20020978 Ver 1_Complete File_20020620

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Alan W. Klimek, P.E., Director
Division of Water Quality
October 10, 2002
DWQ Project No. 02-0978
Durham County
O. M. Lane
P.O. Box 52058
Durham, NC 27717
Subject Property: Lane Hoover Road Equipment Shop, Durham, NC
PIN No. 0841-05-28-2117
Goose Creek [03-04-01, 27-5-1, WS-IV (Water Supply) NSW (Nutrient Sensitive)]
APPROVAL of Authorization Certificate per the Neuse River Buffer Protection Rules (15A NCAC 2B.0233) with
ADDITIONAL CONDITIONS
Dear Mr. Lane:
You have our approval, in accordance with the attached conditions and those listed below, to impact 148 feet of stream
and 13,790 square feet of the riparian buffers to construct a road at the subject property as described within your
application dated May 8, 2002 with revisions indicated on plans received by the DWQ on October 1, 2002. After
reviewing your application, we have determined that this fill is covered by the Division of Water Quality (DWQ) General
Water Quality Certification Number 3375. This Certification allows you to use Nationwide Permit No. 14 when issued by
the US Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization Certificate for
impacts to the protected Neuse River Buffers as required under 15A NCAC 2B .0233(8). In addition, you should get or
otherwise comply with any other federal, state and local requirements before you go ahead with your project including (but
not limited to) Erosion and Sediment Control Permit and Non-Discharge. 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 revised application except as modified
below. If you change your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible
for complying with all conditions. For this approval to be valid, you must follow the conditions listed in the DWQ General
Water Quality Certification No. 3375 and any conditions listed below.
Conditions:
1. Stormwater Management
a) Current Proposed Development -A final, written stormwater management plan shall be approved in writing by this
Office before the impacts specified in this Authorization Certificate shall occur. The stormwater management plan must
include plans and specifications for stormwater management facilities designed to remove 85% TSS according to the
most recent version of the NC DENR Stormwater Best Management Practices Manual. The stormwater management
plan must include best management practices to remove nitrogen. These facilities must be designed to treat the runoff
from the entire project, unless otherwise explicitly approved by the Division of Water Quality (DWQ). Also, before any
permanent building is occupied at the subject site, the facilities (as approved by this Office) shall be constructed and
operational, and the stormwater management plan (as approved by this Office) shall be implemented. The structural
stormwater practices as approved by this Office as well as drainage patterns must be maintained in perpetuity. No
changes to the structural stormwater practices shall be made without written authorization from the Division of Water
Quality.
b) Future Development -A final, written stormwater management plan shall be approved in writing by this Office for all
future development located on the property prior to construction of any future development. The stormwater
management plans shall include all of the information indicated in Condition 1(a) above.
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), h"p://h2o.enr.state.nc.us/ncwetiands/
John Dorny
Division of Water Quality
Wetlands/401 Unit
2321 Crabtree Blvd.
Raleigh, N.C.
27604-2260
4000
I
9-30-02
QUALITY
OUAUrY S%GYWSScWVi
1910 SW.itk Rd.
O-h-. NC 17713
[phone]
wwwo" fYBdliO M
Re: Lane-Hoover Industrial Site Stream Crossing With Driveway, Durham, N.C.
DWQ Project No. 02-0978
John,
I received the request for additional information in order to further process the request for the
above referenced stream crossing. I met with Todd St. John and Bob Zarzecki on 9/26/02 to
discuss the review items and storm water control at each of the discharge points. I have revised
the plan and report to satisfy the request for information and the objectives that we discussed at
the meeting. Following is an itemized response to each of your review comments:
Following is an itemized response to the letter I received from your office:
I have revised the stream disturbance to 148 I.f. to account for inlet and outlet rip-rap
protection. (see revised plan)
I have revised the limits of disturbance and have reduced the buffer impact to 13,790 s.f.
(0.317 ac.) This was accomplished by simply moving the limits of disturbance closer to the
toe of the fill slopes. The limits of disturbance will be fenced off with orange barricade
fencing.
There is a comprehensive storm water management plan being developed for the entire 13
acre site. 3.2 acres is being developed at this time, resulting in 3.905 acres of land
disturbance, and we are incorporating grass lined channels and a wet pond BMP for nitrogen
reduction, Iyr-24 hr peak attenuation, 2 and I Oyr-24 hr peak attenuation, and 85% TSS
reduction. A payment to the WRF is being made for N in excess of 3.6 lb/ac/yr. The site has
been subdivided into nine logical sub-areas labeled "DA-#" in an effort to explain the storm
water management strategy (see attached maps). Following is an itemized list of those nine
areas with explanation:
DA-1. This 3.2 ac. sub-area is composed of offsite drainage that currently drains through the
site. It currently is concentrated in a woodland channel at the same point that we propose to
discharge via a 15" pipe with a rip-rap velocity dissipater at the end. The pipe exit is located
801.f. from the 50' riparian buffer. The drainage area to this point has been reduced from
4.75 acres to the proposed 3.2 acres of predominately offsite bypass. The post development
peak flow to this point is less than pre-development by approximately 30%.
DA-2. This 2.11 ac. sub-area is the majority of the developed area proposed and is routed
through grassed channels and then a wet pond. The treated runoff is discharged to a plunge
pool and level spreader by a 15" pipe. The 10-yr routed peak flow is 4.0 cfs. We propose a
40 l.f. level spreader since the receiving buffer is heavily wooded with dense ground cover.
The impervious % to the pond is 80%.
DA-3. This 0.25 ac. sub-area is a portion of onsite drainage area that will be part of a future
development and will be routed to a BMP when that development comes on line. With this
project the runoff is collected in a temporary grass channel and discharged into an 80 I.f.
wooded strip before entering the 50' riparian buffer. The end of the channel will broaden out
and spread the concentrated flow as it ties into the natural grade.
DA-4. This 0.29 ac. sub-area is located on the south face of the drive fill slope along the
existing 50' riparian stream buffer and beyond into an additional 50' buffer required by the
City of Durham. This area will enter the undisturbed stream buffer as sheet flow from the
grassed fill slope. Our meeting discussion centered on the points that with the proposed
BMP's high level of treatment of the majority of site runoff and with 8' grass shoulders and
grassed fill slopes, it would be allowed to let the runoff from the driveway to sheet flow
across the 8' grass shoulder and down the grass fill slopes and enter into the stream buffer.
DA-5. This 0.35 ac. sub-area is located on the north face of the drive fill slope along the
existing 50' riparian stream buffer and beyond into an additional 50' buffer required by the
City of Durham. This area, it was determined by the meeting, would be treated the same way
as DA-4 above.
DA-6. This 1.09 ac. sub-area is located at the north central portion of the site and is
composed primarily of undisturbed stream buffer and includes the back side of the pond dam
that will be replanted with herbaceous ground cover. This portion of the site flows naturally
to the stream. All of the 50' stream buffer in this sub-area is left undisturbed except for the
existing sewer easement that is periodically bush-hogged.
DA-7. This 1.61 ac. sub-area is located at the southwest corner of the driveway. It is a
portion of onsite drainage area that will be treated with future BMPs when that portion of the
site is developed. It will contain a portion of the gravel drive with the remainder in
undisturbed woods and replanted herbaceous ground cover. This area will enter a yard inlet
that is part of a drainage bypass storm water collection system from the adjacent public right-
of-way. This inlet will later serve as an inlet structure for a future BMP that will treat the
entire developed portion of the west side of the 13 acre tract. A 36" pipe @ 1.0% departs
from this basin and crosses under the driveway and discharges into a rip-rap plunge pool
before it enters the riparian buffer and the original flow path to the northwest of the discharge
point.
DA-8. This 4.05 acre wooded sub-area is located on the east side of the stream and will be
developed in the future. The 50' riparian buffer will remain undisturbed and portions of an
additional 50' buffer outside of the riparian 50' buffer will remain undisturbed. The
disturbed portions of the additional 50' buffer will be revegetated (only BMP's will be
allowed in the outside 50' buffer).
DA-9. This 3.64 acre wooded sub-area is located on the west side of the stream and will be
developed in the future. The 50' riparian buffer will remain undisturbed and portions of an
additional 50' buffer outside of the riparian 50' buffer will remain undisturbed. The
disturbed portions of the additional 50' buffer will be revegetated (only BMP's will be
allowed in the outside 50' buffer).
We have attached a wet pond worksheet and have met all the criteria except for one (minimum 3'
average permanent pool depth) with the following explanation:
The site is small and therefore the pond is equally small and the aquatic shelf greatly affects the
average depth. We cannot meet the minimum depth requirement without increasing the surface
area significantly, thus increasing the pond size equally. Due to the fact that we have 2 forebays,
are holding a greater than 4:1 length to width ratio at each approach, and each approach is
preceeded by a grass swale BMP, we request that you allow the design average depth of 1.7'.
Essentially, the pond becomes a pocket wetland due to the fact that it has deep pools and shallow
aquatic shelves. Understanding that Stokes Law governs the mechanics of how a wet pond
works in removing suspended solids, the proposed design should be acceptable. We are
providing an increase in required SA/DA by only 2%, but are providing a length to width ratio of
no less than 4:1. The combined effect of splitting the flow into two trains and routing each
through a separate forebay will further facilitate the deposition of sediment before reaching the
main pond. Thank you for considering the alternative design.
This project has been approved by the City of Durham pending DWQ approval. We look
forward to gaining feedback and final approval from your office and NCDWQ regarding this
project. Please feel free to contact my office at 806-5082 regarding this matter.
Sincerely,
Kenneth B. Wrenn, P.E. ?--?
Quality Engineering, P.A.
1910 Sedwick Rd., suite 200-C
Durham, N.C. 27713
P 919-806-5082
F 919-806-5082
Michael F. Easley
O? V W A T ,?qQG
S?• Governor
co 7 / William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
1 2 Alan W. Klimek, P.E., Director
CC) D F C:)(ZL(n, L P rvL (_ I L cm- 2 Division of Water Quality
August 5, 2002
DWQ Project No. 02-0978
Durham County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
O. M. Lane
P.O. Box 52058
Durham, NC 27717
Subject Property: Lane Hoover Road Equipment Shop, Durham, NC
PIN No. 0841-05-28-2117
Goose Creek (03-04-01, 27-5-1, WS-IV (Water Supply) NSW (Nutrient Sensitive)]
REQUEST FOR ADDITIONAL INFORMATION
Dear Mr. Lane:
On June 13, 2002, the Division of Water Quality (DWQ) received your application to impact 138 feet of stream and 0.35
acres of buffers on the subject property to construct a road / driveway to access the rear of the property. Insufficient
evidence is present in our files to conclude that your project must be built as planned in waters and buffers in accordance
with 15A NCAC 2H .0506 and 15A NCAC 2B .0233. Therefore, unless modifications of the proposal are made as
described below, we will have to move toward denial of your 401 Certification and Authorization Certificate as required by
15A NCAC 2H .0507(e) and 15A NCAC 2B .0233 and will place this project on hold as incomplete until we receive this
additional information. We are requesting (by copy of this letter) that the US Army Corps of Engineers (USACE) place
your project on administrative hold.
Please provide us with information supporting your position that states your project must be constructed as planned and
that you have no practicable alternative to impacting these waters and buffers. Specifically;
1. Please note that the clearing limits for the road appear to impact approximately 145 feet of stream (greater
than the 138 feet indicated within the application). Will any additional impacts be required (such as for the
installation of inlet or outlet protection, rip-rap. dissipater, etc.) than what are shown on the plans?
2. In your application you proposed 15,150 square feet or 0.35 acres of buffer impacts associated with the road
crossing. Please note that if impacts exceed 1/3 acre of buffer disturbance that buffer mitigation will be
required. Please either redesign the road to reduce your buffer impacts to 1/3 acre or less or provide a buffer
mitigation plan that complies with 15A NCAC 2B .0242.
3. Please note that all stormwater associated with the development including the road shall be directed to flow in
a diffuse manner at non-erosive velocities prior to and through the entire protected stream buffers without re-
concentrating. Please provide a stormwater management plan for this project to this Office indicating how
the project will provide diffuse flow. The plan shall specify all stormwater discharge points, plan details, and
calculations to indicate that diffuse flow through the protected buffers as described above will be achieved.
You may wish review our "Level Spreader Design Suggestions" document located on our web site at the
following address; http://h2o.enr.state.ne.us/ncwetlands/mitresto.html . Please call Mr. Todd St. John, P.E. if
you have any questions regarding the DWQ stormwater requirements at [phone].
4. Please note that additional site-specific stormwater management conditions may be added to the certification
if the entire project (including potential future development) results in impervious cover of greater than 30
percent. These may result in the requirement of an extended detention wetland, bio-retention areas or ponds
followed by vegetated filter strips because the project is located within a water supply watershed. Your
proposal to use a wet detention pond may be acceptable if it is directed to discharge via diffuse flow prior to
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 0 oration)
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Project No.
(to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
1. PROJECT INFORMATION (please complete the following information):
Project Name : __
Person: Phone Number: AN ) E4X>--SCWZ
For projects with multiple basins, specify which basin this worksheet applies to: IRENE
Basin Bottom Elevation 35L .O ---- ft. (average elevation of the floor of the basin)
Permanent Pool Elevation 6, U ft. (elevation of the orifice invert out)
Temporary Pool Elevation 369,3 It. (elevation of the outlet structure invert in)

Permanent Pool Surface Area 31 X39 sq. ft. (water surface area at permanent pool elevation)
Drainage Area Z, I I ac. (on-site and off-site drainage to the basin)
Impervious Area II , L, ac. (on-site and off site drainage to the basin)

Permanent Pool Volume ,25o
5 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume ? Cu. ft. (volume detained on top of the permanent pool)
Forebay Volume 1175J cu. ft. t`IJ 1> L%;,94it 04Fn*&a%to uJ =OP ? F -%"(t12%1
ntw92oX. 304
SA/DA used (surface area to drainage area ratio)
Diameter of Orifice --1. in. (draw down orifice diameter) -41Z'olz ?Q .jaOw ,
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. ff a requirement has not been met, attach an explanation of
why.
Annlicants Initials
a 0.) The temporary pool controls runoff from the 1 inch storn event.
'LLJ6 1,6 The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1.
- 1k) L A submerged and vegetated perimeter shelf at less than 6:1 is provided.
_ -91_. - _ Vegetation to the penmanent pool elevation is specified.
k?U An emergency drain is provided to drain the basin.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet). Et PrvrgCttat.K-$7,
IL 15 The temporary pool draws down in 2 to 5 days.
The forebay volume is approximately equal to 20`10 of the total basin volume.
1L't3 i i Sediment storage is provided in the permanent pool.
w Access is provided for maintenance.
A minimum 30-foot vegetative filter is provided at the outlet. L It%)C.t.. 'S??ZQIAT)ZZ /so'ki i avtFE?
A site specific operation and maintenance (O&M) plan is provided.
A vegetation managementhnowing schedule is provided in the O&M plan.
T Semi-annual inspections are specified in the O&M plan.
L_A debris check is specified in the O&M plan to be performed after every storm event.
9 Li A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
A responsible party is designated in the O&M plan. c)RI V to ttL
w' ?j tb ?:? Y?Tv2Pi
FORM SWG100 09/97 Page 1 of 1 * i•?e? Q??.Fet? WILL grL FjiZv,3i?Q0I
1F Of A tS c?,tc. y-Y b0Q.
WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
FOR LANE-HOOVER EQUIPMENT SHOP, DURHAM, N.C.
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and
the grass channels preceeding the forebays.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an
accurate depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 355.75 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads X55.5 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
0 Permanent Pool Elevation 3t 8.0 36?,C7
Sediment moval El. 3 75%
-------------- - Sediment Removal Elevation 3 ,55• S 75%
--------------------------------------------- 75%
Bottom E vation . 5% Rnttnm Glawntinn 35510 7ti°/n
FOREBAY x 2 MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
Page 1 of 2
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired
and/or replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: ®1 a N Lao tz
Title: (2)N I tz
Address:
Phone:
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
, a Notary Public for the State of
County of
personally appeared before me this
due execution of the forgoing wet
and official seal,
SEAL
My commission expires
do hereby certify that
day of
and acknowledge the
detention basin maintenance requirements. Witness my hand
Page 2 of 2
?O? \ NA
T FRP
? r
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
August 5, 2002
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
DWQ Project No. 02-0978
Durham County
O. M. Lane
P.O. Box 52058
Durham, NC 27717
Subject Property: Lane Hoover Road Equipment Shop, Durham, NC
PIN No. 0841-05-28-2117
Goose Creek [03-04-01, 27-5-1, WS-IV (Water Supply) NSW (Nutrient Sensitive)]
REQUEST FOR ADDITIONAL INFORMATION
Dear Mr. Lane:
On June 13, 2002, the Division of Water Quality (DWQ) received your application to impact 138 feet of stream and 0.35
acres of buffers on the subject property to construct a road / driveway to access the rear of the property. Insufficient
evidence is present in our files to conclude that your project must be built as planned in waters and buffers in accordance
with 15A NCAC 2H.0506 and 15A NCAC 26 .0233. Therefore, unless modifications of the proposal are made as
described below, we will have to move toward denial of your 401 Certification and Authorization Certificate as required by
15A NCAC 2H .0507(e) and 15A NCAC 26 .0233 and will place this project on hold as incomplete until we receive this
additional information. We are requesting (by copy of this letter) that tha I IC Army r-- - - E) place
your project on administrative ' '
Please provide us with inform, tnned and
that you have no practicable a
1. Please note that tl (greater
than the 138 feet i s for the
installation of inlet
2. In your application h the road
crossing. Please r ill be
required. Please E C / de a buffer
mitigation plan that ?i04L
4 /l
3. Please note that al (-e ?l d to flow in
a diffuse manner al p?4 a 4thout re-
concentrating. Ple ng how
the project will prov ?? ? ills, and
calculations to indic .y.... P1VLt ;tVU UUTTers as described above will be achieved.
You may wish review our "Level Spreader Design Suggestions" document located on our web site at the
following address; htti):Hh2o.enr.state.nc.us/ncwetlands/mitresto.htmI . Please call Mr. Todd St. John, P.E. if
you have any questions regarding the DWQ stormwater requirements at [phone].
4. Please note that additional site-specific stormwater management conditions may be added to the certification
if the entire project (including potential future development) results in impervious cover of greater than 30
percent. These may result in the requirement of an extended detention wetland, bio-retention areas or ponds
followed by vegetated filter strips because the project is located within a water supply watershed. Your
proposal to use a wet detention pond may be acceptable if it is directed to discharge via diffuse flow prior to
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
O?O? WAT
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
August 2, 2002
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
DWO Project No. 02-0978
Durham County
O. M. Lane
P.O. Box 52058
Durham, NC 27717
Subject Property: Lane Hoover Road Equipment Shop, Durham, NC
PIN No. 0841-05-28-2117
Goose Creek [03-04-01, 27-5-1, WS-IV (Water Supply) NSW (Nutrient Sensitive)]
REQUEST FOR ADDITIONAL INFORMATION
Dear Mr. Lane:
On June 13, 2002, the Division of Water Quality (DWQ) received your application to impact 138 feet of stream and 0.35
acres of buffers on the subject property to construct a road / driveway to access the rear of the property. Insufficient
evidence is present in our files to conclude that your project must be built as planned in waters and buffers in accordance
with 15A NCAC 2H.0506 and 15A NCAC 26 .0233. Therefore, unless modifications of the proposal are made as
described below, we will have to move toward denial of your 401 Certification and Authorization Certificate as required by
15A NCAC 2H .0507(e) and 15A NCAC 2B.0233 and will place this project on hold as incomplete until we receive this
additional information. We are requesting (by copy of this letter) that the US Army Corps of Engineers (USACE) place
your project on administrative hold.
Please provide us with information supporting your position that states your project must be constructed as planned and
that you have no practicable alternative to impacting these waters and buffers. Specifically;
1. Please note that the clearing limits for the road appear to impact approximately 145 feet of stream (greater
than the 138 feet indicated within the application). Will any additional impacts be required (such as for the
installation of inlet or outlet protection, rip-rap. dissipater, etc.) than what are shown on the plans?
2. In your application you proposed 15,150 square feet or 0.35 acres of buffer impacts associated with the road
crossing. Please note that if impacts exceed 1/3 acre of buffer disturbance that buffer mitigation will be
required. Please either redesign the road to reduce your buffer impacts to 1/3 acre or less or provide a buffer
mitigation plan that complies with 15A NCAC 213.0242.
3. Please note that all stormwater associated with the development including the road shall be directed to flow in
a diffuse manner at non-erosive velocities prior to and through the entire protected stream buffers without re-
concentrating. Please provide a stormwater management plan for this project to this Office indicating how
the project will provide diffuse flow. The plan shall specify all stormwater discharge points, plan details, and
calculations to indicate that diffuse flow through the protected buffers as described above will be achieved.
You may wish review our "Level Spreader Design Suggestions" document located on our web site at the
following address; http://h2o.enr,state.nc.us/ncwetlands/mitresto.htmI . Please call Mr. Todd St. John, P.E. if
you have any questions regarding the DWQ stormwater requirements at [phone].
4. Please note that additional site-specific stormwater management conditions may be added to the certification
if the entire project (including potential future development) results in impervious cover of greater than 30
percent. These may result in the requirement of an extended detention wetland, bio-retention area or ponds n
followed by vegetated filt r strips bec,§use the project is located within a water supply wa ersheJd?.?wr (?dsa_V
North Carolina Division of Water Quality, 401 Wetlands Certification Unit, S `0. 5P 0? /Q
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) e
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) Sf fEh ' i
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwtlands/ Wei ?q
Todd Tugwell
U.S. Army Corps of 1ngineers
Raleigh Field Office
6508 Falls Of The Neuse Rd.
Suite 120, Raleigh. N.C.
27615
,
3 209`x- ,1- I
U A L I T Y
Re: I"ane-Hoover Industrial Site Stream Crossing With Drivew " t114.'?=` QUAY
. - 1910 Sedwick Rd.
Durhom, NC 27713
WINW.OUAL rYElrC CCU
Todd, D 2 0978 i [phone]
33 aa?arLr 9,??
Please find attached the original PCN application for Nationwide 404 Permit (NW 14), one copy
of a site plan that illustrates the existing and proposed conditions, one copy of USDA Soils Map,
one copy of USES Map, and one vicinity map for the proposed project site.
We are proposing a 3.35 ac. site development on a 13.0 ac. parcel of land in Durham, N.C. that
involves the crossing; of an intermittent stream within the Neuse river basin. We are keeping the
crossing to a minimum and this crossing will be the extent of the disturbance to the stream and
riparian buffer on this 13.0 ac. parcel. All wetlands are closely confined within the stream banks.
The stream disturbance includes 138 l.f. of stream culvert and rip-rap and 0.35 ac. of stream
buffer disturbance. The culvert and fill supports a 24' driveway with 8' shoulders and 2:1 fill
slopes.
i have spoken briefly to Steven Mitchell with NCDWQ and his initial feeling is that the proposed
stream disturbance would not require mitigation. Although the 3.35 ac. development brings the
imperviousness of the 13.0 ac. parcel to only 14%, we are planning to build BMP's to control
TSS. The 3.35 ac. development alone is only 54.3%. We also are reducing nitrogen loading and
peak flow from the site to acceptable levels via a robust grass channel and check dam and
detention pond system.
This project is currently under review at the city of Durham Planning Dept. We look forward to
gaining feedback and final approval from your office and NCDWQ regarding this project.
Please feel free to contact my office at 806-5082 regarding this matter.
Sin crely,
Kenneth B. Wrenn, P.E.
Quality Engineering, P.A.
Durham, N.C. 27713
P 919-806-5082
F 919-806-5082
cc. Steven Mitchell, NCDWQ
Office Use Only: - Form Version April 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
Check all of the approval(s) requested for this project:
W Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Reeluested:-_kJQ-
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: ?
9
II. Applicant Information
1. Owner/Applicant Information
Name: 0, A , L4 ?J -
Mailing Address: , 0
7771 7
Telephone Number:
E-mail Address: ki
Fax Number: Z ^ 77 _
-?
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: _? ------ - ------
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 3 of 12
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. Ifpossible, 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 tong 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 lull-size plans. If' lull-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be inl'orined that
the project has been placed on hold until decipherable maps are provided.
L Name of project: `-A I4 C d-JcJ rf-t,-- Ra1-v> Egg ii 131,cke ? 2% -
2. T.I.P. Project Number (NCDOT Only):-__ --
3. Property Identification Number (Tax PIN): D jugA 4 a
4. Location
County:- t ?Uj21? Nearest To n:_ 64 b'?------- --------
Subdivision name (include phase/lot number):----____
Directions to site (include road numbers, landmarks, etc.):- 0 (;-S _O? `. _-
lc'. 00 fnT, U9A-w-C4DGE' I_ti- 1 C,_2=x,13 I iV_
UTtv1 I j-4.93-? cj?=---`i660ipli-----------
5. Site coordinates, if available (UTM or Lat/Long):ZI>L_IC`_ Lu2?( jC`?
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:-
7. Property size (acres):- 1'3, 0 ACli'r-5- --
8. Nearest body of water (stream/river/sound/ocean/lake):_c./??L=:_Lt'i?C
9. River Basin: -L -?-- ------ -------- ------- ---
(Note - this must be one of North Carolina's seventeen designated major river basins. the
River Basin neap is available at http /tJL o.
Page 4 of 12
10. Describe the purpose of the proposed work: t:??_?? '3, 3`? ALP t t?oC_?Rv?J
yr l.'3?U ? _thlOJ??\f? PI?P???'• Dc'???.u???? C+2.cn5i?<? ??E_t=»?
11. List the type of equipment to be used to construct the project: T 1; f" 400 S ? t3? ?1-h?irk'Sj
1-OCk7't?b ---
12. Describe the land use in the vicinity of this project: 1 4N-C- -I'c" [A o i?--i-l S ors iIl?
??t?lbyJic`?t'? IZFzSi?trr?'?'wj_ i ? ?-P?ST?_ --
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work fi•om the current
application:
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
* List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, 611,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** I00-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 1-800-358-9610. or
online at
*** List a wetland tNTe that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, lbrested wetland, beaver pond,
Carolina Bay, bog, etc.)
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) ___ Distance to
Nearest Stream
__(linear feet)
Type of Welland*

