19970499 Ver 1_Complete File_19970623

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
JRA Associates, Inc.
P.O. Box 996
Kings Mountain, NC 28086
Dear Sirs:
EDOEHNR
June 23, 1997
DWQ #970499
Cleveland County
On 4 June 1997, you applied to the N.C. Division of Water Quality .(DWQ) for a 401 Water Quality
Certification to impact 210 linear feet of streams for your project to construct the Holiday Fun Express located at
King's Mountain in Cleveland County. Your project has been forwarded to Mr. Mike Parker (704) 663 -1699 of
DWQ Mooresville Regional Office for review. This review will likely require an on -site inspection prior to the
approval, modification or denial of your project site. If you send additional information to the U.S. Army Corps of
Engineers concerning this project, please be certain that our staff have copies of this material so we can use it in our
process in making a decision. Also a wet detention pond will likely be required to protect downstream uses.
According to our preliminary, in -house review since you propose to disturb greater than 150 linear feet of
streams, it is likely that compensatory mitigation will be required by DWQ for this project as described in 15A
NCAC 2H.0506 (h) if existing aquatic life uses are present in the stream. The exact amount of impact any required
compensatory mitigation will not be determined until the project is reviewed by our Regional Office staff in
accordance with 15A NCAC 2H.0506. Please note that if compensatory mitigation is required but not provided,
this project will likely have to be denied. Also if a mitigation plan is required, we will place this project on hold
until its receipt in our Central Office. If mitigation is required, you have these four options for satisfying those
requirements:
1. Payment of a fee established by the Environmental Management Commission into the North Carolina
Wetlands Restoration Fund (see attachment),
2. Purchase of credits from a private wetlands mitigation bank,
3. Preparing and implementing a wetlands restoration plan (see attachment), or
4. In limited instances, donation of land to the Wetlands Restoration Program or to other public or private
nonprofit conservation organizations as approved by the Department.
At this time, options 1 and 3 are the only viable options in North Carolina. If you are interested in options 1
or 4, please contact the Wetlands Restoration Program at (919)- 733 -5083, ext. 358. Enclosed are materials
describing compensatory mitigation requirements for this program as well as the Wetland Restoration Program.
Please call me at 919 - 733 -1786 to discuss these matters if necessary. Until a mitigation plan is provided, this
application is considered to be incomplete and our processing time will not start.
We recommend that you not impact any wetlands or waters on your project site until a 401 Water Quality
Certification has been issued from Raleigh, The issuance of a Corps of Engineers 404 Permit does not mean that
your project can proceed. According to the Clean Water Act, the 404 Permit is not valid until a 401 Certification is
also issued. If DWQ staff observe impacts which are not allowable, you will be required to remove the fill and
restore the site to its original condition. I can be reached at 919- 733 -1786 if you have any questions about the 401
Certification process.
cc: Mooresville DWQ Regional Office
Central Files
Tony Browder, Burnell Associates
erreel}�
R. Dorney
ater Quality C;ion Program
970499.rovst
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919 - 733 -1786 FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 500% recycled/100% post consumer paper

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402 -1890
July 8, 1997
IN REPLY REFER TO
Regulatory Branch
G �
-Pow
O� ,F
2�
Action ID No. 199707032 and Nationwide Permit b and Isolated
Waters)
2�
JRA Enterprises
Post Office Box 996
Kings Mountain, North Carolina 28086
Dear Sirs:
Reference your May 28, 1997 application for Department of the Army (DA)
authorization to culvert approximately 213 linear feet of an intermittent,
unnamed tributary to Crowders Creek, at the intersection of I -85 and NC 161,
near Kings Mountain, in Cleveland County, North Carolina. The purpose for the
project is to accommodate the construction of a-new hotel.
For the purposes of the Corps of Engineers' Regulatory Program, the
"December 13, 1996 Federal Register, Final Notice of Issuance, Reissuance, and
Modification of Nationwide Permits (61 CFR 65874)" listed nationwide permits.
Authorization was provided, pursuant to Section 404 of the Clean Water Act,
for discharges of dredged or fill material into headwaters and isolated waters
provided that the activity meets all of the following criteria:
a. The discharge does not cause the loss of more than three (3) acres
of waters of the United States nor cause the loss of waters of the
United States for a distance greater than 500 linear feet of a stream bed;
b. For discharges causing the loss of greater than 1/3 acre of waters
of the United States, the permittee notifies the District Engineer in
accordance with the "Notification" general condition;
C. For discharges causing the loss of 1/3 acre or less of waters of the
United States, the permittee must submit a report within thirty (30) days of
completion of the work, containing the following information:
(1) Name, address, and telephone number of the permittee;
(2) Location of work;
(3) Description of the work; and,
(4) Type and acreage (or square feet) of the loss of waters of the
United States (e.g., 1 /10 acre of marsh and 50 square feet of a stream)

-2-
d. For discharges in special aquatic sites, including wetlands, the
notification must also include a delineation of affected special aquatic
sites, including wetlands; and
e. The discharge, including all attendant features, both temporary and
permanent, is part of a single and complete project.
Whenever any other nationwide permit is used in conjunction with this
nationwide permit, the total acreage of impacts to waters of the United States
of all nationwide permits combined cannot exceed three (3) acres.
Your work is authorized by this nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions and provided
you receive a Section 401 water quality certification from the North Carolina
Division of Water Quality. You should contact Mr. John Dorney, telephone
(919) 733 -1786, regarding water quality certification. This nationwide permit
does not relieve you of the responsibility to obtain other required State or
local approval.
This verification will be valid until the nationwide permit expires,
which will occur on December 13, 1998. All activity under the terms and
conditions of this nationwide permit must be completed before the permit
expires. It is incumbent upon you to remain informed of changes to the
nationwide permits, which will be announced by public notice when they occur.
We have evaluated potential impacts of your activity, and we have
determined that your proposal will not affect any endangered species.
When you have completed your work and any required mitigation, please
sign and return the enclosed certification form.
If you have any questions, please contact Mr. Steve Chapin in our
Asheville Regulatory Field Office at (704) 271 -4014.
Sincerely,
Robert W. Johnson
Office Manager
Asheville Regulatory Field Office
Enclosure

-3-
Copies Furnished (without enclosure):
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Mr. Taney O. Browder
Burnell Associates
1300 East 4th Street, Suite 302
Charlotte, North Carolina 28204 -2231
a

Gregory B. Gill, A.I.A.
F. Thomas Murphy, A.I.A.
705 Royal Court
Suite 101
Charlotte, NC 28202
Phone [phone]
Fax [phone]
July 7, 1997 8ECE /VED
jut 15 199,7
Mr. JOHN R. DORNEY EMrjRaNME
Water Quality Certification ProgramT�urAtscirvcs
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT,
HEALTH AND NATURAL RESOURCES
Division of Water Quality / Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Re: KINGS MOUNTAIN HOLIDAY INN EXPRESS HOTEL
Kings Mountain, Cleveland County, North Carolina
Dear Mr. Dorney:
In recent conversations with you, the Civil Engineer and I have attempted to
understand and clarify the situation regarding the piping / containment of
drainage water passing through our site. The Corp of Engineers have
determined the water flow to be an "intermittent creek ", which allows water
flow during times of precipitation to pass across our property.
At your behest, the Owner and I met with the regional representative from the
Mooresville office for the DEPARTMENT OF ENVIRONMENT,
HEALTH AND NATURAL RESOURCES, Mr. Samar Bou- ghazale, at the
site. While there, we discussed the status of the "intermittent -creek" and what
means were available to proceed with the project. He indicated he would pass
on his evaluation and recommendations to your office, directed to your
attention.
The option we wish to pursue, is to contain the water as originally proposed.
This entails piping 210 linear feet of the "intermittent creek ", extending from
the property line adjacent to the Interstate across Our property to the roadway.
We understand that 150 linear feet of containment may be made with no
approvals necessary. It is also our understanding that a new program is
available to pay a fee established by the Environmental Management
Commission into the North Carolina Wetlands Restoration Fund in the amount
of $125.00 per linear foot beyond the 150 feet. We would like to apply for
this means of mitigation to allow us to proceed with the project as proposed.
The Owner will make payment to the fund upon request and approval from
your office. The fee, as we understand would be approximately, 60 x
$125.00 = $7,500.00.

