HomeMy WebLinkAbout20041772 Ver 1_Complete File_20070831Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 16, 2004
Orange County ERCD
Attn: Lori Taft / Rich Shaw
Land Conservation Manager
PO Box 8181
Hillsborough, NC 27278
Durham County Parks
Attn: Mike Giles
Open Space Manager
101 City Hall Plaza
Durham, NC 27701
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1772
Orange County
Page 1 of 2
Subject Property: Little River Regional Park, Guess Road, Rougemount, NC
Little River [03-04-01, 27-2-21-3, WS-II HQW NSW]
Buffalo Creek [03-04-01, 27-2-21-3-1, WS-II HQW NSW]
APPROVAL of Neuse River Buffer Rule (15A NCAC 02B .0233) Authorization Certificate
Dear Ms. Taft, Mr. Shaw and Mr. Giles:
You have our approval, in accordance with 15A NCAC 02B .0233 and any conditions listed below, to
impact approximately 48 square feet of the protected riparian buffers for the purpose of constructing the
four proposed pedestrian bridges at the subject property as described within your application dated
November 1, 2004. In addition, you should obtain or otherwise comply with any other required federal,
state or local permits before you go ahead with your project including (but not limited to) Erosion and
Sediment Control, Non-discharge regulations.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this authorization and approval letter and is thereby responsible
for complying with all conditions. This approval requires you to follow the conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved - The following impacts are hereby approved as long as all of the other specific
and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts
are approved including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
Buffers 48 (square ft.) 4 - Pedestrian Foot Bridges
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: 919-733-1786 / FAX 919-733-6893 / Internet: htta.//h2o.enr.state.nc.us/ncwetlands
1VQf a Carolina
Naturally
An Equal opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
Orange County ERCD / Durham County Parks
Page 2 of 2
December 16, 2004
2. Diffuse Flow - An additional condition is that all stormwater shall be directed as diffuse flow at non-
erosive velocities through the protected stream buffers and will not re-concentrate before discharging
into the stream as identified within 15A NCAC 2B .0233(5).
3. Certificate of Completion - Upon completion of all work approved within this authorization, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to
the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh, NC, 27699-1650.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B. This Authorization Certificate shall
expire five (5) years from the date of this letter.
This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 2B
.0233. If you have any questions or would like a copy of the buffer rules, please call (919) 733-1786.
This letter does not authorize any impacts to either Waters of the United States or Waters of the State.
Please contact the US Army Corps of Engineers (USAGE) or NC Division of Water Quality (DWQ) if
any impacts are proposed to either of these waters.
Sincerely,
cP
Alan W. Klimek, P.E.
AWK/CBK/bz
Enclosures: Certificate of Completion
cc: Rod Florence, Haden Stanziale, PA, 2200 W. Main Street, Suite 560, Durham, NC 27705
Mike Horan, DWQ Raleigh Regional Office
File Copy
Centra^?l` Files
Re,?.1v'-n,
Filename: 04-1772
HadenStanziale
planning
landscape architecture
civil engineering
Date: 11.1.2004
To:
Ken Schuster
Division of Water Quality
Raleigh, NC
04177,3
TRANSMITTAL
D
NO V 0 2 2004
t7ENR - WATER
TER By
l'?E1LAlOSAND STop 111iAQUALIT
ER RA1;<CH
Project: Little River Regional Park Bridge Crossings Project #: 02125
® Enclosed Herewith
? Under Separate Cover
? For Your File
Items Sent:
Construction Form
Drawings and Details
Comments:
® As Requested ® Via: Fed Ex
? For Review and Comment
? For.Approval
No. of copies
4
4
Dated:
By: Rod Florence
Cc: Lori Taft, Mike Giles
2200 W. Main Street 919.286.7440 Durham
Suite 560 919.286.7889 fax Charlotte
Durham, NC 27705 www.hadcnstanziale.com Wilmington
fog` ?op Y
401 ISSUED
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ N941772
(it any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this proje :
? Section 404 Permit Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a co esy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Orange and Durham County
Mailing Address: Orange County ERCD attn: Lori Taft/Rich Shaw Land
Conservation Manager P.O. `Box 8181 Hillsborough NC 27278 -Durham County Parks
attn: Mike Giles 101 City Hall Plaza Open Space Land Manager
Telephone Number: 919 245-2591/560.7956 Fax Number: 919. 644.3351/560.4641
E-mail Address:
2. Agent/Consultant 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: Rod Florence nn
Company Affiliation: HadenStanziale, PA I 1-? L U V/ - I
Mailing Address: 2200 W. Main Street. Suite 560 Durham, NC 27705 2 =YEA
DFAJR
Telephone Number: 919.286. 7440 Fax Number: 919.286.7889
E-mail Address: rflorence(a,hadenstanziale.com
III. Project Information
Page 5 of 12
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Little river regional Park
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 080798496
4. Location
County: Orange County Nearest Town: Rougemount
Subdivision name (include phase/lot number): -
Directions to site (include road numbers, landmarks, etc.): I-85, Guess Road(S.R. 157)
North, +/-15 miles on right hand side.