List the total acreage (estimated) of existing wetlands on the property:-. N??• _ ______
Total area of wetland impact proposed:-... 2. Stream Impacts, including all intermittent and perennial streams

Stream Impact
Site Number
(indicate on map
Type of Impact* Length of
Impact
(linear feet)
Stream Name**
_ Average Width
of Stream
Before ImEact Perennial or
Intermittent?
-2 ease speci(y)
J -' CLLJ E2r tZt ---UT __ I ! ` 1 ?CZ +I l 1??_t ` 1

* 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 (includclinear feet before and after, and nct los /gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditch ing/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint ibr both the original and relocated streams must be included.
** Stream names can be lbund on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named strewn into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
"ww.usesghv. Several interact sites also allow direct download and printing of USGS maps (c.g., tom,
1N Nyw.lm-1l )11 tl: tit.Cg 11, etc.).
-.--- --_
Cumulative impacts (linear distance in feet) to all streams on site:___ '3b L
Page 6 of 12
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
(if applicable) Waterbody Type of Waterbody
(lake, pond, estuary, sound,
ocean, etc.) _

List each impact separately and idcntit'y temporary impacts. Impacts include, but arc not limited to: till, excavation, drudging,
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, ete.):_tjA
Proposed use or purpose of pond (e.g.livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond:_Il Expected pond surface area:_1?1\
J
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
TIi--LC??2. SI!-t5?'ki'?__73ri?cp+?i'?=
A ? i? ? X12 ?_ 1?=? ?y I??t?triz K ?t?t? c? ?, ?rl ? ???i? alt fz_t , t ? ??;_L ? to v
Pc? ?y?n t < t?s i L. `?Ke0 ? Au--ntV _ ?1Zo?ae-,X - 1-4 61r, - eo 1- -nAV -12 (E VW AN i-) as I2-
t2 L 1 ?? L o Lcr ?t?t?" 3. "/?..?T11TZ.:_l ?1i?5 frtz (??i :7L,
i? ?A-ttp U n?lzlt.%(?, 2:1 1-tc,tr5?na?S?
Page 7 of 12
u?UJIlL_ f11-T4?oL)J, b+ " ?__=?' nil ITrt ',)tcL B125 f> _3, :3?
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving, similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Ally 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
littp_//h2o_ernr_state n_c_?is/ncwetlaiids/strm ,ide.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.
Page 8 of 12
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 1i(tq_,'/1i2c cnr_state.nc,us;'??? e?_htt?. 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):__ 13 Q
Amount of buffer mitigation requested (square feet):_ _O Amount of Riparian wetland mitigation requested (acres): ?
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres): ?:.___
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SIPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the S1=;PA
coordinator at [phone] to review current thresholds 1br environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (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 213 .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify- s 14 " r?
U T
Yes ? No ? If you answered "yes", provide the following information:
Page 9 of 12
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 50 3
2 p 1.5 - -
Total ( -
Zone 1 extends out all leet perpendicular trom near bank of channel; Lone 1 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. 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.
TI"t> ?,2coTVC- IP,4CLUeS 3,35 AC-, 0t T141 'j un L- 1 !S_tT?. i=lirz
IWI?VVk';O'UO' rh"Vulk11LTV0-k)t:C6V*s 1s I, 1q 4t- . 1 4k• -(`l•S Of:- C- <' i?r;
01z F "3 f Ct - -Par tic , r.`tt2-r24?.. , coe- WIF 10( pm lcu?i1?c?? r"(I rS r
XII. 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.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 21--1 .0500) or any Buffer Rules?
Yes ? No 4
Is this an after-thc-fact permit application?
Yes ? No NI
Page 10 of 12
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
"threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage

Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
"Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 1 1 of 12

Ai

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rr.
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PP T)DOD 1-
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MEMORANDUM
TO: John Dorney Regional Contact;
Non-Discharge Branch WO Supervisor;
Date;
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Lane Hoover Road Equipment Shop County
Project Number 02 0978 County2
Recvd From APP Region
Received Date 6/20/02 Recvd By Region
Project Type road crossing
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F14 PV -@)N r 27-5-1 wsly NSW 30,401. F 138
NBR ?- O Y O N r -r-?- 30,401. P-35 F
r-F-O Y _0N F_1 r F_F_ F_ F_ I -
.,
Stream Impacts (ft.)
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q( Q N
Have Project Changes/Conditions Been Discussed With Applicant? Q 1Y Q N
Is Mitigation required? p Y O N Recommendation: Q Issue Q Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional Office
Central Office I Page NurI 1

Date: C l ?6 ka

To: RO Steve Mitchell
?FRO Ken Averitte
?WaRO Deborah Sawyer
?WiRO Joanne Steenhuis
?WSRO Jennifer Frye
?ARO Mike Parker
?MRO Pete Colwell
Triage Check List
Project Name LO C- - ?J NPR U ti mc??
DWQ Project Number 0
County f /i//??'?-?•
From: Telephone [phone]
The file attached is being forwarded to you for your evaluation. Please call if you need
assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USGW topo maps
/ Minimization/a p issues
uffer Rules Neuse,i ar-Pamilco, Catawba, Randleman)
? Pond fill - ------
[:1 Mitigation Ratios
? Ditching
? Are the ??-^ - L, ,., .,u mitigation sites available and viable?
? Check drawings for accuracy .
? Is the application consistent with pre-application meetings?
? Cumulative impact concerns
Comments CCIV? \1 ?t 1') f ^???C ? A, 61V)

1;J?,->`L, > y. ?? G?D ?%-i-i:?C1??'?idC?.1? G'?'?

fix
INDEX
C-/
LEGEND
C -C
LOCATED POLE
LL-/
CULVERT
EC -0
FENCE
EC -OA
CONTROL POINT
EC -1
AND EC -2
EC -3
AND EC -4
R-1
SHRUB
PF -1,2,4
SIGN
SS -I
T HRU SS -3
W-1
T HRU W-3
D-/
SPOT ELEVATION
DESCRIPTION
Cl? () S SING
S U,BL)I VISI01V
(PHASE I)
WEST COAST FUNDING, INC.
WEAVERVILLE, NORTH CAROLINA
B UNCOMBE COUNTY
DEVELOPER: WEST COAST FUNDING, INC,
OWNER CONTACT:
COVER SHEET
PRELIMINARY SUBDIVISION PLAT !/
NOT USED /
LOT LAYOUT
EROSION CONTROL INDEX
PHASE l CLEARING UMTS
DRAINAGE AND EROSION CONTROL SHEETS LZ
DETAIL SHEETS
ROADWAY PLAN
BILL MAR TINEZ
WATERS WEST PLAZA
1.401,310 HOLLY LANE
L UTZ, FL 33549
TEL. (813)940,-7944
FAX (813).*0-vwr,,A9-SS59
rruAL)vvHr rrrur iLL s
SEWER LINE PLANS V U YYl
WATER UNE PLANS
SEWER AND WATER DETAILS
I�VL�(l fi l� L : LVIl IJIIt1GL �`i. liliLll VOLT L'G
Dula
Springs
1
2130 J
Rd. _
2130
\ (.35)
1
k
2122
2123
o
,5n 227E
2122 �
2123
V0$
1003 .09
(.0a) ?�
225E
pP
�i
2121
Rd.
Ch obut
/ 2119
LOCATION ` �A
OF PROJECT
1 �g
\` 2119
Q,e
C
Alp
003
2199
-���
2195 19 1'f'; •25 1003 .10 -�/ `2109
2108
(.05) 2107 1
1003
`sk
210E S
`2105
sE> '
ztoE
LO CA TION MAP
NOT TO SCALE
[phone]
MAP
LEGEND
•
LOCATED POLE
CULVERT
—x—
FENCE
47+763.55
CONTROL POINT
J
CATCH BASIN
TREE
Q
SHRUB
SIGN
WOODS
----------
APPROX. CONTOUR
763.7 *
SPOT ELEVATION
MAP COMPILED BY PHOTOGRAMMETRIC METHODS BY:
GEODATA CORP.
LEGEND
EXISTING IRON PIN 0EIP
EXISTING MONUMENT O
TREE
IRON PIN SET ® IPS
POINT NOT SET O
PROPOSED PIPE CULVERT
MAPPING PROVIDED BY:
PREPARED BY:
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SEAL -
26960
'-•ti M. SAN
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G@oData Corp.
DIGITAL MAPPING SERVICES
104 EAST HORTON STREET
ZEBULON, NC 27597
[phone]
Vaughn & Melton
Consulting Engineers
Park Terrace Center
1318-F Patton Avenue
Asheville, North Carolina 28806
[phone]

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REVISIONS
NOTES. NAD li N.GOpID ms's N0. DATE DESCRIPT.
ADJOINING NAME PIN DB PG 1. AREAS SHOWN ARE SUBJECT TO EASEMENTS OF RECORD.
PARCEL 2. RECORD REFERENCES: D.6.1345 PG. 0738
3$ 3. PARCEL LD. NUMBER: 9753-03-40-7568
stare ~ aatn cord~m auncnmae comdv I WEST COAST FUNDING, INC. 975303407568 D.B. 1345 PG. 0738 4. THIS SURVEY CREATES A SUBDIVISION OF LAND W1TH1N THE AREA
OF A COUNTY THAT HAS AN ORDINANCE THAT REGULATES PINK FOX C M
I.Lloyd RBravn cerllfy tfgl fNs map was drawn under my sup~rrviston fran an 2 MICHAEL D. RUSSELL 975201488364 D.B. 2361 PG. 0634 acf~l surve,~ made under my dlred suparvlslon from rd'erence GeeOs iecorAeA In OVE PARCELS OF LAND. O
Lbed BooK 1345.Paaa738: 1MFtte ratio of nreclslar 3 FRANCES MARIE ANDERSON 975201489521 D.B. 1881 PG. 0363 5, AREA BY COORDINATE METHOD. ~
os cnlculaled by lal/tudes and Oeporluras is 1: f0,00i0r tfpl tNs map was prepared F
in aooordance wiM GS.41-30 as mneMed.wl/ness my alglnalslgroJUra 4 JEAN ROWETT 975201489674 D.B. 2044 PG. 0738 r3S 6. ?HE DISTANCES ON THIS MAP ARE UNADJUSTED HORIZONTAL p~
reglst~o~lon num0er.and seal tMs - day ar t• 5 MARTHA MADDEN ROHRBACK 975202580745 D.8.1465 PG. 0691 GROUND UNLESS OTHERWISE NOTED. ~
i91 7. BOUNDARY SURVEY FOR PARENT WAS TAKEN FROM A PEAT T
Surveyor 6 DANIEL PAUL STRATTON 975202592017 D.B. 2052 PG 0395 DRAWN 8Y HIGH COUNTRY SURVEYORS DATED 1~3~99.
f95 8, RIGHT OF WAY FOR PINK FOX COVE ROAD (SR 2121)
Reglstroflon Number 7 KENMORE ENTERPRISES, INC. 975202583998 D.B. 2397 PG. 0617 ill IS 45'. SEE D.8.1607 PG, 0569,
S CHARLES E.. JR. AND LUCINDA J. BALL 975202691431 D.B. 2170 PG. 0464 9. FOR CAROLINA POWER AND LIGHT RIGHT OF WAY 164 B. 14 4 P . 0 04.
SEE D. 3 G 7
9 JULIAN J. AND CAROLYN C. RICE 975202597859 D.B.1373 PG. 0157 10. THIS PROPERTY JS SUBJECT TO ANY OTHER RIGHTS OF WAY, ~7
RESTRICTIONS, OR EASEMENTS OF RECORD.
10 MCGILL ASSOCIATES. PA 975303401079 D.B. 1928 PG. 0097 97 I1. KENMURE ENTERPRISES, INC. HAS RETAINED A 2' WIDE STRIP
OF LAND ALONG 1TS EASTERN BOUNDARY LINE AND 1S
Sao VERN AND SALLY J FELTNER 975201493601 D.8.1802 PG. 0642 42 VICINITY MAP THEREFORE THE AD101NER OF RECORD. SEE P.B. 59 PG. 35 AND
P.B. 60 PG. 71 FOR FURTHER INFORMATION. NOT TO SCALE
S7oFe ~ Naih CarWlno 12 WAYNE 5. AND NANCY W. LEININGER 975201493364 D.B. 2326 PG. 0526 X26
Cournyot 13 EARNEST AND M. LYNN PINTER 975201494172 D.B.1728 PG. 0543
1. Reve~v orrrcer or couray,oe,~rry rnor me ,nap 43
a p/at to wrecn tNs oerNi~aallon is aiflxed meets all statutory requlram~eMs to recadlnp. 14 JENNIFER JACOBS 975201486734 D.B. 1833 PG. 0176 r'6
Dore
ReNew Officer
The forepofrg certiflaAe ~ o REVIEW OFFICER of
Cau~ryis certffled fo be correcP. Presented for repIat~aBon aM remrCed 1n 1Ns ~fke In BOOK OF MAPS P.eGE -_,tNs the _ Ooy of 20_ EXISTING IRON PIN OEIP
Ql ~Q~OCK EXISTING MONUMENT C]
TREE
IRON PIN SET olPs
POINT NOT SET 4 M~
CONTROL MONUMENT ¦
IPS W/CAP
ROY M. ROY M. AND pEBORAH Y. FIELDS PHASE LIMITS
1~ ~ T 8 975202692830 PROPOSED LO NUMBER Z
i' i D.B. 1134 PG. 0043 CONTROL CORNER • - ~ ~ J
i Z O
JOHN G. SHRAM ~ DERSHIE B. MCDEVITT i ~ fY ~ ~ v 4 ~t
975304613437 975304610036 r ~ ~ ~ ~ U
D.6.2052 PG. 0220 D.B. 1906 PG. 0081 / J
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HARRY S. AND CAROL U. ACCORNERO JULIAN J. AND CAROLYN C. RICE i .Att>iA / ~ KENMURE ENTERPRISES INC. v U
975300520185 r 975304506521 0165 A r ; ~ ~ I 9752O258$b48 w
D.6.2062 PG. 0795 ~i D.B. 0957 PG. 0393 W OQ ~ D.B. 2397 PG.O617 z m
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5 ~ a~66 AC. ,
W 0.s~o wC. ~ oso ec. I
~'t f 1 +QF OS4b AG ~ 0.511 AC.
PHASE7 SL g~ ~ +4 \ 6 I I `mil
~ 0.8U9 wC. 0.MJ AC. FHASF 1. 39.682 ACRES / ~ -
15.049 ACRES Y j l GIN AG
~~I-~ m°re A'~ ~ ~D ~ 1 I~ I ~ 0.5 G c a ~ o.czs ea ~ eo a>ta Cor . o.6Ea Ac. • \ a.~m Ac. ~ ow99 Ac. ? p
~ f/ DIGITA! MAPAING SERVICES
~ ~
\ ~ 0,6E6 AC. 0.606 AC' ) i \ / ~ 104 EAST HOATON STREET / ZEBULON,NC 27597
I - /~`C,--.,~ ~ (919f269-5744 ~ 0,(99 AC. i ) I
0.679 AC. 05 ~ . 0.605 AC. ~ ~ , 0.500 AC, . ' I / -7_.
'I ~ I € XI I ~ ~ Obtb AC. 0.676 AC. ~ ) ~ \ / 3 ~ a 0,60E AC. /
PROJECT SUMMARY: ` ! ~ s ~ i < ' ~ a~«~
' 0.58E AC 0.606 AG I ' ~ r • •
- PROPERTY UNE LOCATION lS APPROXIMATE w: i
- ALL ROADS WILL BE PRNATE W ~g ~ AO' ~ ~ \ \ ~ / OHIO AC. 1r ' \ Ob96 AC. ~ ' 1
- TOTAL AREA 68.32 ~ Ac. ~ ~ i osae ACl~;~ \ : 2 606 Ac. KENMURE ENTERPRISES
- PHASE I PROJECT AREA 29682 f Ac. FRED A. BLACKWELDER ~~=~G
- PHASE 2 PROJECT AREA 15.049 t Aa 975300367876 a \ ~c i i D.6.1131 PG. 0269 6~2 30 -PHASE 3 PROJECT AREA 23589 * Ac. ~ ~ - NUMBER OF RESIDENTIAL LOTS: 66 z;' ovice.c. ` ~ , osn osaa AC. ` 975201487327 6 O _ ~bo.696 Ac. Middlesboro,
a D.6.1954 PG.O4Ob ? ~o Ac. Ac• 1, ~ ~ Kentucky
~ ~ OS00 AC. I I 606.248 6600
- MINIMUM LAT S1ZE: (LOT !)16982 sq. fL ~ Greeneville,
-MAXIMUM LOT SIZE: (LOT 30J 4/377~sq. ft. x~E b9 a 61 0.569 AC. "c• ~1 ? Tennessee 61 Ob7i AC. ~ / ~
- LENGTH OF PRNATE ROADS: 5678 ff. 5~, 3`~ ' ~ ~ro a>~s 0.95 AC. ~ I l 1 423 b39 9271 a ` i. I I ~ A /
-MAXIMUM R0.40 GRADE lS l8% a`~ one ~a v~ p' ~ Asheville, I ¦ North Carolina
- SUBJECT PROPERTY lS ZONED R-2 60 828 253 2796
- REEMS CREEK GOLF CLUB SUBDNlS/0N l5 ZONED R-I ~ 0.615 AC. ~ i"'\ Copyright ~ 1998 Voughn & Melton ~ 1 1 AIIRights Reserved
ALL OTHER ADJOINING PROPERTIES ARE ZONED R-2 g~ 58 - I i
- ALL PROPOSED ROADS TO BE !8' PAVED P601 r osm mac. i`~ O f 1 ' I\ ~ 1
- ALL ROAD RlGH7'-OF-WAY TO BE 45' DRAWN: ACC
- CUL-DE-SACS TO BE CONSTRUCTED WITH 35'RADII ~ - - - _ ~ CHECKED: LDB
- RAD!l FOR TRANSITION INTO CUL-DE -SAC /S 35' ` ~ NAID 83 N,C, GRi~ JOB N0: 30067-01
- ALL RADII AT INTERSECTIONS TO BE 3d
- RlGI~lr-0F-WAY AROUND CUL-DE-SACS TO BE 50' ~ ~ SCALE: I'=200'
- DRNEWAY RlGH7-OF-WAY TO BE 45' ~ DATE: AUG 4 2003
- SEE EC-0 THRU EC-4 FOR A11. STORM WATER AND EROSION ~
M. MAYS
CONTROL ?EMS KENNETH A. AND ANN M. MAYS GRAPHIC SCALE SHEET TITLE:
- SEE SHEET R-I FOR ROADWAY PLANS 975201392954 zoo o ioo Zoo aoo eoo PRELIMINARY ~65
- NATURAL GAS, TELEPHONE, ELECTRIC AND CABLE ONES D.B. 1422 PG. 0165 SUBDIVISION
WILL BE INSTALLED UNDERGROUND
TION: - CONTACT ER. WEAST COAST FUNDING, INC. C/0 BILL MARTINEZ FOX LAIR CROSSINGS SUBDIVISION PI f IN FEET )
PRELIMINARY PLAT PLAT I Inch =200 ft. SHEET SHEET NO:
ENGINEER/SURVEYOR: LDEWAYNE BROWN, PE,PLS 2
ORWER,,* WEST COAST FUNDIA ~DING, INC. OF C-1
121

