20100575 Ver 1_401 Application_20100710

Dennis Terry DESIGN inc, PA
LANDSCAPE ARCHITECTURE - LANDPLANNING
W W W.DENNISTERRYDESIGN.COM
Letter of Transmittal
From:
Dennis Terry
160 Wesleyan Drive Date:
6/10/10 Job Number:
McAdenville, NC 28101 Attention: Alan Johnson
To: NCDENR Re: Urash Residence
Mooresville Regional Office
610 East Center Ave
Mooresville, NC 28115

WE ARE SENDING YOU:
E Attached
? Shop Drawings ? Prints
? Copy of Letter ? Change Order
? Under separate cover via
? Samples ?
? Other
the following items:
Specifications
Copies Date Number Description Action Req'd
1 $240 Application Fee
5 PCN Application Forms
1 401 WQC Application Form
3 11X17 Plan Copies
2 Full Size Plan Copies
1 Cleveland Count Soil Survey DISK
1 Vicinity Ma
1 USGS Topographic Ma
1 Co of Email Correspondence
1 Owner Authorization Letter
THESE ARE TRANSMITTED AS CHECKED BELOW:
For approval ? Reviewed ? Revise and Resubmit
? For your use ? Rejected ? Submit _ copies for distribution
? As requested ? Furnish as Corrected ? Return _ corrected prints
? For review and comment ? Not marked ? Prints returned after loan to us
? For bids due
REMARKS: ? I
11 IL
pleN$t W0E?Q nu,Lirr
WEU99 AN S T Vr? X MER ORMCH
Dennis C. Terry (704) 202-81
300-19 East Park Ave.
Charlotte, NC 28203
Dennis Terry
From: Johnson, Alan [[e-mail]]
Sent: Thursday, March 11, 2010 8:23 AM
To: Dennis Terry
Subject: RE: Moss Lake Dredging
-Include a "vicinity" map (street map)
-Does the dredging occur below full pond elevation?
-Need to submit to the Army Corp of Engineers (no fee required and the same application form)
Include the area to be dredge, the depth, and also the volume. Where will the spoil be stored or is it removed from site?
Thanks
From: Dennis Terry [mailto:[e-mail]]
Sent: Wednesday, March 10, 2010 5:05 PM
To: Johnson, Alan
Subject: Moss Lake Dredging
8 r . WN
EC:U
JUL. 1 o 20,io
Allen, DENR - WATER OVALITy
VETW%ti AND S1'CR?INViR BRANCH
I am a landscape architect working with a client who lives on Moss Lake in Shelby, NC. This client owns residential
property that is at the mouth of a small creek which has deposited a considerable amount of sediment along the client's
shoreline. The client now wishes to dredge this sediment in order to build a new dock.
I have reviewed this project with Steve Killian with the City of Kings Mountain and he notified me that my next step is to
obtain a 401 Water Quality Certification permit from your office.
After reviewing your online application process and check list for dredging activities requiring a 401 WQC, it appears that
I will need to submit the following to you...
1. $240 application fee
2. Five PCN application forms (attached)
3. 401 WQC application form (attached)
4. Two full size plans and three 11X17 plan copies
5. USGS Topographic Map
6. Cleveland County NRCS Soil Survey Map
Please review these items and let me know if there is anything that I have left out or any items that will not be required
you to review/approve a 401 WQC for dredging at Moss Lake.
Thank you for your time,
DT
Dennis C. Terry,RLA, LEER`"
Land Development Services
Associate
Little
5815 westpark Dr.I Charlotte, NC 2821.7
D:704,561.3213 F: 704.56.1.,8117
www.littleonline.com
J U L 13 2010

1
shelby nc - Google Maps
Page 1 of 1
http://maps.google.com/maps?hl=en&q=shelby+nc&ie=UTF8&hq=&hnear=Shelby,+Cleve... 7/l/2010
ATTN: Alan Johnson
NCDENR Mooresville Regional Center
610 East Center Avenue
Mooresville, NC 28115
To Whom it May Concern:
?pA1D

I , Nichole Urash, authorize Dennis C. Terry to act as our Agent regarding the application of
dredging associated with our property located on Moss Lake at 140 Lakemont Drive, Shelby,
NC.
Sincerely,
Nichole V. Urash
JUL I v 2010
,* ? Os?S71*0N O&QAVj
JUL 13 ?,

The following is an abbreviated application form for those applying for a 401 Water Quality
Certification to impact FERC (Federal Energy Regulatory Commission) regulated lake shore or
bottom under the U.S. Army Corps of Engineers Permit GP30. This Application cannot be used
for wetland or stream impacts. Please provide five (5) copies of this application and supporting
information as well as a non-refundable application fee to the Division of Water Quality of $240.00
for impacts to lake bottom of less than 1 acre and $570.00 for impacts to lake bottom of greater or
equal to 1 acre.
Applications should be sent to:
Division of Water Quality 401 Oversight/Express Review Permitting
1650 Mail Service Center
Raleigh, NC 27699-1650
1.
Applicant Information
Owner/Applicant Information
PAID

Name: _?) 05ERt4 14. 1 N'(_4VLF IA t ) tLC?S t-I
Mailing Address:
D
IUD t Q '010
2
Telephone Number: &?t- 3m - suj Fax Number:
E-mail Address: CU- %Q4PJJR
BRAfV?y
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: print fit t
Company Affiliation: 'DPwa15 TSIZJLY PF51tV l/VC />.a
Mailing Address: 1('0 Gt115c5L5yA,- vA !06AAE."'Jv1"F_ Ivy 8/o/
Telephone Number: AN- go?,- / 6 o Fax Number:
E-mail Address: 'D'rr-if Y [oN t ti . r e
II. 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. You may use the diagram below to make a
hand sketch of your project. Also, see the example below for guidance. Both the vicinity map and site
plan must include a scale and north arrow. The footprints of all buildings, impervious surfaces, or other
facilities must be included.
1. Location
County: ( ?VGIAkjV Nearest Town: Su?C?Y
Subdivision name or site address (include phase/lot number): 140 "K,V-,MO ur P&v S.401-13Y A Jc__
Directions to site please include road numbers, landmarks, etc. (This is not necessary if an adequate
vicinity map is included):
2. Describe the existing land use or condition of the site at the time of this application: JNr ?ESivful r.s?
3. Property size (acres): ?M 4Q_ 2 . SS 4c.- W 0p£J?,Ty
4. Nearest body of water (stream/river/sound/ocean/lake): XO" /AX F_
5. Describe the purpose of the proposed work: pF V o c. i,,ji
6. List the type of equipment to be used to construct the project:
Gdye -rn? ZED
7. Amount of impact (including all excavation, backfill, rip rap, retaining walls, etc.) below the
normal pool lake level in square feet or acres: Imo 4-P
8.a. Amount of impact (including all clearing, back fill, excavation, rip rap, retaining walls, etc.)
above the normal pool lake level and 50 feet land-ward in square feet or acres:
a.7? Ac_jsc n147_vnRfn
8.b. Please describe vegetation above the normal pool lake level and 50 feet landward to be impacted
(number of trees for instance): A? F F S A&r- L mL F l D ?
l? 2n wT H .
k
A?n Agent's Si
(Agent's signature is
6. to
Lure Date
d only if an authorization letter from the applicant is provided.)
o?c? w a
3:, ME
o -r
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
TO Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ? Yes No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
E 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Cert7es tion:
? No For the record only for Corps Permit:

