RESPONSIBLE FOR I \ - IANENT RUNOFF CONTROL 1
FROM THE TOP OF BANK OR MEAN STRUCTURE AS DIRECTED BY THE GOVERNMENTAL OFFICE E eR4f i PROJECT: OVERNMENTAL. OFFlC P / TEC
RIP-RAP HIGH WATER LEVEL OF OTHER WATER HAVING JURISDICTION FOR WATERSHED PROTECTION AND, BODIES. IF THE OWNERS ASSOCIATION SHOULD BE DISSOLVED OR ED PROTEC TION AND I OIV,I B \ \ I ~ \ 1LD BE DISSOLVED OR \ 1
SYNTHETIC DITCH LINING CEASE TO EXIST, THEN IN THAT EVENT ALL THE OWNERS 0 RECORD AT THE TIME OF REQUIRED MAINTENANCE SHALL B .NT ALL THE OWNERS OF II \ ESC MAT* ~ Y' : MAINTENANCE SHALL BE DRAWNB WATERSHED OVER Y DISTRICT. OAKDALE -
JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL COSTS ROCK CHECK DAM DIRECTOR OF PLANNING AND DEVELOPMENT DATE Not to Scale ATTENDANT THERETO. R ANY AND ALL COSTS GENERAL WATERSH AREA, WS-IV,
SHORTEST DISTANCE I- TO FLOODWA-Y:--2QO_ET
SHEET

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,Q2: 7.9 cfs r I I t t 1 , / 1~'~ r ' r / 1 / , ! / , ~ ~ / A ~ / , / / / / ~ / , ~ ~ / ! r 1 / / ! / 1 '
/ STO AGE REQ.: 6048 cu.ft. 6~/ I ~ . ST A PROV.: 6046 cu.ft. ' W
_ ~ URF.~EA REQ.: 3441 sq.ft. ~ ~ f / EA PROV.: 4725 sq.ft. TEMP SED. BASIN 114 _ , ~ ~ . /i!. _ DIM : ) DIST. AREA: 2.00 ac. _ ' i i i , i / i L 6.1• --r= I,I,Q per..` / / ~ ~ / i i / / /V r / / / / \ I ~ / / / / / / i / i / ! / / X I ~ i'~ i / i ' /
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.y , ! v yi , WEIR LEN. : 9 0 / _ , ~ ~ _ ~ O ~ ~ STORAGE RE :3600 cu.ft / RIP~9E-AID. ~ ~ I - / ~ , / i i / O / - ' i r r i / i, / / / / , '
/ ~1. , FABRIG \ / r\ ~ STORAGE PROV.: 3650 cu.ft. i / ~ ~ 1 \ ~ / ~ . - SURF. AREA REQ.: 2048 .ft. I w,\ / + I NEL LINING / / , ~ ~ SURF. AREA P OV.: 042~s .ft. i ~ 74 / ' r ! ' / ~ ,
- . l/ Il. S . / ! ~ ( ~ / - - 6/ _ TOP DIMS.: 39 X 78 >t /
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\ \ ~ i ( ~ _ I IS FJ BRAIN ~ / / / \ \ ( ~li ! i 1 r , . \ S \ \ s ~ r UR 1 AREA R~ ~ 1 I / I i ( / ( / \ 1 \ , , 1 I I ` \ 4 ~ _ . l !1 RF. AR P D7MS.~30~ J I I k i l l f II r / -_s \ ; , , ~ ~ 1 I I I i 1 ~ \ \ - , Tpp SURF.Y AREA PppOV.: BOO~s .ft. ~ II c i J 1 '1 4 1 I I i I II r I I 5\ ~ \ 1 1". I i/ 1 1 1 I 1 I I I 41- I'1' aTpppp \
I I I ] I ~ I I I f / V~ ~ i" ~ v~ A vv ~ , i , 1 a I i 11 A v` ss ~ A-. ~ sv 1. I BOTTOi~( DIM\~. I ( ~ ' j ~ i + ~ A vi II , t ` I `'r~ \ ~ , . ' '1' 1 DEATH: s3.T BOTT DI ~ x 64 k\52.6'YY \ ~ , - I / / ~ \ . i I I I I 'I I "I. II ~ \ \ \ 1 1 I , / / \ l 1 I I II II ' I I' I I I- 1 \ \ \ I 1 1 ! 1 1 I I I • D TH• 3.1rH\ 5.0~ \ \ 1 I ~ I J ; , I I I ' I h I' r (
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@~C MATjIaG i i 1 \ 11 ~ ~ , \ \ , ~ j\ - s.\ 1 1 FEN - , , 1 , W , ~ , I I , f - , - - I , - I 1 \ \ 1 1 5~r 11 1 ; , / ' ~ 1' I I , I I I I 1 , 1 4 ~ 1- V YV A \ `I ' I 11 ~ 'N7 I ' / _ `i~. I I I I I , 1 ~ / i - i I. I ' . 1. i 11 ~ I Yv 1 ~ i I I i U I i ~ I~ 1 ~'1 ' I i I ' i I l"! I.~.;.'," v, l1
- P M,~~ i ! I A _ +1 r1l Ji _ ~ ~ ~ V 1 + ~ '~3` l `o V i 1 .vI v 1. -1- \1 \ lip I I I I I ~ , I / , . ' 1 1 ' I I ' 1 1 I I I.I \ -1 , `I I I I I 1 ~ I / / % r r r~ I I 1 1 ~ I I ~ 1 I ~ I I. I~ ~~1 ~ I' I I
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~1. / l / 1:' , l / ! / / /ti 1 I I I I 1 1 I.I I I./'. ~ ~ Wu1J
1) NO FlLL, BUILDINGS OR STRUCTURES, EXCEPT FOR WATER DEPENDENT / i - ~ i , ~ II /II I I_~ i , ~ 1 I ~ STRUCTURES, GREENWAYS, UTILITY SUBSTATIONS, UTILITIES, ROADS OR / r' I ~ , I 1 - r ' I , i~ 4 ~ y~ i / i i / i r i i / i i Y I I I r I i I I I I- i..\i
OTHER RELATED PUBLIC IMPROVEMENTS, SHALL BE PLACED OR 1 1 ~ ~ % - - _ ' CONSTRUCTED WTHIN PROTECTED DRAINAGE AREAS AS PROVIDED ' f / ~ / / ~ ~ ' i 1 / ` ' S ~ ) ~ r I I / / / / 1 / r / l I 1 11 W r ;~'"`1 ; / , r , Y l0 I I , 11 I ; I 1 I~~~ 1.
/1 r Ally/ \ ~ ` s\'± , r CO i IN TABLE 06-16-04. 1' / / ~ \ \ \ - _ \ \ . r r r . 2) DRIVES, PARKING AREAS, OR OTHER IMPROVEMENTS SHALL BE ' r / \ ` ,,y - \ s `i ~ i I ~y1 I'' 1 I I I I I I ~ I I ~,l , ~
CONSTRUCTED NO CLOSER THAN TWO (2) FEET HORIZONTALLY FROM _ + ` 1 ~ \ , s . r ~ .T I THE TOP OF ANY BACK SLOPE ALONG ANY OPEN WATERCOURSE. ~ \ \ ` ~~-1~ / ` \ sr ' ~ ` " ~I . I I ~ I f % / ~ jr! i ' l ! : / 1\ `1 I I ~l I I I I ~ I I I 11 ~ ~ ; V 'r~ .T I r ~ , ~ / ! \ 1 irk i i r , I , Y' 1.
PARKING AREAS AND ASSOCIATED DRIVES MAY BE CONSTRUCTED 1. GROUNDCOVER SHALL BE PLACED ON EXPOSED SLOPES ~ -~R,<L plv ` 1'. ; `I ~ ' . t r WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF ARM \ J + i ' ~ ' r ' . ~ ~
OVER ENCLOSED SUBSURFACE DRAINS. ,~2 \ t' 1 s ' + / y. ANY PHASE OF GRADING PERMANENT GROUND COVER ~ , ` ~ r ' 3) IT SHALL BE THE OWNER'S RESPONSIBILITY TO MAINTAIN ALL ~~C MATTIN~ \ ~ - + ~ .1 ` ~ I I ' r . ~ I I I r ; ~'ti PAVEIEI~T`I I ~ I I i i i I I 1 \ '1 Ir \ J ~ 0 z
WATERCWRSES ON PRIVATE P TY FOR ALL DISTURBED AREAS SHALL BE PLACED ON ALL \ '1 1 r'''. ' ROPER WHETHER ENCLOSED AS \ \ ~ \ 1 1 \ \ Lii . SUBSURFACE DRANS OR REl1AINING AS OPEN CHANNELS. DISTURBED AREAS WITHIN 15 WORKING DAYS OR 60 CALENDAR \ ~ + ~ I . t iA' ; 'oi I ; ~t/ ~ /j :y4' sra:t+ao,,~ I I i; I ; ~1 I1 r1Y 1 - 1~ .~V~~'~~I ~ ~~I ~ I _ . l I~ I ' j, I / l f~/ ~ / / ~r 1 / / _ ~ Y ~ I I 1 1 1 1 1 \ \ ' ' / ~ ~ W
DAYS (WHICHEVER IS SHORTER) FOLLOWING THE COMPLETION 1~ I I \ ~ I r ~ / / i ' ' ~j`'~ / \ v ; / II I II 11 ` ` 2\, \ ) = O
.AREA: ]aS ac. + + 1 OF CONSTRUC11ON OF DEVELOPMENT. \ ~ - 2. NO LAND-DISTURBING ACTIVITIES SHALL B DRAIN. ARF'1(: 1.19 ac. \ `la~~,\~i~.`\1. ; ' .j. `Y , i ~ i I~ i r / / / % , / i f ' / - ; I I ~ I ` YY \ YY N ~ , \ ~ r L'~ ~ ~n ~ l 1' ~ J. I I 1 ~ , / , / - \ 1 \ 1Q/ Y \ \ \ I 1 ~ 1. f ~ ~ L.