5. Site coordinates, if available (UTM or Lat/Long): N877850.0529/ E 2007387.4314
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 128.14 acres
7. Nearest body of water (stream river/sound/ocean/lake): Little River/Buffalo Creek
8. River Basin:
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Wooded rural park with Equestrian Trails, Picnic Shelters,
parking, Office, play areas, etc.
10. Describe the overall project in detail, including the type of equipment to be used:
Construction of (4) 4' wide wooden pedestrian footbridges in remote locations. The bridge
spans intermittent tributaries of the Little River
Page 6 of 12
.11
11. Explain the purpose of the proposed work: The purpose of this bridge is to connect a
comprehensive park trail system over the intermittent tributary
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/of obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
No permits requested prior, not a NCDOT project
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Potential for additional bridges to expand the existing rail system
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: No impacts anticipated to
wetlands on site. +/-6' wide of wooden bank abutments will impact the zone 1 buffer bank
on each side. Equaling +/- 48 if of buffer impacts
2. Individually list wetland impacts below:
Page 7 of 12
Wetland Impact
Site Number
(indicate. on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
linear feet
Type of Wetland***
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httu://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 2 acres
Total area of wetland impact proposed: 48 sf
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma)
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secify)
1 Bridge abuttment 12 Little River +1-5' Intermittent
2 Bridge abuttment 12 Little River +1-5' Intermittent
3 Bridge abuttment 12 Little River +1-5' Intermittent
4 Bridge abuttment 12 Little River +1-5' Intermittent
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us??gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 481f
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbod
y Type of Waterbody
Site Number Type of Impact* Impact
(if applicable) (lake, pond, estuary, sound,
(indicate on ma) acres bay, ocean, etc.)
Page 8 of 12
« List each impact separately and identify temvorarv impacts. Impacts include- but are not limited the fill excavntinn dri-daino
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
No heavy equipment will be used maximum bridge span will be designed over river to
minimize disturbance to bank adjacent to river. Erosion control measures applied as necessary
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
Page 9 of 12
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/newetlands/stnugide.htlnl.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
(919) 733-5208 to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at htt2://h2o.enr.state.ne.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land? '
Yes No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Page 10 of 12
Z'
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at (919) 733-508 to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional. Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply B ffer Requirements), or other (please identify, )?
Yes [ No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 48 3 144
2 0 1.5 0
Total 48 144.
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or.0260.
Conservation, Riparian buffer Enhancement
XI. Stormwater (required by DWQ)
Page 11 of 12
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XIL' Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DW Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No V
Is this an after-the-fact perms application?
Yes ? No M
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Page 12 of 12
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
r
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LITTLE ~
5'-2" DECKING WIDTH RIVER
8 x 8 x 6'2" BEAM LEDGE
0 0 (2) 6 x 10 BEAMS BOLTED TO 8 x 8 4' BEAM SPACING CROSS MEMBER REGIONAL CONNECTED TO
2 x 4 DECK BOARDS SHALL CROSS MEMBERS (4 x 10 BEAMS FOR L-BRACKET WITH PARK
RUN PERPENDICULAR TO 16' BRIDGE C~34' O.C.) THROUGH 1/2" CARRIAGE Little River Township
TRAVEL. MAINTAIN SCREW ° BOLTS (2 EA. SIDE) Orange County, NC
WIDTH (3/4 "MAX. GAP °
BETWEEN PLANKS) ~ L ~
-BOARDS SHALL BE LAID
BARK SIDE UP. o KEY MAP
- - -----1-r------1- _ = f
A-A'
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COMPACTED SUBGRADE SEAL•
PILE 30" DOWELS THROUGH
~ ~ 4) 4X6 WALL CROSS MEMBERS
2 A-A' - BRIpCzE SECTION
PB-I SECTION SCALE: I4z'=I'-0'
CLIENT:
DURHAM COUNTY
AND
BRIDGE CONSTRUCTION GENERAL NOTES: ORANGE COUNTY
6" PERFORATED PIPE TO ALLOW op
1. CONSTRUCT IN ACCORDANCE WITH ALL APPLICABLE BUILDING REGULATONS. CoNSU~TnNrs:
DRAINAGE TO OVERFLOW m
CONSTRUCTION TO BE IN ACCORDANCE WITH ALL APPLICABLE BUILDING Hade
GRAVEL BACKFILL REGULATONS AND W CONFORMANCE WITH THE "PROJECT SPECIFICATIONS" ~Stanzia/e
CONTAINED AS PART OF THE CONFORMED CONTRACT DOCUMENTS. plarming lartdsc~earchilgdwe
I 4' IUIDE BRIC~PE PEtAIL
-2 PLAN 9C.4LE: 3/4'+I,_D• 2. CONTRACTOR SHALL COMPLY WITH ALL WATER QUALITY REQUIREMENTS.