? Yes ? No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. El Yes [No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes No
2. Project Information
2a. Name of project: U 1^ N 1Z1r /D6?uL? U ;= Liz)
2b. County: GL %/ t;L?!A ti o
2c. Nearest municipality / town:
2d. Subdivision name: L6t?ESHOh;?RA11Dg WATEq???n
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: ,O SEPhL H. V p.Asy ¢ ?JlfwHoc.je_ V ufznSH
3b. Deed Book and Page No. 'g(?. 15$x. 522
3c. Responsible Party (for LLC if
applicable):
3d. Street address: 1y0 Gdlc>;)64 0N'r DAI IJ G k6c.fS L I570
3e. City, state, zip:
3f. Telephone no.: 0? _ OC1 _ I
3g. Fax no.: Na
3h. Email address: iJ IGOLEu ?. M GEN EiL• co
Page 1 of 10
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: Agent ? Other, specify:
4b. Name: vv- Aj
4c. Business name
(if applicable):
Wa If -DES , C ,
4d. Street address:
4e. City, state, zip: Men A v "
4f. Telephone no.: _ Olz _ 0/40
4g. Fax no.:
4h. Email address: T TLZ IU i F ?---.
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 10
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): Lf7If 04
1b. Site coordinates (in decimal degrees): Latitude: 3S.SoyyIg2y Longitude: - $I.y72&tIt-
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: acres L
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
F'IOSS L,61C.E_
2b. Water Quality Classification of nearest receiving water:
2c. River basin: a 8.049
R Iv1rz ,J
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: SITE is d REe?pf-mr#&c- VALA).lr Lot- IN A, SM&GL 1AJ4t V-0c. MOSS LACE- CWE.
'"f Wf- Covis NAs FiLA-rr-D W m4 Slur 0 of tz Tut; c--SS7r to y rwt-g 4S 4 RES?`T OF:
3b. List the total estimated acreage of all existing wetlands on the property:
lS, 000 SF.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
-0- 056 I-AM-? b La-W ON L-'
3d. Explain the purpose of the proposed project: TO D1LSV;E- Ajii ?clSTii?t, C0VF- 7WA- ' 4Ae, Flt-(-,V))
W ltli SILT so 7N6T OWWFL- Cory GoNST?iv(?y- 4 IWK -5W51G11f SfjpR ?
3e. Describe the overall project in detail, including the t e of equipment to be used: OIJtJSn- 1,01LA- SVILD &
? QESio
fLl.l/?!, POCK- ON TN'P- fAdOl 'An, pR-Ed7?I J%?cCL?VtLyOn ©d2LRS I.cl?t,L f3?(x
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:

? Yes No ? Unknown
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
? Preliminary ? Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? ? Yes ? No 2-Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ? Yes No
6b. If yes, explain.
IT-F_
VTIA?-
Page 3 of 10
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
? etlands El Streams - tributaries F-1 Buffers
O
E
pen Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ? P ? T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - or
(PER)
(Corps - 404, 10
stream
length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (I NT)? other) (feet) feet)
S1 ? P ? T ? PER ? Corps
? INT ? DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P F T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Tempor@ry T
01 P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed,
5a. 5b.
Pond ID Proposed use or purpose
number of pond
then complete the chart below.
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland

Flooded I Filled I Excavated I Flooded I Filled I Excavated I Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
6b. 6c. 6d.
Buffer impact
number - Reason
Permanent (P) or for
Temoorarv (T) impact
B1 ?P?T
B2 ?P?T
B3 ?P?T
6i. Comments:
? Neuse ? Tar-Pamlico ? Other:
? Catawba ? Randleman
6e. 6f. 6g.
Buffer
Stream name mitigation
required?
? Yes
? No
? Yes
? No
? Yes
? No
6h. Total buffer impacts
Zone 1 impact Zone 2 impact
(square feet) (square feet)
Page 5 of 10
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures take to avyoid or minimize the proposed imp cts in de igninqq project. Qt.? pa Ecy?
Mb.-rS1L14 TV P.-of- T&V&XVV 0P ZrStwr frw(rt W,L-L- ?L VS 11T OTJ 5wniuw8 1v
V 12 004E_ L&V-F- r
1 b. Specifically describe measures taken t avoid or minimize the proposed impacts through construction tec piques.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ? Yes o
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

2c. If yes, which mitigation option will be used for this
project? ? Mitigation bank

E:1 Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) [Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 7 of 10
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan

1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? ?(o,$
2b. Does this project require a Stormwater Management Plan? ? Yes No
1t>rSrvE?t??? SR>;
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
G1'rY of
3a. In which local government's jurisdiction is this project? P)J4 5 M ovAur4 t k)
? Phase II
? NSW
3b. Which of the following locally-implemented stormwater management programs ? USMP
apply (check all that apply): ?,Vater Supply Watershed
Rr Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes El"No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply): ? Session Law 2006-246
Y Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
? Yes No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 8 of 10
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)

1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
? Yes _,/
L?J No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
? Yes
? No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes Ly'No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes o
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)

3a.
Will this project (based on past and reasonably anticipated future impacts) result in
? Yes 2-No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. 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. VA
Page 9 of 10
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)

5a. Will this project occur in or near an area with federally protected species or ?
El Yes R No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ISKO
impacts?

Raleigh
?
5c. If yes, indicate the USFWS Field Office you have contacted. h
ill
? A
ev
s
e
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)

