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Home My WebLink About20212976.tiffRESOLUTION RE: APPROVE IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS, AUTHORIZE CHAIR TO SIGN, AND ACCEPT COLLATERAL FOR ACCESS PERMIT, AP21-00535 - CEDAR CREEK II, LLC / BP WIND ENERGY NORTH AMERICA, INC. / CEDAR CREEK II WIND ENERGY, LLC WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, on May 19, 2010, the Weld County Board of Commissioners approved Use by Special Review Permit, USR-1723, for Cedar Creek II, LLC, do BP Wind Energy North America, Inc., Attn: David Gonzalez, 700 Louisiana Street, 33rd Floor, Houston, Texas 77002, for a Major Facility of a Public Utility (a wind energy facility with a generating capacity up to 250.8 megawatts [MW] along with a 230 -kilovolt [kV] electric transmission line, an interconnection facility to tie into an existing 72 mile transmission line, existing collector transmission lines, up to five [5] permanent 80 meter meteorological towers, one [1] substation, an operations and maintenance building/facility, along with one [1] temporary batch plant and construction facility) in the A (Agricultural) Zone District on the following described real estate, to wit: Wind Energy Facility: Section 6, Township 10 North, Range 57 West; Sections 1, 2, 3, 4, and 5, Township 10 North, Range 58 West; Sections 5, 6, 8, and 17, Township 11 North, Range 56 West; Sections 1, 2, 3, 5, 6, 7, 8, 9, 10, 11, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 26, 27, 28, 29, 30, 31, 32, and 33, Township 11 North, Range 57 West; Sections 3, 4, 10, 11, 12, 13, 14, 15, 16, 24, 25, 27, 34, and 36, Township 11 North, Range 58 West; Sections 28, 32, and 33, Township 12 North, Range 56 West; and Sections 34 and 36, Township 12 North, Range 57 West of the 6th P.M., Weld County Colorado Transmission Line: Sections 1, 2, 3, 4, 5, 7, 8, and 9, Township 10 North, Range 58 West; Sections 4, 9, 10, 11, and 12, Township 10 North, Range 59 West; Sections 5 and 6, Township 10 North, Range 59 West; Section 2, Township 10 North, Range 60 West; Section 7, Township 11 North, Range 57 West; Sections 12, 13, 24, 25, and 36, Township 11 North, Range 58 West; Sections 31 and 32, Township 11 North, Range 59 West; and Sections 35 and 36, Township 11 North, Range 60 West of the 6th P.M., Weld County, Colorado 4786327 Pages: 1 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII I�.rIL'R� iLlll�a'M+u�I��F N I�' LtiF�lS ��IYk �I II 4773483 Pages: 1 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clark and Reoorder, Weld County , CO lIII I r.�I�'RQ lii n h��'Rl' iei I� 6fhi kh�i�I i "III cc PL(TP/DR/5TM) I /L7/22 2021-2976 PL2059 IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT - CEDAR CREEK II, LLC / BP WIND ENERGY NORTH AMERICA, INC. / CEDAR CREEK II WIND ENERGY, LLC PAGE 2 WHEREAS, pursuant to certain Conditions of Approval, the Board has been presented with an Improvements and Road Maintenance Agreement According to Policy Regarding Collateral for Improvements between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, and Cedar Creek II, LLC, BP Wind Energy North America, Inc., and Cedar Creek II Wind Energy, LLC, with further terms and conditions being as stated in said agreement, and WHEREAS, the Board has been presented with two (2) bonds representing total collateral required for off -site improvements in the amount of $3,000,000.00, split evenly between the two funding parties, BP Wind Energy North America, Inc., in the form of Performance Bond #285067599, in the amount of $1,500,000.00, and Cedar Creek II Wind Energy, LLC, in the form of Performance Bond #285065197, in the amount of $1,500,000.00, both issued by Liberty Mutual Insurance Company, 175 Berkeley Street, Boston, Massachusetts 02116, and WHEREAS, after review, the Board deems it advisable to approve said agreement and accept said Performance Bonds as stated above, copies of which are attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Improvements and Road Maintenance Agreement According to Policy Regarding Collateral for Improvements between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, and Cedar Creek II, LLC, BP Wind Energy North America, Inc., and Cedar Creek II Wind Energy, LLC, be, and hereby is, approved. BE IT FURTHER RESOLVED that the two (2) bonds representing total collateral required for off -site improvements in the amount of $3,000,000.00, split evenly between the two funding parties, BP Wind Energy North America, Inc., in the form of Performance Bond #285067599, in the amount of $1,500,000.00, and Cedar Creek II Wind Energy, LLC, in the form of Performance Bond #285065197, in the amount of $1,500,000.00, both issued by Liberty Mutual Insurance Company, 175 Berkeley Street, Boston, Massachusetts 02116, be, and hereby are, accepted. BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized to sign said agreement. 4786327 Pages: 2 of 106 12/17/2021 02:55 PMCarly Koppes, Clerk d Recorder, e:$O.O0Weld County Co 1111 Ieen II ill 4773483 Pages: 2 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO liIIII��I�'�QKuii�11�E �I k� Ur+1iiJ4�'i�'�Gl �'I J 11111 2021-2976 PL2059 IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT - CEDAR CREEK II, LLC / BP WIND ENERGY NORTH AMERICA, INC. / CEDAR CREEK II WIND ENERGY, LLC PAGE 3 The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 20th day of October, A.D., 2021. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST:dia./O4:A Weld County Clerk to the Board ni .uCAN-tik- Deputy Clerk to the Board APP' • ' ED AS County orney Date of signature:' 4786327 Pages: 3 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO HVAN 'Wvh 1I II 1 4773483 Pages: 3 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII�1RW�'h'��'h�Lh�Y':I�Y�a�iFK�� I III Steve reno, Chair Scott . James, Pro-Tem Perry L. Buck Ike Freeman EXCUSED Lori Saine 2021-2976 PL2059 BOARD OF COUNTY COMMISSIONERS PASS -AROUND REVIEW PASS -AROUND TITLE: BOCC Agenda Item - Approve Improvements and Road Maintenance Agreement for: Cedar Creek II, LLC — AP21-00535 DEPARTMENT: Planning Services DATE: September 21, 2021 PERSON REQUESTING: Jazmyn Trujillo -Martinez Brief description of the problem/issue: The Departments of Planning Services and Public Works received a request from the applicant, Cedar Creek II, LLC, requesting that the Board of County Commissioners consider approving the Improvements and Road Maintenance Agreement for (AP21-00535). Collateral in the amount of $2,934,380.00 is required with this agreement for off -site improvements. Collateral has been provided in the amount of $3,000,000.00 in the form of two bonds, split evenly between the two funding parties, BP Wind Energy North America, Inc (Performance Bond, Bond No. 284067599, issued by Liberty Mutual Insurance Company, 175 Berkeley Street, Boston, MA 02116) and Cedar Creek II Wind Energy, LLC (Performance Bond, Bond No. 285065197, issued by Liberty Mutual Insurance Company, 175 Berkeley Street, Boston, MA 02118). Weld County Public Works, Planning Services and the County Attorney's Office have reviewed the above mentioned signed original document and observed the following: • All Public Works related items, of the "Improvements & Road Maintenance Agreement According To Policy Regarding Collateral For Improvements", are found to be acceptable. This Agreement complies with the terms of the Access Permits, as issued by Planning Services. What options exist for the Board? (include consequences, impacts, costs, etc. of options): 1. Have this BOCC Hearing item be placed on the next available agenda as part of the Consent Agenda. 2. Have this BOCC Hearing item be placed on the next available agenda as part of the Regular Agenda. Recommendation: Option 2. The Departments of Public Works, Planning Services and the County Attorney's Office are recommending approval of the Improvements & Road Maintenance Agreement According To Policy Regarding Collateral For Improvements for AP21-00535, and that this item be placed on the next regularly scheduled BOCC Hearing, as part of the Regular Agenda. Approve Recommendation Perry L. Buck Mike Freeman Scott K. James, Pro -Tern Steve Moreno, Chair Lori Seine Schedule Work Session Other/Comments: 2.021-2976 1O/0�O PL 0059 Bond No. 285067599 PERFORMANCE BOND FOR BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY, COLORADO KNOW ALL PERSONS BY THESE PRESENTS, that (name)BP Wind Energy North America, Inc., (address)201 Helios Way, Houston, TX 77079, a (corporation, limited liability company, etc.)Corporation, organized under the laws of the State of Delaware, with its principal office located at (address) 201 Helios Way, Houston, TX 77079, hereinafter called "Principal", and (name of surety)Liberty Mutual Insurance Company, of (address of surety)175 Berkeley Street, Boston, MA 02116, hereinafter called "Surety" are held and firmly bound unto Board of County Commissioners of Weld County, Colorado, on behalf of Weld County, Colorado, hereinafter called "Obligee" in the full and penal sum of One Million five hundred thousand and 00/100 ---Dollars ($1,500,000.00), lawful money of the United States for the payment of which well and truly made, we bind ourselves, our heirs, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the above -bound Principal has obtained or is about to obtain from the Obligee a land use permit, namely (insert the specific permit and number - USR, SPR etc) AP21-00535 , and pursuant to the requirements of said permit, has entered into an Improvements Agreement, dated , with Obligee, and WHEREAS, The Improvements Agreement requires Principal to obtain a performance bond in an amount equal to the total cost of the improvements for which Principal is responsible and naming Obligee as beneficiary, and WHEREAS, the value of improvements for which Principal is responsible equals One Million five hundred thousand and 00/100 --- Dollars, ($1,500,000.00), and WHEREAS, at completion of the Project Collateral phase of the Agreement, the amount of this Bond shall be reduced, by rider, to 15% of the original amount throughout the Warranty Collateral phase of the Bond, and shall be held in total by the County for two (2) years following its written acceptance of the improvement(s). NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if Principal shall well, truly and faithfully perform its duties, and all of its undertakings, covenants, terms, and conditions as set forth in the Improvements Agreement, and if Principal shall satisfy all claims and demands set forth in said agreement, and shall fully indemnify and save harmless Obilgee from all costs and damages which it may suffer by reason of Principal's failure to perform as agreed, and shall reimburse and repay Obligee all outlay and expense which Obligee may incur in making good any default, then this obligation shall be null and void; PROVIDED FURTHER, that if Principal shall default in any of its obligations set forth in the Improvements Agreement, and thereafter fail to fully indemnify and save harmless Obilgee from all costs and damages which it may suffer by reason of said default, this obligation shall remain in full force and effect; PROVIDED FURTHER, regardless of the number of years this Bond is in force, or the number of continuation certificates issued, the liability of the Surety shall not be cumulative in amounts from period to period and shall in no event exceed the amount set forth above, or as amended by rider; PROVIDED FURTHER, that Surety, for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Improvements Agreement to the work to be performed thereunder, shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Improvements Agreement. PROVIDED FURTHER, this bond is NONCANCELLABLE, and shall renew annually automatically, from the date of this bond until its release by Obligee, to guarantee that Principal shall well, truly and faithfully perform its duties, and all of the undertakings, covenants, terms, and conditions set forth in the Improvements Agreement, and any extensions thereof which may be granted by Obligee with or without notice to Surety. The parties to this Performance Bond acknowledge that through the Improvements Agreement, Obligee reserves the right to require Principal to obtain a different Performance Bond from a financial institution other than Surety in the event that the rating of Surety by AM Best falls below a B+ rating. IN WITNESS WHEREOF, this instrument is executed in four (4) counterparts, each one of which shall be deemed an original, this 17th day of September, 2021. BP Wiri 7'nergy North America, Inc. Principal Secretary/Witness (SEAL) AON Risk .olutions ga Attorney -in -Fact ss as to Surety Pr' 1 1/P e`sZ ��.►s J Title Liber By: Sandra M. Winsted, Attorney -in -Fact Mutual Insurance Company 20East Randolph Street 175 Berkeley Street A•dress Address Chicago, Illinois 60601 Address Boston, MA 02116 Address IMPORTANT: Surety company executing bond must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State of Colorado. Bond must be accompanied with Attorney -in Fact's authority from the surety company certified to include the date of the bond. Liberty Mutual® SURETY This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY Certificate No: 8205928-285057 KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Christina L. Sandoval; Diane M. O'Leary; James B. McTaggart; Jennifer L. Jakaitis; Jessica B. Dempsey; Judith A. Lucky-Eftimov; Kristin L. Hannigan; Roger Paraison; Samantha Chierici; Sandra M. Nowak; Sandra M. Winsted; Susan A. Welsh all of the city of Chicago state of IL each individually if there be more than one named, its true and lawful attorney -in -fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 9th day of July , 2021 . By: State of PENNSYLVANIA County of MONTGOMERY ss Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company David M. Carey, Assistant Secretary On this 9th day of July , 2021 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. Commonwealth of Pennsylvania - Notary Seal Teresa Pastella, Notary Public Montgomery County My commission expires March 28, 2025 Commission number 1126044 Member, Pennsylvania Association of Notaries By: ipvadj Ltez, areas Pastella, Notary Public eresa Public This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV — OFFICERS: Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney -in -fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XIII — Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in - fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 1-1 day o By: Renee C. Llewellyn, Assistant Secretary (A� W O C U CO C •— = CE Off, C6 U a) 74) d0 >— Cf6 O N Q O OO L O N (29 O N ace) , 00 -a C CD a)= C U O a) - Cl) t0 oW LLO- LMS-12873 LMIC OCIC WAIC Multi Co 02/21 Bond No. 285065197 PERFORMANCE BOND FOR BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY, COLORAD KNOW ALL PERSONS BY THESE PRESENTS, that Cedar Creek II Wind Energy, LLC, 1 Riverside Plaza, Columbus, OH 43215, a limited liability company, organized under the laws of the State of Delaware, with its principal office located at 1 Riverside Plaza, Columbus, OH 43215, hereinafter called "Principal", and Liberty Mutual Insurance Company, of 175 Berkeley Street, Boston, MA 02116, hereinafter called "Surety" are held and firmly bound unto Board of County Commissioners of Weld County, Colorado, on behalf of Weld County, Colorado, hereinafter called "Obligee" in the full and penal sum of One Million Five Hundred Thousand and 00/100 ---Dollars ($1,500,000.00), lawful money of the United States for the payment of which well and truly made, we bind ourselves, our heirs, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the above -bound Principal has obtained or is about to obtain from the Obligee a land use permit, namely AP21-00535, and pursuant to the requirements of said permit, has entered into an Improvements Agreement, dated September 17, 2021, with Obligee, and WHEREAS, The Improvements Agreement requires Principal to obtain a performance bond in an amount equal to the total cost of the improvements for which Principal is responsible and naming Obligee as beneficiary, and WHEREAS, the value of improvements for which Principal is responsible equals One Million Five Hundred Thousand and 00/100---, ($1,500,000.00), and WHEREAS, at completion of the Project Collateral phase of the Agreement, the amount of this Bond shall be reduced, by rider, to 15% of the original amount throughout the Warranty Collateral phase of the Bond, and shall be held in total by the County for two (2) years following its written acceptance of the improvement(s). NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if Principal shall well, truly and faithfully perform its duties, and all of its undertakings, covenants, terms, and conditions as set forth in the Improvements Agreement, and if Principal shall satisfy all claims and demands set forth in said agreement, and shall fully indemnify and save harmless Obilgee from all costs and damages which it may suffer by reason of Principal's failure to perform as agreed, and shall reimburse and repay Obligee all outlay and expense which Obligee may incur in making good any default, then this obligation shall be null and void; PROVIDED FURTHER, that if Principal shall default in any of its obligations set forth in the Improvements Agreement, and thereafter fail to fully indemnify and save harmless Obilgee from all costs and damages which it may suffer by reason of said default, this obligation shall remain in full force and effect; PROVIDED FURTHER, regardless of the number of years this Bond is in force, or the number of continuation certificates issued, the liability of the Surety shall not be cumulative in amounts from period to period and shall in no event exceed the amount set forth above, or as amended by rider; PROVIDED FURTHER, that Surety, for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Improvements Agreement to the work to be performed thereunder, shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Improvements Agreement. PROVIDED FURTHER, this bond is NONCANCELLABLE, and shall renew annually automatically, from the date of this bond until its release by Obligee, to guarantee that Principal shall well, truly and faithfully perform its duties, and all of the undertakings, covenants, terms, and conditions set forth in the Improvements Agreement, and any extensions thereof which may be granted by Obligee with or without notice to Surety. The parties to this Performance Bond acknowledge that through the Improvements Agreement, Obligee reserves the right to require Principal to obtain a different Performance Bond from a financial institution other than Surety in the event that the rating of Surety by AM Best falls below a B+ rating. IN WITNESS WHEREOF, this instrument is executed in four (4) counterparts, each one of which shall be deemed an original, this 17th day of September, 2021. Cedar Creek II Wind Energy, LLC Principal ,. DocuSigned by: $av'al. 14.1igh.Ustu, c426cccmraoaoa... Witness (SEAL) 775 Yard Street, Suite 200 Columbus, OH 43212 Address as to Surety By: T—DocuSigned by: 206 A4.014001. VP Title Liberty Mutual Insurance Company Surety By: L-a,/,(A‘ Le Paula M. Eby, Attorney- Fact 175 Berkeley Street Boston, MA 02116 Address IMPORTANT: Surety company executing bond must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State of Colorado. Bond must be accompanied with Attorney -in Fact's authority from the surety company certified to include the date of the bond. This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Not valid for mortgage, note, loan, letter of credit, bank deposit, currency rate, interest rate or residual value guarantees. For bond and/or Power of Attorney (POA) verification inquiries, please call 610-832-8240 or email HOSUR@iibertymutual.com. Liberty Mutual. SURETY Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint,Paula M. Eby of the city of Columbus , state of OH its true and lawful attorney -in -fact, with full power and authority hereby conferred to sign, execute and acknowledge the following surety bond: Principal Name: Cedar Creek II Wind Energy, LLC Obligee Name: Board of County Commissioners of Weld County, Colorado Bond Amount: See Bond Form Surety Bond Number: 285065197 IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 12?^ day of March, 2021. By: STATE OF PENNSYLVANIA ss COUNTY OF MONTGOMERY The Ohio Casualty Insurance Company Liberty Mutual Insurance Company Wesjt4merican Insurance Company Davidy, Assistant Secretary On this 12th day of March, 2021, before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Kino of Prussia. Pennsylvania. on the day and vear first above written. -‘1��'ySYL�P��t 11y p0Member, Pennsylvania Association of Notaries This Power ofAttomeytistnade and executed pursuant to and by authority of the following By-laws and Authorizations of Liberty Mutual Insurance Company, I he Ohio Casualty Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV — OFFICERS — Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. My power or authority granted to any representative or attorney - in -fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XIII — Execution of Contracts — SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fad, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in - fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consentof the Companys Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, of Liberty Mutual Insurance Company, The Ohio Casualty Insurance Company, and West American Insurance Company do hereby certify that this power of attorney executed by said Companies is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 17th day of September 2021 • Commonwealth of Pennsylvania - Notary Seal Teresa Paste8a, Notary Public Montgomery County My commission expires March 28, 2025 Commission number 1126044 By: /,e4 Teresa Pasteila, Notary Public By: Renee C. Llewellyn, Assistant Secretary IMPROVEMENTS & ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS Cedar Creek II, LLC. - AR21-00535 THIS AGREEMENT is made this day of 202 % , by and between Cedar Creek II, LLC, a limited liability company organized under the aw� State of Colorado, whose address is 201 Helios Way, Houston, Texas 77079, hereinafter referred to as "Property Lessee," authorized to do business in the State of Colorado, the County of Weld, a body corporate and politic of the State of Colorado, by and through its Board of County Commissioners, whose address is 1150 "O" Street, Greeley, Colorado 80631 hereinafter referred to as "County", and BP Wind Energy North America, Inc., a corporation organized under the laws of Delaware with a principal place of business at 201 Helios Way, Houston, Texas 77079 ("BP") and Cedar Creek II Wind Energy, LLC, a limited liability company organized under the laws of Delaware with a principal place of business at 1 Riverside Plaza, 29th Floor, Columbus, Ohio 43215 ("AEP"). BP and AEP will be referred to collectively as the "Funding Parties". WITNESSETH: WHEREAS, Property Lessee is the lessee of the following described property in the County of Weld, Colorado: Wind Energy Facility: Section 6, Township 10 North, Range 57 West Sections: 1, 2, 3, 4, 5, Township 10 North, Range 58 West Sections: 5, 6, 8, 17, Township 11 North, Range 56 West Sections:1-3, 5-11, 14-23, 26-33, Township 11 North, Range 57 West Sections: 3, 4, 10-16, 24, 25, 27, 34, 36, Township 11 North, Range 58 West Sections: 28, 32, 33, Township 12 North, Range 56 West Sections: 34, 36, Township 12 North, Range 57 West of the 6th P.M., Weld County, Colorado. hereinafter referred to as "the Property," and 2 O U c� 0 U — (D v4 ca, On •oso. LL KKK=� � an. eo e r No all WHEREAS, Property Lessee has received the Department of Planning Services conditional approval of AP21-00535 ("Permit"), and WHEREAS, Property Lessee acknowledges that the final approval of AP21-00535 is conditional upon Property Lessee's funding and/or construction of the off -site improvements and road maintenance described in this Agreement and depicted in the following incorporated exhibits: Exhibit A - Off -Site Costs of Construction, Exhibit B - Off -Site Construction Schedule, Exhibit C — Construction Plans, Exhibit D — Plat Map, Exhibit E — Decommissioning Plan, Exhibit F — Haul Route Map, Exhibit G - Stockpiles, and Exhibit H — Gravel Roads Maintenance and Reclamation Plan, and WHEREAS, Property Lessee acknowledges it may not operate and County will not finalize AP21-00535 until said improvements have been completed and accepted by County, and Cedar Creek II, LLC - AP21-00535 - OFFSIA21-0005 ---1of16 4773483 Pages: 4 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Reoorder, Weld County , CO llll Ailkli:Or ilinP40101216'6 "Ill 02,00,21-0297 WHEREAS, Property Lessee acknowledges that pursuant to the provisions of Weld County Code, the failure to commence construction of the improvements outlined herein within one (1) year of the approval and issuance of AP21-00535 may result in the rescinding of AP21-00535, upon consideration and order of the Department of Planning Services, and WHEREAS, the parties agree that the Property Lessee shall provide collateral for off -site improvements as required by this Agreement when the Board of County Commissioners (BOCC) approves this Agreement, and WHEREAS, Property Lessee acknowledges that the Permit is conditional upon, inter alia, Property Lessee's construction of certain improvements to certain County Roads (the "County Roads") which are necessary for Property Lessee's construction of their project and which are more particularly described on the attached Exhibit C, as well as certain improvements to the Property (the "On -Site" Improvements) as more particularly described in the attached Exhibit C, and WHEREAS, the parties agree that except as set forth herein, Property Lessee shall not be required to commence construction of the off -site road improvements, as herein defined, until Property Lessee receives a permit for grading and/or a Right -of -Way Use (ROW) Permit from County, and WHEREAS, the parties agree that Property Lessee shall be responsible for damages their project causes to County Rights -of -Way, including the County Roads, and agrees to keep them open and passable for public use, all as contemplated herein, and WHEREAS, the Funding Parties are the indirect parent companies of the Property Lessee and will be responsible for all financial obligations of the Property Lessee under this Agreement. NOW, THEREFORE, IN CONSIDERATION OF the foregoing and of the promises and covenants contained herein, the parties hereto promise, covenant, and agree as follows: PART I: SITE SPECIFIC PROVISIONS 7 MZE O 1 Uy et03y wi Ca r.Z O VL LLv maso mil a -a NN�^ N c0 CV `r▪ aa •`N L A. Off -Site Improvements (as required by the BOCC): The Property Lessee shall be responsible for the construction of certain off -site safety improvements as identified by the USR hearing Resolution, which may include, but are not limited to: construction of adequate turning radii of sixty-five (65) feet at the main entrances and exits which extend into County road ROW connecting to the County road system, and off -site drainage and signage installations, as indicated on the accepted Exhibit D and future Exhibit C, as required. On -site improvements that create more run-off than the historical amount may require off - site drainage improvements to roads and ROWs. Any approved access point(s) improvements will include standard County approved tracking control, and may include a double cattle guard set (one right after the other), placed back to back across the entire width of the access, to ensure a complete revolution of the truck tires in order minimize the tracking of mud and debris onto the adjacent County road. 1.0 Road Improvements Defined. The "Road Improvements" shall mean those improvements to County Roads that are required by Property Lessee in order to construct its project, all as more particularly described on Exhibit C. By way of example, the Road Improvements will generally consist of grading, improvements to the turning radii as designated intersections, improvements to existing cattle guards, and the installation of warning signs at designated locations. Upon completion of the project, or a portion thereof which will no longer utilize a portion of the County Roads for construction purposed, the Road Improvements shall include the return of the County Roads to their pre -project condition as evidenced by the pre -construction survey required in Section D.3.0., except as may otherwise be agreed to by County. Cedar Creek II, LLC - AP21-00535 - OFFSIA21-0005 Page 2 of 16 U U :9 -ft {OO 33 mm • 40- O1. 0 LLti ' a a n L a_ In o 0 N PI 02 N o N m_. a NN• Lm er.-.U- 2.0 Road Improvements Responsibilities. Property Lessee is solely responsible for the required off -site designated improvements. These responsibilities may include but are not limited to the following: design, surveys, utility locates, acquisition of ROW(s), dedication of ROW(s), ROW and Access Permits and fees, coordination with oil and gas operators and facilities and affected irrigation facilities, and utilities, traffic control, and project safety during construction. Property Lessee shall obey all applicable regulations issued by the Occupational Safety and Health Administration (OSHA), Colorado Department of Transportation (CDOT), the Colorado Department of Public Health and the Environment (CDPHE), and other federal, state, or county regulatory agencies. 3.0 Cost of Construction Exhibit. The cost of construction estimates (engineer's estimate) identified as Exhibit A shall be submitted when triggered. The Property Lessee shall detail the costs used in determining the collateral requirement for the off -site improvements related to the development. A registered Colorado Engineer must sign and stamp the construction cost Exhibit A. If more than three (3) years have passed since the last construction cost estimate was provided, the Property Lessee shall provide an updated construction cost estimate prior to the start of construction. 4.0 Construction Schedule Exhibit. Exhibit B shall be provided when triggered by the Property Lessee, and indicating the construction schedule for off -site improvements, including an anticipated completion date. Property Lessee shall not commence construction of any improvements, record plat, or receive any permitting prior to approval of this Agreement. Exhibit C shall be provided when triggered by the Property Lessee and indicating the receipt of the appropriate Grading Permit, Access Permit, and/or ROW Permit, if applicable. Property Lessee shall substantially complete all improvements in accordance with Exhibit C in order to request the warranty period begin. In the event that the construction schedule is not current, the Property Lessee shall submit a revised construction schedule. 5.0 Off -Site Improvements Collateral. As required, collateral is accepted and released by the BOCC pursuant to the Weld County Code. Additional information about collateral is outlined in Part II.B of this Agreement. 6.0 As -Built Plans. "As -built" plans shall be submitted at the time the letter requesting release of collateral is submitted or once the Property Lessee has completed improvements as described in Part II.B, Subsection 3.2.3, of this Agreement. Property Lessee shall also provide an electronic copy of the as -built drawings. The as -built drawings shall be stamped, signed, and dated by a licensed and registered Professional Land Surveyor or Professional Engineer. B. On -Site Improvements: 1.0 On -Site Improvements Defined. The On -Site Improvements shall mean those improvements to the Property described in Exhibit C. 2.0 On -Site Improvements Responsibilities. Property Lessee is solely responsible for the cost and construction of required On -Site Improvements and any expenses associated therewith. These go•. responsibilities may include but are not limited to the following, as applicable: design and construction of the On -Site Improvements, surveys, utility locates, ROW clearances and permits, coordination with oil and is .m3 gas operators and facilities and affected irrigation facilities and utilities, traffic control, and project safety during construction. On -Site Improvements construction shall be in accordance with all applicable uLL o regulations issued by OSHA, CDOT, CDPHE, and other federal, State, or County regulatory agencies. • �26,a• 3.0 On -Site Improvements Construction Standards. All construction and materials for the On -Site ia EA Improvements shall conform to the standards and specifications for the On -Site Improvements set forth in o� a Exhibit C. ti;( -73 N ?Le -me Cedar Creek II, LLC — AP21-00535 - OFFSIA21-0005 ooNoPage 3 of 16 Z... 'U 4.0 Decommissioning Plan. Each party hereto agrees that the project shall be decommissioned, and security therefore shall be provided, in accordance with the terms and conditions set forth in Exhibit E. C. Haul Routes. The Property Lessee shall be financially responsible for its proportional share of the associated costs for maintaining and/or improving designated haul/travel routes on the terms set out below in this Section C and Section D. 1.0 Haul Routes. The following roads are designated as haul/travel routes for the Property: 1.1 Property Lessee shall take reasonable steps to prevent heavy truck and equipment traffic associated with the project form using any County Roads other than those shown on the attached Exhibit F, and any changes there to under Section C.4.0, below (the "Approved Haul Routes"). 1.2 Property Lessee recognizes that first use priority to certain Approved Haul Routes belongs to the United States Air Force as approved Defense Access Roads (DAR). 2.0 Weight Limits. No travel vehicles may exceed CDOT required specifications for pounds -per -axle and axle configurations, unless overweight permits have been applied for and granted and shall also comply with Chapter 8, Article XV of the Weld County Code. 3.0 Haul Route Signage. Property Lessee shall install travel route signs, if applicable, as per Manual of Uniform Traffic Control Devices standards, at all exit points of the Property which can be clearly seen by drivers leaving the facility and which clearly depict County approved travel routes. o�o ii .o Ga. • L' r" 0 mg3 •aA- uY do Cu -. alic No er\YL Min M •.0 4.0 No Deviation from Permitted Haul Routes. Except as expressly set forth herein, no deviation in the use of any roads other than the Approved Haul Routes by vehicles accessing the project shall be permitted without the prior written approval of Weld County, not to be unreasonably withheld, conditioned, or delayed. Without limiting the foregoing, in the event any changes to the Approved Haul Routes are accepted by Weld County, Property Lessee shall be required to address, at Property Lessee's expense, any impacts associated with the use of such revised haul routes, including dust control, upgrading, or maintenance of such revised haul routes in a manner consistent with this Agreement. Property Lessee shall recommend that passenger vehicles and light trucks use the Approved Haul Routes to access the project whenever possible. When passenger vehicle and light trucks access the project via non -approved haul routes without the prior approval of Weld County, Property Lessee shall provide dust suppression at required locations or reimburse Weld County Public Works for any incremental impacts associated with the use of such routes, including dust control and maintenance if Weld County Public Works advises Property Lessee that such project traffic has increased traffic counts beyond the applicable threshold per Weld County Code Section 8-6-100. 