We are in the process of grading the building site to allow continuance of
construction while this review is being made. The building and site have
approval by the City of Kings Mountain. We have refrained from working in
the "intermittent creek" area, awaiting your comment and approval.
We greatly appreciate your assistance in completing this project. If you have
any questions or require additional information, please contact me at our
office, 704/ 338 -9948.
F. Thomas Murphy, AIA
Project / Principal Architect
GROUP, PA
2

TELECOMMUNICATION FETTER
FACSIMILE # (704) 338 -9949
Please deliver the following page(s) to:
To: Natlile: Mr. dOl IN DORN EY
Company; DEPARTMENT OF ENVIRONMENT,
HEALTH and NATURAL RESOURCES
Gregory & Gill, A.I.A.
1~, Thomas Murphy, A.I.A.
Telephone: [phone]
Fro n: Name: F. Thomas Murphy, A1A
subj "t: HOLIDAY INN EXPRESS nOTE;I.1Sc SUITES
Kings Mousratain, North Carolina 1196 -13
Total number of pagoss including cover totter; 3
Date' 7/9/97 Time! 12 :00 1
If you do not receive 411 of the pages, please call back as soon as possible at (704)
338 -9948.
Mr. Dorney ; a,
Please find attached a letter describing the sittlation regarding the above noted
project and our request to pursue mitigation for the containment of the water flow
across the property, ` ;
We are under time constraints to resolve this matter and allow the construction to
proceed. We greatly appreciate your assistant oft this project. If you have any
questions or require additional information, pl a co tac our office.
TIIE INFORAlA'l'ION WNTAINI;I) IN THIS FACSIMILE' WNNSAUi; I.•f ARCnITP,Cr FRIVlI.X(ildl) ANIi
CUNl91)l;N'[3Af.INI�ORA1n't7UN IN'I'1lNDl °.1)1�c)tt 'l'Ill? r lyl! t)IrTllls 1NI >IVlI)t fA[. t)R ISN'!'ri'Y NAi,4k,v A11S)VF,.
IF THE READER 011 THIN ME.Ski'ME IN NIM" t'lW, INTENDED RI ?CIPII?NT. YOV A121: ItHri1:13Y N(Yl'IVIIlI) JJI.Vr
743 Royal Court
ANY DISSEMINATION. DNN' RIBLrl'lON OR COPY Ol" TMs COMMUNICATION Ili s'1'RIVI'1,Y pito)Illorl'1g). IF
Suite IOl
YOU HAW, R11017,NVI;Ef THIS COMMUNICATION IN ERROR, P1,ISSAiR NcrrlrY US 13Y THIEP110NE
1Mlvtl "lmix m,Y, ANI) R1 ?'Plt(lN '1'111! 01WINAI. All ?IiSA(iI! ` o lull A'I" nIr AnUVIC ADDRI ?SS VIA Tl1L' (r.R.
Cllarlgtt� l�G 28202
ti
POSTAL SURVICR. THANK YOU,
Phone [phone]
Pax (704) 339 -9949
z0 -d
8i bt IN=i Z6 —Y T — nnr

Cxregory B. Cr171, A.I.A.
F. Thomas Murphy, A.I.A.
705 Royal Court
Suite tot
Charlotte, NC 28202
Phone [phone]
Fax [phone]
R1 14 : 1 8
TELECOMMUNICATION LETTER
FACSiMILt 0 (704) 339 -9949
Please deliver the following page(s) to:
To! Nsme: Eric Glamlb
Company: c/o John Dorney
Address: 4401 Reedy Creep Road, Raleigh, NC 27607
Telephone: [phone]
From: Name: F, Thomas Murphy
Subject: Kings Mountain Holiday Ion Express, H96-13
P. 01
Total number of pages including cover letter: 4
Date: July 11t 1997
Tf you do not receive all of the pages, please call back as soon as possible at (704)
3389948.
Mr. Glamb,
Please contact the office if you have any further questions.
Sincerely,
Habitat Architectural Group, 'P.A,
jmb
TIM WFORMATION CONTAINED IN THIS FACSIMILE MESSAGE IS ARCHITIXT PRIVILEOxD AND
CONFIDEN -nA1, TNVOkMATION IN'IT -NDED FOR TITS USE OF THE INDIVIDUAL OR ENTITY WAME13 Aflova
IF THE RWMER OF THIS MESSAGE IS NUT 1'IIE INTENDBI) RIXIPi1:NT, YOU ARE WEDY NOTIMPT) THAT
ANY DISSEMINATION, DISTRIBUTION Olt WI'Y OF THLS COMMVN;Q AI'IUN Is s'I'ftlafLY PR0TflnITL+D, IF
YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US BY TELEPHONE
IMMEDIATELY, AND RETURN T11E ONOINAL MWAGE TO US AT THE A13OVE ADDRFSS VIA THE U.S.
POSTAL SZRVICP- THANK YOU,

gory B. Gill, A.I.A.
'homas Murphy, A.I.A.
705 Royal Court
Suite 101
Charlotte, NC 28202
Phone [phone]
Fax [phone]
July 7, 1997
Mr. JOHN R. DORNiEY
Water Quality Certification Program
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT,
HEA.LTI-1 AND NATURAL RESOURCES
Division of Witter Quality / Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Re: KINGS MOUNTAIN FIO[.IDAY INN EXPRESS HOTEL
Kings Mountain, Cleveland County, North Carolina
Tear Mr, Dorney:
In recent conversations- with you, the Civil Engineer and l have attempted to
understand and clarify the situation regarding the piping I containment of
drainage water passing through our site. The Corp of Engineers have
determined the water flow to be an "intermittent creek ", which allows water
flow during times of precipitation to pass across our property.
At your behest, the Owner and I met with the regional representative from the
Mooresville office for the DEPARTMENT OF ENVIRONMENT,
HEALTH AND NATURAL RESOURCES, Mr. Samar Bou- ghaxaie, at the
site. While there, we discussed the status of the "intermittent creek" and what
means were available to proceed with the project. He indicated he would pass
on his evaluation and recommendations to your office, directed to your
attention.
The option we wish to pursue, is to contain the water as originally proposed,
This entails piping 210 linear feet of the "intermittent creek ", extending from
the property line adjacent to the Interstate across our property to the roadway.
We understand that 15o linear feet of containment may be made with no
approvals necessary. It is also our understanding that a new program is
available to pay a fee established by the Environmental Management
Commission into the North Carolina Wetlands Restoration Fund in the amount
of $125.00 per linear foot beyond the 150 feet. We would like to apply for
this means of mitigation to allow us to proceed with the project as proposed.
The Owner will make payment to the fund upon request and approval from
your office. The fee, as we understand would be approximately, 60 x
$125,00 = $7,500,00.
20 1 d 6 T = *I T I NA 2-6—T T -7nr