6a. Will this project occur in or near an area designated as essential fish habitat? /
El Yes Y No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
'1?vu ?S G. fi???zY? ?[
d
--------------------
. I .4 (o l 10
Applicant/Agent's Printed Name Applic t/Agent's Signature Date
(Agent's signature is valid ly if an authorization letter from the applicant
is provided.)
Page 10 of 10
PCN Form - Version 1.3 December 10, 2008 Version
Version 1.4
January 9, 2009
401 Oversight/Express Permitting PCN Submittal Checklist
[?? The application fee (Checks may be made out to "N.C. Division of Water Quality"
- $240.00 for 401 Water Quality Certification with minor impacts
- $570.00 for 401 Water Quality Certification with major impacts
- Express Review Fee (Amount requested on Acceptance Letter)
Five (5) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 5 copies of the full size plans you may provide two
copies of full size plans along with three copies of 11 X 17 plans)
Stormwater Management Plan (if applicable - see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on-site and
off-site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(http://h2o.enr.state.nc.us/su/bmp forms.htm) along with all required
items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components - inlet and outlet structures,
forebay, respective zones and pertinent elevations.
? If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on-site diffuse flow provisions, (refer to
http://h2o.enr. state.nc.us/su/bmp forms.htm).
? DWQ Stream Determination Forms for streams on property and DWQ determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
f delineate the site boundaries on the topographic map.
['J The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar-Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the
Version 1.4
January 9, 2009
current soil survey and/or soil survey map sheets can be obtained from the local NRCS
County Office (http://www.nc.nres.usda.gov/). GIS soil layers are not acceptable.
Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
19 "The Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
[Pre-construction/Pre-existing conditions - This sheet (or sheets) must include:
+/ All jurisdictional and non-jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
•? Topographic contours with elevations
?/ Any existing structures and impervious areas
? Existing utility lines and easements
Existing roads, culverts, and other pertinent features
North arrow and the scale (1":50' scale is recommended).
?rpposed conditions - This sheet (or sheets) must include:
All jurisdictional and non-jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to jurisdictional and non-jurisdictional wetlands,
streams water features, and State regulated buffers. Building envelopes must be
/provided when streams, wetlands, riparian buffers, or water features exist on a lot
•// All built-out structures and impervious cover
? ,Final grading contours with elevations
•,/ All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas - these should correspond with the Impact numbers listed on your PCN
form.
Drainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non-erosive velocity, generally less than 2 ft/sec during the peak
flow from the 10-yr storm)
• Scaled stormwater BMPs must also be indicated as required by DWQ rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
Proposed Impacts - All impacts to jurisdictional and non-jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non-jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts << 48
inches, and 1-foot for culverts > 48 inches).
Version 1.4
January 9, 2009
Wetland Impacts:
Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
? ?/? All subsurface utility lines must indicate the location of anti-seep collars.
Construction detail for anti-seep collars must be provided.
? Na Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts:
Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
? ffk The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
? UP For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways - Guidelines for Drainage Studies and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
?Alk Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood-prone area.
?IVA- Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.
I "tip ~ ~~~5
WACO QUADRANGLE a UNITED STATES STATE OF NORTH CAROLINA `o`' ~r
NORTH CAROLINA a~`r`5 Asa DEPARTMENT OF THE INTERIOR DEPARTMENT OF NATURAL AND ECONOMtC RESOURCES ~o`' 0 7.5 MINUTE SERIES (TOPOGRAPHIC) D
GEOLOGICAL SURVEY RALEIGH, NORTH CAROLINA swla unto nron 5 DUADRANGLE T-
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generally viaible on aenal photographs. This information is unchecked orw ae'o eno lz» Nacnenc aoare oacL~.unnan nr cauTEa of anECr pUADFAN^LE lCCA71C1: 5Wlc LINfALNTON IS' ORPRANCLE
