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Home My WebLink AboutSWP272057(9) CITY OF RENTON COUNCIL AGENDA BILL Al#: Submitting Data: Planning/Building/Public Works For Agenda of: December 16, 2002 Dept/Div/Board.. Utility Systems Division-Surface Water Utility Staff Contact...... Ron Straka (x-7248) Agenda Status Gary Schimek(x-7205) Consent.............. X Subject: Public Hearing.. Final Pay Estimate (Scarsella Bros. - CAG-02-159) Correspo •• CONCU RE CE Maplewood Creek Sedimentation Basin 2002 Ordinance ......•••DATE Maintenance Project Resolutio ........NAME INITIAUDA E Old Busin ss. . �v Exhibits: New Busi Pay Estimate #3 - Final Study Sess n . Notice of Completion Informatio . Recommended Action: Approvals: Council concurrence with project acceptance and Legal Dept......... approval of final pay estimate Finance Dept...... Other............... Fiscal Impact: Expenditure Required... $1,952.96 Transfer/Amendment....... Amount Budgeted....... $1,952.96 Revenue Generated......... Total Project Budget $116,289 City Share Total Project.. SUMMARY OF ACTION: The Surface Water Utility conducted a telephone phone bid (per City Policy 250-02, Section 6.3) during June 2002 for the Maplewood Sedimentation Basin 2002 Maintenance Project. The bid was awarded to Scarsella Bros., Inc. Construction was recently completed on November 1, 2002. Project funding was provided through the Cedar River Basin Plan Capital Improvement C Program Account (421.000600. 018.0038.65.065220). 1 ` c, ✓ K,.�— FrgA�l,.... �-apJ� ralcdF The approved 2002 appropriation for the account was $116,289 for this and other project . There is sufficient funding remaining in the account ($21,886) to fund the final pay estimate for the Maplewood Sedimentation Basin 2002 Maintenance project. The awarded and final construction contract amounts are $23,287.20 and $28,472.96, respectively. The increase of $4,645.76 is due to minor changes in the bid quantities. STAFF RECOMMENDATION: The Surface Water Utility recommends that Council accept the Maplewood Creek Sedimentation Basin 2002 Maintenance Project and approve the final pay estimate of$1,952.96 to Scarsella Bros., Inc. Staff further recommends that the retainage of$1,308.50 be released after sixty (60) days, subject to the receipt of all required authorization to release retainage from the State. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-2057 Maplewood Sediment Basin\03-2002 Pond Cleaning\1600- Construction\1660 Pay Estimates\Agenda Bil-Final Pay Estimate.doc\GMS\tb TO: FINANCE DIRECTOR T FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Scarsella Bros., Inc CONTRACT NO. CAG 02-159 ESTIMATE NO. 3 (Final) PROJECT: Maplewood Creek Sedimenation Basin 1. CONTRACTOR EARNINGS THIS ESTIMATE $1,795.00 2. SALES TAX @ 8.80% $157.96 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $1,952.96 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $23,156.25 5. EARNINGS DUE CONTRACTOR THIS ESTIMATE $1,705.25 6. SUBTOTAL-CONTRACTOR PAYMENTS $24,861.50 7. RETAINAGE ON PREVIOUS EARNINGS $1,218.75 8. RETAINAGE ON EARNINGS THIS ESTIMATE $89.75 9. SUBTOTAL- RETAINAGE $1,308.50 10. SALES TAX PREVIOUSLY PAID $2,145.00 11. SALES TAX DUE THIS ESTIMATE $157.96 12. SUBTOTAL-SALES TAX $2,302.96 " (95%x LINE 1) *' (RETAINAGE: 55/.) GRAND TOTAL: $28,472.96 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000600.018.5960.0038.65.065220/65220/5354 $1,863.21 # 3 (Final) $1,863.21 RETAINED AMOUNT(Line 8): ACCOUNT # 421.000600.018.5960.0038.65.065220/65220/5354 $89.75 # 3 (Final) $89.75 TOTAL THIS ESTIMATE: $1,952.96 CHARTER 116, LAWS OF 1965 ��1 /yl.3l Da CITY OF RENTON CERTIFICATION , '( I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OFy�/] 'ZI 3/Q 2- PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM Signed: I / U- ' 1- 7 Printed On: 12/3/02 City of Renton Public Works Department Page 1 �Printed On: 12/3/02 City of Renton Public Works Department ' Page 11 Project: Maplewood Creek Sedimenation Basin Contract Number: CAG 02-159 Contractor:Scarsella Bros.,Inc Pay Estimate 1 Closing Date: Item Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount 001. Mobilization Lump Sum 1 $2,100.00 0.95 $1,995.00 0.05 $105.00 1.00 $2,100.00 Construct Bypass Structures,Divert Creek,Rescue Fish, 002. and Drain Sediment Basin Lump Sum 1 $5,500.00 1.00 $5,500.00 0.00 $0.00 1.00 $5,500.00 003. Remove Sediment Cubic Yard 750 $14.00 930.00 $13,020.00 0.00 $0.00 930.00 $13,020.00 004. Haul and Stockpile Material on Golf Course Cubic Yard 700 $2.00 930.00 $1,860.00 0.00 $0.00 930.00 $1,860.00 005. 6urnp Suva 59 006. Refill Basin and Remove Bypass Structures Lump Sum 1 $2,000.00 1.00 $2,000.00 0.00 $0.00 1.00 $2.000.00 007. Hydroseed Square Feet 1000 $0A0 0.00 $0.00 4225.00 $1,690.00 4225.00 $1.690.00 Subtotal $24,375.00 $1,795.00 $26,170.00 8.8%Sales Tax $2,145.00 $157.96 $2,302.96 TT Total $26,520.00 $1,952.96 $28,472.96 la/j/o;l, TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Scarsella Bros., Inc CONTRACT NO. CAG 02-159 ESTIMATE NO. 3 (Final) PROJECT: Maplewood Creek Sedimenation Basin 1. CONTRACTOR EARNINGS THIS ESTIMATE $1,795.00 2. SALES TAX @ 8.80% $157.96 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $1,952.96 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $23,156.25 5. EARNINGS DUE CONTRACTOR THIS ESTIMATE $1,705.25 6. SUBTOTAL-CONTRACTOR PAYMENTS $24,861.50 7. RETAINAGE ON PREVIOUS EARNINGS $1,218.75 8. "` RETAINAGE ON EARNINGS THIS ESTIMATE $89.75 9. SUBTOTAL- RETAINAGE $1,308.50 10. SALES TAX PREVIOUSLY PAID $2,145.00 11. SALES TAX DUE THIS ESTIMATE $157.96 12. SUBTOTAL-SALES TAX $2,302.96 " (95%x LINE 1) ** (RETAINAGE: 5%) GRAND TOTAL: $28,472.96 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000600.018.5960.0038.65.065220/65220/5354 $1,863.21 # 3 (Final) $1,863.21 RETAINED AMOUNT(Line 8): ACCOUNT # 421.000600.018.5960.0038.65.065220/65220/5354 $89.75 # 3 (Final) $89.75 TOTAL THIS ESTIMATE: $1,952.96 CHARTER 116, LAWS OF 1965 ,z/'31Q;� CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM Signed: Printed On: 12/3/02 City of Renton Public Works Department Page 1 Printed On: 12/3/02 City of Renton Public Works Department Page 1• Project: Maplewood Creek Sedimenation Basin Contract Number. CAG 02-159 Contractor.Scarsella Bros.,Inc Pay Estimate 1 Closing Date: Item Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount 001. Mobilization Lump Sum 1 $2,100.00 0.95 $1,995.00 0.05 $105.00 1.00 $2,100.00 Construct Bypass Structures,Divert Creek,Rescue Fish, 002. and Drain Sediment Basin Lump Sum 1 $5,500.00 1.00 $5,500.00 0.00 $0.00 1.00 $5,500.00 003. Remove Sediment Cubic Yard 750 $14.00 930.00 $13,020.00 0.00 $0.00 930.00 $13.020.00 004. Haul and Stockpile Material on Golf Course Cubic Yard 700 $2.00 930.00 $1,860.00 0.00 $0.00 930.00 $1,860.00 Q05k Idump-Sum 50 006. Refill Basin and Remove Bypass Structures Lump Sum 1 $2,000.00 1.00 $2,000.D0 0.00 $0.00 1.00 $2,000.00 007. Hydroseed Square Feet 1000 $0.40 0.00 $0.00 4225.00 $1,690.00 4225.00 $1,690.00 Subtotal $24,375.00 $1,795.00 $26,170.00 8.8%Sales Tax $2,145.00 $157.96 $2,302.96 TT Total $26,520.00 $1,952.96 $28,472.96 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Scarsella Bros., Inc CONTRACT NO. CAG 02-159 ESTIMATE NO. 3 (Final) PROJECT: Maplewood Creek Sedimenation Basin 1. CONTRACTOR EARNINGS THIS ESTIMATE $1,795.00 2. SALES TAX @ 8.80% $157.96 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $1,952.96 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $23,156.25 5. EARNINGS DUE CONTRACTOR THIS ESTIMATE $1,705.25 6. SUBTOTAL-CONTRACTOR PAYMENTS $24,861.50 7. RETAINAGE ON PREVIOUS EARNINGS $1,218.75 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $89.75 9. SUBTOTAL- RETAINAGE $1,308.50 10. SALES TAX PREVIOUSLY PAID $2,145.00 11. SALES TAX DUE THIS ESTIMATE $157.96 12. SUBTOTAL-SALES TAX $2,302.96 (95%x LINE 1) "* (RETAINAGE: 55/.) GRAND TOTAL: $28,472.96 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000600.018.5960.0038.65.065220/65220/5354 $1,863.21 # 3 (Final) $1,863.21 RETAINED AMOUNT(Line 8): ACCOUNT # 421.000600.018.5960.0038.65.065220/65220/5354 $89.75 # 3 (Final) $89.75 TOTAL THIS ESTIMATE: $1,952.96 CHARTER 116, LAWS OF 1965 /V /) /ca CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF IM ILI3/DZPERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM Signed: L'i - ,41111,6 Printed On: 12/3/02 City of Renton Public Works Department Page 1 Printed On: 12/3/02 City of Renton Public Works Department 'Page 1 Project: Maplewood Creek Sedimenatlon Basin Contract Number. CAG 02-159 Contractor:Scarsella Bros.,Inc Pay Estimate 1 Closing Date: Item Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount 001. Mobilization Lump Sum 1 $2,100.00 0.95 $1,995.00 0.05 $105.00 1.00 $2,100.00 Construct Bypass Structures,Divert Creek,Rescue Fish, 002. and Drain Sediment Basin Lump Sum 1 $5,500.00 1.00 $5,500.00 0.00 $0.00 1.00 $5,500.00 003. Remove Sediment Cubic Yard 750 $14.00 930.00 $13,020.00 0.00 $0.00 930.00 $13,020.00 004. Haul and Stockpile Material on Golf Course Cubic Yard 700 $2.00 930.00 $1,860.00 0.00 $0.00 930.00 $1,860.00 005 LarAp Suns rag 006. Refill Basin and Remove Bypass Structures Lump Sum 1 $2,000.00 1.00 $2,000.00 0.00 $0.00 1.00 $2,000.00 007. Hydroseed Square Feet 1000 $0.40 0.00 $0.00 4225.00 $1,690.00 4225.00 $1,690.00 Subtotal $24,375.00 $1,795.00 $26,170.00 8.8%Sales Tax $2,145.00 $157.96 $2,302.96 TT Total $26,520.00 $1,952.96 $28,472.96 /l lglj1O2. TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Scarsella Bros., Inc CONTRACT NO. CAG 02-159 ESTIMATE NO. 3 (Final) PROJECT: Maplewood Creek Sedimenation Basin 1. CONTRACTOR EARNINGS THIS ESTIMATE $1,795.00 2. SALES TAX @ 8.80% $157.96 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $1,952.96 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $23,156.25 5. EARNINGS DUE CONTRACTOR THIS ESTIMATE $1,705.25 6. SUBTOTAL-CONTRACTOR PAYMENTS $24,861.50 7. RETAINAGE ON PREVIOUS EARNINGS $1,218.75 8. " RETAINAGE ON EARNINGS THIS ESTIMATE $89.75 9. SUBTOTAL- RETAINAGE $1,308.50 10. SALES TAX PREVIOUSLY PAID $2,145.00 11. SALES TAX DUE THIS ESTIMATE $157.96 12. SUBTOTAL-SALES TAX $2,302.96 * (95%x LINE 1) *` (RETAINAGE: 55/.) GRAND TOTAL: $28,472.96 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000600.018.5960.0038.65.065220/65220/5354 $1,863.21 # 3 (Final) $1,863.21 RETAINED AMOUNT(Line 8): ACCOUNT # 421.000600.018.5960.0038.65.065220/65220/5354 $89.75 # 3 (Final) $89.75 TOTAL THIS ESTIMATE: $1,952.96 CHARTER 116, LAWS OF 1965 /J� Iy/310p, CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF �y la, PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE ��L SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM Signed: Printed On: 12/3/02 City of Renton Public Works Department Page 1 Printed On: 12/3/02 City of Renton Public Works Department Page 1� project: Maplewood Creek Sedimenation Basin Contract Number. CAG 02-159 Contractor:Scarsella Bros.,Inc Pay Estimate 1 Closing Date: Item Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount 001. Mobilization Lump Sum 1 $2,100.00 0.95 $1,995.00 0.05 $105.00 1.00 $2,100.00 Construct Bypass Structures,Divert Creek,Rescue Fish, 002. and Drain Sediment Basin Lump Sum 1 $5,500.00 1.00 $5,500.00 0.00 $0.00 1.00 $5,500.00 003. Remove Sediment Cubic Yard 750 $14.00 930.00 $13,020.00 0.00 $0.00 930.00 $13,020.00 004. Haul and Stockpile Material on Golf Course Cubic Yard 700 $2.00 930.00 $1,860.00 0.00 $0.00 930.00 $1,860.00 �` ramp Suaa W 006. Refill Basin and Remove Bypass Structures Lump Sum 1 $2,000.00 1.00 $2,000.00 0.00 $0.00 1.00 $2,000.00 007. Hydroseed Square Feet 1000 $0.40 0.00 $0.00 4225.00 $1,690.00 4225.00 $1,690.00 Subtotal $24,375.00 $1,795.00 $26,170.00 8.8%Sales Tax $2,145.00 $157.96 $2,302.96 TT Total $26,520.00 $1,952.96 $28,472.96 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Scarsella Bros., Inc CONTRACT NO. CAG 02-159 ESTIMATE NO. 3 (Final) PROJECT: Maplewood Creek Sedimenation Basin 1. CONTRACTOR EARNINGS THIS ESTIMATE $1,795.00 2. SALES TAX @ 8.80% $157.96 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $1,952.96 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $23,156.25 5. EARNINGS DUE CONTRACTOR THIS ESTIMATE $1,705.25 6. SUBTOTAL-CONTRACTOR PAYMENTS $24,861.50 7. RETAINAGE ON PREVIOUS EARNINGS $1,218.75 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $89.75 9. SUBTOTAL- RETAINAGE $1,308.50 10. SALES TAX PREVIOUSLY PAID $2,145.00 11. SALES TAX DUE THIS ESTIMATE $157.96 12. SUBTOTAL-SALES TAX $2,302.96 * (95%x LINE 1) "* (RETAINAGE: 59/.) GRAND TOTAL: $28,472.96 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000600.018.5960.0038.65.065220/65220/5354 $1,863.21 # 3 (Final) $1,863.21 RETAINED AMOUNT(Line 8): ACCOUNT # 421.000600.018.5960.0038.65.065220/65220/5354 $89.75 # 3 (Final) $89.75 TOTAL THIS ESTIMATE: $1,952.96 CHARTER 116, LAWS OF 1965 /V /Z/3/oa CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF 2- PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM Signed: Printed On: 12/3/02 City of Renton Public Works Department Page 1 Printed On: 12/3/02 City of Renton Public Works Department Page 1� Project: Maplewood Creek Sedimenation Basin Contract Number. CAG 02-159 Contractor:Scarsella Bros.,Inc Pay Estimate 1 Closing Date: Item Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount 001. Mobilization Lump Sum 1 $2,100.00 0.95 $1,995.00 0.05 $105.00 1.00 $2,100.00 Construct Bypass Structures,Divert Creek,Rescue Fish, 002. and Drain Sediment Basin Lump Sum 1 $5,500.00 1.00 $5,500.00 0.00 $0.00 1.00 $5,500.00 003. Remove Sediment Cubic Yard 750 $14.00 930.00 $13,020.00 0.00 $0.00 930.00 $13,020.00 004. Haul and Stockpile Material on Golf Course Cubic Yard 700 $2.00 930.00 $1,860.00 0.00 $0.00 930.00 $1,860.00 0` Lump Sum 60 006. Refill Basin and Remove Bypass Structures Lump Sum 1 $2,000.00 1.00 $2,000.00 0.00 $0.00 1.00 $2,000.00 007. Hydroseed Square Feet 1000 $0.40 0.00 $0.00 4225.00 $1,690.00 4225.00 $1,690.00 Subtotal $24,375.00 $1,795.00 $26,170.00 8.8%Sales Tax $2,145.00 $157.96 $2,302.96 TT Total $26,520.00 $1,952.96 $28,472.96 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Scarsella Bros., Inc CONTRACT NO. CAG 02-159 ESTIMATE NO. 3 (Final) PROJECT: Maplewood Creek Sedimenation Basin 1. CONTRACTOR EARNINGS THIS ESTIMATE $1,795.00 2. SALES TAX @ 8.80% $157.96 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $1,952.96 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $23,156.25 5. EARNINGS DUE CONTRACTOR THIS ESTIMATE $1,705.25 6. SUBTOTAL-CONTRACTOR PAYMENTS $24,861.50 7. RETAINAGE ON PREVIOUS EARNINGS $1,218.75 8. '* RETAINAGE ON EARNINGS THIS ESTIMATE $89.75 9. SUBTOTAL- RETAINAGE $1,308.50 10. SALES TAX PREVIOUSLY PAID $2,145.00 11. SALES TAX DUE THIS ESTIMATE $157.96 12. SUBTOTAL-SALES TAX $2,302.96 (95%x LINE 1) '* (RETAINAGE: 59/.) GRAND TOTAL: $28,472.96 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000600.018.5960.0038.65.065220/65220/5354 $1,863.21 # 3 (Final) $1,863.21 RETAINED AMOUNT(Line 8): ACCOUNT # 421.000600.018.5960.0038.65.065220/65220/5354 $89.75 # 3 (Final) $89.75 TOTAL THIS ESTIMATE: $1,952.96 CHARTER 116, LAWS OF 1965 1z1'310Z CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM Signed: Printed On: 12/3/02 City of Renton Public Works Department Page 1 Printed On: 12/3/02 City of Renton Public Works Department Page 1 Project: Maplewood Creek Sedimenation Basin Contract Number. CAG 02-159 Contractor.Scarsella Bros.,Inc Pay Estimate 1 Closing Date: Item Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount 001. Mobilization Lump Sum 1 $2,100.00 0.95 $1,995.00 0.05 $105.00 1.00 $2,100.00 Construct Bypass Structures,Divert Creek,Rescue Fish, 002. and Drain Sediment Basin Lump Sum 1 $5,500.00 1.00 $5,500.00 0.00 $0.00 1.00 $5,500.00 003. Remove Sediment Cubic Yard 750 $14.00 930.00 $13.020.00 0.00 $0.00 930.00 $13,020.00 004. Haul and Stockpile Material on Goff Course Cubic Yard 700 $2.00 930.00 $1,860.00 0.00 $0.00 930.00 $1,860.00 005 Wimp Sur; 50 006. Refill Basin and Remove Bypass Structures Lump Sum 1 $2,000.00 1.00 $2,000.00 0.00 $0.00 1.00 $2,000.00 007. Hydroseed Square Feet 1000 $0.40 0.00 $0.00 4225.00 $1,690.00 4225.00 $1,690.00 Subtotal $24,375.00 $1,795.00 $26,170.00 8.8%Sales Tax $2,145.00 $157.96 $2,302.96 TT Total $26,520.00 $1,952.96 $28,472.96 S CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: August 27, 2002 TO: Mayor Jesse Tanner FROM: Gregg Zimmerman, P/B/PW Administrator STAFF CONTACT: Ron Straka (X-7248) Gary Schimek (X-7205) SUBJECT: Maplewood Creek Sedimentation Basin 2002 Maintenance Project ISSUE: The Surface Water Utility recently requested bids (per City Policy & Procedure#250-02) from three contractors for work related to the Maplewood Creek Sedimentation Basin 2002 Maintenance Project. A low and responsive bid of$23,827.20 was received from Scarsella Bros., Inc. This bid amount is under the telephone/written quote bid limit of$35,000 for multiple trade contracts and the engineer's estimate of$30,000. RECOMMENDATION: The Surface Water Utility recommends that the Mayor execute a contract with Scarsella Bros., Inc., to perform work for the Maplewood Creek Sedimentation Basin 2002 Maintenance Project. The work will be completed by September 30, 2002. The contract has been approved as to legal form and signed by the low bidder. Funding for this project will be provided through the Cedar River Basin Plan Capital Improvement Program account(421.000600. 