We are in the process of grading the building site to allow continuance of
construction while this review is being made. The building and site have
approval by the City of Kings Mountain. We have refrained from working in
the "intermittent creels" area, awaiting your comment and approval.
We greatly appreciate your assistance in completing this project. if you have
any questions or require additional information, please contact me at our
office, 904/ 338 -9948.
P, Thomas Murphy, AIA
Project / Principal Architect
GROUP, PA
-1:10 -�I G o -aT IraA zS —T t --inr

JUL -09 -97 WED 11:58 PM HABITAT Architects _ 910 766 7720
Telephone: [phone]
P.01
Dram: Name: Ir. Thomas Murphy, AIA
!ir
IKings 1vMotiratain, North Carolina 096 -13
I 1 TE�ECO MUNIC.ATIUItf LE'I.'TER
I
I
Pate: 7/9197 Time: 12:00
+ FACSIMILE # (704) 338 -9949
338 -9948.
fl n
a e
Please deliver the following p g ( s ) to:
To: Name: Mr. JOHN DORNEY �
Company! DEPARTWNT O1� ENVIRONIIIC,NT,
14EALTII and NATURAL RESOURCES
Gregory B. Gill, A.I -A.
Telephone: [phone]
F. Thomas Murphy, A.I.A.
Dram: Name: Ir. Thomas Murphy, AIA
Subject: HOLIDAY INN EXPRESS HOTEL Sc SUITZS
IKings 1vMotiratain, North Carolina 096 -13
Total number of pages including cover letter: 3
I
I
Pate: 7/9197 Time: 12:00
If you do not receive all of the pages, please call back as soon as possible at (704)
338 -9948.
Mr. Vorne-y =
Please find attached a letter describing the situation regarding the above noted
project and our request to pursue mitigation for the containment of the water flow
across the property.
We are under time constraints to resolve this matter and allow the construction to
proceed. We greatly appreciate your assistant this project. If you have any
questions or require additional information, pl Se co tae our office.
TII1L INFOJM1,V1'1OK CONTAINIM N THIS FACSIMILE MESSAGE 15 ARCIffrFeT PRIVILF.CED AND
CONFIDENTIAL INFORMATION INTENDI 0) F011 TIM t SF. or TIM INDIVIDUAL OR ENTrrY NAMED ABOVE.
111 TEIF RLiA171sR OF IS Ncrr T171. 1N`1TEN11.17 RfiC1PIF.4. T. Yol, Arm 11F.RanY NOTIVIV -13 111.1T
COPY OIl 1'Hr3 COhfbfirNICATTON I5 ,STRIC LY FROlijur FD, IF
705 1COyal Court
Suite tUI
YOU vNArtoN, DIS'rKniLMON OR
YOU HAVE RECEIVED THIS CONINJIINICATION IN ERROR, PI.E:LIS Ncyrury US By TELEPEONE
lAI, t`1RSSACIs `r4 t,s AT TIFIF. ABOVE ADDRESS VIA THE V.S.
IMMFI)IATI;I Y. Ar`n R►,,rtMN.r TINS ORIGI
Charlotte, NC 28202
PosrAL srRviCF.. TIiANK YOU,
Phone [phone]
fax [phone]

MEMORANDUM PRINT NAMES:
Reviewer: 54Aooe $o _ /1404
TO: JOHN DORNEY WQ SUPV.: P
ENVIRONMENTAL SCIENCES BRANCH DATE:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
* *EACH ITEM MUST BE ANSWERED (USE N/A FOR NOT APPLICABLE) * **
PERMIT YR: 97 PERMIT NO: 0000499 COUNTY: CLEVELAND
APPLICANT NAME: HOLIDAY INN EXPRESS - KINGS MOUNTAIN
PROJECT TYPE: HOTEL SITE PERMIT TYPE: N
COE #: DOT #:
RCD_ FROM _CDA: APP DATE_FRM_CDA: 06/06/97
REG OFFICE: MRO
RIVER AND-SUB BASIN J: 0308
STREAM—CLASS:
WL_IMPACT ?: Y/N
WL_REQUESTED:
WL SCORE M :
MITIGATION ?: Y/N
MITIGATION SIZE:
STR INDEX N0:
WL_TYPE:
WL ACR EST ?: Y/N
WATER IMPACTED BY FILL ?: Y/N
MITIGATION TYPE:
DID YOU REQUEST MORE INFO ?: Y/N
IS WETLAND RATING SHEET ATTACHED ?: Y/N
HAVE PROJECT CHANGES /CONDITIONS BEEN DISCUSSED WITH APPLICANT ?: Y/N
m
z �
a C 111
N
RECOMMENDATION (Circle One): ISSUE ISSUE /COND DENY
COCA ((" 0,4 �-
COMMENTgw,5� , rvv/as %/V IFRRi % �TZ,11 / �y
GDS rIx-7zo 2,T/99 7 Ac c-A/ D Tf/A-i 7� %
h�16A -iit),l At1k2�L /Is��->> � �1Z 4; LW�i
CC: Regional Office
Central Files
m/

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
Ja mes B. Hunt, Jr., G ove mor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
FAX TO:
FAX NUMB
FROM:
A14
.rj&
001% 00m9ft
OL
[DEHNF1
Division of Water Quality
Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, N.C. 27607
FAX:[phone]
DATE: CQ 2O
COMMENTS:
0
PAGES INCLUDING THIS SHEET: 2—

TRANSMITTAL LETTER
BURNELL ASSOCIATES
1300 East 4th Street, Suite 302
Charlotte, NC 28204 -2231
7041375 -9638 (704)375 -3135
To: DIVISION OF WATER QUALITYIENY. SCIENCE BRANCH
attn: John Dorney
4401 Reedy Creek Rd
Raleigh, N.C. 27607
(919) 733 -1786
Job Re: Holiday Inn Express Kings Mountain
Woodlake Prkwy & 185, Kings Mountain.
Section 404(Clean Water Act,33 U.S. C 1344) Documentation
Application for Section 401 Certification
91 o4b
Date: June 4, 1997
Doti GS, �®
off,
do
F�
I am writing this letter to obtain approval from your office for the work outlined by the enclosed
plans(7 sets.). Attached are 7 set of the Pre- Construction Notification Application with USGS quadrangle
map. Steve Chapin with the Corp of Engineers has looked at this request and at the field conditions and
has no concerns with the proposed plans. Your prompt attention in approving this proposed work will be
greatly approve.
If you have any questions or need further information, please contact our office. Thanks for your
assistance in providing this Owner requested documentation.
Signed: " �� g-XJ69_�
Taney O. Browder, P.E.
cc- trn. file
file