Red tint indicates area in which only landmark buildings are shown THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS N3515-W8122,5/7.5 FOR SALE BY 0.S. QEOLOGICAL SURVEY. RESTON, VIRGINIA 22092
~ R FOLDER DFSCR191NG TOPOGRAPHIC MAPS AND SYMBOLS IS AVAitABLE ON REQUEST 1473
AMS 4754 fY SW-SERIES Y842
r-r r .k~_"~""'°"'??"_""~° ~ _ ~ ,--~.,-m.~ ~~,~r+hw »~~~n^'~ It i ~l ~ll~ Pr)I 7

This drawing and the design shown is the property
of Dennis C. Terry who reserves his common-law
o ' Copyright and other property rights In these plans. a The reproduclbn, copying, changing or any other
~ use of this drawing are prohibited. The designs or ~
, ideas contained within are not to be reproduced ~ ~ ` whatsoever, nor are they to be assigned to any third
~ party without first obtaining the express written.
~ ~ ~ ~ ~ permission of Dennis C. Terry. Any infringements L{J C.;,a ra ~ qT will be subject to legal action and all financial
TROY RD ~ G,;,,~ ~ ~ obligations will be pursued. ©Copyright 2D1O w
VISTA DR Q ~u~ ~ ~z~
a°~ ~ ~ ~ F
v~ ir1~ a~
~ o l°~ ~
'f~ 87 CMP
~o z ~o TEMPORARY BENCF ~ a ,RY BENCHMARK ,
~ , ~ ~°l ! MAG NAIL IN CENTERLINE OVER CUl JTERLINE OVER CULVERT ~ V
D Q ~ h ~ . _ ' Sj, ~ IS4 ' ~ ELEV- 793.67 impervious area 'v ~ = 793.67' total site area = @ ~ ~
b
0 4g ~ ~ proposed impervi~_ ~ o
eon zz+,~
~ A
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TCH _ s 8 , , ~ ~ a VICINITY SKE I ~ ~ - 444,2 »E - ~ ~e ~ U O 1 ~5 I / ~ 696 PKG~ ~ ~ z~ PKGW \ 0
e ~ .A ,'Y,i S~ ~ O ~ ® RON PIN ~ / ~ ® ro ~ A Nor TANCENr S '~4 32'4"E ~ ' N 0 , ~ N 0~-56'07"E ~ a?
~ PHONE ~ ~ ~ ~ `J'6 , F ELECT i T'EDESTAL r CAL
r s _ ~ _ Q 7~" TRA FORMER" , ~ ~ _ _ . ,'24.45' \ ~ ~ ~ I-I ~ ~
i / ~ , • , ___--t , . r , r + f 880 j _ , , / eso ~ , ,I~,,, ~ ~
r ~ i 1 _ ~ i V ~ i ~ r~ i ~ J t _ ~ R= PiN i ~ j p _ F~4 ~ ~~~{N
_ N , \ o ~ ~ ~ `~~1 PiN S X2,43, 3 ~ U ~ aQ
~ , ~ _ F , . _ ~ . - - n . . -
S ~ / I ,ago i~}iad / ~ , / _ i r ~ j ~ ~ ; - f Arc` h, ~ A ~
+na 1- ~ ~ ~ ~ ~ ~a ~ ~ ~ t ~ , £ I 48+
/ p r ~ ~ r - - _ , ` - ~ i V ~ I A~~6 / . ~R~ i ~ ~ ~ ; .
~ , ~ ` ~ r-% / ~ t~/ ~ 140 LAKEMONT DRIVE 68~~a - j F \ ~ ~
. . r, \ r ~,j SHELBY, NC 28150 Ro. oc p e c ~9
\ _ ~ i ~ i MAP: 622-B - l ~ p,N F AVFMe ~ ~ ~ ,,F -~,,~M BLOCK 1 ,r ~ r ~ N ~
1 ~ ~ ~ , / I . a' w. / / 4 ~ 1 y ~ ~ LOT 13 ~a+~GP_~_ ~ FocF , ~ ~ ~
' ~ r" i .M : ~ ~ i a ` V ~ ~ ` \ 1 LP ~ _ ~ ~ ~ ~ .DEED: BK 1582 PG 522 % ~ ~ ~ ~ of p % j ~ o ,q
i r; ® ~~MF o0 w~-. ,
_ , , _ . - _ _ . ~ w ~ ~ _ ~ ~ / _ ~ Nr ~ ~ ~ cv 0 ~ ~ ~ ~ ~ ~ i ~ c N ~ ~
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, ~ ~ ~ ~ ~{~:~1 "hw. ~ p., 80+ ~.y
/ ~ G . . ~ ~ ~ VgVi ,~nl
1 -r _ s ~ 0 ~ s ~ _ a - _ ~ ~ ~ X ~ ~ 26t RWMON
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l ~ ~ ~ ~ 1 ~ t ~ ,i i i i
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PROPOSED L0~-~~. _ ~ - - _ _ - - ~r _ , . _
+ - 1.63 ACR . , v _ ~ _ ~ _ , ~ , . _ = ~ ~ ~
_ ~ _ - , ~ ~ _ _ _ _ _ w_ - 1 F L--.(~~t _ _ _ ~ _ .w~__ t 91 L F. 0 ~ ORE . ~ , _ ~ rS -
f ~ \ Flr~ _
~ _ _ ~ ~w ~ ; t
i ~ ~ ~ ~ 1f20N-FIND ~ _ ~ \ , . ~ I"" ® REBAR '
~ a ~ ~ ~ , ~ _ r ~ ~ ~ _ ,
® e ~ ~ _ ~ _ p Y ~
, ~ ; ~ o, w~ ~ ; , i - ' - _ it
~ a~ ~ _ . _ ; ~ ` ~ i d _ % ~+T~ WENDELL CANIPE
J °j' . \ . o~~: 1270-2062 ~ p 1
- ~ , r , SER ~ ~ ' - ~ 1 I e ~
IRON PIN A9~ , ' , ~ ®wP CITY OF KINGS IJNTAIN~ ~~:....g,~...~ _ ~ r ~ i ~ ~ - LOT # 11 ~ 00
/ WATER PROJECTION L E ~ -7tr , ~ ~''a , ® ~ - 6 . ~ . E , A ~ ~ - 1r yy y . . ~ ~ n IP
- .
R - ~REBAf~::~ ~ ~ qF. ~ HIGH °a' ~9. ~ ,~P , _ ten- ~'9.If ~ I . ~ ~
Nk CREEK B ~ , ® < ^~ti~~._ .~'~A°~w . ~.PROPI _ ~ ~
0 ~ _ ~ ~ I ~ ~ a
~ y ~ _ \ ~ ® , ~ ' A~ _ ~ J'1P1
1 _13 ~ , ~ ~ HORE NE u
.
OR ' fEK y~~,
y , ~ !v \
9I~ ~ V~ F~ ; , . 1 } ~ ~ o
'~l ~9 ~ ~
'i' ~
3,000 CUBIC YA 62, 57 . ~ e
IMENT TO BE REMOV M AS INDICATED. ALL IA IA ~~67 IP ~R~(J PIN
TO SPOSED OF AT AN \ PR fF SITE LOCATION. \V PI
`i
R t
t 54 /
AL 5'~
~
v,:,,,:,
' ~ ' ~ ~ ~ ~ CONSTRUCTION 'P r
~s ~y ~ ~ ~ ~ ti, DOCUMENTS
r~ 9 ~ ~~~~A~~~jjjj~)/~~~~
~ <~,Q ~e~111/0~11p1SipA/p'p~iq ' ~ ~A CAR /
~ 56+ ~~.y~ X00® ~!1"ir7 V/~~~0. ? V~~~~~ PNDSC ~
65t ~ ~ °[V~ ~ ,e. S n~ ~
^ F+ CITY OF KINGS MOUNTAIN ~ d ~ • t ~ ~ t ~ No.1053 ~ ;
CAUTION!!! ~ s ,~9 ~ ~ ~ tWATER PROJECTION LINE a m, _ I ~ \ ~ ~ ;
~G,9 99 The locations and elevations of existing MOSS LAKE ~ ~ ~ r ~
this underground utillt~es as shown on ee ~ CITY OF KINGS MOUNTAIN _ ~ `ti~O~~- ~ 11111~~~~~~~~~
drawin are only APPROXIMATE. No guarantee CIT` 9 is either expressed or implied as to the ~ ®q®oiQ'n ~10e,0®0 I 2010 June 1 i
w
completeness of accuracy thereot. i ne N'S
contractor shall be exclusively responsible
muMMUM for determining the exact utility locations
and elevations prior to the start of construction
C3 3 •
i
a