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/ ~ r/ ? ~ ~ / ' ~ ~ _ , ~ ~ SILT FENCE SEE DETAIL -sF- ~'~I
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r'k- ,i ~ ~ ~ r , 1, ~ ~ \ _ / f 1 1~ ~ it ~ 1. ~ , , ~ - ~ j , , , I ~ N I r / / ,/N . , ~ I ~ ~ ~ 6
I i; / l ~ ~ ~ j 1 I i ~ ~ f ~ / (fig ,X i j~ , / ~ / r r / , ~ , ~ > , , , W I- ~ ~ , , ~ ; ~ ' ~ i % ~ , ~ ~ ~ ~ ~ ~ , i PROPOSED ROCK CHECK DAM ® l~, IMiT ~ ~ / i ~ _ 2 i r i N ~ C A81b~ tr S , ; , , ~ ~ ~ >y 3 , ~
;l%~ „r~ f i~ 1`O i ~ ~ / ~ ~ ' ~ , ~ , j I ; i ~ ; I ; ~ CUT LINE PROPOSED ~ 1`
A 5 ~ i ~ I I f ..~.1 ~ ~ V ~ ~ 1 i iA ~ ~ / ~ i l i~ l,~ f ,f ~ r' ~ r f ~ / ~ / ~ J i . , ~ ~ ~ ~~rl ~ ~ i I } j ! , ~ ~ SLOPE LIMIT LINES ~
~ ~ ~ ~ / ~ -2~ X3.14 . I$ PE,' ; I ~ E-~~ , ~ 1 ~ ~ - ~ ; ~ , ~ , ~y~,, r . ~ - ~ ~ ' / / ~ ' a5 / 1.._ ~ , l r~. r ? ~ ~ ~ I ~ ~ ~ FILL LINE F ~°I , r ~ , , / ~ i ; i t ~ (UNITS OF DiSTIJRBANCE) , ~ , , I I , f ~ t ~ o
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1 V i Y~ i *I ( i .4 I I _ l ; , , ~ _ ~ ~ GRAPHIC SCALE v ~ ~ ~ ~ ~ EROSION CONTf~OL
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_ ; ~ 27 ~ ~ _ I _ _ - 1 , \ _ ~ , ~ _ , , ~ - , ; , . - : ; , . , , ; _ ~ - PROPOSED SEDIMENT TRAP SEE TABLE I
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8 - _ _ % , , ! 1 ! ~ ~ ~ ' / ' ~ ~ ~ _ -X530-' _ ~2 - 520-- / _ ~ I.,, i~ _ ; - _ I ~ ~ r ~ ~ - - , , I % ' ~ ~ ~ , Fi T Og, F. :O ,2~ ag~ ` ~ ; ~ ~ - - ~.A1~ Copyright m 1998 Vaughn & Melton ~ ~ / ~ \ - ~ ~ ' ~ ~ / i. ~ ~ ~ i i2 \ All Rights Reserved
/ , . ~ a' ~ _ ;,,r ~ ~ _ ,J l ~ , ~ / SLR' ~a~~/.~ ~ \ _ /
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i .1 _ F.. " - _ - - / - ` l ~ - - II i; , - ; - = ~ , - ~ _ ~ ; ~ ~ , , ~ ; ~ ~ ~ ~ - CHECKED: LDB
- ~ / i ~ --660- - - / : _ /2 _ ~-i i 1 ~,`t` ti r. ~ ~ 50~ ~ r _ . / / ~v / ; ~ , ~ ~ ~ _ ~ - a - -yc - ~ " o, , ~ ~ JOB NO• 30067 . ,
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1 \ ~ - ~ "i - _ ~ ~ - ~ I - - _ - ~ ii ' _ , , - / ~ ~ / ~ ~vvv ~V~ - / , _ ~ / „ ~ ~ ,S _ / - , 5 ONST. C~- I T PE' t _ ~ ; , , , % ~ - - CA I -50 _ _ - - G80-' _ s'~ ,r N , - i ,fir, , ~ / / ~ ~ ~ ~ _ . , _ _ r- r" _ ,FRAME TE A D ~N _ . " , -
_ - - ~ _ , - _ - - / . / - X64 ~ , , ~ ~ " , ~ ~ , ~ / `b, e~ t t~~ ' ~v ~ ~ , ~ , -TT _~.T~ 7 ~ , , - ~ D , , - ~ ~ - ~ - \ ATE. AUG 4, 2003 ~ ,
. i-.-_ ~ ~ , ~ ~ A ~ ~ ~ - , ~ VA „ ~ / l~ ..c, 0' 8~~ ~ .~i_,._ - '`=,~IFJPI'-~~ EARfNG ~k. I'fS ~ / ~ _ ~ ~ ~ -
, A , ; , / - , , , r - _ , _ ~ _ _ - _ SHEET TITLE:
- ~ S1 r 1 - - , \ t _ - _ - ~ ' _...-t-- , , ~ ~ ;2 / ,
, . / <D - - _ , ; . - - , ~ ~C , - ~ - ~ , , , , - - ;
% - ~ _ , ~ _ ~ , r - ~ _ - M1h~~. , , ~ , ; ~ ~ - ~ EROSION CONTROL
141 i v yr - ~ PLANS
0 - ol~ _4
,
J: ; a, T 2~450' SHEET SHEET N0:
LO C) l ( `
i 8 ~ ; 71'1, v ~ ~ ~ %t ~
l 2460- ; I IJEC-72
2560-7 21
b

~ ~ 1 ~ ~ ! SCWULIEN TIMpTHY G
~I~ , ! ~E X. Mh\. 1. S ~ a~ Sf0 DITCfI TEMPORAt~ PIN; 0841-06'28-8991
j' ~ I ~ r R ,~.2. ~ 3. 1 ' . DI E SIO DITCH PARCEL ID: 628-01 ~-DD71
a`~o a 3 ~j t~ 'pICKE~SON WILLIAM & EE'GGY ~ r ! ( PIN: 0841-05-18-8 85 / ` ''`iny: ~ f33 . ! D.B' 002978 000613 , ; A,.... ~ ; ~ ~
o 'I', r f PARCEL' ID: 627-0}``-OOy I'; k ;'E ~ ~ -RAP CG SSIPATiIR P ~D7 j P,B,~ DDD114~00008~
y ~ D.Q. 11 g1 /0007 i~ l; ~ ~ ~ l`~ 1' ~ / ~ ~ _ USES VACANT INDU TRIAL''•, ~ TREE PROT FEN ~ , SP-G ZONE- I-2 TEMPORARY
O v ~ ~ . ter,.. ' o ~ P.B.. 0014/0008 • . _ ~ . ' . RIP-RAP~~4PRON ( ) ~ F J-B WATERSHED ' ~
~ I USE=`-V{~CANT '7 A ~ _ _ _ N ZO - E R 0 , 2 . ; ',NEUSE. RIVER BASIN ~ SIL'1• F E COB. }
Site F _ ~ \`1 o - / , ~~/J B W,4T~RSHED,:' :.f . 1 \ ~ ~
~ NEUS~"T21`JER. BASIiJ r" `,C , , , - , ' / (n W 3 , PR
, e - ` ~ - L l ! N ~ ~ 1 ~ i ~ a \ X a = C ^ ' ~ ,k.- DIVERSION- H
' ! } R,efererice: at Book/120 ' ~ ~ / ~ ! PERMANEN
Z ~ P,9 • ` 4a ~ ~ ~ r ~ RIP-RAP ME (PERM.) ~ ( ~ jti , . ' . c
W ~ / / 1` ~ ~ ; ~ 14 ~ t`~
~ o ~ ~ ,~v o i ~ DICKERSQhJ, WII~EIAM &,PEGG~ . ~ ~ i ~ `GRASS ANNEL (PERM), t;_ A I . NI REDUCTION (,BASS V CN ; or ~ '~-RAP,FLUME ( ) 1 ~ A""EL (PERM.)
D / To ~ PIN: 084 ',0 ' 18-9 10 F` 5 UR , . , ; ``q ASS uMED,"~2.0% SLOPE ~ 1.5$ SL'f)PE, 3:1 S.S. 1 , . ~ , w 4' BOT KfOTH, 3:1 S.S. 1
NA o ~ , o ~ ~ ~ , ~ ` • FARCE i~. , ~~-01=ooa \ r ~ , ' ~ r i n
~ ~ i ~ ~ ~ ~Y~ ~ , ~ ~ jt D.B. 1183/Q. ~8 3' ~ , ~ ~ 8' IMDE'1EARTNEN DANL ~ti,
N i ` r ~OwAY ro'~. , ' P.B.... D-Q14/000$,; I' I i i f,,,,,..., . ~ L.F j~, 1 4' X 4' YARD INLET ~ =f ; . ~ ? : } - ~ - R~ 0 1 INV 3,63.0, RIM 367,0 ~e
SiR Wq ~ ~ ~ ~ fEr KF F ! ~ ~ ~~USE- VAC NT 1 ,i ~ ~'t S.~¢ f ~ TOTAL D.A.= 3.2 ACRES ,
i`~ ~ `BONE- ~;~0 ~ I ~ ;l.' . `f ~ " ~ ~ ~ 1 Tc= BO MINUTES SIP-RAP FLUME (PEHIrI)- ~ t I 1-10YR= 6.13 IN HR ~ ~M, ~i Z~
i~ I ; f~J~~. N(A`TERSN~E~ : . \ ..';I~. i , ~ ~ ~ ~F, , , \ ..GRAVEL PARKING LOT , ~ RAT(oNAL c- 0.75 Ph 19i9) 8UB-5082 FOREBAY (PERM.)_ ~ _ _ ,
~ ! `r I ~ ELSE -Rj~~i~1`~ S~SIN ~ n _ t ; 3 1 ~ - 1 ~ ~ % 1 I . r' ~ ~ 1 4 fOIR 14.7 CFS~ F~4 ~ r o Fx (9i9) 80B-508$ ~ EARTHEN WE1R (P M.) v ~ I CAP~4CIlY OF 15" ROP ~5.7491r 16.8 EFS
Vicini Ma 1 -700 ~ ~ ! W , ~ ~ ~ _ ~ p ! ~ ~ ! ' I (SASS LINED, CREST .360:0, ~ . _ € ~ a ~ ,PIEDMONT COMMUNICATIONS Cp o~noo P.~
i ! € ~ ~ ~ DO.~~ B PIN: 0841-05 28 2117 ~ ! ~ - - 0=12', L,~~~S'S.= 3: i I ~ d I t ` ' ~ PIN: 0841-06-28-6488 ,
- - AR Tax Map 628 01 004A i i , o ( ! ~ , ~ ~ ~ ! SP-G \t. ~ . , -"812 ~iI , ' WET PGN1D k OUR T SJRLICTURE " t` ",PARCEL ID: 62g-01-004B
! t ~.i m o ~ (Ni>ROCEN RE~u~fl j (PERM.) I ~ X11 1 I ~ - + D.B. 1497 0375 E (PEAK FLOW REDUC ON) s
I k,,i~ , ENCHMAC~K ~ (srlsaENDED saro REDUCnoN) ~ i ~ P, B. N O DATA SOU N D o ; , r,,
' i ~ Nail in 1 ~ Oak: ~ EROSION CONTROL KEY (Tt ,i ° ' ~ ~ ~L=~80. 2 r-'.r-~'. ~ A U,SE- COMMERCIAL 45 x PROJEC 6ATA _ %
Q ~ ,r ~ ~ ~ ! IG. X ~ I E ~ . ~ fX. ZONI ~ LIIP)~~ii'~ ~ n I , ~ 14~. ~ ~ r ~ ° ' BONE- I-2 & 1-1 o $ -PROJEC AREA- 3:35 ACRES i,; ;
l < ~ ~ Ex optRn uNE N 88'01 ~ E l.... • ,I . ~ i 3- CONTROL ~ ~ o , ~ ~ ~ ~a n ; OWNER EAftC J. LATTA AND_O.M. LANE ; F~J-B WATERSHED w ~ _ _
TREE PROTECTION FENCE rt; ~ ~ ~ 2,93.44', ~ , ~ ~ ' , ~ ~ ~ I ~ - - - ~ ' N i ELISE R VER A IN ZONED 2 B S - ~i
j r I VEGETATION ~0 REM~N IN TNI ' ``6 ,:3~ , l B .1 Q' , ~ o ~ 1
DO NOi DI Tl1~ x } 1 j` ~ 40.Q ~ + EX ZONE 1~ - i SILT FENCE , I ~~e PROJ`cie~y \ r ~ ~ ~ _ \ I,..., , RIP-RAP PLUNGE P 'k GRASS tEYEL SPREADER•~pERM.J
EX. TREEUNE ~i P i ` t , , , ~ " I ; ~ 9. W ,~-~.F.
, 6 x x ~ 40' eur~ERi (etc s vncwr} _ M _ _ ~ - r F1LIQ? FABRIC.
SILT FENCE OUTLET n - _ - _ - I n ~ jf ~ .-T"` ~ 4Vrar~ded ; ~ m TREE PROTECTION FENCE , w j~,. i ~ ~ GARAGE/SHO - ~ ; ~ \ , F GRAVEL PA KING LOT - + ~ ~ ~ ~ ~
1 ' r , , DISSf~ATOR A~ERY.y) ~ t ~ j (TEMPARARr) ~ ~ _ \ DV-0 i - - ! I~- a _ SD10 4,750 S.F ~ 0 ~ , ~ :RIP RAP Fl.UME PERK - ®~C E g s
DIVERSION ~ L zo, ~ f4, O ~ ~ ~ ~ 3D13 rD~ ~ aso~r2"~'~'- ~ i SP-6 ~ ~ ~ ~
DITCH PLUNGE POOL FOR 36' R(~ " ; ~ ) Ex TREEIINE L=f~; w= rz; D= 22; ads' l ~ ~ . \ ~ A" 43
.I ; ~ 12" DEPRESSION EL X45.0 m o ~ ~ ~ . rte. ' ` STBNE Bl7tNf EL. 347.5 0•T S B TIMBER EDpNG (PE M.) . ' . ~ ~ l i OFFlCE ~ l~ °
GRAVEL ~ ~ ; l 3 ~ ~ , - A...~ ~ ~ . Q . X W ~ - SOCK ECK DAM PERMANENT ~ . ~ ~v, . ~ X. 1REE11NE ~S°
CONSTRUCTION ; ~ ' R0 K CHECK DAM ~ ~ : . F. -6 - ~ 1- L F~IG~ I GRASS LM~D NCY SPILLWAY - ~ : ` 1500 S.F. ~ ,I ~ k,
ENTRANCE N. ~ y o . 0 ~ ~ saa "1 `~W A CH PERM. ' d ~ ( ) 38 L.F. 15" RCR OJ2.1% • ~ (NI BON) , ~ aTA sinrm, 3 SLDPE ~ DIVER ION DITCH;.....
~ ~ ~ 24' DE GRA ` RIVEWAY P ~f~ 1 ~ D a O 4' BQT. N1DTF1, ~'1 S. Y s>-' I ~ (PERMAN T)
ROCK CHECKDAM , 0 ~ : u~-~' Rim i ~ 5 . .In ~ 1,6 ~ r I ~
~ ~ _ ~ BUC iARr SEMER Inv. X1.63 \ ~ ~ S ` ASS ~ ANNEL PERM. +
_ > ~ , a ~ ~ ~ ~ " P 5d i RY SEWE ®;9.14 X251. 5 L.f 8 H;, ~ ` WATER (NITRQG`EN REDUCAgV) -
~ X i , CR~$S'~uNED, 2.0% SLOPE 7, ,L. , F 8"'$•S. 'p'~ 0 3,~~~4T. N1DTN, 3;,1 SS
X. SSMH a W ~ for waf E°s t _ - 4 .N, ' ~ 25' ~t f Duyham So 3 ~ I 74A0' ~ ~
lnv.ln364.7a' 361.4 3' ~ \ , ~ ~ RD a' ~ 1N~ IN 355.53 ,
Inv.0ut364a64 ~ '`ti INV. NV EROSION CONTROL CONSTRUCTION SEQUENCE li , , . • ~ \ `•3656 INV.QUT 355.43 _ - " / ' I -"2 ZQ~ E- ~ ~
12' 122 Lf. 36' RCP 0 1.OOX , iNV.OUT 344 \ ~ ~ r ~ ° I ,
PART ONE- Before Pre-Construction Conference ~ ~ ORAVA I MM. ~ , ` 8" W,L `COB. ~ . NE , . , ~ , ~ 1H . ' Alki
' 12' W LNr6 ' ` ' ' ~ ti. 1.1 Obtain a copy of the approved Erosion Control Plan. ~'6 GRA~L x" i , , ~ ~ ~ rn
. RU TI 1.2 Install all Orange BaRicade Tree-Protection fencing and notify Protect Engineer and Durham County Eroson and Sedimentation 1 r' ' , ~ ~ LL c~
'F.i ~ - Control Officer when G !s completely installed for inspection. I ' 14.0' VEL pR1VEMh1 ~ ' , a ~ x ~ - ~ I f.
i (it]PpPAr71~ ' ' 820.0 ( ANENT); ~ 1.3 Do not disturb the site. ! ! ~ ~ .~F ~ • ~ ~ ~ y = Ql
~ _ ~ k ' .1, • o ~ \ ~ , , ~1 !.A 1 SILT FEN ( >7 ~ ~ ~ o
•1 ite PART TWO- ~ 70`. A12 ' n nference at S Pre-Canstruda Co A ` 81L E E" ~ . I2 ~ ' as . \~1 ~ nay PaoTEC>kw F~NaNc . ` ' 2 w
Q • ;F ~ Bas ~ . ~ 2.1 Contact all parties interested in attending aPre-Construd'an Conference in order to sdredule a date that al can attend b dreareathe 3 ~ fNtET PRO ' iEtIP SIL „~'E ORARi' ' ~
project and erosion control plan. These indude, but are not limited to the following panes: Project ovmerorrepreserrtetive, Duham EXTEND T HEAD ALL - , ' e r 919-806-5082 or 919-451-0719 Gredin contractor, afDurham , v3P..6 NVLET~ROTECTION ~ ~~6 \ ' c1xuERr w ''x~?AT10M to aarw N nra Aril ~ ultrs aF;asTURBAI~E W = ~ TAL = 49.. ACRE RIP-RAP ~ DO NOT D1snIRe ~ w ~
County Erosion Control Officer (919560-0739), Protect Engm e ( 9 CriY Ek ~w ' Engineering, Utility owners, etc. ~ I - 0 S=4" SQU YARb INLET PERU, ~ r~ Ls~ D, w 1. 1 ~ ~ 1R=• 4.x'4 IN D- 30„ ~d51~-1~"~ i`°I'' ~ Q
x ' TREE PROIECnoIV FENCE , ~ . 18 r~ ar , t 8 ~ ar , 110N ~C~0.679 , r J I ~ J w
2.2 Notify all interested parties of the agreed upon Pre-Construction Conference date and time. Albw at least one week of notice before ~ j' ; - , INV IN 34x3, INV SIT 347.? (T RIM 351.5 the scheduled conference so that all can attend. ~ ' ~f0 Ook E • . _ \ ~ ~ ~ _ ~ . ~'OTAL PARCEL DATA ~ Q. ~ i d ~ _f.~s~,. ifi ~ ~ z
~ ; ' 9A~',~ - D.A. TO L~L- 3.04rAfa. '~,,r I ~ t7 i ~ TcTO'~YL= 1Li IQNl11ES~~ v ~ \ ~ I f~ , \ . ~y~.. , 1T0~'AL ~AR`CEL AR`EArt 13.0 A"CREW W o
2.3 Attend the Pre-Construction Conference to discwss the project and the erosion control plan. The party responsible forthe installation ffC ` ~ ! i*101R,,T0 Y.l.= 8.13 pV R and maintenance of the erosion control measures should become thoroughly familiar with the approved plan before attending the ! , I _ \ ~ COD, / 10.0 NO 1. J BUILD . E , ,,V r.- 0-~VN~R- :EARS. J. f LAT~fA AND` O.M`. LAND ~ ~ ~ ~ .
1 ape RA11Ql3IAt }C TO Y.f. 0.30 ~ ( ~ pre~,ronstructian conference. ~ 5"~la' le ~ Q-~10}~°TO,,Y1.= 5.6 CF,S , P iREELN+<E f ~ ~ ~ ~ ~ r D \ \ ~ v, ,\y~ y _ I ~ o ~ ~ , A / PIN:; 08,41-D5 2$-2117 r I ~ ~ Q z
2.4 Install a rural type mailbox marked "PLAN BOX" at a convenient loai!on near Hoover Rd. on the left side of the gravel oonstucion \ ~ \ , , ~ I /PARCEL ID 62g-01=004A.~ ~
~ ~ ~ ,TOTAL' D.A. rT0 38' PIPE= 14.94 ACRES entrance (as fadng the project site) shown on the plan . This will provide a dry location for keeping a copy of the approved erosion cordrol 18.0' STORM DRAINAC£'ES6~T. ; `t ' N r~= 1f i~INUTES.. • ~ ' \ p
' f r the erosion control officer to leave co ies of site re tts for the Owner and Conbador. The on the r } ` ~ ! ~ _ ~ Ian on srie, as well as a place o p po ~9 f . ~ - p ! . i w . ` ~ „r V£~TA110N i0 RENA~1 MI;~S ARE~% ; 1-lOl~t- 5.95 IN/!IR i",,fir. 2 D I~ \ \ ~ ~ 1 Maple r' ~1 W O ; ~ ~ , i \ D.B. }512/534 P.B: 12040 R STRATEGIC MATERIAL INC ~ ~ 20.0 t ~ r
Ian box should be raised b the Erosion Control Officer to inform the Owner and contractor that there is a report in the box. ~ ~ ~ ;a 18 RAT10NAt- C= 0.38 P Y j p DO NOTDISiURB • ZONE 2 t~TOrR= 33.8 c;~s _Y CURRENT USE- VACANT; ~1 PIN: 0841 ~06~38-.0213 ~ O N V ZONE 2 1 \ f „"4 \ ~ i I
I ~ PX. ' CP CAPACITY OF 36" RCP O~1.0~ 66 ~6FS ~ ~ ~ ~ PARCEL ID: ':,628=01~-004 r Z0~1E-;~I-2 AND ;f-2 D ~ a Z ~ , ~
PART THREE- Installation and Maintenance of Erosion Control Measures I ~ ! ' `lrrv. 1".2 S' ARE 00. JUNCDON,80X PERM. ~ } , ` ~ } INV. IN 361.1 - ( I ~ i D.B. 02066/00832 E J 6 WA~'ERSHED I = O ~
in ro'ect b installin the ravel construction entrance and eta in the installation of the two drivewa culverts. These are the 60" ~ I ~ rA?' INV. OUT 3 j4 MOODED AREA i 31 8e9 P J Y 9 9 9 9 Y i ; ~ P.B. 00133~0~088 ~ - ~ , I W NEUSE R14lER BASIN ; usE- coMM IA 0 ~
" ro 'uction box and acct inlet that b sees the otfsite dra' from the 1 ~ ~ `t CONC T W `365.5 v,. rcp driveway culvert and headwalls and the 36 p,1 Y YPa ~ cortwrg 9 ! ~s ` y, \ 30" culvert at Hoover Rd. Once these materials are on site, begin clearing along the driveway and 18' storm drainage easement and work ,T6 % P CEILVERT ! ; ~ ; ~ ~ ERC ~ W ~
the badd~l material for the culverts. Once TOT D = 11. t I ' I towards the main part of the site and determine the location of the cut area that wdl provide k 9'v!\CRES ( • , j t ` \ N r1.. ' 1 1, ~ ZONE- I-2 Z w w . \ i i ~ F J-B WATER H ~ ~
in m 'ust bebw the 60" advert and Tc= 10 1ES ~ TEMPOk sufficient machinery has mobilized to the main part of the site, remove the ex!stmg 18" cmp the strew 1 ~ pP ~ , TREE PROTECTION FENCEt A?~ stabilize the resultin disturbed area with straw and seed. Be in installation of both culverts as soon as possible and complete the h10YR=r 6.13 iN/HR ~ , ! ti Q ' 4"Maple ' ''t•,, , \ ~ , cr~ \ ~ , ~ W ~o ' \ , NEUSE RIVER BASIN J d O
9 s sable. As backfillin gof the culverts be ins install the sift fence at the entrance and exlt of the RA11014A~i C= 0.40 ( , ~ 36' RCP 8 L.F. ~ ``4 installat!on m as short a bins interval a po g g " j I ~ ~ ~ - I , ; \ l
60" culvert and at the exlt of the 36" culvert. Next, be in installin the remainder of the 36 ' ' and two box stnx~ures and iwtal inlet 0-1018= 29.E CFS 6 ~ ` ` 9 9 PrWn9 1 ~ I I I ' ~ I~CfTAnOM'i0 RE6fAW W TdS AREA` 1 i protection at the yard inlet. Install the plunge pool at the exit of the 36" rcp and the inlet and outlet ritxap Goings at the 6lY' rcp. ~EK ~ti' ti(7 $ ~ n• ~ ~0 NOi DiS1URB ~ ~ ~
~1 i X , ~ ~ I
3.2 As the clearin roceeds and the main area of the site is accessed, be in in~allin the 296 Lf. of 15" rcp that bypasses the ortsite j,, ~ m NEUSE RIVER INTERMI>'TENf TRIBUI•ARY t ; • 9 P 9 9 't ~ / f' ~ .Y I I ~ ~ : ~ .
drainage from behind the proposed building. Once the flared end section of the 15" bypass piping is installed and before any grading i ~ 1 'RIPARIAN $1R AM` 4. ~ rwrhiie iretaN the remainder 00 E BUFFET? / commences, install the remainder of silt fence and sift fence outlet below the permanent detenton pond. Maa ( ~ , I , ~ ~ ~ r ,
CONTROL CORNER EACH,: SIDE OF BTREAM BANK ~ 4 , of 15" rcp and build the yard inlet at the upper end and constn~t the permanent diversion ditches at the top of the ad skrpes and divert the \ '
offsite drainage to the yard inlet. Immediately stabile the diversion channels leading to the bypass inkt ensuring that sedimed does not contaminate the bypass runoff. Install any remaining silt fence and temporary diversion ditches.
3.3 Inspect all measures and make sure they are functioning as intended. Ensure that all site generated runoff is directed to one of the ' sediment control measures. At this point, the site should be protected from sediment leaving the site. Next, begin the earlhrrrovig 40 o
operation and start bringing the driveway up to design grades. As the driveway grade is broughk up, begin stabilizing the fiG skrpeswGh 0 40 80 120
straw and nettin and ress seed in order to minimize the erosion of the drivewa fill slopes due to prolonged exposure. Begs 9 9 Y constructing the earthen dam and ensure that the compaction of soil in and around the dam structure is performed to spedficatione. z 0
Scale Scale 1 = 40 F
3.4 As the eatthmoving operation progresses, inspect all sedimentation measures after each rainfall event to ensure that no sedmerds
leaving the site and that the measures are operating as intended. Clean out the sediment from the measures as necessary to ensue tltat they continue to perform as designed. Add measures if needed. 0
3.5 As the cut and fill operation of the main site nears completion, the detention pond outlet stnrdure should be completed and the eartl,bn dam and pond brought to final grades. As soon as the detention pond outlet is built and the dam can begin impounding mnoff, install irtbt _ ~
protection at the pond riser and direct all possible runoffto the detention pond so that it will begin serving as a sediment basin. At the Seeding Schedule for Slopes 3:1 or Less ZQ ~v
same time, complete the stabilization of the bade side of the dam. As soon as the back side of the dam is adequately stabilzed with a FaU/~nter/Spring Temporary Cover August 15 -May 1 good stand of Red Fescue grass (used specificaity for sopes greater than 3:1 that will require little maintenance}, install the rip-rap plunge Oo ~a
pool and level spreader . Next, the gravel parking area should be brought to final grades and the timber edging installed at the same time Lime 100 Ibs/1000 sf
the grass channels to the pond are stabilized with seed and tacked straw where shown or just seed and straw. The temporary lining in the 10-10-10 Fertilizer 25 Ibs/1000 sf channel bottoms helps to minimize scouring and encourages grass to take hold. Install the rip~ap flumes at the breaks in the timber Oot Seed 2 Ibs/1000 sf o ~ tz z
edging. Ensure that filter fabric is laid down properly before the rip-rap is placed in the flume excavation. The channels that don't receive Rye Grain Seed 1 Ibs/1000 sf SITE AND EROSION CON NOTES: :s. Senior En I r
asphalt tacked straw carry little runoff and can be stabilized wlth only straw. Strow Mulch # 100 Ibs/1000 sf 9~
a. The tree protection fenceprarla the limits of disturbena imits of disturbance. ~
PART FOUR- Site Stabil¢ation Srxnmer Temporary Cover May 1 -August 15 b. All tree protection fencingort this project is required to t sect is required to be installed and inspected before the Ong permit is issued. All
4.1 Graded slo es and fills are to be looted or rovided with ratective cover suffident to reduce erosbn within 30 workin da s afterthe Line 100 Ibs/1000 sf tree protection fencing Shal~be maintained until all Site vvo p p p p 9 Y 10-10-10 Fertilizer 15 Ibs/1000 sf shall tie removed or to thtfinal site ins ection for the a led until all site work is completed and the final ir~sper:tion is scheduled. The Penang
completion of any phase of grading. All areas upon which no further land disturbing activity will be undertaken are to be planted or provided Br!ownto Millet Seed 1 f ~ ~ p Ispection for the certificate of occupancy (CO}. K. WRENN
with rotective cover wlthin 15 workin days or 30 calender days (whichever is less). P 1 Ibs/ 000 s p 9 Straw Mulch ~ 100 Ibs/1000 sf c. Total disturbed area: 3.9tb saes ISSUE
4.2 As construction progresses, maintain all erosion control devices. NO. DATE DESCRIPTION
Spring/Fall Permanent Cover March 1 -April 30 d. Overlays: Falls Lake Watershed (FIJ-B}I Neuse River V 4.3 When construction is cemplete and all areas are stabilized, call for onsite inspecton by the sedimeMatan and erosion control offia>ro1 August 16 -October 31 -B}I Neuse River Watershed. 1 StfEPIANSUBbNttAL
Durham County at 560.0739. e. Establishment of permannt ground cover will be requir 2 7 SIfEPLANi'tE,Sl18NNffAI over v~ill be required withi n 15 world ng days or 30 calendar days (whichever is less) of 3 9 SRE PLAN RESUBMIiTAI
Lime 100 Ibs/1000 sf 4.4 If the site is approved, remove the temporary measures and seed, pave, or rip{ap the resulting disturbed areas as required. 10-10-10 Fertilizer 25 Ibs/1000 sf last grading effort.
Improved Turf Type Fescue Seed 7 Ibs/1000 sf
4.5 When vegetation is established, call for a final site inspection. Straw Mulch ' 100 Ibs/1000 sf f. Cut or fill slopes greater than 3:1 require apshatt emulsi wire apshah emu~ion tacking or hydroseeding.
Seed temporary cover to stabilize temporary sedimentation control measures and g. A pre-construction conference is required before any la uired before any land disturbance takes place. Cal Engineer at 9194M5082 in DATE DRAWN RLE (NAME
other disturbed areas prior to final grading or if advance at least 48 hours. Ensure that all interested part t all interested parties have adequate notice of pre-construction meeting. 4/7/02 sn-STAKE-uruff
planting season is not suitable for installation of permanent cover. Seed permanent cover when final grading has been accomplished.
PROJECT 80217.00
SHEET SIZE: D WE Q4W
SHEET SP-6
OF

