M.J. Milne & Associates Ltd.

September 23, 2005

Weyerhaeuser Company Limited P.O. Box 130 Vavenby, BC V0E 3A0

Attention: Mr. Glenn Thiem, Consulting FIA Coordinator

Dear Sir:

Re: Permanent Road Deactivation Prescriptions – Loyst Project Area - 2005

Permanent road deactivation prescriptions have been prepared for 14.15 km of non-status road and trail within the Loyst project area. The goal of prescribed work is to reduce the risk of damage to environmental and economic values in the area from hazards associated with landslides, uncontrolled drainage, soil erosion, and sediment transport. The objectives of the work will be to: • permanently deactivate roads and trails to a stable and self- maintaining state that will protect forest resources, property and other non-forest resource values at risk, and • prevent motor vehicle access to deactivated roads or trails by installing a physical barrier at key points on the road or connecting road network.

There are no conflicts between the deactivation prescriptions and access management plan for the area (i.e. all roads are shown as deactivated on current forest development plan maps). Work priorities were identified in an overview risk assessment report1. All areas of concern are connected via surface drainage networks to either resident rainbow trout habitat or high value sockeye salmon spawning and rearing areas on the Upper Adams River system. Prescriptions have been prepared according to the following document:

Standards for Road Deactivation, Landslide and Gully Rehabilitation Projects – FIA Activity Standards Document – Version 5 2003/2004.

1 Milne, M.J. Upslope and Instream Risk Rating Evaluation Assessment for the Loyst Project Area, prepared by M.J. Milne & Associates Ltd. for Weyerhaeuser Company Limited, February 2004.

------2603 23rd Street, Vernon, BC V1T 4J7 (250) 558-5770 [email protected] Road Deactivation Prescriptions/Loyst Project Area/2005 Page 2

It is important to note that a portion of the work prescribed for completion in 2005 will be on a road identified as low risk (green) in the 2004 overview report. The overview nature of the 2004 report resulted in an underestimate of hazards on the southern portion of the 1885 road system [refer to enclosed maps]. The original plan was to address issues on a moderate priority (yellow) portion of the 1885 road system near the Otter FSR in 2005; as a matter of course the remainder of the road system was reviewed in detail as access would be blocked following the completion of 2005 work. To effectively review and prescribe the remainder of the 1885 road system, brushing was required. This additional expense was un-anticipated in the 2005 work plan. Brushing allowed the remainder of the road to be properly prescribed, and allow reasonable access for contractors who will be viewing and bidding on the work.

Work has been prescribed on the following roads and trails in the Loyst project area: 1885.02, 1885.04, 1892.02 plus a fireguard trail in the vicinity of, 1892.01, 1893.01, 1893.02, 1894.00, 1894.01, 1895.00, 1896.00, 1896.01, and six landing access or skid trails on the upslope side of the Shannon Creek FSR between roads 1893.01 and 1896.00, and Salt Creek road system [refer to enclosed maps and tables].

Work will involve the installation of water management structures such as cross- ditches and swales, and pull-back of unstable road prism materials, where required to meet project objectives [refer to enclosed maps and tables]. Culverts will be removed and replaced with cross-ditches or swales on roads that will not be used for access in the near future (< 25 years). Culverts on roads that are likely to be used for access over the next 5 – 25 years will be left in place where conditions will not be compromised by their presence (i.e. a low hazard can be achieved and maintained). All culverts left in place will be backed up with cross- ditches or swales and armoured as required. Culverts on perennial streams will be removed as per requirements outlined in section 2.2 of the FIA standards document – as listed above.

All work will be completed within appropriate fish windows, where applicable. Two wood box culverts on tributaries to Little Creek will require work within the window for resident rainbow trout. In the event that works cannot be completed within this window (August 15 – September 30), the structures on Little Creek tributaries will either be left in place for removal in 2006, or a variance will be sought with input from a Fisheries Biologist. Both sites are near to the Otter FSR and could be easily accessed in 2006 with limited disturbance to work completed in 2005. Other work planned in the Loyst Project area will not be affected by fish windows (i.e. no fish present in the immediate area(s)).