~o~re~ 3. DIMENSIONS SHOWN ON THE DRAWING ARE APPROXIMATE. CONTRACTOR TO
(6) 4 x 6 x 4'6" STACKED WALL MEMBERS (3 FIELD MEASURE ALL CRITICAL DIMENSIONS PRIOR TO CONSTRUCTION.
EA. SIDE) CONNECTED WITH 30" DOWELS TRANSITION TO EXISTING GRADE
THROUGH PRE-DRILLED HOLES X18" O.C. TIMBER
1. ALL TIMBER SHALL BE PRESSURE TREATED, SOUTHERN YELLOW PINE, N0.2
(2) 4 x 6 x 6'-2" WOODEN CROSS MEMBER 6° DIA. PLASTIC PERFORATED PIPE AT
CONNECTED TO FOOTING BLOCK WITH THE BOTTOM OF #57 STONE TRENCH GRADE SOUTHERN YELLOW PINE, $45.
L-BRACKET (1 EA. SIDE) (2) 3 x 4 LEVELING CROSS PLANK 2. ALL TIMBER SHALL BE PRESSURE TREATED WITH CHROMATED COPPER ARSENATE
8 x 8 x 6'2" BEAM LEDGE CROSS MEMBER
(CCA) WITH A MINIMUM RETENTION IN POUNDS PER CUBIC FOOT AS FOLLOWS: RevlSioNS:
CONNECTED TO L-BRACKET WITH 2 x 4 DECK BOARDS SHALL RUN
THROUGH 1/2" CARRIAGE BOLTS (2 EA. SIDE) PERPENDICULAR TO TRAVEL.
MAINTAIN SCREW WIDTH (3/4 "
(4) 8"H X 10" W X 3'6" L PRECAST 3000PSI MAX. GAP BETWEEN PLANKS) 3.TREATMENT SHALL BE IN CONFORMANCE WITH THE STANDARDS OF AWPA C18.
CONCRETE FOOTING BLOCKS -CAST 12" ANCHOR _gOARDS SHALL BE LAID BARK CUT OR SAWED SURFACES IN PRESERVATIVE TREATED MEMBERS SHALL RECEIVE 2
TRANSITION TO 3/4" GALVENIZED SCREWS INTO FOOTING 6" DEEP SIDE UP. COATS OF THE SAME PRESERVATIVE USED IN THE ORIGINAL TREATMENT.
EXISTING GRADE RIP RAP SCOUR PROTECTION ON SLOPE
5. TIMBER DECKING SHALL BE PLACED "BARKSIDE" FACE UP, AND SHALL BE CUT IN
TO BASE OF FOUNDATION WALL (2) 6 x 70 BEAMS BOLTED TO 8 x 8
CROSS MEMBERS (2-4X10 BEAMS FOR 16' CONTINUOUS LENGTHS. SPACING BETWEEN DECK BOARDS SHALL BE HAND
„ LONG BRIDGE) TIGHT.
23'-5
7'-2•• 6. TIMBER DECK SHALL BE FREE OF SPLINTERS, WARPAGE, BOW ETC. AND SHALL sca.e: NTS
BE PLANED SANDED TO A SMOOTH EVEN FINISHED SURFACE. ~n~: 1 1/1/04
i
"
o = 7, ALL SURFACES TO BE FINISHED WITH (2) COATS OF EXTERIOR GRADE WOOD PROJECT NUMBER:
M 'ENDURANCE SEMI-TRANSPARENT NO. 9891 SERIES STAIN BY GLIDDEN OR FILE NAME
2' 2, N APPROVED EQUAL. FINAL TINT BASE TO BE APPROVED BY OWNERS
REPRESENTATIVE. o2nwN sY : ERS
APPROVED : SRF
k~ I k< ~ ~ ~ ALL HARDWARE INCLUDING BOLTS, NUTS, WASHERS, DRIFT PINS, ETC. SHALL BE
'~t'-r~t'1`",~`1` TI7LE
HOT DIPPED GALVANIZED AFTER FABRICATION UNLESS NOTED OTHERWISE.
STABILIZE FOOTING STABILIZ BLOCKS WITH # 57 BLOCKS STABILIZE FOOTING TIMBER SHALL BE PREDRILLED FOR DRIFT PIN INSTALLATION, SCREW AND BOLT PEDESTRIAN BRIDGE
BLOCKS WITH # 57 CONNECTIONS TO AVOID SPLITTING. DETAILS
STONE 6" BELOW STONE 6 STONE 6" BELOW
-Tl'P. 4' WIDE BRIDGE
-2 SECTION SCALE: 3/4'=V-0"
SHEET: PB-2