5'-4"
= r PRECUT oa~+E>F coax Mac rcNCE ox Mo~c Fl~ ~ REMrnIE M1fll HANDLES A~ ~ A TREES 1~. OB 3" ~4 BARS 3" ~ TYP. TM,AL ROOT AREA 2. Hf SEQUENCE: 1. OBTAIN APPROPPoATE PERMITS 2. HOLD A PRECONSTRUCTION CDNFERENCE 'MTH THE LANDSCAPE PROTECTION SUPERVISOR,
rs uNPROTECIED. 0 a 3^ r cTm caNSTRUCna+ ER A:1bN ARCHITECT OR LANDSCAPE ARCHITECT AND IAtBAN FORESTER. 3. ERECT TREE PROTECTKM FENCJNC
6' OPENNC TiP. 4. CL XI ~ ~ - ~ x - ,/r yuoTM eu~ 5. INI _ ~ _ 4. 0.EAR AND (XtUB TREES AND SHRUBS TO BE REMOVED HOULDER ACCESS ACCESS SHOULDER DITCH 5. INSTALL SqL AND EROSION CONTROL MEASURES
" w. Y_4. 6. Rf ~ ci " 5-4 L J RETNN 7. EM ~O 6. ROUGH GRADE SITE $ -O 12 -O 12 -O S -O ~ -O 7. EXCAVATE FOR FOOTINGS, INSTALL UTILITIES AND CONSTRUCT BUILTNNG & FlNISH FlNAL GRADING AND PAVING TIE INTO EXISTING
9. RE ~'-4 m "O r X 4' 3~{• RIOIIS CRIx 201E 10. R 9. REMOVE TREE PROTECTION FENCING 10. INSTALL UNOSCAPING SLOPE
8' S-r Ya£ ~ ~ S O ~ CR RDHYE ~ I ~ ® „ 3° #57 WASHED S70NE
4 11 /16 ~ ~ R iR~ o TREE ~C rMyER 49 SLOPE 4
DOWEL "C" ~ r 2~ 3" PLAN TIE INTO EXISTING SLOPE B% SLOPE-- SLOPE ° SLOPE ?
b ~ NOTES: 5'-4" (WITHOUT TOP) y 1. RooT PRUNE TREES TO REMAIN WHERE CONSTRUC110N Ac11M11ES MILL SEVER ROOTS. ER R0015. ~ „'A ti
~b 2 ANY 1REE ROOTS EXPOSED BY CONSTRUCTION SHALL BE SEVERED CLEJiNLY MI1H A PLAN OF TOP SLAB ~ >EW PRUrm~G raa. rA1H A LINE WITH MONSANTO DIM C34 FlLTER CLO1H OR EQU OF VpRK, 7" C.A.B.C. ~ IF RIPRAP LINED
STANDARD MANHOLE COVER k FRAME z~ Pub 5'-4' BdtlD1E 3. DO NOT gSPOSE # ANY CHEMICALS OR REMOVE SqL OUTSIDE THE UMITS OF WORK 4'-9 3 8" / T ~g ~'m ~ Aaauo xMa~E yuu ~ 4. NHEN INSTALLING NEW LANDSCAPE PLANTS, DO ITT DRIVE EQUIPMENT UPON OR 7„ ~ ~z vAxmaE y1N(t ANO xANpE y1µ1 ff iT1EE TO gSTURB TILE $qL YATHIN 1HE CRFlICAL R00T ZONE OF EXISTING TREES ~ oR ORANGE TENSAR PLASTIC FA&tIC OR ,EWAL KEY ALL STONE INTO SUBGRADE , ~ HE1tlITH t>F BE APPR070<IATELV ~ SUBCRADE COMPACTED TO 95% RIP-RAPPED OR EXCELSIOR
4 BARS HOOK 7" ~ IU A A NA%. t' ~ ~ ~ ~ 5. AT 7HE STMT # GRADING INVOLVING 7FiE LOWERING # EXISTING GRADE AROUt~ 6" # 4 7/16" RADIUS HOOK ~ PyE saE~, r EaMO A TREE OR STRIPPING # TOPSaI, A CLEAN, SHARP, vER11cAl Cur SHALL BE e' s>Ea Io . SPACMG MAICMIm SEE P DIAN WEWWHERE SPEgFlED SHALL BE
® 1D" O.C. ~4 BARS ~ ~ IsP ~ MADE 1FE EDGE # THE TREE SAVE AREA AT THE SAME 11ME AS OTHER " n n 6" z e• EROSI CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCNNG 6 Y BARS ~CONCREIE TOP sue ~ r SHALL BE INSTALLED ON THE SIDE # THE CUT FMIHEST AWAY FROM THE TREE a °FENaNC ~ 24' GRAVEL DRIVEWAY
TRUNK, AND SHALL REMAIN IN PUCE UNTL ALL CONSTRUCTION IN THE V1CR~H1Y M THE TREE 1E VICIFNTY ?QUIPMENT
BAR DIMENSIONS ARE OUT TO OUT DCMEL ' ~ # THE TREES IS COAU'LETE. NO STORAGE # MATERIALS, Flll, OR EQUIPMENT ~ Y 5' ANO NO TRESPASSING SHALL 8E ALLOWED MITHIN THE BOUNOMY OF THE tlEt>~E.dIIdeml~ ~fdtl, PROTECTED MEA. THE
~ V 4 ~ O 6. THE ROOT PROTECTKXN 20NE IS AN AREA THAT COVERS 1' RADIUS FROM THE eoM THE 1p TAESPA4$!IG NI1iN TRFESA\E AFEA' VlV/'11.1 ! 7 EIn71r.G7 PrJL A~ ~;"~aG°1E010N STEEL FENCE POST
m" DETAIL OF YARD INLET TRUNK FOR EACH 1• CALIPER # THE 7RUN(. 6 0 7. WHERE BOTH TREE PROTECII~I FENCING AND SILT FENCING ME REQUIRED, 1HE d~ ~ TREE PROTECTION FENCING SHALL BE It$TALLm CLOSEST TO THE WOOOLINE. ~aouNETME ~ emll ~ WIRE FENCE S~CTIC oN 19~ S®WK~ 1~,
~ ~ r' ~ B.7REE PROTECTION FENCE TO BE MARKED EVERY 75 TO 100 FEET APART WITH ~ SIGNAGE N BO1H SPANISH AND ENGLISH SAYING 'KEEP WT• IRT WITH HARDWARE CLOTH 1 $UTF ZOO'C
NQTE:, IF PROPOSED STRUCTURE EXCEEDS a - 12-0 VERTICAL HEIGHT A DESIGN WLL B : _ PRECAST CONCRETE COVER W/HANDLES r f/{11'Y-I/'I~j !N 2~~
6" BE REQUIRED FOR APPROVAL FILTER ° j FABRIC ON
I 6' I ALL R~NFCRpNG STEEL SHALL BE SINGLE MAT; EXCEPT D~IBLE MAT STEEL MAY BE USED RJ ~Z ~ ~ ~ ° i GROUND Fx ~(~$-5~$;3 FILTER OF 1 DIAMETER
PLAN OF BASE SLAB uEU # HOOK BARS IN BASE SLAB. 4 X 4 YARD INLET TREE PROTECRON FENgNG WASHED STONE Ql.lry BgHMT1~{ P.A
3s• SP-6 SP-6 INLET auTlFr
PIPE EgPE BURY WIRE FENCE AND ~I HARDWARE CLOTH
s' 'ABRIC
•Y Il-I 4' FlLTER FABRIC ~ CONCRETE BASE Sue BARS ® / COMPACTED SOIL 2' MIN MONSANTO BIDIM - C34 c 5'-4" SQUARE BRICK JUNCTION BOX TO BIDIM - C34 or EQUAL
OG WIRE, 12 GAUGE MIN., 4°x4°
SP-6 SECTION X-X OG WIRE, (y~Tf1 TOp} UPPORT F Z UPPORT FENCING
~ FLOW STEEL OR WOODEN, (2x2 OAK) POSTS AT TEN FT. PLAN
2' MIN co MAXIMUM SPACING
_ ~ 3'
PQ 0 -
0 o~ ~ s' TYPICAL SILT SILT "!Natrt FENCE END FILTER FABRI HERE FENCE
O~~G ~ P~ TEMPORARY DIVERSION DITCH
50 MINIMUM SP-6 ' 4 MIN. ~ ~ ® ~
~ ~ , ~~A r.
I~ I I WASHED STONE IN TRENCH ~a ~ Z _ I , Q _ ,
I I AND 6" UP THE FACE OF SILT I > ~ ~ I'! ~ FRONT VIEW
5' RADIUS FLARES CULVERT FENCE -CONTINUOUS. ' & F.E.S. .i:._ i
6" TRENCH N H ~ E C ~ Z N I ,t I~~
6" MINIMUM _ I - ' ~ ~ ~e ROUND SURFACE + I •
MI ' 12 N TOP OF SILT FENCE MUST BE
2"-3" ANGULAR AGGREGATE - OR APPROVED EQUAL BY AT LEAST 1' ABOVE THE TOP
ENGINEER ~ SILT FENCE POSTS DRIVEN 18 INTO GROUND OSTS DRIVEN OF WASHED STONE u 3" INTO GROUND 6 ~ SILT FENCE OULET
Z J -V _ FABRIC FLAP ON BURY WIRE FENCE, FILTER TRENCH BOTTOM STEEL FENCE POST SET MAX. 2' APART N TRENCHVD HARWARE CLOTH
La
F.E.S. RIP-RAP LAYER w (SEE PLAN FOR ,n
MAINTENANCE FLOW RIP-RAP CLASS) a . , °w
THE ENTRANCE 91ALL BE MAINTAINED IN A CONDITION WINCH WILL ~ ~ PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. ~
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE, W L ~ - AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANWT OF ANY ~ ~ ~
STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, FlLTER FABRIC $EE PLAN W DROPPED, WASHED, OR TRACKED FROM VEHICLES ~lTO ROADWAYS OR SEE PLAN 1.5' MIN.
INTO STORM DRAINS MUST BE RE610VED IMMEDIATELY. PROFILE VIEW PLAN VIEW
~ GRAVEL CONTRUCTION ENTRANCE RIP-RAP APRON ~ LL N
ARMOUR ARMOUR SIDES OF I / 9° MIN. r~ ~
SP-6 FES W RI FES W RIP-RAP & _ ~ _
FABRIC fn W FABRIC FLTER 0 _ FABRIC ~ I
rn W LL
GRAVEL PARKING STANDARD METAL POSTS 2'-0" IN GROUND O
30" OPENING RIP-RAP FLUME 4 W ~ J rz ELEVATION - ~i
6Xfi EDGING 6X6 EDGING GALV1NIZED - 2• II~-~ 1 ~ HARDWARD WIRE - - W 11.0 _ ~
CLASS "A" STONE FABRIC EXTENDS TO - - - - ~ I- ~ ~ uJ ~ W
15" THICK TOP OF BOX .I - - _ I ~ TOP OF STONE BERM ~ 0 ~
12" 'III- - II. II (_I c N EL. 247.5 W J
Z Q ~ , ~ - 6° THICK LAYER OF FLOW ~
` 3 4" STONE O S ~ TREAM BUFFER
w ~ ~ • . , ~ . - „6~;~-~- RCP ®1.0~ ~ . ~ - - - FILTER ` w~~ 24° r , _ FABRIC 2.• MAX
~ AT CENTER ~ r, Z ~ ~,d. - - T
. ~ 1 1 ~ I-III y ,;fir W o II- O y , . I t75
- ~ I ~i ~ ~ ~ W O N U CLASS A O
.r> ~ 4 SET FES IN PLAN VIEW EROSION CONTROL STONE ~ ~ LINE RIP-RAP Q N Z ~ ~
'4i ~ CONCRETE & PLUNGE P00 _UNGE POOL BOTTOM W 8D10 RDpc CJiECK DAM N i ~ _ ~ SECTION = O RIP RAP ~ _ z ~
SECTION A-A ,~k' - T N DEPTH= 12 SO E -PT - FILTER FABRIC I x ~ ~ M, _ H- 12 CLASS B 0 ~ ~
SD10 RIP-RAP FLUKE ~ Y W a ~ m 0
SP-6 22 THICK Z w W ~ ~
Q 0 ~ • ~ W ~ ~o J do -

~ MAET PROffCTlON # 57 WASHED STONE PLACED TO A HEIGHT ~
OF 12" 18" MIN. ABOVE TOP OF BOX 36" RCP PLUN(~ POOL
SP-6 SP-6
~ 4' I--
z~
~ m
~ 3 Ooo
4' WIDE 6" ~ _ g
DEPRESSION W/ w TOP LEVEL W/ p
NATURAL GROUND Q W zQ ~
A A ~ Ooa
NOTE: INSTALL INLET PROTECTION AROUND d. !n RISER AND OPEN BOTTOM DRAIN WHILE BASIN
IS BEING USED AS A SEDIMENT BASIN. SEE `~i-~-- ( , w o~ ~z
DETAIL SD-11) S C11P i I I ~ ~
I I J Senor Engineer:
24"0 CMP RISER = ~ 1, w W/ TRASH RACK CLASS "B" RIP-RAP , . _p K. WRENN
WETLAND SPECIES 18" THICK VW1H 4, 3 SPILLWAY EL. 260.5 BY SEED. (1 LB FlLTER FABRIC. ~ Drawn By.
WETLAND MIX} O 8"0 ORIFICE
.0' ~ BOT. EL. 359.3 ~ ~ GRASS uNED LEVEL K. WRENN
(FACES POND) DAM EL. 362.0 SPREADER. SEED OR ISSUE
3') tit 111- I~ ?S• PLUG WITH NATIVE ORgSS W.Q_P. EL 359.3 -III=III=III- ~ wIREGRASS No. ~?t>: o~PnoN
S10AE N.P. EL_358.0 ~ ~ ~ , 1 51 DVVQ REVEW
EL. 357.5~'~ I = ~ INV. EL. 355.0 2 30 DWQ t~VEW
~ 1.5"0 ORIFICE ` ` N EL. 356.0 -III-III; BOT. EL. 358.0 AN?RA1l GR
~ II_ (FACES DAM) ''OUNO PRO F1lE
RISER INV. 351.0 57 L.F. 15" 10.0' - CMP ~ 8.77 _ - -
~nSHELFLA' Ll FT--I `^4.0 SCREW TYPE * EL.S ~rntnutrc ur EL 245.8 DALE DRAWN H.E NAME
SEDIMENT STORAGE BOTTOM DRAIN _ ww - nav pro e 4/7/02
INV EL. 254.0 EL. 355.0 _111= -II I I" (FACES POND) -III- LEVEL
PLUNGE POOL SPREADER PROJECT 80217.00
NOTE: THE THREE ORIFICES SHOWN ARE SET PIPE END W/ DEPT= t3* DEPT= 8' TURNED 90' FOR ILLUSTRATION PURPOSES. tHE CONCRETE & STONE SHEET SUE: DM g4)06)
BOTTOM 4" DRAIN AND THE 8"0 DRAIN FACE 15' C MP NV. 346.0 SECTION A-A
SD12 SECTION THROUGH WET POND THE POND AND PARKING AREA. THE 1-1/2"0 SHMT SP-7
& LEVEL SPREADER DETAIL DRAIN FACES THE DAM FOR MAINTENANCE ~-s PURPOSES.