_ . w.... _ . I This drawing and the design shown is the property
r of Dennis C. Terry who reserves his common-law
0 Copyright and other property rights in these plans. ( ~ The reproductbn, copying, changing or any other
i ~ use of this drawing are prohibited. The designs or
ideas contained within are not to be reproduced whatsoever, nor are they io be assigned to any third
party without first obtaining the express written
G~ permission of Dennis C. Terry. Any infringements wtll be subject to legal action and all fmanc~al '
TROY RD VISTA DR ~ obligations will be pursued ©Copynght 2010
~
1 3
o ~y { 0
87 CMP \ U
~o z ~o TEMPORARY BENC ~ o ~ CRY BENCHMARK ~ `
T a ~j ~ ~ ~°l 7 MAG NAIL IN CENTERLINE OVER Cl /J C-' ~ i v v INTERLINE OVER CULVERT I ~ V
S~, ~ 75 ! ~ ELEV- 793.67' impervious area ~ ~ ~ 793'67 total site area ~ ~
423'. ~ ~ ~
~Q ~ ~ ~ 98 ~ 1° proposed impervic o
0 ' ~ ----ae+_'- ~~~~es',~cbtr,~~a~~~n ~ zz+ma ~ , U
_ , ~ i
_ ; S ~ - °C _ _~~g I ~ - ~ 5 _
- ~ _ ~ E ch _ _9 ® ~ i - , I ~ ~ ~
•~m_ 5-~ . ~ ® 2 a ~ i ~ U°G
K TCN _ 9-~ ; VICINITY S E ~ N. S 84°44' 7 a 9E ~ U r i PKCW I ~ l
1 iii ti7~ ,R~3. ~ O ~ ~ O ~ IRON PIN ~ ~ i ~ r r ~ r, ~ T tANGEPij) ~ 2 ~4~~E ; N ~ ~ i Y ~ z I ~ N 56'07"E ~ ` ~
=r ~ ~ ` . ~ PHONE ~ ~,~.3:'(~~' ~ ~ EROSION CONTROL LEGEND 5 - - ; ,~LEC7RC J - PEDESTAL, FORM , _ ~ 24.45' ~ I
ER ~ ~ , . , 12 _ _ 1 ~ ~ ai i _ \ ~ I
/ Y f 4 ~ , d~ ~ ~ ,5 v,_.,z ~ [ r ~ i
, 3 , 20~ N . 1R N ~ 1 ~ I
._4. n - ~ ~ ~ -~°e'rsta~ea \ PIN e ~ ~ - - - . . _ , , - . , PN --S -
- w-__,._.. , , SILT FENCE _ , _ - ~ ~ ~ ; - , ~ ~ ~ seo~~~eso,r --~r ~ ~ ~ , _ 80 9860~~ ® 81+RR - ~ ~ ~ .~y a
i ~ ~ ~ ~ ~i i ~ _ ~ _ , ~ , . ? i - _ ....w j(} i ~ ~ ~0 i~ ~ i - ~ ..r
ITCH ~ ~ / - , _ , TEMPORARY DIVERSION D - - ->ro~>m-am. i ~ ~ J _ - ~ ~ ~s+
i / i tra ~ ~ 1: , 68 / 3 La 6G 6~ ~ 1 R` Nr~ ~ ~ I ~ ~ ~ 6 j \ ~
Q ~ _ - ^w„ i 3 %8880. . , _ ~ . ~ ARRIER TREE PROTECTION B - ` " ~ , 140 LAKEMONT DRIVE 6 8 eo ~ a
~ - - - ~ ~ f ~'h- SHELBY NC 28150 ~ R t ~ cF r~'I
~ r _ f ~ , ~ . ~ MAP: 622-B 4 p~N ~ ~ ~~~~~F~'FN ~ i ~ ~ BLOCK 1
LIMITS OFD - ~ j a ~ ~ ~ ~ ~ _ ~ , ' ~ i..,,i l.., _ 4 ` ~ a Y. ~ _ r J LOT 13 ~ Fa ~ ~
~ ti v w LIMITS OF CONSTRUCTION 1 ~ <J, _ 1 ~ ~ ~ ,DEED: BK 1582 PG 522% ~ ~ P --~'0Fp o q ~
~ ; _ , T 'y
~ ~ , ~ _ _ ROCK CHECK DAM ~ ~ - ~ ~ ` ~ , _ _ , . _
_ ~ _ a _ ~ , ; ~ ~ ~ ~ ~ ~ G> 1 ~ ; O j
` • ~ _ - ; . - _ _ 6 ; , _ ~ 0" ~ a / is F ~ ORARY CONSTRUCTION - - - - - , , ~ TEMP ~ ...w _
1 v 7.-_. m , ~ ~ _ ~,7 j ~ _ w ~ , Z - ~ ~ i -r~ ~ n~ N ~ _ e ~ ~
- 'd,' \ . n - - ~ ~p r--
. , \ _ 4~>~ Q ~ - ~ 9 eG+ ~ o ~ U ~ „
PROTECTION ~ ~ _ N. - ROCK PIPE INLET ~ ~ ~ ~ _ _ > ~ _ ~ ~ _ 1 ~ ~ ~ y-~' ~ e~~. ~1 ~ ~ ~ ~ 28+RWMON 4}GP '
^ 0 ~ ~ ...W ~J _ ~ ~ ,,a__ ~ ae+ ~
- - _ _ _ - ~ . L ~ ~ ~ ~ ~ , _ -
ISTU . REED AREA = 2.27 AC. g ~ O ~ - ~ . _ , ® .,a - 6 ~ ,t, ~ _ _ , ~ , ~y , b ~ ~ 10 IP
~ . _ o ; - ~ ~ ~ _ - - - _ 11 ~ ~ 11 i \ r~ / ~ a
~ 'r; - - ~ . , _ ~ , . I Y~ ' ~ ~ - ' iiii ~ ~ . ~ .N t
_ o _ - -H... ~ ~ - TROL - ~ , - EROSIO ~ ~ ,7 NOTES CON N ~ - ~ ~ a _ _ _ ` 42 ~ i y v
\ . ~ , - _ ~ - v
_ i~° ( _ ~ - URBIDITY CURTAIN OR APPROVED 'ss• - \ 1. TYPE 1 T l . _ ; ~ _ - ~ - ~ ~ ~ T i - pti ~~P _ _ , f~
i a EQUAL . INSTALLED PER MANUFACTURE S - - _ l ,~C`
IL 1 C4.02. ~ - _c~ .v - - - SPECIFICATIONS. SEE DETA / ~ . - p a _ ~ ~ - ~ _
_ F~ ~ ~ ~ i _ 'y` ~ ~ , ~ _ 3
2 PROPOSED LO - ~ ~ ; ~ ~ ~ _ _ ; , T. .TEMPORARY ROCK PIPE INLET PROTECTION. _ ~ - ; , _ ~ = _ Q1~
SEE DETAIL 1 /C4.01. ~ .63 AQR~S- - ~ _ _ - - - . ~ , _ , r ~
- T , _ ~ ® _~,.ll + - 191 L.F. OFD ~i, f~ECl~~rt ~ - - ` ; ~ 4.01. ~ ~ , DETAIL 3 C ~ '
3. SILT FENCE. SEE / ~ / - - _ ~ Chi ~ , . _ _ ~ ~ _ Y i " _ - ~ ~ ~ 7 r ~ 1~ .
m..., a c _ ILIZED CONSTRUCTION y,..n . " _ _ . _ 4. TEMPORARY STAB ,3 , ~ ~ ~ _ . 4 , ~ y' 1
. , DETAIL 4 C . ENTRANCE. SEE / , , y ~ A ~ ~ _ -4 : , ~ ~ ~ o®~ REBAR
i _ i i ~ =1 ~ „ ~ 4 - -
~ , OF CONSTR ~ ; ~ . , _ IMITS 5. L i~~ ~:,a\ ~ _ ~ _ ~ 2 ~ - ~ \ N
r ~ ~ ~ _ - u i t t ,
6. TEMPORARY DIVERSION DITCH. SEE DETAIL 3''v' ~ ~ r _ v,.b.~ - ~ ~ WENDELL CANIPE
~ sue' ® t ~ ~ A~ i ~ ~ ~D~ , ~ ~ti~ ~ tea. ~ ~ ~ , 1270-2062 p
RK e ~ ~ _ - ~ v~ ~ ~I ~ ~
7. ROCK CHECK DAM. SEE DETAIL 5/C4.01. as ~ , , ® PSti ~ _ _ - , IRON PIN w CITY OF KINGS 1JNTAIN~ ~ ; ~ ~ ~.3 ; ,fir _ . ~ ppL, E ~ j
R ROJECTION ~L E~ ® j WATE P ~ ~ ' 8. SILT FEN / ~ ' ~ ~ ~ - ~ CE. SEE DETAIL 3 C4.01. li I ~ ~ LOT ~ 11 ~ ~ ~ ~d ~y \ 11 IP r~ ~ V
~ ~ ~ \ . , ~ ~ . CONTRACTOR TO INSTALL 8 L.F. OF SILT FENCE L-7 ~~aK
INTO LAKE AT 90 DEGREE ANGLE FROM SHORE ~E ~ ~ ~ , Hicry , , W ' ~
.F. AT A 45 DEGREE 9o~PT ' _ 3 r~~-~A ~ l~, , . - LINE AND ANOTHER 16 L 10 o ~ ~
K~ ILLUSTRATED ON PLAN. ~ ~ ` ANGLE AS BK ~ , _ 13 ' 1 E ~ , R ANK ® ~ ~ ~ ~ LOT #1 ~ ` ~
- 2 \ ~ ~ ~ ~ % ~
9. 18" HDPE SLOPE DRAIN. ,o 1~ ~ V1 ~ 1' ~ ~ `
- , . 11 ~ 10. ROCK CHECK DAM ACROSS EXISTING CREEK x_13 -~1 _ ~ ~6~0~, L F.I 0 ~~HORELINE ~ G
84+ ' ~ T MINIMIZE FUTURE SEDIMENTATION ~ TO PREVEN ( ) ~ ~ ~ , ~
/ ti OF COVE. SEE DETAIL 5 C4.01. cREFk ~ ~ ' ~ ~ ~ ~ a
ti'~
~9 ~ 11. RIP RAP SHORE LINE STABILIZATION. . ,1 l 1
~
\ FIELD TO BE FIELD LOCATED ' 12. SEPTIC DRAIN ( ~
BY CLEVELAND COUNTY HEALTH DEPT. _ 3,000 CUBIC YARF?St CE
INSPECTOR). NO GRADING OR DISTURBANCE IN sEOiMENT To 8E REMOVEC FROM`~~ ~ OMB V, ez i TERIAi_ A ~ ~ B7 IP IRON PIN
THIS AREA. ~QVE_AS INDICATED. ALL MQJERIAL A~ TO ~t_DjSPOSED OF AT AN ~ \ APPROUED~~OFF SITE I.OCATION~~, A '
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V ' ~ A ~ t 64+.