4.1 Property Lessee may request deviation, modification, or termination of or from one or more of the Approved Haul Route(s) by submitting, in writing to Weld County Planning Services, a request detailing the dates and locations of the proposed changes in the Approved Haul Route(s). In the case of a deviation or modification, the written request shall identify the specific proposed new haul route(s) and interval(s) for the proposed new haul route by identifying the bounding roads (road number X between road number Y and road number Z). The written request should include identification of any site and road limitations of which the Property Lessee is aware. Weld County Planning Services (in coordination with Weld County Public Works) will evaluate the request, perhaps by field visit, and respond to the requested change(s) in writing, within five (5) working days. The Property Lessee shall be responsible for any road improvements identified by Weld County Public Works that may be necessary to render the new proposed haul route(s) serviceable for the project traffic. Cedar Creek II, LLC — AP21-00535 - OFFSIA21-0005 Page 4 of 16 D. Maintenance Requirements: 1.0 Obligation to Maintain Current and Future Routes. Property Lessee shall promptly repair or cause to be repaired any material damage to the Approved Haul Routes that is caused by project traffic. The type and method of repair shall be consistent with the applicable standard set forth in Exhibit C. Should a relevant conflict exist, Weld County's Engineering and Construction Criteria per Weld County Code Chapter 8 Appendix Q, will control. 2.0 Dust Control. Property Lessee shall be financially responsible for dust control on unpaved designated haul/travel routes from commencement of operation until Property Lessee has satisfied its obligations under Section D.5.0 (Post -Construction) with County inspection and acceptance, which acceptance shall not be unreasonably withheld or delayed. The amount and extent of dust control will be determined on an equitable basis by site -specific conditions at the time, as determined exclusively by County personnel. Dust abatement along the relevant haul/travel routes is expected to occur approximately two to five times per year. Dust abatement is required for roads with more than 200 vehicles per day, per section 8-6-100 of the Weld County Code. 2.1 Dust Control During Construction. If necessary, as determined by the County, the Property Lessee shall cause to be performed within fourteen (14) days of notification, at its sole expense, dust control by a contractor approved by Weld County Public Works during the construction period of the development. 3.0 Preconstruction Survey. Property Lessee and County have jointly inspected the Approved Haul Routes and established a baseline of current road conditions on the Approved Haul Routes so that subsequent inspections will be able to identify any material damage or maintenance issues on the Approved Haul Routes that are attributable to Property Lessee's use of the Approved Haul Routes. 4.0 Stockpiling of Repair Materials. During construction of the project, Property Lessee will maintain a stockpile of repair materials on the Property, primarily consisting of three (3) gravel stockpiles of not less than one thousand (1,000) cubic yards per stockpile for road repairs at the locations set forth on the attached Exhibit G. Property Lessee shall replenish each stockpile until such time as Property Lessee has notified Weld County Public Works that heavy hauling operations for the project has ceased and Weld County Public Works has concurred. 2 o Y T 831 0 U as7 ✓ ela_ 14. • "a; OLL LL0 co ra▪ a�L BU ANYo. Min ›M 5.0 Post -Construction. Upon completion of construction of the project, Property Lessee shall return the Approved Haul Route roadways to pre -construction County standards, as set forth on the attached Exhibit H. Operator shall account for the worst -case scenario of roadway conditions from project related traffic. 6.0 Repair. Property Lessee shall be financially responsible for its proportional share of excavation, patching, and pavement repair, and gravel replenishment on designated haul/travel routes. The amount and extent of repair and paving and re -gravelling measures will be determined by site -specific conditions at the time, as determined exclusively by County personnel. 7.0 Need for Immediate Repairs. In the event of damage to a designated haul/travel route by project traffic that causes an immediate threat to public health and safety or renders the road impassible ("Significant Damage"), County shall, after inspection, notify Property Lessee of such Significant Damage. Property Lessee shall identify the repair required and shall consult with County on the extent, type, timing, materials, and quality of repair (i.e., temporary versus permanent) within twenty-four (24) hours after receipt of such notice and shall commence such repair within forty-eight (48) hours after receipt of such notice. If Property Lessee identifies Significant Damage prior to receiving notice thereof from County, Cedar Creek [I, LLC - AP21-00535 - OFFSIA21-0005 Page 5 of 16 Property Lessee may commence repair of such Significant Damage and shall concurrently notify County of the extent, type, timing, materials, and quality of repair (i.e., temporary versus permanent). 8.0 Repair of Road. On or before December 31, of the calendar year in which County staff has determined through site analysis and/or pavement testing that a particular haul/travel route road portion will require grading measures in order to protect the public health, safety, and welfare, and the County has budgeted sufficient funds for the following calendar year to pay its share of the Off -Site Improvement/Repair Costs, County shall notify Property Lessee in writing that the Off -Site Improvements/Repairs shall be undertaken. Within ninety (90) days of its receipt of County's notice of the need to undertake the road maintenance repairs and/or improvements, Property Lessee shall submit Off -Site Construction Plans and Cost Estimates to County for review. Property Lessee shall have sole responsibility for the completion of the repairs and/or improvements on or before December 15, of the year following County's notice of the need for repairs. 8.1 In County's sole discretion, County may undertake the repairs and/or improvements. Property Lessee's payment for its Proportional Share of the road repairs/improvements will be calculated as determined in this Agreement. Property Lessee will be invoiced accordingly for those proportional share costs. 9.0 Calculation of Property Lessee's Proportional Share of Costs. The County shall notify Property Lessee of County's preliminary determination and assessment of Property Lessee's proportional share of costs of maintenance, repair, or improvements to Property Lessee's designated haul/travel routes. Prior to County's final determination and assessment, County shall provide Property Lessee with a reasonable opportunity to review, comment upon and supplement County's data, collection methodology, and determinations. The County shall review and consider Property Lessee's input prior to making a final determination and assessment. The County shall have sole responsibility for determination of Property Lessee's proportional share of costs. Property Lessee agrees to pay such proportional share of costs within 30 days of receiving an invoice from County. 10.0 Annual Road Inspection. County may conduct a road inspection annually with the cooperation of Property Lessee and all other Property Lessees and/or Lessees who are required by County to participate in road improvement/maintenance agreements for the haul routes designated in this Agreement. As a result of the annual inspection, County, in its sole discretion, shall determine actual conditions and shall further determine what road repair/improvement/maintenance work is to be performed during that construction season. Notification to the Property Lessee of the required roadway repairs will be given as soon as the data becomes available. 11.0 Notification. The County shall notify Property Lessee of County's preliminary determination and assessment of Property Lessee's proportionate share of costs of maintenance, repair, or improvements to Property Lessee's designated haul/travel routes. Prior to County's final determination and assessment, County shall provide Property Lessee with a reasonable opportunity to review, comment upon and supplement County's data, collection methodology, and determinations. The County shall review and consider Property Lessee's input prior to making a final determination and assessment. 12.0 Any references in this Agreement to Proportional Share shall be construed to mean the share of necessary road maintenance that can reasonably be attributed to Property Lessee's traffic, when such maintenance is determined to be necessary or appropriate in County's reasonable judgment. Cedar Creek II, LLC-AP21-00535 - OFFSIA21-0005 Page 6 of 16 8 c L J O MU m-.� M• .L^i ova LL 0) mid ea R 'Vat 31 din. 0am- N " NO a N wrgN0MI PART II: GENERAL PROVISIONS A. Engineering and Construction Requirements: 1.0 Engineering Services. Property Lessee shall furnish to County, at its own expense, all engineering services in connection with the design and construction of the off -site improvements and all on -site drainage -related structures if required by any Municipal Separate Storm Sewer System (MS4) permit, as identified on the accepted Construction Plans and according to the construction schedule set forth in the construction schedule exhibits. The required engineering services shall be performed by a Professional Engineer and Land Surveyor registered in the State of Colorado and shall conform to the standards and criteria established by the County for public improvements. The required engineering services shall consist of, but not be limited to: surveys, designs, plans and profiles, estimates, construction supervision, and the submission of necessary documents to the County. 2.0 Rights -of -Way and Easements. Before commencing the construction of any off -site improvements herein agreed upon for permanent public ROW or easements, if any, Property Lessee shall, if and where necessary, acquire, at its sole expense, good and sufficient ROW and easements made necessary for permanent improvements. The County will not exercise eminent domain on behalf of Property Lessee. 3.0 Construction. Property Lessee shall furnish and install, at its own expense, the improvements (and any drainage -related structures required by any MS4 permit) identified on the accepted Exhibits and shall be solely responsible for the costs listed on the cost of construction exhibits, with the. improvements being completed also in accordance with the schedule set forth in the construction schedule exhibits. The BOCC, at its option, may grant an extension of the time of completion set forth in construction schedule exhibits stated herein upon application by the Property Lessee. Said construction shall be in strict conformance to the plans and drawings accepted by the County and the specifications adopted by the County. 4.0 Testing. Property Lessee shall employ, at its own expense, a qualified testing company previously approved by the County to perform all testing of materials or construction; and shall furnish copies of test results to the County. If County discovers inconsistencies in the testing results, Property Lessee shall employ at its expense a third -party qualified testing company approved by County. Such third party shall furnish the certified results of all such testing to the County. At all times during said construction, the County shall have the right to test and inspect material and work, or to require testing and inspection of material and work at Property Lessee's expense. Any material or work not conforming to the approved plans and specifications, including but not limited to damages to property adjacent to the construction plan area shall be repaired, removed, or replaced to the satisfaction of the County at the expense of Property Lessee. 5.0 Construction Standards. Design and construction of all off -site improvements shall conform to the current version of CDOT' s "Standard Specifications for Road and Bridge Construction" and the Weld County Engineering and Construction Criteria. Should a relevant conflict exist, Weld County's Engineering and Construction Criteria per Weld County Code Chapter 8 Appendix Q will control. 6.0 Traffic Control. Prior to any construction in County and/or State ROW, and as a condition of issuance of any ROW or Access Permit, the Property Lessee shall submit a traffic control plan for County review. During construction, appropriate safety signage shall be posted in accordance with the then -current version of the Manual of Uniform Traffic Control Devices. Cedar Creek II, LLC - AP21-00535 - OFFSIA21-0005 Page 7 of 16 MI a o. • aZ B. Collateral: 1.0 General Requirements for Collateral. Property Lessee shall provide to County the necessary collateral to guarantee all of Property Lessee's obligations under this Agreement: (1) Project Collateral is required for completion of off -site improvements, as described in this Agreement; (2) Warranty Collateral is required for all off -site improvements during the two-year warranty period. Collateral acceptance and release is governed by the Weld County Code. The Funding Parties will each be responsible for and provide on behalf of the Property Lessee, one half (50%) of the Project Collateral and the Warranty Collateral. In the event that the County makes a claim against the Project Collateral or the Warranty Collateral, the County will make a claim for one-half of the amount due against the collateral provided by each of BP and AEP. 1.1 Project Collateral shall be submitted to guarantee completion of off -site improvements identified in the Exhibits. Project Collateral must be submitted in an amount equal to 100% of the value of the improvements, as calculated in the cost of construction exhibits. Project Collateral must be submitted at the time of execution of the Agreement, unless otherwise directed by the BOCC. In the event that Property Lessee fails to adequately complete the required improvements, County may, in its sole discretion, access Project Collateral for the purpose of completing such improvements. It may be necessary to provide additional collateral in the event the cost estimate is older than three (3) years. NO WORK SHALL COMMENCE UNTIL PROJECT COLLATERAL HAS BEEN SUBMITTED AND ACCEPTED BY THE COUNTY. 1.2 Warranty Collateral shall be submitted and held by the County until release after the two- year warranty period following the County's initial approval of the improvements. Warranty Collateral shall be in an amount equal to 15% of Project Collateral. In the event that Property Lessee fails to adequately complete or repair improvements during the warranty period, County may, in its sole discretion, access Warranty Collateral for the purpose of completing such improvements. 2.0 Form of Collateral. Collateral may be in the form of a letter of credit, a surety bond, or a cash deposit, subject to the requirements and restrictions of Section 2-3-30 of the Weld County Code, as that section may be amended from time to time. Property Lessee shall have the right to change the form of Collateral to another type that complies with this Agreement, subject to BOCC acceptance in accordance with Weld County Code Section 2-3-30.A.9. 3.0 Release of Collateral. Collateral shall be released in accordance with Section 2-3-30 of the Weld County Code. For collateral release, the Departments of Planning Services and Public Works conducts inspections for all on -site and off -site improvements. 3.1 Timing of Release. Project Collateral may be released upon completion of all improvements required by the Exhibits after initial approval by the County. Warranty Collateral shall be withheld by County at the time of release of Project Collateral or may be submitted separately by Property Lessee. Warranty Collateral may be released upon the approval of the County at the end of the two-year warranty period. 3.2 Request for Release of Collateral. Prior to release of collateral by Weld County for the entire project or for a portion of the project, the Property Lessee must present a Statement of Substantial Compliance from an Engineer registered in the State of Colorado. The Statement of Substantial Compliance shall state that the project or a portion of the project has been completed in substantial compliance with accepted plans and specifications documenting the following: Cedar Creek II, LLC — AP21-00535 - OFFSIA21-0005 Page 8of16 a Jt O. mOOn.. N .3i i— o a_gs .-I1i 0 •-1 mIZ tomM s .Rti duo nil No m N NNo Ih�Y� n = r-NL 3.2.1 The Property Lessee's Engineer or his representative has made a site visit at the completion of construction and the construction plans utilized are the same as those accepted by Weld County. 3.2.2 For the improvements to public ROW or easements, test results must be submitted for all phases of this project as per Colorado Department of Transportation (CDOT) Schedule for minimum materials sampling, testing and inspections found in CDOT Materials Manual. 3.2.3 "As -built" plans shall be submitted at the time the letter requesting release of collateral is submitted or at such time as the Property Lessee has completed improvements as shown on the Exhibit C and/or Exhibit D, and shall be stamped and approved by an Engineer registered in the State of Colorado, if an Engineer was initially required for the project. The Property Lessee's Engineer shall certify that the project "as -built" is in substantial compliance with the plans and specifications as approved, or that any material deviations have received prior written acceptance from the County Engineer. 3.3 County's Response to Request for Release of Collateral. Following a written request for release of collateral, County personnel will inspect the improvements as provided in this Agreement. Upon approval, the BOCC may release said collateral. C. Acceptance of Improvements: 1.0 Acceptance of Off -Site Improvements. Upon completion of the off -site improvements, Property Lessee shall contact the Weld County Development Review Team and request an inspection of such improvements. Upon request, County personnel will initiate the inspection, approval, and acceptance process. 2.0 Inspection, Approval, and Acceptance Process. o o U ci 0 U amo .I O _ �L CI 4,2 NU.P. • •as ismrt 0 -in 0 co N NY`s 4.4.mM L= 2.1 Upon completion of construction of all off -site improvements as described in the Construction Plans, Property Lessee shall submit to the Weld County Department of Planning Services a Statement of Substantial Compliance by Property Lessee's Engineer along with "as - built" drawings as required in subsection B.3.2.3, above, and shall request County inspection of the off -site improvements. County personnel shall then inspect the improvements. If the County determines the improvements were not constructed in accordance with the Construction Plans, the County shall direct the Property Lessee to correct the deficiencies. If the County determines the improvements were constructed in accordance with the Construction Plans, the County shall initially approve the off -site improvements. 2.2 Two -Year Warranty Period. Such initial approval begins the two-year warranty period. Upon completion of the two-year warranty period, County personnel shall, upon request by the Property Lessee, inspect the subject improvements, and notify the Property Lessee of any deficiencies caused by defects in workmanship. If any deficiencies caused by defects in workmanship attribute to Property Lessee are discovered, the Property Lessee shall correct the deficiencies. County personnel shall re -inspect the improvements after notification from the Property Lessee that said deficiencies have been corrected. If the County personnel finds that the improvements are constructed according to County standards, he or she shall approve the improvements. Such final approval shall authorize the Property Lessee to request the BOCC to release the Warranty Collateral. Cedar Creek II, LLC - AP21-00535 - OFFSIA21-0005 Page 9of16 2 o 00 3 U 13 mam �y -3 B 44. • L O a.. re a a as dInom No ti N® r)o. Co, a q• 2.3 Placement of Improvements into Service Prior to County Approval. If requested by the Property Lessee and agreed by the County, portions of the improvements may be placed in service when completed according to the schedule shown on the construction schedule exhibit, but such use and operation shall not alone constitute an approval or acceptance of said portions of the improvements. County may, at its option, issue building permits for construction for which the improvements detailed herein have been started but not completed according to the schedule shown on the construction schedule exhibit and may continue to issue building permits so long as the progress of work on the improvements is satisfactory to the County, and all terms of this Agreement have been faithfully kept by Property Lessee. D. Permits: The Property Lessee is required to apply for, receive, and comply with all permits required by the County or any other applicable local, State, or federal permit, including but not limited to: 1.0 Access Permits. Property Lessee shall not use any access onto any County road or construct, change or make improvements to any access unless and until an access permit has been issued by the Department of Planning Services. Planning Services may condition the issuance of an updated access permit on the amendment of this Agreement if the updated access permit authorizes the use of an additional access point, or if there is a change in use of the current access point, as permitted by Article XIV of Chapter 8 of the Weld County Code. 2.0 ROW Permits. Per Article XIII of Chapter 8 of the Weld County Code, any work occurring within County ROW requires a ROW permit issued by the Department of Public Works. No work shall occur without said ROW permit. 3.0 Transport Permits. Per Article XV of Chapter 8 of the Weld County Code, a Weld County Transport Permit is required for extra -legal vehicles using Weld County roadways to ensure the operation and movement of extra -legal Vehicles and Loads occurs in a safe and efficient manner. E. Enforcement and Remedies: 1.0 Violation of Terms of Agreement. If in County's opinion, Property Lessee has violated any of the terms of this Agreement, County shall notify Property Lessee of its belief that the Agreement has been violated and shall state with specificity the facts and circumstances that County believes constitute the violation. Property Lessee shall have fifteen (15) days within which to either cure the violation or demonstrate compliance. If, after fifteen (15) days have elapsed, County believes in good faith that the violation is continuing, County may consider Property Lessee to be in breach of this Agreement. 2.0 Remedies for Breach by Property Lessee. In the event that County determines that Property Lessee has violated the terms of this Agreement, and has failed to correct said violation or demonstrate compliance, County may exercise any or all of the following remedies, or any other remedy available in law or equity. 2.1 Access and Use of Collateral. County may access and use collateral to address the issues specific to the violation. For example, the County may access and use Project Collateral in order to complete improvements as required by the Construction Plans, when such improvements have not been completed in accordance with the Construction Schedule. 2.2. Withholding Permits. County may "lock" any or alllots within the Property, which precludes the continued issuance of building permits, zoning permits, septic permits, or any other permit issued by any department of the County. Cedar Creek II, LLC - AP21-00535 - OFFSIA21-0005 Page 10 of 16 2.3 Court Action. County may seek relief in law or equity by filing an action in the Weld District Court or Federal District Court for the District of Colorado, except that no such civil action or order shall be necessary to access collateral for the purpose of completing improvements as described above. 2.4 Revocation of Permit. Property Lessee acknowledges that failure to comply with the terms of this Agreement constitutes cause to revoke the Permit, and County may exercise this option in its sole discretion by proceeding with revocation under the then current provisions of the Weld County Code. 2.5 Limitation on Damages. Any damages to either party for a breach of this Agreement shall be limited to actual damages. Neither party shall be liable to the other for any consequential, incidental, punitive, or direct damages arising out of this Agreement. 3.0 Termination of Agreement. This Agreement shall terminate upon the earliest of the following events: 3.1 Failure to Commence. County may terminate this Agreement upon or after revocation of the underlying land use approval under Weld County Code. However, County may still exercise all necessary activities under this Agreement that the County determines necessary to protect the health, safety, and welfare of the residents of Weld County. 3.2 Cessation of all Permit Related Activities. Termination of this Agreement shall occur upon Property Lessee's complete cessation of all activities permitted including any clean up or restoration required. A partial cessation of activities shall not constitute a Termination of this Agreement, nor shall County's issuance of a partial release/vacation constitute a Termination. Unless informed in writing by the Property Lessee of cessation of activities, and verified by the County, cessation shall only be presumed if the County determines that the operation has been inactive for three (3) years. Property Lessee shall not be entitled to a release of Project or Warranty Collateral unless and until the improvements required by this Agreement are completed. MI 3.3 Execution of Replacement Agreement. This Agreement shall terminate following County's execution of a new Improvements Agreement with a new property owner or operator who has purchased or leased the Property and/or has assumed the operation of the business permitted as, and intends to make use of the rights and privileges available to it. 3.4 Revocation of Permit. This Agreement shall terminate following County's revocation of Property Lessee's Permit, except that the Property Lessee shall only be released from this Agreement after the successful completion of all improvements required under this Agreement, which may be completed by County after accessing Property Lessee's collateral if Property Lessee fails to complete such improvements. 4.0 Responsibility for Financial Obligations of Property Lessee. Wherever in this Agreement the Property Lessee is obligated to make payment of any amounts to the County, such amounts shall be paid by the Funding Parties on behalf of the Property Lessee. The County agrees to look only to the Funding Parties or the Collateral for payment of any amounts due from the Property Lessee. Notwithstanding the foregoing, any failure of the Funding Parties to make payments due under this Agreement on behalf of the Property Lessee will be treated the same as a failure by the Property Lessee for purposes of any alleged breach or default by the Property Lessee under this Agreement. BP and AEP shall each be responsible on a several basis for one half (50%) of any amounts due from the Funding Parties under this Agreement. Cedar Creek II, LLC - AP21-00535 - OFFSIA2I-0005 Page 11 of 16 Property Lessee may at any time following satisfaction of its obligations under Section D.5.0 (Post - Construction) with County inspection and acceptance give notice to the County that Property Lessee assumes all obligations of the Funding Parties under this Agreement and, following such notice, the Funding Parties will be released and discharged from any further obligations under this Agreement. F. General Provisions: 1.0 Successors and Assigns. 1.1 Property Lessee may not delegate, transfer, or assign this Agreement in whole or in part, without the prior express written consent of County and the written agreement of the party to whom the obligations under this Agreement are assigned. Consent to a delegation or an assignment will not be unreasonably withheld by County. In such case, Property Lessee's release of its obligations shall be accomplished by County's execution of a new Improvements Agreement with the successor owner or lessee of the property. 1.2 County's rights and obligations under this Agreement shall automatically be delegated, transferred, or assigned to any municipality which, by and through annexation proceedings, has assumed jurisdiction and maintenance responsibility over all roads affected by this Agreement. 2.0 Severability. If any term or condition of this Agreement shall be held to be invalid, illegal, or unenforceable by a court of competent jurisdiction, this Agreement shall be construed and enforced without such provision, to the extent that this Agreement is then capable of execution within the original intent of the parties. 3.0 Governmental Immunity. No term or condition of this contract shall be construed or interpreted as a waiver, express or implied, of any of the immunities, rights, benefits, protections or other provisions, of the Colorado Governmental Immunity Act §§24-10-101 et seq., as applicable now or hereafter amended. 4.0 Amendment or Modification. Any amendments or modifications to this agreement shall be in writing and signed by both parties. 5.0 No Third -Party Beneficiary. It is expressly understood and agreed that the enforcement of the terms and conditions of this Agreement, and all rights of action relating to such enforcement, shall be strictly reserved to the undersigned parties and nothing in this Agreement shall give or allow any claim or right of action whatsoever by any other person not included in this Agreement. It is the express intention of the undersigned parties that any entity other than the undersigned parties receiving services or benefits under this Agreement shall be an incidental beneficiary only. 6.0 Board of County Commissioners of Weld County Approval. This Agreement shall not be valid a until it has been approved by the BOCC of Weld County, Colorado or its designee. C • 8 7.0 Choice of Law/Jurisdiction. Colorado law, and rules and regulations established pursuant thereto, ao m 9N shall be applied in the interpretation, execution, and enforcement of this Agreement. Any provision included r+m3� or incorporated herein by reference which conflicts with said laws, rules and/or regulations shall be null c and void. In the event of a legal dispute between the parties, the parties agree that the Weld County District In• 0 B Court or Federal District Court for the District of Colorado shall have exclusive jurisdiction to resolve said U _mcr g g dispute. NEB as • 12. In NI Go Cedar Creek II, LLC - AP21-00535 - OFFSIA21-0005 Page 12 of 16 8.0 Attorneys' Fees/Legal Costs. In the event of a dispute between County and Property Lessee, concerning this Agreement, the parties agree that each party shall be responsible for the payment of attorney fees and/or legal costs incurred by or on its own behalf. 9.0 Release of Liability. Property Lessee shall indemnify and hold harmless the County from any and all liability loss and damage, including reasonable attorney's fees and costs, that the County may suffer as a result of all suits, actions, or claims of every nature and description caused by, arising from, or on account of the negligent or intentional act of the Property Lessee or its officers, agents, employees, or contractors connected with this Agreement, except for the liability, loss or damage arising from the negligent or intentional act of the County or its agents, employees or contractors. All contractors and other employees engaged in construction of the improvements shall maintain adequate worker's compensation insurance and public liability insurance coverage and shall operate in strict accordance with the laws and regulations of the State of Colorado governing occupational safety and health. The obligations of Property Lessee under this paragraph shall not extend to any judgments against County which are in excess of the limitations on liability set forth in the Colorado Governmental Immunity Act, C.R.S. Section 24-10-101, et. seq. to the maximum extent that such limitations on liability are applicable. 10.0 Binding Arbitration Prohibited. Weld County does not agree to binding arbitration by any extra- judicial body or person. Any provision to the contrary in this Agreement or incorporated herein by reference shall be null and void. 11.0 Authority to Sign. Each person signing this Agreement represents and warrants that he or she is duly authorized and has legal capacity to execute and deliver this Agreement. Each party represents and warrants to the other that the execution and delivery of the Agreement and the performance of such party's obligations hereunder have been duly authorized and that the Agreement is a valid and legal agreement binding on such party and enforceable in accordance with its terms. If requested by the County, Property Lessee shall provide the County with proof of Property Lessee's authority to enter into this Agreement within five (5) days of receiving such request. 12.0 Acknowledgment. County and Property Lessee acknowledge that each has read this Agreement, understands it and agrees to be bound by its terms. Both parties further agree that this Agreement, with the attached or incorporated Exhibits, is the complete and exclusive statement of agreement between the parties and supersedes all proposals or prior agreements, oral or written, and any other communications between the parties relating to the subject matter of this Agreement. 13.0 Notwithstanding any other provision contained in this Agreement, for any conflict or potential conflict between any term in this Agreement and the Resolution of the BOCC approving the underlying land use permit, the provisions of the Board's Resolution shall control. In the event of a discrepancy between this agreement and the Weld County Code in effect at the time of the agreement, the terms of the Weld County Code shall control. 14.0 Property Lessee shall notify the County in the event that the Property Lessee does not proceed with its partial repower project, such that the road use contemplated by this Agreement will not occur. In the event that the Property Lessee notifies the County that it will not proceed with its partial repower project, then this Agreement shall terminate and be of no further force or effect. Cedar Creek II, LLC - AP21-00535 - OFFSIA21-0005 Page 13 of 16 m 2 oa- a 0 o U 10a�..A 19el -V N .3— w aSr Orv— OIL 8_ ^ rx a 3 an •a.ao win No 19 J ey in 01No COQ› r" 4M PROPERTY LESSEE: Cedar Creek II, LLC By: Name: KiVnit' g I mE G kR LAN►6 Title: Ottri14bR.W11, STATE OF OF /6 X AS County of nice, is Date C.)9 /N4202.1 21 SS. The foregoing instrument was acknowledged before me this fr 7112 ap day of tSEHlt v i /i 202 / by , 4 Ti/EF/A)6 £ 1.e2A-A) L7 WITNESS my hand and official seal. .91 ~ Erika leonor Carrillo ' My Conmission Expires J.4, 041001242S %lie ID No.1.31 4786327 Pages: 17 of 106 12/17/2021 02:55 PM .00 Carly Koppes, Clerk and Recorder, Weld County , CO I �.rlikiiIkell''lit:�rM Ii�'f SM4�� .14101 h III 4773483 Pages: 17 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Eli NNAVIMillill Ili Bill Notary Public Cedar Creek II, LLC - AP21-00535 - OFFSIA21-0005 Page 14 of 16 FUNDING PARTY: BP Wind Energy North America, Inc. (iJ'oi By: Name: PrLtS i Al2 Wf t7J�t C1.� Title: V k CE PRE 5 t t"31'�v IT STATE OF / eLa s' County of H4' rr,cl' ) Date ss. The foregoing instrument was acknowledged before me this/ 44" day of J P,AP/�"' 202 ,by liC /ISa/r— J�4 14h cam{ WITNESS my hand and official seal. Erica LeonorCanW r{ ;a No.1316180(6 4786327 Pages: 18 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 MrdliVIDINNIVILFAM Yoh 11111 Notary Public 4773483 Pages: 18 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 FiN4F!'A4'li C'ENAIllrgligireildliyi 11111 Cedar Creek II, LLC - AP21-00535 - OFFSIA21-0005 Page 15 of 16 FUNDING PARTY: Cedar Creek II Wind Energy, LLC Joel 'J°�e" By: Date: September 17, 2021 Name: Joel H Jansen Title: Vice President STATE OF OHIO ss. County of FRANKLIN ) The foregoing instrument was acknowledged before me this 17th day of September, 2021, by Joel H. Jansen. WITNESS my hand and official seal. o► Sarah Smithhisler Commission # 2019 -RE -77504 Electronic Notary Public State of Ohio My Comm Exp. Apr 29, 2024 Notary Public WELD COUNTY: ATTEST:'-eX/ J'e);64. BOARD OF COUNTY COMMISSIONERS Weld C • . n ' Clerk to the Boar WELD COUNTY, COLORADO BY: _ L ,4w1 Deputy Cle to— rt.oars 4► 4773483 17 5/42021 10 54ges. 19 of 104 AM R F 1Fes:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO FINF.itiNIMIClililOCIV5PICiliffi aI III OCT 2 0 2021 4786327 Pages: 19 of 106 12/17/2021 Carly Koppes,O� Clerk and Recorder, PM R Weld County , CO 1111 ri1in' Mil 41�K=��f��9f� , Y h 11111 Cedar Creek II, LLC - AP21-00535 - OFFSIA21-0005 Page 16of16 002/-0q 7t DocVerify ID: 4E182D86.2767-420O-8908-00104CA92400 www.docverify.corn Page 16 of 16 1600104CA92400 ,III MINA II 4773483 Pages: 20 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III rP! Ik''iCIt( Cedar Creek II Repower Pilot - Civil Grading & Road Work Scope of Work Description & Estimate Erosion Control and Dust Management 1.1 Furnish and install all erosion control devices specified in the Civil Plans. 