59658_TOWN OF RIVER BEND_20120208

r
7 CAMA / ❑ DREDGE & FILL '+ C
WGENERAL
PERMIT Previous permit#
ONew ❑Modification ❑Complete Reissue ❑Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
❑ Rules attached.
Applicant Name ?:-a„ j Project Location: County
Address
City___ State
Phone # ( _ ) Fax # ( )
Authorized Agent
El CW ❑ EW ❑ PTA
Affected
❑ OEA ❑ HHF ❑ IH
AEC(s):
❑ PWS: ❑ FC:
ORW:
yes / no PNA yes / no
ZIP
❑ ES El PTS
❑ UBA ❑ N/A
Crit.Hab. yes / no
Street Address/ State Road/ Lot #(s)
Subdivision
City ZIP
Phone # ( ) River Basin
Adj. Wtr. Body (nat /man /unkn}
Closest Maj. Wtr. Body
Type of Project/ Activity
r (Scale:
Pier (dock) length
Platform(s)
Finger pier(s)
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bull/dy
Other
Lx
I.
A
I
i
1
'
-
_
i
�i.
C,L-
-
7�
,
-
—
—
--
-
__
r
Shoreline Length f
SAV: not sure yes no
Sandbags: not sure yes no -
Moratorium: n/a yes no
Photos: yes no
Waiver Attached: yes n 91 1 1
r
A building permit may be required by: }� i 'i " �K] See note on back regarding River Basin rules.
Notes/ Special Conditions
Agent or Applicant Printed Name
Signature ** Please read compliance statement on back of permit" r
Permit Officer's Signature
Issuing Date Expiration Date
Application Fee(s)
Check # Local Plan ningJurisdiction
Rover File Name

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar - Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Raleigh Office
Morehead City Headquarters
Mailing Address:
400 Commerce Ave
1638 Mail Service Center
Morehead City, NC 28557
Raleigh, NC 27699-1638
252-808-2808/ 1-888-4RCOAST
Location:
Fax: [phone]
2728 Capital Blvd.
(Serves: Carteret, Craven, Onslow -above
Raleigh, NC 27604
New River Inlet- and Pamlico Counties)
919-733-2293
Fax:[phone]
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 08/09/06

Yr�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
Date January18, 2012
Name of Property Owner Applying for Permit:
_Town of River Bend
Mailing Address:
45 Shoreline Drive
^New, Bern,NC_ 28562
I certify that I have authorized (agent) Avolis En inee ing. P.A. to act on m
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to V
install or construct(activity) Waterfront Access Facilities
at (my property located at) _Gull Pointe, Town of River Bend. NC
-, Vv x.s '
This certification is valid thru (date) Decemberer 31, 2012
Z
John Kirkland, Mayor - Town of River Bend 7 , L
Owner Signature
Date
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastaimanagement.net
An Equal Opportunity \ Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper

Dom SIP-1
APPLICAflON for
Major Development permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicantl Landowner Information
Business Name
Town Of River Bend
Project Name (if applicable)
Waterfront Access Facilities
Applicant 1: First Name
John
MI
Last Name
Kirkland, Mayor
Applicant 2: First Name
MI
Last Nam6
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
45 Shoreline Drive
PO Box
City
New Bern
State
NC
ZIP
28562
Country
Craven
Phone No.
252 - 638 - 3870 ext.
FAX No.
252 — 638 - 2580
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
,2. Agen't(Contractor Information
Business Name
Avolis Engineering, P.A.
Agent/ Contractor 1: First Name
MI
Last Name
Kevin
Avolis
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
15564
New Bern
NC
ZIP
Phone No. 1
Phone No. 2
28561
252 - 633 - 0068
ext.
ext.
FAX No.
Contractor #
252 633 6507
Street Address (if different from above)
City
State
ZIP
5405 Morton Road
New Bern
NC
28562-
Email
[e-mail]
<Form continues on backer
252-808-2808 .- 1-888-41RCOAST .., vvvyAr. ncco,39ta I nian age rne tit. n -- t

AVOLIS ENGINEERING, P.A.
P.O. Box 15564 - New Bern, North Carolina 28561 • Office: 252.633.0068
January24, 2012
Mr. Brad Connell
Coastal Management Field Representative
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
RE: Waterfront Access Facilities Gull Pointe,
Town of River Bend, Craven County, North Carolina
AE Project No. 10052
Dear Brad:
Enclosed please find our preliminary application package for the above -referenced project consisting of the
following:
• Project Plans (One Copy)
• CAMA Application with Narrative (One Copv)
• Property Deeds (One Copy)
• Certified Mail Green Cards (One Copy)
• $400 Permit Fee
• Authorized Agent Form
It is requested that you review the attached package and provide any comments. Once it is deemed
acceptable, we will submit the appropriate number of copies and executed documents.
We appreciate your assistance. Should you have any questions, please do not hesitate to call.
Sincerely,
n%4'lis, P.E.
-President
cc: Town of River Bend
CEC I y'; D
1?CL-11-A`Eff) CITY

AVOLIS ENGINEERING. P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • Office: 252.633.0068
CERTIFIED MAIL #7011 2970 0002 61771229
January 24, 2012
Mr. CH Pope, Jr.
