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Carol Franson is the Regulatory point-of-contact for this application from The O'Ryan Ranches LLC for work impacting Wickiup Creek approximately 15 miles east of Prineville

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Carol Franson is the Regulatory point-of-contact for this application from The O'Ryan Ranches LLC for work impacting Wickiup Creek approximately 15 miles east of Prineville, Ore.

PUBLIC NOTICE for Permit Application

Issue Date: May 31, 2013 Expiration Date: June 29, 2013 US Army Corps of Engineers No: NWP-2013-210 30-Day NoticeOregon Department of State Lands No: Not Available

Interested parties are hereby notified that an application has been received for a Department of the Army permit for certain work in waters of the United States, as described below and shown on the attached plan.

Comments: Comments on the described work should reference the U.S. Army Corps of Engineers number shown above and reach this office no later than the above expiration date of this Public Notice to become part of the record and be considered in the decision. Comments should be mailed to the following address:

U.S. Army Corps of Engineers Carol Franson (carol.s.franson@usace.army.mil) Eugene Regulatory Field Office 1600 Executive Pkwy, Suite 210 Eugene, OR 97401-2156

Applicant: Ryan C. Hoerauf The O’Ryan Ranches LLC One Mission Blvd. Odessa, TX 79765-8529

Location:The project is located in Wickiup Creek, on The O’Ryan Ranches, LLC, approximately 15 miles east of Prineville, Crook Co., Ore. The site is in Sections 18 & 19 of Township 15 South, Range 19 East. (44.26137o N/120.50022oW)

Waterway: The project is located in Wickiup Creek, a tributary to Crooked River, which is a tributary to the Deschutes River.

Project Description: O’Ryan Ranches proposes to construct an up to 250-foot long, 10-foot wide, 30-foot high earthen dam in Wickiup Creek to create a reservoir to be used for wildfire suppression. Up to 394 cubic yards of material would be excavated and up to 1,098 cubic yards of material would be discharged below the ordinary high water mark to construct the dam. Stream flows would be diverted from the worksite during construction using a cofferdam with a bypass pipe and flow dispersal pad installed at the upstream extent of the project.The dam would be constructed simultaneously during excavation. Once instream work is completed, the diversion would be removed, and the stream routed to the reservoir then to its original course. Stream flows within Wickiup Creek would be maintained throughout the year.

Mitigation: The applicant has provided a proposed compensatory wetland mitigation plan for impacts to 0.65-acre of fringe wetlands located along both banks of Wickiup Creek. O’Ryan Ranches proposes to create 1.45 acres of wetland consisting of meadow, emergent, and scrub/shrub native vegetation. If a permit is issued, the Corps will determine what is appropriate and practicable compensatory mitigation.The amount of compensatory mitigation required shall be commensurate with the anticipated impacts of the project.

Purpose: Create a reservoir to be used for wildfire suppression.

Drawings: Ten drawings are attached and labeled Corps No. NWP-2013-210 enclosure.

Additional Information: Additional information may be obtained from Carol Franson, Project Manager, U.S. Army Corps of Engineers at 541-465-6894, or email carol.s.franson@usace.army.mil.

Authority: This permit will be issued or denied under the following:

Section 404, Clean Water Act (33 U.S.C. 1344), for discharge of dredged or fill material into waters of the United States.

Water Quality Certification: A permit for the described work will not be issued until certification, as required under Section 401 of the Clean Water Act (P.L. 95‑217), has been received or is waived from the certifying state. Attached is the state's notice advertising the request for certification.

Section 404(b)(1) Evaluation: The impact of the activity on the public interest will be evaluated in accordance with the Environmental Protection Agency guidelines pursuant to Section 404(b)(1) of the Clean Water Act.

Public Hearing: Any person may request in writing within the comment period specified in this notice that a public hearing be held to consider this application.Requests for public hearings shall state with particularity the reasons for holding a public hearing.

Endangered Species: Preliminary determinations indicate that the described activity will not affect endangered species. Consultation under Section 7 of the Endangered Species Act of 1973 (87 Stat. 844) is not required for the described activity.

Cultural Resources: An initial evaluation of the proposed project area indicates that to the best of our knowledge, the described activity is not located on property registered or eligible for registration in the latest published version of the National Register of Historic Places.At this time the Corps is unaware of any cultural resource surveys of the project area.