3 .. ... ! .. . ... .. .. .�.�.. v..4 9.. 9..
DEM ID : CORPS ACTION ID*
NATIONWIDE PERMIT REQUESTED ( PROVIDE NATIONWIDE PERMIT if)
PRE-- CONSTRUCTION NOTIFICAT!0N,_,AP_PL2CATION _
FOR NATIONWIDE PEPM..ITS THAT REQUI-RE:
VLF Fb
ICATION To T CORPS .OFrGR��, '+Z�
2) APPLICATION FOR- SECTT_ON 401 CRRTZICATION o
3) CoORDINMLON WITH TEEE: NC DIVISION OF COASTAL MA. AG�-fE:iT `±�T �
Ln
����s
Sr 7D TAE ORIGINAL AND (1) COPY OF -THMIS COM.PI;F:= FORM TO THR APPT_2QP'_4SATEv
FIELD OF-ICZ OF 711z. CORPS OF 'ZNGiNE =RS '(SF E AGENCY ABOPESScS S -. T) . SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVI)RONMENT -U Y- ANP_GEA -an
(SEF..P_GcNCY ADDRESSES SHEET) PLEASE PRINT
1. OWNERS NAME; -rT
2. MAILING ADDRESS: P_ C), qq�• .. ._. „
SUBDIVI °ION N_-kM
CITY. _il.�Cle STATE ZI'P CODE.w -_ .'
PROJECT LOCATION ADDRESS, INCLUDING SUBDIV_S'ION N ???E (I. DIFc ERENT FROM
Mn_:Z LING ADDRESS kBOVE) !.JCZW LA-k--C- P1Z %K i (9 klNC, S ! dt Af rlt'7AJ
•
F
C
3 . TE LF:PHON E 'NUMBER (HOYE) : _. (WORK)
a IF A2PLIC_1 -BLE: AGENT'S NAME", OR RESFONS7 LE CORPORITE OFFICT: ;PJ,DRESS,.
PHONE YUMBER: .c -Ilk
5. LOCATION OF WORK (PROVIDE A I-AP, PREFERP_SLY'A COPY OF USGS'TOPOGRAPHIC
hL-2 OR AERI_7iL PHOTOGRAPHY WITH SCALE)
COUNTY :. C lc> .eIc��{ NEAREST. TOWN OR CITY: t�r tie. iFnt�.1

-- 4.
.SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDM-I�RKS ETC.) : _ WOZOO 1_41.1 f- ?2 w Y -FC>
6 , IMPACTED OR NEPREST STREAM /R I VER:
RIVER BASIN:
7a. IS •PR00TECT LOCATED NEP.R WATER CLASSIcIED AS TROUT, TIDPtr, S,,�±tTWATER
(SA)
HIGH QUALITY WAT= RS (H OliTST_P?QD NG R`:SOURC7-. wAT °'� S (ORW) , WATER
SUPPLY (WS-1 OR W-S - =I) ? YES ( ]. NO ( -I= YES,
7h. IS THE PR072ZCT LOC.= -mED WITH N P. NORTH C ?ROLIN? DIVISION 'O'F C6AST t
I•tA AGMMENT PRE__ OF ENVIRONI�ENTP?� CONCERN (AZ --) ? YES ( ] NO �]y
7c. IF T ROJ —EC's IS LOCATED W rTHIN . QOP_ST ?, COUNTY (SE-7 PAGE 7 FOR
LIST OF COAST3?, COUNTIES), WrAT IS THE D ;USE PLAN (LUP) DESiGNt?�'ION?
8a,, Ht?VE ,P-NY ScCTT_ON' a0a P=RMITS BEEN PREVIOUSLY REQUESTED rOR:;.,USE'_'ON `
THIS PROPERTY YES ( ] NO [Xj I= YES, .PROVIDE - ACTION I.D. 'NW-BER p-
PREj7IOUS PERZt! T AND ANY DDITTONP_ INFOR.' A, i OtT
CERTIFICATION) ( NCLU,DE P- OTOCODV OF CQ1
Sb. ARE P-DDITIONPS, PETIT REQUESTS EfY?,EC,TED FOR Tzi S ..PROPER'i'Yt:IiF'.TFiF..
F"JTIIRE? YES ( ] NO IF YES, DESCRIBE A.NTICIP- -?TEb woFl
9a. 'ESTIMATED TOTAL . NUMBER OF 11CRES IN TRACT OF L-LND:
9b'. ESTIMATED 'TOTAL N'tJMBER_OF AICRES'OF WETLANDS LOC.�TED+ON PROJECT SITE:
2

10a. NUMBER OF.. ACRES OF.
WETLANDS IMPACTED -BY THE PROPOSED .P?�OJEGT BY: b
FILLING. '(`�
EXCAVAT,T_ON:. ..... _ .... ,. -•
FLOODING: _.
OTHER:
DRAINAGE:
TOTAL ACES TO BE llf2ACT£D
10b. (1) STREAM CHANNEL
TO BE IMPACTED BY THE PROPOSED PROJECT (I:;-7'
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND- AFTER RELOCATION)
LENGTH', BEFORE: - 213
FT AFTER:
w=TH -BEFORE (based on nc_-na1
nigh water 'Corltours)
=)TH AFTER: !24",d
R :. :. . .... .
AVERAGE. DEPTH BEFORE:,
`L,.. ^ A; "'ER: , - .._/C//� • . F'T .
(2) STREAM CrA�NNET•
..
7VUZ.C'_`C• WT!-iL R•ESU'LT FROM: C:.EC:{ A'T ADt�rj
OPEN C UTNEL RELOCATION.
oT ruE F PIA= IN C aLNNEL
�.r_C :Il O
CHANNEL EXCAVATION:
CONSTRUCTION OF A DaM /FL. OODING: •,; .•
;}
,,
OTHER:
11. IF CONSTRUCTION.OF.A
POND IS PROPOSED, 4tr3�.T IS THE SIZE OF THE
WA -TERSHE D DRAINING TO THE
POND?
WFav IS.• THE EXPECTED POND
SURFACE AREA?
2'. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE .OF„ ,, ~
MECHP:NIC.A.L EQUIPMENT TO BE
USED (ATTACH .PLAITS: 8 1./Z" X 11 "` •DRL';rl 1GS
ONLY) n ti
. ... liz,tlo lnr,
mnptnn�l
.
c- k71�% ��4l1 12(p
13. PURPOSE OF PROPOSED WORK:. r=,(1,f6Cr_JW � CF= �,t/CTihlCTjpRQ