018.5960.0038.65.065220). The 2002 appropriation for the account is $116,289. The Cedar River Basin Plan CIP is an identified work item listed under the 2002 Surface Water Utility Capital Improvement Program. The work related to the Maplewood Creek Sedimentation Basin 2002 Maintenance Project, to be performed by the low bidder, Scarsella Bros., Inc., was identified in the 2002 Surface Water Utility Work Plan. BACKGROUND SUMMARY: The Maplewood Creek Sedimentation Basin is located on the City's Maplewood Golf Course. The primary function of the basin is to reduce sediment deposition and flooding on the golf course and August 27, 2002 Page 2 across SR-169. The facility also prevents fine sediments from depositing in the lower Cedar River. To continue successful operation of this facility, the collected sediments must be removed from the basin on a regular schedule. The relatively high flows in Maplewood Creek during the 2001/2002 winter months required maintenance to be scheduled for this year after appropriate permits were obtained. The Surface Water Utility requested bids from three contractors (per City Policy and Procedure #250- 02) for work related to the Maplewood Sedimentation Basin 2002 Maintenance Project. The telephone/written quote bid process was utilized in an effort to expedite the bidding process and complete the maintenance project prior to the in-river construction deadline of September 30, 2002. The bid results, which were received on August 7, 2002, are listed below from lowest to highest bid amount. The bid tab is also attached as a reference document. Please note that Bid Item Number 5 was removed from the contract due to the decision (by Surface Water Utility and Maplewood Golf Course staff) to store all the material at the Maplewood Golf Course for use with upcoming golf course projects. Scarsella Bros., Inc. $23,827.20 C.A. Goodman Construction $25,024.00 City Transfer, Inc. $35,484.03 Upon review of the bid information submitted by the three contractors, the City notified all bidders of the results and, subsequently, requested the necessary additional contract information from the low bidder, Scarsella Bros., Inc. All documents have been received by the City and approved by both legal and risk management staff. CONCLUSION: The Mayor is requested to execute a contract with Scarsella Bros., Inc., to perform work related to the Maplewood Creek Sedimentation Basin 2002 Maintenance Project under the supervision of the Surface Water Utility. cc: Lys Hornsby H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-2057 Maplewood Sediment Basin\03 2002 Pond Cleaning\1000 DocumentsUssue Paper-Contract Execution.doc\GMS\tb CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM CON5f? N E DATE NAME INITIAL/DATE DATE: August 27, 2002 8 .t TO: Mayor Jesse Tanner LLIA6111 yg �v FROM: Gregg Zimmerman, P/B/PW Administrat ii�itic. PAUJ3 A -fn 6-F- STAFF CONTACT: Ron Straka (X-7248) Gary Schimek(X-7205) SUBJECT: Maplewood Creek Sedimentation Basin 2002 Maintenance Project ISSUE: The Surface Water Utility recently requested bids (per City Policy & Procedure #250-02) from three contractors for work related to the Maplewood Creek Sedimentation Basin 2002 Maintenance Project. A low and responsive bid of$23,827.20 was received from Scarsella Bros., Inc. This bid amount is under the telephone/written quote bid limit of$35,000 for multiple trade contracts and the engineer's estimate of$30,000. RECOMMENDATION: The Surface Water Utility recommends that the Mayor execute a contract with Scarsella Bros., Inc., to perform work for the Maplewood Creek Sedimentation Basin 2002 Maintenance Project. The work will be completed by September 30, 2002. The contract has been approved as to legal form and signed by the low bidder. Funding for this project will be provided through the Cedar River Basin Plan Capital Improvement Program account (421.000600. 018.5960.0038.65.065220). The 2002 appropriation for the account is $116,289. The Cedar River Basin Plan CIP is an identified work item listed under the 2002 Surface Water Utility Capital Improvement Program. The work related to the Maplewood Creek Sedimentation Basin 2002 Maintenance Project, to be performed by the low bidder, Scarsella Bros., Inc., was identified in the 2002 Surface Water Utility Work Plan. BACKGROUND SUMMARY: The Maplewood Creek Sedimentation Basin is located on the City's Maplewood Golf Course. The primary function of the basin is to reduce sediment deposition and flooding on the golf course and August 27, 2002 Page 2 across SR-169. The facility also prevents fine sediments from depositing in the lower Cedar River. To continue successful operation of this facility, the collected sediments must be removed from the basin on a regular schedule. The relatively high flows in Maplewood Creek during the 2001/2002 winter months required maintenance to be scheduled for this year after appropriate permits were obtained. The Surface Water Utility requested bids from three contractors (per City Policy and Procedure #250- 02) for work related to the Maplewood Sedimentation Basin 2002 Maintenance Project. The telephone/written quote bid process was utilized in an effort to expedite the bidding process and 3p complete the maintenance project prior to the in-river construction deadline of September,,-1-K, 2002. ,1�C The bid results, which were received on August 7, 2002, are listed below from lowest to highest bid amount. The bid tab is also attached as a reference document. Please note that Bid Item Number 5 was removed from the contract due to the decision(by Surface Water Utility and Maplewood Golf Course staff) to store all the material at the Maplewood Golf Course for use with upcoming golf course projects. Scarsella Bros., Inc. $23,827.20 C.A. Goodman Construction $25,024.00 City Transfer, Inc. $35,484.03 Upon review of the bid information submitted by the three contractors, the City notified all bidders of the results and, subsequently, requested the necessary additional contract information from the low bidder, Scarsella Bros., Inc. All documents have been received by the City and approved by both legal and risk management staff. CONCLUSION: The Mayor is requested to execute a contract with Scarsella Bros., Inc., to perform work related to the Maplewood Creek Sedimentation Basin 2002 Maintenance Project under the supervision of the Surface Water Utility. cc: Lys Hornsby H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-2057 Maplewood Sediment Basin\03 2002 Pond Cleaning\Issue Paper-Contract Execution.doc\GMS\tb From: "Larry Fisher" <fisheldf@dfw.wa.gov> To: <Cmunter@ci.renton.wa.us> Date: 8/13/03 10:06AM Subject: Re: Rock in Maplewood Creek Chris, Thank you for letting me know. Larry Fisher WDFW Area Habitat Biologist c/o DOE, 3190 - 160th Ave. S.E. Bellevue, WA 98008-5452 425-649-7042 FAX 649-7098 fisheldf@dfw.wa.gov >>> "Christian Munter" <Cmunter@ci.renton.wa.us> 08/12/03 09:22AM »> Larry, FYI, our crews moved the rock in Maplewood Creek we had discussed earlier this summer. It was downstream of the sed. pond in the creek, inhibiting upstream fish migration. They moved it last week. Thanks. Chris Christian D. Munter, P.E. Surface Water Utility City of Renton 1055 S. Grady Way-5th Floor Renton WA 98055 Phone: 425-430-7205 Fax: 425-430-7241 cmunter@ci.renton.wa.us e HYDRAULIC PROJECT APPROVAL State of Washington Departimni ot RCW 77.55.100-appeal pursuant to Chapter 34.05 RCW Department of Fish and Wildlife FISH and Region 4 Office �IJ.I)1.IFF 16018 Mill Creek Boulevard Mill Creek,Washington 98012 DATE OF ISSUE: April 30. 2003 LOG NUMBER: ST-F4720-03 This Hydraulic Project Approval(HPA),which now supersedes all previous HPAs for this project,is a change of the original HPA issued June 19,2002 and last modified July 16,2002,to address issues recently identified by the Area Habitat Biologist(AHB). PERMITTEE AUTHORIZED AGENT OR CONTRACTOR R City of Renton Surface Water Utility Not Applicable ECEI �� ATTENTION:Chris Munter 1055 South Grady Way-51e floorRent Mp►y ON 4250430-7205 Washington 98055 C1TY OFS STEMS PROJECT DESCRIPTION: Maintenance of Permanent Fixed Fresh Water On Bed Natural Earth Gravel Channel Modification Dredging Bed Load Traps=>800 Cubic Yards PROJECT LOCATION: Maplewood Golf Course,4050 Maple Valley Highway,Renton, Washington 47.4743 North Latitude, 122.1638 West Longitude # WRIA WATER BODY TRIBUTARY TO 1/4 SEC. SEC. TOWNSHIP RANGE COUNTY 1 08.0302 Maplewood Creek Cedar River SW 15 23 North 05 East King PROVISIONS 1. TIMING LIMITATIONS: The project may begin immediately and shall be completed by June 19,2007, provided that work below the ordinary high water line(OHWL) shall occur between June 15 and September 30, 2002 or between June 15 and September 15,2003 through 2006,unless otherwise approved by the AHB. 2. Work shall be accomplished per plans and specifications entitled,"OPERATIONS AND MAINTENANCE MANUAL MAPLEWOOD CREEK SEDIMENT BASIN AND FISH CHANNEL",dated September 1999,and submitted to the Washington Department of Fish and Wildlife(WDFW),except as modified by this HPA. These plans reflect design criteria per Chapter 220-110 WAC. These plans reflect mitigation procedures to significantly reduce or eliminate impacts to fish resources. A copy of these plans shall be available on site during construction. 3. The sediment basin and fish channel shall be maintained by the City of Renton per RCW 77.55.060 to ensure continued,unimpeded fish passage. If the structure becomes a hindrance to fish passage,the City of Renton shall be responsible for providing prompt repair under this HPA. Financial responsibility for maintenance and repairs shall be that of the City of Renton. NOTE: At the time of the previous WDFW AHB inspection,there was a large angular rock which was installed by the City blocking fish passage midway between the sediment pond and flow splitter which needs to be altered so the blockage is removed. This rock has resulted in an approximate two foot drop,which hinders fish passage. This rock shall be relocated as discussed in the April 29,2003 site review during the allowed timing limitations(Provision 1)prior to September 15,2003. 4. A temporary bypass to divert flow around the work area shall be in place prior to initiation of other work in the wetted perimeter. 5. A sandbag revetment or similar device shall be installed at the bypass inlet to divert the entire flow through the bypass. Page 1 of 4 HYDRAULIC PROJECT APPROVAL State of Washington RCW 77.55.100-appeal pursuant to Chapter 34.05 RCW Department of Fish and Wildlife Region 4 Office Ff$8md 16018 Mill Creek Boulevard Mill Creek,Washington 98012 DATE OF ISSUE: April 30, 2003 LOG NUMBER: ST-174720-03 6. A sandbag revetment or similar device shall be installed at the downstream end of the bypass to prevent backwater from entering the work area. 7. The bypass shall be of sufficient size to pass all flows and debris for the duration of the project. 8. Prior to releasing the water flow to the project area,all dredging shall be completed. 9. Releasing of water back in to the pond shall be done slowly, so that approximately 3/4 of the water flows through the bypass until the pond is full,to prevent dewatering of the stream and loss of fish life. 10. Upon completion of maintenance activities, all material used in the temporary bypass shall be removed from the site and the site returned to pre-project or improved conditions. 0 11. Due to interception of spawning gravels in the sediment basin, spawning gravels shall be supplemented in the fish channel downstream of the sediment basin, as determined to be necessary by the WDFW AHB at the time of each sediment basin maintenance dredging. During the April 29,2003 site review,the WDFW AHB determined that 25 cubic yards of spawning size gravels need to be added to the channel downstream of the sediment pond. Fifteen to twenty cubic yards of this material shall be added downstream of the flow splitter in the pools downstream of the log weirs. 12. The permittee shall capture and safely move food fish,game fish, and other fish life from the job site. The permittee shall have fish capture and transportation equipment ready and on the job site. Captured fish shall be immediately and safely transferred to free-flowing water downstream of the project site. The permittee may request WDFW assist in capturing and safely moving fish life from the job site to free-flowing water, and assistance may be granted if personnel are available. 13. Any device used for diverting water from a fish-bearing stream shall be equipped with a fish guard to prevent passage of fish into the diversion device pursuant to RCW 77.55.040. The pump intake shall be screened with 1/8-inch mesh to prevent fish from entering the system. The screened intake shall consist of a facility with enough surface area to ensure that the velocity through the screen is less than 0.4 feet per second. Screen maintenance shall be adequate to prevent injury or entrapment to juvenile fish and the screen shall remain in place whenever water is withdrawn from the stream through the pump intake. 14. Dredged streambed materials shall be disposed of upland so they will not re-enter state waters. 15. Equipment shall be operated to minimize turbidity. During excavation, each pass with the bucket shall be complete. Dredged material shall not be stockpiled in the stream. 16. Dredging shall be accomplished by starting at the upstream end of the project boundary and working downstream. 17. If at any time,as a result of project activities, fish are observed in distress,a fish kill occurs,or water quality problems develop(including equipment leaks or spills),operations shall cease and WDFW at(360) 534-8233 and Washington Department of Ecology at(425)649-7000 shall be contacted immediately. Work shall not resume until further approval is given by WDFW. Page 2 of 4 HYDRAULIC PROJECT APPROVAL State of Washington Departmnt Of RCW 77.55.100-appeal pursuant to Chapter 34.05 RCW Department of Fish and Wildlife Region 4 Office FISH and 16018 Mill Creek Boulevard WOLN Mill Creek,Washington 98012 DATE OF ISSUE: April 30, 2003 LOG NUMBER: ST-174720-03 18. Erosion control methods shall be used to prevent silt-laden water from flowing downstream. These may include,but are not limited to, straw bales, filter fabric,temporary sediment ponds, check dams of pea gravel-filled burlap bags or other material, and/or immediate mulching of exposed areas. 19. Prior to starting work,temporary filter fabric, straw bale, or pea gravel-filled burlap bag check dam(s) shall be installed downstream. Accumulated sediments shall be removed during the project and prior to removing the check dam(s)after completion of work. 20. All waste material such as construction debris, silt,excess dirt or overburden resulting from this project shall be deposited above the limits of flood water in an approved upland disposal site. 21. If high flow conditions that may cause siltation are encountered during this project,work shall stop until the flow subsides. 22. Extreme care shall be taken to ensure that no petroleum products,hydraulic fluid, fresh cement, sediments, sediment- laden water,chemicals, or any other toxic or deleterious materials are allowed to enter or leach into downstream state waters. SEPA: DNS by City of Renton final on February 1996. APPLICATION ACCEPTED: April 29,2003 ENFORCEMENT OFFICER: Boone 030 [P2] ��--- for Director Larry Fisher (425)649-7042 WDFW Area Habitat Biologist cc: WDFW,Burns GENERAL PROVISIONS This Hydraulic Project Approval(HPA)pertains only to the provisions of the Fisheries Code(RCW 77.55). Additional authorization from other public agencies may be necessary for this project. This HPA shall be available on the job site at all times and all its provisions followed by the permittee and operator(s)performing the work. This HPA does not authorize trespass. The person(s)to whom this HPA is issued may be held liable for any loss or damage to fish life or fish habitat which results from failure to comply with the provisions of this HPA. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day or a gross misdemeanor charge,possibly punishable by fine and/or imprisonment. Page 3 of 4 HYDRAULIC PROJECT APPROVAL State of Washington Of RCW 77.55.100-appeal pursuant to Chapter 34.05 RCW Department of Fish and Wildlife DepwtmntRegion 4 Office FISHwd 16018 Mill Creek Boulevard W.DLYN Mill Creek,Washington 98012 DATE OF ISSUE: A1261 30, 2003 LOG NUMBER: ST-F4720-03 All HPAs issued pursuant to RCW 77.55.100 are subject to additional restrictions,conditions or revocation if the Department of Fish and Wildlife determines that new biological or physical information indicates the need for such action. The permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All HPAs issued pursuant to RCW 77.55.103 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the permittee: PROVIDED HOWEVER,that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 77.55.130. APPEALS-GENERAL INFORMATION IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAULIC PROJECT APPROVAL, THERE ARE INFORMAL AND FORMAL APPEAL PROCESSES AVAILABLE. A. INFORMAL APPEALS(WAC 220-110-340)OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.100, 77.55.103,77.55.106,AND 77.55.160: A person who is aggrieved or adversely affected by the following Department actions may request an informal review of: (A) The denial or issuance of a HPA,or the conditions or provisions made part of a HPA;or (B) An order imposing civil penalties. It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are resolved at this level,but if not,you may elevate your concerns to his/her supervisor. A request for an INFORMAL REVIEW shall be in WRITING to the Department of Fish and Wildlife,600 Capitol Way North,Olympia,Washington 98501-1091 and shall be RECEIVED by the Department within 30-days of the denial or issuance of a HPA or receipt of an order imposing civil penalties. The 30-day time requirement may be stayed by the Department if negotiations are occurring between the aggrieved party and the Area Habitat Biologist and/or his/her supervisor. The Habitat Protection Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or its designee. If you are not satisfied with the results of this informal appeal,a formal appeal may be filed. B. FORMAL APPEALS(WAC 220-110-350)OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.100 OR 77.55.106: A person who is aggrieved or adversely affected by the following Department actions may request an formal review of: (A) The denial or issuance of a HPA,or the conditions or provisions made part of a HPA; (B) An order imposing civil penalties;or (C) Any other"agency action" for which an adjudicative proceeding is required under the Administrative Procedure Act, Chapter 34.05 RCW. A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and Wildlife,600 Capitol Way North, Olympia,Washington 98501-1091,shall be plainly labeled as "REQUEST FOR FORMAL APPEAL"and shall be RECEIVED DURING OFFICE HOURS by the Department within 30-days of the Department action that is being challenged. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal,the deadline for requesting a formal appeal shall be within 30-days of the date of the Department's written decision in response to the informal appeal. C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.103 or 77.55.160: A person who is aggrieved or adversely affected by the denial or issuance of a HPA,or the conditions or provisions made part of a HPA may request a formal appeal. The request for FORMAL APPEAL shall be in WRITING to the Hydraulic Appeals Board per WAC 259-04 at Environmental Hearings Office,4224 Sixth Avenue SE,Building Two-Rowe Six,Lacey,Washington 98504;telephone 360/459-6327. D. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS RESULTS IN FORFEITURE OF ALL APPEAL RIGHTS. IF THERE IS NO TIMELY REQUEST FOR AN APPEAL,THE DEPARTMENT ACTION SHALL BE FINAL AND UNAPPEALABLE. Page 4 of 4 HYDRAULIC PROJECT APPROVAL State of Washington DemlOf RCW 77.55.100-appeal pursuant to Chapter 34.05 RCW Department of Fish and Wildlife FJsgand Region 4 Office 16018 Mill Creek Boulevard W LIFE Mill Creek,Washington 98012 DATE OF ISSUE: July 16, 2002 LOG NUMBER: ST-174720-02 At the reauest of Gary Schimek on July 15,2002,this Hydraulic Proiect Approval(HPA),which now supersedes the previous HPA for this project, is a change of the original HPA issued June 19,2002. PERMITTEE AUTHORIZED AGENT OR CONTRACTOR City of Renton Surface Water Utility Not Applicable QECEIVErj ATTENTION:Gary Schimek 1 1055 South Grady Way-51h floor Renton,Washington 98055 JUL 19 205-2 I(4-'5)430-7205 i CIT)r UTILITY�M Ny I PROJECT DESCRIPTION: Maintenance of Permanent Fixed Fresh Water On Bed Natural Earth Gravel Channel Modification Dredging Bed Load Traps=>800 Cubic Yards PROJECT LOCATION: Maplewood Golf Course,4050 Maple Valley Highway,Renton, Washington # WRIA WATER BODY TRIBUTARY TO 1/4 SEC. SEC. TOWNSHIP RANGE COUNTY 1 08.0302 Maplewood Creek Cedar River sl�1' 15 23 North 05 East King PROVISIONS l. TIMING LIMITATIONS: The project may begin immediately and shall be completed by June 19,2007, provided that work below the ordinary high water line(OHWL) shall occur between June 15 and September 30, 2002 or between June 15 and September 15,2003 through 2006, unless otherwise approved by the Area Habitat Biologist(AHB). 2. Work shall be accomplished per plans and specifications entitled, "OPERATIONS AND MAINTENANCE MANUAL MAPLEWOOD CREEK SEDIMENT BASIN AND FISH CHANNEL", dated September 1999,and submitted to the Washington Department of Fish and Wildlife(WDFW), except as modified by this Hydraulic Proiect Approval. These plans reflect design criteria per Chapter 220-110 WAC. These plans reflect mitigation procedures to significantly reduce or eliminate impacts to fish resources. A copy of these plans shall be available on site during construction. 3. The sediment basin and fish channel shall be maintained by the City of Renton per RCW 77.55.060 to ensure continued, unimpeded fish passage. If the structure becomes a hindrance to fish passage,the City of Renton shall be responsible for obtaining an HPA and providing prompt repair. Financial responsibility for maintenance and repairs shall be that of the City of Renton. NOTE: At the time of the last MIDFW AHB inspection,there was a large angular rock which was installed by the City blocking fish passage midway between the sediment pond and flow splitter which needs to be altered so the block:kge is removed. 4. A temporary bypass to divert flow around the work area shall be in place prior to initiation of other work in the wetted perimeter. 5. A sandbag revetment or similar device shall be installed at the bypass inlet to divert the entire flow through the bypass. Page I of 4 HYDRAULIC PROJECT APPROVAL State of Washington Department Of RCW 77.55.100-appeal pursuant to Chapter 34.05 RCW Department of Fish and Wildlife Region 4 Office FJSHand 16018 Mill Creek Boulevard {fj] LIFE Mill Creek,Washington 98012 DATE OF ISSUE: July 16, 2002 LOG NUMBER: ST-F4720-02 6. A sandbag revetment or similar device shall be installed at the downstream end of the bypass to prevent backwater from entering the work area. 7. The bypass shall be of sufficient size to pass all flows and debris for the duration of the project. S. Prior to releasing the water flow to the project area, all dredging shall be completed. 9. Upon completion of maintenance activities, all material used in the temporary bypass shall be removed from the site and the site returned to pre-project or improved conditions. 10. Due to interception of spawning gravels in the sediment basin, spawning gravels shall be supplemented in the fish channel downstream of the sediment basin, as determined to be necessary by the WDFW AHB at the time of each sediment basin maintenance dredging. 11. The permittee shall capture and safely move food fish, game fish,and other fish life from the job site. The permittee shall have fish capture and transportation equipment ready and on the job site. Captured fish shall be immediately and safely transferred to free-flowing water downstream of the project site. The permittee may request WDFW assist in capturing and safely moving fish life from the job site to free-flowing water, and assistance may be granted if personnel are available. 12. Any device used for diverting water from a fish-bearing stream shall be equipped with a fish guard to prevent passage of fish into the diversion device pursuant to RCW 77.55.040. The pump intake shall be screened with 1/8-inch mesh to prevent fish from entering the system. The screened intake shall consist of a facility with enough surface area to ensure that the velocity through the screen is less than 0.4 feet per second. Screen maintenance shall be adequate to prevent injury or entrapment to juvenile fish and the screen shall remain in place whenever water is withdrawn from the stream through the pump intake. 13. Dredged streambed materials shall be disposed of upland so they will not re-enter state waters. 14. Equipment shall be operated to minimize turbidity. During excavation, each pass with the bucket shall be complete. Dredged material shall not be stockpiled in the stream. 15. Dredging shall be accomplished by starting at the upstream end of the project boundary and working downstream. 16. If at any time, as a result of project activities, fish are observed in distress, a fish kill occurs, or water quality problems develop(including equipment leaks or spills), operations shall cease and WDFW at(360) 534-8233 and Washington Department of Ecology at(425) 649-7000 shall be contacted immediately. Work shall not resume until further approval is given by WDFW. 17. Erosion control methods shall be used to prevent silt-laden water from flowing downstream. These may include,but are not limited to, straw bales, filter fabric,temporary sediment ponds, check dams of pea gravel-filled burlap bags or other material,and/or immediate mulching of exposed areas. 18. Prior to starting work,temporary filter fabric, straw bale, or pea gravel-filled burlap bag check dam(s)shall be installed downstream. Accumulated sediments shall be removed during the project and prior to removing the check dam(s)after completion of work. Page 2 of 4 HYDRAULIC PROJECT APPROVAL State of Washington into( RCW 77.55.100- appeal pursuant to Chapter 34.05 RCW Department of Fish and Wildlife Region 4 Office FISHand 16018 Mill Creek Boulevard �.D Mill Creek,Washington 98012 DATE OF ISSUE: July 16, 2002 LOG NUMBER: ST-F4720-02 19. All waste material such as construction debris, silt, excess dirt or overburden resulting from this project shall be deposited above the limits of flood water in an approved upland disposal site. 20. If high flow conditions that may cause siltation are encountered during this project, work shall stop until the flow subsides. 21. Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid, fresh cement, sediments, sediment- laden water, chemicals, or any other toxic or deleterious materials are allowed to enter or leach into downstream state waters. SEPA: DNS by City of Renton final on February 1996. APPLICATION ACCEPTED: July 15, 2002 ENFORCEMENT OFFICER: Boone 030 [P2] for Director Larry Fisher (425)649-7042 WDFW Area Habitat Biologist cc: WDFW, Burns, Oppermann GENERAL PROVISIONS This Hydraulic Project Approval (HPA)pertains only to the provisions of the Fisheries Code(RCW 77.55). Additional authorization from other public agencies may be necessary for this project. This HPA shall be available on the job site at all times and all its provisions followed by the permittee and operator(s)performing the work. This HPA does not authorize trespass. The person(s)to whom this HPA is issued may be held liable for any loss or damage to fish life or fish habitat which results from failure to comply with the provisions of this HPA. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment. All HPAs issued pursuant to RCW 77.55.100 are subject to additional restrictions, conditions or revocation if the Department of Fish and Wildlife determines that new biological or physical information indicates the need for such action. The permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All HPAs issued pursuant to RCW 77.55.103 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the permittee: PROVIDED HOWEVER,that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 77.55.130. Page 3 of 4 HYDRAULIC PROJECT APPROVAL State of Washington Dentof RCW 77.55.100- appeal pursuant to Chapter 34.05 RCW Department of Fish and Wildlife Ffsgand Region 4 Office 16018 Mill Creek Boulevard FWOLIFE Mill Creek,Washington 98012 DATE OF ISSUE: .lulu 16, 2002 LOG NUMBER: ST-F4720-02 APPEALS-GENERAL INFORMATION IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAULIC PROJECT APPROVAL, THERE ARE INFORMAL AND FORMAL APPEAL PROCESSES AVAILABLE. A. INFORMAL APPEALS (WAC 220-110-340)OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.100, 77.55.103,77.55.106,AND 77.55.160: A person who is aggrieved or adversely affected by the following Department actions may request an informal review of: (A) The denial or issuance of a HPA_ or the conditions or provisions made hart of a HPA;or (B) An order imposing civil penalties. It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are resolved at this level,but if not,you may elevate your concerns to his/her supervisor. A request for an INFORMAL REVIEW shall be in WRITING to the Department of Fish and Wildlife,600 Capitol Way North,Olympia, Washington 98501-1091 and shall be RECEIVED by the Department within 30-days of the denial or issuance of a HPA or receipt of an order imposing civil penalties. The 30-day time requirement may be stayed by the Department if negotiations are occurring between the aggrieved party and the Area Habitat Biologist and/or his/her supervisor. The Habitat Protection Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or its designee. If you are not satisfied with the results of this informal appeal,a formal appeal may be filed. B. FORMAL APPEALS(WAC 220-110-350)OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.100 OR 77.55.106: A person who is aggrieved or adversely affected by the following Department actions may request an formal review of: (A) The denial or issuance of a HPA,or the conditions or provisions made part of a HPA; (B) An order imposing civil penalties;or (C) Any other"agency action" for which an adjudicative proceeding is required under the Administrative Procedure Act, Chapter 34.05 RCW. A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and Wildlife,600 Capitol Way North, Olympia, Washington 98501-1091, shall be plainly labeled as "REQUEST FOR FORMAL APPEAL"and shall be RECEIVED DURING OFFICE HOURS by the Department within 30-days of the Department action that is being challenged. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal,the deadline for requesting a formal appeal shall be within 30-days of the date of the Department's written decision in response to the informal appeal. C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.103 or 77.55.160: A person who is aggrieved or adversely affected by the denial or issuance of a HPA,or the conditions or provisions made part of a HPA may request a formal appeal. The request for FORMAL APPEAL shall be in WRITING to the Hydraulic Appeals Board per WAC 259-04 at Environmental Hearings Office,4224 Sixth Avenue SE, Building Two-Rowe Six,Lacey,Washington 98504;telephone 360/459-6327. D. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS RESULTS IN FORFEITURE OF ALL APPEAL RIGHTS. IF THERE IS NO TIMELY REQUEST FOR AN APPEAL,THE DEPARTMENT ACTION SHALL BE FINAL AND UNAPPEALABLE. Page 4 of 4 HYDRAULIC PROJECT APPROVAL State of Washington DtWount of RCW 77.55.100- appeal pursuant to Chapter 34.05 RCW Department of Fish and Wildlife F,lsg and Region 4 Office FISE 16018 Mill Creek Boulevard RECEIVEDMill Creek,Washington 98012 DATE OF ISSUE: June 19, 2002 J U N 2 12002 LOG NUMBER: ST-F4720-01 CITY OF RENTON UTILITY SYSTEMS PERMITTEE AUTHORIZED AGENT OR CONTRACTOR City of Renton Surface Water Utility Not Applicable ATTENTION: Gary Schimek 1055 South Grady Way- 5"floor Renton, Washington 98055 425)430-7205 PROJECT DF.SCRFPTI101`:: lv?ahiterance of Pormanent Fixed F-. sh Water On Bed Natural Earth Gravel Channel Modification Dredging Bed Load Traps=> 800 Cubic Yards PROJECT LOCATION: Maplewood Golf Course,4050 Maple Valley Highway, Renton, Washington # WRIA WATER BODY TRIBUTARY TO 1/4 SEC. SEC. TOWNSHIP RANGE COUNTY 1 08.0302 Maplewood Creek Cedar River SW 15 23 North 05 East King PROVISIONS 1. TIMING LIMITATIONS: The project may begin immediately and shall be completed by June 19,2007, provided that work below the ordinary high water line(OHWL) shall occur between June 15 and September 15, unless otherwise approved by the Area Habitat Biologist(AHB). 2. Work shall be accomplished per plans and specifications entitled,"OPERATIONS AND MAINTENANCE MANUAL MAPLEWOOD CREEK SEDIMENT BASIN AND FISH CHANNEL", dated September 1999, and submitted to the Washington Department of Fish and Wildlife(WDFW),except as modified by this Hydraulic Project Approval. These plans reflect design criteria per Chapter 220-110 WAC. These plans reflect mitigation procedures to significantly reduce or eliminate impacts to fish resources. A copy of these plans shall be available on site during construction. 3. The sediment basin and fish channel shall be maintained by the City of Renton per RCW 77.55.060 to ensure continued, unimpeded fish passage. If the structure becomes a hindrance to fish passage,the City of Renton shall be responsible for obtaining an HPA and providing prompt repair. Financial responsibility for maintenance and repairs shall be that of the City of Renton. NOTE: At the time of the last WDFW AHB inspection,there was a large angular rock which was installed by the City blocking fish passage midway between the sediment pond and flow splitter which needs to be altered so the blockage is removed. 4. A temporary bypass to divert flow around the work area shall be in place prior to initiation of other work in the wetted perimeter. 5. A sandbag revetment or similar device shall be installed at the bypass inlet to divert the entire flow through the bypass. 