E PERMITTED IN CL OF STREAM Q2: 2.8 cfs \ , . PROXIMITY TO A LAKE OR NATURAL WATERCOURSE UNLESS STORAGE REQ.: 2142 cu.ft.\~ \ ~ ~ ~ I \ ' I , \ \ \ 1 1 \ 18" CPP TEMP. , + '
A BUFFER ZONE IS PROVIDED ALONG THE MARGIN ON THE STORAGE PROV.: 2160 cu.R \ \ . ~ ` ~ F' ' 1 I TOP OF BANK SURF. AREA ° 122A ft I ' , I ~ I / ~ \ \ \ SCOPE DRAIN \ 1
WATERBODY OF SUFFlCIENT WIDTH TO CONFINE VISIBLE SURF. AREA 800~s .:k. \ \ ~ r SILTATION WITHIN TWENTY-FIVE PERC TOP DIMS.: X 60~ \ " ' ' I A PERMANENT EASEMENT CONVEYED TO THE CITY OF HIGH POINT IN WHICH NO STRUCTURE ENT OF THE BUFFER BOTTOM DIMS.' 18' X 4~ ` ~ \ 1`, ~ 1 II i ?'.1. I-.I ~ I I , I / I .AEA. .19 c. ~ I t Y ` Y I . I, I I I I I ~ 00. \ 1 DR .AEA. ~19 nC. \ \ \ Y r. z !'Y 1 r
OR LAND DISTURBING ACRNIIES ARE ALLOWED. THE NATURAL GROUND COVER AND THE ZONE NEAREST THE LAND-DISTURBING ACTIVITY. DEPTH: 3' ` ` ` \ ` \ ` ~ I I NATURAL TREE CANOPY MUST BE PRESERVED WTI1 THE FOLLOWING EXCEPTIONS, WHICH ARE ` \ \ \ ` ` \ ` `~\y r 'I I \ \\\4-I. II,-I "~..I I ~ I I I ~ I 'I'_... 9 `T~ i / , _ . \ 1' A6~ R 42 Cu.ft.\ \ - .`j`/' ! I (y'}
WEIR LENGTH: 5.0' \ ~ , + \ \,1, , i PERMITTID ONLY AFTER ISSUANCE OF A PERMIT BY THE DEPARTMENT OF WATER AND V \ \ 1 , \ . 1 l a .l SEWER UTILITIES (REFER TO SUBSEC110N 9-3-3 (F)).: ~ E/C MATTING, ~ \ ` + \ \ \ + + s . ~ I' .I . ) - I I I I I ' a ' ~ ~ AY GEV PROs: 2 0 di.ft. A vV V A ~ - a . ~ I~ ~ 1 ~ Z I Y . ; I .I. I ' P I I I I I , I ~ , ~ / Op . AREA REQ.: 1 0 3 ft. ~ /n u~
+ I YY \ i\ i II. I .I' i .I I I .i. , ~I (J r r / , / ~ ! Y` > P Od.:~ QO sift. \ \ \ ' . ! z J \ \ I 1 i t i ~ I I I 1 ~ ; I ~ ~/YNR i, - _ - `Y \ : ` TQP DAIS.: X ~ \ \ \ \ -r - - O ~ z
1 THE CUTTING OR TRIMMING OF OVERCROWDED TR ES IS A 0 D R VI 1 ~ ~ ` ' A 1+ 1' ' ` ~ V~ '`e I E LL WE P 0 DED THAT NO TREE IN EXCESS ~ \ \ \ \ . \ ~ r , t .I OF THREE (3) INCHES IN DIAMETER AS MEASURED 12 INCHES OR LESS FROM THE GROUND ARE REMOVED. ~ ~ ~ \ ~I r__,_rt__\ I`I \ \..'1\s.I' \ \ I I I'1 I I . , I PRO \ , r ! _ ` Y TTOIt\OMSa 24 R.54 \ \ \ • \ ' I l . 1 YI 1 I . ~ ~ ~ I .I r I ~ f--j I I ~ I I ' .31•f ` 1p Y ` \ ` \ \ ~ i O ~ ~ W I 'I I i I I , I , I (~vP. I I ~ ~ pp , Y ~ xV , , ` ` LL
2) PUBLIC URIIRES CAN BE CONSTRUCTED AND MAINTAINED BY THE CITY OF HIGH POINT OR ITS DESIGNEE. ~ \ \ \ i ~s. s \ \ , ,I " '1 1 . i ~ I I ~ • ' LENOm ab, \ ~ W
3) SOIL EROSION AND SEDIMENTATION CONTROL STRUCTURES CAN BE CONSTRUCTED AND MAINTAINED BY / ~ \ ~ 1 , ` RAI .IArtEA:.rh s5 THE DEVELOPER OF THE PROPERTY, SUBJECT TO APPROVAL OF A GRADING PERMIT BY THE DEPARTMENT ZONE 2 \ \ ` , } \ 1 I ~ g I. , ~ , + , I , / r „ \7. Slow x 1 \ YI \ ` , ~ , . RAI ,\AIfEA:.~~~55 PC.~ f. i I i ~ i I ~ i i. l ; 11 A(,K ,~I~ i? 1 \ .B; Cts' I r . L I 11 I I I I ~ r 1 r ~ +00 \ \ Y \ Z
OF CENTRAL ENGINEERING. ~ \ \ ' 1' 1 'i '0' cfe ( UNDISTURBED AREA OF VEGETATION 1 , \ 4) NORMAL MAINTENANCE BY MECHANICAL MEANS IS ALLOWED FOR THE REMOVAL OF DEAD, DISEASED, BEGINNING AT THE OUTER EDGE OF w \ \ ' 1 1 + , S~0 R Q.t ~75 i~0 R O~t~~7~Q ~u.f'ir ~ i 11 ~ 11 i I I i i ~ / r ~ Y _ - t- _ y-~ +dO \ i ~1'P OK^ 8081 CU' I I I i i 1 / ~ ` 3 Y` IY \ .
+ + ' , S ~IP OV` 1 ' POISONOUS OR NOXIOUS VEGETATION AND PESTS HARMFUL TO HEALTH. ZONE 1 AND EXTEN IN `v \ 'I ? ' \ U F:1 R~A RREQ:4 `21 I ' 00 1 iU F:' R'cA EQiIP5 ~ I , II) I i , 'rl - r%' l~~ r~ / _ ? ss \ \ ` \ \ \ \ .V; O - R{~' P„ROM 1~ 1g. #t. i I I I , i r i ; I n ~ ` ` + ` \ ` 1
' s ME HANIG L MOWN F R D G LANDWARD A \ 1 ,.11 1, 1 Rf;A PROV,I C A G 0 U URES AREAS IS ALLOWED TO CONTROL GROWTH. MINIMUM OF 2O FEET. EXCEPTIONS \ , 1 1 ` 1 \ ~ ~ 1 11 1 IDI S.'i 30 X MUST BE APPROVED NY THE 1 , e TOM DI,~IS.~ 22 DI 5..1 3tl+~ X 4 I I I ~ I , ( l:' - ` \ L_L_ 3 T11AM DIyS. '22 ~ ~ 5 . ' r ' I I I I I _ s~ . , i i rl K: A v `I Y v -~Y-t~~v' ~ v Y Y
\ \ 1 1, 1 1 11 1 '13.91. I WATERSHED REVIEW COMMITEE (WRC) _ ~ 1 ~ 1 .l .I. I I. I I I I r I / 9 11 11 ~ ~ ~ \ 1 ` 1 v \ \ 3,91. I. , I I I I I 1 1 / \ \ _ R.r t~OTN:~~;O) I~.~~r -II i i I i I ~ ~ r r l i,' Jr _ ~ 1 _ --vim W
~M, 1 1 '1 1 1 R...f~GTH: ~:0/ PER SEC. 9-7-6(d)(3)b. 1 D(y, 9E , 1 1 1 1 `s / . ~ ~I1 I i - 1 1 l t l' ~ .1. l ' 1 1 . . t -I / . l ~ I. ' i 11 I r' , I I r' -a.-_ / ~ I I / i ; ' ~ r"~__ 1 \ \ _ r
I, ACCEPT THIS SUBMISSION ` I°-+.. ! 1 + ~ V" ~ ' I ~ I I ~ ~ i ~ ! I 1 I , ~Lr % ~ EA PHASE\A V 11 1 11 vv vv vv I 11 1 \ . \ .i. ~ , / l , I , l II i I r~ i ~ ( ~ \ ~ \ 1 IY t \ \ 1 th ~ ~ I ~ , r ( I I r`-.. . PA MEN'f \ Y , 1 ,
LEGEND AS MY PLAN OF DEVELOPMENT AND AGREE TO INSTALL ALL REQUIRED f i I ; ; I I I CO D110NS OF APPROVAL. IMPROVEMENTS AND COMPLY WITH THE N I I ' I I ' ' II ` r l i i l 1 r i" . i~. I' F I `.1 / I ,I I v , r r / 1 1 1 I I I ~ -ca. ~ r I ~ I ~ 1 ,r--~.~ ~ - f "STA.± 32+D8.6'i ~ i 1 \ vvv v~~_
RCP I I, I I . II I Aso' I 1 1 'I I II 1 i 1 , ~ ~ , I I /y' / 1 I i ~ ~ ~ -r I i + _ ~`v ~v l I 1 i I r 1 I~ `4i p,~,~ I I / - - ~ \ 1 l I I 1 \ \ i\ I I II , 1 I I I i ' I I I ~ yCR~ l! I Ir I 1 - _ ~ A 1 1 I 1 , 11 \ \ - - _ _

TEMPORARY SEDIMENT BASIN 100' BUFFER a FIFER j I! j I! j i r Mj t`"~JIV 1 ' If 1. UvN1H,0L i \
OWNER/DEVELOPER FOR HIGH DENSITY DEVELOPMENT ONLY QT DITCH SECTION DATE
- DITCH/SWALE I I I I ~ i ~ ~ I I -11 -4 1
TEMPORARY DIVERSION DITCH/BERM \ I I - \ SCALE: ARC'`
PERMANENT DIVERSION
DITCH/BERM ZONE 1 AN FENCE AN UNDISTURBED AREA OF VEGETATION THE OWNERS' ASSOCIATION SHALL BE RESPONSIBLE FOR - r - DATE:
3LE FOR )FF CONTROL / \ \
EXTENDING A MINIMUM OF 30 FEET MAINTAINING THE COMPLETED PERMANENT RUNOFF CONTROL FROM THE TOP OF BANK OR MEAN STRUCTURE AS DIRECTED BY THE GOVERNMENTAL OFFICE L OFFICE I PERM, OI k, PROJECT:
RIP-RAP HIGH WATER LEVEL OF OTHER WATER HAVING JURISDICTION FOR WATERSHED PROTECTION AND, ON AND, 1 Bp~M r - RVED OR 1 , \ \
BODIES. IF THE OWNERS ASSOCIATION SHOULD BE DISSOLVED OR SYNTHETIC DITCH LINING CEASE TO EXIST, THEN IN THAT EVENT ALL THE OWNERS OF RECORD AT THE TIME OF REQUIRED MAINTENANCE SHALL BE OWNERS OF E/C MATTIR DRAWN BY: ;E SHALL BE WATERSHED OVER Y DISTRICT: OAKDALE
JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL COSTS I ROCK CHECK DAM DIRECTOR OF PLANNING AND DEVELOPMENT DATE Not to Scale ATTENDANT THERETO. ALL COSTS GENERAL WATERSH AREA, VS-IV.