File: W02-007 Date: Sept. ’05 M.J. Milne & Associates Ltd. Road Deactivation Prescriptions/Loyst Project Area/2005 Page 3

All roads on which permanent deactivation prescriptions have been prepared will be barricaded with large excavations and/or placement of boulders on the road prism to prevent vehicle access following the completion of work in 2005.

Implementation of the prescription will likely require the use of two medium- sized excavators (i.e. 320 CAT, 220 Halla, etc…) working in tandem to achieve pullback requirements on the 1885 road system. Trucking of materials will not be required on Road 1885 and it is likely that one of the machines could move to the north end of the project area (Road 1896) after completing the pullback sites on road 1885.02. The machines would then work toward one another to complete the project. Pullback at the south end of road 1885.02 may not be completed effectively with only one machine.

An inspection of all completed work will be required in 2006 to determine achievement with regard to project objectives, or identify any sites or areas that may require additional treatment to achieve project objectives.

This concludes the summary of permanent road deactivation prescriptions prepared for non-status roads and trails in the Loyst Project area – 2005. Please contact us with any questions or concerns.

Yours truly, M.J. Milne & Associates Ltd.

Michael J. Milne 09/23/05 Project Hydrologist ABCFP Limited Licensee #0004

MM/

Encl.

File: W02-007 Date: Sept. ’05 M.J. Milne & Associates Ltd. x

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X - cross-ditch, S - Swale, RS - restore stream, RMC - remove metal culvert, BMC - backup metal culvert, RWC - remove wood culvert, ARR - apply armour, PB - pullback, FO - flare outlet, BB - breach berm, BA - block access. Permanent Road Deactivation Prescriptions - Loyst Project Area - 2005 Road Station Prescription Comments 1895.00 0+343 X 0+364 X 0+398 X 0+438 X 0+525 X Long cross-ditch through landing. POC 1895.00 on Shannon Creek FSR. Block all vehicle 0+600 POC, BA access using a large ditch in this location. Trail 2 0+000 POT, X POT LT 1 at south end of landing. 0+030 X POC landing trail 1 on Shannon Creek FSR. Block all 0+100 POC, BA vehicle access using a large ditch in this location.

Trail 3 0+000 POT, X POT LT 3. Extend cross-ditch through trail above road. POC LT 3 on Shannon Creek FSR. Block all vehicle 0+040 POC, BA access using a large ditch in this location. POT Trail 5. Construct long ditch through trail to prevent Trail 4 0+000 POT, X flow from escaping toward the FSR.

0+100 POC POC Trail 5 approximately 100 m north of road 1894.00. 1893.02 0+000 POT, X POT 1893.02 at southern edge of landing. 0+010 X 0+065 X 0+107 X 0+135 X 0+158 X 0+181 X 0+305 X Long cross-ditch, extend through trail above road. 0+365 X 0+388 X 0+405 X 0+483 X 0+514 X 0+550 POC POC 1893.02 at 0+373 on 1893.01. 1893.01 0+000 POT, X POT 1893.01 in last major draw before landing. 0+040 X 0+055 X 0+082 X 0+129 X 0+142 X 0+173 X 0+208 X 0+238 X 0+266 X 0+290 X 0+315 X POC of landing trail 4 - proceed to POT of LT 4 before 0+373 X finishing 1893.01. Trail 5 0+000 POT, X POT of landing trail 4 immediately before landing. 0+050 X 0+100 X 0+150 POC, X POC of landing trail 4 at 0+373 on road 1893.01. 1893.01 0+435 X Continue work along 1893.01. 0+535 X 0+587 X Remove metal culvert, construct cross-ditch and armour 0+603 RMC-X-ARR outlet. 0+695 X 0+828 X 0+940 POC POC 1893.01 at 0+840 on road 1894.00.