262 Shoreline Drive
New Bern, NC 28562
RE: CAMA Permit
Waterfront Access Facilities — Town of River Bend
AE Project No. 10052
Dear Sir/Madam:
Enclosed please find one copy of the project plans and CAMA Permit application associated with the
proposed Waterfront Access Facilities to be constructed at the property located on Gull Pointe, adjacent to
your property.
You are a riparian property owner on one side of this project. As such, the Town of River Bend is required
to notify you of the proposed permit application and proposed activity. You should direct any comments or
concerns relating to this project within a 30-day period to Mr. Brad Connell of the NC Division of Coastal
Management. Mr. Connell's contact information is as follows:
Mr. Brad Connell, Coastal Management Field Representative
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
[phone]
Additionally, if I can answer any questions relating to this project, please do not hesitate to call.
Sincerely,
vin volis, P.E.
ice -Pr ident

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■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1, Article Addressed to:
A. Signature
X ❑ Agent
❑ Addressee
B. Received by (Printed Name) C. Date of Delivery
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
certified Mail ❑ Express Mail
❑ Registered Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2, Article Number 7011 2970 0002 6177 1229
(Transfer from service labeq
PS Form 3811, February 2004 Domestic Return Receipt
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102595-02-M-1540

AVOLIS ENGINEERING P.A.
P.O. Box 15564 • New Beni, North Carolina 28561 • Office: 252.633.0068
CERTIFIED MAIL #7011 2970 0002 61771205
January 24, 2012
Mr. David Royster
107 Sandpiper Court
New Bern, NC 28562
RE: CAMA Permit
Waterfront Access Facilities — Town of River Bend
AE Project No. 10052
Dear Sir/Madam:
Enclosed please find one copy of the project plans and CAMA Permit application associated with the
proposed Waterfront Access Facilities to be constructed at the property located on Gull Pointe, adjacent to
your property.
You are a riparian property owner on one side of this project. As such, the Town of River Bend is required
to notify you of the proposed permit application and proposed activity. You should direct any comments or
concerns relating to this project within a 30-day period to Mr, Brad Connell of the NC Division of Coastal
Management. Mr. Connell's contact information is as follows:
Mr. Brad Connell, Coastal Management Field Representative
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
[phone]
Additionally, if I can answer any questions relating to this project, please do not hesitate to call.
Sincerely,
Svin Avolis, P.E.
Vi -President

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so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1, Article Addressed to:
t�r1 0 C
2-
A. Signature
❑ Agent
El Addressee '
B. Received by (Printed Name) C. Date of Delivery
D. Is delivery address different from Item 1? ❑ Yes
If YES, enter delivery address below: Cl No
3. Service Type
EPCertified Mail ❑ Express Mail
❑ Registered paxleturn Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 7011 2970 0002 6177 1205
(Transfer from service labeg _
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540
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Expected Delivery Date: January 28, 2012
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NC 28562.
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• Arrival at Unit, January 28, 2012, 10:06 am, NEW BERN, NC 28562
• Dispatched to Sort Facility, January 27, 2012, 4:44 pm, NEW BERN, NC 28562
• Acceptance, January 27, 2012, 1:06 pm, NEW BERN, NC 28562
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Label/Receipt Number: 7011 2970 0002 6177 1205
Expected Delivery Date: January 28, 2012
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Your item was delivered at 2:31 pm on January 28, 2012 in NEW BERN,
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Detailed Results:
• Delivered, January 28, 2012, 2:31 pm, NEW BERN, NC 28562
• Arrival at Unit, January 28, 2012, 10:06 am, NEW BERN, NC 28562
• Dispatched to Sort Facility, January 27, 2012, 4:44 pm, NEW BERN, NC 28562
• Acceptance, January 27, 2012, 1:06 pm, NEW BERN, NC 28562
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North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Beverly Eaves Perdue, Governor
Linda A. Carlisle, Secretary
Jeffrey J. Crow, Deputy Secretary
February 3, 2012
Kevin Avolis
Avolis Engineering, PA
PO Box 15564
New Bern, NC 28561
Office of Archives and History
Division of Historical Resources
David Brook, Director
Re: Waterfront Access Facilities, Gull Pointe, Town of River Bend, AE 10052, Craven County,
ER 12-0128
Dear Mr. Avolis:
Thank you for your email of January 26, 2012, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579. In all future
communication concerning this project, please cite the above -referenced tracking number.
Sincerely,
Ramona M. Bartos
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

s
AVOLIS ENGINEERING, P.A.
PO BOX 15564
5405 MORTON RD
NEW BERN, NC 28561
252-633-0068
First Citizens
Bank
www.firstaUzens.00m
66-30-531
1/31/2012
q� ORDER OFE NCDENR -COASTAL MANAGEMENT s **400.00
} Four Hundred and
NCDENR-COASTAL MANAGEMENT
MEMO ! I AUTHORIZED SIGNATURE
WATERFRONT ACCESS FACILITIES, RIVER BEN � �-,✓ 1. _� ._.--
it'❑1430SO i:0S3L003001:00LL12439279n'
DOLLARS r
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8

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
BUFFER AUTHORIZATION CERTIFICATE
FOR PIER AND DOCKING FACILITIES ACCESS WAY
A riparian buffer authorization is required for pier and docking facilities access ways through the Tar -Pamlico &
Neuse River Riparian buffer per Division of Water Quality (DWQ) regulations 15A NCAC 02B.0233 & .0259.