SHORTEST DISTANCE TO FLOODWAY>-20-0 FT
SHEET

/ ~ -i I / / / / / / ' 7
117 ) \ 0, _ / - _ ' , TEMP SED. BD A~1~3 -\I i ~ `I / / I / / / ~ i 00 i 1 / ' / /
- f DIST. AREA: 3.36 ac. 11621 I ' 175' ~ DRAIN. AREA: 3.36 ac. ; 11751 ~ / / / / / / / ~ / r. ~ / ' / 99 / / r
/ / - ~ /,Q2: 7s ifs 1 161 I I I / / I / r ~ r /
/ ST GE REQ.: 6048 cu.ft. / ST A~~ PROV.: 6048 cu.ft. I / / / r _ i / / /C r / - r
/ - ~ - URF.:AREA REO.: 3441 s .ft. B 1. EA PROV.: 4725 sq.ft. TEMP SED. BASIN C4 / S ~ i ; ~ / D1M. r ST. AREA. 200 ac. - " / ~ , ' ~ / ~ r / /
/ ~ DI , 1 . \ ~ ` / . _ TTOA~ _D1MIS.~ - -y r _ ~ DRAIN. AREA: 2.00 ac. - / / / DEPTH: 3;2 Q2: 4.7 cfs i I / i i, ~ i i / I i i / ' r' i / '
- _ Jr / ` ' , WEIR LEN. : 9.0' / r' ~ - - , 1 I STORAGE REQ.: 3600 cu.ft. \ 71, M i ' i i i / / A I i / / ' / / i'
/ , ~ . ~ FABRIG / ' ~ r ~ ~ / ~ STORAGE PROV.: 3650 cu.ft. I _ . i ' / = E) } ANNEL LINING. ~ / \ / / , ~ ~ ~ " - SURF. AREA REQ.: 2048 sq.ft. I \I %r r
1 t 1 I ~ Afp - SURF. AREA PROV.: ti042 sq.ft. 117 , V..\ ! 1 ~ / / l --~lG - TOP DIMS.: 39' X 78 , 4r i 174 i / i i ' / i ~yX i i ~ O r~ - ~~;L ~'r 'e•` / / i ! ~ / / i r , i '
/ ~ ~ 1'.k'..1 ~,0~. / i \ 1 / / / • Bch __-BOTTOM DIMS.: 2T X 66' M ~ ; / / , ~ / p / / / r r' /
I ~ / /`~P WEIR NGTH:\6.0' ` I / V / r.- - ,x ,
~ /
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BOTTOM DIMS.: f0.2 3 ~ ~ \ \ \ \ 1 I I r_-_ I I I ~ \ r -1--' ~ ' , ` , r ' ' + DEPTH: 13.2 \ \ \ \ ~ ) I , , , , , \ t , ~ t I i 1 / VV I ~ 1 ~ r ~ ~ ~v 1 1 , , 1 I.~ I / I / I I r v ~ ~I, v ~ \ v j v. tl ' ~ \ .
\ / \WEIRa LENGTH: `#.O' \ ~ ~ 118' \ P~ \ t\ 1 ~ I , I ~ ' ' X ~ ` \ gLORE R \ \ I I I , i' , 1 I \ \ ~ a , \ I ~ I / • / 1
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1 l 1 1 ss I , o \ REQ.: , .38 ft.. _ TORYIGE EQ1: im26 pu. l; A / ~ / 1 IIYP.) I 1 ~ ' ~ 1 1 1.., I f I I , ~ "~S ~PROV.: 777 ; 1 1` / , _ _ P I I ' t I r
ORAGE ROY.: 354 .ft. I 9~ f l/ ) - , , ~ , \ ~ ` I e , ! tr r t \ \ ~ ~ s ~ REQ.:' 419. 1 1 , S RF.IARE R 0.:156 s~.ft I f(. I Iti f I i i ! I I ' I v , e ' ~ _ A ~ ~ s9 , v , \ 6 , ? ~ ' SURF, P OV: 1 , \ \ 1 , - SURF. RE P OV. ) 58 sq~ft. I 1 1 ' / I 1 ~ , ~ fl _ ~ , ~ 22+ \ \ \ \T9P DI S: ` ~ , ' ~ 99• , L . , 1 V A V A I / / ~ / ,I ~ / _ ` 1 I I I 1 I I I .I~ ~I 1 1 I i / / . : ~ ' I 11 I I I I I I- I I~ ~ I
I b I D M v~,~3&' , TO DI S.: 23' X 11CC ( I I I l : 1 I . , , l7 00 ` , 1 `Y ~ 1 I / 1 j ~ - 1 ~ 5 \ \ \ . TTOM DII)S.: ~ X `24'' ; 1 DSO: ' , BO DIMS.: 110. 3$.2 ,1 I / 1 / / / , - 1 A A ~ ~ ~ _ V V I i I I I- I ~ I AIN . _ \ \ , \ I ~ I 1 i III I I
ID TH: 3.21 g ~ / ///i ~ ) 1 / r l ~ ,1 I , ~ I i ~ _ ~ \ \ , ; .3''. \ , mc• . , 1 I WVEII~ LENG 0' I I I I / I'--/ 1 ; / / \ \ \ \ ; , I- I I ~ _ ~ \ , WEIR. GiH: ~`0;, BSS;~i.21 ,1 I v v _ 1, 11 DI T. 11(IREA:;1.481ac. ' ~ / , , _ ~ 1 1 r r K: ~ / \ I I 1 ``~~1.2v 11 1 D N. ARE: 1.4$ 4C. ~ 1' I I li I i ' ~ - `v ~ v 1 i I I I I 1 I' ~ .r
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- I I ( I I I ) i I J / \ / r / \ - ~ ~ i \ lyl , , 1 I 1 `r~_ - \ ~ ~ ` 4 ~ \ , ; 1 1 ' ' . ! ? Si1RF.' AREw PppOV.:~\ 800 s .ft. \ 11 t i / ~ ~ 1 ~ \ \ 1 11 ~I_ . ~ II , ~ I ' i . 1- 1 1\ ~ ~ 1 1 1 I
'1 . 1 t TTp~pP DrMS, 30 J( 6Q \ 1 \ I 1 I ~ ' - - ^ , . 1 1 1 i I I I, r .I I ' , '~p I 1 I I \ 1. 1 t EUTTOgI DI $2.8 k\52.6~~`~ \ , 11 I / \ ` 1 1 11 I 1 1 I •A t A V A 1 I / i ~ \r l 1 I I I I I I I II--I I ' 1 , 11 ` DEkTH. 3.7 ~ ` \ II i / _ _ ~ ~ I'~ 1 1 , I I , I it I I W
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a I., v/ / / / 1 I I I I I I r ! I 1 r ~ ~ ~ A °.:~I'1' 1 ~ a i t / i i i i' / ~ 11 ~ I i i ' i I , r I ~ I I 1 V 1 / i ( r / .....,J t / ' / 1 I I~ I I i. 1' I I I: I..~, I 1. N~~
1) NO FlLL, BUIU)INGS OR STRUCTURES, EXCEPT FOR WATER DEPENDENT , / r , i 1 I I 1 ~ ~ ti, ~ . \ \ \j '1 STRUCTURES, GREENWAYS, U11UTY SUBSTATIONS, UTIURES, ROADS OR / ~ ~ r ~ , , r , I l 1 ~ ~ I 1 / / / ! / / ~ 1 / / ~ l 1 I I I I I I I i ~I ~ I I / ~ f I ~ 1
~ .-'t " ~ i OTHER RELATED PUBLIC IMPROVEMENTS, SHALL BE PLACED OR ~ , CONSTRUCTED WITHIN PROTECTED DRAINAGE AREAS AS FRONDED ~ i UMr ' / ~ ; ' 1 . = ~ >Q. 1~ . 1 ~ 1 , / I 1 ) l / / l / j / 11 I 1 I ~ II 1 I I I I 1' ~ I \i / I~ _I k Q ,O
IN TABLE 06-16-04. r ~ ~ - ` S 2) DRIVES, PARKING AREAS, OR OTHER IMPROVEMENTS SHALL ~ r \ - \ ~ rs r I ~`I``11 I ! ~ ~ i/ / ~ ! j i ri 1\ 1/0 j / f 1 1' j I I 1 I II'; - I, I 1 . , ~ ~ 1 W O
CONSTRUCTED NO CLOSER THAN TWO 2 FEET HORIZONTALLY FROM ' \ ` \ ~ _ . + ' THE i0P OF ANY BAq( SLOPE ALONG ANY OPEN WATERCOURSE 1. GROUNDCOVER SH - \ ` ` , ti ~ ~ I N 1 I v r . `a I / / i % / \ l i ~ v ~v ~ ' I i i ~ I I , i i ~ 111 . ' ~ ~ Q 1 1' ~ d ' ~ '-.J f i / ~iY I l / ' 1 i ' \ I I I I 1 I I h 1' . ' ' 1\. . ~ ' / - ~ W
PARKING AREAS AND ASSOgAIED DRIVES MAY BE CONSTRUCTED ALL BE PLACED ON EXPOSED SLOPES --ems D , , , \ 1..1 , L 1~ l•. / / , 1 1 I 1 I 1 ~ '1 'ly ; I I / ~ `y' / / i j \ II 1' I I 1. % I I ~ II- 1'
OVER ENaosED suesuRFacE oRalNS. WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF ~ BeRM \ \ \ _ ~ 1~ , . , ; 3) IT SI1Al1 BE THE OWNER'S RESPONSBIUIY TO MAINTAIN ALL ANY PHASE OF GRADING, PERMANENT GROUND COVER ` , t 1 , \ ? 1 ' I / r
WATERCOURSES ON PRIVATE PROPERLY WHETHER ENCLOSED AS FOR ALL DISTURBED AREAS SHALL BE PLA ~~/C MAT11N , ~ ..1 ~ . , CED ON ALL \ _ _ , 1 ,r. suesuRFACE ataNS oR REMawNC As OPEN CHANNELS DISTURBED AREAS WITHIN 15 WORKING DAYS OR 60 CALENDAR \ \ - _ ~ ~ ; . .1~ ~ 1 ~ ~ I ~ ~ Iv 1 I I l i J / / 1 lv/'- j END PNA9(= 7 I I ~ ; I I ~ I 1 ~ v 1 ~ 1 I ~ ~ O --i - 1 1 11~'I~ ~ R I I I I 1 / / I ''i I 1 i 1. ~1'\.
DAYS (WHICHEVER IS SHORTER) FOLLOWING THE COMPLETION ~ 1 ~ \ ` ' ` 'rr` ' 1 s t ril ~ I I 1 ( / ~ ~ PAVEMENT\ ~ ~ 1 I i ~ ~ , I 1 i 1 ~ s •1.11. 'r t I i\ I ( r i , STA.: 1+00\ I I I I I I I I 1 1~ 1. \ I ~'\.11~'+ 1''s 14 \I I i / 11 / / / / ~ ~i' `\i I i I 1 1 11 11 ~ `Ii Q .1 \ ..j. ~ -z W s / /
OF CONSTRUCTION OF DEVELOPMENT. , . ARp~ ` , \ , , ~ ~ i i \I ' r r i l i i ~ ~ \ I i i '1 1 ' 1 P ZI \ O ~1 I 4 1 / / . / . I I 1 \ ~ I. ~ ~ ~ C \ Ij `'~11 1 l 1 1 I I , / l/ ' / / I 'I / i _ \ I I II 1 1\ 1\ \ \`\\i\ tn. y\ \ J \ / n
2. NO LAND-DISTURBING ACTIVITIES SHALL BE PERMITTED IN \ 1 t~ DRAIN. ARC: 1.19 oc. \ \ c \ ` 1 ~~`~'t PROXIMITY TO A LAKE OR NATURAL WATERCOURSE UNLESS ~ OF STREAM Q2: 28 cfs - \ ~ , 1 I I 1 r / _ \ ~~~`i i.~ ~ I l / / I /I r--~--. ~ III I I I~AI\ \ \ '1 ` ',.+rN\~'! ° / vJ ~r ~
STORAGE REQ.: 2142 a.ft. a \ \ ~,`,,I, A BUFFER ZONE IS PROVIDED ALONG THE MARGIN ON THE STORAGE PROV» 2160 cu.R a \ \ ~ . \ ~ \ ~ \ 1~ 1 . 1 ' / I I I I I I I / ' : i r \ ~ O \ \ \ ' , /y , \ \ 1, ~ , ,1'. j \ \ ~ ..11\ 1 ~ 1 1. I. I 1 1~~ \ / / / / / I L 1 1 1 ~ \ \ \ \ \ ~1 11 . ~ ~ V 1 \ ~ ` I I ~ I i I ~ ~ I / n / / 1 \ ` \ \ ` '48~ CPP TEMP. \ \ ~ t , > z O
WATERBODY OF SUFFICIENT WIDTH TO CONFlNE VISIBLE TOP OF BANK SURF. AREA ~p,,• 1 R ~ ~ ` . _ _ - SURF. AREA OV.: ~60D~R. \ \ ~ \ \ . A PERMANENT EASEMENT CONVEYED TO 1HE qTY OF HIGH POINT IN WHICH NO STRUCTURE SILTATION WITHIN TWENTY-FlVE PERCENT OF THE BUFFER p[~ ~ . \ , _ ~ . ' 1 1 1 I I ' / / ' \ , \ ~ \ SCOPE DRAIN \ \ \ , > - ~ .