This notice has been provided to the State Historic Preservation Office, interested Native American Indian tribes, and other interested parties. If you have information pertaining to cultural resources within the permit area, please provide this information to the Corps’ project manager (identified above in this notice) to assist in a complete evaluation of potential effects.

Evaluation: The decision whether to issue a permit will be based on an evaluation of the probable impact including cumulative impacts of the described activity on the public interest.That decision will reflect the national concern for both protection and utilization of important resources.The benefit, which reasonably may be expected to accrue from the described activity, must be balanced against its reasonably foreseeable detriments. All factors, which may be relevant to the described activity will be considered including the cumulative effects thereof; among those are conservation, economics, aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife values, flood hazards, floodplain values, land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, consideration of property ownership and, in general, the needs and welfare of the people.

The Corps is soliciting comments from the public; Federal, state, and local agencies and officials; Indian tribes; and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects, and the other public interest factors listed above.Comments are used in the preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity.

Additional Requirements: State law requires that leases, easements, or permits be obtained for certain works or activity in the described waters. These state requirements must be met where applicable, and a Department of the Army permit must be obtained before any work within the applicable Statutory Authority previously indicated may be accomplished. Other local governmental agencies may also have ordinances or requirements, which must be satisfied before the work is accomplished.

NWP-2013-210

Page 1 of 10

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NWP-2013-210 ­ The O'Ryan Ranches LLC Wickiup Creek, near Prineville, Crook County, Oregon Sections 18 & 19 of Township 15 South, Range 19 East (44.26137o N/120.50022o W)

Project Location Wickiup Creek

NWP-2013-210

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Page 7 of 10

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APPLY AT A RATE OF 1 POUND PER 1000 SQ. FT OR PER SUPPLIER

35% GARNET MOUNTAIN BROME (BROMUS MARGENATIS), 20% IDAHO FESCUE (FESTUCA IDAHOENSIS), 20% BLUEBUNCH WHEATGRASS (PSEUDOROEGNERIA SPICATA), 15% SLENDER WHEATGRASS (ELYMUS TRACHYCAULUS), 10% SHERMAN BIG BLUEGRASS (POA SECUNDA)

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PLANTI NG DETAILS

WETLAND MITIGATION RESTORATION O'RYAN RANCH LLC CROOK CO, OREGON

WIKIUP MEADOWS

PLUG. 61NCHES OR LONGER

BALTIC RUSH

RUSH PLUGS: JUNCUS BALTICUS

I INLAND NORTHWEST NATIVE SEED MIX FROM PLANTS OF TH E WILD

PLUG. 6 INCHES OR LONGER

NEBRASKA AND/OR WATER SEDGE

STAKE, 3·4 FEET LONG, AT LEAST 1 INCH DIAMETER

SEDGE PLUGS: CAREX NEBRASCENSIS, AND /OR C. AQUATIUS

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SEED AT RATE SPECIFIED BY SUPPLIER AND ENGINEER

25% SLENDER RUS H (JUNCUS TENUOUS), 15% TUFTED HAIRGRASS (DCSCHAMPSIA CESPITOSA), 20% MEADOW BARLEY (HORDEUM BRANCHEANTHYRUM), 2S% NORTHWEST MANNAGRASS (GLVCERIA OCClDENTAUS), 15% AMERICAN SLOUGHGRASS (BECKMANNIA SYZIGACHNE)

HERITAGE WETLAND SEED COLLECTION MIX FROM PLANTS OF THE WILD

WILLOW STAKES: SALIX BOOTH!!, AND/OR S. GEYER lANA, AND/OR S. LEMON I!