The Division of Coastal Management (DCM), through a Memorandum of Understanding with the Division of
Water Quality (DWQ) has reviewed your project proposal, determined that the project as proposed complies
with the aforementioned regulations, and made a "no practical alternatives" determination per those
regulations.
Those activities covered by your Coastal Area Management Act (CAMA) permit have received Buffer
Authorization as long as the project is constructed in a manner that continues to meet all of the conditions
listed below. Failure to comply with this Buffer Authorization shall subject the property owner & the party
(contractor) performing the construction Wor land clearing to a civil penalty of up to $25,000 per day per
violation.
1. Crossing is Perpendicular: Pier and docking facility access way must cross the 50 ft. riparian buffer
perpendicularly (which is defined as between 75 and 105 degrees) unless otherwise approved by DCM.
The alignment shall minimize the removal of woody vegetation to the greatest extent practicable.
2. Pervious Materials: All reasonable measures shall be taken to ensure the access way is made of
pervious materials like open -slatted wood or composite, mulch, or grass to meet the intent of the rules
to the maximum extent practicable.
3. Access Width: The width of the pier or docking facility access way shall be limited to six (6) feet.
4. Project Drawing: The drawing on the CAMA General Permit is considered the project drawing of your
property indicating the relative location of the pier or docking facility and any requested access way.
This drawing will be used to aid in compliance and monitoring efforts.
By your signature below you agree to be held responsible for meeting all of the conditions listed above a d
verify that all information provided is complete and accurate.
LIc l�. r
�_= r
/ gent'or Applicant Printe Name Permit Office s Signature
;Age�►t or Applicant Signature Issue bate/
CAMA GENERAL PERMIT #:
Washington Office Morehead City Office
943 Washington Square Mail 400 Commerce Avenue
Washington, NC 27889 Morehead City, NC 28557
Phone [phone] Phone [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
Version 5, 09/2009

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BEN
SHEET INDEX l
CS COVER SHEET
C 1 OVERALL SITE PLAN
C2 ENLARGED SITE PLAN
C3 DOCK PLAN, SECTIONS & DETAILS
C4 DOCK SECTIONS & DETAILS
C5 DETAILS
NOTE:
SECTION 401 & 404 WETLANDS ARE LOCATED
WITHIN THE PROJECT LIMITS, AS SHOWN. THESE
AREAS SHALL NOT BE DISTURBED IN ANY MANNER
WITHOUT PRIOR WRITTEN APPROVAL OF THE US
ARMY CORPS OF ENGINEERS AND THE NC DIVISION
OF WATER QUALITY.
NTE
NORTH
CAROLtNA
LEGEND
EXISTING
EOP
EDGE OF PAVEMENT
— —OHE—
— OVERHEAD UTILITY LINE
— — —D— — —
DRAINAGE PIPE
SILT FENCE
-----6----
CONTOUR
DIRECTION OF FLOW
x 5.6
EXISTING SPOT ELEVATION
NEW SPOT ELEVATION
co' LP
UTILITY POLE (LIGHT POLE)
TBM WITH ELEVATION
0
SURVEY CONTROL POINT
TREE LINE
STREET SIGNS
i
SPECIMEN TREES TO REMAIN
(SPECIES AS INDICATED)
ASPHALT
CONCRETE
GRAVEL
y
WETLANDS
ABBREVIATIONS
APPROX.
APPROXIMATE
MAG
MAG NAIL
SF
SQUARE FOOT
LF
LINEAR FOOT
FO
UNDERGROUND FIBER-OPTIC
CIF
CUBIC FOOT
TBM
TEMPORARY BENCHMARK
EX
EXISTING
RCP
REINFORCED CONCRETE PIPE
R/W
RIGHT-OF-WAY
NWL
NORMAL WATER LEVEL
INV
INVERT
C/L
CENTERLINE
NEW
SLT
6-
6.5' +
0
1 1RELEASE FOR PERMITS IJKA 112/30/11
NO. fDESCRIPTION BY
Revisions
GENERAL CONS-IRU' ',1IQQ ' 'COTES:
1. THE LOCATIONS SHd :•; G�UI'!�IERGROUND AND ABOVE -GROUND UTILITIES ARE
APPROXIMATE. THE COIF _Rr'';TOR SHALL BE RESPONSIBLE TO LOCATE ALL U11LITIES IN THE
AREA OF WORN AND 71 ',;^'r7T THEM DURING THE COURSE OF CONSTRUCTION.
2. THE CONTRACTOR I:�-.':_aFONSiBLE FOR PROVIDING SAFETY SIGNAGE, TRAFFIC SIGNAGE,
LIGHTED BARRICADES, FI G - IEN, AND ANY OTHER MEASURE DEEMED NECESSARY TO ENSURE
THE SAFE AND EFFICIEN' MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION.
3. EROSION AND SEDNf_NTA i1G1N CONTROL DEVICES SHALL BE REMOVED ONLY AFTER A
SATISFACTORY VEGETilI VE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE
PROJECT ENGINEER.