4.1.3 4.1.4 Apply Magnesium Chloride at the rate specified in the Civil Plans or the Weld County Road Maintenance Agreement, whichever is greater. Water the roads as needed for dust control. Have a filled water truck available within 15 miles of the windfarm for the duration of construction activities. inspect and maintain erosion control devises and maintain the SWPPP on site in the CC2 O&M Building, modifying as needed per existing conditions. Perform and document inspections as required by the SWPPP Section 9.0 & 9.1 and include in the 4.1.5 SWPPP in the O&M building as stated in the SWPPP. inspections to be performed by an individual certified to perform inspections. Section Subtotal 4.2 Construction Laydown Yard 4.2.1 Trim vegetation in the area of the Construction Laydown yard. 4.2.2 Construct temporary access to the Construction Laydown yard. Ensure that the Construction Laydown yard meets compaction requirements by performing Compaction testing and providing results to CC2. Lower the inlet invert of the detention pond structure to match the bottom of the pond, ensuring the pipe has a 1% slope or greater. Upon completion of construction, remove the temporary access to the Construction laydown 4.2.5 yard and return the area to its original condition and reseed with native seed. Also scarify the laydown yard area and reseed with native seed. 4.2.6 Install silt / snow fencing around the Construction Laydown yard as per the Civil Plans. 4,2.3 4.2.4 4.2.7 Snow removal from the yard. 4.3 4.3.1 4.3.2 4.3.3 4.3.4 4.3.5 4.3.6 4.3.7 4.3.8 Section Subtotal County Roads & Improvements Construct all Weld County Road improvements as per the Civil Plans, following all Weld County requirements for gravel material specification, testing, and maintenance. (Turn Radius Improvements). Includes furnish and install gravel needed for this scope. Comply with permit requirements for improvement and use of County Roads. Schedule and participate in a pre -construction meeting with Weld County public works. Perform all construction surveying as needed to layout County Road improvements. Perform any testing required per Site Roads and Turbine Site Pad Specification - GE North America or Weld County. Relocate signage as required. Reinstall signage upon restoration at the end of construction. Temporarily relocate overhead powerlines as needed, by utility company. Perform tree trimming, removal, clearing, grubbing, and grading and compacting as needed along equipment transportation routes (including turbine access roads). 4.3.9 Weekly maintenance of all county roads within the haul route. 4.3.10 Within 48 hours, repair any potholing on the County Roads. React quickly to re air any washout areas. _.�••'�� "��.. O C 0" • •Q 41563 �• . le/ a 21. • ' • • . . . . . . *OVALe Qty 1 6.5 2000 1 1 4 1 1 1 1 1 100 25000 Included in 4.3.1 Included in 4,3.1 Included in 4.3.1 included in 4.3.1 1 2 I 36 1 Unit of Measurement LS Mile k Gallon LS LS hour LS LS LS LS LS hour LS LS Unit Rate Per Occurrence Per Plan in Full LS Unit Rate Per Week T&M Price $ 134,000.00 $ 16,650.00 4 $ 74.00 p. $ 76,800.00 $ 90,000.00 $ 120.00 S 10,500.00 $ 500.00 S 5,000.00 S 1,000.00 $ 13,300.00 5 400.00 $ 24.30 $ 15,000.00 $ 10,000.00 4 S 20,000.00 S 28,000.00 $ 6,000.00 Extension S 134,000.00 S 108,225.00 $ 148,000.00 $ 76,800.00 $ 90,000.00 $ 480.00 $ 10,500.00 500.00 $ 5,000.00 $ 1,000.00 $ 13,300.00 $ 40,000.00 $ 607,500.00 $ 15,000.00 $ 20,000.00 S 20,000.00 5 1,008,000.00 $ 6,000.00 Subtotal $ 557,025.00 $ 70,780.00 bP 0 Silt Fence 9/10/2021 ACCEPTED BY PUBLIC WORKS SEPTEMBER 15, 2021 Dust Control, Mag-Chloride Dust Control, Water Erosion Control Supervisor Erosion Control Maintenance Mowing Install and Remove Approach Testing Adjust Detention Pond Structure Install Screening fence Snow Removal (>3 inches)) County Road - Furnish & Install Gravel County Pre•Construction Meeting Survey Testing Remove, Relocate & Reset Signs Adjust Powerlines Clearing & Grubbing Gravel Road Maintenance County Road Repairs 4786327 Pages: 20 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII rid tiliF1 h64 f Cilia Mil WM ' CI�.iN l�.ii�h lot? 4773483 Pages: 21 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 4.3.11 Traffic Control Plan (TCP) or Method of Handling Traffic (MHT) showing traffic control needed in accordance with the Manual of Uniform Traffic Control Devises (MUTCD) in drawing form. Flaggers shall be required at any locations where there is encroachment into a travelling lane or when working within 10 feet of a county road. If full road closure is needed, then the request must be prepared by and signed by a Traffic Control Supervisor (ICS). Full road closures shall not exceed 3 days. 1 LS $ 445.00 9/10/2021 445.00 Section Subtotal $ 1,676,945.00 4.4 Slgnage 4,4.1 Install/maintain temporary Construction signage as required following MUTCO recommendations. 1 4 4 ? Remove temporary Construction signage upon restoration of the site. 1 Section Subtotal 4.5 4.5.1 4.5.1b 4.5.2 4.5.3 Gravel stockpiles for County Road Maintenance Furnish and maintain gravel stockpiles (that meet the Weld County Gravel specification) in number and quantity specified in the Road Maintenance Agreement. Replenish gravel stockpiles as needed. Provide gravel for the county roads that meets Weld County Gravel specifications. Follow all requirements for testing. At the end of the project, remove all remaining gravel in the stockpile. Use first to repair County Roads. If any remains, apply to Turbine access roads, blade and compact. Section Subtotal 4.6 Truck Staging Area Construction 4.6.1 Construct and maintain the truck staging area as per the Civil Plans. Upon completion of deliveries and equipment removal (confirmed by CO), return the truck 4.6.2 staging area to original, pre -construction condition including removal of imported rock, decompaction, seeding and grading of drainage ditch. 4.7 Turbine Access Road Improvements Construct all temporary access widening on the turbine access road, where it meets the County Road, as per the Civil Plans and following the permit requirements for Temporary Accesses. 1 Includes furnish and install gravel needed for this scope. Perform all construction surveying as needed to layout turbine access road improvements. GE Included Above responsible for marking crane walks and material laydown areas on the turbine pads. Section Subtotal 4.7.1 4.7.2 1 500 Included Above 1 LS LS is Unit Rate Per CY LS IS LS $ 3,400.00 $ 1,000.00 $ 56.475.00 $ 40.50 $ 21,000.00 $ 106,855.00 $ 35,350.00 5 3,400.00 $ 1,0[X3.00 $ 4,400.00 5 56,475.00 Traffic Control Build & Remove Gravel Stockpile $ 20,250.00 Weld Co. Road Base $ 21,000.00 Haul, place and Compact Gravel Stockpile Materials $ 97,725.00 S 106,855.00 Install truck staging area $ 35,350.00 Section Subtotal $ 142,205.00 4.11 Crane Crossing for County Road 132 4.11.1 Perform all grading, road improvement, and traffic control needed for the crane crossing at CR 1 4.11.2 Coordinate crossing construction timing with CC2 and construction details with Weld County 1 Public Works Department and the Crane Contractor. Install crane matting (provided by GE) at crane road crossing location as per the detail on the Civil 4.11.3 Drawings. Perform all traffic control needed during the construction of the crane crossing and 1 during the crane crossing. Section Subtotal 4.12 Restoration upon Construction Completion 4.12.1 Return connection of Turbine Access roads at county roads to original configuration Restore all site disturbed area to original condition, reseeding with Weld County approved seed 4.12.4 mix in the County Road ROW. After gravel depth testing by Weld County, add gravel to County roads to restore gravel surface to 4.12.7 original, ore -construction depth. • ENGINEER'S CERTIFICATE • Section Subtotal I HEREBY CERTIFY THAT I PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF THIS ESTIMATE, AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF COLORADO LANCE T. MARRS, P.E. COLORADO P.E. NO. 41563 1 LS LS LS LS LS 30 Unit Rate, Cost Per Acre 5000 Unit Rate, Cost Per CY $ 50,000.00 $ 6,300.00 $ 500.00 $ 4,500.00 $ 31,500.00 $ 3,000.00 $ 40.50 S 50,000.00 $ 6,300 00 $ 500.00 $ 4,500.00 $ 31,500.00 5 90,000.00 $ 202,500.00 $ 50,000.00 $ 11,300.00 $ 324,000.00 Estimate Total- $ 2,934,380.00 Remove and Reclaim Truck Staging Area Traffic Control - Crossing @ CR132 Install Crane Matting Site Reclamation 4786327 Pages: 21 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO IIIrdliriCir1/214 0 ' l 4773483 Pages: 22 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder; Weld County CO III POrdiNIAN VINWC NY, Wrifri Vivi II III CC2 Integrated Level 1 Schedule Control Target - No UAP EXHIBIT I 13 Creek er 20Sep21 2021 2022 Jan Feb Mar Apr May Jun t Jul Aug Sep Oct Nov Dec Jan Feb [ Mar Apr May Jun Jul Aug _ Sep Oct Nov Dec Pilot Repower Enabling Civils 1.6 Civils Commence 0 2.5 Civils Deliveries Civils 1.6s Maint. & Crane Pads - GE Repower - Crane 1 (x10) I Civils Maintenance & Crane Paaillalla I L i 1.6 Installations 1.6s - GE Repower - Crane 2 (x10) 1.6 Installations 2.5s - Nordex Repower - Crane 1 (x6) Prototyp (N59) al 2.5 Installations 2.5s - Nordex Repower - Crane 2 (x6) 2.5 Installations Equipment Removal 2.5 Removal t Civils Reinstatement 1.6 Sc e 2.5 Scope 4786327 Pages: 22 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO illip.dwriiiiamormaludinanitiyi till r X 4773483 Pages: 23 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO kring ��'�� .�iii III HI 4786327 Pages: 23 of 106 12/17/2021 02:55 PMd R a Fee:$0.00 W8 d County CO Carly Koppes, Clerk ,1111 IIIl�!I 10 All IC& .r Cedar Creek Wind Repower i Weld County, Colorado Civil Construction Plans STATE MAP WYOMING NEBRASKA UTAH COLORADO 7C, KANSAS ARI/ONA NEW MEXICO OKLAHOMA TEXAS DATA SET INFORMATION Coordinate System Colorado North NAD83 WARN) SPCS US Feet BASE FILE FILE NAME/ NOTES PROVIDER DATE AERIAL IMAGE World_IMG DL 2021-07-14.jp2 ESRI 9/9/2019 LAND CONTROL 20097036PARCEl5.dwg Westwood 3/10/2010 IALTA SURVEY 20097036SURV-SP.dwg Westwood _ 7/15/2011 1/1/2017 TOPOGRAPHY USGS_Puolic_MKP dot40_50.txt USGS TURBINE ARRAY Currently from Record Drawing • • UNDERGROUND COLLECTION • • • GEN-TIE • STREAMS/WFTIANDS hydrograptly _NHD24K_co123 3930168] O1.1iu NHD 7/14/2021 CULTURAL RESOURCES • ' • BIOLOGICAL • * ` FEMA INFO FEMA NO Xshp FEMA 7/15/2021 VICINITY MAP WYOMING NEBRASKA LARIMI R COLA IY BOULDER COUNTY JEFFERSON COUNTY (Th WELD COUNTY rJ SITE LOGAN COUN I Y ! MORGAN COUNTY ADAMS COUNTY WASHINGTON COUNTY Know what's below. Call before you dig. ACCEPTED BY PUBLIC WORKS SEPTEMBER 15, 2021 CONTACT INFORMATION PROJECT ROLE CONTACT NAME COMPANY PHONE PROJECT MANAGER STEVE BAT TAGLIA WESTWOOD 952 937 5150 PROJECT ENGINEER KATHERINE GARLAND BP 832 917 1226 DEVELOPER REVIEW ENGINEER MIKE MCROBERTS WELD COUNTY 970 400 3/98 Phone (/1Q 111 IMO 101/0C lurch Ranch Way, Suit I)01 loll I rat OUP 93, S1 SO Wnlm inter, CO 80011 wrUwwdps coal Wnrwoad P,olnwrol Serve es. Inc PRI PART O IOR by 0 BP Wind Energy North America. Inc. 201 Helios Way Houston, TX 71079 RI VISIONS I DA II COMMINI A 08/19/11 ISSUED I OR PI RM II u 08/16/11 ISSUED I OR RI VII C OWIV)1 ISSUEDIORRIVuW Cedar Creek II Wind Repower Weld County, Colorado Cover Sheet )A.I 09/14/2021 1 4773483 Pages: 24 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes Clerk and Recorder, Weld County , CO viii l ��I I'� Idill: MITIININCIARTIIIIIInklai �I II I - 0 -innN S 0 - os NID II. � mXI o N Tta afil • IV O y m tr. 'ma , so so) 4O SHEET INDEX SHEET NUMBER SHEET TITLE 1 Cover Sheet 2 Sheet Index 3 Overall Plan 4 Delivery Flow Plan 5 Construction Details 6 Construction Details 7 Construction Details 8 Construction Details 9 Construction Details 10 Construction Notes 11 Dust Control Notes 12 Magnesium Chloride Plan for Dust Control 13 Site Plan T11N, R57W, SS 14 Site Plan T11N, R58W, S11 15 Site Plan T11N, R57W, S9 16 Site Plan T11N, R57W, S10 17 Site Plan T11N R57W S11 18 Site Plan T11N, R58W, S14 19 Site Plan T11N, R58W, S13 20 Site Plan T11N, R57W, S15 21 Site Plan T11N, R58W, S24 22 Site Plan T11N, R57W, S21 23 Site Plan T11N, R57W, S22 24 Site Plan T11N, R58W S27 25 Site Plan T11N, R58W, S25 26 Site Plan T11N, R57W, S27 27 Site Plan T11N, R58W, S36 28 Site Plan T10N, R58W, S4 29 Site Plan T10N, R58W, S3 30 Site Plan T10N, R58W, S2 31 Public Intersection 1 32 Public Intersection 2 33 Public Road Widening 1 34 Public Intersection 3 35 Public Intersection 4 36 Public Intersection 5 37 Public Intersection 6 38 Public Intersection 7 39 Public Intersection 8 40 Public Intersection 9 41 Public Intersection 10 42 Public Intersection 11 43 Public Intersection 12 44 Public Intersections 13A & 13B 45 Public Intersection 14 46 Public Intersections 15 & 16 47 Public Intersection 17 48 Staging Area Know what's below. Call before you dig. Phone (/2q S!1 11SO lollliet (RUM/SEW SOt/O Chutch lunch Way, Stow Slot Weston ante,. C O 80021 westwoud(n tom Westwood Pt olns.onnl Serve el, Inc PRE MARID FOR bp BP Wind Energy North America, Inc. 201 Helios Way Houston, TX 77079 RI VISIONS DA1l COMMINI A 06/19/!1 ISSUE D IOR PI RAID B 06/2W21 ISSU11)IOR REVIEW C 09/14/21 ISSUIDIORRIVIlW Cedar Creek II Wind Repower Weld County, Colorado Sheet Index A 09/14/2021 2 4773483 Pages: 25 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and R'oorder, Weld County , CO In II)CriliiirdlairikrAnhAlkliinili.i3/411% Ii iii / Co Rd 138 Co Rd 136 Co Rd 124 Co Rd 134 0-. 640 O' $70 GRAVEL STOCKPILE N-10 N 11 Own O N-11 Co Rd 130 Co Rd 116 00.11 00.34 6.8 /7' Co Rd 138/ LAYDOWN / YARD X41. 0 0 1. 4786327 Pages: 25 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO In INA II'I 111111 Co Rd 132 7 41 N.40 Nl. ON I. O Co Rd 120 Tower Rd TRUCK STAGING AREA GRAVEL STOCKPILE Co Rd 128 1/2 Co Rd 124 LEGEND: PROJECT BOUNDARY EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE • EXISTING TURBINE LOCATION N•XX REPOWER FOR GE 127 TURBINE EXISTING NORDEX TURBINE EXISTING GE TURBINE EXISTING TURBINE ACCESS ROAL PROPOSED CRANE PATH PROJECT FACILITIES SHEET NUMBER REFERENCE West wood Phone I oil 1 in I/14 S)1 .)SO waa$S150 10110CI auIl NaM1yi4.%Ul Wn1w0nvn (O1p0.1 seUrindp, lum Wnwulal PRolnlnlui Srnes lag by 0 BP Wind Energy North America. Inc 201 Helios Way Houston, 1X /7079 RI VISIONS I OA il COMMiNI A 04/1401 ISSUI I)1 OR 111 1Vo1 i I 01/16/!1 ISSUI I) ION Ri4/11 W C 07/14/)l 155141I) ION RIVII W X 1000 bah Cedar Creek II Wind Repower Weld County, Colorado Overall Plan DATE 09/14/2021 3 4773483 Pages: 26 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III NJ�11YtiF1�7�4'k'IN��FTRIi'Atilil��FRa+W�141�Y4� i / Co •Rd 138;' /Co Rd 736 d Co Rd 134 //////iii/ / Co Rd 132 /. 0 Co Rd 130 INTERSECTION 14 (SEE SHEET 45) ///////// INTERSECTION 17 (SEE SHEET 47) Co Rid) yq :Co Rd 738 / / ///////////////iii///////////%d ^% (SEE SHEET 40) INTERSECTION 9 / ct / u / INTERSECTION 8 G-17 (SEE SHEET 39) --.-te. G-16 G-15 G-14 6.19 INTERSECTION 13 / (SEE SHEET 44) / INTERSECTION 16 (SEE SHEET 46) 4 Co Rd 116 INTERSECTION 12 (SEE SHEET 43) %' t////////_ GRAVEL STOCKPILE /- / hill �i/ LAYDOWN YARD 1 V/ 7 / INTERSECTION 6 (SEE SHEET 37) G-53mP -52 6.54 INTERSECTION 4 (SEE SHEET 35) INTERSECTION 5 (SEE SHEET 36) INTERSECTION 7 - - (SEE SHEET 38) INTERSECTION 11 (SEE SHEET 42) 59 N-541 N -Si N -i0 o G� / GRAVEL STOCKPILE / / TRUCK STAGING r////////////////////%/:: INTERSECTION 1 (SEE SHEET 31) / ////////////// %:Tower Rd /0,55,2 / INTERSECTION 2 (SEE SHEET 32) ,,,,,,//`:, PUBLIC ROAD WIDENING 1 (SEE SHEET 33) /- r Co Rd 128 1/2 7, /co Rd 124 / / // ,. %i p//��/ CR 11 LEGEND: r///////1 •64 • iii 4 - 'Wray Wilr4 • PROJECT BOUNDARY EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE EXISTING TURBINE LOCATION REPOWER FOR GE 127 TURBINE EXISTING TURBINE ACCESS ROAD DELIVERY ROUTE (INGRESS) DELIVERY ROUTE (EGRESS) EXISTING NON -DELIVERY RD. EXISTING HIGHWAY EXISTING GRAVEL DELIVERY RD. INTERSECTION IMPROVEMENT PROJECT FACILITIES GRAVEL STOCKPILE LOCATION PUBLIC ROAD WIDENING Westwood Phone (/J0, 5716150 loll flee (66p 93/ 5110 101 /0 Chows Ranch Wy. Suite sl/01 Wntal,mtn, CO 60071 westsvuodps tom Westwood Ptoless.onal Sown. inc IJL, 0 BP Wind Energy North America, Inc. 201 Helios Way Houston, TX 77079 RI VISIONS o DAII COMMINI A 06119/11 ISSUI D I OR PI RMII P 06//6/21 ISSUIDIORRIVIIW 09/ 14/11 ISSUE D I OR RI Val w Cedar Creek II Wind Repower Weld County, Colorado 4786327 Pages: 26 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Delivery Flow Plan 09/14/2021 4 iu 4773483 Pages: 27 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII PiPatWV, iti.looLidinNifi owiript,iniiivi III III Westwood W U t Z 0 W 0C I d xisTIN GROUND A 1 MAX SLOPE TIN GROUND A 1 MA% SLOPE NOTES. f I - 6a W W uz 0< W a. 0 1OO' 25' CL -�f I% SLOPE 1% SLOPE COMPACTED NATIVE MATERIAL - REQUIRED FOR CRANE TRAVEL E IX SLOPE COMPACTED NATIVE MATERIAL - REOUIRED FOR CRANE TRAVEL 1O0 25' Z 0 a Iv uz Da W cc U u 6 a W 0 % 0j W U 1 0 TIN GROUND 4 I MAX SLOPE TIN GROUND A I MAX SLOPE NTS 2. CONTRACTOR SHALL CONSTRUCT CROSS -SLOPE ROAD SECTION WHERE CRANE PATHS ARE CONSTRUCTED ON A SIDE SLOPE, AND WHERE OTHERWISE NOTED ON PLANS, TO ENSURE THAT CRANE PATHS REMAIN WELL DRAINED AT ALL TIMES. MAXIMUM CROSS SLOPE FOR CRANE TRAVEL IS 1 O% TYPICAL CRANE PATH RD01 SILT FENCE OR- CONTRACTOR TO HAVE OTHER APPROVED i� OPEN AND CLOSE AREA PERIMETER CONTROL - - -- DURING STOCKPILING i N. MAXIMUM 2 t a01 10 SCALL S O' MINIMUV .49 SOIL THAT IS STOCKPILED ONSITE SHALL BE ENCLOSED WITH SILT FENCE OR OTHER APPROVED PERIMETER CONTROL STABILIZE STOCKPILE WITHIN TIMEFRAME OF CONSTRUCTION GENERAL PERMIT AND SWPPP STABILIZATION REQUIREMENTS SILT FENCE OF OTHER APPROVED PERIME TER CON TROL TYPICAL SOIL STOCKPILE PROTECTON REFERENCE GE RENEWABLE ENERGY TECHNICAL DOCUMENTATID•, WINO TURBINE GENERATOR SYSTEM I x-87/91/97 -6OHz FO'?, THE CUT- THROUGH TURNING RADIUS FOR THE REPOWER COMPONENTS BLADE SWING -LEAR ZONE { AM AM II Cu 1500 Aj'A I EDGE OF TEMPORARY GRAVEL INSTALL SILT FENCE OR FIBER ROLLS AT EXPOSED EDGE BETWEEN ROAD AND DITCH NQL 1 UPON DELIVERY VEHICLE COMPLE TION, TEMPORARY INTERSECTION WIDENING TO BE REMOVED AND ALL DISTURBED AREA RESTORED TO NATIVE CONDITIONS. 2 CULVERTS AND PERIMETER SEDIMENT CONTROL SHALL BE INSTALLED AND MAINTAINED AT INTER SECTIONS WHERE THE ACCESS ROAD IS CROSSIN.: AND EXISTING COUNTY DITCH liWawed GE -97 CUT- THROUGH TURNING RADIUS R008 -B - ROAD AGGREGATE COMPACTED SURGRADI TEMPORARY INTERSECTION AND TRUCK STAGNQ (UREA CROSS SECTION EXISTING AGGREGATE EXISTING SUBGRADE EXISTING ACCESS ROAD AND LAYDOWN YARD CROSS SECTION NOTE 1 STRUCTURAL SECTIONS SHOWN ARE THE MINIMUM THICKNESS REOUIREMENTS DURING NORMAL FIELD CONDITIONS THE SECTIONS MAY NEED TO BE INCREASED BASED ON ACTUAL FIELD CONDITIONS Al THE TIME OF CONSTRUCTION CONDITIONS INCLUDING BUT NOT LIMITED TO CONSTRUCTION DURING THE FREEZE/THAW CYCLE. UNUSUALLY WE I PERIODS, OR IN LOW/WET AREAS. 2 CONTRACTOR TO CONTACT ENGINEER IF GRAVEL ROAD SECTION uPGRADES ARE NECESSARY -- - I TYPICAL STRUCTURAL CROSS SECTION TS05 REFERENCE GE RENEWABLE ENERGY TECHNICAL DOCUMENTATION WIND TURBINE GENERATOR SYSTEM 1 x-87/91/91 -6OHz FOR THE 90 DEGREE TURNING RADIUS FOR THE REPOWER TOMPONENTS I BLADE SWING rlEAR ZONE -I roc AOP.no. AM AM AM_A M / • EDGE OF TEMPORARY GRAVEL INSTALL SILT FENCE OR FIBER ROLLS AT EXPOSED EDGE BETWEEN ROAD AND DITCH 1 NOTE 1 UPON DELIVERY VEHICLE COMPLETION, TEMPORARY INTERSECTION WIDENING TO BE REMOVED AND ALL DISTURBED AREA RESTORED TO NATIVE CONDITIONS 2 CULVERTS AND PERIMETER SEDIMENT CONTROL SHALL BE INSTALLED AND MAINTAINED AT INTER SECTIONS WHERE THE ACCESS ROAD IS CROSS".' AND EXISTING COUNTY DITCH Wailimed GE -97 90 DEGREE TURNING RADIUS RD08-C EDGE OF GRAVEL TEMPORARY INTERSECTION - WIDENING (SEE PLANS FOR LOCATION) TEMPORARY RADIUS TEMPORARY CULVERT INSTALL SILT FENCE OR FIBER ROLLS AT EXPOSED EDGE BETWEEN ROAD AND DITCH EXISTING ROAD INSTALL NEW CULVERT AND EXTEND BEYOND TEMPORARY INTERSECTION WIDENING AS REQUIRED, MATCH EXISTING CULVERT SIZE OR 15• MINIMUM NOTE: ERMANENT CULVERT Si L7 FENCE 20' PERMANEN T RADIUS JPON DELIVERY VEHICLE COMPLE TION, TEMPORARY INTERSECTION WIDENING AND TEMPORARY CULVERT TO BE REMOVED AND ALL DISTURBED AREA RESTORED TO NATIVE CONDITIONS 2 CULVERTS AND SILT FENCE SHALL BE INSTALLED AND MAINTAINED AT INTERSECTIONS WHERE THE ACCESS ROAD IS CROSSING AN EXISTING COUNTY DITCH Vamitirood TURBINE ACCESS ROAD TYPICAL INTERSECTION WIDENING RD05 7' MIN. EXISTING FENCE -\ LINE OR PROPERTY/CROP t'NE EDGE OF COMPACTED SHOULDER NOTE CRANE WALK COMPACTED NATIVE MATERIAL SHALL BE RETURNED TO NATIVE CONDITION FOLLOWING TURBINE GENERATOR CONSTRUCTION 2 THE CRANE WALK MAY NEED TO BE CONSTRUCTED FARTHER FROM THE PROPERTY LINE IF OBSTRUCTIONS SUCH AS TREES FOLLOW THE PROPERTY LINE CRANE WALK ALONG FENCE/PROPERTY/CROP LINE RDO7 INSTALL SILT FENCE OR FIBER ROLLS AT EXPOSED EDGE BETWEEN ROAD AND DITCH a BLADE SWING J CLEAR ZONE 16 00' REFERENCE GE RENEWABLE ENERGY TECHNICAL DOCUMENTATION WIND TURBINE GENERATOR SYSTEM 1.x-87/91/97 -6OHz FOR I IS' THE JUG HANDLE TURNING RADIUS FOR THE REPOWER COMPONENTS LCx;c OF TEMPORARY GRAVEL r 2500 2500' 25.00 25.00 25.00' 2500' 25.00' 2500' AAr iS 7r Air 400 2500' 250O 2500' 2500 NOTE Sasses, a;°,�t is• e4"l.' -�-- zl9r -1-197Y -17W' .3000 25 00' 25 00' 2500 2500' UPON DELIVERY VEHICLE COMPLETION, TEMPORARY INTERSECTION WIDENING TO BE REMOVED AND ALL DISTURBED AREA RESTORED TO NATIVE CONDITIONS 2 CULVERTS AND PERIMETER SEDIMENT CONTROL SHALL BE INSTALLED AND MAINTAINED AT INTER SECTIONS WHERE THE ACCESS ROAD IS CROSSING AND EXISTING COUNTY DITCH lembi .o.4 GE -97 JUG HANDLE TURNING RADIUS RD08-A INSTALL Sal FENCE OR FIBER ROLLS AT EXPOSED EDGE BETWEEN ROAD AND DITCH 1 BLADE SWING CI FAR ZONE ofir hi no A..nv r.W�nw'nw r.w'nw'n.wxw riw :•.w • REFERENCE GE RENEWABLE ENERGY TECHNICAL DOCUMENTATION WIND TURBINE GENERATOR SYSTEM 1x/2: - 116 /127 REPOWER -6OHz FOR THE JUG -HANDLE TURBINE RADIUS F^R THE 127 ROTOR DIAMETER COMPONENTS Fh /SW""ACV �AUI ,Li "GU OU nw r,w nw nw 7500 ?SOU nW 1S00 NOTE` t UPON DELIVERY VEHICLE COMPLETION, TEMPORARY INTERSECTION WIDENING TO BE REMOVED AND ALL DISTURBED AREA RESTORED TO NATIVE CONDITIONS 2 CULVERTS AND PERIMETER SEDIMENT CONTROL SHALL BE INSTALLED AND MAINTAINED AT INTER SECTIONS WHERE THE ACCESS ROAD IS CROSSING AND EXISTING COUNTY DITCH GE -I27 JUG HANDLE TURNING RADIUS RD09-A Phone i1JQ Si, &ISO Lou Ien (Me 9i/ SI SD 10110C Such Asti, W. LIMP PM West', mmM,. CO 406/1 +nhII1WIO (OS WnMou1 P,OI(:LONI S,,,E f1. I M PRI PART D 'OP by 0 BP Wind Energy North America. Inc 201 Helios Way Houston. IX /7079 MI VISIONS VAIl COMMINI A 08/19111 ISSUI U IOR PI RMI I 9 01/16/71 ISSUI D I OR ILI VII W C 09/14//1 iSSUID IOR KIVII W Cedar Creek II Wind Repower d County, Colorado We 4786327 Pages: 27 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III ?'ivFiiIL' WiVN11 Fit v11 Ill III Construction Details 09/14/2021 5 4773483 Pages: 28 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO i Prdlq11,411,411,1KI MI Pk Id!+1�Pd�Flh� Y4� u REFERENCE GE RENEWABLE ENERGY ILCHN,CAL DOCUMENTATION WIND TURBINE GENERATOR SYSTEM 1.x/2 x - 116 /127 REPOWER -60Hz FOR THE 120 DECREE TURNING RADIUS FOR THE 127 ROTOR DIAMETER COMPONENTS c•I BLADE SWING CLEAR ZONE n•4.flea -;Tar-n�• 4 EDGE OF TEMPORARY GRAVEL INSTALL SILT FENCE OR FIBER ROLLS AT EXPOSED EDGE BETWEEN ROAD AND DITCH NOTE UPON DELIVERY VEHICLE COMPLETION, TEMPORARY INTERSECTION WIDENING 10 BE REMOVED AND ALL DISTURBED AREA RESTORED TO NATIVE CONDITIONS. 2 CULVERTS AND PERIMETER SEDIMENT CONTROL SHALL BE INSTALLED AND MAINTAINED AT INTER SECTIONS WHERE THE ACCESS ROAD IS CROSSING AND EXISTING COUNTY DITCH CE -127 CUT -THROUGH TURNING RADIUS RDO9-B REFERENCE CE RENEWABLE ENERGY TECHNICAL DOCUMENTATION WIND TURBINE GENERATOR SYSTEM 1 x/2 x - 116 /127 REPOWER -60Hz FOR THE 120 DEGREE TURNING RADIUS FOR THE 127 ROTOR DIAM TER COMPONENTS BLADE SWING CLEARZONE — k a '4, 47. EDGE OF TEMPORARY GRAVEL NOTE 1 UPON DELIVERY VEHICLE COMPLE HON, TEMPORARY INTERSECTION WIDENING TO BE REMOVED AND ALL DISTURBED AREA RESTORED TO NATIVE CONDITIONS 2 CULVERTS AND PERIMETER SEDIMENT CONTROL SHALL BE INSTALLED AND MAINTAINED AT INTER SECTIONS WHERE THE ACCESS ROAD IS CROSSING AND EXISTING COUNTY DITCH GE -127 120 DEGREE TURNING RADIUS RDO9-D • REFERENCE GE RENEWABLE ENERGY TECHNICAL DOCUMENTAIiUN WINO TURBINE GENERATOR SYSTEM 1 x/2 x - 116 /127 REPOWER -60Hz FOR THE 90 DEGREE TURNING RADIUS FOR THE 127 ROTOR DIAMETER COMPONENTS BLADE SWING .EAR ZONE 4 - EDGE OF TEMPORARY GRAVEL - INSTALL SILT FENCE OR FIBER ROLLS AT ':` EXPOSED EDGE BETWEEN ROAD AND DITCH NOTE, 1 UPON DELIVERY VEHICLE COMPLETION, TEMPORARY INTERSECTION WIDENING TO BE REMOVED AND ALL DISTURBED AREA RESTORED TO NATIVE CONDITIONS. 2 CULVERTS AND PERIMETER SEDIMENT CONTROL SHALL BE INSTALLED AND MAINTAINED AT INTER SECTIONS WHERE THE•ACCESS ROAD IS CROSSING AND EXISTING COUNTY DITCH 1ommemomd GE -127 90 DEGREE TURNING RADIUS RD09-C 6" Mk MAXIMUM ALLOWABLE DIP ON FLAT TERRAIN S0 6•' MAXIMUM ALLOWABLE BUMP ON FLAT TERRAIN VINIMUM K VALUE = 16 7 6 MAXIMUM ALLOWABLE DIP ON SLOPED TERRAIN 6's MAXIMUM ALLOWABLE BUMP ON SLOPED TERRAIN MAXIMUM DEFLECTION FOR TURBINE ACCESS ROAD RDO4 EXISTING GROUND 4H IV MAX SLOPE EXISTING GROUND 4N 1V MAX SLOPE NOTES t CONTRACTOR TO ENSURE THAT ROADS AND SHOULDERS REMAIN WELL DRAINED 2 CONTRACTOR SHALL CONSTRUCT CROSS SLOPE WHERE ROADS ARE CONSTRUCTED ON A SIDE SLOPE. AND WHERE OTHERWISE NOTED ON PLANS 3 SLOPES SHOWN ARE TYPICAL SOME ROAD LOCATIONS MAY REQUIRE VARIATIONS IN SLOPE 4 CROWN/CROSS SLOPE IS 1% MAXIMUM FOR CRANE TRAVEL 5 ROADS TO GENERALLY FOLLOW EXISTING CONTOURS EXCEPT IF GRADES EXCEED TURBINE DELIVERY VEHICLE CAPABILITIES, IF THIS OCCURS CONTRACTOR MAY PROVIDE ASSIST VEHICLE OR MODIFY GRADE 6 ALL DISTURBED GROUND NOT COVERED WITH GRAVEL SHALL BE STABILIZED PER THE PROJECT SWPPP 7 PERMANENT SLOPES IN AGRICULTURAL AREAS MAY REQUIRE REMEDIATION TO MINIMIZE AGRICULTURAL IMPACTS COOROtNATE REQUIREMENTS WITH OWNER S ADDITIONAL AGGREGATE AND/OR ROAD MAINTENANCE MAY BE REQUIRED ON THE EXISTING TURBINE ACCESS ROADS PRIOR TO TURBINE Of LIVERIES O 4 20 200 7Yp!CA. net g w� 8 I% SLOPE 1% SLOPE 20 O 4 COMPACTED NATIVE MATERIAL REQUIRED FOR CRANE TRAVEL 1% SLOPE '.% SLOPE TING GROUND 4H I V MAX SLOPE EXISTING cactouNO 4H1V NAM SLOPE C V. TYPICAL EXISTING ACCESS ROAD WITH CRANE PATH Not lOSLAII RD15 4786327 Pages: 28 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO II rjSPI' III i 4 1 MAX FILL SLOPE • • • • • • • • NOTES: • • • • STABILIZE FILL SLOPES WITH EROSION CONTROL BLANKETS ✓ROPOSLO TEMPORARY CULVERT STABILIZE FILL SLOPES WITH EROSION CONTROL BLANKETS • INSTALL SILT FENCE ALONG IMPROVEMENT. REFER TO DETAIL G003 FOR SPECIFICATIONS TEMPORARY CRANE TRAVEL PATH CULVERT FILL SLOPE w CRANE PATH PLAN VIEW SILT FENCE ' 1 CULVERT INSTALLATION SHALL CONFORM WITH MANUFACTURERS RECOMMENDATION FOR INSTALLATION 2 MINIMIZE 3 RIP RAP NEEDED 4 UPON REMOVAL OF CONDITIONS REFER DISTURBANCE TO THE STREAM/DITCH DURING CULVERT INSTALLATION/REMOVAL WITH GEOTEXTILE FABRIC MAY BE SUBSTITUTED FOR THE EROSION CONTROL BLANKETS WHERE TEMPORARY STREAM CROSSING. THE DISTURBED TO THE PROJECT SWPPP AREA SHALL BE RESTORED TO NATIVE YMrRroed TYPICAL TEMPORARY CRANE TRAVEL PATH DITCH/STREAM CROSSING 11TH EROSION CONTROL BLANKETS RD13 SILT FENCE OR FIBER ROLLS • • • • • • • • EXISTING WA TERBOOY/WE TL AND • • • • • • • • • TEMPORARY DITCH/ SWALE IMPACT �NOTE 4 • SHAPE DITCH/SWALE TO PRE - CONSTRUCTION CONDITION/SMOOTH GRADE, PERMANENTLY SEED SLOPES AND INSTALL EROSION CONTROL BLANKETS ALONG DISTURBED SLOPES • -EROSION CONTROL BLANKETS SHALL BE INSTALLED PARALLEL TO THE WATER FLOW OF THE CHANNEL REFER TO DETAIL GD22 FOR INSTALLATION REQUIREMENTS NOTES: 1 DRAWING is NOT TO SCALE 2 UPON REMOVAL OF TEMPORARY DITCH/SWALE CROSSING, THE DISTURBED AREA SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITIONS REFER TO THE PROJECT SWPPP FOR RESTORATION AND SEEDING SPECIFICATIONS (ALTERNATE PRE APPROVED SEED MIXES MAY BE USE IN LIEU OF WHAT IS CALLED OUT IN THE SWPPP) 3 REMOVE RIP RAP, FILL MATERIAL AND SHAPE CHANNEL TO PRE -CONSTRUCTED CONDITION PERMANENTLY SEED ALL DISTURBED SLOPES IN CONFORMANCE WITH THE PROJECT SWPPP NARRATIVE INSTALL EROSION CONTROL ON ALL DISTURBED SLOPES, WHERE ANY FLOWS ARE CONCENTRATED ANO WITHIN THE DITCHES WETTED PERIMETER 4 DECOMPACT. REAPPLY TOPSOIL AND TILL DISTURBED AREA TO RESTORE TO PRE -CONSTRUCTION AGRICULTURAL CONDITION AND RESTORE ANY VEGETATED BUFFER THAT EXISTED PRE -CONSTRUCTION 5 REMOVE SILT FENCE ONCE FINAL STABILIZATIO% HAS OCCuRREO WITH A MINIMUM OF 7076 VEGETATION uPSLOPE OF SILT FENCE MODIFIED TEMPORARY DITCH/SWALE CROSSING RESTORATION RD14-1 Westwood Phone I12Q SSI •IS0 101/0 C hula Maw. W, Suite •201 toll I,ee TINA 9S1 SI SO Wnt•l mantes . CO .0021 Wt %wom P,ula,onal Seen a. IK bp 0 BP Wind Energy North America, Inc. 201 hellos Way Houston, TX 1/0/9 RI VISIONS a DAII (OMMI NI A 06/19/21 ISSUED IOR PI ANTI a 06/2W/I ISSUtDIOA RI VIIW 09/14//t ISSUED ION RI Cedar Creek II Wind Repower Weld County, Colorado Construction Details A-_ 09/14/2021 6 4773483 Pages: 29 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 111eJiWikR'iIN}& II III West wood k r •LXAMPLE ONLY - ACTUAL LAYOUT MAY VARY DUE TO SITE TERRAIN AND CONDITIONS* EDGE OF CRANE PATH EDGE OF GRAVEL OF ROAD DISTURBANCE LIMITS WIDTHS FOR CRANE WALKS AND ACCESS ROADS WILL VARY NOTE 200' RADIUS CLEARED AND GRADED TO TX OR LESS SIZE OF CLEARED AREA MAY BE ADJUSTED AT CONTRACTOR'S / DISCRETION BASED ON SITE CONDITIONS / • 250' RADIUS DISTURBANCE FOR \ TAGLINE USE DURING ROTOR LIFT • / • ACTUAL CRANE PAD & COMPONENT LOCATIONS TO BE DETERMINED BY CONTRACTOR DISTANCE BETWEEN CENTER OF TURBINE AND EDGE OF GRAVEL ROAD VARIES BY TURBINC-SITE COMPONENT STACANG SHOULD BE ADJUSTED AS NEEDED BASED ON ACTUAL SITE CONDITIONS -- 60' DIAMETER FOUNDATION • • • • \ • / 60'X60' (TYP) CRANE PAD- LOCATION TO BE DETERMINED IN FIELD TYPICAL WIG SITE - PLAN VIEW TS01 GRAVE ROAD 42' CRANE PA IH "PENDING FINAL APPROVAL FROM UTILITY COMPANY EXISTING PIPELINE/UTILITY PLAN MAX DEFLECTION SHALL BE 9" I PER 100' �/ COVER SHALL BE INCREASED TO BE 4O" OR GREATER OVER PIPE DEPTH OF PIPE VARIES. EXISTING PIPELINE/UTILITY VERIFY IN FIELD NOTE: QBOEJLE MINIMUM K VALUE - 16.5 I. CROSSING DETAIL FOR INFORMATION ONLY CROSSING MUST BE APPROVED BY UTILITY COMPANY PRIOR TO CROSSING 2 LOCATION AND DEPTH OF EXISTING UTILITY SHALL BE FIELD VERIFIED BY EXISTING UTILITY OWNER/OPERATOR. 3 EARTH COVER PROTECTION FOR EXISTING UTILITIES SHALL BE USED WHERE THE COVER OVER THE EXISTING UTILITY IS LESS THAN 400 WSW I EARTH COVER PROTECTION FOR UTILITY CROSSING 1 U T01 480 COVER MIN EXISTING UTILITY 'PENDING PENAL APPROVAL PROM UTILITY COMPANY, EDGE OF COMPACTED-7le NATIVE MATERIAL ,C// PROFIT F 20' PROPOSED GRAVEL SURFACE EDGE OF COMPACTED NATIVE MATERIAL b 16' GRAVEL ROAD 42' CRANE PATH NOTE: EXISTING YTILITY d CROSS SECTION _ III 1111/1111 III I i H ,.in.* 1 I 1 IMF; 1 f / 7 wei1r. P III IIII'UIII III - EXISTING UTILITY EDGE OF COMPACTED NATIVE MATERIAL EDGE OF PROPOSED CRAWL CROSSING DETAIL FOR INFORMATION ONLY CROSSING MUST BE APPROVED BY UTILITY COMPANY PRIOR TO CROSSING 2 DEPTH AND LENGTH OF FILL VARIES PER PIPELINE/UTILITY COMPANIES RECOMMENDATION 3 CRANE MAT PROTECTION FOR UTILITY CROSSING SHALL BE USED WHERE THE COVER OVER THE EXISTING UTILITY IS 48" OR CRTATFR CRANE MAT PROTECTION FOR UTILITY CROSSING UTO2-1 TEMPORARY CULVERT TO BE REMOVED FOLLOWING CONSTRUCTION (TYP ) NOTE: SAND BLISTER TO BE CENTERED UNDER THE CRANE'S TRACKS AND EXTEND A MINIMUM OF 2' OUTSIDE OF THE CRANE MAT FOOTPRINT 2 ALL DISTURBED AREA WITHIN THE COUNTY ROW TO BE RETURNED TO EXISTING CONDITONS. 3 ALL DISTURBED AREA TO BE RESTORED ACCORDING TO THE PROJECT SWPPP AND NARRATIVE 4 THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY REPAIRS TO THE ROAD BASED ON DAMAGE CAUSED BY THE CRANE CROSSING DIMENSIONS SHOWN ARE APPROXIMATE AND MAY CHANGE BASED ON ACTUAL CRANE UTILIZED BY CONTRACTOR 6 ALTERNATIVE METHODS MAY BE USED FOLLOWING APPROVAL FROM OWNER AND COUNT*/ UPON REMOVAL OF CROSSING APPLY SEED AND EROSION CONTROL BLANKET TO FINAL GRADE TO RESTORE DITCHES AND SLOPES TO PRE -CONSTRUCTION CONDITION EXISTING GROUND EXISTING ROAO ADD CRANE MATS AS REQUIRED CRANE MATS MAY BE USED AT CONTRACTO4. DISCRETION BASED ON FIELD CONDITIONS r.\\wait c OF EXISTING ROAD TEMPORARY COMPACTED FILL TO BE REMOVED FOLLOWING CONSTRUCTION (TYP ) TEMPORAR FOLLOWING TEMPORARY CRANE PATH LI i ii W TEMPORA RLANKE' CE PER DETAIL GD03 (TYP ) r CULVERT TO BE REMOVED CONSTRUCTION (TYP) RY EROSION CONTROL FOR EXPOSED SOILS (TYP ) Iftlembraml TYPICAL TEMPORARY CRANE PATH EXISTING ROAD CROSSING I RD22-A 200' 200' FOUNDATION PEDESTAL ELEVATION ERECTION/LAYOOWN AREA GRADE FINISHED GROUND LESS THAN 1% TERRACE IF NECESSARY ----\- EXISTING GROUND LESS THAN SX SLOPE CONTRACTOR TO PROTECT EXISTING BEAUTY RING AROUND TURBINE TOWER CRANE PAD COMPACT NATIVE MATERIAL TO WITHIN 1" FLATNESS AND 1' FOUNDATION PEDESTAL ELEVATION (TEMP CRANE MATS MAY BE REQUIRED) INrrneosi TYPICAL WTG SITE - PROFILE VIEW I TS03 r 200' 200' FOUNDATION PEDESTAL ELEVATION ERECTION/LAYDOWN AREA GRADE FINISHED GROUND LESS THAN 1X TERRACE IF NECESSARY CRANE PAD COMPACT NATIVE MATERIAL TO WITHIN I" FLATNESS AND 1' FOUNDATION PEDESTAL ELEVATION (TEMP CRANE MATS MAY BE REQUIRED) CONTRACTOR TO PROTECT EXISTING BEAUTY RING AROUND TURBINE TOWER EXISTING GROUND GREATER THAN 5X SLOPE WiimIlasod TYPICAL WTG SITE. EXISTING GROUND GREATER THAN 5% - PROFILE VIEW 1 TSO4 ?OCK WEEPER ;)PTIONAL) DRAINAGE DIRECTION TO LOCAL LOW POINT NOTE: PLAN 3' SECTION A -A CONTRACTOR TO STRIP TOP SOIL OUT TO CREATE BERM r 3/4' MINUS STONE (OR EQUIVALENT) ON UPSLOPE (INSIDE) 3 1 SIDE SLOPE STRIPPED TOP SOIL 3 1 SIDE SLOPE 3" MINUS STONE (OR EQUIVALENT) ON DOWNSLOPE (OUTSIDE) ROCK WEEP SECTION I ADDITIONAL SILT FENCE (ESC01) IS RECOMMEND AT TURBINE SITES WITHIN CLOSE PROXIMITY TO WATERWAYS 2 BERMS SHOULD BE PLACED AROUND DOWN GRADE PERIMETER OF PAD AREA TO PROVIDE PERIMETER SEDIMENT CONTROL 3 TERMINAL ENOS OF BERM SHOULD BE HIGHER IN an/ATHA THAN THE TOP OF BERM 4 TEMPORARY STABILIZATION OF TOP SOIL BERM COULD CONSIST OF HYDROMULCH OR STRAW MULCH (WEED FREE) AS NECESSARY. MULTIPLE ROCK WEEPERS MAY BE NEEDED. CONTRACTOR TO FIELD FIT AS NECESSARY. ROCK WEEPERS ARE OPTIONAL TO MINIMIZE WATER ACCUMULATION WITH IN TURBINE PAD AREA. TYPICAL EARTHEN BERM AND ROCK WEEPER 1 EC07 AqW UXI SII US0 T0I rocMuc$ Ra w.I. s.s nc' Id i.te (MIeW SISO Woftesw,COSMIP .w-wuodp..," WR11 o P anodwl Sewtn. I,o PRI PAR1 U I Q4' bp BP Wind Energy North America, Inc. 201 Helios Way Houston, TX 77079 Rlns:�tis I DAIL C0MMINI A 011/19/11 ISSWONJR RANI! A OWWDI ISSIADIOR UVIIS C 0WW)1 ISWLDDWRMRW Cedar Creek II Wind Repower Id County, Colorado We 4786327 Pages: 29 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III rarhill'AWhifuriLliiiir.VRIVINIA 11111 Construction Details 09/14/2021 7 4773483 Pages: 30 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII mr,dritik/vmpermorimiliklian tit', Westwood i v so. tiiw174 io 4, ACT ti 40' RADIUS (TYP.) MIRAFI HP270 GEOTEXTILE OR APPROVED EQUAL (AS NEEDED) 6" MINIMUM DEPTH \NY 1" 3" WASHED ROCK NOTES ROCK CONSTRUCTION ENTRANCE SHOULD BE A MINIMUM THICKNESS OF 6" AND CONTAIN MAXIMUM SIDE SLOPES OF 4.1 ROCK ENTRANCE SHOULD BE INSPECTED AND MAINTAINED REGULARLY ROCK ENTRANCE LENGTH MAY NEED TO BE EXTENDED IN CLAY SOILS IB/d ROCK CONSTRUCTION ENTRANCE GD0S SPACING FOR STAPLES Si OPE RATIO STAPI FG/YARD 2:1 (H:V)> 1 2 STAPLES 2:1 - 1 1 1 7 STAPLES . MIN e OVERLAP TYPICAL SLOPE SOIL STABILIZATION 'SOME TRIO viEw NOTE: 1 REFER TO THE PROJECT SWPPP FOR IMPLEMENTATION REQUIREMENTS 2 MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE 3 SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND CRASS 4 MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT 5 LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL 6 DO NOT STRETCH. 