OR LAN TOP DIMS.: 30' X 80 , ~ ~ . D DISTURBING ACTINTIES ARE ALLOWED. THE NATURAL GROUND COVER AND THE ZONE NEAREST THE LAND-DISTURBING ACTIVITY. BorroM DIMS: 18' X 4Q; ~ \ \ ` NATURAL TREE CANOPY MUST BE PRESERVED WITH THE FOLLOWING EX~PiIONS, WHICH ARE DEPTH: 3 \ \ \ \ t \ \ \ s . ~ ..s s ~ 1 I g ' / ~9+0 , / 1\ ~ A A: 19 ~C. ~ \ 1 \ " r \ . ~ 1. I ' I I I I / \ \ ~ .AEA: ].19 C. \ \ \ ? ` ~ ' ~ z
MI D ONLY AFTER ISSUANCE OF A PERMIT BY 1HE DEPARTMENT OF WATER AND \ \ \ ` \ \ \ \ ,WEIR LENGTH: 5.0 \ \ \ \ , , . . ) ~ 1' ' 1 ~ \ .1 'I ..I . I ~ . I' I I I I r/ / r f' I 2: \ \ \ \ 14 1 ~ 1 . ~ i'~ / ~Y}
SEWER U1IUTIES (REFER TO SU85ECTION 9-3-3 (F)).: ~ ~ \ ~ \ \ \ \ ' \ \II i~ t ' ~ ~ . i ' I i I i 1 i i i ss.- ` > _ \ A~ R 42 Cp.ft.\ \ \ ~ ~ ~ ~ r \ \ 1\ \ ..1 'I I.. 1 r I I 1 i I 1 r - / / m 3p \ S AGE\ PR0~4: dl.ft \ \ \ r O ~ O I i \ \ \ \ 11,1 I I 'I.. I I ~~I- ( I f / / / r 0 \ \ SU AREA Ri~p,, 1 ft.~\ I J
1 THE CUTTING ~ E/C MATIING,\ A \ ,1 . OR TRIMMING OF OVERCROWDED TREES IS ALLOWED PRONDED THAT NO TREE IN EXCESS { ` ~ , , \ \ \ OF THREE (3) INCHES IN DIAMETER AS MEASURED 12 INCHES OR LESS FROM THE GROUND ARE REMOVED. , , a ~ , \ 1 \ \ \ \ \ \ \ \ 1. I I I I 1 I I I I I , I I / ' SURF`> ARE PR6K: s ft. \ \ ft' z OI 1 d \ I 1 ~I. . .I. I 1 I ~ NF7VNR I 1 1 \ \ ' . 1\ 1 . 1 .I I' ' I I I I I ' I 1 i i ' - ' r ~c---_.~ 1 \ \ TOP D711S.:~0 X ~ \ \ \ . . /
~ \ r y ~ ~ I'1 , , 2) PUBLIC URUTIES CAN BE CONSTRUCTED AND MAINTAINED BY THE q1Y OF HIGH POINT OR ITS DESIGNEE. I ~ , , \ , 'y _ 1 \ \ , , \ . 11, I ' 1' ~ , I ~ ! ~ II ~ I Y PRGI . \ ~ ~ / ! O \ 1 \ s . I I .I f I - J ~ \ \ OTTOM'\DIMSs\ 24 .\54' \ \ \ ( O 1 I , 1 . \ I. i I I a i LG~•)' I ~ / (+00 P. \ ft1: 3,0' \ \ ~ \ ~ O O W
3) SOIL EROSION AND SEDIMENTATION CONTROL STRUCNRES CAN BE CONSTRUCTED AND MAINTAINED BY ~ \ ~ 1 ~ a V ,y `I , . 1 ~ ,DI THE DEVELOPER OF THE PROPERLY, SUBJECT TO APPROVAL OF A GRADING PERMIT BY THE DEPARTMENT ZONE 2 r ~ A ` \ y " ~ RAT. '\'1 1; \ . L . I i i'." .1 I I I t ~ I , / 1 \ LEND 5. ~ ` \ \ ` \ ~ vI 1 i V ~ vDI '(1R A: 1 ~ a i, ~ i I . 1 I ,I I i I i I ^v : S ~ `I v ~ ~ .v ~ v .v ~ V v~ ~ W y \ 1 \ . Rl~l .I AIfEA..I ~ 55 c. l ~ , I , I 1./ ~ Ew ~ 1 \ \ \ \ \ ~ ' .
OF CENTRAL ENGINEERING. UNDISTURBED AREA OF VEGETATION I ` ` ~ ` \ ` \ 4) NORMAL MAINTENANCE BY MECHANICAL MEANS IS ALLOWED FOR THE REMOVAL OF DEAD, DISEASED, BEGINNING AT THE OUTER I \ k - 1 $ V ~ . ! ~ f - 1 I I ~ I I ! : I 1 '1 f / ~ Jlp ` ~ LL I ~ 1 - P _ \ ~ \ \ ` .~1 C16. I ( 4 I r i I I I I I 1 l I 1 ~ A( O \ \ \ \ \ \ \ \
POISONOUS OR NOXIOUS VEGETATION AND PESTS HARMFUL TO HEALTH. EDGE OF ~ ` ,1 - t 1 \ ZONE 1 AND EXTENDING LANDWARD A ~ \ , ' 1 p; 1 \ \ 1 \ .I I I I I A , , 1 - ~ ` ~ a`c 01 ~32+00 \ 1 \ \ \ Q 1 15 R Q.L ,~7~ ~u.ftj. I I I ~ I r I 1 a ( I / / \ O 1 1 I R V.:`,YI{081 QJ I I I I I i 1 , , / , O
5) MECHANICAL MOW1NG OF URUTIES AREAS IS ALLOWED TO CONTROL GROWTH. ~ MINIMUM OF 20 FEET. EXCEPTIONS , \ ~ , 1 \ \ O 1 1 \ ~A O.:IIp . t r I i it I ~ r I r.- / / _ \ ~ \ \ 33eF001, 1 ' j1 'I I I I r', ; \ - \ \ iV; 1 I I 1 ~ OV,I ~ 800 I I I I I i r a l r~ A( , - -
MUST BE APPROVED NY THE ' \ \ 1 1 ' 1 17C WATERSHED REVIEW COMMITEE WRC ~ 1 1 ` 1 1 1 1 1 DI 5.:y1 30 . X~ Q ~I I I~ t I I I ~;y l p' I J 11 /~~_,e_~~ 1 v v v
( ) 1 , PER SEC. 9-7-6(d)(3)b. , ~ `1 1 R. V , , 1 1 1 1 ~ .I. 1 1 I ~ I I I I I l 11 / l~ 1 \ \ , \ ~J \ 1 11 1 1 R. \ GTN: :A/ I i I 1 I 1 ~ 1 ~ ~ 'l1 / / ~ - ~ \ ~ ~ -
I , \ ~ . ~ , 1 ACCEPT THIS SUBMISSION , ~ 1 , 1 f I 1 .II. I 1''1.1. It ~ ~ I ~ I I' l I I l ~ ! \ ` ' ` ..._Y\_.. O \ 1 I I .1 ~1~ \.I.\ .I. I 'I~ 1 / / / I ( ~ 1 r l / I - I ` \ \ _1__
LEGEND AS MY PLAN OF DEVELOPMENT AND AGREE TO INSTALL ALL REQUIRED I 1, 1 ' i i ' i ~_',I',ill~ll~ IMPROVEMENTS AND COMPLY WITH THE CONDITIONS OF APPROVAL `1 j r 1 , I , i I I ~ I. I r r 1 II I I l - I I ~ i I I 1 \ \ _ } a'fi~l' ( , r , I ~ II I I r/ " / , Il 1 - EI~Q PFIASE R 1 1\ 1
RCP I l I I li i 1 I I i 1 1 I. i' ~ I~' I. ~ 1 1 ~ l I I( I ) I' 1 i / ' y PAVFME~ \ v 11 v 1v 1 v v I I II I 1 11 ~ I I I. .I. I, t~ I I I j / ( / l / 1 I ` ` I I I I I l I I / ~ - 1 STA.~I 32#08.81 I j I \ \ ` \ `.T; t I I I I 7~ 1. ~ I 1 l l I / 1 i v h 1_ I I ; I v V v ~
TEMPORARY Iso' 3D' 30'.;20` ` SEDIMENT BASIN - v 1v i I i Il 1( 1 1 I ! I ~l' 1 / , I , I / ~ 1~ v y , I i_._ i - V vv ` ~ I t I ~ I I i 1 I' ficti r r f I ( / ,
loo' t _ OWNER/DEVELOPER FOR HIGH DENSITY DEVELOPMENT ONLY I 1 1 1 1 I I I r ( , / 1 I 1 -./i 1 1 I 1\ v V' - 1 1 ~I I I ~ I II 11v / - v 1, I \ ERGSION CONTR~~
OO DITCH SECTION DATE ` 1 ; 1 , , , , ; ~ it \ \ , '1 , \
DITCH/SWALE I ~ / 1 \
~ ,...:...._,I. TCIIDltDnDV nnrrnc\nu I I I \ _ \
6L-mu- VUNr%rN UIVCRAIVIV DITCH/BERM
PERMANENT DIVERSION I I ' 'RpEn SCALE:
DITCH/BERM
SILT FENCE ZONE AN UNDISTURBED AREA OF VEGETA11ON THE OWNERS' ASSOCIATION SHALL BE RESPONSIBLE FOI DATE: ILL BE RESPONSIBLE FOR I %
EXTENDING A MINIMUM OF 30 FEET MAINTAINING THE COMPLETED PERMANENT RUNOFF COI 1 i ' \ PERMANENT RUNOFF CONTROL
RIP-RAP FROM THE TOP OF BANK OR MEAN STRUCTURE AS DIRECTED BY THE GOVERNMENTAL OFFX HAVING THE JURISDICTION FOR WATERSHED PROTECTION ANI HIGH WATER LEVEL OF OTHER WATER IF IF iE GOVERNMENTAL OFFICE / / \ 72SHED PROTECTION AND, I ARM. Div; ; BEM PROJECT.