6. A sandbag revetment or similar device shall be installed at the downstream end of the bypass to prevent backwater from entering the work area. Page 1 of 4 HYDRAULIC PROJECT APPROVAL State of Washington a,arbunta RCW 77.55.100-appeal pursuant to Chapter 34.05 RCW Department of Fish and Wildlife FISHwd Region 4 Office 1VIL L s 16018 Mill Creek Boulevard Mill Creek,Washington 98012 DATE OF ISSUE: June 19 2002 LOG NUMBER: ST-174720-01 7. The bypass shall be of sufficient size to pass all flows and debris for the duration of the project. 8. Prior to releasing the water flow to the project area, all dredging shall be completed. 9. Upon completion of maintenance activities, all material used in the temporary bypass shall be removed from the site and the site returned to pre-project or improved conditions. 10. Due to interception of spawning gravels in the sediment basin, spawning gravels shall be supplemented in the fish channel downstream of the sediment basin, as determined to be necessary by the WDFW AHB at the time of each sediment basin maintenance dredging. 11. The permittee shall capture and safely move food fish, game fish,and other fish life from the job site. The permittee shall have fish capture and transportation equipment ready and on the job site. Captured fish shall be immediately and safely transferred to free-flowing water downstream of the project site. The permittee may request WDFW assist in capturing and safely moving fish life from the job site to free-flowing water, and assistance may be granted if personnel are available. 12. Any device used for diverting water from a fish-bearing stream shall be equipped with a fish guard to prevent passage of fish into the diversion device pursuant to RCW 77.55.040. The pump intake shall be screened with 1/8-inch mesh to prevent fish from entering the system. The screened intake shall consist of a facility with enough surface area to ensure that the velocity through the screen is less than 0.4 feet per second. Screen maintenance shall be adequate to prevent injury or entrapment to juvenile fish and the screen shall remain in place whenever water is withdrawn from the stream through the pump intake. 13. Dredged streambed materials shall be disposed of upland so they will not re-enter state waters. 14. Equipment shall be operated to minimize turbidity. During excavation, each pass with the bucket shall be complete. Dredged material shall not be stockpiled in the stream. 15. Dredging shall be accomplished by starting at the upstream end of the project boundary and working downstream. 16. If at any time, as a result of project activities, fish are observed in distress, a fish kill occurs, or water quality problems develop(including equipment leaks or spills), operations shall cease and WDFW at(360) 534-8233 and Washington Department of Ecology at(425)649-7000 shall be contacted immediately. Work shall not resume until further approval is given by WDFW. 17. Erosion control methods shall be used to prevent silt-laden water from flowing downstream. These may include, but are not limited to, straw bales, filter fabric, temporary sediment ponds, check dams of pea gravel-filled burlap bags or other material, and/or immediate mulching of exposed areas. 18. Prior to starting work, temporary filter fabric, straw bale, or pea gravel-filled burlap bag check dam(s)shall be installed downstream. Accumulated sediments shall be removed during the project and prior to removing the check dam(s)after completion of work. 19. All waste material such as construction debris, silt, excess dirt or overburden resulting from this project shall be deposited above the limits of flood water in an approved upland disposal site. Page 2 of 4 HYDRAULIC PROJECT APPROVAL State of Washington Department OfRCW 77.55.100-appeal pursuant to Chapter 34.05 RCW Department of Fish and Wildlife Region 4 Office FISH and 16018 Mill Creek Boulevard WULN Mill Creek,Washington 98012 DATE OF ISSUE: June 19, 2002 LOG NUMBER: S'f-F4720-01 20. If high flow conditions that may cause siltation are encountered during this project, work shall stop until the flow subsides. 21. Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid, fresh cement, sediments, sediment- laden water, chemicals, or any other toxic or deleterious materials are allowed to enter or leach into downstream state waters. SEPA: DNS by City of Renton final on February 1996. APPLICATION ACCEPTED: June 17. 2002 ENFORCEMENT OFFICER: Boone 030 [P2] for Director Larry Fisher (425) 649-7042 WDFW Area Habitat Biologist cc: W DIF W, Burns, Oppermann GENERAL PROVISIONS This Hydraulic Project Approval(HPA)pertains only to the provisions of the Fisheries Code(RCW 77.55). Additional authorization from other public agencies may be necessary for this project. This HPA shall be available on the job site at all times and all its provisions followed by the permittee and operator(s)performing the work. This HPA does not authorize trespass. The person(s)to whom this HPA is issued may be held liable for any loss or damage to fish life or fish habitat which results from failure to comply with the provisions of this HPA. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment. All HPAs issued pursuant to RCW 77.55.100 are subject to additional restrictions,conditions or revocation if the Department of Fish and Wildlife determines that new biological or physical information indicates the need for such action. The permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All HPAs issued pursuant to RCW 77.55.103 may be modified by the Department of Fish and Wildlife:due to changed conditions after consultation with the permittee: PROVIDED HOWEVER,that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 77.55.130. Page 3 of 4 HYDRAULIC PROJECT APPROVAL State of Washington RCW 77.55.100-appeal pursuant to Chapter 34.05 RCW Department of Fish and Wildlife n � �OfRegion 4 Office FT$gand 16018 Mill Creek Boulevard WDUFIS Mill Creek,Washington 98012 DATE OF ISSUE: June 19, 2002 LOG NUMBER: ST-F4720-01 APPEALS-GENERAL INFORMATION IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAULIC PROJECT APPROVAL, THERE ARE INFORMAL AND FORMAL APPEAL PROCESSES AVAILABLE. A. INFORMAL APPEALS(WAC 220-110-340)OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.100, 77.55.103,77.55.106,AND 77.55.160: A person who is aggrieved or adversely affected by the following Department actions may request an informal review of: (.A) The denial or issuance of a HPA,or the conditions or provisions made part of a HPA;or (B) An order imposing civil penalties. It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are resolved at this level,but if not,you may elevate your concerns to his/her supervisor. A request for an INFORMAL REVIEW shall be in WRITING to the Department of Fish and Wildlife,600 Capitol Way North,Olympia,Washington 98501-1091 and shall be RECEIVED by the Department within 30-days of the denial or issuance of a HPA or receipt of an order imposing civil penalties. The 30-day time requirement may be stayed by the Department if negotiations are occurring between the aggrieved party and the Area Habitat Biologist and/or his/her supervisor. The Habitat Protection Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or its designee. If you are not satisfied with the results of this informal appeal,a formal appeal may be filed. B. FORMAL APPEALS(WAC 220-110-350)OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.100 OR 77.55.106: A person who is aggrieved or adversely affected by the following Department actions may request an formal review of: (A) The denial or issuance of a HPA,or the conditions or provisions made part of a HPA; (B) An order imposing civil penalties;or (C) Any other"agency action" for which an adjudicative proceeding is required under the Administrative Procedure Act, Chapter 34.05 RCW. A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and Wildlife,600 Capitol Way North, Olympia,Washington 98501-1091,shall be plainly labeled as"REQUEST FOR FORMAL APPEAL" and shall be RECEIVED DURING OFFICE HOURS by the Department within 30-days of the Department action that is being challenged. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal,the deadline for requesting a formal appeal shall be within 30-days of the date of the Department's written decision in response to the informal appeal. C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.103 or 77.55.160: A person who is aggrieved or adversely affected by the denial or issuance of a HPA,or the conditions or provisions made part of a HPA may request a formal appeal. The request for FORMAL APPEAL shall be in WRITING to the Hydraulic Appeals Board per WAC 259-04 at Environmental Hearings Office,4224 Sixth Avenue SE,Building Two-Rowe Six,Lacey,Washington 98504;telephone 360/459-6327. TIME PERIODS RESULTS IN FORFEITURE F ALL APPEAL D. FAILUE IGHTSOTHERE IS NO TIMELY APPEAL WITHIN EREQUEST DFO AN APPEAL,HE DEPARTMENT ACTION SHALL BE FINAL R . IF AND UNAPPEALABLE. Page 4 of 4 G _2 � - o2 DEPARTMENT OF THE ARMY SEATTLE DISTRICT,CORPS OF ENGINEERS P.O. BOX 3755 SEATTLE,WASHINGTON 98124-3755 REPLY TO ,SUN 2 g 2007 ATTENTION OF Regulatory Branch tit. . G1TY OY R gNOS V71_ Mr. Render Denson Tetra Tech/KCM, Inc. 1917 First Avenue Seattle, Washington 98101-1027 Reference: 2002-4-00606 Renton, City of Dear Mr. Denson: I reviewed the application submitted on behalf of the City of Renton for a Department of the Army(DA)permit to perform maintenance within the Maplewood Creek sedimentation pond in Maplewood Creek at Renton, Washington. The permit application indicated that minor amounts of fill material might be utilized to restore channel banks and reinforce the High/Low Flow Splitter. In a letter dated June 24, 2002, you indicated that the proposed work has been revised to include only the excavation of excess sediments. The City of Renton is no longer planning to restore banks or reinforce any structures within the sedimentation pond and no fill material would be placed in waters of the United States. Because fill material will not be placed into waters of the United States and the method of sediment excavation includes clean excavation with a clamshell or backhoe (considered incidental fallback),the Corps has no jurisdiction over the proposed project. Accordingly,the application is canceled. A copy of this letter is also being furnished to the City of Renton Surface Water Utility, ATTN: Mr. Gary Schimek, 1055 South Grady Way, 5`h Floor, Renton, Washington, 98055. If you have any questions, please contact the project manager, Ms. Suzanne Skadowski, at telephone (206) 764-6984. Sincerely, Gail Terzi, EUeviewS nalyst Application Sent by: KCM 2064435372; 07/01 /02 1 0:22AM;Je 1&_#499;Paae 1 /1 � -2S-d2 1 1, DEPARTMENT OF THE ARMY SEATTLE DISTRICT, CORPS OF ENGINEERS P.O. BOX 3755 SEATTLE, WASHINGTON 90124-2255 TC T NT, O 5 M2 A Y 1 h TCON o III �' CN b Regulatory Branch JUN 2 7 26o2 S — QWA��s�p� i Mr. Render Denson Tetra Tech/KCM, Inc. 1917 First Avenue Seattle, Washington 98101-1027 Reference: 2002-4-00447 Renton, City of Dear Mr. Denson: Thank you for your letter dated .tune 24,2002, concerning the referenced project proposed by the City of Renton. The work is for maintenance of the Northeast 43Td Street stormwater system. The permit application indicated that minor amounts of fill material might be utilized to stabilize channel banks and culvert headworks. Your June 24, 2002 letter clarified that the work has been revised to only include the excavation of excess sediments. The City of Renton is no longer planning to restore banks or reinforce any structures within the sediment ponds and no fill material would be placed in waters of the United States. Because fill material will not be placed into waters of the United States, the U.S. Army Corps of Engineers has no jurisdiction over this project. Accordingly, the application is canceled. If you have any questions, please contact me at telephone (206) 764-6906. Sincerely, �4 z Z/& kGall Terzi, Environmental Analyst Application Review Section Post-it"Fax Note 7671 Oats JC44 0 pe9oi��- 7o B SC H I /L From Co/Dept. Co. i Phone tt Phone �s- Fax# T— F9x tt 7'1 4 4 S 4110� CITY OF RENTON R Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June 7, 2002 Alice Kelly Department of Ecology Northwest Region 3190 - 160th Avenue S.E. Bellevue, WA 98008-5452 SUBJECT: MAPLEWOOD CREEK SEDIMENTATION POND -JARPA SUBMITTAL Dear Alice: Please find enclosed a completed JAR-PA form for the Maplewood Creek Sedimentation Pond Maintenance Program. An Operations and Maintenance (O&M) Manual is also included as the supporting technical document. Please contact me at 425-430-7205 if you have any question. Sincerely, Gary himek Project Manager 1055 South Grady Way-Renton,Washington 98055 R E N T O N ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE AGENCY USE ONLY s ' • Agency Reference# Date Received: Circulated by: (local govt.or agency) JOINT AQUATIC RESOURCES PERMIT APPLICATION FORM (DARPA) (for use in Washington State) PLEASE TYPE OR PRINT IN BLACK INK ❑ I am applying for a Fish Habitat Enhancement Project per requirements of RCW 75.20.350. You must submit a copy of this completed JARPA application form, and the (Fish Habitat Enhancement DARPA Addition) to your local Government Planning Department and Washington Department of Fish & Wildlife Area Habitat Biologist on the same day. NOTE: LOCAL GOVERNMENTS—You must submit any comments on these projects to WDFW within 15 working day Based on the instructions provided, I am sending copies of this application to the following: (check all that apply) ❑ Local Government for shoreline: ❑ Substantial Development ❑ Conditional Use ❑Variance ❑ Exemption ❑ Revision ❑ Floodplain Management ❑Critical Areas Ordinance El Washington Department of Fish and Wildlife for HPA(Submit 3 copies to WDFW Region) El Washington Department of Ecology for 401 Water Quality Certification Nationwide Permits(to Regional office-Federal Permit Unit) ❑ Washington Department of Natural Resources for Aquatic Resources Use Authorization Notification El Corps of Engineers for: O Section 404 ❑ Section 10 permit ❑ Coast Guard for Section 9 Bridge Permit ❑ US Fish&Wildlife Service or National Marine Fisheries Service for Endangered Species Act(ESA)Consultation SECTION A-Use for all permits covered by this application. Be sure to ALSO complete Section C(Signature Block)for all permit applications. 1.APPLICANT City of Renton—Surface Water Utility,Gary Schimek MAILING ADDRESS 1055 S.Grady Way 5th Floor,Renton,Washington 98055 WORK PHONE E-MAIL ADDRESS HOME PHONE FAX# (425)430-7205 GSchimek@ci.renton.wa.us N/A (425)430-7241 If an agent is acting for the applicant during the permit process,complete#2. 2.AUTHORIZED AGENT MAILING ADDRESS WORK PHONE E-MAIL ADDRESS HOME PHONE FAX# 3.RELATIONSHIP OF APPLICANT TO PROPERTY: ®OWNER ❑PURCHASER ❑LESSEE ®OTHER: Easement 980223-0513 with property owner of tax parcels 152305-9088 and 222305-9090. Easement allows repairing,replacing,enlarging, operating,and maintaining Maplewood Creek,provided 1-week notice given to property owner. 4.NAME,ADDRESS,AND PHONE NUMBER OF PROPERTY OWNER(S),IF OTHER THAN APPLICANT: Beulah E.McCarty,4012 Maple Valley Hwy,Renton,WA 98058,425-228-3487. 5_LOCATION(STREET ADDRESS,INCLUDING CITY,COUNTY AND ZIP CODE,WHERE PROPOSED ACTIVITY EXISTS OR WILL OCCUR) City of Renton Golf Course,Maplewood Golf Course,4050 Maple Valley Highway City of Renton,King Co.WA,98056 LOCAL GOVERNMENT WITH JURISDICTION(CITY OR COUNTY) City of Renton. WATERBODY TRIBUTARY OF WRIA# Maplewood Creek Cedar River 08-0302 /.SECTION SECTION TOWNSHIP RANGE GOVERNMENT LOT SHORELINE DESIGNATION SW/4 15 23N 5E NW'/4 22 N E'/4 21 LATITUDE&LONGITUDE IF KNOWN: ZONING DESIGNATION 47°28'06"N P-1,Public Use. The current 122°09'15"W Comprehensive Plan designation of the site is Rural Residential. TAX PARCEL NO: IDNR STREAM TYPE,IF KNOWN 1 Golf Course Tax Parcels,152305-9088,222305-9090 Cedar River is a DNR Type 1;Maplewood Creek is a DNR Type 2. t 2 6.DESCRIBE THE CURRENT USE OF THE PROPERTY,AND STRUCTURES EXISTING ON THE PROPERTY. IF ANY PORTION OF THE PROPOSED ACTIVITY IS ALREADY COMPLETED ON THIS PROPERTY,INDICATE MONTH AND YEAR OF COMPLETION. Nost of the property is currently used as a municipal golf course with a small portion single-family residential. A municipal well field has been developed within the gotf course. The single-family residence owns a surface water right to Maplewood Creek. Maplewood Creek flows from the northeast and receives runoff from surrounding development on the upper hillside. Within the Maplewood Creek Golf Course,the creek flows into the Sedimentation Basin and enters a fish ladder. The stream flows back into the creek channel for 280 feet until reaching the high/low flow splitter. At the high/low flow splitter the system separates into the main channel and the high flow channel. The high flow channel and splitter were constructed between August 1998 and February 1999 The main channel and high flow channel join east of Highway 169 then flow into the Cedar River via a WSDOT fish ladder constructed in 1994. IS THE PROPERTY AGRICULTURAL LAND? ❑YES 0 NO ARE YOU A USDA PROGRAM PARTICIPANT? ❑YES O NO 7a. DESCRIBE THE PROPOSED CONSTRUCTION AND/OR FILL WORK FOR THE PROJECT THAT YOU WANT TO BUILD THAT NEEDS AQUATIC PERMITS: COMPLETE PLANS AND SPECIFICATIONS SHOULD BE PROVIDED FOR ALL WORK WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE,INCLUDING TYPES OF EQUIPMENT TO BE USED. IF APPLYING FOR A SHORELINE PERMIT,DESCRIBE ALL WORK WITHIN AND BEYOND 200 FEET OF THE ORDINARY HIGH WATER MARK ATTACH A SEPARATE SHEET IF ADDITIONAL SPACE IS NEEDED. This application is intended to cover a 10-year period,from 2002 to 2012,of the operations and maintenance for the Maplewood Creek Sedimentation Basin and High/Low Flow Splitter. Maintenance activities will occur between June 16th and September 151h of the years where this work is necessary. It's estimated that maintenance would be required every 2-4 years. The work consists of routine maintenance of the existing Sedimentation Basin and the High/Low Flow Splitter. Work within the Sedimentation Basin will include removal of accumulated gravel and sediment. Work at the High/Low Flow Splitter will consist of the removal of accumulated gravel and sediment and adjustments of large rocks and woody debris that may hinder fish passage. The equipment used may include backhoe/excavator,hand tools,vactor truck and flushing pumps. A detailed Operations and Maintenance manual describing procedures for sediment removal is included for reference. Photographs of a sediment removal project at the Sedimentation Basin in September 1999 are included in the manual to document the minimal impact to the system. 