7 BLANKET TYPE ANO WEIGHT MUST BE CHOOSEN BASED ON SITE CONDITIONS AND MANUFACTURERS RECOMMENDATIONS. STAPLE LENGTHS SHALL CONFORM TO MANUFACTURERS RECOMMENDATIONS • •_ • • • TAMP DIRT OVER MAT/ BLANKET GENERAL STAPLE PATTERN FILE NB $tR souRCE NON -WOVEN GEOTEXTILE FILTER FABRIC UNDER TYPICAL TREATMENT �T 4X 'w WATER TABLE 8 SOS TEMPORARY EROSION BLANKETS G D 2 1 TURF REINFORCEMENT MATS FOR SLOPES maa:r.afafta7t r� enal r COLT IR F IRRD1tS NOTE GROOVES WILL CATCH SEED, FERTILIZER, MULCH. RAINFALL AND DECREASE RUNOFF RATE USE SLOPE TRACKING FOR SLOPES 4:1 AND 50 FEET LONG OR STEEPER/LONGER. USE TEMPORARY CONTOUR FURROWS FOR SLOPES 3 I AND 75 rEET LONG OR STEEPER/LONGER w11th..d SURFACE ROUGHENING FOR ALL SLOPES GREATER THAN 4:1 GDO9 LONGITUDINAL 6 TERMINALSLOPE AND INITIAL CHANNEL ANCHOR TRENCH CHANNEL ANCHOR TRENCH ANCHOR TRENCH CHANNEL MAY DR MAY NOT HAVE A CULVERT NOTE: REFER TO THE PROJECT SWPPP FOR IMPLEMENTATION REQUIREMENTS. 2. CHECK SLOTS TO BE CONSTRUCTED PER MANUFACTURERS SPECIFICATIONS. 3 STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS 4 MINIMUM OF 3.5 STAPLES/YARD. 5 BLANKET TYPE AND WEIGHT MUST BE CHOOSEN BASED ON SITE CONDITIONS AND MANUFACTURERS RECOMMENDATIONS STAPLE LENGTHS SHALL CONFORM TO MANUFACTURERS RECOMMENDATIONS EROSION CONTROL BLANKETS SHALL EXTEND TO THE EDGE OF THE DISTURBANCE LIMITS -CHECK SLOT AT 25' INTERVALS. INTERMITTENT CHECK SLOT 6 7 TEMPORARY EROSION BLANKETS TURF REINFORCEMENT MATS FOR CHANNELS GD22 NOTES FIBER ROLLS SHALL 8E INSTALLED PRIOR TO UPSLOPE DISTURBANCE ACTIVITIES COMMENCING 2 FIBER ROLLS SHALL BE PREFABRICATED AND MADE FROM WEED FREE RICE STRAW, FLAX, OR A SIMILAR AGRICULTURAL MATERIAL BOUND INTO A TIGHT TUBULAR ROLL BY NETTING USE A 6" OR 12" DIA ROLL 3 TRENCHES SHALL BE CREATED ALONG THE SLOPE OF THE PERIMETER THE TRENCH DEPTH SHOULD BE 1/4 TO 1/3 OF THE THICKNESS OF THE ROLL, AND THE WIDTH SHOULD EQUAL THE ROLL DIAMETER, IN ORDER TO PROVIDE AREA TO BACKFILL THE TRENCH 4 STAKE FIBER ROLLS INTO THE TRENCH. DRIVE STAKES AT THE END OF EACH FIBER ROLL AND SPACED 4 FEET MAXIMUM ON CENTER USE WOOD STAKES WITH NOMINAL CLASSIFICATION OF 0.75 IN BY 0.75 IN AND A MINIMUM LENGTH OF 24 IN. ROLLS SHALL BE INSTALLED PERPENDICULAR TO WATER MOVEMENT, AND PARALLEL TO THE SLOPE CONTOUR. TURN THE ENDS OF THE FIBER ROLLS UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND THE ROLL THE UPSLOPE POINT SHOULD BE A MINIMUM 6" HIGHER IN ELEVATION THAN THE LOW POINT 7 IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHOULD BE OVERLAPPED A MINIMUM OF 6 INCHES, NOT ABUTTED. FIBER ROLLS ENCASED WITH PLASTIC NETTING ARE USED FOR A TEMPORARY APPLICATION ONLY AND SHOULD BE REMOVED FOLLOWING STABILIZATION. FIBER ROLLS USED IN A PERMANENT APPLICATION SHALL BE ENCASED WITH A BIODEGRADABLE MATERIAL ANO MAY BE LEFT IN 9 TEMPORARY INSTALLATIONS SHOULD ONLY BE REMOVED WHEN UP GRADIENT AREAS ARE STABILIZED PER GENERAL PERMIT REQUIREMENTS. AND/OR POLLUTANT SOURCES NO LONGER PRESENT A HAZARD BUT, THEY SHOULD ALSO BE REMOVED BEFORE VEGETATION BECOMES TOO MATURE SO THAT THE REMOVAL PROCESS DOES NOT DISTURB MORE SOIL AND VEGETATION THAN IS NECESSARY FIBER ROLLS MUST BE INSPECTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS FOR THE ASSOCIATED PROJECT TYPE AND RISK LEVEL. IT IS RECOMMENDED THAT AT A MINIMUM, THE BMPS BE INSPECTED WEEKLY, PRIOR TO FORECASTED RAIN EVENTS, DAILY DURING EXTENDED RAIN EVENTS, AND AFTER THE CONCLUSION OF RAIN EVENTS 5 6 B UPSLOPE DISTURBED AREA/PROJECT SITE WRAP ENDS UPSLOPE TO CONTAIN RUNOFF FROM CONSTRUCTION AREA 0.75" DRIVEN WOODEN STAKES TO BE PERPENDICULAR TO SURFACE FLOW FLOW UNDISTURBED AREA SLOPE (H: V) < 4:1 4:1 - 2:1 MAX SPACING FT 20 15 > 2:1 10 • A CLOSER SPACING IS MORE EFFECTIVE OVERLAP ROLLS A MINIMUM 6" 12. REPAIR OR REPLACE SPLIT, TORN. UNRAVELING. OR SLUMPING FIBER ROLLS. 13. SEDIMENT THAT ACCUMULATES UPSLOPE OF THE BMP SHOULD BE PERIODICALLY REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD THE DESIGNATED SEDIMENT STORAGE DEPTH 14. RILLS OR GULLIES MAY BEGIN TO FORM FOLLOWING MAJOR STORM EVENTS WHERE RUNOFF HAS OVERTOPPED THE FIBER ROLLS THESE RILLS OR GULLIES SHOULD BE PROMPTLY REPAIRED Yhall�od TYPICAL FIBER ROLLS FOR PERIMETER CONTROL OF CONSTRUCTION AREA LIMIT GD42 4786327 Pages: 30 of 106 12/17/2021 02:55 PM Fe0.0 d County , CO Carly Koppes, Clerk and Recorder, �I niKirtifg ION! � i i SPACING BETWEEN CHECK DAYS .6 TOPSOIL BERM SHALL BE STABILIZED PATH MULCH/SEED ROCK CHECK SHALL BE USED WHERE NEEDED AS A FILTER MEDIA, OR WHERE EROSION CONTROL BLANKETS AND/OR FIBER ROLLS DO NOT PROVIDE ADEQUATE EROSION AND SEDIMENT CONTROL RIP RAP PLACE FILTER FABRIC "A UNDER ROCK VIEW LOOKING UPSTREAM KEY STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A MINIMUM OF 18" TO PREVENT OVER FLOW AROUND DAM A t—� KEY IN ENDS OF FILTER FABRIC MINIMUM OF 5" SECTION A — A GEOTEXTILE FABRIC = THE DISTANCE SUCH THAT POINTS 'A' AND 'B' ARE OF EQUAL ELEVATION W atseOla TEMPORARY ROCK CHECK DAM 0D18 WHERE THERE IS POSITIVE DRAINAGE DISCHARGING TO THE EXISTING DITCH FROM THE LAYDOWN YARD, THE DITCH SHALL BE PROTECTED FROM EROSION AND SEDIMENT DEPOSITION FLOW DIRECTION EXISTING PUBLIC ROAD INGRESS/EGRES 6 ' ) F TO r }T a ), a?' 0 (TOPSOIL STOCst'l lCc') ii' NOTE: 'aft. N LAYDOWN YARD SHALL BE 6" BASE OF IDOT GRADATION 14 SECTION 4123 SILT FENCE SHALL BE INSTALLED AROUND THE PERIMETER WHERE STORMWATER RUNOFF WILL DISCHARGE FROM LAYDOWN YARD REFER TO PROJECT SWPP PLAN FOR SPECIFICATIONS OF EROSION AND SEDIMENT CONTROL vgandi TYPICAL LAYDOWN/STAGING AREA EROSION AND SEDIMENT CONTROL GD31 7'c 7 Munthr Fat sift% "W:.c u..s, ' ., Cbw.W dnmt aid calory INN 'Mn ta'.w .r Van] We. me Mel whit ,w fella! t uwW d.aMdtl bulgur 11 gauge 4 late[ lens L6 a 4000 sbpty lit sedy cog) : 9 Made 3Itpat 11, 211, len thaI >0 axe toy, dtdla wt wa41wis of 21 w lea mid vrinothot Ins Wt. i 5 i.)- Mrs* .r v.ro] Ate, cc ado] (wine 11 gaup, 4 Ndic keg Lear B IPds ocplsi tut w arl7 t 9 Alt&1, t; rye< 1 I, 2 i 1, non then ;u Ito Ieee dtdto with 044wul3 d SH A ka awl v.k<atr.3 los tun 4 i R'm will, last be, ? Iwhe 31 tkw dwth Raw r ,,nn3 Mo. droo* ode] tv:14ac t t easy, a rrh awls a mch tcrtatdv xtL•T 4 I 'el ran S ry.* p I' 7 1 ihtchoc wtta t ads[ s 0t 4a x lex, ns vokr<Yns lc that IS Ws. wet .au dart ) inch. et Sow dct )n rem, 'k1,6 mulut x n sa veb:ty ♦ s$ tbsi with JwUIs aced agar[ fl gtiU,., a wtrh ..39W IY Tub Iirsadysok) I 'c T y et each balm: wth p.diadc of 444 S las. (kw v4vstyc I+a lbw, V. It' . Intl los hat 4 oche. A tkw data rd wahr . Sc. bstk: withal to nYtral flow dram, Xi v in., 3044 osrontt with .r.4J. vdel raft, 11 g.gn, = rich Spies o Vkav that 3 n •lte Zekrce,wrd Mat -TIM) ONO' bssLt.: a ah yndn•L „t 4t .n4 lerc, U.vt vek vwt kas tor, c 1 R's ahM =AN A !Ohl, <.1 floes 4.;t Straw I r'aoccut a' wind DMr I. .tmcsia.d Inn% II gwp, S inch sight* _ Matthew 3 pawn elleT •:Ptit.YcfMn '4 !FL.: LOA batons wtb gradient: vg Tr ad la:, Dew windern l.a thin 7 t. r ar.1 tons , ,R•nr it bnv 'l Ai Canul ar wool bbl, i-nmwnwnw tering 11 st31, ::r. . SO' 1AletWood TEMPORARY EROSION BLANKETS I (TYPES AND APPLICATIONS) E�+_ 7C l� SLOPE STABILIZED W/MULCH OR EROSION CONTROL BLANKET SEDIMENT, ORGANIC MATTER. NATIVE CAPTUREDAND BEHIND SEEDS ARE THE WATTLES STRAW WATTLES MUST BE PLACED ALONG SLOPE CONTOURS. NOTE; 3' - S' STRAW WATTLES OVERLAP MIN. 4" 1' x i" STAKE OR REBAR AND/OR LIVE WILLOW STAKE 3/4" - 1 1/2" DIA. SPROUTED WILLOW STAKE (FOR WET SLOPES/ HIGH GROUND WATER TABLE) STRAW WATTLES ARE TUBES MADE FROM STRAW BOUND ARE APPROX 8" DIA AND 20 - 30 FT LONG 7 STRAW WATTLES TRAP SEDIMENT AND REDUCE SHEET & SLOPE LENGTH, INCREASING INFILTRATION RATES AND ENVIRONMENT FOR PLANT ESTABLISHMENT. W/ PLASTIC NETTING. THEY RILL EROSION BY REDUCING BY PROOUCING A FAVORABLE S STRAW WATTLE INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE WATTLE IN A TRENCH, I" - 3` DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND WATTLE. 4 STRAW WATTLES USED FOR SLOPES MINIMUM SOFT LONG AND 3 1 SLOPE 5 WOOD FIBER LOGS CAN BE SUBSTITUTED FOR STRAW. VAntMood TEMPORARY FILTER LOG SLOPE BREAK GD20 CATEGORY 3 EROSION CONTROL 4 X 4" TRENCH BACKFILLEO OVER EROSION CONTROL. 3LANKET STRAW OR WOOD FIBER 6` - OR 12" DIA ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING BIOROLL MIN. 10' LONG NQTE: REFER TO THE PROJECT SWPPP FOR IMPLEMENTATION REQUIREMENTS. 2 POINT "A" MUST BE HIGHER THAN POINT "B" TO ENSURE THAT WATER FLOWS OVER THE DIKE AND NOT AROUND THE ENOS 3 TYPE OF MATERIAL FOR EROSION CONTROL BLANKET IS SUBJECT TO FIELD CONDITIONS AND MANUFACTURERS RECOMMENDATION PQIN T A OINT 8", 11 GA STAPLES SPACED 1' 0" ON CENTER 2"X2" X 18" LONG WOODEN STAKES AT 2' 0" SPACING. DRIVE THROUGH NETTING AND FIBER ROLL Wee - TEMPORARY BIOROLL BLANKET SYSTEM I GD23 3 (DITCH APPLICATION) OVERLAP BIOROLL ENDS A M:NOL UM or 6" FIELD STANDPIPE --- STRAW OR W000 FIBER 6" OR 12" DIA ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING BIOROLL MIN 10' LONG 2"X2" X 18" LONG WOODEN STAKES AT 2' 0" SPACING DRIVE THROUGH NETTING AND FIBER ROLL NOTE: • INLET PROTECTION SHALL BE USED FOR FIELD STANDPIPES THAT HAVE SOIL DISTURBANCE WITHIN 200' OF INLET 2 INSPECT AND REPAIR BIOROLL AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN ACCUMULATED TO 1/2 THE HEIGHT OF THE FABRIC OR MORE 3 REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED If- - INLET PROTECTION WITH BIOROLL GD30 Phone COQ S31435O 101 /O Chooch Ranch Wirt Sun, OM loll lroe (4443931 S15O Westin visit., CO 40011 westwaadpcso. Westwood Ptolessionsl Swains by 0 BP Wind Energy North America, Inc. 201 Helios Way Houston, TX 77079 KL VISIONS a OAT& COMMTNI A 0//19/71 ISSUED 108 Pt RM I I 8 01/2N11 ISSUED FOR REVIEW C 09/14/71 ISSUED IOR REVKW Cedar Creek II Wind Repower Weld County, Colorado Construction Details 09/14/2021 8 4773483 Pages: 31 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO iiiridDe I WrIELIERICIINAgilyi 1111 GATE AT FIELD EXISTING FENCE FENCE C] 4 O. is (n (n U a CROSSINGS ikGATE TYPE GA01 OR GA03 TO BE DETERMINED BY CONTRACTOR GATE AT ROW FENCE CROSSINGS GATE TYPE CA01 OR GAD3 TO BE DETERMINED BY CONTRACTOR N TEMPORARY FENCE ExISTING FENC O Q o a in (n u u Q EXISTING ROAD NOTE: • FOLLOWING TURBINE CONSTRUCTION TRAFFIC, THE TEMPORARY FENc AND GATE SHALL BE REMOVED AND REINSTALLED TO MATCH THE PRECONSTRUCTION CONFIGURATION GATE AT ROW/FIELD FENCE CROSSINGS FNO1 Illewwwil 44' EXISTING BARBED I _ WIRE NEW BARBED WIRE - / f POST 18' NATURAL GROUND z 0 a NOTE • VER TICAL BARBED WIRE REMOVABLE FENCE FASTENERS WITH TENSIDNERS U -CHANNEL POST, MINIMUM 3 0 LB./FT . S' LONG, GALVANIZED (TYP) 9'-B" DIRECT BURIED PRESSURE TREATED, FOR A MIN 20 YEAR LIFE, TIMBER FENCE POST (SEE NOTE) ALL FITTINGS, HARDWARE AND OTHER APPURTENANCES SHALL BE FABRICATED AND FITTED IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS 2 TO BE USED AT CRANE PATH ONLY CROSSINGS 3 BARBED WIRE SHALL MATCH EXISTING 4, 5. OR 6 WIRE FENCE 4 REMOVE U -POST AND TEMPORARY FASTENERS AND REPAIR FENCE T PRE -CONSTRUCTION PROJECT CONDITIONS AFTER FACILITIES ARE NSTA: :_ED TEMPORARY FENCE CROSSING FN02 200' RADIUS CLEARED AND GRADED TO 1% OR LESS ADJUSTED AT CONTRACTORS DISCRETION BASED ON SITE CONDITIONS 5 'S, 60. SO FTYP) CRANE PAD LOCATION TO BE DETERMINED IN THE FIELD i e TRUCK TURNAROUND AREA TYPICAL TRUCK TURNAROUND TRUCK \\\ TURNARL'%1(40 LANE I I I TURBINE / LOCATION / ^o 1 TS05 EXISTING BARBED WIRE AL GROUND 8" RATED 10 LBS (EOIJVALENT CF a THOOESS) 13" SADDLE, EACH r APART, C TO C FOLDING (COLLAPSIBLE) WINGS 5 T 20' NOTE. z 2 i" PIPE 13 PIPES ON A 7" WIDE CATTLE GUARD A -A 1 ALL FITTINGS. HARDWARE AND OTHER APPURTENANCES SHALL BE FABRICATED AND FITTED IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS 2 BARBED WIRE SHALL MATCH EXISTING 4, 5, OR 6 WIRE FENCE 3 5 I- BEAM RUNNERS FOR BASE. 5' APART FOR A 20' SPAN. ADD ANOTHH I -BEAM FOR EVERY 5' COVER I -BEAM WITH FACEPLATES ON BOTH APPROACHES, WITH MINIMUM FACEPLATE OF j'X8"X LENGTH OF GUARD 4 CALL ROAD SUPERINTENDENT IF PIPE EXCEEDS SPECIFICATIONS Westwood CATTLE GUARD ONLY CG03 L)(ISl1NG BARBED 5' / WIRE REMOVABLE POST EXISTING TIMBER POST 5 24' (CRANE PATH) LATCH HINGE SID 18' (ACCESS ROAD) 5' 5' The Z- S I - >K>c - --- a n- ? r.4 _ 24' REMOVABLE BARBED WIRE (ONLY REQUIRED IF CRANE PATH IS ADJACENT NA I GROUNDTO ACCESS ROAD) J 18' CATE MATCH EXISTING GATE MATERIAL OR LANDOWNERS PREFERENCE _ _ NEW BARBED HARE - NOTE: MATCH TO EXISTING POST MATCH TO EXISTING POST TYPES TYPES EMBED 4'-6' PVC PIPE SLEEVE 18" MIN DIAMETER CONCRETE EMBEDDED FOR POST (TYPICAL WIRE GAP POLE EMBEDMENT) 1 H -BRACING SHALL BE CONSTRUCTED ON EACH END OF THE GATE 2 GATES ARE ONLY REQUIRED TO CONTAIN LIVESTOCK 3 DO NOT INSTALL 24' REMOVABLE BARBED WIRE GATE SECTION IF CRANE TRAVEL IS NOT EXPECTED Wrtwal TYPICAL FENCE CROSSING WITH ACCESS ROAD/CRANE PATH AND GATES INSTALLED r GA02 48" MIN 2"K2- WOOD OR STEEL 'T- POST POST SPACING / MAX ON OPEN RUNS •1 MAX ON POOLING AREAS 36 WIDE FILTER FABRIC FLOW FLO'N 48 MIN POST INSTALLED ON SLIGHT ANGLE TOWARD RUNOFF SOURCE 12' MIN 24" IN POOLING AREAS PONDING HEIGHT (2' MAX) FILTER FABRIC, ATTACH SECURELY TO UPSTREAM SIDE OF POST WITH 3 SOIb TENSILE STRENGTH PLASTIC ZIP TIES PER POST WITHIN TOP 8. OF FABRIC RUNOFF 6 FABRIC SLICED INTO SOIL WITH COMPACTED BACKFILL ON BOTH SIDES OF FENCE NOTES r&IT FENCE MATERIAL SHOULD Bf POLYPROPYLENE, POLYETHYLENE OR POtYAMWDE WOVEN OR NONWOVEN FABRIC THE FABRIC WIDTH SHOULD OE 36 INCHES. WITH A MINIMUM UNIT WEIGHT OF 4 5 at/YD. MULLEN BURST STRENGTH EXCEEDING 190 LB/IN 2. ULTRAVIOLET STABILITY EXCEEDING 70% AND MINIMUM APPARENT OPENING SIZE OF U S SIEVE NO 30 2 SILT FENCE SHOULD BE SECURELY FASTENED TO EACH SUPPORT POST THERE SHOULD BE A 3F1 OVERLAP. SECURELY FASTENED WHERE ENDS OF FABRIC MEET 1 SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFIOENCY 4 ALL ENDS OF THE SILT F{NCE SHALL BE WRAPPED uPSLOPE SO THE ELEVATION Of THE BOTTOM Of FABRIC IS HIGHER THAN 'PONDING HEIGHT - INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN ACCUMULATED TO 1/3 HEIGHT Of THE FABRIC OR MORE 6 REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF SITE AND CAN Bf PERMANENTLY STABILIZED 7 SILT FENCE SHOULD REMAIN IN PLACE AND MAINTAINED UNTIL THE DISTURBED AREA IS PERMANENTLY STABIL IZED 5 INSTALL A SECOND ROW OF SILT FENCE APPROXIMATELY S' FROM INITIAL ROW WHEN REDUNDANT PROTECTION IS REQUIRED WITHIN 50' OF WETLANDS AND STREAMS Sil T FENCE NOT IO SIMI, ESCO1 NSTEO GALVANIZED p9 NRE DIAGONAL BRACE ExISrIN( BARBED WIRE 20' GATE ~ PROViDE 2 7/8" • STEEL CROSS BRACINGS FOR LATERAL SUPPORT LATCH SIDE HINGE SIDE TWWSIED GALVANIZED /9 *IRE DIAGONAL BRACE _r ( 1 7I I •IN:;Y\1 in I 1 - _ 8� THEAVYDUTYTUBEGATEJ CHAINED WITH TWO (2) LOCKS 42" MIN - 5 RAILS .,,B.E: t a 4 5' IAN l 12" MIN DIME TER NOTE: \-9 1/2'-5 1/2` STEEL FENCE POST t 18" MIN DIAMETER 9 1/2'-3 1/2" STEEL FENCE POST 12 MIN DIAME TER ALL FITTINGS, HARDWARE AND OTHER APPURTENANCES SHALL BE FABRICATED AND FITTED IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS ALL DIRECT BURIED POSTS SHALL BE BACKFILLED WITH APPROx 5 CF OF OuICKRFTF R. OR APPROVED EQUAL BARBED WIRE SHALL MATCH EXISTING 4, 5, OR 6 WIRE FENCE H -FRAME MUST BE PLACED IN EXISTING FENCE LINE & EXISTING FENCE ATTACHED 10 NEW SUPPORTS PRIOR TO CUTTING OF EXISTING FENCE NS TALL GATE HINGES SO THAT GATE OPENS FULLY (180 DECREES) BACK TO THE FENCE Westwood GATE TYPE A - SINGLE GATE I GA01 Westwood Phan. (//Q 111 II ISO lull l,,, (/6!) 41/ '.ISO 101 /0C luu h Ranch Way, Sun. 1)01 Wltlw lade,. (0 40021 •r.Iwahlpt(om wn.w,n.l P,ol.awnal Serve a. IM . . J!I 11 lOll Up 0 BP Wind Energy North America, Inc. 201 Helios Way Houston, IX /1079 RI VISIONS I Mn (OMMtNI A 04/ 19//I !MID IOR Pt MCI 6 06//W)1 ISSUI I) ION RI VII W C 09/14//1 ISSUI n I OR NI VII Cedar Creek II Wind Repower Weld County, Colorado 4786327 Pages: 31 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO ill IV !JIM: 011 Wel tlf I re kil kir I It I 1O i i Construction Details A 09/14/2021 9 4773483 Pages: 32 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III AVFAIF.iiillANTIMPArleidliiiinimi a I I i ROAD DESIGN PARAMET$RS EXISTING PROJECT ACCESS ROADS ARE PROPOSED FOR USE OF TURBINE COMPONENT DELIVERIES. ROAD MAINTENANCE CAN BE EXPECTED DURING THE TIMEFRAME OF THE REPOWER PROJECT AND MAY INCLUDE BLADING AND REPLACEMENT OF AGGREGATE MATERIAL EXECUTION 1 CLEARING AND GRUBBING A THE CONTRACTOR SHALL BE REQUIRED TO GRUB/MULCH ALL TREES. STUMPS. BRUSH. THE GRADING AREAS SHOWN ON THE PLANS THE CONTRACTOR IS TO REMOVE ONLY WHICH ARE DESIGNATED BY THE OWNER'S REPRESENTATIVE FOR REMOVAL. AND SHALL CARE AROUND EXISTING TREES TO BE SAVED B SIDE SLOPES GREATER THAN 4 1 WILL NOT BE PERMITTED, UNLESS OTHERWISE NOTED AND DEBRIS WITHIN THOSE TREES EXERCISE EXTREME ON THE PLAN TOPSOIL S TRIPPING A ANY TOPSOIL THAT HAS BEEN STRIPPED. SHALL BE STOCKPILED WITHIN GRADING AREAS AS DIRECTED BY THE ENGINEER ALL TOPSOIL SHALL BE REDISTRIBUTED TO THE LAND OWNER'S PROPERTY OF WHERE IT ORIGINATED FROM STORM WATER DESIGN PARAMETERS ALL TEMPORARY PIPE CULVERTS SHALL BE INSTALLED PER COLORADO DEPARTMENT OF TRANSPORTATION AND/OR WELD COUNTY STANDARD SPECIFICATIONS AND SHALL BE MANUFACTURED OF CORRUGATED METAL PIPE OR AS REQUESTED BY LANDOWNERS OR LOCAL JURISDICTIONS STORMWATER POLLUTION NTION PLAN (SWPrn THE CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES AS PLANNED AND SPECIFIED FOLLOWING BEST MANAGEMENT PRACTICES AS OUTLINED BY THE STATE OF COLORADO AND BEING IN CONFORMANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL STORMWATER PERMIT 2 REFER TO THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THE CEDAR CREEK II WIND PROJECT. FOR EROSION CONTROL AND RESTORATION SPECIFICATIONS, SEDIMENT AND EROSION CONTROL PROCEDURES. LOCATIONS OF BMPS. DETAILS. AND INSPECTION INFORMATION 3 ALL PASTURES AND DRAINAGE SWALES DISTURBED DURING CONSTRUCTION ACTIVITIES SHALL BE SEEDED IN ACCORDANCE WITH THE SWPPP PLAN 4 ANTICIPATED CULVERTS HAVE BEEN SHOWN ON THE CONSTRUCTION PLAN ADDITIONAL CULVERTS MAY NEED TO BE INSTALLED IN AREAS WHERE CONCENTRATED FLOW IS EXPECTED DUE TO CONSTRUCTION ACTIVITIES 5 ANTICIPATED LOW WATER CROSSINGS HAVE BEEN SHOWN ON THE CONSTRUCTION PLAN ADDITIONAL LOW WATER CROSSINGS MAY NEED TO BE INSTALLED IN AREAS WHERE CONCENTRATED FLOW IS EXPECTED DUE TO CONSTRUCTION ACTIVITIES TABLE 1: COUNTY ROAD AGGREGATE SIEVE SIZE PERCENT PASSING 11" 100 t' 90-100 }" 55-80 f4 45-65 f8 33-53 940 15- 35 9200 4-15 PLASTICITY INDEX 4-12 LA WEAR TIST (196) 40 MAX TESTING: I TESTING SHALL BE PERFORMED BY A DESIGNATED INDEPENDENT TESTING AGENCY 2 SUBMIT ONE SET OF TESTING AND INSPECTION RECORDS SPECIFIED TO THE CIVL ENGINEER OF RECORD DEFINITIONS 1 PROOF ROLLING SHALL BE PERFORMED IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER OR QUALIFIED GEOTECHNICAL REPRESENTATIVE USING A FULLY LOADED TANDEM AXLE DUMP TRUCK OR WATER TRUCK WITH A MINIMUM GROSS WEIGHT OF 53.000 LBS (24 METRIC TONS) OR A FULLY LOADED BELLY DUMP WITH AN EQUIVALENT AXLE LOADING PROOF -ROLLING ACCEPTANCE STANDARDS INCLUDE NO RUTTING GREATER THAN 1 5 INCHES. AND NO "PUMPING" OF THE SOIL BEHIND THE LOADED TRUCK 2 SIEVE ANALYSIS SHALL BE CONDUCTED IN ACCORDANCE WITH AASHTO T27 3 PROCTORS. SHALL BE DETERMINED IN ACCORDANCE WITH AASHTO 199 4 ATTERBERG LIMITS, SHALL BE DETERMINED IN ACCORDANCE WITH AASHTO 5 MOISTURE DENSITY (NUCLEAR DENSITY) SHALL BE DONE IN ACCORDANCE WITH AASHTO 1310 6 DYNAMIC CONE PENETROMETER (DCP) TESTING: SHALL BE DONE IN ACCORDANCE WITH ASTM D6951-03 T59 AND T90 7 STATIC CONE PENETROMETER (SCP) TESTING SHALL BE DONE IN ACCORDANCE WITH ASTM D3441-16 REQUIREMENTS FILL MATERIAL A SOILS USED AS FILL MATERIAL SHALL BE TESTED FOR GRAIN SIZE ANALYSIS, MOISTURE CONTENT, ATTERBERG LIMITS ON FINES CONTENT, AND PROCTOR TESTS B IF STRUCTURAL FILL IS REOUIRED, GEOTECHNICAL ENGINEER SHALL BE CONSULTED BY GENERAL CONTRACTOR FOR DETERMINATION OF SUITABILITY 2 COMPACTED SUBGRADE (INTERSECTION IMPROVEMENTS) A THE ENTIRE SUBGRADE SHALL BE COMPACTED AND PROOF -ROLLED OVER THE ENTIRE AREA PRIOR TO THE PLACEMENT OF AGGREGATE TO IDENTIFY AREAS OF UNSTABLE SUBGRADE. C PROVIDE 2 MOISTURE DENSITY COMPACTION TESTS PER INTERSECTION PER LIFT COMPACTED SuBGRADE MUST BE COMPACTED TO A MINIMUM OF 95Z STANDARD PROCTOR MAXIMUM DRY DENSITY 3 AGGREGATE BASE (ACCESS ROAD AND INTERSECTION IMPROVEMENTS) A AGGREGATE BASE SHALL BE PROOF -ROLLED OVER THE ENTIRE AREA PROVIDE 1 SIEVE ANALYSIS PER 2,500 CY OF AGGREGATE BASE DELIVERED B IF PROOF ROLLING DE TERMINES THAT THE SECTION IS UNSTABLE, ADDITIONAL AGGREGATE SHALL BE ADDED UNTIL THE UNSTABLE SECTION IS ABLE TO PASS A PROOF ROLL CONTRACTOR SHALL BE RESPONSIBLE FOR MAIN TAINING EXISTING DRAINAGE PATTERNS 4 CRANE TRAVEL SHOULDERS A CRANE TRAVEL SHOULDER COMPACTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ALL CRANE SHOULDER COMPACTION PROCEDURES AND TESTING PROCEDURES SHALL BE THE CONTRACTOR'S MEANS AND METHODS 5 CRANE PADS A CRANE PAD COMPACTION SHALL BF THE RESPONSIRIIITY of THE CONTRACTOR All CRANF PAD COMPACTION PROCEDURES AND TESTING PROCEDURES SHALL BE THE CONTRACTOR'S MEANS AND METHOOS PRODUCTS I AGGREGATE FOR TEMPORARY INTERSECTIONS SHALL CONFORM TO THE WELD COUNTY ROAD AGGREGATE GRADATION, SEE TABLE 1 2 SHOULDERS AND CRANE PADS SHALL CONSIST OF COMPACTED NATIVE SOILS 3 CULVERTS CULVERTS SHALL MEET THE MINIMUM SPECIFICATIONS SET FORTH BY THE COLORADO DEPARTMENT OF TRANSPORTATION AND/OR WELD COUNTY. ALL CULVERTS SHALL BE MANUFACTURED OF 16 -GAGE CORRUGATED METAL PIPE UNLESS NOTED OTHERWISE TABLE 2: TESTING SCHEDULE SUMMARY LOCATION TEST FREQUENCY GENERAL FILL GRAIN SIZE ANALYSTS. MOISTURE CONTENT, ATTERBERG LIMITS ON FINES CONTENT. AND PROCTOR 1 PER MAJOR SOIL TYPE MOISTURE DENSITY TEST (NUCLEAR DENSITY) I PER 2500 SO FT PER LIFT COMPACTED SUBGRADE PROOF -ROLL ENTIRE AREA MOISTURE DENSITY TEST (NUCLEAR DENSITY) 2 PER INTERSECTION AGGREGATE BASE PROOF -ROLL ENTIRE AREA SIEVE ANALYSIS AND PL I PER 2.500 CY CRANE SHOULDERS CONTRACTORS MEANS AND METHOOS CRANE PADS CONTRACTORS MEANS AND METHODS 4786327 Pages: 32 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO ■III rafillirimerigurtripennerifirerriodiyi, !III GENERAL NOTE& I THE GROUND SURFACE CONTOURS (AT TWO -FOOT INTERVALS) AND ELEVATIONS ARE BASED ON LiUAR DATA OBTAINED FROM USGS 2 WHERE SECTION OR SUBSECTION MONUMENTS ARE ENCOUNTERED, THE OWNER SHALL BE NOTIFIED BEFORE SuCH MONUMENTS ARE REMOVED THE CONTRACTOR SHALL PROTECT AND CAREFULLY PRESERVE ALL PROPERTY MARKERS AND MONUMENTS UNTIL THE OWNER. AN AUTHORIZED SURVEYOR OR AGENT HAS WITNESSED OR OTHERWISE REFERENCED THEIR LOCATION THE CONTRACTOR IS RESPONSIBLE FOR REPLACING DAMAGED PROPERTY MARKERS AND MONUMENTS .3 EFFORTS SHALL BE MADE TO MINIMIZE SOIL DISTURBANCE TO AREAS OUTSIDE OF THE CRANE TRAVEL PATH AND ACCESS ROAD GRADING LIMITS AND TURBINE SITES TYPICAL DISTURBANCE SHALL BE LIMITED TO 150' WIDE FOR ACCESS ROADS AND 200' CRANE PATHS (100' ON EACH SIDE OF CENTERLINE) AND A 250' RADIUS AROUND EACH TURBINE SITE THE GRADING LIMITS SHALL BE CENTERED ON THE CRANE PATH CENTERLINES AND WIND TURBINES UNLESS OTHERWISE SHOWN ON Trif PLANS 4 THE CONTRACTOR SHALL MAKE ALL EFFORTS 10 KEEP ACTIVITIES WITHIN THE ERECTION AREAS SHOWN ON THE PLANS SOIL DISTURBANCES OUTSIDE OF THESE AREAS ARE NOT ALLOWED SEE DETAIL TSOI FOR TYPICAL ERECTION AREAS 5 ANY FACILITIES REMOVED TO ALLOW FOR CONSTRUCTION (MAILBOXES, SIGNS. FENCES, ETC ) SHALL BE REPLACED BY THE CONTRACTOR IN A CONDITION AS GOOD AS EXISTING 6 THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING DRAINAGE THROUGHOUT THE CONSTRUCTION OF THIS PROJECT CONSTRUCTION ACTIVITIES SHALL NOT BLOCK THE NATURAL OR MANMADE CREEKS OR DRAINAGE SWALES CAUSING RAINWATER TO POND DEPENDING ON FIELD CONDITIONS, ADDITIONAL CULVERTS IN EXCESS OF THOSE ON THE PLANS MAY BE REQUIRED 7 CONTRACTOR SHALL DISPOSE EXCESS SOIL IN AN APPROVED MANNER EXCESS TOPSOIL SHALL BE DISTRIBUTED INTO A THIN LAYER ON LAND IMMEDIATELY ADJACENT TO WHERE THE TOPSOIL ORIGINATED WHILE DOING SO THE CONTRACTOR SHALL AVOID CAUSING RIDGES OR MOUNDS THAT WOULD MAKE IT DIFFICULT FOR STORM WATER RUNOFF TO DRAIN THE FINAL SURFACE OF THE DISTURBED TOPSOIL SHALL BE SMOOTH AND FOLLOW THE NATURAL CONTOUR OF THE LAND 8 THE CONTRACTOR SHALL NOTIFY COLORADO ONE CALL 811 AT LEAST TWO BUSINESS DAYS BEFORE EXCAVATION ACTIVITIES COMMENCE 9 TEMPORARY INTERSECTION WIDENING SHALL. UPON COMPLETION OF ALL PROJECT CONSTRUCTION OR UPON NOTIFICATION OF THE ENGINEER. BE REMOVED AND THE AREA RESTORED TO ITS ORIGINAL LINES AND GRADES WITH THE UPPER FOOT OF THE RESTORED GROUND BEING TOPSOIL, EXCEPT WHERE REQUESTED BY THE TOWNSHIP OR COUNTY TO PERMANENTLY REMAIN DISTURBED AREAS OUTSIDE OF THE FINAL ROADWAY SHALL BE SEEDED AND MULCHED, WITH THE EXCEPTION OF AGRICULTURAL AREAS WHICH SHALL BE RETURNED TO FARMABLE CONDITIONS 10 UPDATED WETLAND DELINEATIONS HAVE NOT BEEN PROVIDED A CORRESPONDING WETLAND REPORT HAS NOT BEEN PROVIDED CONTRACTOR AND OWNER ARE RESPONSIBLE FOR PERMITTING ALL PROPOSED WETLAND/WATERBODY CROSSINGS AND ABIDE BY ALL PERMIT REQUIREMENTS ANY ADDITIONAL ENVIRONMENTAL CORRIDORS WILL BE CLEARED FOR WETLANDS/WATERBODIES BY OTHERS CULTURAL RESOURCE REPORTS HAVE NOT BEEN PROVIDED CONTRACTOR AND OWNER ARE RESPONSIBLE FOR IDENTIFYING ALL CULTURAL RESOURCE AREAS OF CONCERN PRIOR TO COMMENCING CONSTRUCTION 12 THREATENED AND ENDANGERED SPECIES REPORTS HAVE NOT BEEN PROVIDED CONTRACTOR AND OWNER ARE RESPONSIBLE FOR IDENTIFYNG ALL THREATENED AND ENDANGERED SPECIES AREAS OF CONCERN PRIOR TO COMMENCING CONSTRUCTION 13 AN ALTA SURVEY HAS NOT BEEN COMPLETED CONTRACTOR AND OWNER ARE RESPONSIBLE FOR LOCATING ALL UTILITIES AND VERIFYING LOCATION OF CONSTRUCTION ACTIVITIES PRIOR TO COMMENCING WORK 14 ALL FENCE REPAIR SHALL BE MADE TO MATCH PRE CONSTRUCTION CONDITIONS OF THE EXISTING FENCE 15 CURRENT LAND CONTROL FILES HAVE NOT BEEN PROVIDED CONTRACTOR AND OWNER TO VERIFY CURRENT PROJECT LAND CONTROL WITH PROJECT DISTURBANCE AREAS PRIOR TD CONSTRUCTION 16 FLOODPLAIN PERMITS FOR TEMPORARY AND PERMANENT IMPACTS HAVE NOT BEEN OBTAINED ALL NECESSARY FLOODPLAIN PERMITS FROM THE COLORADO DNR, US ARMY CORPS OF ENGINEERS, WELD COUNTY. AND COLORADO DNR SOVEREIGN LANDS MUST BE OBTAINED PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES WITHIN THE FLOODPLAIN 17 FOR ALL DISTURBED AREAS OUTSIDE OF EXISTING ACCESS ROADS AND WIND TURBINE PADS. USE SEED Mix REQUIRED BY WE! Tt minor FIR RESTORATION, SFF TART F 11 TABLE 3: GENERAL SEED Mix FOR WELD COUNTY AREAS NORTH OF COUNTY ROAD 68 TYPE LBS PLS/ACRE BUFFALO GRASS (TEXOKA, SHARPS IMPROVED) 15 LITTLE BLUESTEM (BLAZE. CIMARRON. CAMPER) 1 5 SIDEOATS GRAMA (VAUGHN, BUTTE, ',FINER. EL RENO, HASKELL) 2 BLUE GRAMA (HACHITAL. LOVINGTON) 3 5 WESTERN WHEATGRASS (ARRIBA, BARTON, ROSANA) 3 SWITCHGRASS (NEBRASKA 28, BLACK WELL) 1 5 PERENNIAL RYE GRASS (CALIBRA OR GARIBALDt TE TRAPLOID) 0 7c SAND DROPSEED 0 25 TDTAt 14 Westwood Atone (FM S)1 $E.O Ian tter (bap I)) SIS0 IOW)OC With Rosh Wsy. Sue 0101 Wrsim Attn. CO 60:)1 woreem.xlin to.. Westwood Pofnsio.vl Senn I" I"Na PANT D {OR by 0 BP Wind Energy North America, Inc. 201 Hellos Way Houston, IX 77079 AI VISIONS 0 QAIL COMMINI A 06119/11 ISSUI U rOA PI AMU N OW/Wit ISSUI I) ION ***VII W 09/14/11 ISSUI ()Wit RIVIIW Cedar Creek II Wind Repower Weld County, Colorado Construction Notes S 09/14/2021 10 4773483 Pages: 33 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III J!j%p'j 4IiN1NIfiIO iIifrkhshsi'dInivi II II CANLIZOITMDL THE CONTRACTOR IS RESPONSIBLE FOR OUST CONTROL RELATED TO PROJECT CONSTRUCTION THE CONTRACTOR is ALSO RESPONSIBLE FOR COMPLIANCE WITH THE COLORADO AIR QUALITY CONTROL ACT 2 DUST CONTROL BEST MANAGEMENT PRACTICES (BMP) SHALL BE USED TO PREVENT AIRBORNE PARTICULATES (DUST) FROM LEAVING THE CONSTRUCTION SITE OR ACCESS ROADS 3 REFER TO THE MAGNESIUM CHLORIDE PLAN FOR DUST CONTROL (SHEET 12) AND ASSOCIATED STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 4 THE INSPECTOR (RESPONSIBLE PERSON AUTHORIZED WITHIN THE SWPPP) WILL MONITOR THE CONSTRUCTION SITE AND LET THE CONTRACTOR KNOW IF DUST CONTROL MEASURES ARE INADEQUATE 5 REASONABLE COMPLAINTS RECEIVED BY THE COUNTY OR CONTRACTOR FROM ADJACENT LANDOWNERS OR THE TRAVELING PUBLIC SHALL BE ADDRESSED BY THE CONTRACTOR IN 24 HOURS OR LESS. FAILURE TO RESPOND TO REASONABLE REQUESTS (AS DETERMINED BY THE COUNTY) TO PROVIDE DUST CONTROL OR FAILURE TO PROVIDE A WATER TRUCK ON THE CONSTRUCTION SITE CAN RESULT IN A WRITTEN SUSPENSION OF WORK ORDER 6 THE CONTRACTOR SHALL BE RESPONSIBLE HAS LEFT THE CONSTRUCTION SITE DUST GENERATING ACTIVITIES 71 TREE CLEARING/GRUBBING TREE CLEARING AND GRUBBING CONSISTS OF FELLING TREES, REMOVING UNDERBRUSH. AND REMOVING FELLED TIMBER THROUGH SKIDDING. CHIPPING, OR STACKING DUST MAY BE GENERATED BY VEHICLE TRAFFIC, EXPOSURE OF UNDERLYING SOILS, CHIPPING OF TREES AND OTHER VEGETATION, OR SKIDDING OF TREES OVER EXPOSED SOILS 7 2 GRADING. GRADING CONSISTS OF CUTTING, FILLING, TRENCHING. AND GRADING SOILS IN PREPARATION FOR INSTALLATION OF FINAL SITE FEATURES, INCLUDING ACCESS ROADS, WIND TURBINES. STAGING AND STORAGE AREAS, UTILITIES, AND OTHER SITE STRUCTURES GRADING ACTIVITIES GENERATE DUST BY ACTIVE EARTHMOVING AND LEAVING GRADED SOILS EXPOSED 7 3 STOCKPILING. STOCKPILING MAY BE NECESSARY FOR TEMPORARY STAGING OF SOILS DURING GRADING ACTIVITIES DuST MAY BE GENERATED BY THE uNCOMPACTED, uNSTABILIZED NATURE OF THE STOCKPILES 7 4 GRAVEL ROADS/ CRANE PATHS VEHICLES AND EQUIPMENT HAVE THE POTENTIAL TO GENERATE DUST WHEN TRAVELING OVER AND DISTURBING EXPOSED SOILS ON UNSTABILIZED ROADS AND PATHS VEHICLES AND EQUIPMENT MAY INCLUDE CONSTRUCTION EQUIPMENT (INCLUDING CRANES), DELIVERY VEHICLES, OR PERSONAL VEHICLES. VEHICLES MAY ALSO FACILITATE TRANSPORT OF DUST BY TRAPPING DIRT IN TIRE TREADS AND ON OTHER PARTS OF THE VEHICLE. WHICH HAS THE POTENTIAL TO TRACK DUST ONTO PAVED PUBLIC ROADWAYS 15 TRANSPORT OF BULK MATERIALS TRANSPORT OF BULK MATERIALS THAT MAY GENERATE DUST INCLUDES OPEN TRUCK TRANSPORT OF SOILS ACROSS THE SITE DUST MAY BE GENERATED DURING LOADING AND UNLOADING OF TRUCK BEDS, AS WELL AS FROM MATERIAL BLOWING OUT OF OPEN TRUCK BEDS DUST MTITIGATLO1LMHASUR S FOR CLEANING UP AND REMOVING ANY DIRT OR DUST THAT 1 BMPs FOR CLEARING. GRADING, AND SOIL MOVING. THE FOLLOWING PRACTICES SHOULD BE IMPLEMENTED TO MINIMIZE DUST GENERATION DURING CLEARING, GRADING, AND SOIL MOVING ACTIVITIES EARTHWORK SHOULD BE PHASED TO MINIMIZE THE AMOUNT OF SOIL EXPOSED AT ANY GIVEN TIME • EARTHWORK SHOULD BE LIMITED DURING PERIODS OF HIGH WINDS (15 MPH OR GREATER) • EXPOSED SOILS SHOULD BE SPRINKLED WITH WATER DURING CLEARING AND GRADING ACTIVITIES WHENEVER VISIBLE DUST IS BEING GENERATED. • IF VISIBLE DUST IS A CONSISTENT CONCERN IN SPECIFIC AREAS. MORE ROBUST CONTROLS SUCH AS APPLICATION OF SOIL ADHESIVES) MAY BE USED. COUNTY APPROVAL IS REQUIRED FOR USE OF SUCH TREATMENTS • STOCKPILES SHOULD BE COVERED TO PREVENT WINO EROSION • AREAS IN WHICH EARTHWORK HAS TEMPORARILY CEASED SHALL BE STABILIZED WITH MULCH, EROSION CONTROL BLANKET, OR TEMPORARY VEGETATION 10 PREVENT DUST GENERATION 2 BMPs FOR GRAVEL/DIRT ROADS AND VEHICLE TRAFFIC THE FOLLOWING PRACTICES SHOULD BE IMPLEMENTED TO MINIMIZE DUST GENERATED BY VEHICLE TRAFFIC ON GRAVEL/DIRT ROADS AND IN CONSTRUCTION AREAS. ON4ITE 11C7,sLSIAn: • WHEN TRAVELING IN CONSTRUCTION AREAS OF EXPOSED SOIL, VEHICLE TRAFFIC SHOULD BE LIMITED TO DESIGNATED ROUTES TO THE GREATEST EXTENT POSSIBLE AND MAINTAIN SPEEDS OF 10 MPH OR LESS • HAUL ROUTES OR OTHER EXPOSED AREAS DISTURBED BY VEHICLE TRAFFIC SHALL BE SPRINKLED WITH WATER WHEN VISIBLE DUST IS GENERATED IF VISIBLE DUST IS A RECURRING ISSUE AND CANNOT BE CONTROLLED WITH WATER ALONE, MORE ROBUST CONTROLS (SUCH AS APPLICATION OF SOIL ADHESIVES OR GEOTEXTILE BARRIERS) MAY BE USED SECURITY MEASURES SHOULD BE IMPLEMENTED TO PROHIBIT UNAUTHORIZED VEHICLES FROM ENTERING THE SITE DURING NON -WORKING HOURS • TEMPORARY HAUL ROUTES THAT ARE NO LONGER NEEDED SHALL BE PERMANENTLY STABILIZED WITH VEGETATION S • MEASURES SHALL BE TAKEN TO PREVENT TRANSPORT OF DIRT AND DUST TO PUBLIC ROADWAYS t0 THE GREATEST EXTENT POSSIBLE THESE MEASURES MAY INCLUDE DRY BRUSHING OF TRUCKS. COVERING OF TRUCK BEDS. USE OF CONSTRUCTION ENTRANCES, AND STREET SWEEPING • VEHICLES SHALL MAINTAIN POSTED SPEED LIMITS ON ALL PUBLIC ROADS IF VISIBLE DUST IS GENERATED ON PUBLIC ROADS WHILE TRAVELING AT POSTED SPEEDS. LOWER SPEEDS SHALL BE CONSIDERED • DIRT AND GRAVEL ROADWAYS SHALL BE SPRINKLED WITH WATER WHENEVER VISIBLE DUST IS BEING GENERATED • REFER TO MAGNESIUM CHLORIDE PLAN FOR DUST CONTROL. SHEET 12 BMPs DURING INACTIVE OPERATION PRIOR TO THE END OF THE WORK DAY, WEEKENDS, AND HOLIDAYS IN DRY CONDITIONS (WHEN VISIBLE DUST IS GENERATED THROUGH WIND ACTION ALONE). WATER SHOULD BE APPLIED TO DISTURBED SURFACE AREA TO FORM A VISIBLE CRUST IF SOIL TYPE IS NOT CONDUCIVE TO FORMING A "CRUST," ALTERNATIVE BMPs SHOULD BE IMPLEMENTED ON EXPOSED AREAS. STOCKPILES SHOULD BE COVERED WITH TARPS OR OTHER COVERS TO PREVENT WIND EROSION 4786327 Pages: 33 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO (IV/WNW till West wood 'Montt (/J(II S)1 l)SO Inn Jter (111111) 91/ SISO 101/0C hutch Ranch Way, Sur •l01 Wining male,. co WW1 wrUwoudps cons Wnwo,a) P,olnwonal Seine', Iry - !!ARI I)I(1P. by 0 BP Wind Energy North America, Inc. 201 Helios Way Houston. TX 7/079 • I)AIl COMMINI A Ol/1,/JI ISSUI I) IOR PI Noll R 061/ 6/11 ISSUI I) I OR RI VIt W C 09/1V)1 ISSUIU ION HI VOW Cedar Creek II Wind Repower Weld County, Colorado Dust Control Notes 09/14/2021 11 4773483 Pages: 34 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder: Weld County : CO III 111111 r 9 . t, . . iii%//// ;24 , / :./ / /„////, . , ,iw/../4„ 2, . � .. , .., „, -7 �/i% yioRd 130 G-17 6-19 G-20 //// ///V I1 V Co Rd 114 /CoRd 118 1 a Co Rd 130 Co Rd 134 G-43 Co Rd 132 0 R i22 1�j ////: Co Rd 116 • Co Rd 116 .140 Tower Rd Tower Rd Co Rd 128 1/2.' 7 .. / LEGEND: • A ♦ NOTE: PROJECT BOUNDARY EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE EXISTING TURBINE LOCATION REPOWER FOR GE 127 TURBINE EXISTING TURBINE ACCESS ROAD PROPOSED INTERSECTION MAGNESIUM CHLORIDE APPLICATION 100 LF FROM CENTERLINE PROPOSED FARM HOMESTEAD DRIVEWAY ENTRANCE MAGNESIUM CHLORIDE APPLICATION 1320 L EACH DIRECTION OF DRIVEWAY PROPOSED MAGNESIUM CHLORIDE APPLICATION ON TRUCK STAGING AREA PROPOSED MAGNESIUM CHLORIDE APPLICATION EXISTING NON DELIVERY RD EXISTING HIGHWAY EX GRAVEL DELIVERY RD PROJECT FACIUTIES THE COUNTY WILL DETERMINE THE QUANTITY, FREQUENCY. AND LOCATIONS OF OUST TREATMENTS THE CONTRACTOR IS REQUIRED TO USE A COUNTY APPROVED VENDOR WHICH HAS A RIGHT OF WAY PERMIT WITH THE COUNTY FOR THE APPLICATION West wood Pharr (/1Q S31 uSO (+)IMAM S1vl t01/OChwth RachWa.SullrS701 Wnhw+.00. maw 1 wuw/ps lash Westosoca P u4+wnal Seen re. FPRI PAR! D I OP. by 0 BP Wind Energy North America, Inc. 201 Helios Way Houston, IX /10I9 MI VISIONS DAII COMMINI A 08/19/)1 ISSUIO IOR PIMMII 8 0e/ril/n ISSU1111 UN RI VIIW 09/7V7f ISSULDIOMMIVRW X Cedar Creek II Wind Repower d County, Colorado We 34 of 106 412863202s 02:55 PM Pages: R Fee $0.00 Carly Koppes, Clerk and Recorder, Weld County CO III ridrillINNI[iIIINNINVIVIlliik Bill Magnesium Chloride Plan for Dust Control DATE SHEET 09/14/2021 12 4773483 Pages: 35 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III IicPi III I I EXISTING TURBINE ACCESS ROAD EXTEND EXISTING CULVERT BEYOND CRANE PATH AS REQUIRED MATCH EXISTING CULVERT SIZE OR 1S" MINIMUM '/ CONTRACTOR TO LOWER PIPE INLET INVERT TO BOTTOM OF POND REFER TO CEDAR CREEK II POND MEMO DATED AUGUST 24.2021 FOR POND INLET DESIGN k EJ0STING SUBSTATION PROPOSED GATE PROPOSED GE 127 TEMPORARY INTERSECTION IMPROVEMENT .11 81113/ OWNER AND CONTRACTOR TO COORDINATE CRANE CROSSING WITH COUNTY PROPOSED GE 97 TEMPORARY INTERSECTION IMPROVEMENT NOTES: LEGEND: G XX N-XX WWI Ides III IDIN/•auIli to w.a t0 CAS 44 E. - FASTING TURBINE LOCATION REPOWER FORGE 97 TURBINE EXISTING TURBINE LOCATION REPOWERFOR GE 127 TURBINE EXISTING TURBINE EXISTING TURBINE ACCESS ROAD PROPOSED CRANE PATH TEMPORARY RADIUS IMPROVEMENTS PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION LINES RIGHT OF WAY LINES EASEMENT LINES EX EX EX EX EX EX EX EX EX EX EX EX EX a EX INDEX CONTOUR INTERVAL CONTOUR TREELINE ROAD FENCE CULVERT OVERHEAD POWER UNDERGROUND POWER FIBER OPTIC LINE GAS PIPELINE TELEPHONE LINE WATER LINE STREAM CHANNEL WATER EDGE LINE WETLAND SENSITIVE AREA RAPTOR NEST LOCATION WHERE FEASIBLE CONTRACTOR 1O GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMESOF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP. 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4. TEMPORARY STABILI/ATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. S. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING ANT) Wit RE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLAT TER, INCLUDING BUT NOT LIMITED TO CRANE PATHS. COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NONAGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WIT H A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AF TER APPLICATION OF SEED. / SLOPES AND NON CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WIT H TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WIIH WOOD FIBER. DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMI I AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENI BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVAIIONS. KEY MAP Westwood Phmr (IJQ UI £SSO lotII.n IMQ 1l/St SO tot /OC hutch Rath WIy SuM IJpi Wntn mutt, CO WWI westwtndpt turn Wntwtxxl P,otnt.unal Server, Int PRI PMU D 100 by 0 BP Wind Energy North America, Inc 201 Helios Way Houston, TX //0/9 RI VISIONS ▪ UA I I COMMINI A OVIW 1 ISSUI O TOR Pl IV/ I I ▪ ON1S/II ISSUI D FOR MVO C 01/14/P ISSUI D I OR RI V II W ss 0 Ix Cedar Creek II Wind Repower Weld County, Colorado 4786327 Pages: 35 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO Ill III Site Plan T11 N, R57W, S5 DA SHEEI 09/14/2021 13 4773483 Pages: 36 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO POININXIIII: ithirAWANITII4 i i SEE SHEET 18 i b S• \ EXISTING TRAILBLAZER PIPELINE S, Mfr Sr \ d c4z 4t5 15 1 I I s' 0* C, �o et flir PROPOSED GE 97 TEMPORARY INTERSECTION IMPROVEMENT M,. 0 'x S»0 S 9+/ rThscrit9 .) S'I A} PROPOSED GE 97 TEMPORARY INTERSECTION IMPROVEMENT CRANE PATH UTILITY CROSSING SEE DETAIL UT0I & UT02 I SHEET 7 \ �f T \ • `t. 11 t. 11N, R. 58W EXISTING WETLAND g PROPOSED CRANE PATH (TYP) \P/P fitL r NII N -19 6 Is, PROPOSED GE -97 TEMPORARY INTERSECTION IMPROVEMENT 18 9 na: PUG • PROPOSED GE 97 TEMPORARY INTERSECTION IMPROVEMENT PVC EXISTING TRAILBLAZER PIPELINE CROSSING EXISTING TURBINE ACCESS ROAD LEGEND: G XX EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE N-XX EXISTING TURBINE LOCATION REPOWER FORGE 127 TURBINE EXISTING TURBINE FASTING TURBINE ACCESS ROAD � c 4l Ili al a 12 PROPOSED CRANE PATH 1 TEMPORARY RADIUS IMPROVEMENTS PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION LINES RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR v-s.uMxMr EX TREELINE EX ROAD EX FENCE t'a EX. CULVERT u —4 EX OVERHEAD POWER EX UNDERGROUND POWER .o EX. FIBER OPTIC LINE :AL EX GAS PIPELINE EX TELEPHONE UNE EX WATER LINE EX STREAM CHANNEL EX WATER EDGE LINE C—�$ EX WETLAND ':BIM4tI SENSITIVE AREA NOTES: RAPTOR NEST LOCATION 1. WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMES OF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. 5. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICUI TURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLAT TER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLAT TER, INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE Vt.GE TAT ION IS TO BE ESTABLISHED (NON-AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. 7. SLOPES AND NON -CONCENTRATED AREAS WIl H SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT l EAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILI/ATION MUST BE STABILIZED WITH WOOD FIBER. DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WIT H THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDII IONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS. WEATHER. PRECIPITATION, CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP Westwood I u1l I Tee 1/14 Sit 4110 la 9l/ St 10 101ro COW(is RawII Way. S,r 1)01 Wens rites. CO SOOT t sowtsouept cow wef .pots] Rolrn,o,ul Soren. In 40 PAIN O OP, by 0 BP Wind Energy North America, Inc. 201 Helios Way Houston, IX 110/9 O VISIONS c MU COMMINI n 01/19/11 ISSUt 01 OM Pt PSI I 01/24/11 ISSUI D IOR R1 V 4 W 09/14/11 :SSW D KOMMVIW X Cedar Creek II Wind Repower Weld County, Colorado 4786327 Pages: 36 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III MINK iii1071116CIFFNCIPlitiMsafinisi 1111 Site Plan T11 N, R58W, S11 DATE SHEET. 09/14/2021 14 4773483 Pages: 37 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III Igifi1/21116414ETIA NI'lliiiii714110PLiiivii III C I V PROPOSED GE 97 TEMPORARY INTERSECTION IMPROVEMENT EXISTING TURBINE ACCESS ROAD be•. PROPOSED CRANE PATH(TYP) a 4) EXISTING WETLAND EXISTING TURBINE ACCESS ROAD 40 'PROPOSED GE 97 TEMPORARY INTERSECTION IMPROVEMENT 53cC. 9 T. 11N, R. 57W 51 III) 11/ PROPOSED GE 97 TEMPORARY INTERSECTION IMPROVEMENT a\ 4i4ta e a ae 1 \ \ 436 1 SEE SHEET 16 1 1 0 \ r- y I 1 1 ` `,\,`1 (Y ee f I LEGEND: G-XX N-XX EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE EXISTING TURBINE LOCATION REPOWER FORGE 127 TURBINE EXISTING TURBINE EXISTING TURBINE ACCESS ROAD 4ISi13iYGiGg PROPOSED CRANE PATH d 110 4— sal —41- NOTES: . 0 _ GAS _ 'uG _ WA. TEMPORARY RADIUS IMPROVEMENTS PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION LINES RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE EX ROAD EX FENCE EX CULVERT DC OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE EX GAS PIPELINE EX TELEPHONE LINE EX WATER LINE EX STREAM CHANNEL EX WATER EDGE LINE DC WETLAND SENSITIVE AREA RAPTOR NEST LOCATION 1. WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS 1O ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMES OF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 1.3 OF THE PROJECT SWPPP. 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION Of VEGETATION SPECIES AND FARMING AC I IVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLAT TER, INCLUDING BUT NO1 LIMITED TO CRANE PATHS, COMPACTED SHOULDERS. AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON-AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION SIORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWAFER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS. WEATHER, PRECIPITATION, CONSTRUE LION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. S. 1. KEY MAP 30 Westwood Phone &2i7 Sal 63S0 loll l,oe (666)V3/ S SO 10110 C huith Ranch Way. Su4e 1101 Wntm Imte,. CO 60021 westwooaps ton' Westwood P,olnwnal Seines. Inc PRI PAR! D 1 OR by BP Wind Energy North America, Inc. 201 Helios Way Houston, IX 1/0/9 e IAII (OMMINI A 06/19/71 ISSUI D IOR PI RMII a 06/16/21 ISSUI U IOR RI VII W • 09/14/71 ISSUI D IOR RIVII W X r Cedar Creek II Wind Repower Weld County, Colorado 4786327 Pages: 37 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Site Plan T11 N, R57W, S9 09/14/2021 15 iii rjp Liii'P+I r*'vLrA:iyj, liii 4773483 Pages: 38 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO �IIII�NIL g I 1411#1 AN rill "hitt "Ili PROPOSED CRANE PATH (TYP) 6 SEE SHEET 20 4786327 Pages: 38 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII rid NI ill ill W.INNtiTV I INeIi ill II III CONTRACTOR TO AVOID OR PROTECT EXISTING CATTLE GUARD LEGEND: G XX N XX r tawt So •o GAS •u. C-� falgglaal NOTES: EXISTING TURBINE LOCATION REPOWER FORGE 97 TURBINE EXISTING TURBINE LOCATION REPOWER FORGE 127 TURBINE EXISTING TURBINE EXISTING TURBINE ACCESS ROAD PROPOSED CRANE PATH TEMPORARY RADIUS IMPROVEMENTS PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION LINES RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE EX ROAD EX FENCE EX CULVERT EX OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE EX GAS PIPELINE EX TELEPHONE LINE DC WATER LINE EX STREAM CHANNEL EX WATER EDGE LINE EX WETLAND SENSITIVE AREA RAPTOR NEST LOCATION 1. WHERE FEASIBLE CONTRACTOR 1O GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2 TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMESOF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 1.3 OF THE PROJECT SWPPP. 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF fN(FNTRATF(l FI (lWS MI1ST RF WITH FR(lSIf1N rfNTRllI RI ANKFT AND SFFTI 5. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER, INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON-AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. 1. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MAT ERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP 29 30 Westwood Phone (/IQ S31 63S0 10110 (hutch Ranch Way, Sure 1701 oll her (666)931',IS0 Wnlm,mtre (0 500;1 wrttwoodpt tom Weulwoud Prolntbnal Serves, Int PRl VAR! D I OR bp BP Wind Energy North America. Inc. 201 Helios Way Houston, TX 77079 RI VISIONS I DAII COMM! NI A 06/19/71 ISSUlDIOR Pt RMII 6 06/76/71 ISSUI D FOR RI VII W F 09/14/11 iSSUIU FOR RI VIIW r I i Cedar Creek II Wind Repower Weld County, Colorado Site Plan T11 N, R57W, S10 y._ 09/14/2021 16 4773483 Pages: 39 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII MeV,Mit OCIE 11liii PROPOSED GE 127 TEMPORARY INTERSECTION IMPROVEMENT CAUTION EVIDENCE OF CITGO GAS PIPELINE _r_'wa"' l " ie -- .o Sae, (Pal. a.— /}06) JJS-aY' Uri' a FPO II SEC. 11 T 11N, R SOW 4786327 Pages: 39 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes Clerk and Recorder, Weld County , CO 4 PROPOSED STOCKPILE / LOCATION EXISTING WIND TURBINE ACCESS ROAD 1I LEGEND: -{ G-XX N-XX EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE EXISTING TURBINE LOCATION REPOWER FOR GE 127 TURBINE EXISTING TURBINE EXISTING TURBINE ACCESS ROAD ■■MItIBU PROPOSED CRANE PATH a 110 +-90 -Sc 10 415 .,A -•---_- s -a a-a•a-a-a NOTES: TEMPORARY RADIUS IMPROVEMENTS PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION LINES RIGHT OF WAY LINES EASEMENT LINES EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX INDEX CONTOUR INTERVAL. CONTOUR TREEUNE ROAD FENCE CULVERT OVERHEAD POWER UNDERGROUND POWER FIBER OPTIC LINE GAS PIPELINE TELEPHONE LINE WATER LINE STREAM CHANNEL WATER EDGE LINE WETLAND SENSITIVE AREA RAPTOR NEST LOCATION 1. WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 1. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMES OF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST 4. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. TEMPORARY STABILIZATION OF A AGRICUL T URAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER, INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON-AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE I.INFR WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION SIORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER. PRECIPITATION, CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. 5. 7. KEY MAP 19 Westwood Phone (!)Q S31 £ O 101 MC boon Rants Way, Wile 0201 loll 1 ree (661 91/ SI SO Verson ante., CO &W I ueT..wdp%toa Westwood P,oleswnal Sewn Int .'NI 'AML I) t(JP bp BP Wind Energy North America, Inc. 201 Helios Way Houston, TX /70/9 R( VISIONS (JAI1 COMMLNI A 06/19/11 ISSU( O(OR PI 61,611 06/J6Ji' ISSUIU I ORRIVILW ( OS/ 14/(11 (SSW U IOR RI VIIW Cedar Creek II Wind Repower Weld County, Colorado Site Plan T1 1 N R57W S11 DATE SHEET 09/14/2021 17 III EVAPILiiiiiiIIIIWICNPriviOi II I 4773483 Pages: 40 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 'AiiCitICF'47Y4lIin, / L BFl1==== OEM m I Zia SEE SHEET 14 PROPOSED CRANE PATH (TYP) / 1 N EXISTING I HAIL 81AZEP PIPELINE. CROSSING EXISTING TURBINE ACCESS ROAD EAISTINV TRAILBLAZER PIPEUNE T£T GM OJ 3. LEGEND: • G-XX ▪ NXX v.uuwi.w V u 0 GAS NOTES: EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE EXISTING TURBINE LOCATION REPOWER FOR GE 127 TURBINE EXISTING TURBINE EX0STING TURBINE ACCESS ROAD PROPOSED CRANE PATH TEMPORARY RADIUS IMPROVEMENTS PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION ONES RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE EX ROAD EX FENCE EX CULVERT EX OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE EX GAS PIPELINE EX TELEPHONE uNE EX WATER LINE EX STREAM CHANNEL EX WATER EDGE LINE EX WETLAND SENSITIVE AREA RAPTOR NEST LOCATION 1 WHERE FEASIBLE CONTRACTOR 1O GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMESOF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 Of THE PROJECT SWPPP 3. STABILIZATION OF DITCHES (FROM TOP OF BANK 1O TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 2) 4. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. 1 S. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF mVEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER, INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NONAGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. 1. SLOPES AND NON CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULIURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MAIERIAL.ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WIIH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER. PRECIPITATION. CONSTRUCTION METHODS. OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP Westwood Phone 1/1Q 111 6110 toil lme JAC 11/1110 t 01 /0 Chwth torah Way. S.4e ea01 Well win CO WI1I wearoodpssoe WntwWd PTOl %WMI Senn, Int PRt aNU U IO bp BP Wind Energy North America, Inc 201 Helios Way Houston, TX 77079 ill VISIONS DAN WSW' NI A 06/)9//l ISSUI U TOR PI RMII 6 06/!W/I 6WIUIORRIv6W 09/ 14/! I ISSU1 U I OR R1 VI W X Cedar Creek II Wind Repower Id County, Colorado 4786327 Pages: 40 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Site Plan T11 N, R58W, S14 DATE SHEET 09/14/2021 18 III minI'aM0FIrhrECIINtihf1:Wlr114'fIRl111 4773483 Pages: 41 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III FPM' I EXISTING TRAILBLAZER PIPELINE i PROPOSED GE 127 TEMPORARY INTERSECTION IMPROVEMENT PROPOSED GRAVEL STOCKPILE LOCATION s. DOSTING TRAILBLAZER PIPELINE EXISTING WETLAND • • ROAD AK SEE SHEET 21 a LEGEND: -{ GXX - N XX 1•II8 IIIII ■ a EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE EXISTING TURBINE LOCATION REPOWER FOR GE 127 TURBINE EXISTING TURBINE EXISTING TURBINE ACCESS ROAD PROPOSED CRANE PATH TEMPORARY RADIUS IMPROVEMENTS PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION LINES RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR 1-0‘....../.1-4-14-9-44-1•0 EX TREELINE EX ROAD ■ EX FENCE no EX CULVERT }—w —4- EX OVERHEAD POWER sk,o EX UNDERGROUND POWER to EX FIBER OPTIC LINE e+a EX GAS PIPELINE '.4 EX TELEPHONE LINE DC WATER LINE EX STREAM CHANNEL EX WATER EDGE LINE CEX WETLAND ri',r' `fir,71 SENSITIVE AREA NOTES: RAPTOR NEST LOCATION 1. WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMES OF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP 3. STABILIZATION OF DITCHES (FROM TOP Of BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENIRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. S. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER. INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON-AGRICUL TURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. 7. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMUI CFI WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APR R I) AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDI I IONS, WEATHER, PRECIPITATION, CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE- INSPECTION OBSERVATIONS. KEY MAP West wood Phone (11(1 531 5IS0 I0l/0C hutch Ilan1h Wy.Sune 1101 loll l ,ee (44491/ S1 SO Westin Mgt,. CC, II00II waMwendps/oh Wniwoul P,uln,Wnal Serven In, f'A/U U WO by 0 BP Wind Energy North America, Inc. 201 Helios Way Houston, 1X 1/079 ,u v,SIC/Ns * OAT COMMI NI A mown 'SSW O ;OR PImilt I 0W1W?l ISSUE O 1O1t 14 V4 W c 01/14/11 !SSW DIORRIVIIW X Cedar Creek II ►Ind Repower Id County, Colorado 4786327 Pages: 41 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III Site Plan T11 N, R58W, S13 09/14/2021 19 4773483 Pages: 42 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1 SEE SKINT 16 I I i Lou 1860 145 Eau 1 / PROPOSED GE 127 TEMPORARY INTERSECTION IMPROVEMENT -"••••.6 o� . • I EXISTING WIND TURBINE ACCESS ROAD 4 I as. I I //; SEC. 15 T. 17N R. 57W T ( r CONTRACTOR TO AVOID OR PROTECT EXISTING CATTLE GUARD { „mu 4910,/, i 4 4950 /// Opt 0 // / CAUTION: EVIDENCE OF CITGO GAS PIPELINE wore.» Print Av ,.grno'. Canomeroo affi rrep (+ep eeewr rSale 24$- Hai W! H 1O,C SEE SHEET 13 LEGEND: - G XX EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE -� N-XX EXISTING TURBINE LOCATION REPOWER FOR GE 127 TURBINE EXISTING TURBINE EXISTING TURBINE ACCESS ROAD ii &E ® PROPOSED CRANE PATH NOTES: Va RAG ,a GM NAG w dab TEMPORARY RADIUS IMPROVEMENTS PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION LINES RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE EX ROAD EX FENCE EX CULVERT EX OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE EX GAS PIPELINE EX TELEPHONE UNE EX WATER LINE EX STREAM CHANNEL EX WATER EDGE LINE EX WETLAND SENSITIVE AREA RAPTOR NEST LOCATION 1 WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2 TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMES OF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP 3 STABILIZATION OF DITCHES (FROM TOP OF BANK 1O LOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRS] 4 TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. S. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING Of AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER. INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON -AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE ST RAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED 1. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MAIFRIM .ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP Westwood ,T.a.e (00 111 6150 101I0 (Punch kale WM. Unit M/91 I Oa free (MA • 1.1S0 Wr.tw any, CO60O)1 svretwoodpt (o. WnnM oal'hair% uottaI Seine.. Inc :AREDIOP ci BP Wind Energy North America, Inc. 201 Helios Way Houston, TX 77079 RI VISIONS I DAII (.OMMINI A 06/ty)I ,SSUIUIORPIRMII I 06/1601 ISSUI U I (M RI VII W C 09/Iwt ISSUIUIORRIVRW X Cedar Creek II Wind Repower Weld County, Colorado 4786327 Pages: 42 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO i Site Plan T11 N, R57W, S15 )A 09/14/2021 20 4773483 Pages: 43 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 2 z Ill )!J I'II IN't1 hiYi1.111411",hiriii 111111 ROAD AQ ~#- EXISTING TRAILBLAZER PIPELINE PROPOSED GE 127 TEMPORARY INTERSECTION IMPROVEMENT 01 4786327 Pages: 43 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO EXISTING WINO TURBINE ACCESS ROAD SENSITIVE AREA NOTES: LEGEND: GXX -{ NXX EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE EXISTING TURBINE LOCATION REPOWER FOR GE 127 TURBINE EXISTING TURBINE EXISTING TURBINE ACCESS ROAD a■■■aaaa PROPOSED CRANE PATH TEMPORARY RADIUS IMPROVEMENTS PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION LINES RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELiNE EX ROAD EX FENCE EX CULVERT EX OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE EX GAS PIPELNE EX TELEPHONE LINE EX WATER LINE EX STREAM CHANNEL EX WATER EDGE LINE EX WETLAND SENSITIVE AREA RAPTOR NEST LOCATION t WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMESOF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. 5. TEMPORARY STABILIZATION OF A AGRICUL TURAI AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE 1O CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLAT TER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER. INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON-AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8, CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER. PRECIPITATION. CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP Westwood Phony (W(/ S31 /ISO 101/0 Church Ranch Way. Soar .701 lull l Ire Ma9 S/ Si SO Wnlsowlet, CO !0071 wrcSwoodPc corn Wr wnuf VrolnaunalSmnn. In PHI PARI U I (SP BP Wind Energy North America, Inc. 201 Hellos Way Houston. TX 7/079 -.: VISIONS 0 ()All (OMMI NI A 0R/19/!I ISSUI U IOK WRMII B 0R//W)I ISSUIO ION RI VII C 09O4/11 ISSUIO I OR Al VII X Cedar Creek II Ind Repower d County, Colorado Site Plan T11 N, R58W, S24 09/14/2021 21 III 11111 4773483 Pages: 44 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III 1410J:ill :4i1 iifr' Pali 11 111 EXISTING WIND TURBINE ACCESS ROAD 1 4. I / 1 1 PROPOSED GE -127 TEMPORARY IN I ERSEC HON IMPROVEMEN I NOTES: LEGEND: GXX N XX to 4-'. -4)- EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE EXISTING TURBINE LOCATION REPOWER FORGE 127 TURBINE EXISTING TURBINE EXISTING TURBINE ACCESS ROAD PROPOSED CRANE PATH TEMPORARY RADIUS IMPROVEMENTS PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION LINES RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE EX ROAD EX FENCE EX CULVERT EX OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE EX GAS PIPELINE EX TELEPHONE LINE EX WATER LINE EX STREAM CHANNEL EX WATER EDGE LINE EX WETLAND SENSITIVE AREA RAPTOR NEST LOCATION 1 WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMESOF THE CONSTRUCTION GENERAL PERMII AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP 3. SIABII I/AIION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4. I EMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. 5. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER. INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON-AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. 1. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NONAGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIB' R MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION. CONSTRUCTION ME THUDS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP West wood Pnone Tod free (/XI $11 61S0 (666191/ S1 SO 101 /0O,w till IUmn WaySuite .X11 Wi,t. .inter. C (1600)1 erdwoodpa con Westwood PrSaw Sena n In. I'it1 PARED 1 OP. by 0 BP Wind Energy North America, Inc. 201 Helios Way Houston, TX 77079 41 VISIONS DAII COMMINI A 05/19/11 ISSUI 0 I OR norm' 6 06/26X71 ISSUI D 1 OR RI VII W C4/14/ ISSU I D I OR RI Vd W X Cedar Creek II Wind Repower d County, Colorado 4786327 Pages: 44 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III POF.rI' COMM NT 15 NAP WIMill Site Plan T11 N, R57W, S21 09/14/2021 22 4773483 Pages: 45 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III rjip' ,lc1,s II a • I 1 I II •I II II 440t, _.._ ever sG• EXISTING WIND TURBINE ACCESS ROAD 4960 SEE SHEET 26 / a 4c5o PROPOSED GE 127 TEMPORARY INTERSECTION IMPROVEMENT 7 PROPOSED CRANE PATH (TYPI 3940 4950 3960 SEE SHEET 20 EXISTING TRAILBLAZER PIPELINE 4786327 Pages: 45 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Kopp's, Clerk and Recorder, Weld County , CO LEGEND: GXX --// NXX l _ EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE EXISTING TURBINE LOCATION REPOWER FORGE 127 TURBINE EXISTING TURBINE EXISTING TURBINE ACCESS ROAD PROPOSED CRANE PATH TEMPORARY RADIUS IMPROVEMENTS PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION LINES RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR a INTERVAL CONTOUR c./.4-/-t.../.4-.A....ws EX TREELINE EX ROAD EX FENCE EX CULVERT —p —$ EX OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE EX GAS PIPELINE EX TELEPHONE LINE EX WATER LINE EX STREAM CHANNEL EX WATER EDGE LINE ac ,0 CAS uG WA, C-� NOTES: EX WETLAND SENSITIVE AREA RAPTOR NEST LOCATION WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMES OF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WIT HIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4. TEMPORARY STABILIZATION AND RESTORAT ION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER, INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON-AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. 7. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXEILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CON TRACTOR TO IMPLEMENT FOR COMPLIANCE WIT H THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY RI NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. S. 110 KEY MAP Phony (/10I S31 6150 101/0Chu,sh Ranch Way. Suite .101 loll hey (666)93#-51S0 Wrap!, did el. (O6001I wrslwowld% corn Westwood P,olessunal Serwcn, In[ PRI PARI D I OR by BP Wind Energy North America, Inc. 201 Hellos Way Houston, TX 7/0/9 RI VISIONS a DAII COMMINI A 06/19/71 ISSUED FOR PINMII 6 06/16/11 ISSUI U FOR RI VII W t 09/14/11 ISSUIU I OR RI VII X Cedar Creek II Ind Repower d County, Colorado Site Plan T11 N, R57W, S22 09/14/2021 23 III IC 11111 4773483 Pages: 46 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III rdNOLI 'rill 7'flPit VNt'hISi (M'i!'t ) .P PROPOSED GE 127 TEMPORARY INTERSECTION IMPROVEMENT PROPOSED ' IEMP'ORARY INTERSECTION IMPROVEMENT 4786327 Pages: 46 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes; Clerk and Recorder Weld County III N��1I�H}I'+WF4��IN�{ V'+01��Ir4��i1�rlllr�Y4� 11 111 PROPOSED GRAVEL STOCKPILE LOCATION FISTING TRAP BIA7FP PIPFIINF • NOTES: LEGEND: --{ G-XX -{ N XX X DOSING TURBINE LOCATION REPOWER FOR GE 97 TURBINE EXISTING TURBINE LOCATION REPOWER FOR GE 127 TURBINE DOSING TURBINE EXISTING TURBINE ACCESS ROA[ )M Di ■ i ! Es ■ PROPOSED CRANE PATH TEMPORARY RADIUS IMPROVEMEN FS PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION LINES RIGHT OF WAY LINES EASEMENT LINES INDEX CONTOUR INTERVAL CONTOUR v-w..w..e-Sx.s EX TREELINE ROAD FENCE CULVERT OVERHEAD POWER UNDERGROUND POWER FIBER OPTIC LINE GAS PIPELINE TELEPHONE LINE WATER LINE STREAM CHANNEL WATER EDGE LINE EX EX tro EX EX n,o EX 0 EX w EX NIL EX wu EX EX EX SENSITIVE AREA RAPTOR NEST LOCATION 1 WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO I NSURE POSITIVE DRAINAGE OFF OR AWAY FROM PURI IC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMES OF THE CONSTRUCTION GENERAL PERMIT AND AS DE TAILED IN SECTION 7.3 OF THE PROJECT SWPPP 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE AC I IVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4. TEMPORARY STABILIZATION AND RESTORATION FOR DIICHES AND OTHER AREAS OF CONCENTRATED FLOWS MUSE BE WITH EROSION CONTROL BLANKET AND SEED. S. TEMPORARY STABILIZATION OF A AGRICUL IURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER. INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS. AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON-AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTI-I LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. 7. SLOPES AND NON CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH Al LEAST A 12 MONTH LONGEVITY SHOULD BE APPI II D AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER. DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZAT ION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS. WEATHER, PRECIPITATION. CONSTRUCTION Mf THODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP Westwood W.unr (//Q )fl 11H0 101/0(lurth Aimee WIT5unr inn lute err MC 911 )ISO Wntuxnirr CO &COPP .rv+.ragt Co. WeilrvooG Prolntortrl Sr.r. n IF • NO Il UP tip 0 BP Wind Energy North America. Inc. 201 Hellos Way Houston, IX //0/9 v15iONS t UAII LOMMINI A os/19/)1 ISSUI U ION PI WAIT II O!l)W7l MU' UIOIIWVIIW t 09/14401 ISSUIU ItJII IUVNW X 0 Cedar Creek II Wind Repower Weld County, Colorado Site Plan T11 N, R58W S27 09/14/2021 24 4773483 Pages: 47 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO SEE SHEET 21 III NP1hNP4!':}CIsKCIMLNSRIYJhhi,4hiWPN:MW �I III - PROPOSED GE 127 TEMPORARY INTERSECTION IMPROVEMENT P + EXISTING TRAILBLAZER PIPELINE CROSSING e„yr r 4 ite PROPOSED CRANE PATH (Tr)) a EXISTING WIND TURBINE ACCESS ROAD PROPOSED GE 127 TEMPORARY INTERSECTION IMPROVEMENT SEE SHEET 27 a N SENSITIVE AREA y NOTES: LEGEND: { G XX —4( N XX EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE EXISTING TURBINE LOCATION REPOWER FOR GE 127 TURBINE EXISTING TURBINE EXISTING TURBINE ACCESS ROAD is al r al tri ti 4 ,6 PROPOSED CRANE PATH 4 C. rw nr1 TEMPORARY RADIUS IMPROVEMENTS PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION LINES RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE EX ROAD EX FENCE EX CULVERT EX OVERIICAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE EX GAS PIPELINE EX TELEPHONE LINE DC WATER LINE EX STREAM CHANNEL EX WATER EDGE LINE EX WETLAND SENSITIVE AREA RAPTOR NEST LOCATION 2. WHERE FEASIBLE CONTRACTOR 1O GRADE INTERSECTIONS AND DRIVEWAYS 1O ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. TEMPORARY STABILIZATION MUSE BE COMPLETED WITHIN THE TIMEFRAMES OF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE AC T IVI TY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST 4. II MPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUSE BE WITH EROSION CONTROL BLANKS 1 AND SEED. IEMPORARY STABILIZATION OF A AGRICUL TURAL AREAS SHOULD INCLUDE SURFACI ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING DI AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION Of VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER. INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS. AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON-AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. / SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NET TING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALT ERNAT fl/ELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPL LANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. 5. KEY MAP 1 West wood Phone (/IQ 111 61SU Toll lirr (4/q 91/ SI SO 101/OCh,,rch R.nh Way. Su dr.JOI Wnhn mite,, CO 8OOJI weawou,Ip.,ole Wnlw„W P.olnw,nal irrv.n lnc 44186 z I'MI PARI D'OP by 0 BP Wind Energy North America, Inc. 101 Helios Way Houston, TX 77079 RI VISIONS / WI COMMINI A 06/191/I ISSUI 1) TOR PIANO 6 0677Wll 6SUlDIORMMvnW C 09/14/)1 ISSUED IORIUVIIW X Cedar Creek II Wind Repower Weld County, Colorado 4786327 Pages: 47 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Site Plan T11 N, R58W, S25 ;nt 09/14/2021 25 iii MI:INA!' NIACIN', PM EMI Ifil Tr' 111 iu 4773483 Pages: 48 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III litiraPPI'd 401'1141. Vir.Nvoi III III +yso PROPOSED GE 127 TEMPORARY INTERSECTION IMPROVEMENT EXISTING WIND TURBINE ACCESS ROAD PROPOSED CRANE PATH (TYP) SEE SHEET 23 4786327 Pages: 48 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO NOTES: LEGEND: G-XX -# N-XX EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE EXISTING TURBINE LOCATION REPOWER FOR GE 127 TURBINE EXISTING TURBINE EXISTING TURBINE ACCESS ROAD :,.:II, a 4 g9 ₹l 10 PROPOSED CRANE PATH TEMPORARY RADIUS IMPROVEMENTS PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION LINES RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR v wwa-r EX TREELINE EX ROAD EX FENCE +io EX CULVERT $—� ----4h DC OVERHEAD POWER 4c EX UNDERGROUND POWER Fp EX FIBER OPTIC LINE cos EX GAS PIPELINE hxt EX TELEPHONE LINE EX WATER LINE EX STREAM CHANNEL EX WATER EDGE LINE EX WETLAND SENSITIVE AREA RAPTOR NEST LOCATON 1. WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 7 TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMESOF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP 1. STABILIZATION OF DITCHES (FROM TOP OF BANK 1O TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFAI I WHICHEVER IS FIRST 4. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. S. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMUICH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER, INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON-AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. 7. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER T"HAN 4:1 IN NON-AGRICUI TURAL AREAS SHOULD BE RESTORED WITH A DOUBT E SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIIIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. r - KEY MAP // /7 /7/7 West wood Phone (I1Q S31 6350 10110 Church Lentil Way, Suite 4101 to Fee (666,93/ S1W0 Wntminl n. CU 40011 wedvroudpc tom Wnlwutcl ISolnwtial Se ecn. lnt i•RI PAR' I) I OR c. L9 44186 4 es;..--- • siONAI , � I, iii `t� bp BP Wind Energy North America, Inc. 201 Helios Way Houston, TX /7079 i(i VISIONS • DAN IONIAN NI A 06/+9/11 ISSUED I OR Pt RMI I a 06/16/11 ISSUI U TOR RI VIL W ( 09/14/11 'SSW t) 1O11 RI VtI W Cedar Creek II 'i nd Repower Id County, Colorado Site Plan T11 N, R57W, S27 09/14/2021 26 III POrdPilhilliCifil NV\ KilliMPOiNktflivill In 4773483 Pages: 49 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO frjjjp I"!'$¼ 1! a Tz a ytr 5740 ,430 5220 PROPOSED CRANE PATH (TYP) / p . EXISTING WINO TURBINE , :CO • ACCESS ROAD 1 1 1 \ SEE SKEET 25 4786327 Pages: 49 of 106 12/17/2021 02:55 PM d Recorder, Fee:$0.00 $0 We d County , CO Ca Clerk Carly Noppe¢ Gi�rn and poraprithileiree, �--- awl apto i GAS EXISTING TRAILBLAZER PIPELINE GAS LEGEND: GXX N XX 4-A" ,O GAS WA, NOTES: EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE EXISTING TURBINE LOCATION REPOWER FOR GE 127 TURBINE EXISTING TURBINE EXISTING TURBINE ACCESS ROAD PROPOSED CRANE PATH TEMPORARY RADIUS IMPROVEMENTS PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION LINES RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE EX ROAD EX. FENCE EX CULVERT EX OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE EX GAS PIPELINE EX TELEPHONE LINE EX WATER LINE EX STREAM CHANNEL EX WATER EDGE LINE EX WETLAND SENSITIVE AREA RAPTOR NEST LOCATION WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZAIION MUST BE COMPLETED WITHIN THE TIMEFRAMESOF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP. 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLAT TER, INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON-AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. 7. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONE ROl BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSTRUCTION 5. 8. METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP Westwood IMunr (PC SS* X350 MI NC noon Ranch Way, Suite •101 lull I ler (888,931 S I SO Walminuel, CO 80071 wrstwuxlpi tom Westwood hole -spa naI Serif CPS. Inc PRI PART I) I OR. fib) irAnsiv sat BP Wind Energy North America, Inc. 201 Helios Way Houston, TX /10/9 RI VISIONS e DAII COMMFNI A 08/19/11 IS5U1 D FOR Pi FUN 11 ft 08R6N1 ISSUIDIORR1VitW l 09/1A/11 155141DTOR IUVIIW 0 Cedar Creek II Wind Repower Weld County, Colorado 9IX) Site Plan T11 N, R58W, S36 DATE SHEET: 09/14/2021 27 4773483 Pages: 50 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Pordrom.No suwirminicoririatiga n 1 PROPOSED GE 127 TEMPORARY INTERSECTION IMPROVEMENT ROAD BL yr- A Ex N NOTES: N 4. N 5. w� M 6. LEGEND: GXX N XX oi n'1 irk :ri F�e6 10 Atk 0 ex WA' EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE EXISTING TURBINE LOCATION REPOWER FORGE 127 TURBINE EXISTING TURBINE EXISTING TURBINE ACCESS ROAD PROPOSED CRANE PATH TEMPORARY RADIUS IMPROVEMENTS PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION LINES RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE EX ROAD EX FENCE EX CULVERT EX OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE EX GAS PIPELINE EX TELEPHONE LINE EX WATER LINE EX STREAM CHANNEL EX WATER EDGE LINE EX WETLAND SENSITIVE AREA RAPTOR NEST LOCATION WHERE FEASIBLE CON TRAC TOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMESOF THE CONSTRUCT ION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER, INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON -AGRICUL I URAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP Westwood Phone COCO Sil 61W 101/0Church Rands Way Suite 0101 lull f ree (666,94/ 51 S0 Wntm roster. CO 60011 westwoodp. tom Westwood Proleswonal Semen, lest PRI I'ARI () I OR BP Wind Energy North America, Inc. 201 Helios Way Houston, IX 1/019 RI VISIONS DAII COMMINI A 06/19//1 ISSUIU I OR PIRMII B 011//6/M ISSUI D I OR RI VII W ( 09/14/11 ISSUI DI OR RIVIIW X Cedar Creek II ind Repower d County, Colorado 4786327 Pages: 50 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Site Plan T10N, R58W, S4 DA 09/14/2021 28 Ill l'I\ I1CW?'I tYlli 1'PivI JUl 4773483 Pages: 51 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Ill liltNANA!:CI MAI i X X ('At 1 EXISTING WIND TURBINE ACCESS ROAD I. 1 lor...-- EXISTING TRAILBLAZER PIPELINE 3 0r , - I a • a EXISTING TRAILBLAZER PIPELINE CROSSING GM w SEC 3 . T 104 a..\►58W I 4786327 Pages: 51 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO fer earPfirr 1 a u. 1 • S. X 1 4 as ) 'On / 1 I I' S :X 4 et sts I • LEGEND: GXX -{ N XX "non X ro 4— .0--4 10 rrs Si e Sib C.=.� 3 fl NOTES: EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE EXSTING TURBINE LOCATION REPOWER FORGE 127 TURBINE EXISTING TURBINE EXISTING TURBINE ACCESS ROAD PROPOSED CRANE PATH TEMPORARY RADIUS IMPROVEMENTS PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION LINES RIGHT OF WAY LINES EASEMENT LINES EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX INDEX CONTOUR INTERVAL CONTOUR TREELINE ROAD FENCE CULVERT OVERHEAD POWER UNDERGROUND POWER FIBER OPTIC LINE GAS PIPELINE TELEPHONE LINE WATER LINE STREAM CHANNEL WATER EDGE LINE WETLAND SENSITIVE AREA RAPTOR NEST LOCATION WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE fIMEFRAMESOF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. 5. TEMPORARY STABILIZATION OF AAGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON. CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER, INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 91O 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL Al TER APPLICATION OF SEED. 7. SLOPES AND NON CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPI EMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAI PE RMI I AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN, ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP 30 Westwood 'Tine (/7Q SII O)S0 IUII Iree LOW 9ii SISO MI o c lw1.11 Month Wry. Sldo. .701 We.lw+mel.000OOl1 wewlaidp.