X - cross-ditch, S - Swale, RS - restore stream, RMC - remove metal culvert, BMC - backup metal culvert, RWC - remove wood culvert, ARR - apply armour, PB - pullback, FO - flare outlet, BB - breach berm, BA - block access. Permanent Road Deactivation Prescriptions - Loyst Project Area - 2005 Road Station Prescription Comments POT 1894.01 immediately before landing. Restore stream channel through road, armour outlet with local 1894.01 0+000 POT, RS-ARR materials. Restore stream channel through road, armour outlet with 0+031 RS-ARR local materials. 0+075 X 0+110 X 0+185 X 0+240 X 0+280 X 0+300 POC, X POC 1894.01 at 0+535 on road 1894.00. 1894.00 0+000 POT, X POT 1894.00 immediately before last landing. 0+065 X 0+130 X 0+175 X 0+220 X 0+305 X Restore stream channel through road, armour outlet with 0+375 RS-ARR local materials. 0+472 X Long cross-ditch to prevent flow onto landing. 0+525 X 0+600 X, BB Breach berm on low side of road. 0+633 X, BB Breach berm on low side of road. 0+695 X, BB Breach berm on low side of road. Photo 2. 0+780 X, BB Breach berm on low side of road. Removal metal culvert, construct cross-ditch, no armour 0+840 RMC-X required. 0+870 X, BB Breach berm on low side of road. 0+920 X Replace culvert with large cross-ditch or swale to contain 0+932 RMC-X-ARR flow. Armour outlet.

POC 1894.00 on Shannon Creek FSR. Block all vehicle 0+932 POC, BA access using stream restoration structure at 0+932. POT 1892.01. Long cross-ditch along south side of 1892.01 0+000 POT, X landing. 0+058 X 0+131 X 0+248 X, BB Breach berm on low side of road. Remove metal culvert and restore channel through road 0+320 RMC-RS crossing. 0+400 X Removal metal culvert and restore channel through road crossing. Remove all file from the gully and spoil materials on site. Armour as required using local 0+450 RMC-RS materials. Pullback oversteepended materials around the outlet 0+475 X, PB (i.e. the "cheeks"), spoil all materials on site. 0+536 X POC 1892.01 on Fraser Creek road. Block all vehicle 0+563 POC, BA access in this location using a large ditch. Trail 6 0+000 POT, X POT of Trail 6 (old fireguard) at bedrock outcrop. 0+020 X 0+055 X 0+080 X 0+105 X 0+120 X 0+145 X 0+175 X 0+205 X 0+245 X

X - cross-ditch, S - Swale, RS - restore stream, RMC - remove metal culvert, BMC - backup metal culvert, RWC - remove wood culvert, ARR - apply armour, PB - pullback, FO - flare outlet, BB - breach berm, BA - block access. Permanent Road Deactivation Prescriptions - Loyst Project Area - 2005 Road Station Prescription Comments POC of Trail 6. Proceed past this location and onto Trail 6 0+275 X 0+305 - work back from there to POC. 0+295 X Stop before reaching stream - work back to road 0+305 X 1892.02. 1892.02 0+000 POT POT 1892.02 at 0+295 on Trail 6. 0+103 RMC-X Remove metal culvert. 0+146 X 0+213 X 0+340 X Long ditch through landing. 0+485 POC-BA POC 1892.02 on road 1898.08. Trail 7 Begin on low side of trail and work back to switchback (Location A) 0+000 POT, X, FO on Salt Creek road. 0+025 X, FO 0+055 X, FO 0+085 X, FO POC Trail 7 at northernmost switchback on Salt Creek 0+105 POC road system. Long ditch through landing - improve existing 1885.04 0+000 X watercourse to prevent escape to the south. 0+018 X 0+028 X 0+035 X 0+041 X 0+048 X Backup metal culvert with cross-ditch - use large 0+055 BMC-X structure. 0+175 X 0+225 X 0+245 X 0+280 X 0+400 X 0+410 X 0+432 X 0+453 X Long ditch through landing access and road 1885.04. 0+476 BMC-X Metal culver present on 1885.04. 0+500 X 0+550 X 0+600 X 0+655 X 0+690 X 0+755 X 0+790 X 0+825 - Ditch around switchback and into draw below road to 0+855 X contain flow. 0+867 X 0+975 BMC-X Backup metal culvert with cross-ditch. 1+000 X 1+051 X 1+085 X 1+107 X 1+163 X 1+185 X 1+245 POC, X POC 1885.04 at 0+965 on 1885.02. POT 1885.02. Construct long ditch, flare outlet (i.e. 1885.02 0+000 POT, X, FO pullback "cheeks.") 0+027 X, FO Flare outlet 0+043 X, FO Flare outlet 0+055 X, FO Flare outlet