PLUG. 6 INCHES OR LONGER

PLUG. 6 INCHES OR LONGER

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PLUG. 61NCHES OR LONGER

PLUG. 6 INCHES· OR LONGER

BUR-REED PLUGS: SPARGANIUM EMERSUM, ANO/ORS. EURYCARPUM

RUSH PLUGS: JUNCUS BALTICUS

PLUG. 6 INCHES OR LONGER

SEED AT RATE SPECIFIED BY SUPPLIER AND ENGINEER

SMALL·FRIUTED BULRUSH, AMERICAN THREE-SQUARE, HARD-STEMMED BULRUSH, SOFT-STEMMED BULRUSH

BALTIC RUSH

BULRUSH PLUGS: SCIRPUS MICROCARPUS, AND/OR SCHOENOPLECTUS AMERICAN US, AND/OR SCHOENOPLECUS PUNGENS, VAR LONGISPICATUS, AND/OR SCH. VALIOUS, AND/OR SCH ACUTUS

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WATER SEDGE

SMALL·FRIUTED BULRUS H, AMERICAN THREE-SQUARE, HARD-STEMMED BULRUSH, SOFT-STEMMED BULRUSH

HERITAGE WETlAND SEED COLLECTION MIX FROM PLANTS OF THE WILD

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SEDGE PLUGS: CAREX NEBRASCENSIS, AND /OR C. AQUATILIS

BULRUSH PLUGS: SCIRPUS MICROCARPUS, AND/OR SCHOENOPLECTUS AMERICAN US, AND/OR SCHOENOPLECUS PUNGENS, VAR LONGISPICATUS, AN 0/0R SC~VALIDUS, AND/OR SCH ACUTUS

PROPOSED SPECIES· COMMON NAME

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PROPOSED SPECIES- SCIENTIFIC NAME

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Page 8 of 10

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WIKIUP MEADOWS

YEAR 5 SUCCESS CRI TERIA (2018) PERFORMANCE STANDARD 5.1 NATIVE COVER IMLL REACH 95 PERCENT ABSOLUTE COVER WTHIN THE PLANTING AR EAS BY THE END OF YEAR 4. PERFORMANCE STANDARD 5 :! THE PERCENTAGE OF THE ABSOLUTE AREA COVERED BY INVASIVE SPECIES (EG., REED CANARYGRASS AND HIMALAYAN BLACKBERR Y) WLL NOT EXCEED 15 PERCENT II~ 10 PERCEtiT OR MORE OF THE SAMPLE PL.OTS'MTHIN THE EMERGENT\IVETLAND. PERFORMANCE ST ANOARD 5.3 SATURATION WTHIN THE UPPER 121NCHES OF THE SOIL COLUMN OR INUNDATION ('M;TLAND HYDROLOGY AS DEFINED IN THE CORPS OF ENG INEERS (:2008] WETLAND DELINEATION MANUAL) W LL BE OBSERVED THROUGH EXCAVATION OF AN 18-INCH DEEP HOLE AT EACH SAMPLE PLOT DURING THE SPRING GROVVING SEASON. PERFORMANCE STANDARD 5.4 WCTlAND HYDROLOGIC. WATER QUAUTY, AND H..t\BITAT FUNCTIONS WLL BE MODERATE TO HIGH BASED ON THE OREGON RAPID WETLAND ASSESSMENT PROTOCOL (AD"MUS ET ..O.L . :!010) AND BEST PROFESSI Ot~AL JUDGMENT

YEAR 4 SUCCESS CRITERIA (2017) PERFORMANCE STANDARD 4,1 NATIVE COVER 'MLL REACH 90 PERCENT ABSOLUTE COVER 'MTHIN THE PLANTING AR EAS BY THE END OF YEAR 4. PERFORMANCE STANDARD 4 2 THE PERCENTAGE OF THE ABSOLUTE AREA COVERED BY INVASIVE SPECIES {E.G., REED CANARYGR.t.SS AND HIMALAYA.N BLACKBERR Y) VvlLL NOT EXCEED 15 PERCENT IN 10 PERCEI'IT OR MORE OF THE SAMPLE PLOTSWTHIN THE EMERGENT \fo/ETLAND. PERFORMANCE ST AtJOARD 4.3 SATURATION WTHIN THE UPPER 12 JNCHES OF THE SQJL COLUMN OR INUNDATION (V'.-1:TLAND HYDROLOGY AS DEFINED IN THE CORPS OF ENGINEERS [2008] WETLAND DELINEATION MANUAU WLL BE OBSERVED THROUGH EXCAV.t.T!ON OF AN 18-INCH DEEP HOLE AT EACH SAMPLE PLOT DURING THE SPRING GROVvlNG SEASON