7b. DESCRIBE THE PURPOSE OF THE PROPOSED WORK AND WHY YOU WANT OR NEED TO PERFORM IT AT THE SITE. PLEASE EXPLAIN ANY SPECIFIC NEEDS THAT HAVE INFLUENCED THE DESIGN. Flooding occurs in this area due to gradual loss of conveyance capacity. Deposition of sediment at the High/Low Flow Splitter changes the hydraulics of the splitter,causing high flows,erosion,and flooding in the high flow channel.Without sediment removal,the restored main channel could potential dry up.Transport of accumulated sediment increases total suspended solids(TSS)downstream. Periodic removal of sediment is required to maintain the function of the Sedimentation Basin and the High/Low Flow Splitter. 7c. DESCRIBE THE POTENTIAL IMPACTS TO CHARACTERISTIC USES OF THE WATER BODY. THESE USES MAY INCLUDE FISH AND AQUATIC LIFE,WATER QUALITY,WATER SUPPLY, RECREATION,and AESTHETICS. IDENTIFY PROPOSED ACTIONS TO AVOID,MINIMIZE,AND MITIGATE DETRIMENTAL IMPACTS,AND PROVIDE PROPER PROTECTION OF FISH AND AQUATIC LIFE. ATTACH A SEPARATE SHEET IF ADDITIONAL SPACE IS NEEDED. Increased sediment transport and turbidity may temporarily impact water quality during the maintenance of the Sedimentation Basin and High/Low Flow Splitter. The procedure described in the Operations and Maintenance manual uses reigorous BMP's and has worked successfully with minimal impact. The sedimentation basin was designed with a flow bypass system to allow runoff to be bypassed around the basin during maintenance work within the basin. PREPARATION OF DRAWINGS: SEE SAMPLE DRAWINGS AND GUIDANCE FOR COMPLETING THE DRAWINGS. ONE SET OF ORIGINAL OR GOOD QUALITY REPRODUCIBLE DRAWINGS MUST BEATTACHED. NOTE: APPLICANTS ARE ENCOURAGED TO SUBMIT PHOTOGRAPHS OF THE PROJECT SITE,BUT THESE DO NOT SUBSTITUTE FOR DRAWINGS. THE CORPS OF ENGINEERS AND COAST GUARD REQUIRE DRAWINGS ON 8-1/2 X 11 INCH SHEETS. LARGER DRAWINGS MAYBE REQUIRED BY OTHER AGENCIES. 8.WILL THE PROJECT BE CONSTRUCTED IN STAGES? O YES ❑NO PROPOSED STARTING DATE:2002(annually as required) ESTIMATED DURATION OF ACTIVITY:10 years 9.CHECK IF ANY STRUCTURES WILL BE PLACED: N/A ❑WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH OR TIDAL WATERS;AND/OR ❑WATERWARD OF MEAN HIGH WATER LINE IN TIDAL WATERS 10.WILL FILL MATERIAL(ROCK FILL,BULKHEAD,OR OTHER MATERIAL)BE PLACED: N/A ❑WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH WATERS? IF YES,VOLUME(CUBIC YARDS) /AREA (ACRES) ❑WATERWARD OF THE MEAN HIGHER HIGH WATER FOR TIDAL WATERS? IF YES,VOLUME(CUBIC YARDS) AREA (ACRES) 3 11.WILL MATERIAL BE PLACED IN WETLANDS? 0 YES O NO IF YES: A. IMPACTED AREA IN ACRES: N/A B. HAS A DELINEATION BEEN COMPLETED? IF YES,PLEASE SUBMIT WITH APPLICATION. ❑YES O NO C. HAS A WETLAND REPORT BEEN PREPARED? IF YES,PLEASE SUBMIT WITH APPLICATION. ❑YES ONO D. TYPE AND COMPOSITION OF FILL MATERIAL(E.G.,SAND,ETC.):NIA E. MATERIAL SOURCE:NIA F. LIST ALL SOIL SERIES(TYPE OF SOIL)LOCATED AT THE PROJECT SITE,&INDICATE IF THEY ARE ON THE COUNTY'S LIST OF HYDRIC SOILS.SOILS INFORMATION CAN BE OBTAINED FROM THE NATURAL RESOURCES CONSERVATION SERVICE(NRCS):N/A 12,WILL PROPOSED ACTIVfTY CAUSE FLOODING OR DRAINING OF WETLANDS? ❑YES OO NO IF YES,IMPACTED AREA IS ACRES. 13.WILL EXCAVATION OR DREDGING BE REQUIRED IN WATER OR WETLANDS? O YES ❑NO IF YES: A VOLUME: 800(CUBIC YARDS)/AREA 0.20(ACRES) B. COMPOSITION OF MATERIAL TO BE REMOVED:silts,sands and gravel C. DISPOSAL SITE FOR EXCAVATED MATERIAL: Excess soils may be stockpiled on the golf course and used for other landscaping purposes or taken to a permitted off-site disposal location by the contractor. D. METHOD OF DREDGING: Typical equipment used may consist of a backhoe/excavator,vactor truck and hand tools. 14.HAS THE STATE ENVIRONMENTAL POLICY ACT(SEPA)BEEN COMPLETED? ®YES ❑NO SEPA LEAD AGENCY:City of Renton SEPA DECISION: DNS,MDNS,EIS,ADOPTION,EXEMPTION DECISION DATE(END OF PERIOD):Feb/96 SUBMIT A COPY OF YOUR SEPA DECISION LETTER TO WDFW AS REQUIRED FOR A COMPLETE APPLICATION 15.LIST OTHER APPLICATIONS,APPROVALS,OR CERTIFICATIONS FROM OTHER FEDERAL,STATE OR LOCAL AGENCIES FOR ANY STRUCTURES,CONSTRUCTION,DISCHARGES,OR OTHER ACTIVITIES DESCRIBED IN THE APPLICATION(I.E.,PRELIMINARY PLAT APPROVAL,HEALTH DISTRICT APPROVAL,BUILDING PERMIT,SEPA REVIEW,FEDERAL ENERGY REGULATORY COMMISSION LICENSE(FERC),FOREST PRACTICES APPLICATION,ETC.)ALSO INDICATE WHETHER WORK HAS BEEN COMPLETED AND INDICATE ALL EXISTING WORK ON DRAWINGS. TYPE OF APPROVAL ISSUING AGENCY IDENTIFICATION DATE OF APPLICATION DATE APPROVED COMPLETED? NO. SEPA;="DNS City of Renton LUA;98= M `February,1996 Y6 Hydraulic Project Approval WDFW No Nationwide Permit USACOE No Water Quality Certification WDOE No No 16.HAS ANY AGENCY DENIED APPROVAL FOR THE ACTIVITY DESCRIBED HEREIN OR FOR ANY ACTIVITY DIRECTLY RELATED TO THE ACTIVITY DESCRIBED HEREIN? ❑YES EI NO IF YES,EXPLAIN: SECTION B-Use for Shoreline and Corps of Engineers permits o lY: 17.TOTAL COST OF PROJECT. THIS MEANS THE FAIR MARKET VALUE OF THE PROJECT,INCLUDING MATERIALS,LABOR,MACHINE RENTALS,ETC. 40,000 18.LOCAL GOVERNMENT WITH JURISDICTION: City of Renton 19.FOR CORPS,COAST GUARD,AND DNR PERMITS,PROVIDE NAMES,ADDRESSES,AND TELEPHONE NUMBERS OF ADJOINING PROPERTY OWNERS,LESSEES,ETC-. PLEASE NOTE: SHORELINE MANAGEMENT COMPLIANCE MAY REQUIRE ADDITIONAL NOTICE—CONSULT YOUR LOCAL GOVERNMENT. NAME ADDRESS PHONE NUMBER Beulah E.McCarty, 4012 Maple Valley Hwy,Renton,WA 98058 25-228-3487 4 SECTION C- This section MUST be completed for any permit covered by this application 0.APPLICATION IS HEREBY MADE FOR A PERMIT OR PERMITS TO AUTHORIZE THE ACTIVITIES DESCRIBED HEREIN. I CERTIFY THAT I AM FAMILIAR WITH THE INFORMATION CONTAINED IN THIS APPLICATION,AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF,SUCH INFORMATION IS TRUE,COMPLETE,AND CCURATE. I FURTHER CERTIFY THAT I POSSESS THE AUTHORITY TO UNDERTAKE THE PROPOSED ACTIVITIES. I HEREBY GRANT TO THE AGENCIES TO WHICH H:S APPLICATION IS MADE,THE RIGHT TO ENTER THE ABOVE-DESCRIBED LOCATION TO INSPECT THE PROPOSED,IN-PROGRESS OR COMPLETED WORK. I AGREE TO START WORK ONLY AFTER ALL NECESSARY PERMITS HAVE BEEN RECEIVED. SIGNATURE OF APPLICANT OR AUTHORIZED AGENT DATE I HEREBY DESIGNATE TO ACT AS MY AGENT IN MATTERS RELATED TO THIS APPLICATION FOR PERMIT(S). I UNDERSTAND THAT IF A FEDERAL PERMIT IS ISSUED, I MUST SIGN THE PERMIT. SIGNATURE OF APPLICANT DATE SIGNATURE OF LANDOWNER(EXCEPT PUBLIC ENTITY LANDOWNERS,E.G.DNR) DATE THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND THE AGENT,IF AN AUTHORIZED AGENT IS DESIGNATED. 18 U.S.0§1001 provides that: Whoever,in any manner within the jurisdiction of any department or agency of the United States knowingly falsifies,conceals,or covers up by any trick,scheme,or device a material fact or makes any false,fictitious,or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false,fictitious,or fraudulent statement or entry,shall be fined not more than$10,000 or imprisoned not more than S years or both. COMPLETED BY LOCAL OFFICIAL A. Nature of the existing shoreline. (Describe type,of shoreline, such as marine, stream, lake, lagoon,marsh, bog, swamp,flood plain,floodway, delta;type of beach, such as accretion, erosion, high bank, low bank, or dike; material such as sand,gravel, mud, clay, rock, riprap; and extent and type of bulkheading, if any:) B. In the event that any of the proposed buildings or structures will exceed a height of thirty-five feet above the average grade level, indicate the approximate location of and number of residential units,existing and potential;that will have an obstructed view: C. If the application involves a conditional use or variance, set forth in full that portion of the master program which provides that the proposed use may be a conditional use,or, in the of a variance,from which the variance is being sought: These Agencies are Equal Opportunity and Affirmative Action employers. For special accommodation needs,please contact the appropriate agency in the instructions. 5 WASHINGTON � JOINT AQUATIC RESOURCE PERMITS APPLICATION (JARPA) INSTRUCTIONS, SAMPLE DRAWINGS &AGENCY CONTACTS NOTE. DO NOT SUBMIT this Section with your application. This Joint Application may be used to apply for Hydraulic Project Approvals, Shoreline Management Permits,Approvals for Exceedance of Water Quality Standards,Water Quality Certifications, Coast Guard Bridge Permits, Department of Natural Resources Use Authorization, and Army Corps of Engineers Permits. You must submit readable copies of the completed application form together with detailed drawings,prepared in accordance with the drawing guidance to the appropriate agencies. When applying, you do NOT need to send copies of the instructions. Remember,depending on the type of project you are proposing,other permits may be required that are not covered by this application. Use the following list to determine which permits to apply for. Your project may require some or all of these permits. If you have trouble deciding which permits you need, please contact the appropriate agency for questions. Agency telephone numbers are attached. IF ANY OF THE BOXED ITEMS LISTED UNDER A PERMIT TITLE BELOW APPLY TO YOUR PROJECT,THEN YOU MUST CHECK THE BOX FOR THAT PERMIT ON THE TOP OF PAGE ONE OF THE JARPA FORM. Complete Sections A&C for any of the permits listed below. Also complete Section B for Shoreline and Army Corps of Engineers permits. Detailed drawings are required for any of these permits(see attached drawing guidelines for drawing requirements). ❑ Hydraulic Project Approval from the Department of Fish and Wildlife under 75.20 RCW is required if your project includes construction or other work,that: • will use,divert,obstruct,or change the natural flow or bed of any fresh or salt water of the state. This includes all construction or other work waterward and over the ordinary high water line, including dry channels, and may include projects landward of the ordinary high water line(e.g., activities outside the ordinary high water line that will directly impact fish life and habitat,falling trees into streams or lakes,etc.). ❑ Shoreline Substantial Development, Conditional Use,Variance Permit, or Exemption from Local Government(under the Shoreline Management Act,90.58 RCW;)required for work or activity in the 100-year floodplain, or within 200 feet of the ordinary high water mark of Shorelines of the State(check with your local government); and which includes any one of the following: • dumping; • drilling; • dredging; • filling; placement or alteration of structures(whether temporary or permanent); or • any activity which substantially interferes with normal public use of the waters regardless of cost. ❑ Floodplain Management Permits and/or Critical Areas Ordinances review by Local Government for: • work in frequently flooded areas,geologically unstable areas,wildlife habitats, aquifer recharge areas,and wetlands. ❑ Section 401 Water Quality Certification from your Department of Ecology Regional office under 33 USC§ 1341 is needed when a federal approval is required for a project, including the following: • Corps of Engineers Nationwide Permit or Industrial Permit--Send to Ecology's Regional Federal Permits Unit; in the Regional Office; • FERC hydropower license--Attach FERC exhibit E and send to Ecology's Water Resources Program; and ❑ Aquatic Resources Use Authorization Notification from the Department of Natural Resources is required if your project: • is on,crosses,or impacts the bedlands,tidelands or shorelands of a navigable water. ❑ Section 404 Permit from the Corps of Engineer under 33 USC§ 1344 is required if your project includes: • placement of dredged or fill material waterward of the ordinary high water mark,or the mean higher high tide line in tidal areas, in waters of the United States, including wetlands; 1 • mechanized land clearing and sidecasting in waters of the United States, including wetlands. • Endangered Species Act(ESA) Consultation ❑ Section 10 Permit from the Corps of Engineer is required for: • any work in or affecting navigable waters of the United States(e.g.,floats, piers,docks, dredging, excavation, piling, buoys, overhead power lines, etc.). ❑ Section 9 Permit from the Coast Guard is required for: • construction of a new bridge or modification to an existing bridge over a navigable waterway. USEFUL DEFINITIONS The following definitions are presented to help applicants in completing the JARPA. They may not necessarily represent specific language from the laws implemented through JARPA. Ordinary High Water Mark or Line means the visible line on the banks where the presence and action of waters are so common as to leave a mark upon the soil or vegetation: Provided, that in any area where the ordinary high water line cannot be found the ordinary high water line adjoining saltwater shall be the line of mean higher high water and the ordinary high water line adjoining freshwater shall be the elevation of the mean annual flood. Mean Lower Low is the 0.0 tidal elevation, determined by averaging each day's lowest tide at a particular location over a period of 19 years.It is the tidal datum for vertical tidal references in the salt water area. Mean High Water and Mean Higher High Water Tidal Elevations at any specific location can be found in tidal benchmark data compiled by the United States Department of Commerce, Environmental Science Services Administration, Coast and Geodetic Survey, dated January 24, 1979. This information can be obtained from the Corps of Engineers at(206)764-3495. The determination of tidal elevation is obtained by averaging each day's highest tide at a particular location over a period of 19 years, measured from mean lower low water,which equals 0.0 tidal elevation. Shorelands or shoreland areas means those lands extending landward for two hundred feet in all directions as measured on a horizontal plane from the ordinary high water mark;floodways and contiguous floodplain areas landward two hundred feet from such floodways; and all wetlands and river deltas associated with the streams, lakes, and tidal waters which are subject to the provisions of 90.58 RCW. Shorelines means all water areas of the state, including reservoirs, and their associated wetlands,together with the lands underlying them, except stream segments upstream of the point where mean annual flow is less than 20 cubic feet per second, and lakes less than 20 acres in size. Wetlands means areas that are inundated or saturated by surface water or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas. Bridge means any structure including pipelines and conveyor belts,which transports traffic or materials across a navigable water. Aquatic Tidelands means the area between the ordinary high tide line and extreme low tide line, unless otherwise established. Aquatic Shorelands means the shore areas of non-tidal navigable lakes or rivers between the ordinary high water line and the line of navigability unless otherwise established. Aquatic Bedlands means the area waterward of and below the line of navigability on non-tidal rivers and lakes, or below the extreme low tide mark in navigable tidal waters, or below the outer harbor line where a harbor has been created. Nationwide Permit issued by the Corps of Engineers for projects with minimal impacts. For a complete packet of nationwide permits and application information, contact the Corps Regulatory branch at(206) 764-3495. 2 GUIDANCE FOR COMPLETION OF DRAWINGS General Information. Three types of illustrations are needed to properly depict the proposed activity: Vicinity Map, Plan View, and Cross-Sectional View. Drawings to scale should be prepared using clear printing, black ink, and the fewest number of sheets possilde. Include the scale. The importance of clear accurate drawings cannot be overstated. At a minimum, drawings must contain the following information; other information may be required depending on project type. If you have questions regarding completing the drawings,call the appropriate agency. 