X - cross-ditch, S - Swale, RS - restore stream, RMC - remove metal culvert, BMC - backup metal culvert, RWC - remove wood culvert, ARR - apply armour, PB - pullback, FO - flare outlet, BB - breach berm, BA - block access. Permanent Road Deactivation Prescriptions - Loyst Project Area - 2005 Road Station Prescription Comments Pullback oversteepened materials around outlet. Spoil 0+075 X, PB materials on site. 1885.02 0+107 X, PB Pullback oversteepened materials around outlet 0+129 X, PB Pullback all fill material from draw and spoil on site. Continue pullback of fill material from draw where there 0+129 - is a high soil content - extent to be determined during 0+144 PB excavation. Photo 3. Pullback materials around outlet. Continue ditch through trail above to contain flow and prevent escape onto landing. Ditch at 0+144 should join ditch at 0+129 before 0+144 X, PB reaching organic debris pile. 0+160 Spoils Large suitable area for spoiled material. Long shallow ditch or swale through landing. Pullback landing materials along ditch and around outlet until parent material is reached. Spoil materials between 0+178 X, PB ditches on landing. 0+200 X, PB Same as 0+178 0+207 X, PB Same as 0+178 0+230 X, PB Same as 0+178 0+238 X, PB Same as 0+178 0+248 X, PB Same as 0+178 0+260 X, PB Same as 0+178 0+270 X, PB Same as 0+178 0+285 X, PB Same as 0+178 0+296 X, PB Same as 0+178 0+321 X, PB Same as 0+178 0+366 X, FO Flare outlet 0+385 X, FO Flare outlet 0+415 X, FO Flare outlet 0+458 X, FO Flare outlet 0+483 X, FO Flare outlet 0+496 X, FO Flare outlet 0+522 X Extend ditch through trail below road. Begin pullback of oversteepened fill around draw. 0+538 PB Pullback until parent material is reached. Remove metal culvert, restore stream channel and 0+555 RMC-RS-PB pullback all fill from gully. Spoil all material on site. 0+570 PB End pullback around draw. 0+610 X 0+650 X 0+675 X 0+710 X 0+740 X 0+773 X Backup metal culvert with cross-ditch, armour outlet 0+785 BMC-X-ARR using local materials. 0+802 X 0+830 X 0+852 X 0+873 X 0+885 X 0+922 X 0+965 X POC 1885.04 1+125 X 1+195 X 1+245 X 1+280 X 1+311 X 1+337 X 1+400 X 1+525 X

X - cross-ditch, S - Swale, RS - restore stream, RMC - remove metal culvert, BMC - backup metal culvert, RWC - remove wood culvert, ARR - apply armour, PB - pullback, FO - flare outlet, BB - breach berm, BA - block access. Permanent Road Deactivation Prescriptions - Loyst Project Area - 2005 Road Station Prescription Comments 1+557 X 1+640 X 1885.02 1+648 RMC-X Remove damaged metal culvert. Restore stream channel through road, armour outlet with 1+682 RS-ARR local materials. 1+730 X 1+856 X 1+945 X 1+993 X 2+037 X 2+115 X 2+290 X 2+380 X 2+443 X Drainage divide between May and Little Creeks 2+641 X 2+700 X Drain pond on high side of road. 2+725 X 2+746 X 2+789 X Start of slide runout - leave slide material as is. 2+815 X Ditch through mid-slide runout location. 2+860 X End slide deposit. Restore stream channel through road, armour outlet with 2+941 RS-ARR local materials. 2+983 X 3+014 X 3+050 X 3+085 X 3+124 X 3+164 X 3+204 X 3+254 X 3+300 X 3+350 X 3+384 X 3+448 X 3+530 X 3+588 X Restore stream channel through road, armour outlet with 3+611 RS-ARR local materials. 3+644 X 3+743 X Backup metal culvert with cross-ditch, armour outlet 3+797 BMC-X-ARR using local materials. 3+857 X 3+938 X 4+017 X 4+070 BMC-X This structure to be built at POC of road 1885.00.