4. THE CONTRACTOR SI C'11 BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE
WORK AREA PRIOR TO i`EGINNING WORK IN ORDER TO DOCUMENT THE CONDITION OF THE
WORK AREA. THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ALL WORK AREAS PRIOR
TO BEGINNING WORK. /"NY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT
DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO REPL.,,':E/REPAIR.
5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING.
THE PROJECT ENGINEER WILL PROVIDE SITE BENCHMARKS FOR THE CONTRACTOR'S USE.
6. THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF
DISTURBANCE SHOWN. FHE CONTRACTOR SHALL NOT BE PERMITTED TO WORK OUTSIDE THE
LIMITS OF DISTURBANCE WITHOUT THE EXPRESS PERMISSION OF THE PROJECT ENGINEER AND
THE INDIVIDUAL PROPERTY OWNER.
7. ALL IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW
PIT FACILITY.
GENERAL WORK I Iv,
1. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT
VEGETATION PLAN AS ADICATED ON DETAIL G, SHEET C5.
SPECIFIC WORK 117;_MS
1O CONCRETE APRON, ::EE DETAIL. A, SHEET C5.
O2 CONCRETE SIDE ALK, :SEE DETAIL B, SHEET C5.
0 HANDICAP PARKING SIGNAGE, SEE DETAIL C, SHEET C5.
® PAVEMFNT STRIPihIG. SEE DETAIL D, SHEET C5.
05 CONCRLFE WHEELSFOP, SEE DETAIL E, SHEET C5.
© SILT FENCE, SEE DETAIL F, SHEET C5.
SPECIAL SEEDING .�Im
CUT & FILL SLOP=S 3:1 OF' FLATTER WILL, WITHIN 7 CALENDAR
DAYS OF COMPL E I II?�d OF �-rNY PHASE OF GRADING, BE PLANTED AND
PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES, OR STRL!C-LURES SUFFICIENT TO RESTRAIN EROSION.
ADDI TlONALLY, W:I'HIN 7 DAYS, SLOPES STEEPER THAN 3:1 SHALL
BE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
AND SHALL BE PLANTED.
SITE DATA:
OWNER/DEVELOPER: TOW;, OF RIVER BEND
45 SHORELINE DRIVE
NEW BERN, NC 2.8562
(252) 638--3870
OVERALL SITE AREA: 11.11 ACRES
TAX PAR' !..'!;• 8.201-7-013 & 8-20' -0Z3
SITE i 1NrNG: R-21'
THE ENTIRE SITE IS LOCO ED IN A SI�E ,;AL FLOOD HAZARD AREA, ZONE "AE" (BASE FLOOD ELEVATION=8),
AS SHOWN ON FEMA DFIRM 372J545800J, HAVING AN EFFECTIVE DATE OF JULY 2, 2004.
DEED r.:-_r L7KE)y::L: u.6. '1'L: r, PG.
AREA ,_CALCUL _\MN_5;
OVERALL SITE AREA: 11.11 ACRES
SITE AREA WITHIN 75' A!_C = 84,622 SF (4.943 ACf, 17.49% OF TOTAL SITE)
SITE AREA IN ZONE 1 NEUSE RIFARIAN BUFFER = 34,443 SF (0.791 ACf, 7.12% OF TOTAL SITE)
SITE AREA IN ZONE 2 NEUSE RIPARIAN BUFFER = 22,543 SF (0.518 ACf, 4.66% OF TOTAL SITE)
TOTAL AREA WITHIN 50' NEUSE RIPARIAN BUFFER = 56,986 SF (1.308 ACf, 11.77% OF TOTAL SITE)
IMPERMEABLE ARE. UM!,AARY
EXISTING CONDITIONS:_
TOTAL IMPERMEABLE ANE:A ON SITE = 25,306 SF (0.581 ACf, 5.23% OF TOTAL SITE)
SITE IMPERMEABLE AREA WITHIN 75' A'-C = -0- SF (0.000 ACf, 0.00% OF TOTAL SITE)
SITE IMPERMEABLE AREA WITHIN 50' NEUSE RIPARIAN BUFFER = -0- SF (0.000 ACf, 0.00% OF TOTAL SITE)
.PROPOSED ADDITIONAL IMPEFMEAU .
SITE ADDITIVE IMPERMEABLE AREA = 1,795 SF (0.041 ACf, 0.37% OF TOTAL SITE)
SITE IMPERMEABLE AR1_A WITHIN 75' AEC = -0- SF (0.000 ACf, 0.00% OF TOTAL SITE)
SITE IMPERMEABLE ARi_A WITHIN 50' NEUSE RIPARIAN BUFFER = -0- SF (0.000 ACf, 0.00% OF TOTAL SITE)
TOTAL IMPERMEAR: ':! 02 EVE�LOPMMENTi:
TOTAL SITE IMPERMEAF"_E AREA = 27,101 SF (0.622 ACf, 5.60% OF TOTAL SITE)
SITE IMPERMEABLE AREA WITHIN 75' AEC = -0- SF (0.000 ACf, 0.00% OF TOTAL SITE)
SITE IMPERMEABLE AFEA WITHIN 50' NEUSE RIPARIAN BUFFER = -0- SF (0.000 ACf, 0.00% OF TOTAL SITE)
UTILITY SERVICES: WATER - NO WATER USE ON SITE
SEWER - NO SEWER USE ON SITE
ELECTRIC - NONE
REFUSE - TOWN OF RIVER BEND
DOCK SUMMARY:
TOTAL LENGTH OF SHORELINE ON PARCEL = 1,361 LF
TOTAL ALLOWABLE PLATFORM AREA (4SF/LF x 1,361LF) = 5,444 SF
TOTAL WALKWAY AREA PROPOSED = 439.5LF x 6' WIDE = 2,637 SF
TOTAL PLATFORM Al2EA PROPOSED = 424 SF
TOTAL DOCK SYSTEIA AREA = 3,061 SF
I
GENERAL NOTES:
1. THE RECEIVING WATER COURSE FOR THIS PROJECT IS TRENT RIVER, SURFACE WATER CLASSIFICATION
35: 54, NSW, HAVING A STREAM INDEX OF 27-101-(31).