14. STATE REASONS WHY IT IS BELSEVED THAT THIS ACTIVITY MUST' BE 't:`• RR.i.ED'
OUT T_l7 WETLANDS. (INCLUDE PNY ML SURFS TAKEN TO M= NIMT_ZE WETLASTb� •
IMPACT S.) .
SG1LK.t BfS��S �/Z6'�Ci'L'T'T' '� :s /M C';�r AQ•�R /SITS .SP' ....5�'JE'1'�•ti:. .
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDL•I' "" SERVICE
.(USZRS) AND /OR NATIONAL Y- RINE FISHERIES SERV_CE (NMFS) (SE.:., AGENCY
ADDRESSES SHE ET) RC's---RIDING THE P_RESE ICE OF ANY EaERaT.r v, .L•ISTED...OR.
?20:POSF,`il FOR LISTiI27G ENDANGERE-D OR 'THREA`"ENED:, SPEC=-ES OR CRITIC -AL;. fi?- BITAT•
IN :THE PERMIT a THAT 1raY BE AFFECTED BY THE PROPOSED PROJECT. DATE
CONTACTED: (ATTACH,.RFSPONSE5 -
FROM T H5 AG2NC- :S )
16 .. YOU ARE R- QUIRED . TO CONTACT THEE STAT. E • HZSTORZC PR- SE. kVaTT?'qN' • °OFFICER'
(SHRO) (Sr; AGENCY ?DDRESSES S::_ET) REGARDING THE PRES •NCE OE' �i`S'?'ORTC
PROPERTIES ~IN THE PERMIT AR�3 WHICH MAY BE
AF TED BY THE PROPOSED
PROJECT DP_TE CONTACTED
,
17. DOES THE PROJECT -INVOLVE AN EXPENDITURE OF `PUBLIC FUNDS` OR TH E USE O-F
PUBLIC (STnmE LA3TD
YES [j NO (�f• (IF NO, GO .TO ? 8)
a. 7- YES; DOES THE PROJECT REQUIRE PRE_A-RATION OF AN ENVIRONMENT-AL
DOOM- -f=-NT PURSUANT TO THE REQU77- ZHENTS OF' T: E-VORTH CAROLINA. L&'l RONlv—MNTA..L
POLICY ACT?
YES L 1 NO
b. IF YES,' HAS THE DOCUMENT BEEN REVI_ h b THROUGH THE NORTH CAROLINA
DEPART=T OF ADMINISTRATION STATE CLEARINGHOUSE?
YES []. NO (j
I ANSWER TO 17b IS YES, THEN SUBMIT. APPROPRIATE D.00UMENTAT.ION' FR0141 "THE'_'_.
STATE CLEARINGHOUSE. TO DIVISION OF- ENVIR0Nl -,E- , VzLNAGElm-.ENT ' REGARDING :
COMPLIANCE. WITH THE. NORTH CAA, OLINA .•ENV,.IRONMEN:TAL POLICY ACT. ;
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS 'SHOtTL'D',BE
DIRECTED TO Y-S. --CHRYS BAGGETT, DIRECTOR STATE CLEARINGiJOUSE,
CAROLINA DEPARTP-ENT OF ADMINISTRATION, 1:16 WEST JONES - ---T '= s, EIGH,
-NORTH CAROLINA 27603- 8003,. TELEP?0NE (919)' 733,- 0'36.9.

a.' WETL?_ID DELINEATION HArp SHOWING ALL, WETL.A.NDS, STREAKS ,.
AND PONDS ON THE bQOPERTY (FOR (FOR, NATIONWIDE_ PERMIT NUMBERS
29, AND 38) ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MPS . MAP SCALES SHol0l D­ BE " 1 NCH EQUALS 50 FE :T OR 1
INCH EQUALS 10:0, FEET OR THEIR EQUIVALENT.
.
IF AV ?ILABLE, REPRESENTATIVE PHOTOGR PH OF WETLANDS TO BE
IMPACTED BY ' PROu ECT .
`^ T E INCLUDE PLL bP�
SHEETS RELEVANT -TO THE PLACEMENT OF THE DELINEATT_ON L
C. • r DELT;iEA l,ON .WAS PERFORMED BY A CONSULTANT.,
THE • ., .a a . •
d. ATTACH tA' COPY OF THE STORir7ATER 'YANAGEIMENT PLAN •IF
. :. �. c REQUIRED'.
e • WHAT IS L2?_ND USE OF SURROUNDING ' PROPERTY? /�t/Tt RS'Ti¢jT
�
'IF .ADDL_C:% LF., 4vrLaT IS PROPOSED METHOD OF SEWAGE D2S�QS�•�,2.,
g. SIGNED' PND DATED AGENT UTHOR;ZAT_ON L T TER
NOTE: WE TLANDS OR WATERS OF TH U. S NOT EE I_�ACT= D "_P-R_T;OR TO
1) '.ISSUANCE OF .A SECTION 404 .COR_pS OF- ENGINEERS PERM,LT,;... _
2) EITHER THE I S SUANCE OR .WAI'VER , OF A 401 DIVISION OF
EWIRON2-1E NTAL MANAG.ZIA NT (WATER QUALITY) `C 'RTIF ICATION,
S) (iN T�� Tar TTY CQA -ZAL COUNT =S S. 02TLX) . , A LZ TITER FROM TIM
.NORTH - CAROLINA DIVISION OF CCASTim A•ANA'GrtMENT 'STATING TIiE,..PROP.OS.aD
ACTIVITY IS CONS'ISTE'NT WITH THE NORTH CAROLINA COASTAL YANAGLImNT
PROGRAM . I ' .,