THE OWNERS ASSOCIATION SHOULD BE DISSOLVED i SYNTHETIC DITCH LINING BODIES. CEASE TO EXIST THEN IN THAT EVENT ALL THE OWNEf 1 \ SHOULD BE DISSOLVED OR \ ' EVENT ALL THE OWNERS OF E/C MATTIRR
RECORD AT THE TIME OF REQUIRED MAINTENANCE SHAI ROCK CHECK DAM DIRECTOR OF PLANNING AND DEVELOPMENT JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL CO RED MAINTENANCE SHALL BE \ DRAWN BY; WATERSHED OVER Y DISTRiCT: OAKDALE _
DATE ATTENDANT THERETO. Not to Scale \ i FOR ANY AND ALL COSTS GENERAL WATERSH AREA, 'WS-IV. \
SHORTEST DISTANCE TO FLOODWAY:-2040 FT
- SHEET

I , ~ ~ r' l i / i i I ` I' i
' - ; ~ I _ 11701 r / r / /
\I
DIST. AREA. 3.36 ac. I 117 ' / 1162, I 5, / ~ DRAIN. AREA: 3.36 ac. _ ` " _ , _ , 111)5, / r r / ~ ~ I ~ ~ - -
_ / ,Q2: 7.9 cfs i `I I I ~e;°= ' ST AGE REQ.: 6048 cu.ft. 161; l l 1 X v I~ / r / r
/ ~ ST A~~ PROV.: 6048 cu.ft. / . ` f ~ f RF.:AAAREA REQ.: 3441 sq.ft. I
f EA PROV.: 4725 s ft s ~ / / lU~, S q• TEMP SED. BASIN ,Y4
r r~. TfOM DIMS.: ~ DIST. AREA: 2.00 ac. / ~ - DRAIN. AREA: 2.OD ac. I /J.` ~ ~D6RtFlI.3:2' r Q2: 4.7 cfs 1
~ ~ WEIR LEN. 9.0' / r' - STORAGE REQ.: 3600 cu.ft. l 171; I s i RIP .l~~ID. / r/ r ~ l i i - ~ ' / r / r r ~ / r r / / , I ~ ~ r / r r r - i' ~ i i i / / / \ I ' ~ r' ~ / j / ~ / ~ i /
/ / ~ FA9RIC ! \ ~ ~ / STORAGE PROV.: 3650 cu.ft. ` I . ~ / ' I '1 ANNE6 LINING. / J \ / / , ~ ~ - - SURF. AREA REQ.: 2048 sq.ft. I ; / . ' ! 1 / ~ ~ I ~11P - ` SURF. AREA P~20V.: ~T042 sq.ft. I i 1 r , r' ' / / / ~ i O ~ ~ , i/ r r i / i/ rr
~ l , ~ ~ \ 1 l - - ~G TOP DIMS.: 39 X 78 , 74 . \
/ 1ST' / j ~ \ , / e , , - ~ eorroM DIMS.: 27\ x ss' ~ r I / r i i/ r' / / i i / / / i fi r /
~ I 1 I /`~A WEIR L~NG1H:\6.0' ` I / I ~ /ti ~ ~ I r r ~ I r i/' r r / '
_ ~ _ ` I \ k \ \ 1 I r ~ i' I ~ I / / 18 P TEMP. A _ ~v v r I ' / / / r / r r / / / / ~ / r r , ~ r ~ , ~ r , /
f. 8" CPP TEMP. / / - ~ / ~ 117 I / ~ ~ \ I ' I \ SLOP {RAIN \ \ ' ~ a ( LOPE AIN ' / ~ \ ~ I + \ \ ' \ ~ N / I , r7~\ l r
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_ ` u + !rI i ~ i + 1 i / 2 v\ ,\x,\\1.1. ~ ~v. ~1 .ILILI , 1 E i `f~ I i i l r / ~ / / / `I ~ I I 1 i i ' i I I 1 i / r I ~ t . I~ --J I- ~ 11 II 1 i ;l i I r r' ~ / / 1 1 1 ! 1 i I I 1 I~ I ~ I. I L-
1) NO FlLL, BUILDINGS OR STRUCTURES, EXCEPT FOR WATER DEPENDENT % / + ~ / 1. ' i ~ a ~ i / ~ , 1 V 1 ' v I -''/fin.,., \ ~ ~ `\J•. STRUCTURES, GREENWAYS, U11LITY SUBSTATIONS, UTILITIES, ROADS OR / ~ / I 1\r , '1 ' 1 ~ r / _ / r I / / i 1 1 I / I ( I , I I. I ~ I' O O ~ ' _ r 'v/v.~ .t- I. 1 r~ r j, r r r / / r 1 I 11 1 I r I I 1- I'I. -
1 \ OTHER RELATED PUBLIC IMPROVEMENTS, SHALL BE PLACED OR 1$ r , 1 1 0 I ~ 1 1 i 1 lam- ~ ' ' r CONSTRUCTED-WITHIN PROTECTED DRAINAGE AREAS AS PROVIDED ' J ~eq UMI r / \ ~ 11 + ~ , ~1 i i I ~ II J`,ti ~ i'/ r / r 5, i i r r r - 1 , I 1 I I 1' r 1 ~ I 1~ I~ i I. LL ~ ~I -0` ~ 1 I k , _ ~ , , , r / / , / 1 I I I I , I I ~ ~v~ rl. ! i`~ f / ~ 'r~ ' ii % , l ~ - % 1 i i I I I j r I , I I I''~~ I ~ ~ ~ Q O
BLE O6 i6 04. r T$ : ~ ' a 2) DRIVES, PARKING AREAS, OR OTHER IMPROVEMENTS SHALL BE \ ` ; , \ t / y 1 o ! I I I I ~_.I a ; 1 , ~r , ~ / ~ ` to ;1 I I 1 I 1 ~ w 1 I.; OO.~, I t i r' r 'x. / ''N 1 I I I I I 1 i ~I~;.~~~~ ~ O
CONSTRUCTED NO CLOSER THAN TWO (2) FEET HORIZONTALLY FROM \ \ \ . \ 1HE TOP OF ANY BACK SLOPE ALONG ANY OPEN WATERCOURSE. / \ 1 / I I 1 I I I I 1 I. .I. 1 .r.. z V l 7~~ I / i i I I l 1 r i 11 I I I 1 r 1 I 1) 1~ r LL i ~l
1. GROUNDCOVER SHALL BE PLACED ON EXPOSED SLOPES % ` ~ _ ~ ` PARKING AREAS AND ASSOCIATED DRIVES MAY BE CONSTRUCTED E~j~ ~ , , . \ i + \ .11 ~ I ~ 1 1 / , / i l I / ~ 1 i I: I I r.- j ! I i 1.~ ,''1,,' v
ovFR ENCLDSED suesuRFACE DRAINS. WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF v. ` ~ _ 3 IT ANY PHASE OF BERM \ i~ . 1..1 11 \ , SHALL BE THE ONNER'S RESPONSIBILITY TO LIAINTAIN ALL GRADING, PERMANENT GROUND COVER 1 \ _ . \ ` 1 1 \ ,t` 1' I I ~ I ( r / 1 / r / I I 1 I 1 r + I t 1 1. r ~ f\ / / / / . \ I ~ 1 1 ~ \ 1 1~~ r I,: I ~ I r ~ / / I ! / 1 I I I j i I 1 I
WATERCOURSES ON PRIVATE PR ` _ ' , 1 OPERTY WHETHER ENCLOSED AS FOR ALL DISTURBED AREAS SHALL BE PLACED ON ALL ~~C MAITTN~ , ~ - \ . , . \ + . ~ . I f~ suesuRFACE DRAINS oR REMNNINC as OPEN cHANNas. DISTURBED AREAS WITHIN 15 WORKING DAYS OR s0 CALENDAR \ \ - ! .1 ~ ' ~ I, 1' 1 , . is 1 r / / END PHASE 7 ~ I I 1 I I I ' ` I r 1 / ~ ~ Z , ~ .1 I I~ ~ ~I. ''7 ~ I I I I 1 1 I / / ~ ' PAVEMENTI I I I I I I I I \ I. ~1. 1. ~ ,
DAYS WHI - ~ ~ ~+.~'~~~I\., ( CHEVER IS SHORTER) FOLLOWING THE COMPLETION 1 - , ~ .,.+1 1' '1 ~ ~ II . ~ ~ F ~ I ! I 1 / / / ii }mil 1 I / I I I ~ I 1 1 1 1 ~ . / ~ O ~ ~ , \ \ 'Ili . 'r i i\ I 0 1~ ~1 r i ,I' / STA.: 11001 1' i ~ I I I I I I I, t ` ~I I , 'V ~ ~ .I \ ~ ~ 1 . ~ 1 ( I~ V ( 1 I / / / / ~ ~ / ~ ~ ` - 1 ' I I 1 1 , I V 1 .lN ~ . A' ~ Z ~ ~ a. r ~ r .I / \ / / I : ~ ~ ~ li I I I I 1 1 1 \ I Q, L
OF CONSTRUCTION OF DEVELOPMENT. ~
2. NO LAND-DISTURBING ACTIVITIES SHALL BE PERMITTED IN DRAIN. ARC; 1.19 ac. \ , \ \ PROXIMITY TO A LAKE OR NATURAL WATERCOURSE UNLESS ~ OF STREAM Q2: 2.8 cfs \ ~ \ \ \~I.l ~1 1--1. 11 1 I I I / l/ ' I 1 , I I I 1 1 1 1.1 t' L ~ ~ \ \ . ~ . ~ . i ~ 1 1. I , 1 \1 ' i ~ ~ ~ / / I I I I I "+~1 1 1 1 I , N.11 ~ ~ , I l I f 1 f`. - f`. I I 1- I I I~'` / - 'LrG 1 1 1 ''0/ 1 1' 1 F- (Y z
STORAGE REQ.: 2142 a.ft. ~ \ \ > I• - A BUFFER ZONE IS PROVIDED ALONG THE MARGIN ON THE STORAGE PROV.: 2160 a.R ~ ~ t 1 l' 1. 1' , I I I I I 1 , i ' / I: i 0\\ \ \ 1 V 1 \ \ 1 1 .1 LL ` ~ \ \ f t ~ t I. II. I I I I r % A i / j L \ \ , \ , \ t\ \ i~' 1 1 ! L z
WATERBODY OF SUFFlCIENT WIDTH TO CONFINE VISIBLE TOP OF BANK SURF. AREA • i tt \ \ + ~q\I SILTATION WITHIN TWENTY-FlVE PERCENT OF SURF. AREA ~ \ , A PERMANENT EASEMENT CONVEYED TO THE CITY OF HIGH POINT IN WHICH NO STRUCTURE - THE BUFFER TOP DIMS.: X ~ \ \ \ . ~~yP _ ~ . ` 1 . I I I I I m• I ~ + 1 \ \ ~ '48' CPP TEMP. ! O ` \ }aLl ~ ~I' I I I I I I / ri i ' / ' \w ` tt \ 11 t ~ 1 `I' ''1 . ~lr ~ ~I \ \ \ . ~ r i ' , .I I r I I I I I ~ , ~ / .-'4-f-_-_ \ \ \ ' ~P) ~ SCOPE DRAIN 'i ` < I \