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76 ti% DOCUMENTS
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. . ~ 65 t @ * ~ ~ PJa.1053 ~ o ~ A ~ No.1053?' _
et. iCITY OF KINGS MOUNTAIN . ~ ~ . ° _ ~ ; a
CAUTION!!! ~ s ,~9 t WATER PROJECTION LINE I I r
The locations and elevations of existing ~9 » v9~ 9~ 1VIOSS LAVE ~ ' r-~~; ®o® I i
underground utilities as shown on this << APPROXIMATE. No uarantee CIT CITY OF KINGS MOUNTAIN ~ I ~ ~ ~ ~ ` , ~~~~1 11111~~~\
drawing are only g is either expressed or implied as to the r,, _ i ~ ~ ~ 2010 June 1
completeness at accuracy tnereot. i ne NII
contractor shall be exclusively responsible
for determining the exact utility locations
and elevations Prior to the start of construction

~ This drawing and the design shown is the propertq
D \ ~ I D ~ p ~ D ^ ^ ~ I I of Dennis C. Terry who reserves his commonaaw
STEEL POST 8' MAX. T E~ P 0 I\ A~ I/ S E E ~ ~ I V~ ~ 0 I\ V V A I \ I V I A I V D l~ 0 0 L S E r`1 S 0 I ~I Copyright and other property rights in these plans. sTEEL PosT The reproduction, copying, changing or any other use of this drawing are prohibited. The designs or
ideas contained within are not to be reproduced
z ~ i EA ~ L I S U IV I IVI E I \ SEAS 0 ~ whatsoever, nor are they to be assigned to any third E. z ~ FILTER FABRIC party without first obtaining the express written
~ ~ ~ ,w-~ a permissan of Dennis C. Terry. Any infringements
WOVEN FILTER FABRIC o M m o ~m ~ I will be subject to legal action and all financial
N ~ ~ FLOW y`'~~ 4 obligations will be pursued. ©Copyright 2010 " SEEDING 40 Ibs~acre of German millet
MIXTURE 80 Ibs~acre of tall fesue
I~II~I~II Irlll~ll=II~II~IiI-II~I~II-11~11~111=II~ill~l 1~111~11= _ =111° ° =1I III ICI I1=1 I I I~ I ~ I1~11~ I I-1 III-1I I-1I ~I I ~ I1=1I ~I I I~ r I ~I I I=III=1I fi N
N III=1111 1 11=11111=1111=III=11a1~11=11~111~11=11=11111 11=11111 I~Ii~ll~l IHI~II~III 11=11111=III-11~11~11=11~111~11=III=1 ~II~II-I ANCHOR SKIRT 8" MINIMUM i ~ i
""-"III X11-111~11~1 I~ II=I"- ~~~II,~ I~~111~~=III ~~~IE =111 ~ II_I I I„I II ~ May 1 -August 15 ~ ~ F
U ~ ~
V SEEDING Refertilize if growth is not fully adequate. P
GENERAL NOTES: ~ r
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A DATES ( ~ ~ ~ b
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. Apply 4000 Ibs~acre straw or equivalent ~ ~ zf
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF hydroseeding. (
MORE THAN 3Q DAYS. MAINTENANCE NOTES:
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL 1. FILTER BARRIERS SHALL BE INSPECTED TYPE. OR HIS AGENT IMMEDIATELY AFTER FACE ALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY ~ ( ~ )IATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING SEEDING Apply (ln"le and fertlllZer per S01 tests, Or 1.000
PROLONGED RAINFALL. ANY REPAIRS NEI 4. TURN SILT FENCE UP SLOPE AT ENDS. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. bS~aCre lmeStOne and 750 bS~acre 10-10-10 ~~i C AMENDMENTS ~ N
2. SHOULD THE FABRIC DECOMPOSE OR 81 DECOMPOSEOR BECOME INEFFECTIVE PRIOR TO THE END fertlllZer. Q (SABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE r
5. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS OF THE EXPECTED USABLE LIFE AND TF ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER FABRIC SHALL BE REPLACED PROMPTLY. :PLACED PROMPTLY. 1 ~
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF 3. SEDIMENT DEPOSITS SHOULD BE REMOVI SHOULD 8E REMOVED WHEN DEPOSITS REACH APPROX. HALF ~ Z ~ a
ENVIRONMENTALLY SENSITNE AREAS. THE HEIGHT OF THE BARRIER. ANY SEI BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE 1 ~ c CE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE I ~ r
6. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 700 FT OF FENCE. AFTER THE SILT FENCE IS REMOVED SH EXISTING GRADE, PREPARED AND SEEDEI .PARED AND SEEDED. STEEP SLOPES ~ u r~
7. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. ~ M`I ti
8. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF CONCENTRATED FLOW. I U r SEEDING 120 Ibs~acre Rye (grain)f
MIXTURE 80 Ibs~acre tall fesue ~ ~
A
SCALE: NOT TO SCALE October 25 -December 30
v ~
SEEDING Between December 30 -February 15, two
NOTES: DATES add 50 Ibs~aere of annual Kobe lespedeza. ~ ~ Apply 4000 Ibs~acre straw or equivalent
1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. WHERE hydroseeding. I' ~ ~ O ~ e~ 00 ~
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRi TRUCTION ENTRANCE. A I lime and fertilizer er soil tests, or 2.000 , ' o ~
b SEEDING PP y p dG of SEDIMENT bs~acre limestone and 750 (bs~aere 10-10-10
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL i ADDITIONAL AMENDMENTS
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. O 1 SEDIMENT. fertilizer. ~ }
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY d QED IMMEDIATELY. I
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. UBLIC STREET. WHEN 0 U,A
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN DRAINS INTO AN ~
APPROVED SEDIMENT BASIN SEE STD. N0. 30.116.
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO 6 SEEDING SCHEDULE ~ NOT TO SCALE ~ i
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE. P~ ~ ~
100' MIN. s'H^ V~
PUI PUBLIC STREET t~
EXISTING GROUND' i
SOIL STABILIZATION FABRIC UNDER #5 WASHED STONE J FABRIC 1 STONE '
100' MIN.
. ~ I
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~ c v J
ro m
STEEP SCOPES
s - ~ _ 100 Ibs/acre tall fescue
SEEDING 30 Ibs/acre Sericea lespedeza
MIXTURE (unscarified after August 15)
10 Ibs/acre Kobe lespedeza ~ (
®r'`I r p
AT~tE FALL: August 25 -October 15 ~ ~
ljyV ll~~ Late winter: February 15 -April 15 y N
SCALE: NOT TO SCALE SEEDING To extend spring seeding into June, add
DATES 15 Ibs/acre hulled Bermudagrass
Overseeding of Kobe lespedeza over -fall-seeded ~ ~
tall fescue is very effective. ~
® SEEDING Apply lime and fertilizer per soil tests, or 4000 ~
Ibs/acre limestone and 1000 Ibs/acre 10-10-10 ~l ~ AMENDMENTS ~j ~ V~ ~
fertilizer. ~ j ~
A GENTLE SCOPES
GENERAL NOTES:
SEEDING ~ ~ ~
1, RIPRAP SIZE TO BE DESIGNED BY ENGINEER. MIXTURE 80 Ibs/acre of tall fesue
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE a0 FALL: August 25 - October
SEDIMENT TRAPS. Late winter: February 15 -April 15 ~--I ~I r"' 1 ~-8" MIN.
NOT TO SCALE 3, ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE ~ 5 wa HEO sroNE SEEDING To extend spring seeding into June, add
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW). z DATES 15 Ibs/acre hulled Bermudagrass Overseeding of Kobe lespedeza over fall-seeded '
aFLOw tall fescue is very effective.
DIVERSION BERM TO class B RIP RAP ' CONTAIN NO TREES, STUMPS 2~ MIN 2' MAx AT CENTER
OR GRUB MATERIAL.
ql_ = _ A MAXIMUM SPACING SEEDING Apply lime and fertilizer per soil tests, or 4000 ~ CONSTRUCTION
AMENDMENTS Ibs/acre limestone and 1000 Ibs/acre 10-10-10 DOCUMENTS fertilizer.
ao ? I I 1-I ~u=III t_ ~ =1 I 1=1I1=''' = hI~_u - _ I_III_Illalll; 1_Ill~III_111= _ _ a
11=III=1'' _III_III_III_lil= - ' -11I I- I I' - ~ C;41~~ C ~ i
_I A AND B ARE AT EQUAL ELEVATIONS NOTE 1 ~ .•''~nnoscgpF r
EXISTING _ I- I - CRC CROSS SECTION Ground Cover-- ~ 9P~'•y
- t'-6" MIN. = III i,ll 2:1 SLOPE OR FLATTER Protective cover must be established on all disturbed areas within 21 calendar days after ? wNo.1053~'~= land disturbing activity is completed or has temporarily ceased.
-it=~-,I
VIII illl- ul~u-lu_~= -III=III=~~, ' NOTE 2 %ti •
,i,=l~li,ll BI~1~cV1~-p~- 9° MIN. I l 11- ~rl.., 1~: 111~ii~i=n~_n~= Graded slopes and fills-- ` ~~i~~ti~S ~ Ilu Protective cover must be established on all graded slopes and fills within 21 calendar ~ IIIII~~
CROSS SECTION "`=11j_ llu I u'~~'- ul=~„ ul=~„ days after a phase of grading is completed or has temporarily ceosed: ~ 1' ~QIQ June I
Ili=~~ _ Ir~il~~ SLOPE n~~ 1=u; ~ ~ n'- _ Il=dli~ i. I}~= FILTER CLOTH i
Ilse=u1- ul=n~= u~ - - III III 11~= - .~~»,,~mu~ w ~ ~ wuu , n, uu ~li~ , III=1ii_. [y7171T1TTT6`! C`Il`ITTTIT'>TTT 'T,
- - - - - - - ~1~=III-q, ul=ll _ - i -i =il -III=ul=1i~= s _ _ ~ _ ~~.....r ~ ~ ~ ardl-III=n,-_-_
~LL~tL 1V lr ~~1~~,1J U LL
EMPORARY DIVERSION DITCH RUCK. CHECK DAM NOT TO E
SCALE: NOT TO SCALE CLDS # 30.05 U5 NOT TO SCALE
PLAN C4001