YEAR 3 SUCCESS CRITERIA (2016) PERFORMANCE STA~~DARD 3.1 NATIVE COVER IMLL REACH 80 PERCENT ABSOLlJTE COVER WTHIN THE PLANTING AREAS BY THE END OF YEAR 3 PERFORMANCE STANDARD 3.2 THE PERCENTAGE OF THE ABSOLUTE AAEA COVERED BY INVASIVE SPECIES (E.G., REED CANARYGRASS AND HIMALAYAN BLACKBERRY) WLL NOT EXCEED 15 PERCENT IN 10 PERCENT OR MORE OF THE SAMPLE PLOTS WTHIN THE EMERGENT W'ETLAND. PERFORMANCE STANDARD 3.3 SATURATION Vvl THIN THE UPPER 1:! I~JCHES OF THE SOIL COLUMN OR INUNDATION (Y\'ETLANO HYDROLOGY AS DEFINED IN THE CORPS OF ENGINEERS [1006) VvETLAND DELINEATION MAtiUAL) IMLL BE OBSERVED THROUGH EXCAVATION OF AN 18-INCH DEEP HOLE AT EACH SAMPLE PLOT DURit-K; THE SPRING GROVvlNG SEASON

1'

YEAR 2 SUCCESS CRITERIA (2015) PERFORMANCE STANDARD 2.1 NATIVE COVER 'MLL REACH 40 PERCENT ABSOllJTE COVER WTHIN THE PLANTING AREAS BY THE END OF YEAR :! PERFORMANCE ST ArJDARD 2.2 THE PERCENTAGE OF THE ABSOLUTE AREA COVERED BY INVASIVE SPECIES (E.G .. REED CANARYGRASS AND HIMALAYAN BLACKBERRY) WLL NOT EXCEED PERCENT 'MTHirJ THE CREATED WETLAND PERFORMANCE STANDARD 2 3 SATURATION WTHIN THE UPPER 1:!1NCHES OF THE SOIL COLUMN OR INUNDATION (VYETLAND HYDROLOGY AS DEFINED IN THE CORPS OF ENGINEERS (:Xl08] WETLAND DELINE.ATION MANUAU IMLL BE OBSERVED THROUGM EXCAVATION OF AN 18-INCH DEEP HOLE AT THREE SAMPLE PLOTS.

1

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YEAR 1 SUCCESS CRITERIA (2014) PERFORMANCE STANDARD 1.1 BY THE END OF THE FIRST GROWJ'I.IG SEASON. 80 PERCENT OF THE PLANTED SPECIES VI/ILL HAVE SURVIVED OR W.LL BE REPLACED. PERFORMANCE STANDARD 1.2 THE PERCENTAGE OF THE ABSOLUTE AREA COVERED BY INVASIVE SPECIES (E.G , REEDCANARYGRASS AND HIMALAYAN BLACKBERRY) W.LL NOT EXCEED 15 PERCENT IMTHIN THE IAaLAND CREATION AREAS PERFORMANCE STAt-i CARD 1.3 AS A BASEWNE MEASUREMENT, SATURATION IMTHIN THE UPPER 1:!1NCHES OF THE SOIL COLUMN OR INUNDATION (VVETLAND HYDROLOGY AS DEFINED IN THE CORPS OF ENGINEERS {2008] WETLAND DELINEATION MANUAl_ FOR THE ARID WEST) WLL BE OBSER VED THROUGH EXCAVATION OF AN 1/~-INCH DEEP HOLE .t.T THREE SAMPLE PLOTSWTHIN THE \\'EfLAND DURING THE SUMMER GROWNG SEASON PERFORMANCE ST ANOARD 1,4 A FUNCTIONA-L ASSESSMENT OF THE CREATED WETLAND WLL BE COMPLETED IN THE 1ST YEAR AS A BASEliNE TO MEASURE FUNCTIONAL LIFT OF THE v..eTLAND OVER THE MONITORING PERIOD WETLAND HYDROLOGIC WATER OUAUTY , AND HABITAT FUNCTIONS WLL BE BASED ON THE OREGON RAPID WETLAND ASSESSMENT PROTOCOL (ADAMUS ET AL., 2010) AND BEST PROFESSIONA-L JUDGMENT AND RECORDED IN THE MONITORING REPORT.