1.Vicinity Map. A copy of a county or city road map, or a U.S. Geological Survey topographic map may be used. Include: a. North arrow. b. Name of waterbody(and river mile if appropriate). C. Location of the proposed activity(indicate with a circle, arrow,X, or similar symbol). d. Provide latitude and longitude of the site to the nearest second. e. Provide directions to the site. 2. Plan View. This drawing illustrates the proposed project area as if you were looking down at the site from overhead. a. North arrow. b. Name of waterbody and direction of water flow. C. Location of existing shoreline. Tidal Waters: Show the Ordinary High, Mean High, Mean Low, Mean Higher High,and Mean Lower Low Water Marks or Lines, and/or wetland boundaries. Indicate elevation above datum. Non-tidal waters: Show the Ordinary High Water Mark or Line, Meander Line,and/or wetland boundary. d. Dimensions of the activity or structure and impervious surfaces,distance from property lines,and the distance it extends into the waterbody beyond the Ordinary High, Mean High,Mean Higher High,and Mean Low Water Mark or Line,and/or wetland boundaries, as appropriate. e. For Corps permits, indicate the distance to Federal projects and/or navigation channels(if applicable). To ascertain, call the Corps Regulatory Branch Office at(206)764-3495. f. Show existing structures on subject and adjoining properties. g. Indicate adjoining property ownership. h. If fill material is to be placed, identify the type of material, amount of material(cubic yards),and area to be filled (acres). i. If project involves dredging, identify the type of material, amount of material(cubic yards),area to be dredged, method of dredging, and location of disposal site. Dredging in areas shallower than-10 feet needs to be clearly identified on drawings. j. Identify any part of the activity that has been completed. k. Indicate types and location of aquatic,wetland, riparian and upland vegetation. I. Erosion control measures,stabilization of disturbed areas,etc. M. Utilities, including water,sanitary sewer, power and stormwater conveyance systems(e.g., bioswales). n. Indicate stormwater discharge points. o. Proposed landscaping where applicable(for complex landscape plans, please attach a separate drawing). p. Where applicable, plans for development of areas on or off site as mitigation for impacts associated with the proposal. q. On all variance applications the plans shall clearly indicate where development could occur without approval of a variance,the physical features and circumstances on the property that provide a basis for the request,and the location of adjacent structures and uses. 3. Cross-Sectional View. This drawing illustrates the proposed activity as if it were cut from the side and/or front. Include: a. Location of water lines. Tidal Waters: Show the Ordinary High, Mean High, Mean Higher High,and Mean Lower Low Water Marks or Lines, and/or wetland boundary. Non-tidal waters: Show the Ordinary High Water Mark or Line, and/or wetland boundary. b. Water depth or tidal elevation at waterward face of project. C. Dimensions of the activity or structure, and the distance it extends into the waterbody beyond the Ordinary High,the Mean High,the Mean Higher High and Mean Low Water Mark or Line, and/or wetland boundaries. d. Indicate dredge and/or fill grades as appropriate. e. Indicate existing and proposed contours and elevations. f. Indicate types and location of aquatic,wetland, and riparian vegetation present on site. g. Indicate type and location of material used in construction and method of construction. h. Indicate height of structure. 4. Clearance and Elevations. Applies to Coast Guard Bridge Permits only. a. Vertical clearance measured from Mean Higher(tidal waters)or Ordinary High(non-tidal water). b. Horizontal clearance between piers or pilings. C. Bottom elevation of the waterway at the bridge. 1 CITY OF R-ENTON R Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June 7, 2002 Larry Fisher Washington Department of Fish and Wildlife 16019 Mill Creek Boulevard Mill Creek, WA 98012-1296 SUBJECT: MAPLEWOOD CREEK SEDIMENTATION POND -JARPA SUBMITTAL Dear Larry: Please find enclosed a completed JARPA form for the Maplewood Creek Sedimentation Pond Maintenance Program. An Operations and Maintenance (O&M) Manual is also included as the supporting technical document. Please contact me at 425-430-7205 if you have any question. Sincerely, A% Gary Schimek Project Manager H-Wi,.;sion s\T rTrr rTIE c�n�1CS120L12�20Q2 Aa dnclCA tS1{w R E N T O N 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE AGENCY USE ONLY Agency Reference#`. Date Received: Circulated by: (focal govt.or agency) JOINT AQUATIC RESOURCES PERMIT APPLICATION FORM (DARPA) (for use in Washington State) PLEASE TYPE OR PRINT IN BLACK INK _ +� ❑ 1 am applying for a Fish Habitat Enhancement Project per requirements of RCW 75.20.350. You must submit a copy of this completed JARPA application form, and the (Fish Habitat Enhancement JARPA Addition) to your local Government Planning Department and Washington Department of Fish & Wildlife Area Habitat Biologist on the same day. NOTE: LOCAL GOVERNMENTS—You must submit any comments on these projects to WDFW within 15 working day Based on the instructions provided, I am sending copies of this application to the following: (check all that apply) ❑ Local Government for shoreline:❑ Substantial Development ❑ Conditional Use ❑Variance ❑ Exemption ❑ Revision ❑ Floodplain Management ❑Critical Areas Ordinance 0 Washington Department of Fish and Wildlife for HPA(Submit 3 copies to WDFW Region) El Washington Department of Ecology for 401 Water Quality Certification Nationwide Permits(to Regional office-Federal Permit Unit) ❑ Washington Department of Natural Resources for Aquatic Resources Use Authorization Notification 0 Corps of Engineers for: 0 Section 404 ❑ Section 10 permit ❑ Coast Guard for Section 9 Bridge Permit ❑ US Fish&Wildlife Service or National Marine Fisheries Service for Endangered Species Act(ESA)Consultation SECTION A-Use for all permits covered by this application. Be sure to ALSO complete Section C(Signature Block)for all permit applications. 1.APPLICANT City of Renton—Surface Water Utility,Gary Schimek MAILING ADDRESS 1055 S.Grady Way 5th Floor,Renton,Washington 98055 WORK PHONE E-MAIL ADDRESS HOME PHONE FAX# (425)430-7205 GSchimek@ci.renton.wa.us N/A (425)430-7241 If an agent is acting for the applicant during the permit process,complete#2. 2.AUTHORIZED AGENT MAILING ADDRESS WORK PHONE E-MAIL ADDRESS HOME PHONE FAX# 3.RELATIONSHIP OF APPLICANT TO PROPERTY: ®OWNER ❑PURCHASER ❑LESSEE ®OTHER: Easement 980223-0513 with property owner of tax parcels 152305-9088 and 222305-9090. Easement allows repairing,replacing,enlarging, operating,and maintaining Maplewood Creek,provided 1-week notice given to property owner. 4.NAME,ADDRESS,AND PHONE NUMBER OF PROPERTY OWNER(S),IF OTHER THAN APPLICANT: Beulah E.McCarty,4012 Maple Valley Hwy,Renton,WA 98058,425-228-3487. 5.LOCATION(STREET ADDRESS,INCLUDING CITY,COUNTY AND ZIP CODE,WHERE PROPOSED ACTIVITY EXISTS OR WILL OCCUR) City of Renton Golf Course,Maplewood Golf Course,4050 Maple Valley Highway City of Renton,King Co.WA,98056 LOCAL GOVERNMENT WITH JURISDICTION(CITY OR COUNTY) City of Renton. WATERBODY TRIBUTARY OF WRIA# Maplewood Creek Cedar River 08-0302 SECTION SECTION TOWNSHIP RANGE GOVERNMENT LOT SHORELINE DESIGNATION SW'/4 15 23N 5E NW/. 22 N E'/. 21 LATITUDE&LONGITUDE IF KNOWN: ZONING DESIGNATION 47°28'06"N P-1,Public Use. The current 122°09'15"W Comprehensive Plan designation of the site is Rural Residential. TAX PARCEL NO: DNR STREAM TYPE,IF KNOWN 1 Golf Course Tax Parcels,152305-9088,222305-9090 Cedar River is a DNR Type 1;Maplewood Creek is a DNR Type 2!, 2 6.DESCRIBE THE CURRENT USE OF THE PROPERTY,AND STRUCTURES EXISTING ON THE PROPERTY. IF ANY PORTION OF THE PROPOSED ACTIVITY IS ALREADY COMPLETED ON THIS PROPERTY,INDICATE MONTH AND YEAR OF COMPLETION. Most of the property is currently used as a municipal golf course with a small portion single-family residential. A municipal well field has been developed within the golf course. The single-family residence owns a surface water right to Maplewood Creek. Maplewood Creek flows from the northeast and receives runoff from surrounding development on the upper hillside. Within the Maplewood Creek Golf Course,the creek flows into the Sedimentation Basin and enters a fish ladder. The stream flows back into the creek channel for 280 feet until reaching the high/low flow splitter. At the high/low flow splitter the system separates into the main channel and the high flow channel. The high flow channel and splitter were constructed between August 1998 and February 1999 The main channel and high flow channel join east of Highway 169 then flow into the Cedar River via a WSDOT fish ladder constructed in 1994. IS THE PROPERTY AGRICULTURAL LAND? ❑YES EI NO ARE YOU A USDA PROGRAM PARTICIPANT? ❑YES EI NO 7a. DESCRIBE THE PROPOSED CONSTRUCTION AND/OR FILL WORK FOR THE PROJECT THAT YOU WANT TO BUILD THAT NEEDS AQUATIC PERMITS: COMPLETE PLANS AND SPECIFICATIONS SHOULD BE PROVIDED FOR ALL WORK WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE,INCLUDING TYPES OF EQUIPMENT TO BE USED. IF APPLYING FOR A SHORELINE PERMIT,DESCRIBE ALL WORK WITHIN AND BEYOND 200 FEET OF THE ORDINARY HIGH WATER MARK ATTACH A SEPARATE SHEET IF ADDITIONAL SPACE IS NEEDED. This application is intended to cover a 10-year period,from 2002 to 2012,of the operations and maintenance for the Maplewood Creek Sedimentation Basin and High/Low Flow Splitter. Maintenance activities will occur between June 161h and September 151h of the years where this work is necessary. It's estimated that maintenance would be required every 2-4 years. The work consists of routine maintenance of the existing Sedimentation Basin and the High/Low Flow Splitter. Work within the Sedimentation Basin will include removal of accumulated gravel and sediment. Work at the High/Low Flow Splitter will consist of the removal of accumulated gravel and sediment and adjustments of large rocks and woody debris that may hinder fish passage. The equipment used may include backhoe/excavator,hand tools,vactor truck and flushing pumps. A detailed Operations and Maintenance manual describing procedures for sediment removal is included for reference. Photographs of a sediment removal project at the Sedimentation Basin in September 1999 are included in the manual to document the minimal impact to the system. 7b. DESCRIBE THE PURPOSE OF THE PROPOSED WORK AND WHY YOU WANT OR NEED TO PERFORM IT AT THE SITE. PLEASE EXPLAIN ANY SPECIFIC NEEDS THAT HAVE INFLUENCED THE DESIGN. Flooding occurs in this area due to gradual loss of conveyance capacity. Deposition of sediment at the High/Low Flow Splitter changes the hydraulics of the splitter,causing high flows,erosion,and flooding in the high flow channel.Without sediment removal,the restored main channel could potential dry up.Transport of accumulated sediment increases total suspended solids(TSS)downstream. Periodic removal of sediment is required to maintain the function of the Sedimentation Basin and the High/Low Flow Splitter. 7c. DESCRIBE THE POTENTIAL IMPACTS TO CHARACTERISTIC USES OF THE WATER BODY. THESE USES MAY INCLUDE FISH AND AQUATIC LIFE,WATER QUALITY,WATER SUPPLY, RECREATION,and AESTHETICS. IDENTIFY PROPOSED ACTIONS TO AVOID,MINIMIZE,AND MITIGATE DETRIMENTAL IMPACTS,AND PROVIDE PROPER PROTECTION OF FISH AND AQUATIC LIFE. ATTACH A SEPARATE SHEET IF ADDITIONAL SPACE IS NEEDED. Increased sediment transport and turbidity may temporarily impact water quality during the maintenance of the Sedimentation Basin and High/Low Flow Splitter. The procedure described in the Operations and Maintenance manual uses reigorous BMP's and has worked successfully with minimal impact. The sedimentation basin was designed with a flow bypass system to allow runoff to be bypassed around the basin during maintenance work within the basin. PREPARATION OF DRAWINGS: SEE SAMPLE DRAWINGS AND GUIDANCE FOR COMPLETING THE DRAWINGS. ONE SET OF ORIGINAL OR GOOD QUALITY REPRODUCIBLE DRAWINGS MUST BEATTACHED. NOTE: APPLICANTS ARE ENCOURAGED TO SUBMIT PHOTOGRAPHS OF THE PROJECT SITE,BUT THESE DO NOT SUBSTITUTE FOR DRAWINGS. THE CORPS OF ENGINEERS AND COAST GUARD REQUIRE DRAWINGS ON 8-112 X 11 INCH SHEETS. LARGER DRAWINGS MAYBE REQUIRED BY OTHER AGENCIES. 8.WILL THE PROJECT BE CONSTRUCTED IN STAGES? O YES ❑NO PROPOSED STARTING DATE:2002(annually as required) ESTIMATED DURATION OF ACTIVITY:10 years 9.CHECK IF ANY STRUCTURES WILL BE PLACED: N/A ❑WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH OR TIDAL WATERS,AND/OR ❑WATERWARD OF MEAN HIGH WATER LINE IN TIDAL WATERS 10.WILL FILL MATERIAL(ROCK,FILL,BULKHEAD,OR OTHER MATERIAL)BE PLACED: N/A ❑WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH WATERS? IF YES,VOLUME(CUBIC YARDS)_/AREA (ACRES) ❑WATERWARD OF THE MEAN HIGHER HIGH WATER FOR TIDAL WATERS? IF YES,VOLUME(CUBIC YARDS) AREA (ACRES) 3 11.WILL MATERIAL BE PLACED IN WETLANDS? ❑YES, O NO IF YES: A IMPACTED AREA IN ACRES: N/A B. HAS A DELINEATION BEEN COMPLETED? IF YES,PLEASE SUBMIT WITH APPLICATION. ❑YES O NO C. HAS A WETLAND REPORT BEEN PREPARED? IF YES,PLEASE SUBMIT WITH APPLICATION. ❑YES ®NO D. TYPE AND COMPOSITION OF FILL MATERIAL(E.G.,SAND,ETC.):N/A E. MATERIAL SOURCE:N/A F. LIST ALL SOIL SERIES(TYPE OF SOIL)LOCATED AT THE PROJECT SITE,&INDICATE IF THEY ARE ON THE COUNTYS LIST OF HYDRIC SOILS.SOILS INFORMATION CAN BE OBTAINED FROM THE NATURAL RESOURCES CONSERVATION SERVICE(NRCS):NIA 12.WILL PROPOSED ACTIVITY CAUSE FLOODING OR DRAINING OF WETLANDS? ❑YES x❑NO IF YES,IMPACTED AREA IS ACRES. 13.WILL EXCAVATION OR DREDGING BE REQUIRED IN WATER OR WETLANDS? ©YES ONO IF YES: A VOLUME: 800(CUBIC YARDS)/AREA 0.20(ACRES) B. COMPOSITION OF MATERIAL TO BE REMOVED:silts,sands and gravel C. DISPOSAL SITE FOR EXCAVATED MATERIAL: Excess soils may be stockpiled on the golf course and used for other landscaping purposes or taken to a permitted off-site disposal location by the contractor. D. METHOD of DREDGING: Typical equipment used may consist of a backhoe/excavator,vactor truck and hand tools. 14.HAS THE STATE ENVIRONMENTAL POLICY ACT(SEPA)BEEN COMPLETED? ©YES ❑NO SEPA LEAD AGENCY:City of Renton SEPA DECISION: DNS,MDNS,EIS,ADOPTION,EXEMPTION DECISION DATE(END OF PERIOD):Fell/96 SUBMIT A COPY OF YOUR SEPA DECISION LETTER TO WDFW AS REQUIRED FOR A COMPLETE APPLICATION 15.LIST OTHER APPLICATIONS,APPROVALS,OR CERTIFICATIONS FROM OTHER FEDERAL,STATE OR LOCAL AGENCIES FOR ANY STRUCTURES,CONSTRUCTION,DISCHARGES,OR OTHER ACTIVITIES DESCRIBED IN THE APPLICATION(I.E.,PRELIMINARY PLAT APPROVAL,HEALTH DISTRICT APPROVAL,BUILDING PERMIT,SEPA REVIEW,FEDERAL ENERGY REGULATORY COMMISSION LICENSE(FERC),FOREST PRACTICES APPLICATION,ETC.) ALSO INDICATE WHETHER WORK HAS BEEN COMPLETED AND INDICATE ALL EXISTING WORK ON DRAWINGS. TYPE OF APPROVAL ISSUING AGENCY IDENTIFICATION DATE OF APPLICATION DATE APPROVED COMPLETED? NO. SEPA DNS City of Renton LUA-96-009 FiI twig"1996 Yes Hydraulic Project Approval WDFW No Nationwide Permit USACOE No Water Quality Certification WDOE No No 16.HAS ANY AGENCY DENIED APPROVAL FOR THE ACTIVITY DESCRIBED HEREIN OR FOR ANY ACTIVITY DIRECTLY RELATED TO THE ACTIVITY DESCRIBED HEREIN? ❑YES El NO IF YES,EXPLAIN: SECTION B-Use for Shoreline and Corps of Engineers permits only: 17.TOTAL COST OF PROJECT. THIS MEANS THE FAIR MARKET VALUE OF THE PROJECT,INCLUDING MATERIALS,LABOR,MACHINE RENTALS,ETC. 40,000 18.LOCAL GOVERNMENT WITH JURISDICTION: City of Renton 19.FOR CORPS,COAST GUARD,AND DNR PERMITS,PROVIDE NAMES,ADDRESSES,AND TELEPHONE NUMBERS OF ADJOINING PROPERTY OWNERS,LESSEES,ETC.. PLEASE NOTE: SHORELINE MANAGEMENT COMPLIANCE MAY REQUIRE ADDITIONAL NOTICE—CONSULT YOUR LOCAL GOVERNMENT. NAME ADDRESS PHONE NUMBER Beulah E.McCarty, 4012 Maple Valley Hwy,Renton,WA 98058 25-228-3487 4 SECTION C- This section MUST be completed for any permit covered by this application 0.APPLICATION IS HEREBY MADE FOR A PERMIT OR PERMITS TO AUTHORIZE THE ACTIVITIES DESCRIBED HEREIN. I CERTIFY THAT I AM FAMILIAR WITH THE INFORMATION CONTAINED IN THIS APPLICATION,AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF,SUCH INFORMATION IS TRUE,COMPLETE,AND CCURATE. I FURTHER CERTIFY THAT I POSSESS THE AUTHORITY TO UNDERTAKE THE PROPOSED ACTIVITIES. 1 HEREBY GRANT TO THE AGENCIES TO WHICH HIS APPLICATION IS MADE,THE RIGHT TO ENTER THE ABOVE-DESCRIBED LOCATION TO INSPECT THE PROPOSED,IN-PROGRESS OR COMPLETED WORK. I AGREE TO START WORK ONLY AFTER ALL NECESSARY PERMITS HAVE BEEN RECEIVED. SIGNATURE OF APPLICANT OR AUTHORIZED AGENT DATE I HEREBY DESIGNATE TO ACT AS MY AGENT IN MATTERS RELATED TO THIS APPLICATION FOR PERMIT(S). I UNDERSTAND THAT IF A FEDERAL PERMIT IS ISSUED, I MUST SIGN THE PERMIT. SIGNATURE OF APPLICANT DATE SIGNATURE OF LANDOWNER(EXCEPT PUBLIC ENTITY LANDOWNERS,E.G.DNR) DATE THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND THE AGENT,IF AN AUTHORIZED AGENT IS DESIGNATED. 