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DEPARTMENT OF ENVIRONMENT, HEALTH
AND NA_I•U�:hL...RES..QUR.CES
RALEIGH, NORTH CAROLINA ;
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STORAGE AREA
CATCH
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GENERAL NOTES.
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED TO 112 THE DESIGN DEPTH OF THE TRAP.
2, REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH
A MANNER THAT IT WILL NOT ERODE.
3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPAIRS
MADE AS NECESSARY.
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT iN SUCH A MANNER THAT
EROSION AND WATER POLLUTION ARE MINIMIZED.
A 5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE
DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED
6. SILT FENCE INSTALLATION SHALL BE IN ACCORDANCE WiTH SILT FENCE DETAIL.
2"
SILT FENCE SECTION A -A
STORM INLET SEDIMENT TRAP
RAMP" w TO 1 p, =,
I STONE
iRT
NE
EXISTING GROUND
z
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PUBLIC STREET
E3111EMMUSIENER11i SOIL STABILIZATION FABRIC
UNDER STONE
WOVEN FILTER FAE
BACKED W/ WIRE
50' MiN.
VARIABLE AS DIRECTED BY THE ENGINEER
(8' MAX.)
STEEL OR WOOD POST
FILTER FABRIC
w
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ANCHOR SKIRT 6" MINIMUM
IN LIEU OF BURYING SKIRT, 6" OF
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OVER TURNDOWN.
STEEL OR WOOD POST
w fFILTER FABRIC
EROSION SIDE
all
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7i �// ��_ REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE.
PREPARED AND SEEDED
/ l
SLOPES STEEPER TKW -1 - Z0 BE STABILIZED ,,_ -- --�_ T E M F' 0 R A R Y SILT F E N C E
W /NIGH ROOT DENSITY SHRUBS' / O IS-r (JP4 ,F.D LI M ) T'5
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C7� i iv ggIM 927. (R I#4 0 BE LOCKABLE
t 9 3. 9 .7 91.40 tk .� I ' g 0 % 91 , 1,1. 907.85 4" FR. RET. WALL) I, �\ M cl III
_] _ _ _ ❑ ^7 M 9t 2, 50 fix 906. P 1.1. 922.40 ( 5" FR. CB #4) ,? O
TO BE R M �'� �' 1.0. 907.65' F TRUCK RKING-
g
QQ
� BACK TO JJEW i� � � i t _C0 \
_ 245' 15" Il i �C� 0 �h ,t Rik? 927.40' °i
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1.0. 922.60' A = ' -Ar
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`- STABILIZED CDON ENTRANCE
S 25 ?56'21"W -� 3 g - - tI S t8 ?25'22 "W _ . ---- --
\-0
A= R= �• _ _, _ it _� .- x� �IS'rURtE;i LIMITS �p
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SEEDING SPECIFICATIONS ' 1N FrFlb)
'` --` - --_.__ � I I (BASIN WALLS TO BE A MIN. 12" THK
_ I I TO WITHIN 10' OF SURFACE AND /OR
3:1 SLOPES OR FLATTER _ -- I I TO COMPLY WITH LOCAL STD'
1. APPLY AGRICULTURAL LIME AT THE RATE OF 90 -Ibs /1000 -sf (1
2. APPLY 10 -10 -10 COMMERCIAL FERTILIZER AT THE RATE OF 20 -Ibs /1000 -sf. �' l
3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES: _ " AR K Ay
�/
DATE TYPE PLANTING RATE Mrs \n't� ODLAKE AUG.15 -NOV 1 TALL FESCUE 300 - Ibs /ac. OR 7 -ibs /1000 -sf. 4 P'rI ` `� I i
NOV 1 -WAR, I* TALL FESCUE AND 300- Iil OR 7 -lbs /1000 -sf. 1 r\62 CIS N I I
ABRUZZI RYE 25- Ibs /ac. OR 1 12 -Ib /1000 -sf.
B 12� OIIS FLOW SEX 24" RCP
WAR. 1 -APR. 15 TALL FESCUE 300 - Ibs /ac OR 7 -lbs /1000 -sf 94 fi BtO 1.0• 904.1'
u V /
APR. 15- JUL.30 HULLED COMMON 30- Ibs /oc. OR i - ib /1000-sf.
BE.RMUDAGRASS
JUL. 15 --AUG 15 TALL FESCUE AND 300 - Ibs /ac. OR 7 -lbs1 i OOO-sf S EE D B E D PREPARATION N 0 TE S " _ � _ BROWNTOP MILLET or 35- JDs /ac. OR 7 /8 -lb /1000 -sf. SORGHUM SUDAN HYBRIDS 30- tbs/ac. OR 3 /4 -lb /1000 -sf 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. fF__
- CREyT j�
2 AREAS TO BE SEEDED SHALL BE RIPPED & SPREAD WITH AVAILABLE TOPSOIL 3' DEEP TOTAL SEEDBED
4. MULCH WITH STRAW APPLIED AT THE RATE OF 75- 100 -ibs 11000 -af. PREPARED DEPTH SHALL BE 4" TO 6" DEEP.
« HEAVILY MULCHED DURING JANUARY -MARCH PERIOD. 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT { -� EXISTING SD TO BE REMOVED
THEY WiLL NOT INTERFERE WiTH ESTABLISHMENT AND MAINTENANCE OF VEGETATION SURFACE FOR EXISTING SO TO REMAIN
FINAL SEEDBED PREPARATION, AT FiNiSH GRADES SHOWN, SHALL BE REASONABLY SMOOTH & UNIFORM. - ` PROPOSED SD
SLOPES GREATER THAN 3:7 - 2:1 SLOPES 4. IF ibk SOIL TEST IS TAKEN, FERTILIZER & LIME TO BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE
iN ADDITIONS, PROVIDE 15- Ibs 11000 -9f. OF SUPERPHOSPHATE- CB W /INLET PROTECTION
1 APPLY AGRICULTURAL LIME AT THE RATE OF 90 -lbs /1000 -sf. 5. IF SOIL TEST IS TAKEN, PROVIDE LIME & FERTILIZER ACCORDING TO SOIL TEST REPORT
2. APPLY 10 -10 -10 COMMERCIAL FERTILIZER AT THE RATE OF 20- Ibs 11000 -sf 6. LIME & FERTILIZER SHALL BE APPLIED UNIFORMLY & MIXED WITH THE SOIL DURING SEEDBED SO MH
3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES PREPARATION.
•x b,
DATE TYPE PLANTING RATE GRADED SLOPES AND FILLS THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO x 1 GRAVEL CONSTRUCTION ENTRANCE
GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
MAR. -JUNE 1 SERtCEA LESPEDEZA 50- tbs /ac. OR 1 -112 -Ibs /1000 -sf EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL WITHIN
(SCARIFIED) " 30 WORKING DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED RIP RAP EXISTING M,"ITOUR
MAR. -APRIL t gQQ TALL FESCUE Q[ 150 - Ibs /ac OR 3- 112-ib911000 -s1. WITH GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. rCTltw
MAR. -JUNE i ADO WEEPING LOVEGRASS 5- Ibs /ac. OR 1/8 -Ibs /1000 -sf. i'ROPOSFG PfTOUR
GROUND COVER WHENEVER LAND- DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING FINISHED FLOOR ELEVATION
JUNE -SEPT. 1 .«. TALL FESCUE ANQ 60- Ibs /oc. OR 1 -112 -Ibs 11000 -sf. MORE THAN ONE ACRE, A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR
BROWN TOP MULLET .QR_ 35- lbs /ac. OR 7 /8- IDs /1000 -sf OTHERWISE PROVIDED WITHIN 30 WORKING DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER TEMPORARY ROCK CHECK DAM
SORGHUM SUDAN HYBRIDS 30- Ibs /ac, OR 3 14 -ibs 11000 -9f. ACTIVE CONSTRUCTION iS NOT BEING UNDERTAKEN, PROVIDED THAT THIS SUBSECTION SHALL NOT SILT FENCE
APPLY TO CLEARED LAND FORMING THE BASIN OF A RESERVOIR LATER TO BE INUNDATED.
SEPT. -MAR. i SERICEA LESPEDEZA 70- Ibs /ac. OR 1 -314 -Ibs 11000 -sf. . ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON FIELD CONDITIONS.
TALL FESCUE . MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN TWO DAYS AFTER MULCH IS SPREAD.
RETAINING WALL
TALL FESCUE 150 -ibs ac. OR 3 -1/2 -Ibs /1000 -sf.
MILLET OR SUDAN 20- ibs %ac OR 112- Ibs /t000 -3f TOP OF RETAINING WALL - •EVATtON