PERFORMANCE STANDAROS THE PERFORMANCE STANDARDS FOR THE PROPOSEO RESTORATION PROJECT AAE PROVIDED ON·THIS PAGE. THE PERFORMANCE STANDARDS W.Ll BE USED TO MEASURE TME SUCCESS OF THE MITIGATION PROJECT W.TH THE OVERALL GOAL OF DETERMINING IF THE AAEAS MAVE DEVELOPED INTO NATIVE EMERGENT Vv'ETLA~~D AND IF THEY AR E PERFORMING A MODERATE TO HIGH LEVB.. OF HYDROLOGIC, WATER QUALITY, .t.NO HABITAT FUNCTIONS. THE OREGON RAPID 'WETLAND A.SSESSMENT PROTOCOL (,I.,DAMUS ET AL , ~10) l/v'ILL BE USED TO ASSESS THE LEVEL OF FUNCTIONS PROVIDED BY THE IAaLANO RESTORATION IN THE FINAL YEAR OF MONITORING.

MONITORING SETUP AND IMPLEMENTATION MONITORING WLL START IN THE SUMMER OF THE YEAR FOLLQIMJ'I.IG CONSTRUCTIOI., AND CONTINUE FOR~ YEARS AFTER CONSTRUcnON MONITORING WLL BE CONDUCTED DURING THE SUMMER LOW WATER FLOW SEASON 1/I.+IEN PLANTS ARE LEAFED OUT (AUGUST). REPRESENTATIVE SAMPLE PLOTS VvlTHIN THE CREATED 'WETLAND AREA 'MLL BE PERMANENTLY ESTABLISHED IN THE FIRST YEAR AND VvlLL BE SAMPLED IN YEAR 1 AND EACH SUBSEQUENT YEAR UNTIL YEAR 5 AFTER THE CONSTRUCTION. A MINIMUM OF THREE PERMANENT PHOTOGRAPHIC POINTS FOR THE CREATEDV'IaTLAND 'MLL BE ESTABLISHED AND MAPPED FOR INCLUSION IN THE MONITORING REPORTS PHOTOGRAPHS WLL BETAKEN EACH MONITORING YEAR AND INCLUDED IN EACH MONITORING REPORT. A REPORT PRESEI'JTING THE RESULTS OF THE o\40NITORING 'MLL 6E PROVIDED TO ODSL BY DECEMBER 31 OF EACH MONITORING YEAR AS REQUIRED BY ODSL ON-SITE OBSERVATIONS OF 1/I.+IETHER THE MITIGATION IS MEETING THE BELOW MENTIONED SUCCESS CRITERIA WLL BE RECORDED AND INCORPORATED INTO THE MONITORING REF'ORT.IF ANY AREAS ARE NOT MEETING THE SUCCESS CRITERIA. 0 RYAN RAHCH WLL BE NOTIFIED BY EMAIL WTHIN 1 WEEK P.FTER THE MONITORING SITE VI SIT. IF ODSL FINDS THAT THE PROPOSED PERFORMANCE STANDARDS ARE NOT MET OVER THE COURSE OF THE MOtJITORING AND BY THE 8'-IDOF THE FIFTH YEAR OF MONITORING, O'RY AN RANCHES LLC WLL DEVELOP A CONTINGeJCY PLAN IN COORDINATIOt~ 'MTH OOSL AS DIRECTED BY ODSL O' RYAN RANCHES LLC 'MLL MAKE THE NECESSARY MODIFICATIONS TO THE MITIGATION AAEA P.ND WLL CONTINUE TO MONITOR THE SITE UNTIL THESE FINAL SUCCESS STANDARDS ARE MET AND ODSL APPROVES THE MITIGATION.

MONITORINGIPERFORMANCE PLAN THE GOAL OF THE RESTORATION PLAN FOR WCKIUP MEADOINS RESERVOIR IS TO CREATE 1.45 ACRES OF 'M!TLAND MEADO'NS, EMERGENT 'v\ETLANDS AND SCRU&'SHRUB WETLANDS. TO REPLACE THE 065 ACRES OF IMPACTED 1/oJETLANOS, ~ICH IS DOMINATED BY NON- N.O.TIVE SPECIES AND MEETS THE CORPS OF ENGINEERS (1967) CRITERIA OF VIJETLANO. THISWLL BE A GREATER THAN 1 5·1 RATION OF CREATED TO IMPACTED VVETLANOS AREAS THE'NETLANO MITIGATION PROJECT WLL BE CONSTRUCTED COMMEt~SURATE Vv1 TH THE CONSTRUCTION OF THE O"M OURtr~G THE ASSOCIATED PLAI'ITI~ WINDOW AS REQUIRED BY OOSL THE RESTORATION PROJECT Wll BE MONITORED FOR 5 YEARS AFTER CONSTRUCTION TO ENSURE THAT THE RESTORATION MET ITS GOALS AND TO ENSURE COMPL.IANCEWTH THE AGREEMEI'fl"