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v I . I / I I r I l I I \ 1 1 r:.~ ~ i V C_ I . , ~ A ~ I :.,,I , I I - 111 ! - , , ~ V , '>~j ~ I /V ~ \ r I , I A ~ , I ~ r I 1 I ~ I I II I ~ W 1 I o 0
' V / 11 , t I , , ~1......,., . ~ e ~ ~ I / /1 1 ~ ~ , I `1 11 ~ ~ v w i1 / ~ / v ` V ` ' I r t.,. ,..1,, , ~v,. r ~ ~ ! I I I I 1 1 1 I Q I ~ t ~ ~ 1 I ~ ~ ~ N V ~ ~
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~ 1 ( \ ~ ~ I Imh3ss.a2' 1 RI / o Ci 0123'13'% k0476;2$°W 90 14Q 1 f4 \ j1I `i~,.,r. . \ I I I 1 1 1 ~ f Inv.0u1366.38' 1 r , , \ ` ~y ~ \ ' \ \ 1 ~ ` 1 ` 1 ~ ~ \ i
r I ~ Ill , A ~ 1 ~ •I~.W., f I I I \ _ _ - \ ~ ~ ~ W ~ ~ 1 ~ ~ ~ m to ~
\ \ I~ T Vic-- 1 1 1 ih f., 1, t ' \ - \ ~ \ ~ , 40 1lL~GETATED B RE IRE ` \ ~ I 1 I'~..~ \ 1 \ ~ \ \ ~ ~ t ~ ~ Z W \ \ \ \ ~ ) , ~ ~ ~ a ~
' \ \ \ _ , / D ~ \ I i ~ I I t \ \ Wool ~ Wobded \ \ ) S i N W ~ ~ ~ ~ \ ~ ~ ~ d
~I ~ 1 -F- ~ ~ I \ r I coR._ \ ~ \ 1 „ 111 1 1 1 ~
1 1 I 1 1 1 t + / i t r ` , I I 1 1 1 ^^.b "R , } I 1 I ~ \ I , ~ ~ ~ II
i 1 I t \ I ,1 I / / / ! , R 20 ZONE t~LBR00K, LOp~y~ B 11 1 ` ~„~a'\,~•.:, ~,.t I t I I I I I ~ I r PIN: 0841-0517- 64 , .,l I I f I J f ~ ~ ) I I ~ ffll
~ I 1 I) I I I I , ~ I 11 1 v A v ~ A I ~ I / / PARCEL ID: 28-01-OQ1 \ v ~ t I ~ ~ ~ f II + f I ! I i ~ I
1 I I i / D.B. 224 5 ~ \ \ \ . I I ~ I 1 I I I ` I f ! \ ! P.B. 2 21 ~ 1 1 \ \ \ \ \ \ I 1 I I f I ! , ~ ~,_~'v r ~ ~ r I 1 ti(` ~
{ r I ~ 1 I I` J USE- ENTIAL 1 ~ 11 1\ \ '~,i~. 1 I 1 I 1 7 r :r ZONE -20 1 l 1 \ \ , + f ! ! I ` ` \ ~t ~
I l 1 / F ~ATERSNED t , \ \ I, - 1 1 I / Il ` 1 ~ 1 l / , tl J I I 1 RIVER BAST 1 I I ~`1 t\,, 1 t I I f I l ~ 1 ~ ~
~ 1 \ / \ I _ OUTLAND, ROBERT & DIANE 1 I\ ~ \ \ \ \ \ l.,, `•.....'1\~``.....,.,' t,....,1 I 1 1
1 _ PIN. 0841-05-17-9777 t Il 1 l 1 1 P \ \ \ ~ / I ` ~ , ARCEL ~~28 0162, 1 \ I 1 \ \ \ \ \ \ \ a:.:.', \ \ \ 1 \ \ ~ ~ ~ ~ ~
~ \ s I - / I D.B~-062471/000866 1 I 1 1 \ \ \ \ t ~`a........, 'r., ~ \ ~ \ ' ! USE- RESIDENTIAL ~ y 1 I \ 1 \ \ \ \ 1 , ~ L,.,, ~ ~
\ \ ~ ~ _ - ZONE- R-20 \ 1 I \ t 1 1 ` E. \ \ \ \ ~ fr------ , 1 , ~ ~ ~ ~ \ I ,
\ ~ v ~ ; - I B W TERSHEU \ 1 1 I I 1 ~ 1 ~ v ~ ,,v 1 v V ~ ~ ~ / i I E~iWEfF BASIN .,.w,,, v ~ ~
~ ` \ I\
\ ~ ~ ~ ` ~
. / I ~ r I ' / r HOLBR ~LONNIE B \ 1 I I \ 1 ~ \ \ \ \ \lr i'\..,s ~ \ ~ \ ~ ~ - 1
I r PI :'6841-05-i1-9689 1 ~ 1 i t 1 \ ~ I, ~ 1 I I I r ~ ~ /PARCEL ID: 62 - 1-003 \ 1 1 k \ t 1 t 1 \ \ ..1 1...,:, "\'i. ....I 1
I ~ r D.B. 974 t I t ` \ ""~4.
I l f I i ~ P.R~ Bf3 200 \ ` 1 1 1.,,.. I I I ~ ~ ~ I ~CI~E- VACANT \ ~ \ I ~ + --l - - 30' BLDG TBACk`\ ~ \ ~ ~ ~ ~ _ y
1 I ~ \ 1 ZONE- R ~D~ ~ I I I \ j\.... , 1
1 1~ 1 v~ I _ 1 F/J~B~WATERSHED V v III I 1 t,... / 1 = V ~-NEGSE RIVER BASIN \ ~ II I I I I I , „h`'~...,. ~ , 1 I- D ~ I- D s 1 - f
\ ~ ~ \ I , FULLER, T>l4kA& ESTA E ) , 7- ~ ~ c~. _ _ - _ f
I PaN:-08$1 05 17 I I 1 . I ~ / r I - - \ I I 1 ` ~ L~--~ ~ ~~I ~...,.`r 'v,,1 r ~ ~ I ~ / / ~ ~ ~ ~1----- ~ ~ i K. WRENN
1 ~ ,4~ I PARCEL ID: 600 02-001 v ~ , 1 I 1 ~ 1 I ~ / / r D.B. 001130/000126 P.~, 00001 /00 089 I ~ ~ ,,I , r f f f~ ~ ~
1 11 I ~ - . I I l , ~ l I / / USE- VACANT ZONE- R 20 ~ I ~ ~ v "v,1~..., ~ / , TR~AN I / I I I ~ ~ I i / / 1 1 _ I I I ~ INS l + I I r ' , I 1 1 ~ ~jJ=6'WA ED NEU RIVE BASIN I I 1 ~ I ~ ~ ~ ''1 ~ ITRAN E COM NITY FOU ON ~ ~ / ~ ~ I ,,,,.~f f ~ /i ~i / / / i , ~ f
/ r I t l r - I r I I I I \ ` r...., '~v. P ROEI PI : soh-Ofi- -5469 i ~ ~ K. WRENN . ~ ~z ~ ! ~ P RQEL ID: 0-02=00 / / ~ i' ' 1
v I ~ / l I I ! I I I I I I , v D16.100 ~ ~ Dt6. o0 7 /ooo / / / ISSUE
1 / U ! I i ~ ~ v 1 v I ~ l r r 1 I l ~ 1 1 ~ 1 I I , 1 ~ a ~.8. DD w'a ~.B.'o 144 0 01~^` ~ / ~ ~ ~ ~ ~ ~ ~ i ~ / , ! / i ~ N0. DATE DESCi~PTION 7 S A A T OUSTR1Al~ , / , /
\ , 1 \ / / / 4 I I I I I I ~ I I I t...... ",'\I y S ~ ` t _ ~ ~ / / I I I I J I I I I A ~ 1 0 E OE 121 ~ ! ~ ~.,1 ~ ~ , / ~ ~ 1 Slit PLAN SU~IITTAL
I E ~ NHU ~Fk AS1FI~~ ~ / i / / ~
~ I -7 I I I { V . t....,.~ r f f f f , ~ i ~ ~
IA ~ ~ - v ~ I I I I l l r l ~ 1 ~ I I I 1 v ~ r t` 1 1 ~ ~ ~ , I ! f I r Div, ~ ...,r / . I 1 ~ 1 1, I , , ~v , v
I l l, l ~ ~ ! ~ p~ ;l~,,f_~ r ~ / ~ ~ l i / DATE DRAWN FlLE NAIVE
4/7/02 1
PLAN VIEW- EXISTING CONDITIONS LANE HOOVER EOL R EQUIPMENT SHOP PROJECTA SM°^°
SHEET SIZE: D-SIZE aMl
Scale i° = so'
SHEET SP-1
5

1 I ~ ~ - , I 1 \ / Sal.. i \ SCHULIEN, TIMbTHY ~ \ 1 I ~ ~
1 ~ ; i L_..__ \ I \ \ PIN' 0841-06~-28- 991 ~ l I ~
i I I ` ~ ~ ~ , \ ~ PA CEL ID: 6 8-01 007 ~ ~
• \ } I ICKE~SON, WILLIAM & GGY \ ~ l 'v:~ t33 . \ \ i ~ ~ D.B. 002978/00061 ~
I 11 i ~'IN: 0 41-05-18-8 8'S ~.1 \ 1 \ , ~ \ I I ~ , ..I \ I _ ~ 1 , \ I ~ \ \ P.B.i 000114/ 0008 ~ ~
P~ARCE ID: 627-0 0 / ~,..f USE VACAN INDU TRIAL 1REEUNE P/L \ ~
1 I \ D.'B. 11 1 /0007 f I ~ , r \ \ 1 ~ 1 ~ \ NE = P ZON - I-2 I ~ \ \ r
~ I P. 0 14 0008 ~ ~ / ~I 1 / ~ ~ ~ / / / / I \ F J- WATER HED - PROTE~nON FENCING \ / ~ - IMrrs of olsTURBANCE
I 1 USE- CANT ~ / I / , ! ~ ~`J \ , \ EE PRO COON IEENGNG \ \ ~ / ~ \ ~ ~ ~ \ - LIMITS DISTU ANCE v GNG \ ~ ~ \ \ NEUS RIVER ASIN \ 1 BTU ANCE \ \ cOR.
I ± I / ZONE- - ~ ~ / r ~ \ ~ \ / / ~ I / / / J. ~ \ ~ ~ \ \ \ \ ~
I I / -B V~ RSHED --1'~-~ ~ ~ l I \ i / / R. ~ A
I I ~ NEUS IV BAS I ~ ~I.i. I: 1.1.1'1 OPER BOU ARY i " 1,1 TREE PRA CnON FENCE G
u k ~ 1 . I ~ x I 2 ~ l 11. , - U TS OF RBAN
~ akk.. x 8 . ` I 1 ~ . q'.,b z 1 - .M ,p \ ~ o~ \ I, LI \ - -
i ;...-......R... ere ce: at Boo 120 ~ ' ' i 1 1 ~ 4 k/ 1 \ l 1 ~ ~ ~.~x ~ ~ k . k , ~~++~7~'~y I I k, a q k k 0' J~.'- Y \ ~
p 1 ~ 4 . ~ ~ ~ ~ 'I I 4 1 1 ~ \ i ~ 11 ~ r,~. ~ . ~.a ~ x~~~.- ~ a~ x ' NIG' SETBACK .(SIDE ~ARD) ~UIIDI _ - T - \ ~ ~ \ QUALITY P.A.
I ~ ~ ~ ~ i 1` 1 » .y. k k.... \
I I ~ f 23 k . y,,,.. ~ A I 1 ~ 4, k~.~ 4 i I 1 ~ . ASS CF~VNEL \ \ f~U SIDINACK ~ y
i 1 ~ 2 k .4 ,e } I DICKER ~ INl IAM & EDGY / ~ r ! I I ~ ~ . - - f ~ ; W CHECKD S \ 3I,ITE ~C
I 1 i ~ ~ ~ ~ ~ y ~ r k r .r .a ,4 ~ a~ ? ,r I ~ I I i I ~ \ PIN: 08 1 18-9 1"0 .L- x . ~ ~x ~ ~~r k ~ / .
I I I I I \ \ / 1 ~ / , ,fi ,.Po ° A k A N,,,...,., .a: a\,r~ d y ..c.l~,r'~,.r'-'M'me ,i^ ./'l.: .s' i :1 7-0 -008 / - ° r f f ~ . ~ \ ~ \ \ \ ~ Ph r919180~8-3082 ~ i~ . ~
I / \ \ ~ \ ~F ~ ~ ~ Fx (9181803083 ~ ~ • _1~~ A \ kWR?M .0111
\ D. B. 118 0 ( ~ ..4~ ~ A A f ~ \ yip \ \ X ' 09iA00 Qulty B~beeni~ P.A ~ \ \ \ , F ~ YARD INLET
I M 1 I ~~I a 7'X,., I i \ P. B 1 / / ~ ~ k r~ ~ 4 b. ~ ~I I I I i \ l 1. _ 4 ~ TOTA D.A.- 3.2 A ES
I ~ 1 ~ x r rt~ k ~ ~ ~ I v ~ l r , x~. ~ I i - V I ..co ~ k , ~ \ ¢9~ ~ \ Tc= j0 MINUTES l
I Wooded ~ ~ ~ / 1 / ~k ~ ~ i 1,, ~ x ~ ~ 1 I ~ 1 k. a'`~ 1 ~ ? 1 \ \ • ~ ~ - \ _w.~: I-10 = 6.13 IN R
\ i
I ! ~ I 1 J- E l ~ . ~ ~ I I I I 1 ~ t I ~ k ~°...1 k ~ ~ - - -T. _ \ "
~II I I I ~ ~ k , I I IN x.t I I 1 1 q• x - ~ , ~ 1 l CAP CITY F 1 P - F 0 5 E94.9~ 14,3CS - - ~G~7A UEL PARK) 0~
a , ~ ~ k ~ it / i „ « " ; + ~~l x ~ \ ~ ~ ' / \
y,. i I \ 1 I I ~ i i ~ I I"*. . .,.^;T 4 '~~y.,l.t ~ r~.~..' ~ ,y.,ry j,.,~"'~...^ r f ~ PI DM • a.: \ ONT CO MUNICATIONS C RI 3.0 ~ i~ ~ _Y, , DUMPSTER
~ r ~ _ \ ~ - PI :0841-06 28-6488
~ I 1 1 I i i / ~ ~",.;~t.aNt;r . JS, R 2g. r. I I I I I CJ~ l , ~~..k , ~ , , r.~ oL ~ 8 y _ _ 6_ PA CEL ID: 62 -01-0048
11 00 1 I i / I . c~ Y , ~
1 I I I 1 I 1 l ~ 1 1 ! I: i I 1 I I / I ~ ~ d 1 t } ENOHMARK 1 i I x 4 ~ k 4 ~ e . _ D. .1497 037
~ ? , I J } 1 1 Ix . EC ~ ! I 1 i 1 I 1 1 I I I - ~ P . NO 1 _ / DATA OUND ~ ~
1 I all ~n 1 ~ Oak ~ I , ~ : ~ k k E A s , / k ~ I U~ I Lam. ~ ~ R TI , ~ ~ ~ _ ~ / U E- COMM R IA oF~s~a ~ E L
t 1 1 - . k i I I I.- 8Q.~2 i I , k ~ .4\. r, 11 ! I Q ~ , ~ P u x. i I ~I i 1 Z N ~ ~ x... A {r w~ k i PROJECJ' DATA _ _ _ / I I, _ o ONE- I-2 & B-1 ~ SEAL ~
I I } I I 1 Oi 2`4 E 1 - D R ~I) ~ ~ '~/~52: v. ~R" AR A- R . / / ~ OJECT E X3"5 AC ES ~ ~ 3/~52.~ ~ ~ 2 a
/ (n 1 I i 1 I EX. OPERTY NE , i V ,k k 1 k ~ / I _ ~ ~ / / F J-B WATER HED OWNER A1~ J. LATTA AND.OwM, LANE ~
f ~ I I E 93.44 1- ZONE - l oNINC u I 1 2 C ..1 I I / 1 I. ~ 1 Ii ~ I i r = ~ ~l NEUSE RIVER ASIN i ~ ~ 1 ' ` I : ZON,E~D' i-2 - , ' - arm
~ I ~ i~ I 1 1 ~ l I CON ~ OR ER ~ fi ~ y ~ ; 4 ~ e f I I i } J i 1 ~ 1. k k I a / - ~2 ~
c.Q I I 1 / I I 1 1 k... , 4... I I I i I 40. 1 EX. ONE UNE1= . ~ ,r ~ X 4 YARD IN ~ x ;
' I P I l PR CT BOUNDARY • \ * a r• k ~ I I ~ Q ~ OTAL D.A.= :4 ACRES o,
I , 1 I I ~ ~ W I I EX iREEU E I I i / FOR P I J ~ ~ x k .v ~ P I l I I ( b r ~ I FREE 01EC FEN G / / 1 k .FEN G Tc= 5 U1~S o ~ ~
J I I / . ~.y . r,... 4 I I I I 1 .N k~ ~ ~ $'LIMI OF STURB CE / - , x STURB CE °0 I v
C~_. ,1 / ~ ~ J , f F 4- I 1 k.., x r RA110ALC_0.70 \ ~t o
I _ ~ - ~c 5 ACANr) ~ Wooded I / i ¢ k k lA C) I I I} 1 1 / 40 BUf~FER ( Y I I EX. I~EEUNEI 1 I t{ 4 k ~ ~ ' GARAGE SHO w I Q-10Y1?=112.1' CFS z _ ~ ~ vv}- /
? / i ) i 1 I / t J rY.. k z I L I IIi i ~ / I ~ .j~,j ~ ~ , tr=.s r,~..... , ~ I TO AL D.A.~ /7 ACRES ~ k . y.,, x ~ AI P ~'-1 ' ~ L j cAP ~ n OF 12 D E X15 r ~.a_cFS ~ - 4 750 S.F ~ /
~ I / w~,3 / / i / J i T I/ i ~ r k x: ti., ,k k~ I; _ ~ Tc 5 MINI~~E r k 1 f z_ / r ~ :
U) i I ~ ~ / ` _ _ - VEGEETATION/TO REMAii~ JN THIS AREA ~ / l ~ _ r ~ ~ k x' ` x x ry,~~ k~k k ' , I I Q ~ i 1018- 7/.2~ HR l ~ , ~ ~ . K , p . \ I I_ 1 0 NOT DJGTURB ~ ~ ~ k L I,; ~ ~ ~ ~ TREE PROIECnON fENONG
-l l J i f I 3 I b 7 1 I ~ J i k i 1 ~ k k k. ~ I I ' [ EX. 1REEQINE I / 1 R(4T10NAL/C- 0.40 ~ I/ 1~ ~ ~ ~ ~ k. Y ~ k r I l { 1 I ~ i = UMfTS O1S ANCE G A DEL PA G LOT ~ ~ ~ L , . ~
~J / I ~ ~ 1 / J k k`~2 v ICI i ~ _ ~ 1 / -10YR-I 2.2 'LFS / / k y ~ .r ~ . I`
. I o iR ROTE ON ~FE LYhiG ~ ~ I I i ~V ~ ' V k e x x x I'. I O / ~ .v a ~ I I I w } ~ ~ , / / =,uMns o D1sNI~BA1VCE r~ir. s ro RA? ~ ~ A x r x 4, k ~ k , I o J ~ 11 r -~.,2 k r r l~ ..4.:.,. i : - ~ OFFICE ~ Q ~
fnl ° I I ~ ~ ~ / k ~ ~ ( l /_...I P! Iw J ~ / ~ }fix ~ . x~; I i t N J ~ .F ` ~ EX niEEUNE ~ I F" yr, / ~ ~ i , ~ 1500 S.F., ~ ~
I I _ ~ 0
I I I I ~ J / / /TREECI`E ~ / ~ c, _ I I I I / N .a ~ r~ r i t I 1 ~ a; i / I I I ' . ~ r N ~ W I I ~ .v,a _ i U)
I I o< _ ~ .G
I iF S / , ~ iREELfNE P/C I"' Q
I~ ~ ~ I Rim 4 J ~ I I ' WA ~ W i . 1
~ I i ~ / .In 41.66 r ~ . , , h I Y sE>~R , I ~ ~ A TARY / / Inv. 341.63 1 ~ , I ~ , - ~ ~
/ ~ I ~ E r~,era ~ S - - - ~ I I ` ~ ~ .14~ q - I AId1 R SEWS ~ ~ - - / < W ~ ~ - - - - - , ~ 12 ,,R ~ ~ A, m \ LI'14: :III' 1~1 }II1:11.1, ~ ~ ~ ~
/ d 1 I I ~ . 8 P S ` .I. I 51. J ~ \ / x I } I / / / ~ 1 ~ ....J C SAI'nT9,4RY \ I.I t E.'. i'..I\ I:t.l'.::'.. i.i I i'. I: .f : 1' I.I I'.I I I.i:l' '.1.1:1:1 :1:1 ~ O Q 4 4 S:M.H. : , ~
a. w \ \ a / - ~ b. g l 0% W.M. / E~ Z
r~ a EX SM W~- Fr~s n~ 4 .H. ~ . 2 .44 .F. 8 SSMH ~ a star ~ - - k x1g~~~pl TREES W ~ o .s..H: ~ , AREA .029 AC S ~ . ~ ~ ~ r
i = i ~ 89 2~ 0 ~ ~ x ,.a Q v R 3 7: 4 82. DO ~ ~ x DO NOT TURB ~ I~
nv.1n364.7~ ~ ~ I ~ I - I `I I I / ~ ~ ( 0\' TaTAI i _ 1._. ~ ~rv_ . --L
Inv.0ut364/64 I I I ~ N 880 } E _ ~ ~ , INV, l A a \ 3s5.s ~ \ . \ IIU~ ur 3~5.~~ ~ Y ~ ~ ~ 12 Z ~ y ~ . ~ x ~ ~ ~N E ~ ~ - - OC ~
1 - Q ~
/ 9' ( 1 - ~ I I _ , - - _ ~ , , - i x c 11 'ZO _ ~ - / NE
l r ''t_. / J ~ J J PRIVATE WA LINE - - _ \ - T - ~,+r~" . Q AMT 8" PI?IV}uE WA NE STUB A ~ / O ~ a ~ \ ~ / Q
'rcn~2~r J , I / , - 0 ~ \ v A hZ
I ~ / `«Y7 4 r~ / (A t,, p.'.' .l ~ e .ally t ~.1':,.III 1 til._ I:1'I I .I I ~HI'1 I:L1 1'
I <„i J / / ~ ~ V A ~ ~ EJG ZONE I K ~ w
1 I I 24 0' GRAVEL / V v I ~ R20.0 r~ , V / / \ \ V \ \ W \ \ W m ~ Q ~ ~ \ \ \ (FORMER / I Z w ~
I ~ lI / V ~ ~ \ ~ ~ f~ J Q / Q O S ~
I ` o / 1 / I I o. I \ ~ e \ ~ ~ ~ f ~ ~ ~ ~ ~ \ ~ l i1
I 1 I I I I I ~ >x 188 NAGS ENT. S r ~ ` ~ ~ C ~ ~ I \ 1 54 P C \ \ ~ ~ / ~ 1 / " / ~ / 0 54 P CUL RT C C ECAST Ht`AD ALLS EEUNEI 2 ~ ~
- ~ TREE P OTEC ON F~NCI G l l z Z TOTAL ~.A.- 4 3 A S \ /
i l I t ~ Z / ~ ~ ~ 1 ~ / / / ~ PRO nON FENaNC ~ I 1 2• T= h ~ Tc= 1 IN = i1M OF/D1ST!!R / ~ l \ ~ 5 UTES ` AnON TO REM IN THI AREA ' / x \
I o i / 1 ~ / = U TS OF SNRBANCE ZON I / 5'~4~ S RE Y ~D INLET ~ 1. I lOYR P Qu o . - \ l I I l ~ - - I lOYR 25 IN R QO NOT DIS ~ / W / ~
I RE HYDRANT ~ / ~i J ~ , ~ ~ / 0~' O.A. TO .1.= 3 4 AC. \ J \RATIONAL f I I ~ ~ \RATIONAL ~ 0.55 / \
I / / 4 Tc TO ~ I. 7/ INUTES \ . - „ ~-lOYR= f - f / / ~ ~ ~-lOYR- 14'1 CFS / / \ " I / / / /
/ / I i ~ / ~ , .,(<iIDYR~TO 111.= 6.781N/HR VEGETATION TOR N iN THiS AREA ~ C ACITY i . J ~ / ( ~ ~ ~ / 6 ~ / RAAONAL C TO Y.L= 0.30 190 Nor Di Re \I \ C ACITY OF CMP .1 45 CFS 1 / 1 ~ \ 1 I / /
I ~ ( ~ ~ J ~i i ~ ~ F~ / Q-1018 TO Y.L~ 6.2 CFS 20. . ' \ / / I \ \ 1 I / ~ l
I I / / 4., / + \ i / I / ~ \ i ~ ~ I ~
I v '`I 1 1 I ~ i 1 ~ ~ ~.~,1 ~ , I -c = ~ ~ i J I I ~ D / / r ~tOTAL D.A. Tb 36 PIPE `1 94 ACRES \ ~ . 1 I / ~ ~ \ ~ I / ~ \ i / / ~ r iiii Z
J ( I 1 0 , - ~ Tc~1~ MIN 7~~ ~ \ mow. 1 / 1 \ I I / WOODED AR A ~ ~ l ~ / l I I \ o / / I i i i ~
1 Yl~ .95' \ ~ ~ \ ~ \ . ~ / / / ~ ~ ~ 1~ _
k I / / TREELIKE / /i ~ RaTlo ~t C~ 0.38. ~ , A~ I r / / / / ~ \ ~ ~ I / / ~ _ , ~ i ~ 1 ~ ~ \ ~ J 1 ~
I ~ / A / / Q ro /53.8 cFS - - ~ v ~ ~ I ~ ~ ~ / / / / / ~ a ~ T(1TAL ARC L DA ~ / i ~ ~ ~I ~ / 18 Ma \ Q
/ / I / / I / /CAPRI ITY OF 36 RCP ®0.41 ~ CFS ~ ~ { - 1 / 1 I I / / ~ _ i ~ T TAL PAR EL EA- X13.0 /ACR ~ I I v ~ ~ ~ / 1 l \
, ~ I l ~ vEr~ranw To A!N'IN rHis / ~ ,~4. _ l / z WNE EARL . LAVA A D 0.. L E / STRATEGIC ~ J MATERIAL 11d~ ~ ~ I 1 I
/ / , ~ I DO 0 STURB / / ~ t .,..,..I . - ~ / l 1 S ~ Z Q ~...,I I IN: p841 05 8- 117 I I I PIN: 0841-038 0213 ~ o / I 1 0 / ~
I ~ r / / N~EUSE R V R PERENNIAL T IBUTARY \ ° . I ~ ,i F ~r , I \ i / / / ~ - - / I I ~ ~ ~ PARCEL I . 6 8 ~ 00 A / I PARCEL ID: 628 01 004 I... / ~ l I
f , [ ~ \ / , 5D ~?iPARIA STREA BUFF . I , / I I D.B. 51 5 ~.B. x'20 40` / / I t I
1 n 3 ~ z ~ / / ' / EACH\ IDE OF\ STREA BANK ~ . ~ I / ~ ~ S ~ I I D.B. 02066 0832 1 ~ ~ ~ /
J~ I I / i C I ~ / / I J I t i i ~ CU EN U E- V ANT / I i I I ~ / P.B. 00133 OOb088 / / I Senior Engineer:
I 1 I / si 1 , - ~ / i ~ - l I / ~ fZOE-I- AD -2 / ~ / I i ? W USE- COMME CIAL / / ~ t 1 K. WRENN
xr 1 ~ / ~ / \ \ ( F E STING '`RCP C LVERT ( I / ( ~ / ~ I ~i„ / I°~ F -BWTESHD< / I ~ / / / I I r ZONE- I-2
TOTAL D.A: 11.9 ,9C S I 1 1 ~ / / / I o NE SE RI ER SA IN ~ ~ i I
Tc= 10 ~I TES I I 1 / \ ` ~ , . 1 I ~ ~ ~P I ~ EXTEND 36 RCP 8 L.F. / / / / \ . I I I F J-B WATERS D I 1 / / \ \ / I / ~ / I I i IC. WRENN
I-lOYR- 6. 3 iN HR ~ ~ 1 \ / ce / i~ \ ~ j I } I 1 1 TREE PROF TON NG ~ \ \ ~ I I \ \ I NEUSE RIVER B IN \ / I ~
RA 1T A ~ 1 / ~ . ON Li C 0.40 I ( 1 I 'h`° . I = LIMITS DISTURBANCE / \ \ \ \ ~ \ Q-lOYR=I 29. CFS I I \ i / \ ~ ~ I \ I \ \ I ~ ISSUE l
I I a ~ I I \ ~ \ \ \ ( i Ivo. uA~ ~ESClonl \ , - \ \ I ! i I ~ ~ s~E ~uuv SU~uIITTi41.
1 o VEGETA~lON TO REMAIN IN THrS AREA ~ \ / \ \ ~ ~ , - ~ , E)tl / / \ \ \ 1 1 \ \ i I I I (
~j DO~10 DISNRB ~ Inv 2. ; W \ / ~ ~ \ \ . ~ ~ 1 I
I
new noeulni Ai c tielu~c
Scale 1" = 30' V! \IY VIV \111• I IYY IY Y•IY
4/7/02 SPJ
PROJECT A 80217.00
SHEET SIZE: o-sU 4xJ6 30 0 30 60 90
SHEET SP-3
OF Scale 1 = 30
{ 5