< con We.lwwil P1ule.u,Nl Serve e. I nl "RI PAR' I) I Op BP Wind Energy North America, Inc 201 Helios Way Houston, TX //0/9 DU VISIONS I DIM COMMINI A 04/19/71 ISSUI D IOR PIRMII R °O/7W1 ISSUED IOft RIYYW c 09O4//1 ISSUI DFOR RIVItW :edar Creek II Wind Repower (Veld County, Colorado Site Plan T1ON, R58W, S3 JA i 09/14/2021 29 4773483 Pages: 52 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO kiriffinil4111.11001rillA iirmwrilivoilia \ I 1 EXISTING WIND FARM ACCESS ROAD • s•ca I 5 I PROPOSED CRANE PATH LTW) I • • I • SEC. 2 T. 10N, k\ 58W • • • • • • 1 / I 1 1 I I „a ---r- C"L' EXISTING TRAILBLAZER PIPELINE 1 • NN„ 1 I I I LEGEND: G XX N XX K TIIIaGT P wow t10 -4- NOTES: IAA •o t+t w" EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE EXISTING TURBINE LOCATION REPOWER FORGE 127 TURBINE EASING TURBINE EXISTING TURBINE ACCESS ROAD PROPOSED CRANE PATH TEMPORARY RADIUS IMPROVEMENTS PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION LINES RIGHT OF WAY LINES EASEMENT LINES EX EX EX EX EX EX EX EX EX EX EX EX EX EX INDEX CONTOUR INTERVAL CONTOUR TREELINE ROAD FENCE CULVERT OVERHEAD POWER UNDERGROUND POWER FIBER OPTIC LINE GAS PIPELINE TELEPHONE LINE WATER LINE STREAM CHANNEL WATER EDGE LINE EX WETLAND SENSITIVE AREA RAPTOR NEST LOCATION WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE. POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARYSTABILIZAIION MUST BECOMPEL TED WITHIN THE 1TIMEFRAMES OF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION /.3 OF THE PROJECT SWPPP 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLE TED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4 TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. 5. TEMPORARY STABILIZATION OF A AGRICUL 1 URAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE. TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6 SI OPFS 41 AND H ATTFR AND NnN-rnNr FN !RATED AREAS WITH 4.1 SLOPES AND FLATTER. INCLUDING BUT NOT LIMITED TO CRANE PAT HS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON-AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A9 1O 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. 7. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MAT ERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER. DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATE R POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION. CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. 8. KEY MAP West wood Phone (/1Q 131 L1S0 log firer CAM931 S130 101 /0 C hat n Aim Way, SAW .101 Write m.r,. C O 1W?? ae..rtalos to. Writroo0 Ptotn,.onal Sera et. In �•Rt PAR/ O I OR by BP Wind Energy North America, Inc. 201 Helios Way Houston, TX //079 4I VISIONS I L MI! COMMENT A 06/11/21 ISSUEDIORPERMII II 06116111 65.030 FOR R(VI* W c �9l'yll ISSUIDIORRLVIIW X rrimimIsemma 0 300 Cedar Creek II Wind Repower Weld County, Colorado 4786327 Pages: 52 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO kilidirffiliialk,511411,MV III Site Plan T10N, R58W, S2 09/14/2021 30 4773483 Pages: 53 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III 1CridrillIALIC 1101,EZEILLACIArrhillilkilik liii a ao 1 1\:c k\,\\ \\ �L c( 1 Co Rd 132 1 - r 'J EXISTIPG FENCE LINE a rLrL 0 o ^ USE EXISTING INTERSECTION FOR TURBINE COMPONENT DELIVERY CONTRACTOR TO REPLACE EXISTING SIGN WITH TEMPORARY REMOVABLE SIGN COORDINATE TIMING FOR RESTORATION TO PRE CONSTRUCTION CONDITIONS WITH CC2 USE EXISTING INTERSECTION FOR TURBINE COMPONENT DELIVERY sol A 504 RIGHT OF WAY EXISTING FENCE LINE RIGHT OF WAY ---- - --ate.-•�-., „ -`/ �_54 1-::::::-S7:47 „.. ....,r,...„..._ _________, ____,,r,„.:____ • "_ r- �, I. ; Tom!— r n r fi ---•, Jot 4786327 Pages: 53 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO ■III10:011141hMllictlriLliiiiinsifiNiiiidivii, NOTES: LEGEND: 1//////4 ,a a. . v-vwJ�t�r CO -411-.0- PVC DO CAC ILL WA, i — 900 -- — PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND TEMPORARY RADIUS IMPROVEMENTS DELIVERY CLEARANCE AREAS E)CSTING TEMPORARY RADIUS IMPROVEMENTS RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE EX PAVED ROAD EX GRAVEL ROAD EX FENCE EX CULVERT EX OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE a a EX a EX GAS PIPELINE TELEPHONE LINE WATER LINE STREAM CHANNEL WETLAND FEMA FLOOD ZONE PROPOSED INDEX CONTOUR PROPOSED INTERVAL CON TOUR 1. WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMESOF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP. 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. 5. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FIAT TER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER, INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. /. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP 40 /,4 17A -V// 38 36 34 32 33 Westwood Phone (/7q Sl1-!!S0 10110 [hooch Ranch Way. Sidle a70; loll Free Mal III SOSO Weals octal. CO 100R1 -Co. Westwood ProtesoonaI Serve's, Inc PRI PART 11 1 OR BP Wind Energy North America, Inc. 201 Helios Way Houston, TX /7079 REVISIONS I DAN COMMENI A 06/19/11 ISSUE() FOR PERM I 6 01/26/21 ISSUED FOR MAIM W C 09/14111 ISSUEDFOR REYRW X 10 80 Cedar Creek II Wind Repower Weld County, Colorado Public Intersection 1 09/14/2021 31 4773483 Pages: 54 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO LORMAIIS "Ill PRO [Lc T LXIST'NC TELEPII NE PEDESTAL CONTRACTOR TO AVC EXISTINCicAT TLe PROPOSED SILT FENCE 4786327 Pages: 54 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO LONTRACTOR TO REPLACE EXISTING SIGN WITH TEMPORARY REMOVABLE SIGN COORDINATE TIMING FOR RESTORATION TO PRE•CONSTRUCTION CONDITIONS WITH CU EDGEOF TEMPORARY. GRAVEL GE 127 90 DEGREE TURNING RADIUS SEE DETAIL RD® C SHEET 6 CONTRACTOR TO TEMPORARILY RELOCATE EXISTING FENCE COORDINATE TIMING FOR RESTORATION TO PRE CONSTRUCTION .?NDITI,4Th:5 WITH CC INTERSECTION 2 PROPOSED TEMPORARY GRAVEL LEGEND: 1///////1 NOTES: PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND TEMPORARY RADIUS IMPROVEMENTS DELIVERY CLEARANCE AREAS EXISTING TEMPORARY RADIUS IMPROVEMENTS RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE EX PAVED ROAD EX GRAVEL ROAD EX FENCE EX CULVERT EX OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE EX GAS PIPELINE EX TELEPHONE LINE EX WATERLINE EX STREAM CHANNEL EX WETLAND FEMA FLOOD ZONE PROPOSED INDEX CON TOUR PROPOSED INTERVAL CONTOUR WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMES OF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP. 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST 4. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. 5. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER. INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON-AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. 7. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOL) FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSTRUCT ION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP Westwood Phone (IM Sf1 13X1 101/OCho,th IUnth Wp, Sune 1101 loll I,ee (Elq 9 f/ 51X1 Weshnmue,. CO 10021 wntwootlpt turn Westwood P,ule+uonal Sew". Ins MU PARI I) I OR by BP Wind Energy North America, Inc. 201 Helios Way Houston, TX 77079 Il, VISIONS e OAR COMMINI n 04119/JI ISSUIO IOR PIRMII R 0l/la// l ISSUI n I OR NI VII W ( 09O411 ISSUE II IOM RIViW X Cedar Creek II Wind Repower Weld County, Colorado Public Intersection 2 DATE 09/14/2021 32 IIIhYIrIYA1N+AGWJML''RI4Wi III III 4773483 Pages: 55 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder; Weld County , CO i ii RPM:NI AlAk ANUIALF.5414 II III 4786327 Pages: 55 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO iscrJNIIIM1/4111,5% irIIPt II 60 c - _ __,../ Public Widening 1 PROPOSED TEMPORARY GRAVEL EXISTING GROUND LEGEND: V/r///4 NOTES: PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND TEMPORARY RADIUS IMPROVEMENTS DELIVERY CLEARANCE AREAS EXISTING TEMPORARY RADIUS IMPROVEMENTS RIGHT OF WAY LINES EASEMENT LINES EX INDEX CON TOUR EX INTERVAL CONTOUR DC TREELINE DC PAVED ROAD EX GRAVEL ROAD DC FENCE DC CULVERT EX OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC UNE EX GAS PIPELINE EX TELEPHONE LINE EX WATER LINE EX STREAM CHANNEL FEMA FLOOD ZONE PROPOSED INDEX CONTOUR PROPOSED INTERVAL CONTOUR WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMESOF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.30E THE PROJECT SWPPP. 3. STABILIZATION Of DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS Of CONCENTRATED FLOWS MUST BE WIIH I-ROSION CONTROL BLANKET AND SEW. TEMPORARY STABILIZ.AIION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANfICIPAI ED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON CONCENTRATED AREAS WITH 4:1 SLOPES AND FIAI Ilk INCLUDING BUT NOT LIMI TED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON-AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 11 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH IACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. CONCENTRATED FLOW AREAS RI QUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CON1ROT BLANKET AFTER APPLICATION OR SE ED. SLOPES GREATER THAN 8% IN STEEPNESS MAY RI QUIRE AGEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS. WEATHER, PRECIPITATION, CONSTRU( TION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP Westwood Phone /IQ SIl 61S0 lull 'Crl(SSC 9)1 S/SO 'VI IOC hula Ranch Way. Suitt #101 Wnim mqr'. C O 600)1 wrstwt*xlpn tom Wnw'uri YudntnnuI Srrr. n in 'RI I'ARI U TOP BP Wind Energy North America, Inc. 201 Helios Way Houston, TX 17079 R) VISIONS 6 °A11 (OMMI NI A 0/119/11 ISSU1 0 IOR PI W.11I I WON) 1 ISSUI U I OR RI VR W ( O9/14/11 ISSUI U IORiUVIIW L_ 0 .r. X C./ Cedar Creek II Wind Repower Id County, Colorado Ills Public Road Widening 1 DATE SHE£1 09/14/2021 33 4773483 Pages: 56 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes. Clerk and Recorder; Weld County , CO i it r•.. ,III %i WAY Q \ 3'+ PROTECT Exl TING SIGN V 9 rr N 2 0 C O W N BLADE SWING CLEAR ZONE (TYP) PROPOSED sIL1 RN( ON ALL INIERSE(:IIOW, EDGE OF TEMPORARY GRAVEL GE • 97 90 DEGREE TURNING RADIUS SEE DETAIL. R008 -C SHEET S PROPOSED SILT FENCE CONTRACTOR TO TEMPORARILY RELOCATE EXISTING FENCE COORDINATE TIMING FOR RESTORATION TO PRE CONSTRUCTION CONDITIONS WITH CC2 J GE 97 90 DEGREE TURNING RADIUS ITYPI 5180 3 5170 5160 0 N •S 1 I N G-53 \\ INTERSECTION 3 EXISTING GROUND N'a b aft �.- PROPOSED TEMPORARY GRAVEL -0.55% I 2 5180 5170 5160 9 LEGEND: rawe r. wxxxA A -A/ to •°. 0 La 900 NOTES: PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND TEMPORARY RADIUS IMPROVEMENTS DELIVERY CLEARANCE AREAS EXISTING TEMPORARY RADIUS IMPROVEMENTS RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX EX EX EX EX EX EX EX EX EX EX EX EX EX INTERVAL CONTOUR TREELINE PAVED ROAD GRAVEL ROAD FENCE CULVERT OVERHEAD POWER UNDERGROUND POWER FIBER OPTIC LINE GAS PIPELINE TELEPHONE UNE WATER LINE STREAM CHANNEL WETLAND FEMA FLOOD ZONE PROPOSED INDEX CONTOUR PROPOSED INTERVAL CON TOUR T_ WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMESOF THE CONSIRUC IION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP 3. STABILIZATION OF DITCHES (FROM TOP Of BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPEL TED OR PRIOR TO A FORECASI I II RAINFALL. WHICHEVER IS FIRST. 4. I EMPORARY SIABILILAI ION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. S. TEMPORARY STABILIZATION OF A AGRCULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING Of AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER. INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON-AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED 7. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON AGRICUL TURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOL) FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER II IAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXIILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSTRUC ; YXN METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP 38 ,f// 36 •34 West wood Pnun< (pg%Si 111SO 101/0 (Moth Ranch Wry. Suer tt01 Intl, tee (!W 93/ SI SO Wntm non. CO WWI MMWwnodptcom Westwood P,ofnunnal Sens n. Int PRf PAW U / (M BP Wind Lnergy North America, Inc 201 ITelios Way Houston, TX 17019 VISIONS a UAlI COMM' NI A O5/111/1 ISSUIO I OR MAMA E O6//b//1 ISSUIO IORRIVRW ( 091141/1 ISSU I I I OR MYOSIN X 0 Cedar Creek II Wind Repower d County, Colorado 4786327 Pages: 56 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Public Intersection 3 09/14/2021 34 III IIPARIAltilid 111111 4773483 Pages: 57 of 104 11/@5/2021 100 i ® 4 AM d R coeder$,0 Weld ® County CO Carly Koppes, I fordakial:gigrisimikkr: IiJ'RlI'I1 u i / 1 ) 1 Co Rd 132 ei F / 1 5190 4786327 Pages: 57 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO II rid %WWI Mill IA1:0 � I LIIVICI &MIA III III i • EDGE DE TEMPORARY (,RAVEL. CONTRACTOR TO TEMPORARILY RELOCATE EXISTING FENCE COORDINATE TIMING FOR RESTORATION TO PRE CONSTRUCTION CONDITIONS WITH CC2 I 97 90 DEGREE TURNING RADIUS EE DETAIL RDOB C SHEET S PROPO PENCE / QED SILT �E.a._E r C -6 P 1 1 GE -97 40 DEGREE TURNING RADIUS 11$ Fa 5180 5170 0 / N. \ N. / 1! INTERSECTION 4 EXISTING GROUND N -160% 1 PROPOSED TEMPORARY GRAVEL G-51 2 3190 5180 5170 awn 900 WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2 TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMESOF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP. 3, STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4. It MPORARY STABILIZAI ION AND RESTORATION FOR DITCHES AND OIHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4.1 AND FLAT TER AND NON CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER, INCLUDING BUT NOT LIMITED 1O CRANE PATHS. COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS 1O BE ESTABLISHED (NON -AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. SLOPES AND NON-CONCENT RATED AREAS WITH SLOPES STEEPER THAN 4,1 IN NONAGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH Ai LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICAT ION. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABS( IZED WITH WOOD FIBER, DOUBLE SIDED EROSION CON I ROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER Willi RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH 1HE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT SIORMWAIER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSTRUCTION METHODS. OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. NOTES: LEGEND: I/////r4 wars., NN * ■ _ YO 0 w PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND TEMPORARY RADIUS IMPROVEMENTS DELIVERY CLEARANCE AREAS EXISTING TEMPORARY RADIUS IMPROVEMENTS RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE DC PAVED ROAD DC GRAVEL ROAD DC FENCE EX CULVERT EX OVERHEAD POWER EX UNDERGROUND POWER a FIBER OPTIC LINE a GAS PIPEUNE EX TELEPHONE LINE DC WATER LINE EX STREAM CHANNEL DC WETLAND FEMA FLOOD ZONE PROPOSED INDEX CONTOUR PROPOSED INTERVAL CONTOUR 5. 8 KEY MAP // • 40 38 • / / Westwood Phone (1Ka S.1144W 101/0(. huuh l4nch Way, Suite 0/01 10111 lee 0)41/ 'WAR Wcnlm,mlrl.(O 400)1 wrUW,x'dp{ I nm Wei ha. ona) 0•04 11.0).141 1 Seer,rt Int PRI PARS I) I OR BP Wind Energy North America, Inc. 201 Helios Way Houston, TX 77079 W VISIONS l)AII (OMNINI A 04/19/1 (SSW D I OR PIRMII B 06/16/11 ISSUI I) ICR RI VII W ( 09/1Nll ISSUI D (OR RI VII X Cedar Creek II Wind Repower Weld County, Colorado Public Intersection 4 09/14/2021 35 4773483 Pages: 58 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO !VI ciiiIiinNAlliiiIN3/4.9NA 11 III klCgHI .rl `WYAv uv;. PROTECT EXISTING SIGN PROI EL_T DOS ING CATTLE GUARD 4786327 Pages: 58 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO GE 97 90 DEGREE TURNING RADIUS SEE DETAIL RDOB C SHEET S CONTRACTOR TO TEMPORARILY RELOCATE EXISTING FENCE COORDINATE TIMING FOR RESTORATION 'TO PRE CONSTRUCTION CONDITIONS WITH CC.? PRGvsi:, r.T IENCE II MIMI: JOWi1CAP. 4 J4111111 INTERSECTION 5 5190 5190 EXISTING GROUND 1.4% PROPOSED TEMPORARY GRAVEL LEGEND: PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANC LIMITS NON PARTICIPATING LAND TEMPORARY RADIUS IMPROVEMENTS DELIVERY CLEARANCE AREAS EXISTING TEMPORARY RADIUS IMPROVEMENTS RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR wxw wr EX TREELINE EX PAVED ROAD EX GRAVEL ROAD EX FENCE 1'a EX CULVERT EX OVERHEAD POWER ea. EX UNDERGROUND POWER •a EX FIBER OPTIC UNE EX GAS PIPELINE EX TELEPHONE UNE EX WATER LINE EX STREAM CHANNEL EX WETLAND FEMA FLOOD ZONE PROPOSED INDEX CONTOUR PROPOSED INTERVAL CONTOUR NOTES: 1. WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2 TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMESOF THE CONSTRUC IION GENERAL PERMIT AND AS DE TAILED IN SECTION 7.3 OF THE PROJECT SWPPP 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN lilt SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECAST( 11 RAINFALL WHICHEVER IS FIRST. 4. I EMPORARY SIABILIZAI ION AND RLSIORAI ION FUR DI ICHES AND UI HER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. S. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLAT TER AND NON•CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER. INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS. AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NONAGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. /. SLOPES AND NON CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON AGRICUI.1URAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WIT H WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER. DOUBLE SIDED EROSION CONTROL BLANKE 1 AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION 9. 1 HE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWAIER GENERAL PERMII AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BF NECESSARY BASED UPON FIELD CONDI I IONS, WEATHER. PRECIPITATION, CONSIRUC 1 it METHODS, OR SEQUENCING AND ROUIE INSPECTION OBSERVATIONS. KEY MAP West wood Pilau Toll tree 111Q $31 1150 1110 93/ sIS0 101I0 C W rch Rah War. %At CV, Virus wwe.. CO Wit istes0adM cow Wetk.00a I1alnmrul Sera aWV 441496 10NAt 1T' t1i '2.7t PRLPMIDIoR BP Wind Energy North America. Inc. 201 Helios Way Houston, TX /10/9 RI VISIONS e LIAR COMM, NI A 0N19/71 ISSUI D IOR PI RMII 1 011JW11 ISsU10 Rik RI VU W ( CPTI/ii/E ASUI 0 WA RIVIIW X Cedar Creek II Wind Repower Id County, Colorado Public Intersection 5 DATE SHEET 09/14/2021 36 i 4773483 Pages: 59 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO I rPP'3PI1c lIII I I I I I I I 1 1 I I 1 1 \ I rnGHT-CF WAY (I'r I� Co Rd 732 \ 71- / /71 a C 5200 N 5190 5180 INTERSECTION 6 v PROPOSED % EXISTING GROUND / TEMPORARY _ 1 _ 0269E GRAVEL 5200 5190 5180 0 1 2 7i 4786327 Pages: 59 of 106 12/17/2021 02:55 aMd Recorder,F:$010 d County CO Carly Koppes, Clerk ,IIII lirrili'll'a4,1010101,!Klitlereiiiilik P'#1 73 C O G1 \ /2 / CONTRACTOR TO REPLACE EXISTING SIGN WITH TEMPORARY REMOVABLE SIGN COORDINATE TIMING FOR RESTORATION TO PRE CONSTRUCTION CONDITIONS WITH CC2 I , I / PROPOSED SILT FENCE CONTRACTOR TO TEMPORARILY RELOCATE COSTING FENCE COORDINATE TIMING FOR , RESTORATION TO PRE CONSTRUCTION CONDITIONS WITH CC2 EDGE OF TEMPORARY GRAVEL GE -97 90 DEGREE TURNING RADIUS SEE DETAIL RD% C SHEET 5 BLADE SWING CLEAR ZONE NOTES: LEGEND: r//////J rare.. NNNN 1 u-V�V+l.ra.i-lr C I'0 on. 90e PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND TEMPORARY RADIUS IMPROVEMENTS DELIVERY CLEARANCE AREAS EXISTING TEMPORARY RADIUS IMPROVEMENTS RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE DC PAVED ROAD EX GRAVEL ROAD EX FENCE EX CULVERT EX OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE EX GAS PIPELINE DC TELEPHONE LINE DC WATER LINE DC STREAM CHANNEL DC WETLAND FEMA FLOOD ZONE PROPOSED INDEX CONTOUR PROPOSED INTERVAL CONTOUR WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMES OF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION /.3 OF THE PROJECT SWPPP 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. TEMPORARY STABIl IZAT ION OF A AGRICUL1 URAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND Wilt RE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULIURAI AREAS IS NOT ANTICIPATED DUE TO CROSS CON IAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND HATTER, INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON-AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AF TER APPLICATION OF SEED. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CON TROI BLANKET WITH WOOD FIBER MATERIAL. AL TERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON IHE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR 10 IMPLEMENT FOR COMPLIANCE WIT H THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WE AI HER, PRECIPITATION, CONSTRUCTION S. METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP 38 36 32 33 Westwood Phony WC. Sit *350 ION Itrr WILD) OW 51 S0 10110 [norm Ranth Wiry •10I West owlet. CO SOON wedwraxlp. lnn Wn'waul P,nlnuonal Servers Int BP Wind Energy North America, Inc. 201 Helios Way Houston. TX /10/9 Ml VWS:ON% • OA I COMMENT A OVIHJt 6SSU1OIOR Pc *MIT II 011/J6/11 ISSUt O FOR RI WO W 09/14//1 MOW IORR1VfW X Cedar Creek II Wind Repower Weld County, Colorado Public Intersection 6 09/14/2021 37 4773483 Pages: 60 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes; Clerk and Recorder, Weld County CO u I AMOUR MK WEI, i i / r" Rd 732 PROPOSED TEMPORARY ENTRANCE CONTRACTOR TO TEMPORARILY RELOCATE EXISTING FENCE COORDINATE TIMING FOR RESTORATION TO PRE CONSTRUCTION CONDITIONS WITH CC' / CONSTRUCTION FENCING r \t 5150 5140 5130 I 1 I II I I I J hI-,'1T ,..f wnr / s!J0 - i INTERSECTION 7 EXISTING GROUND •131% at Al Al PROPOSED TEMPORARY GRAVEL / 5150 5140 5130 0 1 2 V LEGEND: watteraw.wr MSS no 'O' 4 A16 '0 a/ I,q wV *D0 - NOTES: PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FEN: DISTURBANCE LIMITS NON PARTICIPATING LAND TEMPORARY RADIUS IMPROVEMENTS DELIVERY CLEARANCE AREAS EXISTING TEMPORARY RADIUS IMPROVEMENTS RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE EX PAVED ROAD EX GRAVEL ROAD EX FENCE EX CULVE EX OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE EX GAS PIPELINE EX TELEPHONE LINE EX WATER LINE EX STREAM CHANNEL EX WETLAND FEMA FLOOD ZONE PROPOSED INDEX CONTOUR PROPOSED INTERVAL CONTOUR 2. 3. WHE-REFEASIBLI CONTRACTOR TO GRADE IN IL RSEC lIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMESOF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP STABILIZATION OF DITCHES (FROM 1OP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4 TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. TEMPORARY STABILIZATION OF AAGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6- SLOPES 4:1 AND FLATTER AND NON CONCENTRATED AREAS WITH 4:1 SLOPES AND FLAT TER, INCLUDING BUI NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON AGRICULTURAL AREAS) SHOULD BE RESTORED WI III A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CON IROL AFTER APPLICAIION OF SEED. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATE R POI I UT ION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEARIER, PRECIPITATION, CONSTRUCTION METHODS. OR SEQUENCING AND ROUTE INSPECIION OBSERVATIONS. KEY MAP 1 8. 4786327 Pages: 60 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO rd MEI I iihN Westwood Pna w I7?Q )S1 tllSD IotU,er Min 93/ Y1S0 I0t7DC IUICA IRS%h Way. Sue .7O1 wnln enter CUX W1 arY_o dpc tom WrowoW Plotetuonal Servcn Inc ITP BP Wind Energy North America, Inc, 201 Helios Way Houston. IX 7/0/9 RI VISIONS • DA II COMMI NI A 01/19,711 (SSW D 1O41 PI RMI I I 06/7W?t KSUio wit w 01/14/.01 ISSUI D ID* RI Vol W :edar Creek II Wind Repower 'Veld County, Colorado Public Intersection 7 09/14/2021 38 4773483 Pages: 61 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO vi %ifYlivirligilinYklikleifilki, N N N N\ vn L I 1 I USE EXISTING RADIUS IMPROVEMENT 51 i FENCE POLES HAVE BEEN REMOVED CONTRACTOR TO VERIFY EDGE OF TEMPORARY GRAVEL OWNER 10 COORDINATE WITH EXISTING PROPERTY OWNER AND SEPARATE PROJECT DEVELOPER 4786327 Pages: 61 of 106 12/17/2021 02:55 Xand Recorder, 0 Weld County CO Carly Koppes, Clerk I� ROM Dikiihal ligl CIA 14, liii 5160 5150 5140 0 INTERSECTION 8 f _ __ __ EXNc `vnJUND PROPOSED TEMPORARY Z.93x GRAVEL 1 2 ---•/', 1 i 5160 5150 5140 NOTES: LEGEND: 1///////1 ricarfl J NNN N S,O Put GS 900' PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND TEMPORARY RADIUS IMPROVEMENTS DELIVERY CLEARANCE AREAS EXISTING TEMPORARY RADIUS IMPROVEMENTS RIGHT OF WAY LINES EASEMENT LINES EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX INDEX CONTOUR INTERVAL CONTOUR TREELINE PAVED ROAD GRAVEL ROAD FENCE CULVERT OVERHEAD POWER UNDERGROUND POWER FIBER OPTIC LINE GAS PIPELINE TELEPHONE UNE WATER LINE STREAM CHANNEL WETLAND FEMA FLOOD ZONE PROPOSED INDEX CONTOUR PROPOSED INTERVAL CONTOUR 5. WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMES OF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 1.3 OF THE PROJECT SWPPP, STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANK' I AND SEED. TEMPORARY STABIL VAT ION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NW ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER, INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NONAGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL N It II APPLICATION OF SEED. 1. SLOPES AND NON CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL.. ALTERNATIVELY: A WOOD HYDROMULCH WITH EACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION 5TORMWAIER GENERAI PERMIT AND ASSOCIATED PROJECT SIORMWATER POLLUTION PREVENTION PLAN, ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSTRUCTION METHODS. OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP 40/ . �.'/ 38 36 Westwood 'Stone (/N1 SSI 1SSO ion lmr int 93/ $150 I01 /0 C rant Ranch WM. War #101 Welt. untrr, C O SOO.? I wruwaldpc ton WnlwuoU P,olnturui Serer n. Inc PRI PMII I) f OP bp BP Wind Energy North America, Inc. 201 Helios Way Houston. TX 7/0/9 41 VILONS c Mll COMMINI A 01/11/11 ISSUED FORPIRMU 9 00/11/11 ISSUED IORRIVYW L 0N/ I M )1 ISSU E D FOR RI V R W Cedar Creek II Wind Repower Weld County, Colorado Public Intersection 8 S!ILLI 09/14/2021 39 4773483 Pages: 62 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO I N111I rielfifiniNIMPriEliiik 111 I 110(1 N PROTECT EXISTING SIGN PROTECT EXISTING UTTUTY POLE CONTRACTOR TO TEMPORARILY RELOCATE EXISTING FENCE COORDINATE TIMING FOR RESTORATION TO PRE CONSTRUCTION CONDITIONS WITH CC: 11 \, RIGHT OF WAY (TYP) 1\\ PROPOSED SILT FENCE EDGE OF TEMPORARY GRAVEL 200' TURNING RADIUS OW) PROTECT EXISTING UTILITY POLE 5140 5130 5120 5110 0 INTERSECTION 9 v N EXISTING GROUND PROPOSED TEMPORARY GRAVEL -156% 1 2 I I, 5140 5130 5120 5110 I I LEGEND: rawer co —4- E - L PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND TEMPORARY RADIUS IMPROVEMENTS DELIVERY CLEARANCE AREAS EXISTING TEMPORARY RADIUS IMPROVEMENTS RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE EX PAVED ROAD EX GRAVEL ROAD EX FENCE EX CULVERT EX OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE EX GAS PIPELINE EX TELEPHONE LINE EX WATER LINE EX STREAM CHANNEL EX WETLAND FEMA FLOOD ZONE OD a — PROPOSED INDEX CONTOUR PROPOSED INTERVAL CONTOUR NOTES. WHERE FEASIBLE CONTRACTOR TO GRADE IN IF RSECTIONS AND DRIVEWAYS 10 f NSURi POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMESOF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST 4. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING Of AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FIAT IF INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPAC IED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. SLOPES AND NON CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH Al LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER. DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAI PERMIT AND ASSOCIATED PROJECT STORMWATE R POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSIRUC I ION 5. METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP 4786327 Pages: 62 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII PigdNiVir1/21,4111,41111144.kAlleithVA IA Iliii 38 36 32 33 Westwood Phone 11/Q S11 a950 101/OCIr.,aa Ass Is Wry, Swat 8101 I M1 I ,n (MO 93/ SI SO Weston ,nae,. (0 Kant wr1ronlpe 1a. W.,n.a.n P,utease: a1 San vs, Int 0 BP Wind Energy North America, Inc. 201 Helios Way Houston, TX 77079 RI VISIONS ■ DAII COMMINI A 06119111 ISSUI I) OR PI Rhin a OaiN11 ISSUI D /OR R! Vf W I. 09/I4/11 ISSUID/ORR1V9W X ISi: Cedar Creek II Wind Repower Weld County, Colorado Public Intersection 9 0AT% SHEET 09/14/2021 40 4773483 Pages: 63 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes Clerk and Recorder, Weld County , CO i II IFJMII: III ill', 111111 BLADE SWING CLEAR ZONE LTYP, Th1� iRAR't cuLVERT EXTENSION GE 127 90 DEGREE TURNING RADIUS DETAIL RD09 C SHEE i h T EXISTING SIGN ti 1 4950 4940 4930 0 -4 ROAD TO N-56 INTERSECTION 10 a v r EXISTING GROUND 016% 1 PROPOSED TEMPORARY GRAVEL 2 4950 4940 4930 NOTES: LEGEND: //////4 ,a r cN SVy5i4: v -t.1- d-L..xr S'0 '°" est •0 cat w.• 90C PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENC: DISTURBANCE LIMITS NON PARTICIPATING LAND IEMPURARV RAUIUS IMPROVEMEN 15 DELIVERY CLEARANCE AREAS EXISTING TEMPORARY RADIUS IMPROVEMENTS RIGHT OF WAY LINES EASEMENT LINES EX EX EX EX EX EX EX EX EX EX EX EX EX EX INDEX CONTOUR INTERVAL CONTOUR TREELINE PAVED ROAD GRAVEL ROAD ECNCL CULVERT OVERHEAD POWER UNDERGROUND POWER FIBER OPTIC LINE GAS PIPELINE TELEPHONE LINE WATER LINE STREAM CHANNEL EX WETLAND FEMA FLOOD ZONE PROPOSED INDEX CONTOUR PROPOSED IN I ERVAL CONTOUR WHERE FEASIBLE CONTRACTOR 1O GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE IIMEFRAMES OF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 1.3 OF THE PROJECT SWPPP 3 STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPI CIES AND IARMING ACTIVITIES. 6. SLOPES 4:1 AND HATTER AND NON -CONCENTRATED ARIAS WITH 4:1 SLOPES AND FLATTER, INCLUDING BUI NOI IIMIIED 1O CRANE PATHS, COMPACIEI) SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AF TER APPLICATION OF SEED. 7. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON AGRICUL TURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER. DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWAIER POLLUTION PREVENTION PLAN. ADDI1IONAI OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP Westwood ITonr lolll,rr {,!Q 111 .LSO {6/q 9)/ 51 SO 10110 ((with tints Wrr, Show 1101 Weds wafer, COMMIT wr woodpt rum Westwood I',olnuonll Seem es irw 'M.l I'AW I) I QA BP Wind Energy North America, Inc 201 Helios Way Houston, TX 71019 RI VISIONS e ❑AIL COMMINI A 06/11/11 CAUL") (OR PI Wall 1 06/ISM ISSUIDIORRIVUIW 01/14111 ISSUIO IORRL VIIW 60 110 :edar Creek II Wind Repower Held County, Colorado 4786327 Pages: 63 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO Public Intersection 10 DATE SHEET: 09/14/2021 41 III IgAill'AIIIMIALKillifiifiltVANikhikyi 111111 4773483 Pages: 64 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Et, i Co Rd 130 INTERSECTION 11 5170 I 5170 5160 5150 PROPOSED EXISTING GROUND TEMPORARY GRAVEL -------- 5160 5150 0 1 2 1 N. n O BLADE SWING CLEAR ZONE Owl PROTECT EXISTING UTILITY POI F .at d' a • .---ear — Is ( k,,It. I .• WA, `,: EDGE OF TEMPORARY GRAVEL GE 127 90 DEGREE TURNING RADIUS DETAIL RD09 C SHEET6 ."'"eirme—��` i N • • NOTES: LEGEND: K//////j ISO t,o 111. NAG ,0 GAS w, liamo PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND TEMPORARY RADIUS IMPROVEMENTS DELIVERY CLEARANCE AREAS EXISTING TEMPORARY RADIUS IMPROVEMENTS RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE EX PAVED ROAD EX GRAVEL ROAD EX FENCE EX CULVERT EX OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE EX GAS PIPELINE EX TELEPHONE LINE EX WATER LINE EX STREAM CHANNEL EX WETLAND FE MA FLOOD ZONE PROPOSED INDEX CONTOUR PROPOSED INTERVAL CONTOUR WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS 1O ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WIT HIN THE TIMEFRAMES OF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. 5. TEMPORARY STABILIZATION OF A AGRICUL 1 URAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING Of AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4.1 SLOPES AND FLATTER. INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION Of SEED. 7. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NONAGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH Al LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE AGEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION SIORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER. PRECIPITATION, CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP Max V/O S 163S0 lob I,ee (MC 93/ SIS0 101/OC1b,<h Rana WNP, La OAT Wets „Me,. C O 600/ I rmmdps <w Wntroot P,a& SWN I Serve n In BP Wind Energy North America, Inc 201 Hellos Way Houston, TX 77079 RI VISIONS I (ATI COMMENT A 06/19//1 ;SUMO IOR PIIIMII 6 06//6/)1 155UIGIORWVIW C 09/14//1 ISSuIOIOA Rtvww X 40 :edar Creek II Wind Repower Veld County, Colorado Public Intersection 11 DATE SHEET 09/14/2021 42 4786327 Pages: 64 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III till 4773483 Pages: 65 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes; Clerk and Recorder, Weld County , CO • III Pj jjpi III CONTRACTOR TO REPLACE i TEMPORARY REMOVABLE SIGN CC'ORUNA IL TIMING FOR RESTORATION TO PRE CONSTRUCTION CONDITIONS WITH CC F•,:E;:)F i!'.iPORA.R'rGRA`d;l CONTRACTOR TO TEMPORARILY RELOCATE EXISTING FENCE. COORDINATE TIMING FOR RESTORATION TO PRE CONSTRUCTION CONDITIONS WITH CC2 \ 29 PROPOSED Su. i FENCE / / / J I I 7 / O v • o -r BLADE SWING CLEAR ZONE ;TV,. A GE -127 90 DEGREE TIANINCI RADIUS DETNF RD09-I ;r,:L 1 €. / LONTRACTOR 1O REPLACE EX1511NC, SIt;N WAII TEMPORARY REMOVABLE SIGN COORDINATE TIMING FOR RESTORATION TO PRE <(_) Nc?RUCTION (_,NIA 1K:NS Wirth CC? i'F,:PO>E L+ >II I F ENCE 4786327 Pages: 65 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO IH !MOO. Co Rd 130 `r '; --f rte- • Y INTERSECTION 12 5260 r EXISTING GROUND 5250 5240 PROPOSED TEMPORARY GRAVEL /`\ / 5260 5250 5240 NOTES: LEGEND: AWNNW - C sw .o GAS WAT on—- 900 PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND TEMPORARY RADIUS IMPROVEMENTS DELIVERY CLEARANCE AREAS EXISTING TEMPORARY RADIUS IMPROVEMENTS RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE DC PAVED ROAD DC GRAVEL ROAD DC FENCE DC CULVERT DC OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE DC GAS PIPEUNE EX TELEPHONE LINE EX WATER LINE EX STREAM CHANNEL DC WETLAND FEMA FLOOD ZONE PROPOSED INDEX CONTOUR PROPOSED INTERVAL CONTOUR WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMES OF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP. 3. STABILIZATION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLATTER, INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON-AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. 7. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. 