NWP-2013-210

Page 9 of 10

ENCL

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CONSTRUCTED 10FT BEYOND THE ClOVvNSTREAM MOST POINT

CONTRACTOR SHALL PLACE GRUBBED TOP SOIL 1-:! FT THICK OVER ENTIRE DISTURBED AREA INCLUDING BORROW AREA At- ' BOTH DAM FACES PRIOR TO HYDROSEEOING. CONTRACTOR SHALL TRACK WALK PLACED TOP SOIL TO CREATE A SMOOTH UNIFORM SLOPE FOR HYDROSEEDING.

RUNOFF FROM DISTURBANCES UPSTREAM OF THE DAM FACE PRIORITY OF PHASING SHALL BE TO MINIMIZE THE DISTURBANCE TO ONLY IMiAT IS NESCISARY TO COMPLETE THE DAM LIFTS SUFFICIENTLY TO CONTAIN WATER.

TREATMENT. Ot.ICETHE L~ UFTS OF THE DAM HAVE BEEtI CONSTRUCTED. THE RESERVOIR SHALL BE USED TO CONTAIN

TO DISPERSION AND INFILTRATION LEVEL SPREADERS FOR

THE PROJECT SITE TURBID WATER SHALL BE PUMPED UPLAND

DISTURBANCE TO COLLECT TURBID WATER GENERATED IMTHIN

WIKIUP CREEK SHALL BE BYPASSED AROUtlD CONSTRUCTION AREA FOR TI-lE DURATION OF CONSTRUCTION.

WIKIUP MEADOWS

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CONTRACTOR SHALL HYDROSEEO EXPOSED FACES OF DAM. BORROW AREA, AND ADJACENT HILL SLOPES VVITH PERMANENT EROSON COtJTROL SEED MIX VVITH TACKJFIER AND HYDROMULCH SCARIFY TRACK WALKED SALVAGED TOP SOIL SURFACES TO 4 INCHES DEPTH. RACK SMOOTH AND REMOVE CLUMPS OR CLODS. APPI.. Y HYDRO SEED. SEED SHALL BE B. INLAND NATIVE SEED MIX FROM PLANTS OF THE 'MLD ANO REGREEN · APPLIED AT 70 LBSPER ACRE{INLANO NATIVE SEED MIX) AND 30 LBS PER ACRE (REGREEN) FERTILIZER SHALL BE BIOSOL OR APPROVED EQUAL AND APPLIED AT 1600 LBS PER ACRE HYOROMULCH SHALL BE MAT-FIBER PLUS OR APPROVED EOUAL AND APPUEO AT 500 LBS PER ACRE AT 10% MOISTURE CONTB-JT APPLY HYDROMULCH WTHIN 24 HOURS OF SEEDIFERTIUZER APPLICATION

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DURING CONSTRUCTION A SAND BAG DAM SHALL BE

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TESC PLAN

WETLAND MITIGATION RESTORATION O'RYAN RANCH LLC CROOK CO, OREGON

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NWP-2013-210

Page 10 of 10

ENCL

THE ESCP IS A VIOLATION OF

PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SCHEDULE A 8.C.II.(1)(0))

IDENTIFY. MARK AND PROTECT (BY FENCING OFF OR OTHER MEANS) C RITICAL RIPARI AN AREAS AND VEG ET A TIO~~ INCLUDING IMPORT ANT TREES AND ASSOCIATED ROOTING ZON ES. AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETVVEEN THE SITE AND SENSITIVE AR EAS (EG .. lfo.£TLANOS). AND OTHER AREAS TO BE PRESERVED. ESPECI ALLY IN PERIMETER AREAS. (SCHEDULE A. 8.C.I.(1) & (2))