fix
INDEX
C-/
LEGEND
C -C
LOCATED POLE
LL-/
CULVERT
EC -0
FENCE
EC -OA
CONTROL POINT
EC -1
AND EC -2
EC -3
AND EC -4
R-1
SHRUB
PF -1,2,4
SIGN
SS -I
T HRU SS -3
W-1
T HRU W-3
D-/
SPOT ELEVATION
DESCRIPTION
Cl? () S SING
S U,BL)I VISI01V
(PHASE I)
WEST COAST FUNDING, INC.
WEAVERVILLE, NORTH CAROLINA
B UNCOMBE COUNTY
DEVELOPER: WEST COAST FUNDING, INC,
OWNER CONTACT:
COVER SHEET
PRELIMINARY SUBDIVISION PLAT !/
NOT USED /
LOT LAYOUT
EROSION CONTROL INDEX
PHASE l CLEARING UMTS
DRAINAGE AND EROSION CONTROL SHEETS LZ
DETAIL SHEETS
ROADWAY PLAN
BILL MAR TINEZ
WATERS WEST PLAZA
1.401,310 HOLLY LANE
L UTZ, FL 33549
TEL. (813)940,-7944
FAX (813).*0-vwr,,A9-SS59
rruAL)vvHr rrrur iLL s
SEWER LINE PLANS V U YYl
WATER UNE PLANS
SEWER AND WATER DETAILS
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MAP
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----------
APPROX. CONTOUR
763.7 *
SPOT ELEVATION
MAP COMPILED BY PHOTOGRAMMETRIC METHODS BY:
GEODATA CORP.
LEGEND
EXISTING IRON PIN 0EIP
EXISTING MONUMENT O
TREE
IRON PIN SET ® IPS
POINT NOT SET O
PROPOSED PIPE CULVERT
MAPPING PROVIDED BY:
PREPARED BY:
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26960
'-•ti M. SAN
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G@oData Corp.
DIGITAL MAPPING SERVICES
104 EAST HORTON STREET
ZEBULON, NC 27597
[phone]
Vaughn & Melton
Consulting Engineers
Park Terrace Center
1318-F Patton Avenue
Asheville, North Carolina 28806
[phone]

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REVISIONS
NOTES. NAD li N.GOpID ms's N0. DATE DESCRIPT.
ADJOINING NAME PIN DB PG 1. AREAS SHOWN ARE SUBJECT TO EASEMENTS OF RECORD.
PARCEL 2. RECORD REFERENCES: D.6.1345 PG. 0738
3$ 3. PARCEL LD. NUMBER: 9753-03-40-7568
stare ~ aatn cord~m auncnmae comdv I WEST COAST FUNDING, INC. 975303407568 D.B. 1345 PG. 0738 4. THIS SURVEY CREATES A SUBDIVISION OF LAND W1TH1N THE AREA
OF A COUNTY THAT HAS AN ORDINANCE THAT REGULATES PINK FOX C M
I.Lloyd RBravn cerllfy tfgl fNs map was drawn under my sup~rrviston fran an 2 MICHAEL D. RUSSELL 975201488364 D.B. 2361 PG. 0634 acf~l surve,~ made under my dlred suparvlslon from rd'erence GeeOs iecorAeA In OVE PARCELS OF LAND. O
Lbed BooK 1345.Paaa738: 1MFtte ratio of nreclslar 3 FRANCES MARIE ANDERSON 975201489521 D.B. 1881 PG. 0363 5, AREA BY COORDINATE METHOD. ~
os cnlculaled by lal/tudes and Oeporluras is 1: f0,00i0r tfpl tNs map was prepared F
in aooordance wiM GS.41-30 as mneMed.wl/ness my alglnalslgroJUra 4 JEAN ROWETT 975201489674 D.B. 2044 PG. 0738 r3S 6. ?HE DISTANCES ON THIS MAP ARE UNADJUSTED HORIZONTAL p~
reglst~o~lon num0er.and seal tMs - day ar t• 5 MARTHA MADDEN ROHRBACK 975202580745 D.8.1465 PG. 0691 GROUND UNLESS OTHERWISE NOTED. ~
i91 7. BOUNDARY SURVEY FOR PARENT WAS TAKEN FROM A PEAT T
Surveyor 6 DANIEL PAUL STRATTON 975202592017 D.B. 2052 PG 0395 DRAWN 8Y HIGH COUNTRY SURVEYORS DATED 1~3~99.
f95 8, RIGHT OF WAY FOR PINK FOX COVE ROAD (SR 2121)
Reglstroflon Number 7 KENMORE ENTERPRISES, INC. 975202583998 D.B. 2397 PG. 0617 ill IS 45'. SEE D.8.1607 PG, 0569,
S CHARLES E.. JR. AND LUCINDA J. BALL 975202691431 D.B. 2170 PG. 0464 9. FOR CAROLINA POWER AND LIGHT RIGHT OF WAY 164 B. 14 4 P . 0 04.
SEE D. 3 G 7
9 JULIAN J. AND CAROLYN C. RICE 975202597859 D.B.1373 PG. 0157 10. THIS PROPERTY JS SUBJECT TO ANY OTHER RIGHTS OF WAY, ~7
RESTRICTIONS, OR EASEMENTS OF RECORD.
10 MCGILL ASSOCIATES. PA 975303401079 D.B. 1928 PG. 0097 97 I1. KENMURE ENTERPRISES, INC. HAS RETAINED A 2' WIDE STRIP
OF LAND ALONG 1TS EASTERN BOUNDARY LINE AND 1S
Sao VERN AND SALLY J FELTNER 975201493601 D.8.1802 PG. 0642 42 VICINITY MAP THEREFORE THE AD101NER OF RECORD. SEE P.B. 59 PG. 35 AND
P.B. 60 PG. 71 FOR FURTHER INFORMATION. NOT TO SCALE
S7oFe ~ Naih CarWlno 12 WAYNE 5. AND NANCY W. LEININGER 975201493364 D.B. 2326 PG. 0526 X26
Cournyot 13 EARNEST AND M. LYNN PINTER 975201494172 D.B.1728 PG. 0543
1. Reve~v orrrcer or couray,oe,~rry rnor me ,nap 43
a p/at to wrecn tNs oerNi~aallon is aiflxed meets all statutory requlram~eMs to recadlnp. 14 JENNIFER JACOBS 975201486734 D.B. 1833 PG. 0176 r'6
Dore
ReNew Officer
The forepofrg certiflaAe ~ o REVIEW OFFICER of
Cau~ryis certffled fo be correcP. Presented for repIat~aBon aM remrCed 1n 1Ns ~fke In BOOK OF MAPS P.eGE -_,tNs the _ Ooy of 20_ EXISTING IRON PIN OEIP
Ql ~Q~OCK EXISTING MONUMENT C]
TREE
IRON PIN SET olPs
POINT NOT SET 4 M~
CONTROL MONUMENT ¦
IPS W/CAP
ROY M. ROY M. AND pEBORAH Y. FIELDS PHASE LIMITS
1~ ~ T 8 975202692830 PROPOSED LO NUMBER Z
i' i D.B. 1134 PG. 0043 CONTROL CORNER • - ~ ~ J
i Z O
JOHN G. SHRAM ~ DERSHIE B. MCDEVITT i ~ fY ~ ~ v 4 ~t
975304613437 975304610036 r ~ ~ ~ ~ U
D.6.2052 PG. 0220 D.B. 1906 PG. 0081 / J
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HARRY S. AND CAROL U. ACCORNERO JULIAN J. AND CAROLYN C. RICE i .Att>iA / ~ KENMURE ENTERPRISES INC. v U
975300520185 r 975304506521 0165 A r ; ~ ~ I 9752O258$b48 w
D.6.2062 PG. 0795 ~i D.B. 0957 PG. 0393 W OQ ~ D.B. 2397 PG.O617 z m
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FHASE 3 n~ \ ~ ~ f ~ ~ ~ 23.589 ACRES \
5 ~ a~66 AC. ,
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~'t f 1 +QF OS4b AG ~ 0.511 AC.
PHASE7 SL g~ ~ +4 \ 6 I I `mil
~ 0.8U9 wC. 0.MJ AC. FHASF 1. 39.682 ACRES / ~ -
15.049 ACRES Y j l GIN AG
~~I-~ m°re A'~ ~ ~D ~ 1 I~ I ~ 0.5 G c a ~ o.czs ea ~ eo a>ta Cor . o.6Ea Ac. • \ a.~m Ac. ~ ow99 Ac. ? p
~ f/ DIGITA! MAPAING SERVICES
~ ~
\ ~ 0,6E6 AC. 0.606 AC' ) i \ / ~ 104 EAST HOATON STREET / ZEBULON,NC 27597
I - /~`C,--.,~ ~ (919f269-5744 ~ 0,(99 AC. i ) I
0.679 AC. 05 ~ . 0.605 AC. ~ ~ , 0.500 AC, . ' I / -7_.
'I ~ I € XI I ~ ~ Obtb AC. 0.676 AC. ~ ) ~ \ / 3 ~ a 0,60E AC. /
PROJECT SUMMARY: ` ! ~ s ~ i < ' ~ a~«~
' 0.58E AC 0.606 AG I ' ~ r • •
- PROPERTY UNE LOCATION lS APPROXIMATE w: i
- ALL ROADS WILL BE PRNATE W ~g ~ AO' ~ ~ \ \ ~ / OHIO AC. 1r ' \ Ob96 AC. ~ ' 1
- TOTAL AREA 68.32 ~ Ac. ~ ~ i osae ACl~;~ \ : 2 606 Ac. KENMURE ENTERPRISES
- PHASE I PROJECT AREA 29682 f Ac. FRED A. BLACKWELDER ~~=~G
- PHASE 2 PROJECT AREA 15.049 t Aa 975300367876 a \ ~c i i D.6.1131 PG. 0269 6~2 30 -PHASE 3 PROJECT AREA 23589 * Ac. ~ ~ - NUMBER OF RESIDENTIAL LOTS: 66 z;' ovice.c. ` ~ , osn osaa AC. ` 975201487327 6 O _ ~bo.696 Ac. Middlesboro,
a D.6.1954 PG.O4Ob ? ~o Ac. Ac• 1, ~ ~ Kentucky
~ ~ OS00 AC. I I 606.248 6600
- MINIMUM LAT S1ZE: (LOT !)16982 sq. fL ~ Greeneville,
-MAXIMUM LOT SIZE: (LOT 30J 4/377~sq. ft. x~E b9 a 61 0.569 AC. "c• ~1 ? Tennessee 61 Ob7i AC. ~ / ~
- LENGTH OF PRNATE ROADS: 5678 ff. 5~, 3`~ ' ~ ~ro a>~s 0.95 AC. ~ I l 1 423 b39 9271 a ` i. I I ~ A /
-MAXIMUM R0.40 GRADE lS l8% a`~ one ~a v~ p' ~ Asheville, I ¦ North Carolina
- SUBJECT PROPERTY lS ZONED R-2 60 828 253 2796
- REEMS CREEK GOLF CLUB SUBDNlS/0N l5 ZONED R-I ~ 0.615 AC. ~ i"'\ Copyright ~ 1998 Voughn & Melton ~ 1 1 AIIRights Reserved
ALL OTHER ADJOINING PROPERTIES ARE ZONED R-2 g~ 58 - I i
- ALL PROPOSED ROADS TO BE !8' PAVED P601 r osm mac. i`~ O f 1 ' I\ ~ 1
- ALL ROAD RlGH7'-OF-WAY TO BE 45' DRAWN: ACC
- CUL-DE-SACS TO BE CONSTRUCTED WITH 35'RADII ~ - - - _ ~ CHECKED: LDB
- RAD!l FOR TRANSITION INTO CUL-DE -SAC /S 35' ` ~ NAID 83 N,C, GRi~ JOB N0: 30067-01
- ALL RADII AT INTERSECTIONS TO BE 3d
- RlGI~lr-0F-WAY AROUND CUL-DE-SACS TO BE 50' ~ ~ SCALE: I'=200'
- DRNEWAY RlGH7-OF-WAY TO BE 45' ~ DATE: AUG 4 2003
- SEE EC-0 THRU EC-4 FOR A11. STORM WATER AND EROSION ~
M. MAYS
CONTROL ?EMS KENNETH A. AND ANN M. MAYS GRAPHIC SCALE SHEET TITLE:
- SEE SHEET R-I FOR ROADWAY PLANS 975201392954 zoo o ioo Zoo aoo eoo PRELIMINARY ~65
- NATURAL GAS, TELEPHONE, ELECTRIC AND CABLE ONES D.B. 1422 PG. 0165 SUBDIVISION
WILL BE INSTALLED UNDERGROUND
TION: - CONTACT ER. WEAST COAST FUNDING, INC. C/0 BILL MARTINEZ FOX LAIR CROSSINGS SUBDIVISION PI f IN FEET )
PRELIMINARY PLAT PLAT I Inch =200 ft. SHEET SHEET NO:
ENGINEER/SURVEYOR: LDEWAYNE BROWN, PE,PLS 2
ORWER,,* WEST COAST FUNDIA ~DING, INC. OF C-1
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1 V i Y~ i *I ( i .4 I I _ l ; , , ~ _ ~ ~ GRAPHIC SCALE v ~ ~ ~ ~ ~ EROSION CONTf~OL
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_ ; ~ 27 ~ ~ _ I _ _ - 1 , \ _ ~ , ~ _ , , ~ - , ; , . - : ; , . , , ; _ ~ - PROPOSED SEDIMENT TRAP SEE TABLE I
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, A , ; , / - , , , r - _ , _ ~ _ _ - _ SHEET TITLE:
- ~ S1 r 1 - - , \ t _ - _ - ~ ' _...-t-- , , ~ ~ ;2 / ,
, . / <D - - _ , ; . - - , ~ ~C , - ~ - ~ , , , , - - ;
% - ~ _ , ~ _ ~ , r - ~ _ - M1h~~. , , ~ , ; ~ ~ - ~ EROSION CONTROL
141 i v yr - ~ PLANS
0 - ol~ _4
,
J: ; a, T 2~450' SHEET SHEET N0:
LO C) l ( `
i 8 ~ ; 71'1, v ~ ~ ~ %t ~
l 2460- ; I IJEC-72
2560-7 21
b