2. SECTION 401 AND 404 WETLANDS ARE LOCATED ON THE PROJECT SITE, AS INDICATED.
3. NEUSE RIPARIAN BUFFER A EAS ARE PRESENT ON THE PROJECT SITE, AS INDICATED.
4. CAMA AEC AREAS ARE PRESENT ON THE PROJECT SITE, AS INDICATED.
DATE
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10052

1 RELEASE FOR PERMITS JKA 12 30 11
EXISTING WASTEWATER
TREATMENT FACILITYZ-
EXISTING WOODED \V � \ \
AREA, TO REMAIN EX. FENCE TO REMAIN --� �/ \1/ 1,1/ � � l I NO. DESCRIPTION I BY DATE
7 / Revisions
EX. FENCE, TO REMAIN "
x 3.66 3.55 1 ZWE:�ANDS
x 3.96
EXISTING GRAVEL x 3.74 I LIMIT OF WETLANDS
AREA, TO REMAIN
EX. GRAVEL ROAD 4.09 / _ - � � \ -
TO REMAIN REMOVE / x 4 q4 x 3.75 x 3.50 .22 / / - `3_
x 4.O EX. 12 PVC 5.37 r - _
�s 1 .49 4 I - x 2.66 - -� �% -----
4.5 4.04 4.Of 2.07 _
X.9.7 / - x �6
167 '. '�t .23�. °.:.� N 4 6 - - ---r- I `1' `1' x 1.54 � � � � �
AV
x 5.00 ° o -
• .. 4. I / LIMIT OF WETLAND? - �,-
- 4.4 x / 1
x4 84 �2 _ ':. ZEXI
/x 4.69 4.9 :..: 40oo7STING WOODED /
x\.00 i 4.5 '�• \ / 1 / // AREA, V REMAIN � 41
x 46 z / / \ / WETLANDS / / 75 CAMA AEC /
x 5.06 6 SPACES, _ �� 1 /7
2 NEW 8 DIVIDE CONCRETE WALK
5.9 -6, H
i \ �2" CUM / 50' (ZONE 2) NEUSE RIPARIAN BUFFER I/
- � PINE � ° x •47 10" GUM " i
2 NEW 5 WIDE CONCRETE WALK a a �2 GUM 2 99 /
0 �, G&TR,OL NAIL I �L L 30' $ONE 1 NEUSE RIPARIAN BUF1`ER
6' \ 8 GUM 8 MAPLE G�1M 12 GUM )
x 6 GUM / a ELEV 1.87' j .19 I
-- - - ° ` \ 2.58 5" MAPLE2.20 J� GUM ,,I" � � � � � � � � • - �%
5.5 x .
\ 8" OAK -1.84 x x -0.00
x 7.59 \ G o `� r' �\l' 4, 5.5+ 15" MALE 12" GUM1, � � � � � :� � � < � � � I \
x 7.66 "
CONTROL NAIL 6 /
ELEV=7.25' E 141eINE �, 24" MAPS. �, 8" MAPx �° f
` \ 5,. OAK 2110 6" MAPLE 81i MAPLE 8" MAFj E X- "GUM / \ ' • / \ /x I -1.75
\ 1 0.69 , i �1- �l - mil; ,i \ I 18" GUM _ \ / ,
x 7.89 \ \ \ �� q/ .I, ! 11�" f4APLE� / �, x 1.91 1 / WETLAND �� .� - -� ' ' - / l // ( 0.8
�.,
x 6" GU1�i 1� ,'1. 1 �� / x -2.20
x 8.96 - _ - - x 9 04 \ \ � 0.73 6" GUM x 0.27
x 8AV \� A ��"x ( I +5.5
\ \
� /wET\L6NDS GUM � � ���,, /�>. � `UC _ � - - �� / - 71
\ e7 9 a Oj CY \ /I x ( xx -2.51
\ \ \ \ I � l r � " -2.30
1 � 8.06 \ \ \ 8 �H1� x 0.29 � \ � _ � �_
x 0.45�_ 8" GUM /
6 o OM a y, x� a 15�`/// x -2.23
x 9.28 x 9.29 / / / \ LIMIT OF WETLANDS x a \ . c M 0.18 / \ /
t§.00 g" L 8., G�1 1 �' . _ . - '� - 1. _ L �; �, // -2.72x X 2.89/
\ L_EXISTING! x 0.35 \ . APPROX. NORMAL
WOODED /
- -- � x 8� 8 � \ \ ARE' TO REMAINI_ 1 I I, � .�, � L, � � � � � � �L- ��� \ ,I; � - . 1 ;�, � � � �/ WATER LEVEL �
\ \ / / 0.04x 24" CYPRESS x 0.