s «« TEMPORARY- RESEED SEPTEMBER 1 AT RECOMMENDED RATES.
4. MULCH WITH 3" STRAW APPLIED AT THE RATE OF 50 -90 -Ibs /1000 -9f. AND ANCHOR WITH
ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14 -28 GAL,/1000 -sf.OR 800 -1200 GAL,/cc. >FOT ELEVATION
HANDICAP PARKIiVG SPACE
PER A04 REQUIREMENTS
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30UNDARY ii LIMIT OF Df5%UR5EG AIZ•A SHOWN,
CONSTRUCTION SE UENCE
GENERAL DEVELOPMENT NOTES
1 PERMITS TO BE OBTAINED BY G, i -
1. ALL WORK SHALL BE DONE IN ACCORDANCE WiTH LOCAL & STATE
<' PRE - CONSTRUCTION MEETING TO BE ARRANGED WITH LOCAL INSPECTORS
w
TO DISCUSS CONSTRUCTION SEQUENCE, METHODS, ETC.
2. THE GENERAL CONTRACTOR SHALL BE FAMILIAR WITH REQUIREMENTS OF
3. PERIMETER EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO
THE LOCAL AUTHORITY, HAVE ALL APPLICABLE PERMITS IN HAND PRIOR TO
CLEARING AND GRUBBING.
CONSTRUCTION, AND BE RESPONSIBLE FOR PROVIDING WORK AND
4. DIRECTLY FOLLOWING INSTALLATION OF PERIMETER EROSION CONTROL,
STRUCTURES IN ACCORDANCE WITH LOCAL REQUIREMENTS.
3. THE G.C. SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK
24' CROSS DRAIN TO BE INSTALLED FOR DIVERSION OF OFF -SITE DRAINAGE,
BY ALL DISCiPUNES.
PER PLANS.
5. CLEAR, GRADE & GRUB REMAINDER OF SITE, INSTALLING REMAINDER
4 THE G.C. SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL LOCATIONS
LA
AND ELEVATIONS OF EXISTING UTILITIES, AND SHALL BRING ANY CONFLICTS
6. STABILIZE py �T
ON ANY SECTION O✓M HE �N
, THE
OF DRAT OPERATIONS 06
THS1 PLAN SHALL BE RM IN CONJUNCTION WITH ALL PLANS PROVIDED
FOR OR MORE.
BY THE ARCHITECT iNCLUOING MECHANICAL ELECTRFCAL & PLUMBING ANY
CONSTITUTE PART OF THE ACTNfTY, LINLESS THE AORRCW/
o
•,.••RZH LANDFILL RECUTAT€D BY THE DMSTON OF SOLID WASTE WANAGEMEM. IF THE
�` •• «•• «« «••.� //y �i LAND DISTURBING ACTMTY AND THE fill 90RROW/WASTE ACTMTY ARE NOT
w
�-.• 4• ss�� «'• 0 ��i CONDUCTED BY THE SAME FOWCLALLY RESPONSIBLE PARTY, THEY SHALL BE
a
q� ; CONi
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12927 BURNELL ASSOCIATES
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N 1300 E. Fourth St, Ste. 302
''.t..��M +•` Charlotte, N.C. 28204-2231
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GENERAL NOTES:
1
FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32' IN WIDTH AND
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2.
WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN
FOR A PERIOD OF MORE THAN 30 DAYS.
NOTES:
3,
STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE
1.
A STABILIZED ENTRANCE PAD OF WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
SELF- FASTENER ANGLE STEEL TYPE.
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SiTE ONTO A PUBLIC STREET.
4.
WOOD POSTS SHALL BE 6 TO 7 FEET iN HEIGHT AND 3 TO 4
2,
FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
INCHES IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #9 ORE STAPLES 1­11r LONG.
3.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
5.
WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
IS USED ADJACENT TO A CHANNEL, CREEK OR POND.
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
6.
TURN SILT FENCE UP SLOPE AT ENDS.
4.
ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY
7
FABRIC USED WITH WIRE MESH MAY USE 8' CENTERED POTS.
5
WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE iN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASiN
MAINTENANCE
NOTES: i. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER
6
SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED.
EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY
REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BE,_OME INEFFECTIVE PRIOR TO THE END
STABILIZED CONSTRUCTION ENTRANCE
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY
MUST BE REMOVED WHEN DEPOSITS REACH APPROX. HALF THE HEIGHT OF
THE BARRIER, ANY SEDIMENT DEPOSITS REMAINING IN PLACE PRIOR TO THE
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS
STEEL OR WOOD POST
FILTER FABRIC
w
EROSION SIDE
LZ o9�
5�
w
I
ANCHOR SKIRT 6" MINIMUM
IN LIEU OF BURYING SKIRT, 6" OF
#5 WASHED STONE MAY BE USED
OVER TURNDOWN.
STEEL OR WOOD POST
w fFILTER FABRIC
EROSION SIDE
all
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� ANCHOR SKIRT 6" MINIMUM
7i �// ��_ REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE.
PREPARED AND SEEDED
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SEEDING SPECIFICATIONS ' 1N FrFlb)
'` --` - --_.__ � I I (BASIN WALLS TO BE A MIN. 12" THK
_ I I TO WITHIN 10' OF SURFACE AND /OR
3:1 SLOPES OR FLATTER _ -- I I TO COMPLY WITH LOCAL STD'
1. APPLY AGRICULTURAL LIME AT THE RATE OF 90 -Ibs /1000 -sf (1
2. APPLY 10 -10 -10 COMMERCIAL FERTILIZER AT THE RATE OF 20 -Ibs /1000 -sf. �' l
3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES: _ " AR K Ay
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DATE TYPE PLANTING RATE Mrs \n't� ODLAKE AUG.15 -NOV 1 TALL FESCUE 300 - Ibs /ac. OR 7 -ibs /1000 -sf. 4 P'rI ` `� I i
NOV 1 -WAR, I* TALL FESCUE AND 300- Iil OR 7 -lbs /1000 -sf. 1 r\62 CIS N I I
ABRUZZI RYE 25- Ibs /ac. OR 1 12 -Ib /1000 -sf.
B 12� OIIS FLOW SEX 24" RCP
WAR. 1 -APR. 15 TALL FESCUE 300 - Ibs /ac OR 7 -lbs /1000 -sf 94 fi BtO 1.0• 904.1'
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APR. 15- JUL.30 HULLED COMMON 30- Ibs /oc. OR i - ib /1000-sf.
BE.RMUDAGRASS
JUL. 15 --AUG 15 TALL FESCUE AND 300 - Ibs /ac. OR 7 -lbs1 i OOO-sf S EE D B E D PREPARATION N 0 TE S " _ � _ BROWNTOP MILLET or 35- JDs /ac. OR 7 /8 -lb /1000 -sf. SORGHUM SUDAN HYBRIDS 30- tbs/ac. OR 3 /4 -lb /1000 -sf 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. fF__
- CREyT j�
2 AREAS TO BE SEEDED SHALL BE RIPPED & SPREAD WITH AVAILABLE TOPSOIL 3' DEEP TOTAL SEEDBED
4. MULCH WITH STRAW APPLIED AT THE RATE OF 75- 100 -ibs 11000 -af. PREPARED DEPTH SHALL BE 4" TO 6" DEEP.
« HEAVILY MULCHED DURING JANUARY -MARCH PERIOD. 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT { -� EXISTING SD TO BE REMOVED
THEY WiLL NOT INTERFERE WiTH ESTABLISHMENT AND MAINTENANCE OF VEGETATION SURFACE FOR EXISTING SO TO REMAIN
FINAL SEEDBED PREPARATION, AT FiNiSH GRADES SHOWN, SHALL BE REASONABLY SMOOTH & UNIFORM. - ` PROPOSED SD
SLOPES GREATER THAN 3:7 - 2:1 SLOPES 4. IF ibk SOIL TEST IS TAKEN, FERTILIZER & LIME TO BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE
iN ADDITIONS, PROVIDE 15- Ibs 11000 -9f. OF SUPERPHOSPHATE- CB W /INLET PROTECTION
1 APPLY AGRICULTURAL LIME AT THE RATE OF 90 -lbs /1000 -sf. 5. IF SOIL TEST IS TAKEN, PROVIDE LIME & FERTILIZER ACCORDING TO SOIL TEST REPORT