~ ~ 1 ~ ~ ! SCWULIEN TIMpTHY G
~I~ , ! ~E X. Mh\. 1. S ~ a~ Sf0 DITCfI TEMPORAt~ PIN; 0841-06'28-8991
j' ~ I ~ r R ,~.2. ~ 3. 1 ' . DI E SIO DITCH PARCEL ID: 628-01 ~-DD71
a`~o a 3 ~j t~ 'pICKE~SON WILLIAM & EE'GGY ~ r ! ( PIN: 0841-05-18-8 85 / ` ''`iny: ~ f33 . ! D.B' 002978 000613 , ; A,.... ~ ; ~ ~
o 'I', r f PARCEL' ID: 627-0}``-OOy I'; k ;'E ~ ~ -RAP CG SSIPATiIR P ~D7 j P,B,~ DDD114~00008~
y ~ D.Q. 11 g1 /0007 i~ l; ~ ~ ~ l`~ 1' ~ / ~ ~ _ USES VACANT INDU TRIAL''•, ~ TREE PROT FEN ~ , SP-G ZONE- I-2 TEMPORARY
O v ~ ~ . ter,.. ' o ~ P.B.. 0014/0008 • . _ ~ . ' . RIP-RAP~~4PRON ( ) ~ F J-B WATERSHED ' ~
~ I USE=`-V{~CANT '7 A ~ _ _ _ N ZO - E R 0 , 2 . ; ',NEUSE. RIVER BASIN ~ SIL'1• F E COB. }
Site F _ ~ \`1 o - / , ~~/J B W,4T~RSHED,:' :.f . 1 \ ~ ~
~ NEUS~"T21`JER. BASIiJ r" `,C , , , - , ' / (n W 3 , PR
, e - ` ~ - L l ! N ~ ~ 1 ~ i ~ a \ X a = C ^ ' ~ ,k.- DIVERSION- H
' ! } R,efererice: at Book/120 ' ~ ~ / ~ ! PERMANEN
Z ~ P,9 • ` 4a ~ ~ ~ r ~ RIP-RAP ME (PERM.) ~ ( ~ jti , . ' . c
W ~ / / 1` ~ ~ ; ~ 14 ~ t`~
~ o ~ ~ ,~v o i ~ DICKERSQhJ, WII~EIAM &,PEGG~ . ~ ~ i ~ `GRASS ANNEL (PERM), t;_ A I . NI REDUCTION (,BASS V CN ; or ~ '~-RAP,FLUME ( ) 1 ~ A""EL (PERM.)
D / To ~ PIN: 084 ',0 ' 18-9 10 F` 5 UR , . , ; ``q ASS uMED,"~2.0% SLOPE ~ 1.5$ SL'f)PE, 3:1 S.S. 1 , . ~ , w 4' BOT KfOTH, 3:1 S.S. 1
NA o ~ , o ~ ~ ~ , ~ ` • FARCE i~. , ~~-01=ooa \ r ~ , ' ~ r i n
~ ~ i ~ ~ ~ ~Y~ ~ , ~ ~ jt D.B. 1183/Q. ~8 3' ~ , ~ ~ 8' IMDE'1EARTNEN DANL ~ti,
N i ` r ~OwAY ro'~. , ' P.B.... D-Q14/000$,; I' I i i f,,,,,..., . ~ L.F j~, 1 4' X 4' YARD INLET ~ =f ; . ~ ? : } - ~ - R~ 0 1 INV 3,63.0, RIM 367,0 ~e
SiR Wq ~ ~ ~ ~ fEr KF F ! ~ ~ ~~USE- VAC NT 1 ,i ~ ~'t S.~¢ f ~ TOTAL D.A.= 3.2 ACRES ,
i`~ ~ `BONE- ~;~0 ~ I ~ ;l.' . `f ~ " ~ ~ ~ 1 Tc= BO MINUTES SIP-RAP FLUME (PEHIrI)- ~ t I 1-10YR= 6.13 IN HR ~ ~M, ~i Z~
i~ I ; f~J~~. N(A`TERSN~E~ : . \ ..';I~. i , ~ ~ ~ ~F, , , \ ..GRAVEL PARKING LOT , ~ RAT(oNAL c- 0.75 Ph 19i9) 8UB-5082 FOREBAY (PERM.)_ ~ _ _ ,
~ ! `r I ~ ELSE -Rj~~i~1`~ S~SIN ~ n _ t ; 3 1 ~ - 1 ~ ~ % 1 I . r' ~ ~ 1 4 fOIR 14.7 CFS~ F~4 ~ r o Fx (9i9) 80B-508$ ~ EARTHEN WE1R (P M.) v ~ I CAP~4CIlY OF 15" ROP ~5.7491r 16.8 EFS
Vicini Ma 1 -700 ~ ~ ! W , ~ ~ ~ _ ~ p ! ~ ~ ! ' I (SASS LINED, CREST .360:0, ~ . _ € ~ a ~ ,PIEDMONT COMMUNICATIONS Cp o~noo P.~
i ! € ~ ~ ~ DO.~~ B PIN: 0841-05 28 2117 ~ ! ~ - - 0=12', L,~~~S'S.= 3: i I ~ d I t ` ' ~ PIN: 0841-06-28-6488 ,
- - AR Tax Map 628 01 004A i i , o ( ! ~ , ~ ~ ~ ! SP-G \t. ~ . , -"812 ~iI , ' WET PGN1D k OUR T SJRLICTURE " t` ",PARCEL ID: 62g-01-004B
! t ~.i m o ~ (Ni>ROCEN RE~u~fl j (PERM.) I ~ X11 1 I ~ - + D.B. 1497 0375 E (PEAK FLOW REDUC ON) s
I k,,i~ , ENCHMAC~K ~ (srlsaENDED saro REDUCnoN) ~ i ~ P, B. N O DATA SOU N D o ; , r,,
' i ~ Nail in 1 ~ Oak: ~ EROSION CONTROL KEY (Tt ,i ° ' ~ ~ ~L=~80. 2 r-'.r-~'. ~ A U,SE- COMMERCIAL 45 x PROJEC 6ATA _ %
Q ~ ,r ~ ~ ~ ! IG. X ~ I E ~ . ~ fX. ZONI ~ LIIP)~~ii'~ ~ n I , ~ 14~. ~ ~ r ~ ° ' BONE- I-2 & 1-1 o $ -PROJEC AREA- 3:35 ACRES i,; ;
l < ~ ~ Ex optRn uNE N 88'01 ~ E l.... • ,I . ~ i 3- CONTROL ~ ~ o , ~ ~ ~ ~a n ; OWNER EAftC J. LATTA AND_O.M. LANE ; F~J-B WATERSHED w ~ _ _
TREE PROTECTION FENCE rt; ~ ~ ~ 2,93.44', ~ , ~ ~ ' , ~ ~ ~ I ~ - - - ~ ' N i ELISE R VER A IN ZONED 2 B S - ~i
j r I VEGETATION ~0 REM~N IN TNI ' ``6 ,:3~ , l B .1 Q' , ~ o ~ 1
DO NOi DI Tl1~ x } 1 j` ~ 40.Q ~ + EX ZONE 1~ - i SILT FENCE , I ~~e PROJ`cie~y \ r ~ ~ ~ _ \ I,..., , RIP-RAP PLUNGE P 'k GRASS tEYEL SPREADER•~pERM.J
EX. TREEUNE ~i P i ` t , , , ~ " I ; ~ 9. W ,~-~.F.
, 6 x x ~ 40' eur~ERi (etc s vncwr} _ M _ _ ~ - r F1LIQ? FABRIC.
SILT FENCE OUTLET n - _ - _ - I n ~ jf ~ .-T"` ~ 4Vrar~ded ; ~ m TREE PROTECTION FENCE , w j~,. i ~ ~ GARAGE/SHO - ~ ; ~ \ , F GRAVEL PA KING LOT - + ~ ~ ~ ~ ~
1 ' r , , DISSf~ATOR A~ERY.y) ~ t ~ j (TEMPARARr) ~ ~ _ \ DV-0 i - - ! I~- a _ SD10 4,750 S.F ~ 0 ~ , ~ :RIP RAP Fl.UME PERK - ®~C E g s
DIVERSION ~ L zo, ~ f4, O ~ ~ ~ ~ 3D13 rD~ ~ aso~r2"~'~'- ~ i SP-6 ~ ~ ~ ~
DITCH PLUNGE POOL FOR 36' R(~ " ; ~ ) Ex TREEIINE L=f~; w= rz; D= 22; ads' l ~ ~ . \ ~ A" 43
.I ; ~ 12" DEPRESSION EL X45.0 m o ~ ~ ~ . rte. ' ` STBNE Bl7tNf EL. 347.5 0•T S B TIMBER EDpNG (PE M.) . ' . ~ ~ l i OFFlCE ~ l~ °
GRAVEL ~ ~ ; l 3 ~ ~ , - A...~ ~ ~ . Q . X W ~ - SOCK ECK DAM PERMANENT ~ . ~ ~v, . ~ X. 1REE11NE ~S°
CONSTRUCTION ; ~ ' R0 K CHECK DAM ~ ~ : . F. -6 - ~ 1- L F~IG~ I GRASS LM~D NCY SPILLWAY - ~ : ` 1500 S.F. ~ ,I ~ k,
ENTRANCE N. ~ y o . 0 ~ ~ saa "1 `~W A CH PERM. ' d ~ ( ) 38 L.F. 15" RCR OJ2.1% • ~ (NI BON) , ~ aTA sinrm, 3 SLDPE ~ DIVER ION DITCH;.....
~ ~ ~ 24' DE GRA ` RIVEWAY P ~f~ 1 ~ D a O 4' BQT. N1DTF1, ~'1 S. Y s>-' I ~ (PERMAN T)
ROCK CHECKDAM , 0 ~ : u~-~' Rim i ~ 5 . .In ~ 1,6 ~ r I ~
~ ~ _ ~ BUC iARr SEMER Inv. X1.63 \ ~ ~ S ` ASS ~ ANNEL PERM. +
_ > ~ , a ~ ~ ~ ~ " P 5d i RY SEWE ®;9.14 X251. 5 L.f 8 H;, ~ ` WATER (NITRQG`EN REDUCAgV) -
~ X i , CR~$S'~uNED, 2.0% SLOPE 7, ,L. , F 8"'$•S. 'p'~ 0 3,~~~4T. N1DTN, 3;,1 SS
X. SSMH a W ~ for waf E°s t _ - 4 .N, ' ~ 25' ~t f Duyham So 3 ~ I 74A0' ~ ~
lnv.ln364.7a' 361.4 3' ~ \ , ~ ~ RD a' ~ 1N~ IN 355.53 ,
Inv.0ut364a64 ~ '`ti INV. NV EROSION CONTROL CONSTRUCTION SEQUENCE li , , . • ~ \ `•3656 INV.QUT 355.43 _ - " / ' I -"2 ZQ~ E- ~ ~
12' 122 Lf. 36' RCP 0 1.OOX , iNV.OUT 344 \ ~ ~ r ~ ° I ,
PART ONE- Before Pre-Construction Conference ~ ~ ORAVA I MM. ~ , ` 8" W,L `COB. ~ . NE , . , ~ , ~ 1H . ' Alki
' 12' W LNr6 ' ` ' ' ~ ti. 1.1 Obtain a copy of the approved Erosion Control Plan. ~'6 GRA~L x" i , , ~ ~ ~ rn
. RU TI 1.2 Install all Orange BaRicade Tree-Protection fencing and notify Protect Engineer and Durham County Eroson and Sedimentation 1 r' ' , ~ ~ LL c~
'F.i ~ - Control Officer when G !s completely installed for inspection. I ' 14.0' VEL pR1VEMh1 ~ ' , a ~ x ~ - ~ I f.
i (it]PpPAr71~ ' ' 820.0 ( ANENT); ~ 1.3 Do not disturb the site. ! ! ~ ~ .~F ~ • ~ ~ ~ y = Ql
~ _ ~ k ' .1, • o ~ \ ~ , , ~1 !.A 1 SILT FEN ( >7 ~ ~ ~ o
•1 ite PART TWO- ~ 70`. A12 ' n nference at S Pre-Canstruda Co A ` 81L E E" ~ . I2 ~ ' as . \~1 ~ nay PaoTEC>kw F~NaNc . ` ' 2 w
Q • ;F ~ Bas ~ . ~ 2.1 Contact all parties interested in attending aPre-Construd'an Conference in order to sdredule a date that al can attend b dreareathe 3 ~ fNtET PRO ' iEtIP SIL „~'E ORARi' ' ~
project and erosion control plan. These indude, but are not limited to the following panes: Project ovmerorrepreserrtetive, Duham EXTEND T HEAD ALL - , ' e r 919-806-5082 or 919-451-0719 Gredin contractor, afDurham , v3P..6 NVLET~ROTECTION ~ ~~6 \ ' c1xuERr w ''x~?AT10M to aarw N nra Aril ~ ultrs aF;asTURBAI~E W = ~ TAL = 49.. ACRE RIP-RAP ~ DO NOT D1snIRe ~ w ~
County Erosion Control Officer (919560-0739), Protect Engm e ( 9 CriY Ek ~w ' Engineering, Utility owners, etc. ~ I - 0 S=4" SQU YARb INLET PERU, ~ r~ Ls~ D, w 1. 1 ~ ~ 1R=• 4.x'4 IN D- 30„ ~d51~-1~"~ i`°I'' ~ Q
x ' TREE PROIECnoIV FENCE , ~ . 18 r~ ar , t 8 ~ ar , 110N ~C~0.679 , r J I ~ J w
2.2 Notify all interested parties of the agreed upon Pre-Construction Conference date and time. Albw at least one week of notice before ~ j' ; - , INV IN 34x3, INV SIT 347.? (T RIM 351.5 the scheduled conference so that all can attend. ~ ' ~f0 Ook E • . _ \ ~ ~ ~ _ ~ . ~'OTAL PARCEL DATA ~ Q. ~ i d ~ _f.~s~,. ifi ~ ~ z
~ ; ' 9A~',~ - D.A. TO L~L- 3.04rAfa. '~,,r I ~ t7 i ~ TcTO'~YL= 1Li IQNl11ES~~ v ~ \ ~ I f~ , \ . ~y~.. , 1T0~'AL ~AR`CEL AR`EArt 13.0 A"CREW W o
2.3 Attend the Pre-Construction Conference to discwss the project and the erosion control plan. The party responsible forthe installation ffC ` ~ ! i*101R,,T0 Y.l.= 8.13 pV R and maintenance of the erosion control measures should become thoroughly familiar with the approved plan before attending the ! , I _ \ ~ COD, / 10.0 NO 1. J BUILD . E , ,,V r.- 0-~VN~R- :EARS. J. f LAT~fA AND` O.M`. LAND ~ ~ ~ ~ .
1 ape RA11Ql3IAt }C TO Y.f. 0.30 ~ ( ~ pre~,ronstructian conference. ~ 5"~la' le ~ Q-~10}~°TO,,Y1.= 5.6 CF,S , P iREELN+<E f ~ ~ ~ ~ ~ r D \ \ ~ v, ,\y~ y _ I ~ o ~ ~ , A / PIN:; 08,41-D5 2$-2117 r I ~ ~ Q z
2.4 Install a rural type mailbox marked "PLAN BOX" at a convenient loai!on near Hoover Rd. on the left side of the gravel oonstucion \ ~ \ , , ~ I /PARCEL ID 62g-01=004A.~ ~
~ ~ ~ ,TOTAL' D.A. rT0 38' PIPE= 14.94 ACRES entrance (as fadng the project site) shown on the plan . This will provide a dry location for keeping a copy of the approved erosion cordrol 18.0' STORM DRAINAC£'ES6~T. ; `t ' N r~= 1f i~INUTES.. • ~ ' \ p
' f r the erosion control officer to leave co ies of site re tts for the Owner and Conbador. The on the r } ` ~ ! ~ _ ~ Ian on srie, as well as a place o p po ~9 f . ~ - p ! . i w . ` ~ „r V£~TA110N i0 RENA~1 MI;~S ARE~% ; 1-lOl~t- 5.95 IN/!IR i",,fir. 2 D I~ \ \ ~ ~ 1 Maple r' ~1 W O ; ~ ~ , i \ D.B. }512/534 P.B: 12040 R STRATEGIC MATERIAL INC ~ ~ 20.0 t ~ r
Ian box should be raised b the Erosion Control Officer to inform the Owner and contractor that there is a report in the box. ~ ~ ~ ;a 18 RAT10NAt- C= 0.38 P Y j p DO NOTDISiURB • ZONE 2 t~TOrR= 33.8 c;~s _Y CURRENT USE- VACANT; ~1 PIN: 0841 ~06~38-.0213 ~ O N V ZONE 2 1 \ f „"4 \ ~ i I
I ~ PX. ' CP CAPACITY OF 36" RCP O~1.0~ 66 ~6FS ~ ~ ~ ~ PARCEL ID: ':,628=01~-004 r Z0~1E-;~I-2 AND ;f-2 D ~ a Z ~ , ~
PART THREE- Installation and Maintenance of Erosion Control Measures I ~ ! ' `lrrv. 1".2 S' ARE 00. JUNCDON,80X PERM. ~ } , ` ~ } INV. IN 361.1 - ( I ~ i D.B. 02066/00832 E J 6 WA~'ERSHED I = O ~
in ro'ect b installin the ravel construction entrance and eta in the installation of the two drivewa culverts. These are the 60" ~ I ~ rA?' INV. OUT 3 j4 MOODED AREA i 31 8e9 P J Y 9 9 9 9 Y i ; ~ P.B. 00133~0~088 ~ - ~ , I W NEUSE R14lER BASIN ; usE- coMM IA 0 ~
" ro 'uction box and acct inlet that b sees the otfsite dra' from the 1 ~ ~ `t CONC T W `365.5 v,. rcp driveway culvert and headwalls and the 36 p,1 Y YPa ~ cortwrg 9 ! ~s ` y, \ 30" culvert at Hoover Rd. Once these materials are on site, begin clearing along the driveway and 18' storm drainage easement and work ,T6 % P CEILVERT ! ; ~ ; ~ ~ ERC ~ W ~
the badd~l material for the culverts. Once TOT D = 11. t I ' I towards the main part of the site and determine the location of the cut area that wdl provide k 9'v!\CRES ( • , j t ` \ N r1.. ' 1 1, ~ ZONE- I-2 Z w w . \ i i ~ F J-B WATER H ~ ~
in m 'ust bebw the 60" advert and Tc= 10 1ES ~ TEMPOk sufficient machinery has mobilized to the main part of the site, remove the ex!stmg 18" cmp the strew 1 ~ pP ~ , TREE PROTECTION FENCEt A?~ stabilize the resultin disturbed area with straw and seed. Be in installation of both culverts as soon as possible and complete the h10YR=r 6.13 iN/HR ~ , ! ti Q ' 4"Maple ' ''t•,, , \ ~ , cr~ \ ~ , ~ W ~o ' \ , NEUSE RIVER BASIN J d O
9 s sable. As backfillin gof the culverts be ins install the sift fence at the entrance and exlt of the RA11014A~i C= 0.40 ( , ~ 36' RCP 8 L.F. ~ ``4 installat!on m as short a bins interval a po g g " j I ~ ~ ~ - I , ; \ l
60" culvert and at the exlt of the 36" culvert. Next, be in installin the remainder of the 36 ' ' and two box stnx~ures and iwtal inlet 0-1018= 29.E CFS 6 ~ ` ` 9 9 PrWn9 1 ~ I I I ' ~ I~CfTAnOM'i0 RE6fAW W TdS AREA` 1 i protection at the yard inlet. Install the plunge pool at the exit of the 36" rcp and the inlet and outlet ritxap Goings at the 6lY' rcp. ~EK ~ti' ti(7 $ ~ n• ~ ~0 NOi DiS1URB ~ ~ ~
~1 i X , ~ ~ I
3.2 As the clearin roceeds and the main area of the site is accessed, be in in~allin the 296 Lf. of 15" rcp that bypasses the ortsite j,, ~ m NEUSE RIVER INTERMI>'TENf TRIBUI•ARY t ; • 9 P 9 9 't ~ / f' ~ .Y I I ~ ~ : ~ .
drainage from behind the proposed building. Once the flared end section of the 15" bypass piping is installed and before any grading i ~ 1 'RIPARIAN $1R AM` 4. ~ rwrhiie iretaN the remainder 00 E BUFFET? / commences, install the remainder of silt fence and sift fence outlet below the permanent detenton pond. Maa ( ~ , I , ~ ~ ~ r ,
CONTROL CORNER EACH,: SIDE OF BTREAM BANK ~ 4 , of 15" rcp and build the yard inlet at the upper end and constn~t the permanent diversion ditches at the top of the ad skrpes and divert the \ '
offsite drainage to the yard inlet. Immediately stabile the diversion channels leading to the bypass inkt ensuring that sedimed does not contaminate the bypass runoff. Install any remaining silt fence and temporary diversion ditches.
3.3 Inspect all measures and make sure they are functioning as intended. Ensure that all site generated runoff is directed to one of the ' sediment control measures. At this point, the site should be protected from sediment leaving the site. Next, begin the earlhrrrovig 40 o
operation and start bringing the driveway up to design grades. As the driveway grade is broughk up, begin stabilizing the fiG skrpeswGh 0 40 80 120
straw and nettin and ress seed in order to minimize the erosion of the drivewa fill slopes due to prolonged exposure. Begs 9 9 Y constructing the earthen dam and ensure that the compaction of soil in and around the dam structure is performed to spedficatione. z 0
Scale Scale 1 = 40 F
3.4 As the eatthmoving operation progresses, inspect all sedimentation measures after each rainfall event to ensure that no sedmerds
leaving the site and that the measures are operating as intended. Clean out the sediment from the measures as necessary to ensue tltat they continue to perform as designed. Add measures if needed. 0
3.5 As the cut and fill operation of the main site nears completion, the detention pond outlet stnrdure should be completed and the eartl,bn dam and pond brought to final grades. As soon as the detention pond outlet is built and the dam can begin impounding mnoff, install irtbt _ ~
protection at the pond riser and direct all possible runoffto the detention pond so that it will begin serving as a sediment basin. At the Seeding Schedule for Slopes 3:1 or Less ZQ ~v
same time, complete the stabilization of the bade side of the dam. As soon as the back side of the dam is adequately stabilzed with a FaU/~nter/Spring Temporary Cover August 15 -May 1 good stand of Red Fescue grass (used specificaity for sopes greater than 3:1 that will require little maintenance}, install the rip-rap plunge Oo ~a
pool and level spreader . Next, the gravel parking area should be brought to final grades and the timber edging installed at the same time Lime 100 Ibs/1000 sf
the grass channels to the pond are stabilized with seed and tacked straw where shown or just seed and straw. The temporary lining in the 10-10-10 Fertilizer 25 Ibs/1000 sf channel bottoms helps to minimize scouring and encourages grass to take hold. Install the rip~ap flumes at the breaks in the timber Oot Seed 2 Ibs/1000 sf o ~ tz z
edging. Ensure that filter fabric is laid down properly before the rip-rap is placed in the flume excavation. The channels that don't receive Rye Grain Seed 1 Ibs/1000 sf SITE AND EROSION CON NOTES: :s. Senior En I r
asphalt tacked straw carry little runoff and can be stabilized wlth only straw. Strow Mulch # 100 Ibs/1000 sf 9~
a. The tree protection fenceprarla the limits of disturbena imits of disturbance. ~
PART FOUR- Site Stabil¢ation Srxnmer Temporary Cover May 1 -August 15 b. All tree protection fencingort this project is required to t sect is required to be installed and inspected before the Ong permit is issued. All
4.1 Graded slo es and fills are to be looted or rovided with ratective cover suffident to reduce erosbn within 30 workin da s afterthe Line 100 Ibs/1000 sf tree protection fencing Shal~be maintained until all Site vvo p p p p 9 Y 10-10-10 Fertilizer 15 Ibs/1000 sf shall tie removed or to thtfinal site ins ection for the a led until all site work is completed and the final ir~sper:tion is scheduled. The Penang
completion of any phase of grading. All areas upon which no further land disturbing activity will be undertaken are to be planted or provided Br!ownto Millet Seed 1 f ~ ~ p Ispection for the certificate of occupancy (CO}. K. WRENN
with rotective cover wlthin 15 workin days or 30 calender days (whichever is less). P 1 Ibs/ 000 s p 9 Straw Mulch ~ 100 Ibs/1000 sf c. Total disturbed area: 3.9tb saes ISSUE
4.2 As construction progresses, maintain all erosion control devices. NO. DATE DESCRIPTION
Spring/Fall Permanent Cover March 1 -April 30 d. Overlays: Falls Lake Watershed (FIJ-B}I Neuse River V 4.3 When construction is cemplete and all areas are stabilized, call for onsite inspecton by the sedimeMatan and erosion control offia>ro1 August 16 -October 31 -B}I Neuse River Watershed. 1 StfEPIANSUBbNttAL
Durham County at 560.0739. e. Establishment of permannt ground cover will be requir 2 7 SIfEPLANi'tE,Sl18NNffAI over v~ill be required withi n 15 world ng days or 30 calendar days (whichever is less) of 3 9 SRE PLAN RESUBMIiTAI
Lime 100 Ibs/1000 sf 4.4 If the site is approved, remove the temporary measures and seed, pave, or rip{ap the resulting disturbed areas as required. 10-10-10 Fertilizer 25 Ibs/1000 sf last grading effort.
Improved Turf Type Fescue Seed 7 Ibs/1000 sf
4.5 When vegetation is established, call for a final site inspection. Straw Mulch ' 100 Ibs/1000 sf f. Cut or fill slopes greater than 3:1 require apshatt emulsi wire apshah emu~ion tacking or hydroseeding.
Seed temporary cover to stabilize temporary sedimentation control measures and g. A pre-construction conference is required before any la uired before any land disturbance takes place. Cal Engineer at 9194M5082 in DATE DRAWN RLE (NAME
other disturbed areas prior to final grading or if advance at least 48 hours. Ensure that all interested part t all interested parties have adequate notice of pre-construction meeting. 4/7/02 sn-STAKE-uruff
planting season is not suitable for installation of permanent cover. Seed permanent cover when final grading has been accomplished.
PROJECT 80217.00
SHEET SIZE: D WE Q4W
SHEET SP-6
OF