OR LAND DISTURBING ACTIVITIES ARE ALLOWED. THE NATURAL GROUND COVER AND THE ZONE NEAREST THE LAND DISTURBING ACTIVITY. BOTTOM DIMS.: 113' x 4$~ ~ \ \ . NATURAL TREE CANOPY MUST BE PRESERVED WITH THE FOLLOWING EXCEPTIONS, WHICH ARE e---.r.__ DEPTH: 3 \ \ \ \ \ 1` . ~t , . ~ 1 ' I. { I. + i I i i I I \ r ~ `jam` ` DI T ~ ~ t t - ' ' / O \ \ ~ t t . , ~ c fit. J I I I , ~ ¢9+ < / I \ g,. A A: .19 t~C. ~ \ \ \ ' \ ~t N 1 \ ~ . tt ' ' 1 ~ \ . y r . I. I ~ I I I j I I ~ 1 \r/ / ~ r . -J ~ 1 \ DRA EA:~ .19 l~C. ` \ , , ~ ' ~ ~ ~ z LL
PERMITTED ONLY AFTER ISSUANCE OF A PERMIT BY THE DEPARTMENT OF WATER ANO ! - - / WEIR LENGTH: 5.0 \ \ \ \ \ ' SEWER UTILITIES (REFER TO SUBSECTION 9-3-3 (F)).: ~ ~ ~ ~ \ , \ , \ , t \ ' a ~1 . I ' , I . 1 I I 9 ~ ~ : ~ ~ ~ \ . 1 r ~ i O
~ \ v V ~ I E7C MATTING ~ ~ ~ vv V vv `v A vv vv `i ` \ \ ~ \ ~ ~ ~ \ \I I' I ~ ~ I ~ I , I 1 I 1 r ,r r,..__ \ ~ \ ~ ORA R 42 .ft.`. ` \ .1 - \ ~ . ~ r~ ~ f \ \ 1 't\ \p 'I I . , t ' ' I.. I I I I I I i l 'r, i ~ \ `I S A~ PR ~ ~ ` \ , `U i I \ t , \ I h l . I F ..I I 1 , I 1 / 30 ~ \ 1 \ 01(:2 O di.ft.. \ O ~ Z t 1 \ \ t I I I t I , / , i r SU ARE/1 RpEQ: 1 k. \ \ ' + ra-
t) THE CUTTING OR TRIMMING OF OVERCROWDED TREES IS ALLOWED PROVIDED THAT NO TREE IN EXCESS v \ \ , , , \ , \ , , OF THREE (3) INCHES IN DIAMETER AS MEASURED 12 INCHES OR LESS FROM THE GROUND ARE REMOVED. / , j \ \ , \ \ \ ` \ , \ A \ I. I I I I I I ! I I 1 I I ~/'n ` / T'~ / ' S' 1 \ \ SURF. AR P OK: ft. \ ` z ~ ~ t \ t . '\e 1 . i I' i i i l i I ~ N R / I, - \I \ \ \ ` /
r O \ ~ _1 , 'a ' ' I` 2) PUBLIC UT1LI11ES CAN BE CONSTRUCTED AND MAINTAINED 8Y THE CITY OF HIGH POINT OR ITS DESIGNEE. , , , , , \ , 1 1 \ 1 I . I 1 I, I I I \ . ~i _ \ ,TOP D~IS.. X \ \ , \ \ . \ ' - - 1 `\I I` li , 1. 1, 11, I t. 'I i', I I I I ~ PRO . , r ~ _ ~'.i \ TTOI~f DIMS.x 24~ \54~ \ \ \ ' O Z t ~1 ,1 , 1 . ~ \ 1 , ' I . I 1 I I I I I r I I . 3} . ` . . \ \ ` \ ` 1 1 r 1. 1, I ) I; 1 I t I I I / .''ems +00 ~I 1 TH: J.O~ v v \ , t \ V V) W
3) SOIL ER09DN AND SEDIMENTATION CONTROL STRUCNRES CAN BE CONSTRUCTED AND MAINTAINED BY ~ ~ \ ~ \ THE DEVELOPER OF THE PROPERTY, SUBJECT TO APPROVAL OF A GRADING PERMIT BY THE DEPARTMENT ONE 2 a \ , \ ' \ , 1\ 1 , ; IL , ~ i ; „ 1 ; I I I 1 / ~ENa~I. 5. ~ \ ~ ~ ` 1 ,DI T ~p A:. 1 f, a2 ' , . I 1 I I 1 -i 5~ \ . . \ ~ W 1"' Y T'~ ~I. I , I I I 1 I ~ 1 1 / ~ , \ . . \ . \ \ . \ . \ - ~ LL
OF CENTRAL ENGINEERING. r Q_ 4) NORMAL MAINTENANCE BY MECHANICAL MEANS I UNDISTURBED AREA OF VEGETATION ~ \ ~\\__+1 1 !~1 1 1\:, R S ALLOWED FOR THE REMOVAL OF DEAD, DISEASED, BEGINNING AT THE OUTER EDGE OF \ ~I i \ \ 5'L' '1 1 1 RAI~ .\~A1~A:.r~'~5 r I I I 1 1 I 11 f / 1 t< S1o , I ~ \ t \ , ! 1 \ 5 Pc.l I f I I , I , p ~ 1 / FwA a \ , \ t , 1 \ \1 .~,.CfB ~ I , . ..I - I I , I i ' I , I I ril~ l , 1 , - ~K y\ ~ o, \ T?+ \ _ . . , , \ .
POISOPlOUS OR NOXIOUS VEGETATION AND PESTS HARMFUL TO HEALTH. \ \ 1 , \ ~ ZONE 1 AND EXTENDING LANDWARD A ~ 1 ,1 \ vI ~ \ 1 115 R Qs .760 ~u.f~. ~ ; I I r _~I , I I /I , / I 1 P 1 , 6 DV. ~0$I CU' I i~ .,I f I_i ~1 I \ . ,p, I ~ 1 , 3 +d~ ~ U / ~ ` 1 \ 4 1 I j
5) MECHANICAL MOWING OF UTILITIES AREAS IS ALLOWED TO CONTROL GROWTH. \ \ MINIMUM OF 20 FEET. EXCEPTIONS 1 , + 1 1 1 `1 `1 F. ` 'tA EQaIA I (I I ~ II I I 1 I jl I/ ~ 1 ' . _ ~ ss \ ` \ ` 3~I~F00`I 1 11 ` \ \ \ ` `I 1 1 R ' RdVrl I~OO IS I I 1 I ~ i 1 !r ~ 1 ~ ~ ~ - t ~I; -
MUST BE APPROVED NY THE \ \ 1 1 11 , ~ , 1 1 11 11 ,1 1 I +DI S.:i 30 X Q. I. I' i i I ~ i I, I r , i l ~ 1 1 ~ / / ' , , , T1AM Dl. 3. 5 .2 ~ 1 I I I I / ~ r ~ \ 1 1 , 1 l .1. 1 I I r ~ I I / `V ` 1 1 - \1 t ~/~r~
WATERSHED REVIEW COMMITEE (WRC) _ 1 '1 i +1 1 PER SEC. 9-7-6(d)(3)b• / 1 \ ~M• \ t 1 ' 1` , ,1 1 1 1 1 ~13.9~. - I I I I I I r r I . r / . \ \ t , 1 \ t LL ~ ~ ~ ( 1 11 11 I 1 R. OTH: ~ I. ~I' j. I I ~ ~ ~ I I j I Ir j l - 1 ~ \ , , \ t _
l I V. ~ ' 1 , ACCEPT THIS SUBMISSION , , _ j , .I ;~N 11 1 1 1 1 I' ~ 1~ I I ~ I I I 1 I I I I r l~ l ~ . - ...__x_--- ` V y1~ 1 1 . I _ II 1 / I ~ ~ I. . I ~ ~ I f I f I r r ~ / ! ; ` -t.... \ , \ W 1 Alf I 1. V , A I , ~ 1 , ~l , I , / , , , 1 , 1~ ` , ~ t -i, '-t' ,t , ,
_ LEGEND AS MY PLAN OF DEVELOPMENT AND AGREE TO INSTALL ALL REQUIRED ~ , 1 '1 I 1 I - IMPROVEMENTS AND COMPLY MATH THE CONDITIONS OF APPROVAL 1 ~ ' I ~ ' I I I I 1 'I~.1.- I I.~ ~ I I i I I I 1 \ \ ..I ~ ti~' i / r , ~ ' / l 1 I i ~ ~ ' EI~F~ PHkSE $ ` ,1 t \ \ \
1 ' 1 ' RCP ~ 1 ~ ~ ~ ~ I II II 11 I I. ~ I - 1 I ~ r I 1 I ) f I ~ / / j I ~ I ~ _ A PAVFMENI A \I 11 11 1V A V v ~l , I I I I I i I i I1 i I .I e?- I I , i / i I Ir ~ i l I F\ STA.?~ 32+08.6 I II I \ \ •
TEMPORARY SEDIMENT BASIN _ '2D' 39~ 130 l , I 1 I I 1 I I. , r r l / % . 1 \ ` _,1- I - i ~ 1 \ \ \ 1 1 I III II 1 i I!. + ~V tl1' r r i I / ` I I 1 1 I I I 1 ( I a~/.~ , I I I ~ i \ \ 1 1 I I \ \ ` \ I I r 1 1 I I I I "T I 1 / l I I / t~ ( ` , 1 1 ' I I I 11 \ \
LQ9' HllEEE@ I OWNER/DEVELOPER FOR HIGH DENSITY DEVELOPiE1~T ONLY I r -r i rr I' I i i i i M , / f 11 r ~ / t 1 , 1 I 1 I ` ` ` _ p - I I I I I I A ~ r ( r r . i 11 V ~ 1 I v \ ~IA~~'~!1 Is IJN IIV VL
O DITCH SECTION DATE r' t I I ( I 1 1 I r / / I `I.
DITCH/SWALE v I 11 I ~ ~ 1 I I i vv PLAN ' t I I I I
TCAIOl1DnDV nn,rocln~l i
DITCH/BERM .L
PERMANENT DIVERSION SCALE:
DITCH/BERM
ZONE i - SILT FENCE AN UNDISTURBED AREA OF VEGETATION THE OWNERS' ASSOCIATION SHALL BE RESPONSIBLE SHALL BE RESPONSIBLE FOR ATE:
EXTENDING A MINIMUM OF 30 FEET MAINTAINING THE COMPLETED PERMANENT RUNOFF D PERMANENT RUNOFF CONTROL 1 i \ \
dew RIP-RAP FROM THE TOP OF BANK OR MEAN STRUCTURE AS DIRECTED BY THE GOVERNMENTAL HIGH WATER LEVEL OF OTHER WATER HAVING JURISDICTION FOR WATERSHED PROTECTION Y THE GOVERNMENTAL OFFICE /p I / ; TION I FRM• D PROJECT; NATERSHED PROTEC IV •i
BODIES. IF THE OWNERS ASSOCIATION SHOULD BE DISSOLV SYNTHETIC DITCH LINING CEASE TO EXIST, THEN IN THAT EVENT ALL THE OV N SHOULD BE DISSOLVED OR NAT EVENT ALL THE OWNERS OF Mnrn I
RECORD AT THE TIME OF REQUIRED MAINTENANCE ! ROCK CHECK DAM DIRECTOR OF PLANNING AND DEVELOPMENT DATE JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL E/c EOUIRED MAINTENANCE SHALL BE \ " BY: WATERSHED OVER Y DISTRICT- OAKDALE
Not to Scale ATTENDANT THERETO. 4BLE FOR ANY AND ALL COSTS rtc~ DRAWN - ' GENERAL WATERSH AREA, )V$-IV.