PRESER VE EXISTING VEGET ATION AND RE·VEGETATEOPEN AREAS 'M-IEN PRACTICABLE BEFORE AND A FTER GRADING OR CONSTRUCTION. (SCHEDULE A.7.B.II1.(1))

EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE VEG ETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED. REPAIRED. AND PROMPT'L Y IMPLEMENTED FOLLOWING PROCEDURES ESTABUSHED FOR THE DURATION OF CONSTRUCTION. INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMINATER POLLUTION CONTROLS. (SCHEDULE A.7.D .I ANOA.8.C)

AF'PL Y TEMPORARY AND/OR PERMANENT SOIL STABIUZATION MEASURES IMMEDIATELY ON AU.. DISTURBED AREAS AS GRACING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. (SCHEDULE A.8.C.II.(2))

6.

7

8.

9

10.

WATER OR USE A SOIL·BINOlNG AG ENT OR OTHER OUST CONTROl. TECHNIQUE AS NEEDED TO AVOIOIMND-BlO\o\tl SOIL (SCHEDULE A 7.6 .111)

20. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SCHEDULE A.9.C .I)

19. CONSTRUCTION ACTIVITI ES MUST AVOID O R MINIMIZE EXCAVATION AND CR EATION OF BAR E GROUND DURING WET 'HEATHER (SCHEDULE A..7.A.I)

18. TEMPORARILY ST ABIUZE SOILS AT THE END OF THE SHIFT SEFORE HOliDAYS AN D VVEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES O F THE YEAR. (SCHEDULE A 7.8)

ELECTRO.COAGULATION, FLOCCULATION, FILTRATION, ETC .) FOR SEDI MENT OR OTHER POLLVTANT REMOVAL IS EMPLOYED, SUBMI T AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET. LOCATION OF 0150-iARGE DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFOREOPERAT1NG THE TREATMENT SYSTEM. OBTAIN P LAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCHEDULE A.9.0)

H. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE.

16. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABliSH VEGETATION MUST FOLLOW MANUFACTURER'S RECOM MENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION 'M-IEN USING TIME·RELEASE FERTIUZERS VV1THIN ANY WATER WAY RIPARIAN ZONE. (SCHEDUI.EA.9.B.III)

15

14. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS. VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE: OTHER CLEANING AND M.O.INTENANCE ACTI VI TIES: AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL. HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS 'NELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AN D GLUES FROM CONSTRUCTION OPERATIONS (SCHEDULE A.7.E .I.(2))

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SUBMISSION O F ALL ESCP REVISIONS IS NOT REQUIRED SUBMITTAL OF THE ESCP REVISIONS IS ONLY U~IDER SPECIFIC CONDITIONS (SCHEDULE A.12.C.III)

REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE THESE MEASU RES AS NEEDED TO COMPLY WTH ALL APPUCABlE LOCAL STATE, AND FEDER AL EROSION AND SEDIMENT CONTROL REGULATIONS (SCHEDULE A 8.C 11.(1)(C))

THE ESCP MEASURESSHO'v'o.-N ON THIS PLAN ARE MINIMUM

THE LOCAL MUNICIP ALITY. DURING INACTIVE PERIODS OF GREATER THAN SE VEN (7) CONSECUTIVE CALENDAR OA YS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. (SCHEDULE B.:!.A)

13. v-.+~erq TRUCKING SP.TURATEO SOILS FROM THE SITE. EITHER USE WATER·TIGHT TRUCKS OR DRAIN LOADS ON SITE (SCHEDULE A.7 0 .11. (3))

12. PREVENT TRACKING OF SEDIMENT ONTO PUBliC OR PRIVATE ROADS USING SNIPS SUCH AS: GRAVELED (OR PA VED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATEOONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PlACE PRIOR TO LAND-DISTURBING ACTIVITIES (SCHE DULE A 7 D 11.(1) AND A.a C.1(4))

11 . ESTABliSH MATERIAL AND WAST E STORAGE AREAS, AND OTHER NON-STORMINATER CONTROLS (SCHEDut.E A. 8.CI (7))