7 _I \\ \ �-CONCRETE MONUMENT / 14'�WRESS I'ZWETLAN�S///
- l ° CEV=2.54' `� 1: 1 � �ls! ! x / \ I L �.� 7\11 % -3.49 .
/ / ti / /( J
-- - - `X_' 09 < x 5.76 //f / i, l _ -_ = ,x - 1*' CYPRESS' l �, �: -, �1 1 \ x -3.OE
-_ \
_-------- / �/ "4.88 1; I ! ,� /'��x-2. 6 I ��s 10 -CYPRESS- -1 - - �2� Ix�1.5�
� � I
ti x -2.48 I r x -2.80 x -2.87 x
- , _ _ _..1 I x - .89 x -2.76 \ xJ-2.22 \p �� 18 CYPRESS f i2 �.2.59 / 1 x _ 5c -2.99
- --- % i i WETLANDS / / \ \ $ - , x - �0- _ \ x -1.�40
- - - -MIT OF WETLANDS / �7-
x -2. 5' - �- 1 ^ _ x -2.22 \
-- - �x -1.89 / / +5.5 ---2 22 1 89 x -2.45 NEW FLOATING DQC1( /
��� x 12.13 / / \\, x/ .0_) =Z - Aug 2.51 ^� \ - - X _ -2.66X -2.67 x -2. �
EXISTING WOODED / 4`
AREA, TO REMAIN x -2.08 x -1.76 / \ 1 \ t 91 x -�,1> _ - / i.43
l / I x -1.53 NEW ELEVATED WOOD WALKWAY � \ /- 5.5 �� RAMP DOWN x-2.53-x -2.63 �,?3 -3.04
VITLANDS / SEE- SH€EF-C3 FOR ENLARGED PLAN `� /
0 11 x -2.49 3.0 -2.71
--/��- 024" CYPRESS N .64 -2.39x 3.0 3.0 +3 U-2.68 x -2.65
x 15, NEW KAYAK LAUNCH
x�� 88 2.64 LAN ING
NEW ALUMINUM GANGWAY
RESIDENTIAL
PIN: 8-201-7-005-B
DAVID ROYSTER
107 SANDPIPER CT., NEW BERN, NC 28562
D.B. 2013, PG. 448
RESIDENTIAL
PIN: 8-201-7-005-A
MARGARET C. CRILLY
105 SANDPIPER CT.,
NEW BERN, NC 28562
D.B. 2751, PG. 739
rA ENLARGED SITE PLAN
C2 U SCALE 1 "=20'
GENERAL CONSTRUCTION NOTES:
1. THE LOCATIONS SHOWN OF UNDERGROUND AND ABOVE -GROUND UTILITIES ARE
APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE
AREA OF WORK AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION.
2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY SIGNAGE, TRAFFIC SIGNAGE,
LIGHTED BARRICADES, FLAG MEN, AND ANY OTHER MEASURE DEEMED NECESSARY TO ENSURE
THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION.
3. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REMOVED ONLY AFTER A
SATISFACTORY VEGETATIVE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE
PROJECT ENGINEER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE
WORK AREA PRIOR TO BEGINNING WORK IN ORDER TO DOCUMENT THE CONDITION OF THE
WORK AREA. THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ALL WORK AREAS PRIOR
TO BEGINNING WORK. ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT
DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO REPLACE/REPAIR.
5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING.
THE PROJECT ENGINEER WILL PROVIDE SITE BENCHMARKS FOR THE CONTRACTOR'S USE.
6. THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF
DISTURBANCE SHOWN. THE CONTRACTOR SHALL NOT BE PERMITTED TO WORK OUTSIDE THE
LIMITS OF DISTURBANCE WITHOUT THE EXPRESS PERMISSION OF THE PROJECT ENGINEER AND
THE INDIVIDUAL PROPERTY OWNER.
7. ALL IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW
PIT FACILITY.
GENERAL WORK ITEMS:
1. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT
VEGETATION PLAN AS INDICATED ON DETAIL G, SHEET C5.
SPECIFIC WORK ITEMS
10 CONCRETE APRON, SEE DETAIL A, SHEET C5.
0 CONCRETE SIDEWALK, SEE DETAIL B, SHEET C5.
03 HANDICAP PARKING SIGNAGE, SEE DETAIL C, SHEET C5.
® PAVEMENT STRIPING, SEE DETAIL D, SHEET C5.
05 CONCRETE WHEELSTOP, SEE DETAIL E, SHEET C5.
© SILT FENCE, SEE DETAIL F, SHEET C5.
SPECIAL SEEDING NOTE:
CUT & FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR
DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND
PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICIES„ OR S11if XRIP.ES SUFFICIENT TO RESTRAIN EROSION.