SHORTEST DISTANCfl TO FLOODWAY:-20-0 FT
SHEET

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q - - EA PROV.: 4725 sq.ft. TEMP SED. BASIN !4 _
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\ ~ / l,,// ~ ji I ~ I I s~ I ` f' ~ l~ ~ v ~,..v ~ r ~ I I I r I I' \ 1 I ~ ~ ] ~ ` \ ' ~ `?t .l` \ L R Glf.: ~0. a~..l 'l 1 I 1 I / I r / r ij ! i I `1 ~ 1 I I I I ~.I.-b .l ~ ..1 l~I~ '~7y- 1e. I / / , . I / / s ~ ~ \ 1 I I I In4 / i ~ ~ i i' . f_ I I I t~- L ~ 4
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~ ~ ~ , , e ORAGE pROV.: 354 .ft. f I 1 ~ i l I : 1 ' ~ I ~ ? ~ \ ~,~g. e4• , I I S RF. IAR R Q.: 56 s11.ft I / I ! I I I h I f I ~ ! 1 r 1 i ~ , ,1 ~ 22+00 ' A ~ ~ V TTOM ~DIM~." X 4 ' ~ ~ ~ ` ]~MP SE R APRbN r / / ~ ' - 11 , I 11 I I , \ SNP SED. BASIN ~ , - ~ _ 1 , 1
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/ \ ~ , BO DIMS.: 110.8 3~.2 / / / I Y , / , I , ' Ss ~ ~ \ , \ \ r , ~ 1 , 'IDE :3.21 ~ ~ I I / / I / f 1 \ I ' k`-`~' I ' 2 t \ \ r L gfh..14 .1 t ,02, 3. I , I I I l I l / _ I E t / l , , , , I I I r ~ ` \ 3~',0 \ ` CF'P ' ,S A . 1 l 102.1 3. Cf$ I I I I I 1 I - S V 1 11 , 1 I I I C I V I" 1 e~ ` IS A RE 2664 cu.>it. ' i ' ~ / ~ _ _ , -i _ ,..-1 I 1 , I I ~ I ' ~ 1. ' `
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s d uN / \ ~ ~ I I \ ~ , t \ \ i I ~ l V 1 I ~ ~ ; t' )t \ / ~ ~r--~ I I ~ \ ~ , 4 ~ ~ ~ . , , ~ RF. Af I I , I / / ~ , a_ v V - , ! , r I ~ I / r ' , 1'"~ , \ ~ ~ ~ . T D~At< 4 I I I 5i1RF.1 ARqq~e PppOV.. 1800 s .ft. 1 I 1 I / ~ `11 I 11 ~ i ' ~ i I I i ~ ~ 1~ 5\ ~ ~ I 1 I 1 I I III I ~ ' I~ • Tpp DAIS: 30 J( 6Q 1 ;1 1 1 ~ i ! .._y__~_, 1 11 11 I i I I i ,I I I ~ i
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E/C MA131N•G : ~ p r i 1 ' ~~~I ' i 1 \ , a \ ` - . I n I . , i 1 \ ~ ` \ t 1 , \ . 1' 1 1 1 1:' Y~-.. I I 1 I / ! / / I' )1 1 1 1 I I I ~ I . I 'I ' . I. ~ V i l I I I I / / i I I I I 7 I .I i 1. 1 ~ 1 I I I I r I / I S\ 1~~ 1 `1 I I ~ I I I I / / % ' 1 I ~ 1 I I I I 1 I I I I. I' ~
~ BFR I I r r , , 1' , ; , , ' \ ~ ~ C 1 \I I I I 1 I I I / I / : 1 V A. ~ I 1 I I I I I r I I~~ ..I ~ I~ LJ - ` 1~ ~ I I 1 / I I / / ~ I I I I f I ~ ~ I' 4 I I' I
1 I r I 1 I I , ~C ~ l 1. r, I. ('An I' I I ~ i J I ' i' % / / / 1 I I~ I ~ ~ I ~ I ~ i ~ ~i .I. i~ ~ '/~.1~ I' 1' 1_ I' I I l / , i ~ / / 1 _~I I I I -II I I I I ~ I .I I~ ~ z I I O~ ~
i `v r , i 1 tI , I may ~V. t . ~1 1 , , , / / , , I 1 I I ~ ~ l` I._ I / I 1 r ~ / / r 1 1 I / i 1 1, I I I 11 I I I I I I I. , II~~ ~ II C I l! 1
1) NO FlLL, BUILDINGS OR STRUCNRES, E%CEPT FOR WATER DEPENDENT / r , I - ~ ` c I , I / 1.: ; I 1 I L- \ STRUCTURES, GREENWAYS, U11UTY SUBSTATIONS, UTILITIES, ROADS OR / ~ r I /i'~ ~ \ , i ~ ~ li-~ + . 1, ~ ' I { Ir i / ; / i l / i i l % i ` i , ~ I ' I i I I , i ~ ~ ~ I' ~ 1 P~ I' 1 / i i i / i i r'_ / i - ~ O I I I i i j f I j ! I I ,~I~.~. J~ O v. t. I I , l ~ I r 1 I I r I I
OTHER RELATED PUBLIC IMPROVEMENTS, SHALL BE PLACED OR i • / \ , i ,1 , -l''i' . + .t~~ 4' CONSTRUCTED WITHIN PROTECTED DRAINAGE AREAS AS PROVIDED r ~ UMI1$ i \ . ` \ I \ Op 5At 1 I ~ / / / l i rr ~ \I .O I I : r I I r , A-I-. t~ ~J ~LL 4 D d 11 I 1 ! j ~ i "N I I ~ I 1 ~ I 1 W O z
IN TABLE 06-16-04. ~ i / \ \ \ ~ . ~ _ \ ,1. r r 1 0 r L i i i / I`" ~ l l ' I I i i I i I i I 11 i O ~I ~ t i i / i 1 r l r' vI 1 i i ~ i I i 'i ~ ~ ~i
2) DRIVES, PARKING AREAS, OR OTHER IMPROVEMENTS SHALL BE ~ r / \ \ ; _ - \ ~ . I CONSTRUCTED NO CLOSER THAN TWO (2) FEET HORIZONTALLY FROM / _ \ \ \ ` ' - , F . I~ ~ T I J I i,. _ r / i! j l 1 / i~ 1 1 1 I r r 1 .1 ~ ' ,1~ .l- I I ,I I i / i~ " r / l . . 1 I I'I ~ I I V-_ ~ 1 1~ LL / ~ cl ~ I I_ ,1 I i ' . O . 1 I I I ~ yi ~ /l'~l i~ , 1 I I I r I v 1 ~ 1-
THE TOP OF ANY BACK SLOPE ALONG ANY OPEN WATERCOURSE. DON XPOSED SLOPES ` ' ~ ~ .1 + ` ' ~ t. GROUNDCOVER SHALL BE PLACE E ~,Dly _ ~ ~ , , , r " ~ PARKING AREAS AND ASSOgATED DRIVES MAY BE CONSTRUCTED WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF BERM \ ` , ` ' , s 1' 1' ! $ I I I I / ~ / / 1 i i r I i ' f ( I s, I ' 1r
CLOSED SUBSURFACE DRAINS. ~2 \ \ ` ' 1 1' ' 1, ( G~ ANY PHASE OF GRADING, PERMANENT GROUND COVER ~~/c MArnN - ~ 'c. ; ' I 'r 3) IT SHALL BE THE OWNER'S RESPONSIBWTY TO MAINTAIN ALL ~ , _ _ , t , . ,I t,. . I . r 11 ~ ~ ~ n I I I I i A i / ' ' END PHA ~ , I i ' ~ I I ~ I ~ ; I 1 1 ~ \ ~ LJJ I ~ 1. 1 I I I >v PAVEMENT ` I I I I ` I I ' V ' V L O .'Iil.' ( I'- ' 1 I i ' , ~ / - ' I I /I i I I I I 1 \ 1~~11. I ~ z
WATERCOURSES ON PRIVATE PROPERTY WHETHER ENCLOSED AS FOR ALL DISTURBED AREAS SHALL BE PLACED ON ALL , \ . , ' .1 , .t ..I ~ . I'1~i. I ~ I. ~ I p4.. r / V+ ! ' r R in STA.: 1+001 I I I I ~ 1 II ' IV' 1 \ z W T L~ ~1~11 .~'r ~ / ' 4 r '..r I / l ~ .r - 1; I I ~ I I 1 1\ 1 1 U. ~ ~ I . 111` ~ 'I j - 1 \ I 1 I / I' ~ f i i \ 1' t J I , 1 Z1 \
suesuRFACE DRAINS oR REMNNINC As OPEN CHANNELS. DISTURBED AREAS WITHIN 15 WORKING DAYS OR 60 CALENDAR , \ ~ + ~ ; ~ . DAYS WHICHEVER IS SHORTER FOLLOWING THE COMPLETION 1 r ` 11 1~~ . 1 1 y 1. 1 I II I 1 1
( ) .D .AREA: ]ag ac. \ \ \ OF CONSTRUCTION OF DEVELOPMENT. ~ 1 ` DRAIN. AREd: 1.19 oa \ \ a ' . i . ~I~ 51 . ~ 1 ~ 1 ~ 1 I 1~ I i '~V/ l/ i i `5 ~ l , ~ ` II I I l vv vv Iv V ~ IN ` ' ~v ~ ~i t~ ~ z ``1 \I.~. ; i I I \I~i 1, ; ; ; I - r~-~ p'1 1, 1 1, 1 •11 \ 1 1, 1; 1,'~. ~ ; ~ I L~
2. NO LAND-DISTURBING ACTIVITIES SHALL BE PERMITTED IN Ot OF STREAM Q2: 28 cfs ` \ \ ~ \\'?\~~,\.~\'~t ~ . , . PROXIMITY TO A LAKE OR NATURAL WATERCOURSE UNLESS STORAGE REQ.: 2142 cu.ft. \ , 1 ~\I 1 1 ~ ~ 1 I ~ I I I i I I ' / / i i / / ~ ~ \ 1 \ \ 1 \ A/ 1 'F8~ CPP TEAL t , ~ . ~ ~ i ~ O . ,.1 I ~ 1 P., - w 1 I I , , „ , + \ ,
A OFFER ZONE IS PROVIDED ALONG THE MARGIN ON THE STORAGE PROV.: 2160 cu.ft. \ B TOP OF BANK SURF. AREA REQ.: 1226-sq~ft. \ \ , , . r . \SIL ~ I ..r i i 1 i ~ i I I I , / i ' / ~ \ 1 1 1 1\ SCOPE DRAIN 11 i 1\ \ ~ O ? ~ O