5'-4"
= r PRECUT oa~+E>F coax Mac rcNCE ox Mo~c Fl~ ~ REMrnIE M1fll HANDLES A~ ~ A TREES 1~. OB 3" ~4 BARS 3" ~ TYP. TM,AL ROOT AREA 2. Hf SEQUENCE: 1. OBTAIN APPROPPoATE PERMITS 2. HOLD A PRECONSTRUCTION CDNFERENCE 'MTH THE LANDSCAPE PROTECTION SUPERVISOR,
rs uNPROTECIED. 0 a 3^ r cTm caNSTRUCna+ ER A:1bN ARCHITECT OR LANDSCAPE ARCHITECT AND IAtBAN FORESTER. 3. ERECT TREE PROTECTKM FENCJNC
6' OPENNC TiP. 4. CL XI ~ ~ - ~ x - ,/r yuoTM eu~ 5. INI _ ~ _ 4. 0.EAR AND (XtUB TREES AND SHRUBS TO BE REMOVED HOULDER ACCESS ACCESS SHOULDER DITCH 5. INSTALL SqL AND EROSION CONTROL MEASURES
" w. Y_4. 6. Rf ~ ci " 5-4 L J RETNN 7. EM ~O 6. ROUGH GRADE SITE $ -O 12 -O 12 -O S -O ~ -O 7. EXCAVATE FOR FOOTINGS, INSTALL UTILITIES AND CONSTRUCT BUILTNNG & FlNISH FlNAL GRADING AND PAVING TIE INTO EXISTING
9. RE ~'-4 m "O r X 4' 3~{• RIOIIS CRIx 201E 10. R 9. REMOVE TREE PROTECTION FENCING 10. INSTALL UNOSCAPING SLOPE
8' S-r Ya£ ~ ~ S O ~ CR RDHYE ~ I ~ ® „ 3° #57 WASHED S70NE
4 11 /16 ~ ~ R iR~ o TREE ~C rMyER 49 SLOPE 4
DOWEL "C" ~ r 2~ 3" PLAN TIE INTO EXISTING SLOPE B% SLOPE-- SLOPE ° SLOPE ?
b ~ NOTES: 5'-4" (WITHOUT TOP) y 1. RooT PRUNE TREES TO REMAIN WHERE CONSTRUC110N Ac11M11ES MILL SEVER ROOTS. ER R0015. ~ „'A ti
~b 2 ANY 1REE ROOTS EXPOSED BY CONSTRUCTION SHALL BE SEVERED CLEJiNLY MI1H A PLAN OF TOP SLAB ~ >EW PRUrm~G raa. rA1H A LINE WITH MONSANTO DIM C34 FlLTER CLO1H OR EQU OF VpRK, 7" C.A.B.C. ~ IF RIPRAP LINED
STANDARD MANHOLE COVER k FRAME z~ Pub 5'-4' BdtlD1E 3. DO NOT gSPOSE # ANY CHEMICALS OR REMOVE SqL OUTSIDE THE UMITS OF WORK 4'-9 3 8" / T ~g ~'m ~ Aaauo xMa~E yuu ~ 4. NHEN INSTALLING NEW LANDSCAPE PLANTS, DO ITT DRIVE EQUIPMENT UPON OR 7„ ~ ~z vAxmaE y1N(t ANO xANpE y1µ1 ff iT1EE TO gSTURB TILE $qL YATHIN 1HE CRFlICAL R00T ZONE OF EXISTING TREES ~ oR ORANGE TENSAR PLASTIC FA&tIC OR ,EWAL KEY ALL STONE INTO SUBGRADE , ~ HE1tlITH t>F BE APPR070<IATELV ~ SUBCRADE COMPACTED TO 95% RIP-RAPPED OR EXCELSIOR
4 BARS HOOK 7" ~ IU A A NA%. t' ~ ~ ~ ~ 5. AT 7HE STMT # GRADING INVOLVING 7FiE LOWERING # EXISTING GRADE AROUt~ 6" # 4 7/16" RADIUS HOOK ~ PyE saE~, r EaMO A TREE OR STRIPPING # TOPSaI, A CLEAN, SHARP, vER11cAl Cur SHALL BE e' s>Ea Io . SPACMG MAICMIm SEE P DIAN WEWWHERE SPEgFlED SHALL BE
® 1D" O.C. ~4 BARS ~ ~ IsP ~ MADE 1FE EDGE # THE TREE SAVE AREA AT THE SAME 11ME AS OTHER " n n 6" z e• EROSI CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCNNG 6 Y BARS ~CONCREIE TOP sue ~ r SHALL BE INSTALLED ON THE SIDE # THE CUT FMIHEST AWAY FROM THE TREE a °FENaNC ~ 24' GRAVEL DRIVEWAY
TRUNK, AND SHALL REMAIN IN PUCE UNTL ALL CONSTRUCTION IN THE V1CR~H1Y M THE TREE 1E VICIFNTY ?QUIPMENT
BAR DIMENSIONS ARE OUT TO OUT DCMEL ' ~ # THE TREES IS COAU'LETE. NO STORAGE # MATERIALS, Flll, OR EQUIPMENT ~ Y 5' ANO NO TRESPASSING SHALL 8E ALLOWED MITHIN THE BOUNOMY OF THE tlEt>~E.dIIdeml~ ~fdtl, PROTECTED MEA. THE
~ V 4 ~ O 6. THE ROOT PROTECTKXN 20NE IS AN AREA THAT COVERS 1' RADIUS FROM THE eoM THE 1p TAESPA4$!IG NI1iN TRFESA\E AFEA' VlV/'11.1 ! 7 EIn71r.G7 PrJL A~ ~;"~aG°1E010N STEEL FENCE POST
m" DETAIL OF YARD INLET TRUNK FOR EACH 1• CALIPER # THE 7RUN(. 6 0 7. WHERE BOTH TREE PROTECII~I FENCING AND SILT FENCING ME REQUIRED, 1HE d~ ~ TREE PROTECTION FENCING SHALL BE It$TALLm CLOSEST TO THE WOOOLINE. ~aouNETME ~ emll ~ WIRE FENCE S~CTIC oN 19~ S®WK~ 1~,
~ ~ r' ~ B.7REE PROTECTION FENCE TO BE MARKED EVERY 75 TO 100 FEET APART WITH ~ SIGNAGE N BO1H SPANISH AND ENGLISH SAYING 'KEEP WT• IRT WITH HARDWARE CLOTH 1 $UTF ZOO'C
NQTE:, IF PROPOSED STRUCTURE EXCEEDS a - 12-0 VERTICAL HEIGHT A DESIGN WLL B : _ PRECAST CONCRETE COVER W/HANDLES r f/{11'Y-I/'I~j !N 2~~
6" BE REQUIRED FOR APPROVAL FILTER ° j FABRIC ON
I 6' I ALL R~NFCRpNG STEEL SHALL BE SINGLE MAT; EXCEPT D~IBLE MAT STEEL MAY BE USED RJ ~Z ~ ~ ~ ° i GROUND Fx ~(~$-5~$;3 FILTER OF 1 DIAMETER
PLAN OF BASE SLAB uEU # HOOK BARS IN BASE SLAB. 4 X 4 YARD INLET TREE PROTECRON FENgNG WASHED STONE Ql.lry BgHMT1~{ P.A
3s• SP-6 SP-6 INLET auTlFr
PIPE EgPE BURY WIRE FENCE AND ~I HARDWARE CLOTH
s' 'ABRIC
•Y Il-I 4' FlLTER FABRIC ~ CONCRETE BASE Sue BARS ® / COMPACTED SOIL 2' MIN MONSANTO BIDIM - C34 c 5'-4" SQUARE BRICK JUNCTION BOX TO BIDIM - C34 or EQUAL
OG WIRE, 12 GAUGE MIN., 4°x4°
SP-6 SECTION X-X OG WIRE, (y~Tf1 TOp} UPPORT F Z UPPORT FENCING
~ FLOW STEEL OR WOODEN, (2x2 OAK) POSTS AT TEN FT. PLAN
2' MIN co MAXIMUM SPACING
_ ~ 3'
PQ 0 -
0 o~ ~ s' TYPICAL SILT SILT "!Natrt FENCE END FILTER FABRI HERE FENCE
O~~G ~ P~ TEMPORARY DIVERSION DITCH
50 MINIMUM SP-6 ' 4 MIN. ~ ~ ® ~
~ ~ , ~~A r.
I~ I I WASHED STONE IN TRENCH ~a ~ Z _ I , Q _ ,
I I AND 6" UP THE FACE OF SILT I > ~ ~ I'! ~ FRONT VIEW
5' RADIUS FLARES CULVERT FENCE -CONTINUOUS. ' & F.E.S. .i:._ i
6" TRENCH N H ~ E C ~ Z N I ,t I~~
6" MINIMUM _ I - ' ~ ~ ~e ROUND SURFACE + I •
MI ' 12 N TOP OF SILT FENCE MUST BE
2"-3" ANGULAR AGGREGATE - OR APPROVED EQUAL BY AT LEAST 1' ABOVE THE TOP
ENGINEER ~ SILT FENCE POSTS DRIVEN 18 INTO GROUND OSTS DRIVEN OF WASHED STONE u 3" INTO GROUND 6 ~ SILT FENCE OULET
Z J -V _ FABRIC FLAP ON BURY WIRE FENCE, FILTER TRENCH BOTTOM STEEL FENCE POST SET MAX. 2' APART N TRENCHVD HARWARE CLOTH
La
F.E.S. RIP-RAP LAYER w (SEE PLAN FOR ,n
MAINTENANCE FLOW RIP-RAP CLASS) a . , °w
THE ENTRANCE 91ALL BE MAINTAINED IN A CONDITION WINCH WILL ~ ~ PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. ~
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE, W L ~ - AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANWT OF ANY ~ ~ ~
STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, FlLTER FABRIC $EE PLAN W DROPPED, WASHED, OR TRACKED FROM VEHICLES ~lTO ROADWAYS OR SEE PLAN 1.5' MIN.
INTO STORM DRAINS MUST BE RE610VED IMMEDIATELY. PROFILE VIEW PLAN VIEW
~ GRAVEL CONTRUCTION ENTRANCE RIP-RAP APRON ~ LL N
ARMOUR ARMOUR SIDES OF I / 9° MIN. r~ ~
SP-6 FES W RI FES W RIP-RAP & _ ~ _
FABRIC fn W FABRIC FLTER 0 _ FABRIC ~ I
rn W LL
GRAVEL PARKING STANDARD METAL POSTS 2'-0" IN GROUND O
30" OPENING RIP-RAP FLUME 4 W ~ J rz ELEVATION - ~i
6Xfi EDGING 6X6 EDGING GALV1NIZED - 2• II~-~ 1 ~ HARDWARD WIRE - - W 11.0 _ ~
CLASS "A" STONE FABRIC EXTENDS TO - - - - ~ I- ~ ~ uJ ~ W
15" THICK TOP OF BOX .I - - _ I ~ TOP OF STONE BERM ~ 0 ~
12" 'III- - II. II (_I c N EL. 247.5 W J
Z Q ~ , ~ - 6° THICK LAYER OF FLOW ~
` 3 4" STONE O S ~ TREAM BUFFER
w ~ ~ • . , ~ . - „6~;~-~- RCP ®1.0~ ~ . ~ - - - FILTER ` w~~ 24° r , _ FABRIC 2.• MAX
~ AT CENTER ~ r, Z ~ ~,d. - - T
. ~ 1 1 ~ I-III y ,;fir W o II- O y , . I t75
- ~ I ~i ~ ~ ~ W O N U CLASS A O
.r> ~ 4 SET FES IN PLAN VIEW EROSION CONTROL STONE ~ ~ LINE RIP-RAP Q N Z ~ ~
'4i ~ CONCRETE & PLUNGE P00 _UNGE POOL BOTTOM W 8D10 RDpc CJiECK DAM N i ~ _ ~ SECTION = O RIP RAP ~ _ z ~
SECTION A-A ,~k' - T N DEPTH= 12 SO E -PT - FILTER FABRIC I x ~ ~ M, _ H- 12 CLASS B 0 ~ ~
SD10 RIP-RAP FLUKE ~ Y W a ~ m 0
SP-6 22 THICK Z w W ~ ~
Q 0 ~ • ~ W ~ ~o J do -

~ MAET PROffCTlON # 57 WASHED STONE PLACED TO A HEIGHT ~
OF 12" 18" MIN. ABOVE TOP OF BOX 36" RCP PLUN(~ POOL
SP-6 SP-6
~ 4' I--
z~
~ m
~ 3 Ooo
4' WIDE 6" ~ _ g
DEPRESSION W/ w TOP LEVEL W/ p
NATURAL GROUND Q W zQ ~
A A ~ Ooa
NOTE: INSTALL INLET PROTECTION AROUND d. !n RISER AND OPEN BOTTOM DRAIN WHILE BASIN
IS BEING USED AS A SEDIMENT BASIN. SEE `~i-~-- ( , w o~ ~z
DETAIL SD-11) S C11P i I I ~ ~
I I J Senor Engineer:
24"0 CMP RISER = ~ 1, w W/ TRASH RACK CLASS "B" RIP-RAP , . _p K. WRENN
WETLAND SPECIES 18" THICK VW1H 4, 3 SPILLWAY EL. 260.5 BY SEED. (1 LB FlLTER FABRIC. ~ Drawn By.
WETLAND MIX} O 8"0 ORIFICE
.0' ~ BOT. EL. 359.3 ~ ~ GRASS uNED LEVEL K. WRENN
(FACES POND) DAM EL. 362.0 SPREADER. SEED OR ISSUE
3') tit 111- I~ ?S• PLUG WITH NATIVE ORgSS W.Q_P. EL 359.3 -III=III=III- ~ wIREGRASS No. ~?t>: o~PnoN
S10AE N.P. EL_358.0 ~ ~ ~ , 1 51 DVVQ REVEW
EL. 357.5~'~ I = ~ INV. EL. 355.0 2 30 DWQ t~VEW
~ 1.5"0 ORIFICE ` ` N EL. 356.0 -III-III; BOT. EL. 358.0 AN?RA1l GR
~ II_ (FACES DAM) ''OUNO PRO F1lE
RISER INV. 351.0 57 L.F. 15" 10.0' - CMP ~ 8.77 _ - -
~nSHELFLA' Ll FT--I `^4.0 SCREW TYPE * EL.S ~rntnutrc ur EL 245.8 DALE DRAWN H.E NAME
SEDIMENT STORAGE BOTTOM DRAIN _ ww - nav pro e 4/7/02
INV EL. 254.0 EL. 355.0 _111= -II I I" (FACES POND) -III- LEVEL
PLUNGE POOL SPREADER PROJECT 80217.00
NOTE: THE THREE ORIFICES SHOWN ARE SET PIPE END W/ DEPT= t3* DEPT= 8' TURNED 90' FOR ILLUSTRATION PURPOSES. tHE CONCRETE & STONE SHEET SUE: DM g4)06)
BOTTOM 4" DRAIN AND THE 8"0 DRAIN FACE 15' C MP NV. 346.0 SECTION A-A
SD12 SECTION THROUGH WET POND THE POND AND PARKING AREA. THE 1-1/2"0 SHMT SP-7
& LEVEL SPREADER DETAIL DRAIN FACES THE DAM FOR MAINTENANCE ~-s PURPOSES.

I I I ( ..,A ~ ~ \ I PIN. 0841 05 28 2117
~ ~ ~ ~ ~ I ~ ~ Parcel ID: 628 01 004A
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1 1 ~ ~ / ~ .r
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I 1 1 I I It I bICKEftlSON, NILUAM & PEGOY \ \ ~ X33 \ \ \ V D.8 002978 0081 I I j i t \ \ 1 1 ~ i I +l I I RIN. 0 1-05-18- \ S ' :°1 \ P.B. 000114 ~ I I 1. ; 1 I I PARCE4~ID: 627-0- ` ~ I \ \ \ \ ` USEI VACAN INDU TRIAL \ )0081 I ~ ~ ~ ~ i ~ _
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1 I I I ~ ~ ._1.~ / \ \ \ \ 41.10' ~ \ I V t ~ I I I ~ A \ u l l ~ -J \ \ \ ~ ~ 1910 S®N~fxC f~,
\ t 1~ ~ I R re ce: of o0 120 { V ~ ~ G'1'" e, t \ v v v v v ~ \ I LI I I ~ 111 ~ ~ ,„f, \ ~ V ~1CK V ~ 1 ~ 1 v ter- \ LDG SETS .L - - - - Q OLRFlAA~ MC 2Tlle?
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I ~ I 1 I \ ICK R IVA IAM & EGGY / \ \ \ ~ ~ ~ ~ fx (919) 805083
I I ~ I I I I \ \ ~ PIN: 08 18-9 1'0 / / { , V \ ~ ~ \ \ ~ --f•-- T' - I- I 1 ` `~R . t6 7-0 ~QOB / / r„, .l., r r.."~-- ~ \ \ \ ` ~ I ~ \ '
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