This drawing and the design shown is the property `~e l1T 1 ~ Ur aLI] ~lt~C 1Ca 01]S age ; Q , ~ of Dennis C. Terry who reserves hiscommon-law
Copyright and other property rights in these plans.
The reproductton, copying, changing or any other use of this drawing are prohibited. The designs or
CONSTRUCTION SE UENCE: - NARRATIVE. ideas contained within are not to be reproduced whatsoever, nor are they to be assigned to any third ;
SENT CONTROL PLANNING party without first obtaining the express written
1. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTRC PROJECT DESCRIPTION: AND DESIGN MANUAL, US DEPT. OF AGRICULTURE, US ARMY CORPS OF ENGINEERS, CITY OF SHELBY AND CI ELBY AND CITY OF KINGS c ! permission of Dennis C. Terry: Any infringements will be subtect to legal action and all finanaal f
CT IS TO CONSTRUCT A NEW RESIDENTIAL DWELLING ON A VACANT 2.55 ACRE PARCEL OF MOUNTAIN REQUIREMENTS AND MUST REMAIN INSTALLED UNTIL ALL AREAS HAVE BEEN STABILIZED AND APPR( AND APPROVAL HAS ~~~i ' ~ 4 ~~t~;,-l~ ~ ~ obhgattons will be pursued ©Copyr~ght 2010 ii ~ , a
THE PURPOSE OF THIS PROJE ND ADJACENT TO A SMALL COVE ON MOSS LAKE IN SHELBY NORTH CAROLINA. THE SMALL COVE HAS FILLED WITH BEEN GIVEN FQR THEIR REMOVAL. LA f i
TION MOSTLY IN THE LAST 10 YEARS) AS A RESULT OF COMMERCIAL AND RESIDENTIAL DEVELOPMENT UPSTREAM FROM SEDIMENTA ( SAND STRUCTURES TO MINIMIZE ERC ~ L' ' . , , 6' rig .m~.. u ~ _ _._~__..__..W ~ ~
2. DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICE THE SITE. MINIMIZE EROSION. ...U~.~~ ,n» ;ONDUCTED AT ~ s~
MAINTAIN CLOSE CONTACT WITH THE CITY OF SHELBY SO THAT PERIODIC INSPECTIONS CAN BE CONDUCTED ~ ~l~ O Il
ADJACENT TO THE RESIDENTIAL LOT WILL BE DREDGED SO THAT THE OWNERS WILL HAVE LAKE ACCESS AND APPROPRIATE STAGES OF CONSTRUCTION. THE COVE AREA ~Sr~sfest9ir,:~,^, a ` TYe C?~MT'~t~rb~~ot~ C~tr~airs ci~i~att~~:~ ~ ,
CT A DOCK PEIR INTO THE COVE TO BE PERMITTED UNDER A SEPARATE APPLICATION} CONSTRU / ( 3. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. Et~fb~~~ LdS)TY9 r,~: ~ ~ ~ ~ A,t+~,~,,, y~~ ar tarry gar a.irra ire uit ~,b fr. r ~.~~t~ eat ct ~ .r.,
15 000 SF. APPROXIMATELY 3,000 CUBIC YARDS OF SEDIMENT WILL BE tt°(iaP~tingav4rry mi :rla'. ~ ~~-a~pG`C~caaed~clye fa
THE TOTAL DISTURBED LAKE AREA IS APPROXIMATELY , ALL DREDGING ACTIVITIES ARE TO BE CONDUCTED FROM THE ADJACENT SHORELINE AND ALL 4. CONTACT NCDENR [phone] TO SCHEDULE A PRECONSTRUCTION MEETING. dur:.,bl~...~E~.u.: a~lr~ ~ea~ fer s F ~,nd s_d,mentcpnBopr s < ~ w... .x„ ~ r[sn~kt Prr~r;'t m N
DREDGED OUT OF THE COVE. SEDIMENT REMOVED WILL BE TRUCKED OFF SITE AND STORED IN AN APPROVED LOCATION. 5~pr~lfrr c b
5. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION COMMENCEMENT. ~SOrn W~ftitsn'u9tl~ ~~~>ic ' ~ ~°ln.a~ ~ ~ ~rr~r kiw
DWELLING ASSOCIATED HARDSCAPE AND FUTURE SWIMMING THE TOTAL AREA DISTURBED FOR CONSTRUCTION OF THE RESIDENTIAL , Fata4atr ~ i~expa°rd:raly~- - ~ .i .~p~, , `lna acct s t'~;~a~s~srs ~
ACRES 6. DREDGE LAKE COVER PER GRADING AND EROSION CONTROL PLAN. POOL IS APPROXIMATELY 99,000 SF (2.27 ) ~m ~ ~ursicnlbalia~t ~i~•In ~ar~d~~;P: h 9e . ; _ ; j e; E~ 9
7. PERFORM ALL LAKE SHORE STABILIZATION. {"d CL~CIY9~Ctiu}t. ~.a•C!i'a~~r4 1 . ~ ii ~ i.:: - , , l~.a§ .ha3Yt iS ~"a~mkl :a$ t~ Sa~'~5~.tt~M,. ~
SITE DESCRIPTION: ~~otdU~, O a~c~i~rl I rat," 2~ ~uf~ s~~ _ ~ E~
HAS MODERATELY STEEP TOPOGRAPHY. A MAJORITY OF THE SITE IS WOODED WITH LITTLE OR NO UNDERGROWTH. 8. ROUGH GRADE SITE. ;i_ .t h~spon SkF~. ~~p.k? °c+ 9 ~ "r; can ae ~:~r~ to ~a~f~r ° ~ -~°.q1~: N
THE SITE THERE IS NO EVIDENCE OF EXTENSIVE EROSION ON THE SITE. THE MAJORITY OF THE SITE, PARTICULARLY THAT WHICH WILL BE pansy ~oa2> ~ ~ ~ ~
MOSS LAKE 9. CONSTRUCT RESIDENTIAL DWELLING DISTURBED, DRAINS TO _ •~r;hpl~i°i 3kir Gud~;;:, #~vEii° N
UND UTILITIES AND PROVIDE INLET AND OUTLET PROTECTION DEVICES. "",k~1~3~ . ~ ~ ~ r,,,,.-. ;~~iPi~ LLL~~~ ' ~ G~
OPERTY: 10. INSTALL ALL UNDERGRO ADJACENT PR
t';adtr ""earr ~ur~ap~ ~ `4 r k
E IN THE VICINITY IS RESIDENTIAL. THE SITE IS BORDERED BY LAKEMONT DRIVE TO THE NORTH, MOSS LAKE TO 11. INSTALL ALL PAVED SURFACES. LAND US ~"~G6F6frrt,~y5~iTiS is V