BY FIFTY PERCENT AND AT COMPLETION OF PROJECT (SCHEDULE A i C.lll & IV}

SEDIMENT BASINS AND SEOIME!NT TRAPS: REMOVE TR APPEO SEDIMENTS BEFORE DESIGN CAPACITY HAS SEEI.J REDUCED

OTHER SEOIMEtlT BARRIERS (SUCH AS BIOB'.GS) · REMOVE SEDIMENT BEFORE IT REACHES TV.O INCHES DEPTH ABOVE GROUND HEIGHT .'NO BEFORE 6MP REMOVAL (SCHEDULE A.9Cll}

THE ENTIRE SITE MUST BE TEMPORARILY ST ABILIZEO USING VEGETATION OR A HEAVY MUI.CH LAYER. TEMPORARY SEEDING . OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE. (SCHEDULE A.7 FI)

THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SE'-hRS OR DRAINAGE WAYS MUST NOT OCCUR . VACUUMING OR DR Y SoNEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS (SCHEDULE A. 9.BII)

ALL ESCP CONTROLS .AND PRACTICES MUST BE INSPECTED VISUALLY ONCE TO ENSURE THAT BMPS AR E IN VVQRKING ORDER PRIOR TO THE SITE BECOMING INACTIVE OR IN ANTICIPATION OF SITE INACCESSIBILITY AND MUST 6E INSPECTED VISUALLY ONCE EVERY TIM:J (2) WEEKS DURING INACTIVE PERIODS GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS. (SCHEDULE B 1.B.(Z) & (3))

PRACTICES UNTIL PERMANENT VEG ET ATION OR OTHER COVER OF EXPOSED AREAS IS ESTA6LISHEO. IDENTIFY THE TYPE OF VEGETATI VE SEED MIX USED (SCH EDULE A 7.6 .111)

30 00 NOT REMOVE TEMPORAR Y SEDIMENT CONTROL

RElEVA.NT AND ACCESSIBlE DISCHARGE POINT OR OOWISTREAM LOCATION DURING PERIODS IN \M-IlCH THE SITE IS INJ..CCESSIBlE CUETO l t~CLEMENTWEATHER . (SCHEDULE 6 .1 B.(4))

19 IF PRACTICAl.. INsPECTIONS MUST OCCUR OAJLYAT J.

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INSPECTOR MUST PERFORM DAILY INSPECTIONS OF THE BMPS AND DISCHARGE OUTFALLS 'M-IEN RAINFAlL .AND RUNOFF OCCUR RECORD THE INSPECTIONS AND OBSER VATIONS IN -'1 LOG TH.A.T IS ON SITE. (SCHEDULE B1B(1))

17 THE CESIGN ATED EROSION AND SEDIMENT CONTROL

THE SITE~ERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WTH A COVERING OF BLOW STRAW AND A TACKIFIER, LOOSE STR AW. OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL IJ\IORK RESUMES ON THAT PORTION OF THE SITE. (SCHEOVLE 11.7 F. II)

:?£. PROVI DE TEMPORARY STABILIZATION FOR THAT PORTION OF

25

24

::!3. W THIN ::!4 MOURS SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE. MUST BE REMEOIATEO INVESTIGATE THE CAUSE OF THE SEOMENT RB.EASE AND IMPI.EMEI'rr STEPS TO PREVENT A RECURREUCE OF THE OSCHARG E WITHIN THE SAME 2o4 HOURS AtN IN·STREAM CLEAI'.J UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DI VISION OF STATE LANDS REQUIRED TIMEFRAME. (SCHEDULE A.9.B.I)

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THE PERMIT (SCHEDULE A 8 A)

RET AJN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AG8iT, OR

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OR PRACTICES DESCRIBED

ALL PERMIT REGISTRANTS MUST IMPLEf.4ENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES

CONSTRUCTION PERSONNEL TH AT INCLUDES THE INSPECTOR TO DIS:::USS EROSION AN D SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. (SCHEDULE A.8C.L(3))

HOLD A PRE-CONSTRUCTION MEETING OF PROJECT

TECSNOTES

1,

TESC DETAILS

WETLAND MITIGATION RESTORATION O'RY AN RANCH LLC CROOK CO, OREGON

WIKIUP MEADOWS

PROVI DE PERMANB'~T EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS BECOME STABILIZED, UNLESS DOING SO CONFUCTSVV1TH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION MATERI ALS AND WAST E, INCLUDING SEOIME~ll RETAINED BY TEMPORARY BMPS. (SCHEDULE A.8.C.III)

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MAY2013

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