WATERBODY OF SUFFICIENT WIDTH TO CONFINE VISIBLE SURF. AREA P(20V.~800 sgaL \ \ \ > \ , ' SILTATION WITHIN TWENTY-FIVE PERCENT OF THE BUFFER TOP DIMS: 3v X \ 1 I . I I \ . % ~ / ~ DI T A A: l19 c. 1 11 . ` 11 \ / . I--- ~ t~ t ' 1. 1 ~ .1. \ 1 . i . 1 I ~ jf / • ,F~ / ~ \ I 1 DR .AEA. .19 QC. 1 1 ~ \ \ t . j O m
A PERMANENT EASEMENT CONVEYED TO 1HE OTY OF HIGH POINT IN NHICH NO S1RUCIURE BOTTOM DMIIS.: 18' X 4~ ` \ \ \ ` ` ` ' ` OR LAND DISTURBING ACTIVITIES ARE ALLOWED. 1HE NATURAL GROUND COVER AND THE ZONE NEAREST THE LAND-DISTURBING ACTIVITY. DEPRt: 3' \ \
NATURAL TREE CANOPY MUST BE PRESERVED WITH 1HE FOLLOMING E%CEP110NS, WHICH ARE - /WEIR LENGTH: 5.0 , \ \ \ `t \ PERMITTED ONLY AFTER ISSUANCE OF A PERMIT BY THE DEPARTMENT OF WATER AND ~ ` ` \ \ ` \ + + ` 1 c 4 .1 1 1 1 I I , I I ! a .i 1 `1 ORA6'~ 42 ~Lft. 1\ 1\ , `l, . I 1. . \ \ 1' . ~ I I I I I I , . \ ~ II 2 0 ~11.R. . 1 . O r 1 A 1 1 1 I I I I i I a ~I S AGEI 1 r
SEWER UTILITIES (REFER TO SUBSECTION 9-J-3 (F)).: E/C MATTING , \ A \ \ \ \ , . \ .'I. tt ? ~ , , \ , ~ 1. .1 1 ;S , v , ~ , v , i \\I 1` `I i ~ ~ .i . I t ) I I I ~ ~ I i 1 /f ~ r / , \ ~ . r / ' 30+00 \ \I SU AREf1 RE1`~.: 1 0 ~ .ft. \ ~I\ \ i LJ ~ U I \ \ I Lkl, l I I I I I I I / I r ~ / / ` 1 P DOI: s ft.. ` . \ . / ~ 1 1\ ,..s I I I r I I ~ / ~ ~ 1 i 1 SURF'. ARE ~ ~ ~ 1 1 1\ I~I I I. I ~ I iI/ 1 X 1 1 1\ \ 1 . ~i.~ - \ 1 i ~ I I. ~I I. I 1 I ~ NI`! "'R i _ - 1 \ ; \ 1DP D7b1$.: ~N gp ~ . \ 1 . O z
1) THE CU111NG OR TRIMMING OF OVERCROWDED TREES IS ALLOWED PROVIDED THAT NO TREE IN EXCESS p ~ \ 1 ~ t' `,l', OF THREE (3) INCHES IN DIAMETER AS MEASURED 12 INCHES OR LESS FROM THE GROUND ARE REMOVED, i c \ \ , , , , , ' , . , ? \ 1 1 , . 1 I' 1 I h, I I 1 , r / "mil - ` TTOAfIDIMS~ 24~ )t154 \ ` 1 1 \ .1 O ~ \ . ~ Il 1 ~ , , i , ~ I I i , , I ~{~,P~,R01 ' i ` ` 3? M ~ \p ` t ~ ` \ \ \ `I ` `I \ 1 ~l . ~ I ~ . I 4 I t I ~ i I , I tvP. I 1 ~ % ~ ~ +pD I 1 TH: 3.0 ~ ~ W
2) PUBLIC UTILITIES CAN BE CONSTRUCTED AND MAINTAINED BY THE CITY OF HIGH PANT OR ITS DESIGNEE. ~ ~ \ ,1 1 ',01 ~R A: \ 'r i I ~ ~ ~ I I 1 . \ LEND 5.b; \ ` 1 ` ' ~ ~ ~ ~ I- ` \ 1 `~\DI '(1R A:. a ag...i. 'I .I ~ ' ~ I ' I i I'_ r I ~1-~ / 5/•~`I ~ 1\ .1 \ \ 1
3) SOIL EROSION AND SEDIMENTATION CONTROL STRUCTURES CAN BE CONSTRUCTED AND MAINTAINED BY ~ \ ! , \ + RAI .~AfIEA THE DEVELOPER OF THE PROPERTY, SUBJECT TO APPROVAL OF A GRADING PERMIT BY 1HF DEPARTMENT ZONE 2 \ \ \ \ ~ .A cia. 1 RAI .~A(fEA:.lt'55 c.l. ' i ' I I I I I 1 r / 1 ~e ss 1 1 1 , \ 1 1 1 1 IK. - C~ . I ! I. 1 _ I f ~ I I I I I i rl , / / 1 / a ~ ~ +W \ \ 1 1` 1 1 ` \ ~ O / ~
of CENTRAL ENGINEERING. UNDISTURBED AREA OF VEGETATION ~ ``+1 \ ``S R I \ 1` $ R Os,~7~Q ~u.fi,'. i I i I ~ rl , I ! I ~l I ! / / a 1\ 1 . , \ 1134+d0 O U + 1 1 LP OV:`~80$ICU . L i ~ ~ i p I ( ~ ~ / ~ ~ 3~+00`I ` \ 11 \
4) NORMAL MAINTENANCE BY MECHANICAL MEANS IS ALLOWED FOR THE REMOVAL OF DEAD, DISEASED, BEGINNING AT 1HE OUTER EDGE OF ~ v" \ It , \ ~ `'P I POISONOUS OR NOXIOUS VEGETATION AND PESTS HARMFUL TO HEALTH. ZONE 1 AND EXTENDING LANDWARD A g \ \ `y_ ,1 }I , ~ E )<A 1 \ U F.' ACA EO.: I I I II I 1 ,1 ' l ,1 - \ ~ 1 1 ` 1 ` O - IP it , I II, I 1 ~ 1 1 U ROVII 001 I I i ~ I / ' - ~ ` 1
5) MECHANICAL MOWING OF UT1LI11ES AREAS IS ALLOWED TO CONTROL GROWTH. MINIMUM OF 20 FEET. EXCEPTIONS ~ \ 1 ' ' 1 ' 1 I DI $.:~i 1 1 ~ I I -I ' I I I I I I 1 II i~ l l• - 1 1 1 ` , 1 1 $..136 X Q. F 1 I I ~ r' I~ / ~ L~ DI - f 1 ~ I , MS B T~OAI Dl. S.~ 2 1t 5 .2 I ' I I I 1 I ? ` \ \ \ . \ \ r i ~ 1 1
MUST BE APPROVED NY THE 1 1 ~ 1 B T1tOM Dl.~l; WATERSHED REVIEW COMMITEE (WRC) r - ~ , ~ I ' 1 :391. ` ~ ~ 1 ~ s 1 '391 I r I i~ I i I I i / i ' 1` ~ i ~ _ ' 1 1 R.. GTIi:.~:p i. I ; .I. i II I ~ I i ,1 r' . . 1, - i i ~ 1
PER SEC. 9-7-6(d)(3)b. ~I! 1 , I ,1 ,1 .1....11 r , Q i ~ ~ 1 1 ,1. l ~1 'li S ~L/ 'I' .I. , I I I I I I / 1 ~ .
~f4 i I ' , I. I, ACCEPT THIS SUBMISSION ' 1 ~ i i ' I I ' I 1 1 I I~ ~ r 1 r ' I , r I l , ~ E PH11SE R ~ 1 1 , \ 1 1 .1 \ ~ I t r ~ r r r , ! ~ 1 ~ 1 , 1 1 I ~ II ~1~ ~ ~ I~ea. ~'"121, I~ ' 1 1 I 1 % Il 1 I ; ~ , l I - 1 ` \ 1 1 \ , 1 `
AS MY PLAN OF DEVELOPMENT AND AGREE TO INSTALL ALL REQUIRED ~ 1 i I I ' LEGEND - IMPROVEMENTS AND COMPLY WITH THE CONDITIONS OF APPROVAL I ~ ' I II II 1 1 I I I F1 I F i / 1~ ~ 1 1 1 ~ - ' I PAVVFMEI~ \ 1 1 1 1~ f 1 I 1 1 ` `I ~ I i ~ I I I I i ..1! I' ~ 'r- ^ r I r ~ I i / ~_-~'-,._j ~ ~ STA.?I 32#~ 08.6 I I i 1 A \ 1_ - I I 11 II 1 ~ II ~ 1 I ~ I I. I I ~ I . 1 , I I I \ '-1
I I I I I RCP ' ~o': 20` I` ' I I I - /y~ \ 1 I 11 I ~ II ~ 11 I ~ -i I~ ~ `P~! r 1' ~ I 1 r ~ . c.' x I 1 l 1 I I I \ 11 I I I I , I ~ I r I I / ' I , + 1 1 I I , 11 1 \ `
S20' ,
TEMPORARY SEDIMENT BASIN IFFER l I i.\x\ ; 1, i i _ 1 I I 1 r r / 1 11 V 1 I I I 1 ~ ~ 1 Y ~G-_.
FOR HIGH DENSITY DEVELOPMENT ONLY OWNER/DEVELOPER 1 r / Irl 1 / 1 I 1 1 1 , 1 / , % 1 I ~ I I PLAN I I I , / I I I
A dt DITCH SECTION DATE I
DITCH/SWALE <
TEMPORARY DIVERSION ! I - SCALE:
DITCH/BERM UIIi15 . - \
PERMANENT DIVERSION DITCH/BERM ZONE 1 DATE: \
THE OWNERS' ASSOCIATION SHALL BE RESPONSIBLE FOR fSPONSIBLE FOR NT RUNOFF CONTROL
SILT FENCE AN UNDISTURBED AREA OF VEGETATION MAINTAINING THE COMPLETED PERMANENT RUNOFF CONTROL EXTENDING A MINIMUM K OF 30 OR R MEAN FEET STRUCTURE AS DIRECTED BY THE GOVERNMENTAL OFFICE FROM THE TOP OF BANK HAVING JURISDICTION FOR WATERSHED PROTECTION AND, RNMENTAL OFFICE I Di \ PROJECT:
ogle RIP-RAP HIGH WATER LEVEL OF OTHER WATER IF THE OWNERS ASSOCIATION SHOULD BE DISSOLVED OR AND, , V, @ , - PROTECTION BE DISSOLVED OR 4 i \ \
BODIES. CEASE TO EXIST, THEN IN THAT EVENT ALL THE OWNERS OF SYNTHETIC DITCH LINING RECORD AT THE TIME OF REQUIRED MAINTENANCE SHALL BE ALL THE DMINERS OF E/c MarnN>~\ DRAWN BY: INTENANCE SHALL WATERSHED OVER Y DISTRICT: OAKDALE
JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL COSTS NY AND ALL COSTS GENERAL WATERSH ARE Vr$-IV.
ROCK CHECK DAM DIRECTOR OF PLANNING AND DEVELOPMENT DATE Not to scow ATTENDANT THERETO. SHORTEST DISTANCH TO FLOODWAY>-2QQ FT
SHEET