THE SOUTH AND VACANT RESIDENTIAL LOTS TO THE EAST AND THE WEST. 12. "ROUGHEN" SURFACE OF SLOPES WITH EQUIPMENT AS SLOPES ARE PREPARED TO FINISHED GRADE. STABILI ODE. STABILIZE W/ 7~mr~ry~,i~, ~ ~
SEEDING IMMEDIATELY. ~p~r~ant~ ~ 5pr$„~r~ V A
'ERMANENT VEGETATION ~ ~ ~
ITHIN 21 CALENDAR DAYS. AREAS TO BE STABILIZED WITH PERMANENT V 13. STABILIZE SLOPES WITH SEEDING W Ott ~~r~ l~t~~~ GRADE IS REACHED, v
MUST BE SEEDED OR PLANTED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS AFTER FINAL GRADE IS RE A. NO ON-SITE BURIAL PIT WILL BE LOCATED ON THIS SITE. CONTRACTOR RESPONSIBLE FOR PROPER DISPOSAL OF DEBRIS. E SEEDING SCHEDULE FOR TYPE RATE & DATES. UNLESS TEMPORARY STABILIZATION IS APPLIED. SE > -ES. ~ ~
~as;~^t~~ ~ h.;~ ~ ~
HE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/STATE EROSION CONTROL B. ANY GRADING BEYOND T 14. INSTALL ALL LANDSCAPING. Tur6ai3t~ , 4 ~ O s
ORDINANCE AND IS SUBJECT TO A FINE. ~ , 7urbktlty ~.srrtstn i ~
15. COMPLETE ALL CONSTRUCTION WITHIN PROJECT LIMITS. fi~s~ar€~;~ i ~W'1 ~Itoty tiE sar~~:.r ~ ~ ~ r
ING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY C. GRAD Tp'~3fi'a1f.
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 16. EROSION CONTROL MEASURES (BASINS, TRAPS, SEDIMENT FENCES, DIVERSION DITCHES, ETC.) DIRECTLY AF DIRECTLY AFFECTED BY Chr9~ rrlc MAINTAINED TO MAX. 00 ~ r
THIS CONTRACT SHALL BE MAINTAINED REMOVED UNDER THIS CONTRACT. DEVICES SHALL BE MAINTAINED / D. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY LY STABILIZED. N ~ i
ILL BE MADE 50% CAPACITY UNTIL AREAS THEY SERVE ARE FUL RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS W Cvtrtac~ N
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND INLET OT COVERED BY BUILDING PAVING, OR OTHER 17. PROVIDE PERMANENT GRASSING FOR ALL DISTURBED AREAS N > OR OTHER LANDSCAPED ~ ~ ~
PROTECTION DEVICES WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50 ~ FILLED. GRAVEL WILL BE CLEANED OR
DRAINS ROPERLY. AREAS. REPLACED WHEN THE SEDIMENT POOL NO LONGER P i
» 18. CONTACT NCDENR [phone] FOR PERMISSION TO REMOVE EROSION CONTROL DEVICES.
E. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 6 DEEP AT THE FENCE. THE F
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. L EROSION CONTROL DEVICES INCLUDING ACCUMULATED SEDIMENT. 19. REMOVE AL
UST BE ESTABLISHED WITHIN THE PROPOSED DITCHES AND CHANNELS. ADDITIONAL MECHANICAL F. PERMANENT GROUND COVER M 20. ESTIMATED TIME BEFORE FINAL STABILIZATION 14 MONTHS.
MEASURES WILL BE REQUIRED IF VEGETATIVE COVER CAN NOT BE ESTABLISHED AS PROPOSED. ~ M~~1 `
1 TURBIDITY CU TAIN SPECIFICATION
G. PROVIDE STRAW EROSION CONTROL BLANKET WITH BIODEGRADABLE NETTING & 0.5LBS/SQYD STRAW FIBER ON ALL SLOPES SCALE: NOT TO SCALE CLDS # 30.05U~ c
THAT ARE 3:1 OR STEEPER AND ARE NOT ALREADY SPECIFIED TO RECEIVE ANOTHER TYPE OF BLANKET.
b
H. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL
- ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
i
I. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY EROSION CONTROL INSPECTOR.
/ I
J. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT i
OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
K. ALL SLOPES MUST BE SEEDED WITHIN 21 CALENDAR DAYS. REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. s
. mo ~..r,
CONTRACTOR TO ADJUST TEMPORARY SILT DITCHES AS NECESSARY TO CONVEY RUNOFF TO SEDIMENT BASIN THROUGH ALL L. M.,.n . ~ m ~...tt ~ ~a~
PHASES OF CONSTRUCTION.
http:ffwww.abasco.netltypelturbditycurtainspec.htn~l 7111010
AN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING (CLDS M. SLOPES SHALL BE GRADED NO STEEPER TH
30.16 . # ) G
N. DOUBLE SILT FENCE SHALL BE USED ALONG WETLANDS, STREAMS, LAKES OR OTHER SURFACE WATER BODIES AS WELL AS ~ ~
.W.I.M. BUFFERS. HIGH HAZARD SILT FENCE WILL BE INSTALLED AS DETERMINED NECESSARY BY THE FIELD ADJACENT TO ALL S
INSPECTOR. ~ ~ ~
4, `
T ELATION OF TEMPORARY GROUND COVER OF SEEDING MUST BE PERFORMED WITHIN FIVE (5) WORKING DAYS OR SLOPE 0. INS A ~ ~ n
DRAINS INSTALLED AFTER FILL SLOPES ARE BROUGHT UP IN HEIGHT.
PERMANENT TERRACES SHALL BE INSTALLED ON ALL SLOPES OVER 10 FEET IN HEIGHT TO REDUCE RUNOFF VELOCITY COMING P.
DOWN THE SLOPES. v~
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CONSTRUCTION
DOCUMENTS
\~~0~, ~ ~P~ascgpF/~i~~~
Z• ~e`~ 9~n ':Y
~ No.1053 1~~=
• a I -
~

2010 June 1
C4002