ADDITIONALLY, WITHIN 7 DAYS, SLOPES STEEPER THAN 3:1 SHALL
BE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
AND SHALL BE PLANTED.
x -1.84 \ x -1,.87 x -2.60 x -2.5 x - ..98 x -2.61 x �2 9$ -3.19 -3.31 x ��` x -3.00 -3.1
\ x -2.60 / _-
-2.64x w / - 2.96 x -3.06 x -
`32 / x -2.80 -3.01 x -3.17 (� x -3.30
APPROX. NORMAL WATER LEVEL _ x -2 8801
2.67 15 R'PAR� I ��,o TRENT RIVER
v
I AN ADJp/N fR r .�\/ 27-101-(31)
RESIDENTIAL I __ OFFS1' Lll ` _ SB, SW, NSW
PIN: 8-201-7DAVID 0R5-B \ i i RIP4RLgNADJOINf�- I /
107 SANDPIPER CT., NEW BERN, NC 28562 \ \ UNf'� / \
D.B. 2013, PG. 448
� _00 -2.91 x -3.30
x -2.42 x x -2.99
x -2.s$ x -2.96
RESIDENTIAL
PIN: 8-201-7-006-A
KEITH B. WOOTEN
108 SANDPIPER CT., NEW BERN, NC 28562
D.B. 2715, PG. 587
20 0 10 20 40
GRAPHIC SCALE: 1 " = 20'
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-I
WLANDS
Z
ZWETLANDS
l��, �. y: `
128.16'
A_
1319.29' (NOT 1 O SCALE) 4
6 WIDE ADA ACCESSIBLE
WOOD WAY/PIER
TOP OF DECK
ELEVA11ON = 515' i �-
143 08i/ A/ l
rA PLAN VIEW -DOCK
C3 C3 SCALE 1 "=10'
z
WETLANDS
41
SLOPED 2x8 TOP
SANDED FINISH
1/8" RADIUS -ALL CORNERS
TOP OF WALKWAY rik
ELEVATION = 5.5'
12" MIN. LAP @ INTERIOR JOIST
CROSS SECTION ELEVATION
NOTE:
1. A PILE LINE POSITION MAY BE SHIFTED A MAXIMUM OF ONE FOOT EITHER WAY ALONG THE WALKWAY ALIGNMENT TO AVOID
CONFLICTS WITH LARGE STUMPS OR ROOT MATTER. IF THE SPACING EXCEEDS 11', THE CONTRACTOR SHALL INSTALL AN
ADDITIONAL PILE GROUP AT A INTERMEDIATE LOCATION WHICH ELIMINATES STUMP OR ROOT CONFLICTS.
2. THE CONTRACTOR SHALL BLOCK THE WALKWAY FRAMING TO STRAIGHTEN THE ALIGNMENT ON TOP OF THE PILE SYSTEM.
SOME REALIGNMENT, BLOCKING AND SHIMMING MAY BE REQUIRED TO PROVIDE A STRAIGHT WALKWAY ON THE DESIGN ALIGNMENT.
THE HANDRAIL SYSTEM SHALL BE INSTALLED TO PROVIDE A STRAIGHT AND PLUMB INSTALLATION.
16,22- i c9 19
�o
EDGE OF COASTAL VEGETATION/
NORMAL WATER LEVEL
�o
140'
I I I
l I l l 1
EDGE OF COASTAL VEGETAlluly ✓�.�
NORMAL WATER LEVEL
1
109.75' (N01 TO SCALE) 2a 3.0
30' RAMP DOWN
(NOT TO SCALE)
ADDITIONAL PIER/DOCK SPECIFICATIONS:
1. WOOD PRESERVATIVE TREATMENT MINIMUM RETENTION IN POUNDS PER CUBIC FOOT (PCF) SHALL BE AS FOLLOWS:
A. PILES: 2.50 PCF
B. CROSS BRACING 2.50 PCF
C. ALL OTHER FIXED DOCK WOOD COMPONENTS 0.40 PCF
D. ROUND PILE DIA. TO BE 8 INCHED 3 FEJ FROM TIP (TYPICAL).
PROVIDE 8" X 8" SQUARE PILES AT OBSERVATION PLATFORM.
2. FLOATING DOCK
A. SHALL BE AS MANUFACTURED BY:
SOUND MARINE
118 PORTWATCH WAY
WILMINGTON, NC 28412
910-395-9345
B. FLOATING DOCK SHALL BE STANDARD MODEL S-210 COMMERCIAL DOCK SYSTEM AS MANUFACTURED
BY SOUND MARINE WITH #1 SOUTHERN YELLOW PINE DECKING AND 18 INCHES OF FREEBOARD.
C. THE FOLLOWING ACCESSORIES SHALL BE PROVIDED:
1. RUB RAIL - ALL SIDES
2. CLEATS - 6 TOTAL
3. ADA EDGE GUARD PER ADA REQUIREMENTS
4. ADA BOARDING RAIL
3. GANGWAY
A. WELDED ALUMINUM CONSTRUCTION
B. ADA COMPLIANT
C. WIDTH AS INDICATED
D. SLIP RESISTANT SURFACE
E. TRANSITION PLATE
F. MINIMUM LIVE LOAD CAPACITY OF 100 POUNDS PER SQUARE FOOT
4. FLOATING KAYAK LAUNCH
A. AS MANUFACTURED BY:
DOCK ACCENTS, INC. (OR APPROVED EQUAL)