Removal woodbox culvert, restore channel using swale, armour as required. Leave structure in place if beyond 4+089 RWC-S-ARR September 30th - contact project supervisor. 4+110 X 4+163 X 4+218 X 4+282 X 4+330 X 4+348 X 4+442 X 4+501 X 4+564 X 4+757 X

X - cross-ditch, S - Swale, RS - restore stream, RMC - remove metal culvert, BMC - backup metal culvert, RWC - remove wood culvert, ARR - apply armour, PB - pullback, FO - flare outlet, BB - breach berm, BA - block access. Permanent Road Deactivation Prescriptions - Loyst Project Area - 2005 Road Station Prescription Comments

Removal woodbox culvert, restore channel using swale, armour as required. Leave structure in place if beyond 1885.02 4+810 RWC-S-ARR September 30th - contact project supervisor. 4+872 X

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ˆ ˆ ˆ ve—ve2l—ndslide —s2is ˆ ‚wgEˆ ‚ƒEe‚‚ ˆ ICTVP ˆ ˆ ‚o—ds2IVVSFHPD2IVVSFHR2 wid IVVSFHP ˆ ˆ2E2grossEdit™h wtw2HWGHS ‚wgEˆ22‚emove2met—l2™ulvertD2 ˆ 2222222222222™rossEdit™h ‚ƒEe‚‚2‚estore2stre—mD2 ˆ 2222222222222—pply2—rmour HCVPS2E2HCVSS fwgEˆ2f—™kup2met—l2™ulvertD2™ross ˆ fwgEˆ 2222222222222dit™h ˆ ˆ fwgEˆEe‚‚2f—™kup2met—l2™ulvertD2 ˆ 2222222222222222222™rossEdit™hD2—pply2—rmourF ˆ ‚ƒEe‚‚2‚estore2stre—mD2—pply2 ˆ 22222222222222—rmour ˆ ˆ ˆ ‚wgE‚ƒ-‚emove2met—l2™ulvertD ˆ 222222222222222restore2stre—m ˆ ˆ €f2€ull˜—™k ƒ™—le2IXSDHHH ˆ HCWTS ˆ ˆ ˆˆ ˆ ˆ ˆ fwgEˆHCRUT ˆ ˆ ˆ HCUVS ˆˆ ˆ ˆ ˆ fwgEˆEe‚‚ ˆ ˆ ˆ ˆ ˆ IVVSFHP ˆ ˆ ˆ ˆ HCSSS‚wgE‚ƒ ˆ IVVSFHR ˆ ˆ ˆ fwgEˆ ˆ €f ˆ ˆEpy ˆEpy ˆ ˆEpy ‚efer2to2IXPDSHH2s™—le2m—p ˆEpy ˆEpy ˆ for2this2—re— ˆEpy HCRSV ˆ HCHHH HCQPI ˆE€f ˆE€f ‚wgE‚ ˆ IVVSFHP2E2ƒouth2endHCSSS ˆ ˆ2E2grossEdit™h wtw2HWGHS ˆEpy2grossEdit™hD2fl—re2outlet ƒ ˆE€f2grossEdit™hD2pull˜—™k2fill2 222222222—round2outlet €f2€ull2˜—™k ƒ™—le2IXPDSHH ˆ €f ˆEpy ˆEpy ˆEpy ˆEpy ˆEpy ˆEpy HCRSV HCQPI ˆE€f ˆE€f ˆE€f ˆE€f ˆE€f ˆE€f ˆE€f ˆE€f €f IVVSFHP HCPQV ˆE€f ˆE€f €f ˆE€f ˆ ˆE€f €f ˆ ˆE€f ˆE€f €f ˆE€f HCHUS ˆEpy ˆEpy x „r—il2V ˆEpy ˆEpy HCHHH