2. APPLY 10 -10 -10 COMMERCIAL FERTILIZER AT THE RATE OF 20- Ibs 11000 -sf 6. LIME & FERTILIZER SHALL BE APPLIED UNIFORMLY & MIXED WITH THE SOIL DURING SEEDBED SO MH
3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES PREPARATION.
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DATE TYPE PLANTING RATE GRADED SLOPES AND FILLS THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO x 1 GRAVEL CONSTRUCTION ENTRANCE
GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
MAR. -JUNE 1 SERtCEA LESPEDEZA 50- tbs /ac. OR 1 -112 -Ibs /1000 -sf EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL WITHIN
(SCARIFIED) " 30 WORKING DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED RIP RAP EXISTING M,"ITOUR
MAR. -APRIL t gQQ TALL FESCUE Q[ 150 - Ibs /ac OR 3- 112-ib911000 -s1. WITH GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. rCTltw
MAR. -JUNE i ADO WEEPING LOVEGRASS 5- Ibs /ac. OR 1/8 -Ibs /1000 -sf. i'ROPOSFG PfTOUR
GROUND COVER WHENEVER LAND- DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING FINISHED FLOOR ELEVATION
JUNE -SEPT. 1 .«. TALL FESCUE ANQ 60- Ibs /oc. OR 1 -112 -Ibs 11000 -sf. MORE THAN ONE ACRE, A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR
BROWN TOP MULLET .QR_ 35- lbs /ac. OR 7 /8- IDs /1000 -sf OTHERWISE PROVIDED WITHIN 30 WORKING DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER TEMPORARY ROCK CHECK DAM
SORGHUM SUDAN HYBRIDS 30- Ibs /ac, OR 3 14 -ibs 11000 -9f. ACTIVE CONSTRUCTION iS NOT BEING UNDERTAKEN, PROVIDED THAT THIS SUBSECTION SHALL NOT SILT FENCE
APPLY TO CLEARED LAND FORMING THE BASIN OF A RESERVOIR LATER TO BE INUNDATED.
SEPT. -MAR. i SERICEA LESPEDEZA 70- Ibs /ac. OR 1 -314 -Ibs 11000 -sf. . ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON FIELD CONDITIONS.
TALL FESCUE . MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN TWO DAYS AFTER MULCH IS SPREAD.
RETAINING WALL
TALL FESCUE 150 -ibs ac. OR 3 -1/2 -Ibs /1000 -sf.
MILLET OR SUDAN 20- ibs %ac OR 112- Ibs /t000 -3f TOP OF RETAINING WALL - •EVATtON
s «« TEMPORARY- RESEED SEPTEMBER 1 AT RECOMMENDED RATES.
4. MULCH WITH 3" STRAW APPLIED AT THE RATE OF 50 -90 -Ibs /1000 -9f. AND ANCHOR WITH
ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14 -28 GAL,/1000 -sf.OR 800 -1200 GAL,/cc. >FOT ELEVATION
HANDICAP PARKIiVG SPACE
PER A04 REQUIREMENTS
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30UNDARY ii LIMIT OF Df5%UR5EG AIZ•A SHOWN,
CONSTRUCTION SE UENCE
GENERAL DEVELOPMENT NOTES
1 PERMITS TO BE OBTAINED BY G, i -
1. ALL WORK SHALL BE DONE IN ACCORDANCE WiTH LOCAL & STATE
<' PRE - CONSTRUCTION MEETING TO BE ARRANGED WITH LOCAL INSPECTORS
CODES.
TO DISCUSS CONSTRUCTION SEQUENCE, METHODS, ETC.
2. THE GENERAL CONTRACTOR SHALL BE FAMILIAR WITH REQUIREMENTS OF
3. PERIMETER EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO
THE LOCAL AUTHORITY, HAVE ALL APPLICABLE PERMITS IN HAND PRIOR TO
CLEARING AND GRUBBING.
CONSTRUCTION, AND BE RESPONSIBLE FOR PROVIDING WORK AND
4. DIRECTLY FOLLOWING INSTALLATION OF PERIMETER EROSION CONTROL,
STRUCTURES IN ACCORDANCE WITH LOCAL REQUIREMENTS.
3. THE G.C. SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK
24' CROSS DRAIN TO BE INSTALLED FOR DIVERSION OF OFF -SITE DRAINAGE,
BY ALL DISCiPUNES.
PER PLANS.
5. CLEAR, GRADE & GRUB REMAINDER OF SITE, INSTALLING REMAINDER
4 THE G.C. SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL LOCATIONS
OF STORM DRAINAGE AND EEROSION CONTROL A.S.A.P.
AND ELEVATIONS OF EXISTING UTILITIES, AND SHALL BRING ANY CONFLICTS
6. STABILIZE py �T
ON ANY SECTION O✓M HE �N
, THE
OF DRAT OPERATIONS 06
THS1 PLAN SHALL BE RM IN CONJUNCTION WITH ALL PLANS PROVIDED
FOR OR MORE.
BY THE ARCHITECT iNCLUOING MECHANICAL ELECTRFCAL & PLUMBING ANY
CONFLICTS BETWEEN DES" PLANS SHALL BE BROUGHT TO THE 1MAIEDUTE
11/13/96
ATTENTION OF THE ARCHITECT.
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6 BASE SHEET INCLUDING LAYOUT, AND ALL EXISTING CONDITIONS WERE
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PROVIDED BY THE ARCHITECT, THE GENERAL CONTRACTOR SHALT BE
H
RESPONSIBLE FOR HELD VERIFYING ACTUAL FIELD CONDITIONS PRIOR TO
HC /ENTRY
ANY CONSTRUCTION.
V1
7. TYPICAL PAVEMENT MAKEUP TO BE 6" CABC OVER SUBGRADE
HC /ENTRY
COMPACTED TO IOOT MAXIMUM DRY DENSITY AS DETERMINED BY THE STD,
SITE LAYOUT
PROCTOR TEST, WITH A MINIMUM OF 1 -112" OF 1 -2 BITUMINOUS SURFACE
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COURSE. ALL IN ACCORDANCE WM4 LOCAL DOT SPEOF1CATICNYS. IF MORE
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STRINGENT LOCAL REQUIREMENTS EXIST, THOSE SHALL BE FOLLOWED.
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8. IF' 174E SAME PERSON CQNDUll THE LAID -D IM110I IG ACMM AND ANY
REVIEW
RELATED BORROW OR l i ACT%i THAT SORROW/111i ACTMTY SHALL
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CONSTITUTE PART OF THE ACTNfTY, LINLESS THE AORRCW/
• �t� IiIii ACTMTY iS REGU ATM UNDER THE MINING ACT OF 1971, OR IS A
CARp� �.,
•,.••RZH LANDFILL RECUTAT€D BY THE DMSTON OF SOLID WASTE WANAGEMEM. IF THE
�` •• «•• «« «••.� //y �i LAND DISTURBING ACTMTY AND THE fill 90RROW/WASTE ACTMTY ARE NOT
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�-.• 4• ss�� «'• 0 ��i CONDUCTED BY THE SAME FOWCLALLY RESPONSIBLE PARTY, THEY SHALL BE
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's 4 •��'GI ME��'•«' cnr� & Structural sneers Pb.j(704)M -9=
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N 1300 E. Fourth St, Ste. 302
''.t..��M +•` Charlotte, N.C. 28204-2231
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DATE
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DRAWN BY
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CHECKED BY
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REVISIONS
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1. 1/2/97 PER
HC /ENTRY
REQ'MTS
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2. 1/%1/97 PER
HC /ENTRY
REQ'MTS &
SITE LAYOUT
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REVIEW
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DATE
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DRAWN BY
BAM
CHECKED BY
TOB
REVISIONS
1. 1/2/97 PER
HC /ENTRY
REQ'MTS
2. 1/%1/97 PER
HC /ENTRY
REQ'MTS &
SITE LAYOUT
CHANGES.
3. 4 -3 -9'7 P(;Q
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REVIEW
GRADING,
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& EROSION
CONTROL
PLAN
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