11002 GENERAL PULLER HWY.
HARTFIELD, VA 23071
804-776-7710
B. ACCUDOCK H-DOCK MODEL.
C. COORDINATE ATTACHMENT HARDWARE WITH MANUFACTURER.
5. ALL DOCK HARDWARE TO BE GALVANIZED OR ALUMINUM.
1 VRELEASE FOR PERMITS IJKA 112/30/11
NP. I DESCRIPTION I BY DATE
Revisions
8'x25' FLOATING DOCK 200 SF) `L`' cp
GUIDE PILE (TYP. OF 3) -
ACCESSIBLE
M GANGWAY
P
Ln
o-
co
v� V
` r
I 2'
NOTE:
B KAYAK LAUNCH SEE 'ADDITIONAL PIER/DOCK SPECIFICATIONS" ON THIS
SHEET FOR SPECIFICS OF FLOATING DOCK CONSTRUCTION
C3 C3 NOT TO SCALE
"8tSFI
AUNCH, 2 PARTS,
ADA ACCESSIBLE TOTAL)
BOARDING RAIL SEE DETAIL B, THIS SHEET
TRENT RIVER
27-101-(31)
SB, Sw, NSW
0(\A CA • p��ii�i
ti9 y
SEAL r
15738
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C3 ucl
NOT TO SCALE
10 0 5 10 20
I_ _ I I
GRAPHIC SCALE: 1" = 10'
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INDICA
w
1
STONE SURFACE ' �' J 2
COURSE 12•, 1 4"
(2) #4 CONT.
A CONCRETE APRON
jcl
NOT TO SCALE
8 �- #4 ® 12" O.C.
EACH WAY
00
----WIDTH AS INDICATED
FINISH GRADE SLOPE
1/8 :1' MAX.
-. y.
2" 4" 6x6 WWF 10/10
NOTES:
1. PROVIDE EXPANSION JOINTS ALONG ALL EXISTING STRUCTURES AND
WALKS AND AT 50' INTERVALS ALONG STRAIGHT SECTIONS OF WALK.
2. PROVIDE CONTRACTION JOINTS AT 5'-0" INTERVALS AND AT ALL
CHANGES IN DIRECTION OF WALK. CONTRACTION JOINTS SHALL BE
1 /8" WIDE x 3/4" DEEP, TOOLED.
3. PROVIDE SIDEWALK WITH INTEGRATED CURB IN ALL LOCATIONS
WHERE SIDEWALK ABUTS PAVEMENT.
('_B SIDEWALK WITHOUT CURB
C5 NOT TO SCALE
RESERVED
PARKING
NOTES:
1. COLORS
BACKGROUND: WHITE
LEGEND AND BORDER: GREEN
WHITE SYMBOL ON BLUE BACKGROUND
2. MOUNT THE SIGN 84" ABOVE GRADE.
12"
MAXIMUM
PENALTY
$250
GS 20-37.6
C HANDICAP PARKING SIGNAGE
Qfl)
NOT TO SCALE
=�I
SOLID LINE - WHITE
D PAVEMENT STRIPING
Q_15)NOT TO SCALE
3,000 PSI CONCRETE
SMOOTH FINISH
24" w
uj
REBAR ANCHOR
(TYP. OF 2) o
c�
0
w
J1
n
I'
m
8"
SECTION A -A
3,000 PSI CONCRETE
SMOOTH FINISH
3'
3'
REBAR ANCHOR
�(TYP. OF 2)
0 OF
A
6'-0"
PLAN
E CONCRETE WHEELSTOP
Qfl")
NOT TO SCALE
- SELF -ANCHORING
METAL POST @ 6' O.C. MAX
- 12 GAUGE 6 X 6 WIRE MESH
- FILTER FABRIC
8" BURY
� FLOW
MAINTENANCE:
1. INSPECT STRUCTURES WEEKLY AND
AFTER AT LEAST A 1/2" OR GREATER
RAINFALL EVENT.
2. REMOVE SEDIMENT FROM BEHIND SILT
FENCE PRIOR TO IT REACHING A
MAXIMUM DEPTH OF 6 INCHES.
rl"� SILT FENCE
�lc
5 NOT TO SCALE
VEGETATIVE SEEDING SCHEDULE
TEMPORARY VEGETATION PLAN
PRIMARY SEED MIX (ALL YEAR)
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 2 TON PER ACRE
FERTILIZER 2-TON PER ACRE
SEED
RYE GRAIN 100 LBS PER ACRE
TALL FESCUE 200 LBS PER ACRE
SUPPLEMENTAL SEED MIX (MARCH THROUGH OCTOBER)
CENTIPEDE 10 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL
INSURE APPROXIMATELY 90% COVERAGE OF THE SEEDED
AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY
DISCED INTO THE BED TO GIVE IT FURTHER RESISTANCE
TO BLOWING AND WASHING.
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF
GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY
THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF
EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF
GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED
AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY
THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS.
PERMANENT SEEDING VEGETATION
PROVIDE CENTEPEDE SOD ON ALL DISTURBED AREAS.
G VEGETATION PLAN
ull
NOT TO SCALE
SPECIAL SEEDING NOTE:
CUT & FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR
DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND
PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION,
ADDITIONALLY, WITHIN 7 DAYS, SLOPES STEEPER THAN 3:1 SHALL
BE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
AND SHALL BE PLANTED.
1
RELEASE FOR PERMITS
JKA
12 30 11
NO. I
DESCRIPTION
BY
DATE
Revisions
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