5. KEY MAP Westwood Phone UM Sit ISSO 10110Chunk Ranch Wry. Suns *701 Ion l lee MO tit SISO Westin 'aut.CO/0021 werwoodpsco. Westwood P,olnswnal Sean. Inc PRt PNU O I OR by 0 BP Wind Energy North America, Inc. 201 Helios Way Houston, TX 77079 RI irtiUm I OAT! COMM( NI A 01/19/71 ISSUI DICMPI RPM ft 01/76/21 ISSUED I OR REVII W C 09/14/71 !SSW) 1 OR RI V I W X Cedar Creek II Wind Repower Weld County, Colorado Public Intersection 12 09/14/2021 43 4773483 Pages: 66 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes; Clerk and Recorder, Weld County , CO i II rW!' 6khJll IMd rfl?I III ./ • • / BLADE SWING CLEAR TONE (TYP) PROTECT DUSTING UTIUTY POLE 1 CONTRACTOR TO REPLACE EXISTING SIGN WITH TEMPORARY REMOVABLE SIGN COORDINATE TIMING FOR RESTORATION TO PRE CONSTRUCTION I URBAN( E uMiTS GE 127 90 DEGREE TURNING RADIUS DETAIL RD09 C SHEET6 1F, ,,!t tint -z 'c2r! Co Rd 126 n tit O v 1 _ - PROPOSED SILT FENCE CONTRACTOR TO TEMPORARILY RELOCATE EXISTING FENCE COORDINATE TIMING FOR RESTORATION TO PRE CONSTRUCTION CONDITIONS WITH CC2 PROTECT EXISTING SIGN limmr / INTERSECTION 13B INTERSECTION 13A 5240 5240 N N 5230 5220 I 0 O, N N EXISTING GROUND PROPOSED TEMPORARY GRAVEL 1 2 5230 3 5220 5240 5240 5230 5220 EXISTING GROUND -145% PROPOSED TEMPORARY GRAVEL 5230 5220 0 1 2 NOTES: LEGEND: I///r7/j PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND TEMPORARY RADIUS IMPROVEMENTS DELIVERY CLEARANCE AREAS EXISTING TEMPORARY RADIUS IMPROVEMENTS RIGHT OF WAY LINES EASEMENT LINES a EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE EX PAVED ROAD EX GRAVEL ROAD EX FENCE EX CULVERT -.o- -¢ EX OVERHEAD POWER EX UNDERGROUND POWER 'o EX FIBER OPTIC LINE �++ EX GAS PIPELINE .,c EX TELEPHONE LINE e+ EX WATER LINE EX STREAM CHANNEL C Va EX WETLAND FEMA FLOOD ZONE PROPOSED INDEX CONTOUR PROPOSED INTERVAL CON TOUP 1. WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMES OF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP 3. STABII I/AT ION OF DITCHES (FROM TOP OF BANK TO TOP OF BANK) SHOULD BE COMPLETED WITHIN I H E SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR 10 A FORECASTED RAINI All WIIICHFVFR IS FIRST TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. SLOPES 4:1 AND FLATTER AND NON -CONCENTRATED AREAS WITH 4:1 SLOPES AND FLAT TER, INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 10 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. SLOPES AND NON CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NONAGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AF TER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE AGEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY 81 NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSTRUCTION 7. ME TIIODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP 4786327 Pages: 66 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO II iticEll'ili7k9)g, iW4 38 36 34 32 33 Westwood Phone Ion tee MA 9)/ SIS0 1011OC C Ih,,, h Ilan. h Way. Sva elpt Wens swan. C O X0O/1 wuwuodpl ton WeSS wo l P,o,enwwNI Servant In. PRE PARE U I OR by 0 BP Wind Energy North America, Inc. 201 Helios Way Houston, IX 1/019 RI V,SIONS I I)A(I COMMI NI A 06/19.01 ISSUI U IO14 PI kW E O6/A/P ISSUI O FOR RIYR W C O9/1VJl ISSU(UIORRIYYW Cedar Creek II Wind Repower Weld County, Colorado Public Intersections 13A & 13B A'= 09/14/2021 44 i 4773483 Pages: 67 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO i II KAPIN !NM IRlitte, 111111 C I 41 rti ff 1 BLADE SWING CLEAR ZONE (TVPI NN ''NN../-,- -- \N PROPOSED SILT FENCE S1',9 EDGE OF TEMPORARY GRAVEL GE 127 9O DEGREE TURNING RADIUS DETAIL RDO9 C SHEET 6 4786327 Pages: 67 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III INPAPIANAL VIthialifiZiri1/41.11,y), "Ill J q L, Co Rd 726 INTERSECTION 14 5270 5270 v, 5260 3250 oo IN r D)0STING GROUND -1.76% _ PROPOSED TEMPORARY GRAVEL 5260 5250 0 1 3 NOTES: LEGEND: r//////j ICJ txr�.l�xr 5'o +N. ,o GAS Wu E_ 900 PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND TEMPORARY RADIUS IMPROVEMENTS DELIVERY CLEARANCE AREAS E)0STING TEMPORARY RADIUS IMPROVEMENTS RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE EX PAVED ROAD EX GRAVEL ROAD EX FENCE EX CULVERT EX OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE EX GAS PIPELINE EX TELEPHONE LINE EX WATER LINE EX STREAM CHANNEL EX WETLAND FEMA FLOOD ZONE PROPOSED INDEX CONTOUR PROPOSED INTERVAL CONTOUR 1. WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE. IIMEFRAMES OE THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 1.3 OF THE PROJECT SWPPP 3. STABILIZATION OF DITCHES (FROM TOP OF BANK 1O TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4 TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL RI AND T AND SEED. 5. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CON TAMINATION OF VEGETATION SPECIES AND IARMING ACTIVITIES. 6. SLOPES 4:1 AND FLAIl HR AND NON CONCENTRATED AREAS WITH 4:1 SLOPES AND FLAT [ER, INCLUDING BUT NOI LIMITED TO CRANE PATHS, COMPAC I E D SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 1O 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL AFTER APPLICATION OF SEED. 1. SLOPES AND NON CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NON-AGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE WIT H THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER. PRECIPITATION. CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP 40. 38 36 V. Westwood ,Monr (I 11:1 Sfl MVO i ull I,ee (NISI 9U S1 SO 10110 C Iu,c* Knit Wry.W9. 9201 Wrap" inae,. CO 6001 wruuwwvlpc con We -l.400/ P,olnwnll Senn(R. In, BP Wind Energy North America. Inc. 201 Hellos Way Houston. TX 11019 AI VISIONS I °Ail (OMMINI A 08/19O1 ASIA i OR PI RMII ,f 06IIW1t ISSUID IORIUVRW 0V 14/1 ISSUI D IOR RIVOW X 1U 50 Cedar Creek II Wind Repower Weld County, Colorado 110 Public Intersection 14 :n', 09/14/2021 45 4773483 Pages: 68 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III i 0 n O Do i 4�k SOS BLADE SWING CLEAR ZONE (MI INTERSECTION 15 r E)GSTINGGROUND 061% 1 PROPOSED TEMPORARY GRAVEL INTERSECTION 16 2 5350 5340 5330 5330 EXISTING GROUND 0.68% 1 c'ROPoSFL IFMIC)RARV uRAVE 5320 5310 0 3 LEGEND: agratial warn ILO no ,0 Gat C=� 900 NOTES: PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND TEMPORARY RADIUS IMPROVEMENTS DELIVERY CLEARANCE AREAS EXISTING TEMPORARY RADIUS IMPROVEMENTS RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE DC PAVED ROAD EX GRAVEL ROAD EX FENCE EX CULVERT EX OVERHEAD POWER EX UNDERGROUND POWER EX FIBER OPTIC LINE EX GAS PIPEUNE EX TELEPHONE UNE EX WATER LINE EX STREAM CHANNEL EX WETLAND FEMA FLOOD ZONE PROPOSED INDEX CONTOUR PROPOSED INTERVAL CONTOUR 1 WHERE FEASIBLE CONTRAC TOR TO GRADE IN IL RSEC LIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2 TEMPORARY STABILIZATION MUST BECOMPLETEDWITHIN THE TIMEFRAMESOF THE CONSTRUCTION GENERAL PERMII AND AS DE TAILED IN SECTION /.3 OF THE PROJECT SWPPP 3. STABILIZATION OF DITCHES (FROM TOP OF BANK 1O TOP OF BANK) SHOUI I) BE COMPLETED WITHIN 1 HE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A FORECASTED RAINFALL WHICHEVER IS FIRST. 4. TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. 5. TEMPORARY STABILIZATION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:1 AND FLATTER AND NON CONCE NTRATED AREAS WITH 4:1 SLOPES AND FLATTER, INCLUDING BUT NOT LIMITED TO CRANE PATHS, COMPACTED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON-AGRICULTURAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CON IROL AFTER APPLICATION OF SEED. 1. SLOPES AND NON -CONCENTRATED ARIAS WITH SLOPES STEEPER THAN 4:1 IN NON AGRICULIURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NET TING EROSION CONTROL BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIER WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPLIED AFTER SEED APPLICATION. 8 CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WIII1 RIPRAP FOR STABILIZATION. 9. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIMUM ANTICIPATED CONTROLS FOR THE CON TRACTOR TO IMPLEMENT FOR COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PE RMIT AND ASSOCIATED PROJECT STORMWAIER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS, WEATHER, PRECIPITATION, CONSTRUCTION METHODS. OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. KEY MAP 4786327 Pages: 68 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder; Weld County , CO Zvi d 1P'IWO mit iclownviikdo i 40Q''�� 38 36 West wood P..we vw SJ1 US0 I oil 1 f,, (MIN 9!/ S1S0 101/0C1luusn Ruin W11. S S .101 Wnue man. CO 5011 aestrAndos cos Wnhr.af e.olnsq.Vl Sences. Ix by 0 BP Wind Energy North America, Inc. 201 Helios Way Houston, TX 7/079 Iu Vn+UN5 I OAR COM MINI A 06/19/11 ISSUED I OR P1 NMI I a 011116111 ISSUM D I OR RI VII W C 05/14/11 ISSUE() FOR X sa Cedar Creek II Wind Repower Weld County, Colorado Public Intersections 15 &16 09/14/2021 46 4773483 Pages: 69 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO TEMPORARY CULVERI EXTENSION AS NECESSARY EDGE OF TEMPORARY GRAVEL GE 127 90 DEGREE TURNING RADIUS DETAIL RDO9 C SHEET 6 FEN�L cOuRUINAIL iUMiNCr FOR R .1OW1tI'N (V PRE CONSTRUCTION CONDITIONS WITH Cr: I rdliell'ARN.IclunnThivitillXVIC /' 600 ROAD BL i .2 \ ROAD TO N-2 1. 5290 w 5280 2270 INTERSECTION 17 v, P FASTING GROUND 2 37% PROPOSED TEMPORARY GRAVEL 5290 5280 5270 0 1 2 I 9. NOTES: LEGEND: 1///////1 _ sis nr. _. PROPOSED CULVERT PROPOSED SILT FENCE PROPOSED CONSTRUCTION FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND TEMPORARY RADIUS IMPROVEMENTS DELIVERY CLEARANCE AREAS EXISTING TEMPORARY RADIUS IMPROVEMENTS RIGHT OF WAY LINES EASEMENT LINES EX INDEX CONTOUR EX INTERVAL CONTOUR EX TREELINE EX PAVED ROAD EX GRAVEL ROAD EX FENCE ro EX CULVERT 4—'o EX OVERHEAD POWER EX UNDERGROUND POWER •a EX FIBER OPTIC LINE rn EX GAS PIPELINE EX TELEPHONE UNE EX WATER LINE EX STREAM CHANNEL EX WETLAND FEMA FLOOD ZONE PROPOSED INDEX CONTOUR PROPOSED INTERVAL CONTOUR C —900- 1 WHERE FEASIBLE CONTRACTOR TO GRADE INTERSECTIONS AND DRIVEWAYS TO ENSURE POSITIVE DRAINAGE OFF OR AWAY FROM PUBLIC ROADS. 2. TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN THE TIMEFRAMES OF THE CONSTRUCTION GENERAL PERMIT AND AS DETAILED IN SECTION 7.3 OF THE PROJECT SWPPP. STABILIZATION OF DITCHES (FROM TOP OF BANK 1O TOP OF BANK) SHOULD BE COMPLETED WITHIN THE SAME WORKING DAY AS THE ACTIVITY COMPLETED OR PRIOR TO A f ORE CASTED RAINFALL WHICHEVER IS FIRST TEMPORARY STABILIZATION AND RESTORATION FOR DITCHES AND OTHER AREAS OF CONCENTRATED FLOWS MUST BE WITH EROSION CONTROL BLANKET AND SEED. TEMPORARY STASH I/AI ION OF A AGRICULTURAL AREAS SHOULD INCLUDE SURFACE ROUGHENING AND WHERE NECESSARY A WOOD MATERIAL HYDROMULCH. SEEDING OF AGRICULTURAL. AREAS IS NOT ANTICIPATED DUE TO CROSS CONTAMINATION OF VEGETATION SPECIES AND FARMING ACTIVITIES. 6. SLOPES 4:I AND FLAT TI -R AND NON-CONCENTRAJED ARIAS WITH 4:1 SLOPES AND I'LAIItR, INCLUDING BUT NO1 LIMITED 1O CRANE PATHS, COMPAC I ED SHOULDERS, AND TURBINE PADS WHERE VEGETATION IS TO BE ESTABLISHED (NON AGRICUL I URAL AREAS) SHOULD BE RESTORED WITH A WEED -FREE STRAW MULCH OR A HYDROMULCH WITH A LEAST A 9 TO 12 MONTH LONGEVITY FOR TEMPORARY EROSION CONTROL Al TER APPLICATION OF SEED. SLOPES AND NON -CONCENTRATED AREAS WITH SLOPES STEEPER THAN 4:1 IN NONAGRICULTURAL AREAS SHOULD BE RESTORED WITH A DOUBLE SIDED NETTING EROSION CONTROL. BLANKET WITH WOOD FIBER MATERIAL. ALTERNATIVELY: A WOOD HYDROMULCH WITH TACKIFIIR WITH AT LEAST A 12 MONTH LONGEVITY SHOULD BE APPL Ill) AFTER SEED APPLICATION. 8. CONCENTRATED FLOW AREAS REQUIRING STABILIZATION MUST BE STABILIZED WITH WOOD FIBER, DOUBLE SIDED EROSION CONTROL BLANKET AFTER APPLICATION OR SEED. SLOPES GREATER THAN 8% IN STEEPNESS MAY REQUIRE A GEOTEXTILE LINER WITH RIPRAP FOR STABILIZATION. THE BEST MANAGEMENT PRACTICES (BMPS) CALLED OUT ON THE PLANS ARE THE MINIM ANTICIPATED CONTROLS FOR THE CONTRACTOR TO IMPLEMENT FOR COMPLIANCE Will - THE CONSTRUCTION STORMWATER GENERAL PERMIT AND ASSOCIATED PROJECT STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL OR DIFFERENT BMPS MAY BE NECESSARY BASED UPON FIELD CONDITIONS. WEATHER, PRECIPITATION. CONSTRUCTION METHODS, OR SEQUENCING AND ROUTE INSPECTION OBSERVATIONS. M West wood I,w.n. (I2(1 %I1 IOS0 roll l ow MIN 91/%IS0 10110(uttP Ural. War Sot. .101 Wain Mat.. C 0 60W I wtvwtndp. con WetAnood Halnwlul SPIVS vs. in •11!Alt ititiV BP Wind E nergy North America. Inc 201 Helios Way Houston. TX 770/9 4t vrwNS • DAII COMMINI A 04/19/21 ISSUI U I OR PI II/All e 06/2/21 ISSuIUIORRIVOW [ 09/I{/21 ISSU(DIORRIVRW X :edar Creek II Wind Repower Neld County, Colorado 4786327 Pages: 69 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO inIedHP1'IigF�III N &ilk "Ill Public Intersection 17 09/14/2021 47 4773483 Pages: 70 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes: Clerk and Recorder, Weld County CO u IMAM V% lifiCriftlitillirl1/41%1611/4 NI L k PROPOSED TEMPORARY CULVER 1 MINIMUM 15" Cut VER1 SEE SHEET 9 FOR TEMPORARY FENCE AND GATE DETA;LS i u i PROPOSED TEMP. . )RAiV' PORTABLE TRAU i :I PROPOSED TEMPORARY PARKING AREA -a PROPOSED TEMPORARY TRICK <TAI;ING AREA 4786327 Pages: 70 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III IN 4C? 1�1 WNW !KIT INVir liii i DISTURBANCE LIMITS PROPOSED SILT FENCE PROPOSED TEMPORARY ACCESS ROAD PROPOSED TEMPORARY CULVERT MINIMUM 15*CULVERT 1871 -- Co Rd 132 SEE SHEET 9 FOR TEMPORARY FENCE AND GATE DETAILSr- LEGEND: G XX NXX f—� rIZCSIeNEs am —is E70STING TURBINE LOCATION REPOWER FOR GE 97 TURBINE EX0SIING 1URBINE LOCATION REPOWER FOR GE 127 1URBINE EXISTING TURBINE PROPOSED TEMPORARY ACCESS ROAD PROPOSED TEMPORARY TRUCK STAGING ARIA PROPOSED CULVERT PROPOSED SILT FENCE DISTURBANCE LIMITS NON PARTICIPATING LAND SECTION LINES RIGHT Of WAY LINES EASEMENT LINES — 900 — — EX INDEX CONTOUR EX INTERVAL CONTOUR EX FENCE ro EX CULVERT —4 —� EX OVERHEAD POWER EX UNDERGROUND POWER Westwood Stow I'm 5.11 also loll I let lMp 917 $1%0 101 at) (Koch Raab Way. t,a e1Oi Wnlln ^ntri. CO WW1 K4w.wdp. tom WntwInri Pioin.nlnal Serval% Inc PRI PARI 111011. by 0 HP Wind I nergy North America, Inc. 201 Hellos Way Houston. TX 770/9 141 VIMONS DAIL COMMINI A OM19/!I iSSUID/ORPERMII I OMJV)1 ISSUI DI OR REVIEW [ O9/IWI KSUIDIORRLVRW X Cedar Creek II Wind Repower d County, Colorado Staging Area 09/14/2021 48 • 4773483 Pages: 71 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III PAK VAIMcuICirkhil:Fraohlr 0 O CO CO O I III USR - 1723 • 2010 W, nod Prohnniond sa tin, Inc tier: 011st;l3 ituaa 1%11 tltttit 74 Cedar Creek 11 Wind Farm PLOT PLAT Weld County, Cobra do GENERAL DRA WINGS DWG NO. TITLE SHEETS 2 - .3 PROJECT SITE LA YOU T; GENERAL NOTES AND C RTIF/CA TlON SHEETS 4 - 26 SECTIONAL DETAIL SHEETS bP a!ternativenergy 4786327 Pages: 71 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO VIII P)41li.' 4�I�GIW I*I lye M M�hi PJ MAO III II Vicinity Map l 511-1 7-1 r ,u.•. :0 S4411.1 (e1 EXHIBIT &,r Creel( Westwood w.rw..Iw/alsoo1 b.a w. a Asa owo is warn 'D. TONI MU PS �-ein iwm4111. w+......... a.w• • at 0,••1� i_ _ CWw S tarlstaa - -_ .'ei:1venergy- Cedar Creek II Wind Farm & Transmission Line Weld County, Colorado Plot Plat ❑r. June it 2010 a.... 01 op n 4773483 Pages: 72 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III jflWRA1111:%7 RW' M:?CIh41L��K�4Y4� a2019 Waetr4ar Pra/arrd Sw.bw. I I I 'w r .1. '1 • •4.x' 3 4 Ir II ius„1f t f'Jw 1 1 P LI1.iiiI• SAWS COM ern MAMA OSA MIMIC Vicinity Map 1 •.j 1 a1 • • La... b tin •-.1.111 - • -• t, S-- 1- i t USR - 1723 1 1 11- iI----Lele.........-•wr"••••• ..4; dieser rim • It. San a ,r 1 F 7 •e •: General Surveyors Notes - 1) a nrlq• aro se meow of w c' l i tier, Rini Call+I. Sala Mu r. laws Mee Santrr awe• IMY/007 SC) t.• woe or pot aeon N M W. M..w. MGS •..•beet$ 1414. (e sIMrM0 bee/ in .•r•e•• • f ea rot eel ..I0 I.9. 4 ante... frr/r I.+. J and 1.117.1• ,r..•rr.t aiee eM •. ratweM e••w_a. Ella) 'SW) PHA Sww•'9 ....d •S tirrl' t E• .P1 Pe Ant era.... Sere He waee. On/00M 01 01,1411:1‘ e7r77N•O'A/C a.. 404:440040. asst heel r ea l*. 0 (SON .1 MMrr.'I•M H paean Peas a rtil J) .w/._oi'•r ear rye Pi* M.s, eM• Maned of ;seers w.M.r •p Nn..ru 0.0.0.r.! Jess w 4) e✓ ew /w.• M NOW. re. •••w are *!Peer. a Set st • I w.ee Wart Jr .e: •.w0 II*0 a .0000 1•�fa/ arnwwrr W M,ryrN•r Mete M•M./ e! F. <\vM• rr;nw•=ri►►^w' SJ 144104444 metre ro MSS a (•ti.Hy IM P.•ea 4) L•Jwl .+awed, . rite$', )ww•• a sa t...ea.' per se ..I. /.tree Ala ewer .rr••a• saws 7) IM M•.'r'AN ...a ~in ..r err..vrste, Se eve sea.,. ,.,..Maw .Y r`.rr eery. r+.• ✓.s wow r gkew•lr And Me mow.. race Ors nirvana d rb.11 .Ire.. a. M. to I e+. .• M -r4 r prat•_ S. werP {/Neer aw N: .e•w S I 4 .r.er.Marwt ..new s er an w the pear Peeler carted rile w -N•4 a t Met Fr an s- r r aos/ww, r pNYM ►•w. nr...'e. ..enter hid ors► Imo ti' ask'••, rs•ta tr..•.►n ...wan Moot ...Ws MSa77, Prop-aur era Gown fans swiss I. balms* totem Iege 17 Smelt S•cliwort. &I 4 4 ranW '0 Mir" Have SI Iwd Jo ant./ l 4 4 r{ rw+Ip It cell\ News 1• INC SWOPS '. 1 S 1 e )• A I. Ml 'r. '* IA M 11 r4 74 f 71. 22. Si as at. 14 it. .n J'. aL 1.1 toe 'I 15* onto fl *.i. 5..b., -1 1 IC It, 4. 1.1 Jt 1* '4 M 1* 11 sr. Y. leak. rr Me* Man pi b Amen Scree, M 41. Al rani. 111510. Pell. 91 Met. w'• Ache. 14, a. roes. 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AN •Mil mom ma Tali NU( OW ion sir $WW -$411 r an/ S1SC Awn _a_t-1 t1 inr<Wa Calif a 'for Pa reel r -s. 45 Cedar Creek II Wind Farm & Transmission Line 4786327 Pages: 72 of 106 12/17/2021 02:55 end Recorder, M R$0 We d County y CO Carly Koppes, Clerk II I in !PFAU I APO UP It1+1,411041,11411 i Plot Plat Us June 16,2010 as 02 or 26 . ..Y wit �. �• 4773483 Pages: 73 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO io'#�I��ititrc��,i1 VIII MOE, �144E i i e 20; 0 Westwood Professional Services inc._ I IIN 11111 INII, Id Pill �Idl Will (III ' III J7Jt.., I I/2ory3l i it ZA weer Can, tt 3 w h fl is• a' O b ices teaga(Cate a hworat, USR-1723 Development Plan Permit USR #1723 Seto Spet Sc 0w.atapeuert Roo Use by Sprve, Ae.na. Puma L•a,.laptneet Stones Cad& Cress 11. LEO. c/o 8P Mod frusegy Nartn America. Inc USR 1.775 I A Ste Specific Desempm.nt Plan and Ors by *Wife Renee Poona if 1723 ii (Oro s oja F«dity of o Pubic utt:ly (a wind energy facility with t gar.eroting opacity up to 7508 megawatt, (NN) are wed a 23Q—kftotcet (►v) erectrec transmission in an interconnection fealty to he into an .rnf.'q 1: 'mie frunvn.ssion wrw, ewe"; cGI'tcfer ftansmifston Mn. up to rile. (D) pe^mgnet1 d0 —meter n..e.arotobay tons, air (1) nc.rta!ton. an cp .rodent and mon tenant• by vwng/foc a.t,, leeng *NM brie (1) teerpa►vy batch plant and reneLUCt,an lat4dy) in the A (Age ,curtufalt Zane Destnct os eKticarwt w' Me opplrccla' mafes's) on Me and subvert f. th! Dewt'rieat Standards stated 'Wean 1 Appro.•pr at t,n pion may create a twitted properly eigAt purtuort to Section 2S -A-10 at the Vela County Cane J 41( figura and soma remind, us °erased n the Solid wastes tl..eposa Sates and Satihtim Act. Section -W--20- :002. C.R5.. Mr ea atom and removed 'sr rind d'snos& at a manner wn•o' protects ogarnd sb/kce one relinSalew contpnesetkin. 4 'so prrrone.'t dsposd of scatty seed be nonwhite of this mote INN PS not neay,t fe include hose .motet g.cJcolty ewdvded Own the dehni',on of u aalnr waste in the 5014 Wean Ouene S•bs bed sode•f4r Act. Section lO-19-little C.R.5 5 Nude motenrs rag be handled, sfefqX4 one bibbeent or te 0 made that contras fugltln dust. bgif:vr oort.eufate eendnoay, Weeny dyers and other potential nu4y.ee conditions 6 The xa;can is Mae aner i, eccrdonc• 4Mh Ike opprodut Sent Manning Pion • fugitive dust and fugr(Iy, patictda'e emiss(a,s rod be controlled on this sift /M tocltty snot De operated el gnom n . tern Me tppesuW Oust Abatement Pr or all Genes d Inc oc ceteris sad. 'Jinn, to the maemlWn oe m sstte noise levers town N toe Fratrrl lone District. as astinebtod N Staiga to -9 •-.1Q of lilt Weld C:rn .v Code 9. A . nlrieu u:t Ncfc' ,,.'sf SQOtWe 30.0 ac p'u.xted get QY'nhlg ,YI: trefr) Piesviaeti 'µ• 'n. r'.rmcn.rt r^CMIy ' ••. t .,.-- . •.\ C,. •'e .»... ..' eater CA. Me'cr.t .e . • ... . - Y, '. • f 1'S ..!Q:e f •".^t -e'. .•.t:•., n. sn•w . L r, • r -• •m•. • •.\• , y, flirer•C w ., •'e vv.( r - • s .d:t- i .•j•••,$a eer.• •4 ty 1!•• isdrr's:. t.voi.t ten, t' enco.regee fr telt Mee arnPv.q new Chair to conslrntc ton no pr.odlcoly ;;' • • '. w .-. •.• v..;' • 'e .:y hr ; •.t'. •.t \}.ivy'.\•• e•: tr .::er •...A;.,r LX leiVre •rr:y • • rC . 64 (it,- •. . yen.• •asern" . .f. ,c• ever• '••J f •.• ! .. X:erne r. •n(• 'tf,tar,rid' .t \n,a'i•J fhreut•e 1t Strove tapped for :nor hrceit, shat be by apt.: syefre Any septic .Jstem Is:ated on the waosrry must cenp'y .'Ih aft ro.'scr's o/ the Ind County Cads, prtar'n9 to M.Aidvaf Sinop 0lpoeo( Syetere' (15.0 S) Regulations. 17 8otttea eater Own be bridled for inners awing construction et file project. IS Arequela parer'r toter foci"Nee (pelme torts) and hand raw*" rat MOW be p'oWde.1 .sumo the consfrvct.or at the propel. le Any wtt/W r aariortimt easing areas SS rew4n ae etevw.l pad prevent dsch&aea frorr, drum .oehm pin Me wowing el 'i#',C??s ', arrrrlv:•_e .rte the r-eeet an? minor/em :9 the Stier ata'fy Crlyte Cnmm.s(.oi ant the tnvvoc•nelft$ Prm:.et:an 15 A.• :hQr.-,i$t ":,." :e ft:rr:.' tt Urc. rte 'a'e A"4Ne,0v) suflcce. 0n? r O(CO''dance art :nil mayf.rl:tclu'r! I.t:arwneeithat•Ye1b. 1R If uppricabJA Me opoferes secs iDlen v Sfortotratto Decherpe Pr.m'f from me Cat&oda Department o/ Pala SOW tn and (nwuMtent. Miler Ovate Canine Division IT the fepticont Nat comply ono oe previlwne a/ the Staf• and rywna Ond Atonegraund Storage took Rtgetatdne 15 Any fern ten aop'K'onrt .a Wave the egnt-of-ao,r w cross the right -of -dot a Ivied Canty right-or-airseny airs shoe be g' pigs petit spier afa be rauv eed 4w era e.eeaqar +t an o.aidth hams uNYNng county roosts oe rphle-of-.my. The oopt.cent, scruff contort Me Wad Counts Public flprks 0tteartme't. p.0 Eke TM Creete, Cataodo. 8063. of no-at-J7Tti roc the net, nil?", peewit Ih4 permit seen be N aline proof to ony work bean; dant wino me tort -of -way IA the °apf'can' eye comply with Me tarns and conditions Of Me lmaro,tmente Agreement 20 Nye eat be no 3!pee'g rte poring al etttupweent ce estirarr Si mento✓ted County 'aO0W ill gephcanl Wad Olaf am -site lacalians and pirate right -art- sop t If o sow, -vie( a depllred. a I5 -inch cortigotea meta' pp. a the County's module: Pie rebueemant II the cpptrcont CeOnSdn to piece a lefeee n,le1. Me NW Cans,* De(•oetrr.e,f e/ Public Wets shod be ccnlact.d to adea.,otely in me clwwt 22. The lotoffon at scene rasa ma be oa•Yet tad wi(ner the 'raw, aNments Agreement and through the access Oann.lrnq protest. 73 Adequate tutting owwlli store be decoded of ea c"r'.t',ces to accommodate near trteat motddtal! 74. fin oft-st•tet parking era wodeng lanes vimr;rt tie surfaced with ;navel or the en••'.dS't and Mae be avant to present Q•anoge Onagers. 75. Piesuo. t to Chapter 13, Afhcties r ?no h of M. lead County Coo.. sr nos'ays send e5Mf on the properly a DacM'N estobtvhad Its a rosier at Ins proposed de.erccment, the rpeetcy!Vf,rdawlerf snot be reprsale ter rut'.' 'g noa,Ooa Weds 26 Me rlapi<r.ts shut; user e the (MUr(9) theme Minva to oppr,pr'ately otgn Constructing, tones MO snaring* odper' to County rue* ?.� The redone& floe poorer and run-off ,ro.,nts red 0e mortared on the vie w ova. o ~new (hot A ern teosanooly prettev the natural thwarter of the sem aria praetor sr peaty damage at the type generally of WOW.° to earned rote and lewavty increases. &Wres s, eoncen tratian a,d!ar unfuonned pointing or storm runoff 2* The .ppsicont recast robe into conWorolon stafm.arer cap fwejquant,ty and provide occoldergty ter Beat AIdAnWnetil Practices 29 the gort.cants NOti Okra an frown Contra Ptcr brit/ ear lotion .1 astablsfttfl in the we 30 Tracesnq pods oft rfqurea at an constructbn baritone seeee tare vs heavy traffic abating constructor a•Ns ante d County road the purposes of fie frocking pant .a to key mud and deters Nan beating the site ono tepckmq on er$ing County roods conturnnotng Inc rusting raver rccars) with mud acid dabria r' A ,.'a.cr.t: ,,..''•.': !v p. tt at tern•: Dial to fee inn:.••,.:e.Mi Of (Pip .a e earrings aid en, cup rwi4Ay y RtruMw.i at !' .. - 46•11 •.•'.. - F`•.'.:..' /n 'd wa ,.Or tO teat eiblOte:f7 "Oa. tr: ,err• Me Ly'o. :.m Nc' WOO ...ore!'. w'1•: •I.,'r , •'••lest .. .:11'4 ; :n').: C^ -)•f. /a.,...'aIM!::Atlirn fu'.tts, at ricatIc, ?.••9 ✓•n •.primer: i. fir.'',. , w.„ rn•e! :.. v• , ..'u!: . •a' •.. .'. -,•\ .. .•%•r' wen. •te.&.4. 'LC'•: I ::- \,:• slab t• m.'.I rent N at.Cire '1._, ■ V•:r :a•e l.w4r.d. rice. • '°t• -q. .•r, t; '11.1.0:•11• e: as Cut.'•:N el 110M1an.1(:Cettan mutwcn Jt (Ifeefive anus? f, 1O0J• auddn; perm is ,sauce On Me fats won pa required to inmate (o the to st'uctws of the County- Mide Qooa Impact fin Prefeq'r .t7 CllecI've euqurt 1• 2SO.S oudwbg berme: issued 4n Its. proposed tale elf be required to adhere to the low dructurt of the Carta Ceeent+ra'I meet Fee end the Stameolr/Oranaye impact lee JO the properly Derr or mrrota sn'7H oe re'kocr./ble for coefplynq Milt •rte Design Stro&ds 01 Section 23-7-240. of the Weld Calnty Cods. .7 1'.e proper'/ owner ne nhrrtor i.h]tl fen respentiele tar eo yOjenQ with tnf otwotioa Standards of Secret ZJ-7-150, of Me silo . ..'•f. :Jet - .fit red .tern','" .TAO. ,'a-lpry rile a' a:ash'•cab'e ',IN.'S ?nil 'ttqu,dinda of Srof• and ('ectru' *yentas on: Ms Pe(a County Code .59. IWM Cameo Gorrn'enl yawner( Mat be re lea seven onto the property al any rnscrtob/e time n Cider to resew the 4Ct'Nfgs Carried Owl on the prtperty comply NM ,n. DONroemPit Signs• Stilted Ann rand gel OpprrtaWe lade/ Courtly ergvloflatS 40 Rua Ur ay sipec,a Row, are. Moil be topeted to toe pone shown hereon and governed by the 4wegone standards and cm Qypegapie well Coc.nt regWgtions. Sastenlsll changes from Me are of 0.,w(apmw,t Sta'Qsrds of Mean a elated. Mat recur. oppro.a( of on omenQmant al led Penner by the Melo County chard of County Can'ni.wanrs bear eacA changes from the plat Dowelopn,tnt Stanoords ae annuities( Any °Ms changes Walt be feed In the arks M Ma Ppalment al Plainng Somas er the wvprry a.rur w geetotr shod be responsible hr compltw.q men eft ar is. 4seego.g Cse.eslop'nsnt Serfage Neneenttece meth any or red taagos•g Develop'nant $londords maw be reason Ice reweottan 0/ the Permit Dr the 80ord of County Cernmiaa're 42. Meld County $$SI not be repponsibe for t,e monisnonce of on-s.r. .s'anaoe retest hscjreies 41. tlentlapsr ant nee an d'gepan0ent engross' to yar.Jt s estimate of Inc savage See Of Its. turret (whine( acrd °asocial& technic oe woe as at' eltt,wle of the d►Canm'APrrq reciomar.en eases (ar lA. peopct awry Ave peon salc.wel yew f0 of the orojeet I( the decem'nsessorsrq and raetamof,en costs canna (ne estrro/.d e°/ridge ,clue DI I. tonert turbines and associated ta'ctl/lfet Os.tllfi ' eel net rat ngWa Jes✓ghee for the difference bolero, the sol.vpe ,edge of lie townsturbines odd oSlac,OteQ hanot'es end She scan russianng and redomofmaw costs the oe W Westwood Viha are w.t..to.l arab Inc. tees Anisren' Orley se.. rv.rl► YM '1444 moth ra s mu Mt 'saes, SIN e1t-41t1-st72 :•er1TI.1IW ..ware ersawaad,sa se Pala Cat Lases( itit!.t� uesit2eiriS*e IMO Son = . 32— tarr,. .•a•.t'tfergy• Cedar Creek II Wind Farm & Transmission Line Weld County, Colorado 4786327 Pages: 73 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 114 I II I Plot Plat One. June 18, 2010 Ma 03 are 26 aooern}I o1e•.C) see 4773483 Pages: 74 of 104 11/05/2021 10:e5 k AM d Recoeder$,OWe Fee:$0.00 County CO Carly Koppes, C1 III � !� .rNl� i i 02010 M4steoad Prot•nlond 5 r AFe1. fr,& SEC SHEET 05 • f. •e /1/4> fie 7. ?il�l'1Ut{I ,;►i<<; lttu tit l',") f % ilti 4yrsi.`(E. R W. m C 7.1C tiro Sonya Rtercer .y� • . r 0 r USR — 1723 ti. A a MO Pw ICs.a' FH.. ♦ G (i. NiaCE n111 IIG7i ""4"."c6- Myna Or W ., FRtrate J at.ra2 2 sr r bbt (,r OAT O Ant 2tl 2001 k -- — SxetMAN d a »axe • , ARcr1•e C. a SICK!' (ref Cao lRUSRFS .7P lit / OA 0 ail 20, ! ) i . r . S.:: . f ti sP.rr�ner6 . 7�:. ...Pe I� et ye- �� M0.frU � n Eft ..1•04C. 77l(fum 1 Otter ••.•• a .• t 4 r001® -- n.c0• ma .7 .•tt ••f SEE SHEET 06 �-1 t"d C. SC(' .11 41grtNY 4a rkcKt t A(Kf)tt (.;. (7- And TEES Cf. M "SUSAN%J nor ®/500 OA PEP AMC 28. 2002 t X f rMIAN J. a war a AHttsi t.. amt GO-MIUSrfi'S of TN�' ARUM- C. a1.$V r(E IlVS► Cal) AS 21 7602) • CP 132 4786327 Pages: 74 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO rel 114114 ON YlPiTJ III II I , sat an •o.P tWa (151. -Cope, -Oa If a MOO 1 9•.1 W9• '^•r SEE SHEET 23 Property Descriptions: A. Of Swt.0o .CC. ro••iMp f j North. gams 57 *.tt of the 6(h PM. n She County o7 Mad. SIN* of C. NOraaa Carfob..p 6444 oast mete or Ins Ae of Section P. fowrle,Ip If lforfn. Pays 57 Weft of me 6th PM, Cwnty at 7fhtd. Vote of tofcracio. soca: (nose pavans Conveyed is ?her V OVf".nt of M.ffheoyt, ST010 of Cofacdo ay coats re.:a'ded Sepeem0er f6. 1957 ., Rot* less of Pogo SWC ass Apr.? 10. INS ,o O•+ 1587 o: Poly 173 canwoinirp 44,28 oow more o Ewe (hp ;$00(h Nut: a .ore Yofthnys/ ;Coffer, the Warn Haf of the SOYtnent Cyewry, the So..fnseff stater at fore Scythian, ()wrier. the Scythe's.? Otorfte and the C07t Alfrif of I O 5vvrneest Coin*. of Sect !OA 2. Tarrnu, IT North. kanpe 57 Elba( of the GM P.Y., Cowl" of Mae;{ 5?OM l Cofrodo Cr,rtamM9 .1274 art( mof a toss GeneralNotes: I; Pr ne.d a...iwe an ••7• r✓.M•. OffaSOITIC owass07iSC. 066110Intage me odonne02d0. saint yf:a1.• .. e.fr•.• !O,t !' tarn.. a 5% Wrfler nit ponet. R4µ• R•7.rtno is tY 3'C•f►.9•C .y' .'7p •••'•• 1 .. • • . .• ..rr.. J.J./ . fir.. 1p •: ... O. .P.Ir i..rt N• •.J•" ..***••••• A- Is-. /•Y':' • •,...1 . .. r. . •w. •.•• :.t •'•!I"N V.e•i% fir .. ry, .rt•:a •.:... Y4 •10 a 7 •••}. .0 :. n.. -t ♦..e n w1'•I. OIe• but. P,, ..".a*•S.IM: dei r.r -c—rf !a.at the Mer•rnse4 .r4Oot M••.•• an • I.. 4.10 I•r7ria. bath* etfn•1O1 re* ass CSf ty mot ,Mt we Ioru7N 04 SC4WSMJ• tat oofolowe non mwnl•r,oe OrNob- orb 9•400••* tar.. Asr p./r<etr leas. Mr .••.e'...•e •.1a a flint r.ent.► 1033417) 9./ 40 beetf. Ore ono bins.• no A. Calmed. ;sett P7..• COUwwn Wen; Wass. 1tns. a 9•f. 4e.efcer Cols, MMrr7W7 ettt;. 714 bee ✓ for awPI.t a Me re bears.* en lnerasnt. Yale (a .(O.sl•.• err tee .sofa.. n • f has pc pie se spy 14 stomp.° Y.)e 11104, awl t?JtJ' (e .(Pttrd der at r ranee(. 11a11/.o 1P2 1lnn! 'Ike be.•1'.f Deng •S 67'rf' Q" f • I) .ocosa.r el Set Chdotoo. t.a., o. Mt ., o. &.iron A •e".4 *,e r Set 71 -J -A(0. serest .-C a *el Sea e•••••.n Ret o••a..AO 71 S.. poet 1 of •O A7 ma e... Ca,.tet.et est ne.. Ise m. C•••••••• hope[ CleuWin mad •J/t••• PN. /, ass ..,.•, M • .. r S. r..tVN•M/ Iv tr. .len•••••r . 0 .Ie••4I1 ewoge 'IN:b •Arlan 0 6J1 W Westwood .IYeb....e Ple1•eb. I Senn% I t is Mne11QM Eden Plant Off 0304 MO* /Ax MIA •Kt 1.14314150 163-41 7902 1#►•A7 at se www•wrt. or 4.10444 1/074- _.. _ . . 01•4 Mewl 71.11) Preparesi tut ;,reneigyr O GI V O • ` S -ea Wit • surf S•4 .u... :nee?. YA itit Art Kr 1 Yt MC 9•Y Y•' MYR rM,1<' a faPetluo !Varsk J s+,'bret•dNO new wl[w1.Ile MON Cate OAp.:4 sg*D •a _7 Ise ■f0.;.001 0Pla,rr 91 w.a..laorlhr ftivtrs !WC mRgry .fM/A.C. t .(MORE •I BOAS aMOrl S1.1.7(111 My•re Wr•f•17 a'eus.p/r Of Mr IAMB s.UL or rest eons •+iec* 7aaeol•r areal Ian( Milva4.ar sleets Pliondit rfA..n..r CIA .CI, flocs Agaaoity .can SPIV OL4041 .eo osVO Min( l0•0 AY" a as POIOW t,QucRath. fa.sc7 :.e/ N•oM5 s•st#GYP a4eK•0 lOes nyln. con( arwJ)rf 1 r 'OPf• 4 L.C. Its Cedar Creek II Wind Farm & Transmission Line Weld County, Colanado Plot Plat amit June 10, 2010 %sat 4 of 26 .��:<•'".A..-_ ':..•.4 as. 4773483 Pages: 75 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppel, Clerk and Reoorder, Weld County , CO ■III MrdralkaP PAI. 11 MAIM' IRMA BIM I USR 1723 •2010 Profts.onel Note. 2' --1I : r= '-`J - - 1. — 5£E SHEET- 07 Ii OMR DIG. SEE SHEET 06 4786327 Pages: 75 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO NAB 111 Property Descriptions General Notes w Warramod 410.11.1.1 .w.L tee_ 101.0 1.0 Cedar Creek II Wind Farm is Ttnumiesion Line Weld Ca®ty, Colorado Plot Plat or Jura IL MO .... X. X 4773483 Pages: 76 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO VIIII �.rI�YY��:ti1��W�II��+�Ya9�f�i�lr�+�11f��1��S��K�LI1 II III USR - 1723 010,0....... m.....,,., 50,0•01. Inc I�IM�011101mt0111d. SEE SHEET 05 SEE SHEET rr 71‘— t ,--\ • amr. l/ ! uru'aw ., // s % 4a__1_ __-, % $ (f 1,5 C .. T H ' HALE ori 4786327 Pages: 76 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII IiratinAgIliklinDNAMITIA4il4wlti II III SEE SHEET 0 anfa.r m--4 v Ls \ .. } 500,4011 lES rrow nal. WED • 4 • Mr.. 2, Or WS, careo Awl hi JdW O 5!£ SHEET 29 t I 7 Property Aarcrfpliottc .. ", N.M. ,I ..m Amn ...1 m. s.. v... m. c l el w.. se... Carew. wnw.. 9«.. .... ',moos .., . a cw...w•" .n n....«. r 00,00.. x...o sT *at ...n. a. v.....7 me cw,v. Gera, 314J was ..s. CI HU w....y .w .n...... AN General Abler r, Fr ......_....,._............., — ��od.g Cr as nm .em wir wwr. r..Ponfolkio. 001 NMI we.....•....,....... Cedar Creek II Wind Farm & TYanamisdon Line Weld County, Colordo Plot Plat or Noe V, 2010 ..r Of ox Pa: 77 of 104 171/05/203 21 10:54gAM R Fee $0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111INFIIII'W+ail:I'A4N,N IAA MM;4114314 .14ilik �I III USR - 1723 uirman in .,,. •....rw SEE SHEET 08 SEC SMCEI 11 4786327 Pages: 77 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk ��ll d Recorder, Weld County CO F1Ititi�� nR NICIIIA INII lt11111 SEE SHEET 05 Property DWcripMmur s,7.,1 aeo.Io .0) r.0ro. Se. Sr war or MO eO Pe tires Cw..yo wee .10.4 oeree Melo sr we. 0 . At, Mary1 V w 0 I el . IT P.w. n m. Cowry o .07 or ww .3 ? A 0o.n.71r SwIt. u,.., 441 01 row am P... ,� 0. C7.4' e :raw or C.06,lq ,r37 op. mw. a I« we sn. or „may_ Il, 77.000 0 I.. II.. Sy I..1 or ln. [1n P..[ Coro. of cmrerw. ,r90 omm men ale General Notar ,.....1 a .. nao .a rr.. r.........r.. softer 71 . of Olos 1200' N b�L iOr.4C *MN swerro.s. ear ar m...AMU*. orr=orr wow. w.. « w...w Cedar Creek II Wind Farm & Transmission Lime Weld Comity, Colorado Plot Plat or Id 1; 0 va{ 4773483 Pages: 78 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO seed Rolm.. intl.. IIIIA�MY��110WY Property Llscriytlaax Cm*. ema we.o.. Me smn , el eon e. Tow.. ,r Norma non n Nee or u.n sm nN.. County a .aa General Nodes 478632Paes: 78 of 106 12/17021 02:559 PM R Fee:$0.00 Carly Koppes, Clerk and Reoorder, Weld County , CO NOM 11114,14.* MAMA sa•YOZI.Slyi err mac.. ',energy cy MOOD - MAMAS 1••••II poor. Renew remago• *same ay. rem Cedar Creek II Wind Farm & Tranamiesian Line Wald County, Calatado Plot Plat um. Ism 12 WO r Moe g 4773483 Pages: 79 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO USR-1723 iet�en�n�uusa�au 0 //.1161 6110. YrgeriaSSomw POOP NW* AS E'Sr100 KW: 4AStK 4044 ffQM094 � /y1 0 R ' I Mme: tot"-Mv - L II SEE SHEET 13 POPS 4786327 Pages: 79 of 0 00 12/17/2021 arlyKoppeOClerr5k and M Reoords$ Weld County , CO III III Carly Koppes, Property Deseriptkeue Corta c..row emu am....+ r - Arrows r« ,. mareOa Er 1;1:1.,01 Sr e/6 0. Soot. rL oo. * .r mrff• SO oho, or ht. If. Pm... mtw..AO song mw« MI D. Ott Sr t/4 el 16ohm II. rowan. 4r MO'm No, 40 .W of w Om P.M. lmf*.A l now ..4. « Mw 0., e1 r4.w.a If .morn. Y OY Moo or Me O.n P.M. .M Coto Ron, C One... 314.3 a m"4 « w u « s«rm r.1 ro.r.My rr 0.0 4..t of .rte Oro of M vW Cwnrn Dor m.. 0".t.wO..J 10 a.* ow. or Moo . ... .0611 .. n...n..r .r 4.333 .. 36.40..4.. JOIN 4056 men s M. Cenral Natar yal ..00,ann. tow ....6.In, ow ..r.1..M owe wow oh... rooto aa� ear .100 1800. thrt ▪ 400400.4.0 Crd,._.—_— Moo b.rl86F. 4M.r Homed .M. foam, lave: uwma- Cedar Creek II Wind Fenn & Tranamisston Line Weld C/nmry, Colorado Plot Plat o6w JIM at POW n ot. O/ 0I m ]MIMI§(Mw.". 4773483 Pages: 80 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 'Ill WV! r�1Ih'I�IfrS�'�I4wM'r II USR 1723 Ilmatt ust9giidlua SEE SHEET 22 o. Jun. II. WAD ... aaai .4 Le WSW .1.44 LOWY MY6 AS PO Y0Y6Y9 J% &OMSSK re:. • ——=s�e� rm .7/err rs in a� r• ANY oe,a AT 10 r Y1,rmwrONtiJ Y •teaarY�eihriYsion` ram JW..Wp G w rt+ Property Deecriptionte IA a s+ra..r . . Ft P.O. Ro. Woof a r.• AM r.Y. Y N. r or m.r..M .ter omit +..r.. Y. ew▪ er a rloct;n o, om.11 Yom. Ron/. =r wit N n+ BN POI n no weroo •.r..... SO of.. rN P.M n No 4mVa St. of pw.wwr s4J of... wino • Siolo of Co.. C....r. VIA .Y+s (ROW mid= cmr . SI Y room. 0 Nom. m. M Wow or M. PO I Y. n rMof. fr. or terr Gm. of of General Noter • low or, OOPS TaLLIM 14.161.• L rl➢alal/F• LIMO rrIrrr Tar nFAQ AK Cedar Creek II Wind Perm & Transmission Line Were County, Colorado ISO. MOO' 4786327 Pages: 80 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Wald County , CO VIII VirilALAI II Plot Plat rdiW+1L ilhIMI ICIPAMICIIMPOI rill Ilk BIM M USR 1723 SEE SHEET so 4773483 Pages: 81 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO v rig MRE NA III II SEE SHEET 07 777:1S`NE :14 TKE :S:' .. It NE DE THE . I' �I .r dens a ,s au E - _ ..xvblrrt .. Iis - ,., n:EtllN i� f•' jY 4786327 Pages: 81 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO iaaret�es„�,wyua�n�r� - : 7HE s "' SEE SHEET 25 u qi I,I Properly 444 45 yaw mar •- General Notes ..�...... a .�....efalr ? .44.,,14 444 424.41 »w. Nr4o. 444 I4•44 414 4.4 44 4 ..• xZa ewer.. M ..... 4 44.4 .wrr :Z 4Z a.�.v .I+w. MOM 141174.3 TOLLNISI 144,411 .4114. 444 Cedar Creek II Wind Paint & Transmission Line Weld County, Colorado .aa 140 moo' Plot Plat o.. pas 10. 2010 ire lion 4773483 Pages: 82 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO kirdPWIN.14G L IM MILS Iii MIV' *4t Ilk BIM USR - 1723 elOID luast000dProlgsbnal Syr.. 1.4 IIIYI��I�A1dl�YYI1Y11 SEE SHE£f 08 Y4'T!2 ,x4..0 SEE SHEET 07 2 Ei. j,, ;0[ '1' , ,-;...P''''-Z-- '' PEW /� 1 E SHEET 25 4786327 Pages: 82 of 106 arly12/17/2021 Koppes, OCler,5k and M Recoerder,,OWeld County , CO ,1111 Carly ioNwrir R�� h��1h�4�ta�I�R 4Y41 I \• Ffl,j* V Desrnphonae 4.2.1e nawil. Grlerfl Notes ,.......a r..oc se. "",...wY°'°"`...... ,.o.miwc..nm.nn ....� 101114....0* wwar. 0134.111. 45.66 ._.... M.,,1!•�IAVI, - m Wry 7. Ef Cedar Creek II Wind Farm & Transmission Line Weld County, Coked* Plot Plat o.. New V, AN — n a ffs 4773483 Pages: 83 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO Igi 1'01141A FACIA N11111 111 USR - 1723 e:o,o ..w, Prole,. IsIIIII®I�dmuN6111Mmin g. e ttl ,,..M» W,•M... SEE SHEET 09 Property Fi Descriptions • o.....a, •�ro .. ,.•• .w.a.. West ", m. LW P.M.. we c�v. c:wwo cmpwM u.ow. . or r st.ewtii �,..•.ni � �nsw Fw. S Wear a m. cn .....we ta,uxy vast SLAY MTV d m. General Notes: • -. II � I n l 511 ESISSESIOSOI HALF 4I- PP I, htr 1 e6 k" L �.. I\ I y 00U: H SEE SHCCT 15 OIL " I 4786327 Pages: 83 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO 1111�14+IiriVI IaWvh III II !lost — ica :ieenWearritlw MOM •Iaw.s.slew Ome. Mil MwToOf Cedar Creek II Wind Farm & Transmission Line Weld Canty, Coloes& Plot Plat er boa Y,, e7i Art Is a % Tale00104,113 'We 4773483 Pages: 84 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 11111 USR - 1723 .2010 Westwood Prd•Amlonei MYWM=7�Y�YIGI�MW�01�11® SEE SHEET 63 Property Descziptionar o/ 6...... J6. ',of.. rt x.tn,Oa, 58 Ha ✓ .M em v. v. n u. Lou, a mod C.v./ memo. leo on . r._.0 In .e a ».,g..Of w.r .r ,*. 6...u.rani, oI..a 5,44 Conloinoop 6.4 ace.. mart or .4.4 ter, ea C...«., ...o Awns ,.... M. Genera! Notre roc 12/17/2021 02:55 Pages: R Fee:$0.00 ary Koppes, Clerk and Reoorder, Weld County , CO 1111 .rl�4�L'�J�N4 i A11,4POIliiille iNf l' 4li'4Y II II N▪ OW MIX. SIN, NiOs end h opered Cedar Creek II Wind Farm & Tramoniodon Line Wald County, Colorado Plot Plat d• Jam. y. meq . ... 14 v b 4773483 Pages: 8"f of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO ■III rainliar' INN, KW ti� �IQM+� ' iIYRI hk III II I USR 1723 42010 14.4.041 Prolnalmol t. ��pIYMNI�IIIgMl0PoItl0 Property D cripuang mo north hoof .f }a 4,4.70., if no. P., SS D. of fWo Ib nK C4444, of 14404 SO . of C✓.. c_24, m.. mon r xr Sow.ro hoof of Serf. 2, o..n. 'Li moon. ax4r Y Mr of fn Ix vu. Canty Of Mt( Vote .f Goan farfnnoq Rae eels mon re n. om4M 1,. 0.r x.. 444-. 94.9e JO Mt o• goo s, .n, ...or,/ Wo% sot. o Cwac Con.n of Soo. A hmfnn 10 helm, Irmo JO .n, of h,. Ix FM. Count, of onb. Slot. Of C.o.. [1nlLL,fy 1412 .vu nom or low ,..4.4rff. .0 of Sot.... o.nxe fo ..a a.0. SS Woof of x. ax o.,... Coco, of IN. Vol. of e✓.omComo., JOSS corn mon [44 I. Cwta wy 4323 ovr m.. or 1p. 704 Nor* Oaf S•el,on ?Mel, O.94. Iff WM Co.nfr MOO. Vote General Notex .0 too., ...,.. x.- w. xmJo. on Ow, Poo* ...roe novar moo SEE SHEET 16 0 4786327 Pages: 83 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Kopp iIPQ,I�Clerk iekRecorder, i�h� � ld County l IIi4Vti Bill WM' SFF SHEET 13 '�°irea�fya w Rkl. ISM 4146411.444.44 bn a.. IVY Warr Cedar Creek II Wind Farm & Transmission Line Weld County. Colorado 1700. ,Sao Plot Plat or Pon U. 30111 Moe ssws 4773483 Pages: 86 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII IMPAIR;IMILL'Iti IIliii i nomad 11111 USR - 1723 ..r.a...aa..b..rr. «< ��f�, ��1�1MrYtCMBM Pittoerty Descriptions. +arvMrrM ...y so 15.0, .721,.:741 rF w Ir.Z77) wra s%fir d Ln 4, r0 n, N...„ w ,..m Se, SI *se a. We 60 ... 01.04, w wa a..r.rs m..r.. mow. Wm h6010.arm IQ wow 0., se 'no a m. .m 9.. cnw,of Cet06I. 410!4 so.. nu. r .. naaN.O.,n AVM m.s• ae..o o.,.... P.. C., of W. WO.. J921 pew S. ra...o W wrn, MM.. SS W. a/ m. em ... Lou, W..0. General Notes tl co J s 4786327 Pages: 86 of 106 12/17/2021 arlyKoppes, 0Cler,�k and Recorrder,,0We0d County , CO III Carly Koppel, � �1 ��hEil IIIii0` 11 sr 'WS .o no, mar W Mlogrud m Talmo WINWpw. MOSAIIMINIMIef MM. ease r., o.onera..-----...-.._.-- m,....e r .energy 41. E0!_ -- ...,,r.,,.,,.a. Cedar Creek II Wind Farm & Transmission Line Weld County. Colo.Wo Plot Plat ..• Noe t0. eon s... r< or s 4773483 Pages: 87 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppel!. Clerk and Recorder, Weld County , CO VIII a!NNA RNIil5',k'Mh IPi!4Id EI II •ZDIO .,,rood AM.wbq 5.* . K. minis nr N!ra 0-4 Property Descriptions Cont.. nce ems ..,arks O' w nk.Ms w oiscar .. .,.a .o ...m ..nw o so NW...r i... s,n n.k ...,m*, .n.. w,..... arks �qk1114 par ,.,._k. ...We tar m..wooer W. 4786327 Pages: 87 of 106 12/17/2021 02:55k PM Rs Fee:$O.G d County CO Carly Koppea,1111 IVAN EVI NAM USR - 1723 General Nolen Oh,. suss Ms sr *sr SOMMONS SWUM= SOMOOPOOL nOMRIMSHO *on ...., .. ,...... sr am tIOM SS' MP SMIONMS rm.*Se rl (JOIV NET Xann. a .r.,.... Cedar Creek II Wind Farm & Transmission Line Weld County, Colorado Plot Plat ak haw a mu D k as iwt`4.e .,•%v-, 4773483 Pages: /2021 10 : 54 1AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII�� YIG.�fl I'�ti+��1h�Wl�l4 W�h �I II USR - 1723 .2014 *don Po**. ,..,a.. PO, liarammainurs Property Descriptions: rodook4 17•6. mom mmo m t.. �Narmw+, a g a/ ielm A N aono ,0 99k 44ge 49 NM or m4 4111 >.a n. uv V e. Me4 ilely e/ wmue Cw,d *Q ,473 amq mma to Poo Cwm�m.o.t ownm ./ Saab. 4 am Opp r4 Nein, 'knot v Wool a Woo Cm P.M. to m. W .gd sgm a cwraae cmr.+g ru.4 m„4 man or r 'C" 1 anal a [ eam, ra.emo g N.m aaaa= » aeww. If. moo mom or w sm ran. a m. c wa s n rwaea+, o.m4o l4 Naen. Nang. m Meat .r wrw. 4444 ee of mon an r General Notes 4786327 Pages: 88 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO gill I �.rI'M L' 1�14�11 �WI� 11111 Cl Oar "M Leas" o Ram or poop arraa•p 993 99999 90. a99904. &owe Cedar Creek II Wind Farm & Transmission Line W.aa County, C"Iwpdo Plot Plat t -m4 u Woo P.m 4e a 9s 4773483 Pages: 89 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppea, Clerk and Reoorder, Weld County , CO �� N��.�I'YQIQ4l:' �'� iw WP�'iL�Kik��RS IC4MCrWNh III II USR - 1723 WOOS spospounmunn F an.s 011 rwri u66J.ww PrepertyDescri,ptions .Sear. n.57e1,1 ov..i. r to 6dln Nom. SI 66.., Me 6m .'... W r.g Caw, ca, o.r4 CmI **Q ]MO w.s mss or W. I 3 Ja, re.oMa rr WM. Ran, 59 We of M 6r. Ps. (awry M Wet Srn. M mrrohhit MAO w• mr. s 4n C m Jr, y. ..��.r! r wrm raw M 6, WM59 MO al OwMb mal M Stn4 m fsps.l:w gnat ... J0. 6r. M Im. N e Peon—eoa.Jf ie xw9s • •• e . rtrr O..O. rw,. l sn� ',—' •MoJJ• py .wean Swra IT. IJIJ exc., Boa A6 Or /ep• Ow4Wy 0.RJl ww m«. s 46. n. M a. rrw v 6sa or. emir pe.Ssf 6 "-" •o wM sm o rn of am,a, soma e» mss sM General Notes ,'. _...,.s ......_, raw«.»..r... 6»... 4786327 Pages: 89 of 106 12/17/2021 02:55 PM Carly Koppea, Clerk and Recorder$0 Weld County 1111I#P.fNI PAVIIIAl ail 'AlfriNI11114III w lialtwead Yrnr4.wM. MOM 6v Fr,* feet .023 ,LIAM Cedar Creek II Wind Farm & 1ranamiddiOn Line Wdd County, Colorado Plot Plat Doe hot IL UN .. sa26 4773483 Pages: 90 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO KCIVIIIIFICW5g5W Ilk IN N USR - 1723 620,0 NN6om M0(6.MM missossumouips Pigpen). riesa4f10a : .,,.6...Om, 60... ..„ Oil isInv Lau, at ... Cantairig 662I6 wary ...V Or !GP O. .603 acroi mar.. General Notes: 4786327 Pages: 90 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO iii rJ rah+Wr POCICIIIIMIT'Cajfir t rdvi 11111 WINO e'tc tueneryyr d yi Marrs nato Cedar Creek II Wind Farm & Transmission Line Weld County, Colorado Plot Plat — wim r,oao ▪ at .. a 4773483 Pages: 91 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO iii FJI 1MILAIii DWI KIM 11111 USR - 1723 ae,a Ili . I Ii I4 !I iIRl4611�9�1��plA�lEl6 n�:a.w o0 ICI 1;1 SEE SHEET 23 CR AV i W 4786327 Pages: 91 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Iird NMI4�1�4�h4'CF rl ' WAR kNMa Wyk 11111 I.I Property Dareeptlans caroww .1mo awa..w. Or M.. .a# as PMwM. ...ft' qar a, re. a. ✓u,n m. Coun,ya r5b a er cawn..c 1130 gam more or W. �.... ,�.... ,.m a No, . door «.l OP M.. era .,,. m Me CawiaO nx0.n.. ma. wRw Gie'laeral Notes: W tweed ed.-..------- cww R'.IA..Y WLI... .... _. r._w lent +.--.�r•;:ri;energy je+y� RPM MY. teal, Amour jam. droivr� w..:t�w. Cedar Creek II Wind Farm & Transmission Line Weld County, Colorado Plot Plat fay 12o mac .s a o. 1e 4773483 Pages: 92 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO II 111 USR - 1723 02010 145444* Prof*4451 Ste411.1 IY��WI�gYp� N�I�NA91� - —.i-1 eNrl:TI -solsdeffjzfal, SEC SHEET t0 I+il I II�IJ Wit4t44 J3' Toe 4786327 Pages: 92 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO I r,i ' rmehalwricorkhiriativirlic 11111 15.441.2 Property Descriptions: e.. ff r/ ! 55 Ian t la.a II xalM1 0.0. a5 wsr o. 1M Can o g a o G 145 4511 *45 or lips 5,Iny1 al e/NK1*01*o J„moo 11 HWIA 205* 58MMr e/ art5IF 50 OrW cwar,M 180.5 .n.li wen 4441,54 General Norm L—_ w Winviwe mew 5151111111. 11411445. Imse.54340 caw..on. 14,44541 tr CHOMP irt reili* oar ►+y moo Cedar Creek II Wind Farm Is Transmission Line Weld County, Cdw.do 60V .1W' I6D0 Plot Plat — NUR n. ]AD II* nor O{ 4773483 Pages: 93 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO iii NRINE M IMI MU 1eh Id "III 11a4R - 1723 o20.0 1.190 Profoodonal I I₹� IKIBILEMEMINSIVin •i 4786327 Pages: 93 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO SEE S'/EET 2' 1 7 \ `sn ags" o...ztEr,rmn.� rdl9+!r LiihwI'bIIk 11111 6.: Properly .".I..T. n. «Id 6. r. I .rN Cmrslrq -V" rw mm or Ws nwa. .u. 6. ro n . II Yo.N. Manor 56 YM no' Hm 6,6 P.Y.. Cwmy Of .% blm. of CwlmYwb AY" cum mum u ln. M6,1 Lv.rmu l m./w•Alblrm al ip tm N ru.mm�c rxuln, We.l W o y�Lo 72 acres mon or Iwo 6.Ym IT .o...N i Ib5,Rope 56 Ymml W N. 615 P.Y. Cam,C al IOWA � ,ma? mono MIS IPOI General Naar rrCol.,�Mw. Yld . .M1. nt MI ,.nm..mmm .. Mr I/Od 3'00' N rarabooed kW. ble0.11211 nomommoodowom Emoolmo !mid foe Ant/ prow. Of: MZ6 11661 ape. ong,d PoOrolln, ...a Moo Cedar Creek II Wind Farm do Transmission Line Weld County, Colorado Plot Plat aft Ms le, MD r aw a. 4773483 Pages: 94 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO IIICIA tIM16IP.I 'aRJ BIM 1 IIt MINIB Rogratrollta 016 SOEE, 06 1 — 7 / 4786327 Pages: 94 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIIInC4sip' vow' mKii+nvewhi h 11111 VSR - 1723 Property D saiphonu Genera Notar 47. tiliebmaiaelealmollorolm Mei r.lfaN� .l„h. IMAM MN OP* snow worms war p.a.., 5M1OTS MOO Cedar Creek II Wind Farm & 1Yansmissian Line Weld CooetY. Caned. Plot Plat o.. ti.xm .�man lCalinna 4773483 Pages: 95 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppel, Clerk and Reoorder, Weld County , CO i %MAPiNI* BMW Ili 11 111 .,,,,OlOOk0 .._ ti` 1tuIFAgIieMINSI IN *miser ,r loam — I` USR - 1723 SEE SHEET ,2 11 Ne.211•• 1111•1 Property Descriptions 600loop MY ono ...woo Joo At.%..,,••• ,...,n,_«,«,.,.._.. II Moto fro, ,_.,roe .;.:a.am,.,. ••••An.,*cow u.................,.Nor «...r. OWE. Iff 4786327 Pages: 93 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppea, Clerk and Recorder, Weld County , CO mIII KI' I!I'Ail Mgr PAZ I 41 tM�i«N L Mk ail 111 62,2126 SEE SHEET ,, } General Notes „ olliftmoym F. owe below 1•••=1.4= wow. oo Os Ago {now 1 'mow w0000ro pm Ito J.In Oo•Ow nn e12.eaee 0.011. Ni•NOSIP. Joo 011.404.0 TOLLPON .66,...66.._ 2.626 6.22126.22 wow 2626.66 I.6 . ,e,iny:Y✓ani,4Y Lase. raor oJ OINOOS If. Orator ,_o.,..�,,.., .... X..,...2,.c - Cedar Creek II Wind Farm & Transiesion Line Weld C...ry, Corral. Plot Plat o.. Noe IS, mn .� rs a es 4773483 Pages: 96 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO IhiliNVIfiligli56111 1I II 1 USR -1723 It"111:71:tl rap pt, ltti.. }pI, A�ae a..1pa II 1 E I' . Ivw II .r. OAS ,. 4786327 Pages: 96 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO KIIINLI4?hfilW4ii.1'7%leh lift i ilk III II =O Of MulwA 20 Detail of Laydown Area i i 4 1NO IOHLeX / *0 Bt MLOaI,m• i I.. 100 TO W nld.>^.J*LEOe19p L 61,94,10 Cedar Creek II Wind Fern & Tram:ixdosi sine Wad County, Colorado Plot Plat oW lee. L. 7010 as x0026 Decommissioning Plan Proposed Cedar Creek H Wind Farm Located approximately 25 miles north of New Raymer in Weld County, Colorado 1. Introduction 1.1 Project Description Cedar Creek II, LLC (Developer) is proposing to construct and operate a wind energy facility, called the Cedar Creek II Wind Farm (project), located approximately 25 miles north of New Raymer, Colorado in Weld County, Colorado. The project is sited on private and State lands that are currently primarily used for agricultural and livestock purposes. The project would include construction of 123 wind turbines, with a total capacity of 250.8 MW, on approximately 26,000 acres. 'lb deliver electricity to the grid, the project would build approximately 20 miles of new 230 kilovolt (kV) transmission infrastructure to tap into an existing 72 mile 230 kV transmission line that runs from the Cedar Creek wind farm to the Keenesburg substation. In addition, the project would include the construction of approximately 45 miles of new roads and buried collector lines and an operations and maintenance (O&M) building. The term of the power purchase agreement for this project is 25 years, after which time a new power purchase agreement may be negotiated. At the end of its useful life (which is defined as the point at which the facility generates no electricity for a continuing period) the site would be decommissioned and reclaimed within 18 months of Developer filing a Notice of Termination of Operations with the County. Developer has negotiated lease agreements and easements with participating property owners. These agreements provide the rights to develop, construct, maintain, and operate wind energy systems on the leased property. Separate easements have been established to provide the rights of access and transmission of electricity across County Road easements. All lease agreements and easements would be in place for 40 years, with the option to extend. If any material lease agreement was breached, the participating property owner could give a Notice of Default to Developer in writing. If the breach continues for thirty (30) days after written notice of default, or if the cure will take longer than thirty (30) days, the landowner could seek remedies as may be available at law or equity from Developer, in accordance with the termination provisions of the lease 1.2 Purpose This Decommissioning Plan (plan) is being submitted to Weld County to fulfill one of the requirements of the Use by Special Review (USR 1723) permit issued for the project. The terms of this Decommissioning Plan shall be binding upon the wind farm owner, Developer and any of its successors, assigns, or heirs. The plan will be implemented to ensure that the project and associated structures are removed after operations cease and that the property is reasonably restored in accordance with the applicable lease agreements. 1850760-9 1 4786327 Pages: 97 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO lII1Ii')PL 0111:41111VATIVA 4773483 Pages: 97 of 104 11/05/2021 10:54 AM R Fee:$0,00 Carly Koppes, Clerk and Recorder, Weld County , CO III NrJrnli.1•16.1101\1 Phlillit\lr PtiCtisii This plan generally outlines the procedures for decommissioning the project and restoring lands to their original condition. Decommissioning procedures involve the physical removal of certain facilities, structures and components associated with the project, the disposal of solid and hazardous waste, and identification of physical elements that may remain on the property at the discretion of the participating property owners. Restoration includes the stabilization or re - vegetation of the project site to minimize erosion and facilitate subsequent land uses as determined by the property owner. Provisions for financial assurance for decommissioning and reclamation activities are described in this plan. 2. Decommissioning In the context of this plan, decommissioning is the act of removing the wind energy system from service. Decommissioning is a step-by-step deconstruction process that involves carefully and safely removing and appropriately salvaging, recycling and disposing of the infrastructure and appurtenant facilities. It includes the physical removal of facility -associated structures and components (including portions of the foundations) from the Project Area. In accordance with existing lease agreements decommissioning of the project will include removal of the following infrastructure: • Aboveground equipment, including towers, concrete pads (does not include foundations), anchors, guy wires, fences, fixtures, materials, buildings, structures, improvements, and personal property installed by Developer or by its agents, will be removed and recycled or disposed of at approved off -site facilities. • Where feasible, wind turbines, including blades and towers, will be removed in a manner to allow for refurbishment and resale of each component. Removal will require cranes, construction of temporary crane pads, plus some access road improvements to accommodate large cranes and trucks. • Foundations will be removed to a depth of three (3) feet (or such greater depth as required under the applicable lease agreement) below the surface. Structures and debris located below the soil surface will also be removed to a depth of three (3) feet (or such greater depth as required under the applicable lease agreement) below the surface. All pit holes, trenches or other borings or excavations (but not roads) created during decommissioning will be properly filled and compacted. • Underground power and communication lines will be decommissioned in place. Underground cables will be cut off at ground surface at the cabinets. Transformers will be removed from the site. • Solid waste and hazardous material will be disposed of offsite in accordance with applicable state and federal regulations. Decommissioned gearboxes, transformers, and hydraulic systems will be drained of fluids, put into appropriate containers before dismantling, and then transported and disposed of off -site in accordance with state and federal regulations. • Should the property owner request that a road(s) constructed for the wind energy system be removed, the property owner would notify Developer on or before the lease termination date. Roads requested to be removed and restored will be reclaimed pursuant to guidelines in Section 3 below. 1850760-9 -2- 4786327 Pages: 98 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk X111 �1Q I��I�1tind Recorder, Weld County , CO I 4773483 Pages: 98 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO NAV!'kV 1000144411914 11 Ili 3. Reclamation In the context of this plan, reclamation is the process of restoring lands affected by the project or its dependent components to a land use condition that satisfies the landowner and complies with County requirements. The process may require grading, contouring, removal of compacted soils, stabilization, re -vegetation, and drainage control. Reclamation of the project will include the following: • Disturbed on -site soils and vegetation will be restored to their original condition or better. Reclamation procedures will be based on site -specific requirements and techniques commonly employed at the time the area is reclaimed. If the area is reclaimed as agricultural crop land, reclamation may include re -grading, application of soils and tilling. If the land is to be reclaimed to its natural state, reclamation will include re- grading, seedbed preparation, and revegetation with native seed. • Should the property owner request removal of certain wind project roads, these roads will be scarified, decompacted, and recontoured as needed to provide a condition that will facilitate revegetation or agricultural use, allow for proper drainage, and prevent erosion. If requested by the property owner, the area will be reseeded with native grass seed. 4. Schedule The wind turbines proposed for use in the project are expected to be operational for 25 years. It is anticipated that as these turbines reach the end of their expected life, technological advances may allow for a repowering where the existing turbines would be replaced with more efficient and cost-effective generators that extends the life of the project. Many older wind energy facilities have been re -powered by upgrading or replacing existing towers and other infrastructure with more efficient turbines and related equipment. Should the operation of the project be terminated, Developer would provide County with a written Notice of Termination of Operations. The date of the Notice of Termination of Operations is the Termination Date. The notice will be provided within 30 days of terminating operation of the system. The project will be removed in accordance with the terms of existing easement and lease agreements with the landowners. Decommissioning and reclamation prior to the end of the 25 year life -expectancy of the project could occur under certain unlikely conditions such as condemnation or the cessation of power generation by the project. 5. Estimated Decommissioning and Reclamation Costs Total decommissioning and reclamation costs will be offset by the salvage value of towers, turbines and associated facilities that were sold or reused. Developer will cause the estimated decommissioning and reclamation costs to be updated by an independent engineer every five years beginning in year 10 of the project. 6. Responsibility Developer, and its successors or assigns or heirs, would be responsible for decommissioning the facility and all costs associated with decommissioning the project and associated facilities. Developer will be responsible for ensuring that decommissioning activities occurred in 1850760-9 -3- 4786327 Pages: 99 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO liii 01 4773483 Pages: 99 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII IFAII', INI ilk IhO% 10111,146Riallyi iI v accordance with this plan. Upon completion of decommissioning, Weld County will have the right to review final decommissioning and reclamation to confirm it was consistent with this plan. If decommissioning does not proceed in accordance with this plan, Weld County will have the right to enter the property and cause the appropriate abandonment and decommissioning measures as determined by this plan. Following satisfactory decommissioning and reclamation, all requirements for Developer to provide financial assurance hereunder will cease. 6.1 Financial Assurance Financial assurance will be provided by Developer in a manner sufficient to adequately satisfy decommissioning and reclamation commitments under this plan. Financial assurance will be provided in the form of an irrevocable letter of credit, surety bond or cash. To determine the amount of financial assurance, Developer will hire an independent engineer to provide an estimate of the salvage value of the towers, turbines and associated facilities as well as an estimate of the decommissioning reclamation costs for the project every five years beginning in year 10 of the project. If the decommissioning and reclamation costs exceed the estimated salvage value of the towers, turbines and associated facilities, Developer will post financial assurance for 1.2 times the difference between the salvage value of the towers, turbines and associated facilities and the decommissioning and reclamation costs. Any letter of credit shall be subject to the requirements of Weld County Code Section 2-3-30 B. Developer shall utilize only a County approved form when obtaining a letter of credit: (IRREVOCABLE STANDBY LETTER OF CREDIT FOR BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY, COLORADO). A copy of said form shall be provided to Developer upon request. Any surety bond shall be given by a corporate surety authorized to do business in the State of Colorado. The surety bond shall conform to and be subject to the requirements of Weld County Code Section 2-3-30 B.4. Developer shall utilize only a County approved form when obtaining a surety bond: (PERFORMANCE BOND FOR BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY, COLORADO). A copy of said form shall be provided to Developer upon request. The Board of County Commissioners of Weld County reserves the right to reject collateral which is deemed inappropriate or insufficient, which may be either as collateral in the form of a letter of credit offered by a banking institution which has at least a "three star" rating as determined by Bauer Financial or a financial institution or company that is major United States commercial bank or foreign bank with a United States branch office, with a senior unsecured bond rating (unenhanced by third party support), equivalent to A- or better as determined by Standard & Poor's or A3 or better as determined by Moody's, or as collateral in the form of a performance bond offered by an insurance company which does not have at least a B+ rating given by A.M. Best. The Board further reserves the right to require Developer to obtain replacement collateral if the rating of the financial institution providing any collateral drops below the levels stated above. Replacement collateral shall be submitted by Developer within sixty (60) days of the Board's notice to Developer that the rating has fallen and that the collateral must be replaced. Developer may not terminate existing collateral until replacement collateral has been secured. 1850760-9 -4- 4786327 Pages: 100 of 106 12/17/2021 02:66 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII 1 �1RI�iN ti M ihrICI' L'Alu GIA N "III 4773483 Pages: 100 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII NUPAI INteAJIi MILrMiu ll MIR iI ill 4773483 Pages: 101 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO mdimpaveraithIcaliciiimuirovikatiti EXHIBIT m 1 \ F Qajrtk Westwood /i% / Co Rd 138; ,7 / Co Rd 136 // Co Rd 134 '/, %//// /7/77 r / Rd 732' / Co Rd 130 0 _Ni / /////- INTERSECTION 13 (SEE SHEET 44) INTERSECTION 14 (SEE SHEET 45) C Rd 126' /// G-16 G-15 G-14 G-19 / "Co Rd 138 //////// INTERSECTION 8 G-17 (SEE SHEET 39) GRAVEL STOCKPILE ILLE INTERSECTION 16 (SEE SHEET 46) 4 i/ LAYDOWN YARD INTERS(SEE SHEET IO)N 6 �% _ G-5? 52 G-54 INTERSECTION 4 (SEE SHEET 35) INTERSECTION 5 -7 (SEE SHEET 36) INTERSECTION 7 INTERSECTION 12 (SEE SHEET 43) ////// / INTERSECTION 11 GRAVEL STOCKPILE !?ti (SEE SHEET 42) N-1• N-17 (SEE SHEET 38) INTERSECTION 10 (SEE SHEET 41) GRAVEL STOCKPILE `TRUCK STAGING //////// / INTERSECTION 1 (SEE SHEET 31 ///////%// ' " !7/2/ Tower Rd INTERSECTION 2 (SEE SHEET 32) PUBLIC ROAD WIDENING 1 (SEE SHEET 33) / Y oRd 1281/2 / INTERSECTION 17 (SEE SHEET 47) N.7 7 %,</ //.• a)<// CO Rd 120 /Co Rd 178 :0/ Co Rd 116 / / ✓/ / /////c.gli,6 / /.9 LEGEND: r//////a •G • N-10( inn rill retail.' • • PROJECT BOUNDARY EXISTING TURBINE LOCATION REPOWER FOR GE 97 TURBINE EXISTING TURBINE LOCATION REPOWER FOR GE 127 TURBINE EXISTING TURBINE ACCESS ROAD DELIVERY ROUTE (INGRESS) DELIVERY ROUTE (EGRESS) EXISTING NON DELIVERY RD. EXISTING HIGHWAY EXISTING GRAVEL DELIVERY RD INTERSECTION IMPROVEMENT PROJECT FACILITIES GRAVEL STOCKPILE LOCATION PUBLIC ROAD WIDENING Phony (/7Q SS1-$SSO Ioliltee (/!8)93! 11S0 10110 Church Ranch Wert Sun, I/01 Wntm Age r, CO WW1 wrfwwoVs r um Wnlwood Prolnsronal SeMn, Im. PRI PMI O IOP BP Wind Energy North America, Inc. 201 Helios Way Houston, TX 77079 . l VISIONS / IMiI IOMMINI A 06/19/71 ISSUE U I OR PI PM I 6 06/76//1 ISSUE O l OR RE V II W ( 09/14/71 ISSUED TOR RI VII W X Cedar Creek II Wind Repower d County, Colorado Wel 4786327 Pages: 101 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Delivery Flow Plan DA-, 51-1 r 09/14/2021 4 4773483 Pages: 102 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO EXHIBIT C4ac4- Ccee.c � Westwood / Co Rd 138 ��% 732 Co Rd 136 Co Rd 134 Co Rd 124 Co Rd 118 Co Rd 126 N -0O N-11 ""GRAVELT STOCK' Co Rd 130 /2 Rd, Co Rd 132 1 7N41 NCO N 76 0 N 19 0 Co Rd 120 Tower Rd TRUCK STAGING AREA Co Rd 124 LEGEND: //. •XX PROJECT BOUNDARY EXISTING TURBINE LOCAI ION REPOWE R FOR GE 97 TURBINE • EXISTING TURBINE LOCATION N' REPOWE R FOR GE 127 TURBINE ►�e�ee e�e�•�e�• e• m 20 EXISTING NORDEX TURBINI EXISTING GE TURBINE EXISTING TURBINE ACCESS ROA, PROPOSED CRANE PATH PROJECT FACILITIES SHEET NUMBER REFERENCE .•hunt (CIO S11 $ISO 101 IOC IUNh Ranch Way. Suite RIO' I olll'Pr that 91/ SlSO Wnbe,Mle,,(O60011 weMwnotlp. tool WnMou1 P,oIe t.oa Serves Inc (1StimAt 11 -Oat PNI PANT 1) 1 ON hp 0 BP Wind Energy North America. Inc 201 Helios Way Houston, TX 77079 H,VJ (ThI% UAn (OMMINI A 06(19/! 1 'SSG! U I ON PI NMI I 6 06/!h//1 ISSUI U IOR NrvN W 09/1V71 65UI 1)tOM NI VIIW X Cedar Creek II Wind Repower Id County, Colorado We 4786327 Pages: 102 of 106 12/17/2021 02:55 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO liii Overall Plan 09/14/2021 3 EXHIBIT Ce&c Ccee, & L Exhibit H Gravel Roads Maintenance and Reclamation Plan Cedar Creek II, LLC 1. Purpose The Gravel Roads Maintenance and Reclamation Plan (Plan) is attached to the Improvement and Road Maintenance Agreement (IRMA) between Weld County and Cedar Creek II, LLC to provide certain standards for the repair and reclamation of Project Haul Routes, as both are defined in the IRMA. This Plan, together with the Exhibits A -G, outline the procedures and standards required of Cedar Creek II, LLC and its Contractors (hereinafter referred to collectively as Contractor) to prepare, maintain, and reclaim all Weld County roadways utilized for construction, delivery of materials, and daily activities throughout the entire duration of the Cedar Creek II Technology Upgrade Pilot Project (Project). 2. Responsibility Weld County Gravel Roads Division will cease normal maintenance of all roadways utilized for the Project until Substantial Completion and Acceptance of off -site improvements is submitted and accepted by Weld County. All maintenance of the roadways including issues caused by weather events and non -project traffic are the responsibility of Contractor. Contractor is further responsible for all repairs caused by Project traffic as described in section D.8.0 of Part 1 of the Agreement. If Contractor can reasonably demonstrate that the need for repair is caused by non -Project related traffic, Weld County will be responsible for such repairs. 0 NO U�r ZE 3 0 ago . t .4 -vitae en • L_M re a S•as II in Y� No - i (7.4 N�YNo COC0 L 3. Procedures These will define necessary operations during each phase of the Project. 3.1 Preconstruction Contractor shall place 2" of Weld County Surface Gravel in the locations set forth in the pre -construction inspection. Gravel placement shall be done in accordance with Weld County Engineering & Construction Criteria (WCECC), page 123, Table 9-12 and in accordance with the most current versions of the Colorado Department of Transportation (CDOT) Standard Specifications for Road and Bridge Construction and Field Materials Manual. 3.2 Active Construction Defined as the second phase after all roadways have been updated as necessary to begin usage for construction activities and component deliveries. Maintenance will include grading, gravel placement, dust mitigation, and damage repair. A minimum of weekly maintenance is required for the roadways. No less than twice each month, Contractor shall provide a schedule detailing the locations and type of maintenance completed and locations and type of maintenance to be completed. Road damage such as, but not limited to, potholes, blow outs, soft spots, and wash outs, shall be repaired within 48 hours of either the occurrence of the damage or notification by Weld County. 3.3 Postconstruction Defined as the final phase, after the Project has been completed, Contractor shall restore all County roadways, intersections, access locations and roadside drainage affected by the Project to pre -construction widths, grades, and surface conditions. Such pre -construction conditions will have been documented by the parties after joint inspection. After project completion and prior to release of project collateral as 4773483 Pages: 103 of 104 11/05/2021 10:54 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III14IMIINs510119iMIT' 14:lWalk� !Mi�� liii described in section B of Part 2 of the Agreement, post -project road conditions shall be jointly inspected by County and Contractor again to determine if there are any material deviations in the condition of the County Roads from those contained in the preconstruction inspection data. In its sole and reasonable exercise of discretion, County shall inform Contractor of the location and amount of gravel to be placed upon affected roadways, not to exceed six inches of gravel in any one location. In making these determinations, County shall endeavor to require only that amount of material which returns the road to the pre -project condition as documented. Gravel placement shall be done in accordance with Weld County Engineering & Construction Criteria (WCECC), page 123, Table 9-12 and in accordance with the most current versions of the Colorado Department of Transportation (CDOT) Standard Specifications for Road and Bridge Construction and Field Materials Manual. Acceptance testing for all postconstruction repairs will be required upon completion of restoration (refer to section 4 -Testing). a 0 U ,.. 5 - 4. Testing Required testing processes, methods and resulting procedures. 4.1 General procedures Contractor shall be responsible for all testing procedures. Sampling and testing shall follow procedures as identified in the most recent version of the CDOT Field Materials Manual. All Process Control (PC) and Owners Acceptance (OA) sampling of material shall be performed on grade. All work will be in conformance with the CDOT Standard Specifications for Road and Bridge Construction. Surface Gravel placement will require notification to Weld County a minimum of 48 hours in advance. If a County inspector is not present during placement, the sample and testing location shall be recorded and provided in the corresponding testing report. Non -reported or failed testing reports will require removal and replacement of all material by Contractor. 4.2 Method Statement minimum inclusions Sample locations using a random number generator PC and OA sampling frequencies. PC will deliver OA samples to Weld County Expected turnaround of test results Limits defining acceptable test results Three (3) third party laboratories to dispute testing 4.3 Required Tests Particle size analysis (Gradation) Atterberg Limits test Moisture Density Relationship LA Abrasion Aggregate soundness Fractured Faces In -place Density and Moisture content of Soil and Soil Aggregate by Nuclear Method 5. Inspection Conditions of all roadways utilized for the project can be inspected at any time throughout the Project duration. Inspection of roadway conditions may include but is not limited to roadway fore and back slopes, ditch grade and geometry, travel lane slopes, crown, low spots/depressions, and gravel coverage. Corrective work resulting from inspections shall be completed by Contractor within 48 hours of notification by County. Pages : 104 of 104 4773483 00 11/05/2021 10:54 AM R Fee:$0. Weld County CO Carly KoPPes � Clerk and Recorder r ,I 111 Iw!V,��1 1 � �N IV&'P �jlI 1 UI l�.�aIl New Contract Request Entity Information; Entity Name* CEDAR CREEK II LLC Entity ID* @00044515 Contract Name* IMPROVEMENTS AND ROAD MAINTEANCE AGREEMENT CEDAR CREEK II LLC AP21-00535 Contract Status CTB REVIEW ❑ New Entity? Contract ID 5285 Contract Lead* JITRUJILLOMARTINEZ Contract Lead Email jtrujIIomartiez@weldgov c cm Parent Contract ID Requires Board Approval YES Department Project # Contract Description* IMPROVEMENTS AND ROAD MAINTEANCEAGREEMENT CEDAR CREEK II LLC AP21-00535 $3,000,000 REQUIRED FOR PROJECT COLLATERAL PROVIDED IN THE FORM OF PERFORMACE BOND NO 284067599 AND PERFORMANCE BOND NO 285065197 BOTH SSUED BY LIBERTY MUTUAL INSURANCE COMPANY Contract Description 2 Contract Type* AGREEMENT Amount* $3,000,000 00 Renewable* NO Automatic Renewal Grant IGA Department PLANNING Department Email CM-Planntng@wetdgov corn Department Head Email CM-Plannrng- DeptHead@weldgov corn County Attorney BOB CHOATE County Attorney Email BCHOATE@CO.WELD CO US If this is a renewal enter previous Contract ID If this is part of a MSA enter MSA Contract ID Requested BOCC Agenda Date* 10/11/2021 Due Date 10/07/2021 Will a work session with BOCC be required?* NO Does Contract require Purchasing Dept. to be included? NO 4786327 Pages: 105 of 106 12/17/2021 02 55 PM R Fee $0 00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII I rdrilla I VM40110 rl'� ICI 0 i:414 yHiI J II II Note the Previous Contract Number and Master Services Agreement Number should be left blank if those contracts are not in On Base Contract' Dates - - Effective Date Review Date* 10/11/2022 Renewal Date 1 Termination Notice Period Committed Delivery Date Expiration Dates 1 0/11 /2023 Contact Information 'Contact Info ' Contact Name Contact Type r ,'Purchasing Purchasing Approver Approval, Process ' Department Head TOM PARKO JR DH Approved Date , 09/30/2021 Final Approval, BOCC Approved BOCC Signed Date BOCC Agenda Date 10/20/2021 Originator JTRUJILLOMARTINEZ Contact Email Contact Phone 1 Purchasing Approved Date Finance Approver CHRIS D'OVIDIO Finance Approved Date 10/01/2021 Tyler Ref # AG 102021 Legal Counsel BOB CHOATE Contact Phone 2 Legal Counsel Approved Date 10/05/2021 5 '•;aMt`i •''-?3.�k_ Vii. �'iw"'�''_-'^. f^Y �,il$�T } Y tshsor^i.. Y"hW'�_ Yr'. �'' F� .h,� .. . u `.L h.. �'. _a,xn o.'� �?r�.,.3�?i�.�', . �f��t"., r%.€.,� -,' � �. ri��';� .a• ?:•� `r`�..�, ..�.+. .y.. f 122/t7 2021 02 Pages R Fee $0 106 Carly Koppes, Clerk and Recorder, Weld County , CO hti�eM'��h�dIAN KW W,h III III Hello