18 U.S.0§1001 provides that. Whoever,in any manner within the jurisdiction of any department or agency of the United States knowingly falsifies,conceals,or covers up by any trick,scheme,or device a material fact or makes any false,fictitious,or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false,fictitious,or fraudulent statement or entry,shall be fined not more than$10,000 or imprisoned not more than S years or both. COMPLETED BY LOCAL OFFICIAL A. Nature of the existing shoreline. (Describe type of shoreline, such as marine,stream, lake, lagoon, marsh, bog, swamp, flood` plain, floodway, delta;type of beach,such as accretion, erosion, high bank, low bank, or dike; material such as sand, gravel, mud, clay, rock; riprap;and extent and type of bulkheading,if any:) B. In the event that any of the proposed buildings or structures will exceed a height of thirty'-five feet above the average grade level, indicate the approximate location of and number of residential units, existing and potential,that will have an obstructed view: C. If the application involves a conditional use or variance, set forth in full that,portion of the master program which provides that the,proposed use may be a conditional use, or, in the case of a,variance,from which the variance is being sought: These Agencies are Equal Opportunity and Affirmative Action employers. For special accommodation needs,please contact the appropriate agency in the instructions. 5 WASHINGTON � JOINT AQUATIC RESOURCE PERMITS APPLICATION (JARPA) INSTRUCTIONS, SAMPLE DRAWINGS &AGENCY CONTACTS NOTE.• DO NOT SUBMIT this Section with your application. This Joint Application may be used to apply for Hydraulic Project Approvals, Shoreline Management Permits,Approvals for Exceedance of Water Quality Standards,Water Quality Certifications, Coast Guard Bridge Permits, Department of Natural Resources Use Authorization, and Army Corps of Engineers Permits. You must submit readable copies of the completed application form together with detailed drawings,prepared in accordance with the drawing guidance to the appropriate agencies. When applying, you do NOT need to send copies of the instructions. Remember,depending on the type of project you are proposing,other permits may be required that are not covered by this application. Use the following list to determine which permits to apply for. Your project may require some or all of these permits. If you have trouble deciding which permits you need, please contact the appropriate agency for questions. Agency telephone numbers are attached. IF ANY OF THE BOXED ITEMS LISTED UNDER A PERMIT TITLE BELOW APPLY TO YOUR PROJECT,THEN YOU MUST CHECK THE BOX FOR THAT PERMIT ON THE TOP OF PAGE ONE OF THE JARPA FORM. Complete Sections A&C for any of the permits listed below. Also complete Section B for Shoreline and Army Corps of Engineers permits. Detailed drawings are required for any of these permits(see attached drawing guidelines for drawing requirements). ❑ Hydraulic Project Approval from the Department of Fish and Wildlife under 75.20 RCW is required if your project includes construction or other work,that: • will use, divert, obstruct,or change the natural flow or bed of any fresh or salt water of the state. This includes all construction or other work waterward and over the ordinary high water line, including dry channels, and may include projects landward of the ordinary high water line(e.g.,activities outside the ordinary high water line that will directly impact fish life and habitat,falling trees into streams or lakes, etc.). ❑ Shoreline Substantial Development, Conditional Use,Variance Permit, or Exemption from Local Government(under the Shoreline Management Act,90.58 RCW;)required for work or activity in the 100-year floodplain, or within 200 feet of the ordinary high water mark of Shorelines of the State(check with your local government); and which includes any one of the following: • dumping; • drilling; • dredging; • filling; • placement or alteration of structures(whether temporary or permanent);or • any activity which substantially interferes with normal public use of the waters regardless of cost. ❑ Floodplain Management Permits and/or Critical Areas Ordinances review by Local Government for: • work in frequently flooded areas, geologically unstable areas,wildlife habitats, aquifer recharge areas, and wetlands. ❑ Section 401 Water Quality Certification from your Department of Ecology Regional office under 33 USC § 1341 is needed when a federal approval is required for a project, including the following: • Corps of Engineers Nationwide Permit or Industrial Permit--Send to Ecology's Regional Federal Permits Unit; in the Regional Office; • FERC hydropower license--Attach FERC exhibit E and send to Ecology's Water Resources Program; and ❑ Aquatic Resources Use Authorization Notification from the Department of Natural Resources is required if your project: • is on,crosses, or impacts the bedlands,tidelands or shorelands of a navigable water. ❑ Section 404 Permit from the Corps of Engineer under 33 USC § 1344 is required if your project includes: • placement of dredged or fill material waterward of the ordinary high water mark, or the mean higher high tide line in tidal areas, in waters of the United States, including wetlands; 1 • mechanized land clearing and sidecasting in waters of the United States, including wetlands. • Endangered Species Act(ESA) Consultation ❑ Section 10 Permit from the Corps of Engineer is required for: • any work in or affecting navigable waters of the United States(e.g.,floats, piers, docks,dredging, excavation, piling, buoys, overhead power lines, etc.). ❑ Section 9 Permit from the Coast Guard is required for: • construction of a new bridge or modification to an existing bridge over a navigable waterway. USEFUL DEFINITIONS The following definitions are presented to help applicants in completing the JARPA. They may not necessarily represent specific language from the laws implemented through JARPA. Ordinary High Water Mark or Line means the visible line on the banks where the presence and action of waters are so common as to leave a mark upon the soil or vegetation: Provided, that in any area where the ordinary high water line cannot be found the ordinary high water line adjoining saltwater shall be the line of mean higher high water and the ordinary high water line adjoining freshwater shall be the elevation of the mean annual flood. Mean Lower Low is the 0.0 tidal elevation, determined by averaging each day's lowest tide at a particular location over a period of 19 years.It is the tidal datum for vertical tidal references in the salt water area. Mean High Water and Mean Higher High Water Tidal Elevations at any specific location can be found in tidal benchmark data compiled by the United States Department of Commerce, Environmental Science Services Administration, Coast and Geodetic Surrey,dated January 24, 1979. This information can be obtained from the Corps of Engineers at(206)764-3495. The determination of tidal elevation is obtained by averaging each day's highest tide at a particular location over a period of 19 years, measured from mean lower low water,which equals 0.0 tidal elevation. Shorelands or shoreland areas means those lands extending landward for two hundred feet in all directions as measured on a horizontal plane from the ordinary high water mark;floodways and contiguous floodplain areas landward two hundred feet from such floodways; and all wetlands and river deltas associated with the streams, lakes, and tidal waters which are subject to the provisions of 90.58 RCW. Shorelines means all water areas of the state, including reservoirs, and their associated wetlands,together with the lands underlying them, except stream segments upstream of the point where mean annual flow is less than 20 cubic feet per second, and lakes less than 20 acres in size. Wetlands means areas that are inundated or saturated by surface water or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas. Bridge means any structure including pipelines and conveyor belts,which transports traffic or materials across a navigable water. Aquatic Tidelands means the area between the ordinary high tide line and extreme low tide line, unless otherwise established. Aquatic Shorelands means the shore areas of non-tidal navigable lakes or rivers between the ordinary high water line and the line of navigability unless otherwise established. Aquatic Bedlands means the area waterward of and below the line of navigability on non-tidal rivers and lakes,or below the extreme low tide mark in navigable tidal waters,or below the outer harbor line where a harbor has been created. Nationwide Permit issued by the Corps of Engineers for projects with minimal impacts. For a complete packet of nationwide permits and application information, contact the Corps Regulatory branch at(206)764-3495. 2 GUIDANCE FOR COMPLETION OF DRAWINGS General Information. Three types of illustrations are needed to properly depict the proposed activity: Vicinity Map, Plan View, and Cross-Sectional View. Drawings to scale should be prepared using clear printing, black ink, and the fewest number of sheets possible. Include the scale. The importance of clear accurate drawings cannot be overstated. At a minimum,drawings must contain the following information;other information may be required depending on project type. If you have questions regarding completing the drawings, call the appropriate agency. 1.Vicinity Map. A copy of a county or city road map,or a U.S. Geological Survey topographic map may be used. Include: a. North arrow. b. Name of waterbody(and river mile if appropriate). C. Location of the proposed activity(indicate with a circle, arrow,X, or similar symbol). d. Provide latitude and longitude of the site to the nearest second. e. Provide directions to the site. 2. Plan View. This drawing illustrates the proposed project area as if you were looking down at the site from overhead. a. North arrow. b. Name of waterbody and direction of water flow. C. Location of existing shoreline. Tidal Waters: Show the Ordinary High, Mean High, Mean Low, Mean Higher High,and Mean Lower Low Water Marks or Lines, and/or wetland boundaries. Indicate elevation above datum. Non-tidal waters: Show the Ordinary High Water Mark or Line,Meander Line, and/or wetland boundary. d. Dimensions of the activity or structure and impervious surfaces,distance from property lines,and the distance it extends into the waterbody beyond the Ordinary High, Mean High, Mean Higher High,and Mean Low Water Mark or Line, and/or wetland boundaries,as appropriate. e. For Corps permits, indicate the distance to Federal projects and/or navigation channels(if applicable). To ascertain, call the Corps Regulatory Branch Office at(206)764-3495. f. Show existing structures on subject and adjoining properties. g. Indicate adjoining property ownership. h. If fill material is to be placed, identify the type of material,amount of material(cubic yards),and area to be filled (acres). i. If project involves dredging, identify the type of material, amount of material (cubic yards),area to be dredged, method of dredging, and location of disposal site. Dredging in areas shallower than-10 feet needs to be clearly identified on drawings. j. Identify any part of the activity that has been completed. k. Indicate types and location of aquatic,wetland, riparian and upland vegetation. I. Erosion control measures, stabilization of disturbed areas,etc. M. Utilities, including water, sanitary sewer, power and stormwater conveyance systems(e.g., bioswales). n. Indicate stormwater discharge points. o. Proposed landscaping where applicable(for complex landscape plans, please attach a separate drawing). p. Where applicable, plans for development of areas on or off site as mitigation for impacts associated with the proposal. q. On all variance applications the plans shall clearly indicate where development could occur without approval of a variance,the physical features and circumstances on the property that provide a basis for the request, and the location of adjacent structures and uses. 3. Cross-Sectional View. This drawing illustrates the proposed activity as if it were cut from the side and/or front. Include: a. Location of water lines. Tidal Waters: Show the Ordinary High, Mean High, Mean Higher High,and Mean Lower Low Water Marks or Lines, and/or wetland boundary. Non-tidal waters: Show the Ordinary High Water Mark or Line,and/or wetland boundary. b. Water depth or tidal elevation at waterward face of project. C. Dimensions of the activity or structure, and the distance it extends into the waterbody beyond the Ordinary High,the Mean High,the Mean Higher High and Mean Low Water Mark or Line, and/or wetland boundaries. d. Indicate dredge and/or fill grades as appropriate. e. Indicate existing and proposed contours and elevations. f. Indicate types and location of aquatic,wetland,and riparian vegetation present on site. g. Indicate type and location of material used in construction and method of construction. h. Indicate height of structure. 4. Clearance and Elevations. Applies to Coast Guard Bridge Permits only. a. Vertical clearance measured from Mean Higher(tidal waters)or Ordinary High (non-tidal water). b. Horizontal clearance between piers or pilings. C. Bottom elevation of the waterway at the bridge. AGENCY CONTACTS Below is a list of agencies to which a copy of the Joint Application may be sent, and which permit each agency issues. Technical assistance and information is also available from these offices. Department of the Army Permit(Section 404 or Section 10) U.S.Army Corps of Engineers, Telephone(206) 764-3495 Seattle District FAX(206)764-6602 Regulatory Branch Post Office Box 3755 Seattle,WA 98124-2255 U.S.Army Corps of Engineers Telephone(509)238-4570 Eastern Washington Information FAX(509)238-4570 P.O. Box 273 Chattaroy,WA 99003-0273 U.S.Army Corps of Engineers Telephone(509)682-7010 Central Washington Information FAX(509)682-7710 P.O. Box 2829 Chelan,WA 98816-2829 Department of Ecology Permits—401 Water Quality Certification Washington State Department of Ecology—Headquarters Permit Assistance Center 300 Desmond Drive, Lacey Telephone(360)407-7037 Post Office Box 47600 FAX (360)407-6904 Olympia,WA 98504-7600 Central Region Telephone(509)575-2490 15 West Yakima Avenue, Ste 200 FAX(509)575-2809 Yakima,WA 98902-3401 Eastern Region Telephone(509)456-2926 4601 North Monroe, Suite 202 FAX(509)456-6175 Spokane,WA 99205-1295 Northwest Region Telephone(425)649-7000 3190 - 160th Avenue S.E. FAX(425)649-7098 Bellevue,WA 98008-5452 Southwest Region Telephone (360)407-6300 Mailing Address: FAX(360)407-6305 P.O. Box 47775 Olympia,WA 98504-7775 Physical Address 300 Desmond Drive Lacey,WA 98504 Department of Fish and Wildlife (Hydraulic Project Approval)-Submit 3 copies of the JARPA application to Regional offices. Contact regional offices for questions or assistance. Headquarters Washington State Department of Fish and Wildlife Telephone(360)902-2534 600 Capitol Way North TDD(360)902-2207 Olympia,Washington 98501-1091 FAX(360)902-2946 Region 1 (Pend Oreille, Ferry, Stevens, Spokane, Lincoln,Whitman, Columbia, Garfield,Asotin, and Walla Walla Counties) Washington State Department of Fish and Wildlife Telephone(509)456-4082 8702 North Division Street FAX(509)456-4071 Spokane,WA 99218-1199 Region 2(Okanogan, Douglas, Grant,Adams, and Franklin Counties) Washington State Department of Fish and Wildlife Telephone(509) 754-4624 1550 Alder Street NW FAX(509)754-5257 Ephrata,WA 98823-9652 Region 3 (Chelan, Kittitas,Yakima, and Benton Counties) Washington State Department of Fish and Wildlife Telephone(509)575-2740 1701 South 24th Avenue FAX(509)575-2474 Yakima,WA 98902-5720 Region 4(Whatcom, Skagit, Snohomish, King, Island,and San Juan Counties) Washington State Department of Fish and Wildlife Telephone(425)775-1311 16019 Mill Creek Boulevard FAX(425)338-1066 Mill Creek,WA 98012-1296 Region 5(Lewis,Wahkiakum, Cowlitz, Skamania, Clark, and Klickitat Counties) Washington State Department of Fish and Wildlife Telephone(360)696-6211 2108 Grand Blvd. FAX(360)906-6777 Vancouver,WA 98663-1299 Region 6(Pacific, Pierce,Thurston,Grays Harbor, Mason,Jefferson, Clallam, and Kitsap Counties) Washington State Department of Fish and Wildlife Telephone(360)249-6522 48 Devonshire Road FAX(360)664-0689 Montesano,WA 98563-9618 Local Government(Shoreline Management Act Approval) Appropriate City or County Planning, Building, or Community Development Department Natural Resources Conservation Service(NRCS),formerly Soil Conservation Service(SCS)for information regarding activities on agricultural land NRCS Telephone(509)353-2335 Suite 450 Rock Point Tower Two West 316 Boone Avenue Spokane,WA 99201-2348 Coast Guard(Section 9 Bridge Permit) Commander 13th Coast Guard District(OAN) Telephone(206)220-7282 915 Second Avenue Seattle,WA 98174-1067 Attn:Austin Pratt Department of Natural Resources,Aquatic Resources Authorization to use bedlands,tidelands, or shorelands of navigable waters. Central Region Telephone(360)748-2383 Northwest Region Telephone(360) 856-3500 Southwest Region Telephone(360)577-2025 South Puget Sound Region Telephone(360)825-1631 Northeast Region Telephone(509)925-8510 Southeast Region Telephone(509)925-8510 Olympic Region Telephone(360)374-6131 Headquarters Telephone(360)902-1100 US Fish and Wildlife Service, Endangered Species Act consultation Eastern Washington Telephone(509)765-6125 Western Washington Telephone(360)753-5835 ` •: CITY OF RENTON ..ti. Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June 6, 2002 Ann Uhrich U.S. Army Corps of Engineers- Seattle District Post Office Box 3755 Seattle, WA 98124-2255 SUBJECT: ESA COMPLIANCE—CITY OF RENTON,MAPLEWOOD CREEK OPERATIONS AND MAINTENANCE Dear Ms. Uhrich: This JARPA addresses a maintenance program within the Maplewood Creek system for a Sedimentation Basin and a High/Low Flow Splitter located on the City of Renton,Maplewood Golf Course. These facilities were constructed as part of the Maplewood Creek Fish Channel Project between September 1996, and February 1999. A main purpose of the project was to restore fish habitat in Maplewood Creek. The sediment load in Maplewood Creek is such that these facilities require sediment removal every 2 to 3 years as described in the O&M manual enclosed with this letter. The manual also documents the first sediment removal project, successfully completed in September 1999 with no harmful effects to fish. In an effort to streamline the permitting process,this JARPA is written for a 10-year maintenance program for these facilities using the manual as a basis. With this manual as a basis,the City of Renton is requesting a permit under Nationwide Permit 43 —Stormwater Maintenance Facilities to maintain these facilities. The City assumes that no Biological Evaluation or Assessment is necessary for this project and that this JARPA package covers ESA Section 7 compliance. Maplewood Creek flows from the northeast and receives runoff from surrounding development on the upper hillside. Within the Maplewood Creek Golf Course,the stream flows into the Sedimentation Basin and enters a fish ladder. The stream flows back into a restored channel, for about 300 feet,before reaching the High/Low Flow Splitter. At the High/Low Flow Splitter the system separates into the main channel and the high flow channel. The high flow channel,which is normally dry, is the remnants of a constructed trapezoidal channel that once paralleled the entrance to the golf course. The main channel was constructed between August 1998, and February 1999,to restore the stream,provide fish passage, and provide habitat enhancement. The main channel flows into the Cedar River via a Washington State Department of Transportation(WSDOT)fish ladder constructed in 1994. The Cedar River is a major salmon migration waterway for chinook,coho, sockeye, cutthroat and steelhead. Bull trout are rare within the Cedar River. A few salmon have been spotted within the Maplewood Creek system including coho, sockeye and steelhead(Fisher,Larry, WDFW,21 May 2002,personal communication). The Washington Department of Fisheries Stream Catalogue documents historical coho use in Maplewood Creek. There is no documentation of either chinook or bull trout within Maplewood Creek. Chinook salmon and bull trout are both federally listed as threatened in the Puget Sound area and coho salmon is a candidate species for listing. 1055 South Grady Way-Renton,Washington 98055 R E N T O N 0 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE s r Ann Uhrich 6/6/2002 Page 2 Bald eagles, a federally listed species as threatened,do occur around Cedar River were they feed on fish and waterfowl throughout the year. This project does not reduce the food base or disturb any roosting or nesting sites. The maintenance activity occurs approximately 1,200 feet northeast of the Cedar River in a semi-developed area of the golf course. Consequently,the maintenance activity would have no effect on bald eagles. The Sedimentation Basin and High/Low Flow Splitter were designed as integral parts of the Maplewood Creek Fish Channel Project to protect the main channel from high sediment loads and flooding and restore fish passage into Maplewood Creek. If the facilities are not maintained they become filled with sediment,gravel and cobbles and are prevented from functioning properly. Under these circumstances the Sedimentation Basin no longer removes the sediment load from Maplewood Creek increasing TSS levels downstream with harmful effects to redds and benthic macroinvertebrates. Consequent deposition of sediment at the High/Low Flow Splitter changes the hydraulics, diverting the flow from the main channel to the high channel,which could potentially dry up the restored fish habitat in the main channel. Erosion and flooding would also likely occur. In September 1999,the City of Renton Planning,Building and Public Works Department prepared the Operations and Maintenance(O&M)Manual for the Maplewood Creek Sediment Basin and Fish Channel(enclosed). The document presents a detailed procedure for maintaining the facilities requiring rigorous use of BMP's. The manual also includes step-by-step photos of the creation of the sedimentation basin,the HPA issued in September 1999, and lessons learned from the first sediment removal project(City of Renton Memorandum dated October 7, 1999). No harmful effects to fish were documented. The 10-year maintenance program will adhere to the procedures of the manual as well as the recommendations and lessons learned. Because of this,the City anticipates no harmful effect on fish while the facilities are being maintained. If you have any questions or need additional information,please contact Gary Schimek, Project Manager,at 425-430-7205. Sincerely, �� — Ron Straka,P.E.,Utility Engineering Supervisor Surface Water Utility Enclosures H:\DIVISION.S\UTILITIE.S\DOCS\2002\2002-335.doc\GMS\tb AGENCY USE ONLY Agency Reference#: Circulated by: (local govt. or agency) 0/1 i Nd' JOINT AQUATIC RESOURCES PERMIT APPLICATION FOI (for use in Washington State) PLEASE TYPE OR PRINT IN BLACK INK ❑ I am applying for a Fish Habitat Enhancement Project per requirements of RCW 75.20.350. You must submit a copy of this completed JARPA application form, and the (Fish Habitat Enhancement JARPA Addition) to your local Government Planning Department and Washington Department of Fish & Wildlife Area Habitat Biologist on the same day. NOTE: LOCAL GOVERNMENTS—You must submit any comments on these projects to WDFW within 15 working day Based on the instructions provided, I am sending copies of this application to the following: (check all that apply) ❑ Local Government for shoreline: ❑ Substantial Development ❑ Conditional Use ❑Variance ❑ Exemption ❑ Revision ❑ Floodplain Management ❑Critical Areas Ordinance El Washington Department of Fish and Wildlife for HPA(Submit 3 copies to WDFW Region) El Washington Department of Ecology for 401 Water Quality Certification Nationwide Permits(to Regional office-Federal Permit Unit) ❑ Washington Department of Natural Resources for Aquatic Resources Use Authorization Notification El Corps of Engineers for: El Section 404 ❑ Section 10 permit ❑ Coast Guard for Section 9 Bridge Permit ❑ US Fish&Wildlife Service or National Marine Fisheries Service for Endangered Species Act(ESA)Consultation SECTION A-Use for all permits covered by this application. Be sure to ALSO complete Section C(Signature Block)for all permit applications. 1.APPLICANT City of Renton—Surface Water Utility,Gary Schimek MAILING ADDRESS 1055 S.Grady Way 5th Floor,Renton,Washington 98055 WORK PHONE E-MAIL ADDRESS HOME PHONE FAX# (425)430-7205 GSchimek@ci.renton.wa.us N/A (425)430-7241 If an agent is acting for the applicant during the permit process,complete#2. 2.AUTHORIZED AGENT MAILING ADDRESS WORK PHONE E-MAIL ADDRESS HOME PHONE FAX# 3.RELATIONSHIP OF APPLICANT TO PROPERTY: ®OWNER ❑PURCHASER ❑LESSEE ®OTHER: Easement 980223-0513 with property owner of tax parcels 152305-9088 and 222305-9090. Easement allows repairing,replacing,enlarging, operating,and maintaining Maplewood Creek, provided 1-week notice given to property owner. 4.NAME,ADDRESS,AND PHONE NUMBER OF PROPERTY OWNER(S),IF OTHER THAN APPLICANT: Beulah E.McCarty,4012 Maple Valley Hwy, Renton,WA 98058,425-228-3487. 5.LOCATION(STREET ADDRESS,INCLUDING CITY,COUNTY AND ZIP CODE,WHERE PROPOSED ACTIVITY EXISTS OR WILL OCCUR) City of Renton Golf Course, Maplewood Golf Course,4050 Maple Valley Highway City of Renton,King Co.WA,98056 LOCAL GOVERNMENT WITH JURISDICTION(CITY OR COUNTY) City of Renton. WATERBODY TRIBUTARY OF WRIA# Maplewood Creek Cedar River 08-0302 %SECTION SECTION TOWNSHIP RANGE GOVERNMENT LOT SHORELINE,DESIGNATION SW14 15 23N 5E NWy. 22 NE'/4 21 LATITUDE&LONGITUDE IF KNOWN: ZONING DESIGNATION 47°28'06"N P-1, Public Use. The current 122°09'15"W Comprehensive Plan designation of the site is Rural Residential. TAX PARCEL NO: DNR STREAM TYPE,IF KNOWN Golf Course Tax Parcels,152305-9088,222305-9090 Cedar River is a DNR Type 1;Maplewood Creek is a DNR Type 2. 1 6.DESCRIBE THE CURRENT USE OF THE PROPERTY,AND STRUCTURES EXISTING ON THE PROPERTY. IF ANY PORTION OF THE PROPOSED ACTIVITY IS ALREADY COMPLETED ON THIS PROPERTY,INDICATE MONTH AND YEAR OF COMPLETION. Most of the property is currently used as a municipal golf course with a small portion single-family residential. A municipal well field has been developed within the golf course. The single-family residence owns a surface water right to Maplewood Creek. Maplewood Creek flows from the northeast and receives runoff from surrounding development on the upper hillside. Within the Maplewood Creek Golf Course,the creek flows into the Sedimentation Basin and enters a fish ladder. The stream flows back into the creek channel for 280 feet until reaching the high/low flow splitter. At the high/low flow splitter the system separates into the main channel and the high flow channel. The high flow channel and splitter were constructed between August 1998 and February 1999 The main channel and high flow channel join east of Highway 169 then flow into the Cedar River via a WSDOT fish ladder constructed in 1994. IS THE PROPERTY AGRICULTURAL LAND? ❑YES 9)NO ARE YOU A USDA PROGRAM PARTICIPANT? ❑YES ZI NO 7a. DESCRIBE THE PROPOSED CONSTRUCTION AND/OR FILL WORK FOR THE PROJECT THAT YOU WANT TO BUILD THAT NEEDS AQUATIC PERMITS: COMPLETE PLANS AND SPECIFICATIONS SHOULD BE PROVIDED FOR ALL WORK WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE,INCLUDING TYPES OF EQUIPMENT TO BE USED. IF APPLYING FOR A SHORELINE PERMIT,DESCRIBE ALL WORK WITHIN AND BEYOND 200 FEET OF THE ORDINARY HIGH WATER MARK. ATTACH A SEPARATE SHEET IF ADDITIONAL SPACE IS NEEDED. This application is intended to cover a 10-year period,from 2002 to 2012,of the operations and maintenance for the Maplewood Creek Sedimentation Basin and High/Low Flow Splitter. Maintenance activities will occur between June 16"and September 15tb of the years where this work is necessary. It's estimated that maintenance would be required every 2-4 years. The work consists of routine maintenance of the existing Sedimentation Basin and the High/Low Flow Splitter. Work within the Sedimentation Basin will include removal of accumulated gravel and sediment. Work at the High/Low Flow Splitter will consist of the removal of accumulated gravel and sediment and adjustments of large rocks and woody debris that may hinder fish passage. The equipment used may include backhoe/excavator,hand tools,vactor truck and flushing pumps. A detailed Operations and Maintenance manual describing procedures for sediment removal is included for reference. Photographs of a sediment removal project at the Sedimentation Basin in September 1999 are included in the manual to document the minimal impact to the system. 7b. DESCRIBE THE PURPOSE OF THE PROPOSED WORK AND WHY YOU WANT OR NEED TO PERFORM IT AT THE SITE. PLEASE EXPLAIN ANY SPECIFIC NEEDS THAT HAVE INFLUENCED THE DESIGN. Flooding occurs in this area due to gradual loss of conveyance capacity. Deposition of sediment at the High/Low Flow Splitter changes the hydraulics of the splitter,causing high flows,erosion,and flooding in the high flow channel.Without sediment removal,the restored main channel could potential dry up.Transport of accumulated sediment increases total suspended solids(TSS)downstream. Periodic removal of sediment is required to maintain the function of the Sedimentation Basin and the High/Low Flow Splitter. 7c. DESCRIBE THE POTENTIAL IMPACTS TO CHARACTERISTIC USES OF THE WATER BODY. THESE USES MAY INCLUDE FISH AND AQUATIC LIFE,WATER QUALITY,WATER SUPPLY, RECREATION,and AESTHETICS. IDENTIFY PROPOSED ACTIONS TO AVOID,MINIMIZE,AND MITIGATE DETRIMENTAL IMPACTS,AND PROVIDE PROPER PROTECTION OF FISH AND AQUATIC LIFE. ATTACH A SEPARATE SHEET IF ADDITIONAL SPACE IS NEEDED. Increased sediment transport and turbidity may temporarily impact water quality during the maintenance of the Sedimentation Basin and High/Low Flow Splitter. The procedure described in the Operations and Maintenance manual uses reigorous BMP's and has worked successfully with minimal impact. The sedimentation basin was designed with a flow bypass system to allow runoff to be bypassed around the basin during maintenance work within the basin. PREPARATION OF DRAWINGS: SEE SAMPLE DRAWINGS AND GUIDANCE FOR COMPLETING THE DRAWINGS. ONE SET OF ORIGINAL OR GOOD QUALITY REPRODUCIBLE DRAWINGS MUST BEATTACHED. NOTE: APPLICANTS ARE ENCOURAGED TO SUBMIT PHOTOGRAPHS OF THE PROJECT SITE,BUT THESE DO NOT SUBSTITUTE FOR DRAWINGS. THE CORPS OF ENGINEERS AND COAST GUARD REQUIRE DRAWINGS ON 8-112 X 11 INCH SHEETS. LARGER DRAWINGS MAYBE REQUIRED BY OTHER AGENCIES. 8.WILL THE PROJECT BE CONSTRUCTED IN STAGES? 21 YES ❑NO PROPOSED STARTING DATE:2002(annually as required) ESTIMATED DURATION OF ACTIVITY:10 years 9.CHECK IF ANY STRUCTURES WILL BE PLACED: N/A ❑WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH OR TIDAL WATERS;AND/OR ❑WATERWARD OF MEAN HIGH WATER LINE IN TIDAL WATERS 10.WILL FILL MATERIAL(ROCK,FILL,BULKHEAD,OR OTHER MATERIAL)BE PLACED: N/A ❑WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH WATERS? IF YES,VOLUME(CUBIC YARDS) /AREA (ACRES) ❑WATERWARD OF THE MEAN HIGHER HIGH WATER FOR TIDAL WATERS? IF YES,VOLUME(CUBIC YARDS) AREA (ACRES) 2 11.WILL MATERIAL BE PLACED IN WETLANDS? ❑YES NJ NO IF YES: A. IMPACTED AREA IN ACRES: N/A B. HAS A DELINEATION BEEN COMPLETED? IF YES,PLEASE SUBMIT WITH APPLICATION. ❑YES ❑O NO C. HAS A WETLAND REPORT BEEN PREPARED? IF YES,PLEASE SUBMIT WITH APPLICATION. ❑YES ®NO D. TYPE AND COMPOSITION OF FILL MATERIAL(E.G.,SAND,ETC.):N/A E. MATERIAL SOURCE:N/A F. LIST ALL SOIL SERIES(TYPE OF SOIL)LOCATED AT THE PROJECT SITE,&INDICATE IF THEY ARE ON THE COUNTY S LIST OF HYDRIC SOILS.SOILS INFORMATION CAN BE OBTAINED FROM THE NATURAL RESOURCES CONSERVATION SERVICE(NRCS):N/A 12.WILL PROPOSED ACTIVITY CAUSE FLOODING OR DRAINING OF WETLANDS? ❑YES ®NO IF YES,IMPACTED AREA IS ACRES. 13.WILL EXCAVATION OR DREDGING BE REQUIRED IN WATER OR WETLANDS? ®YES ONO IF YES: A VOLUME: 800(CUBIC YARDS)/AREA 0.20(ACRES) B. COMPOSITION OF MATERIAL TO BE REMOVED:SiltS,sands and gravel C. DISPOSAL SITE FOR EXCAVATED MATERIAL: Excess soils may be stockpiled on the golf course and used for other landscaping purposes or taken to a permitted off-site disposal location by the contractor. D. METHOD of DREDGING: Typical equipment used may consist of a backhoe/excavator,vactor truck and hand tools. 14.HAS THE STATE ENVIRONMENTAL POLICY ACT(SEPA)BEEN COMPLETED? ®YES ❑NO SEPA LEAD AGENCY:City of Renton SEPA DECISION: DNS,MDNS,EIS,ADOPTION,EXEMPTION DECISION DATE(END OF PERIOD):Feb/96 SUBMIT A COPY OF YOUR SEPA DECISION LETTER TO WDFW AS REQUIRED FOR A COMPLETE APPLICATION 15.LIST OTHER APPLICATIONS,APPROVALS,OR CERTIFICATIONS FROM OTHER FEDERAL,STATE OR LOCAL AGENCIES FOR ANY STRUCTURES,CONSTRUCTION,DISCHARGES,OR OTHER ACTIVITIES DESCRIBED IN THE APPLICATION(I.E.,PRELIMINARY PLAT APPROVAL,HEALTH DISTRICT APPROVAL,BUILDING PERMIT,SEPA REVIEW,FEDERAL ENERGY REGULATORY COMMISSION LICENSE(FERC),FOREST PRACTICES APPLICATION,ETC.)ALSO INDICATE WHETHER WORK HAS BEEN COMPLETED AND INDICATE ALL EXISTING WORK ON DRAWINGS. TYPE OF APPROVAL ISSUING AGENCY IDENTIFICATION DATE OF APPLICATION DATE APPROVED COMPLETED? NO. SEPA-DNS City of Renton LUA 96-009 February,1996 Yes Hydraulic Project Approval WDFW No Nationwide Permit USACOE No Water Quality Certification WDOE No No 16.HAS ANY AGENCY DENIED APPROVAL FOR THE ACTIVITY DESCRIBED HEREIN OR FOR ANY ACTIVITY DIRECTLY RELATED TO THE ACTIVITY DESCRIBED HEREIN? ❑YES 71 NO IF YES, EXPLAIN: SECTION B-Use for Shoreline and Corps of Engineers permits only: W.TOTAL COST OF PROJECT. THIS MEANS THE FAIR MARKET VALUE OF THE PROJECT,INCLUDING MATERIALS,LABOR,MACHINE RENTALS,ETC. 40,000 18.LOCAL GOVERNMENT WITH JURISDICTION: City of Renton 19.FOR CORPS,COAST GUARD,AND DNR PERMITS,PROVIDE NAMES,ADDRESSES,AND TELEPHONE NUMBERS OF ADJOINING PROPERTY OWNERS,LESSEES,ETC.. PLEASE NOTE: SHORELINE MANAGEMENT COMPLIANCE MAY REQUIRE ADDITIONAL NOTICE—CONSULT YOUR LOCAL GOVERNMENT. NAME ADDRESS PHONE NUMBER Beulah E.McCarty, 4012 Maple Valley Hwy,Renton,WA 98058 25-228-3487 3 SI�CTjON r- This section MUST be completed for any permit covered by this application 0.APPLICATION IS HEREBY MADE FOR A PERMIT OR PERMITS TO AUTHORIZE THE ACTIVITIES DESCRIBED HEREIN. I CERTIFY THAT I AM FAMILIAR WITH THE INFORMATION CONTAINED IN THIS APPLICATION,AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF,SUCH INFORMATION IS TRUE,COMPLETE,AND CCURATE. I FURTHER CERTIFY THAT I POSSESS THE AUTHORITY TO UNDERTAKE THE PROPOSED ACTIVITIES. I HEREBY GRANT TO THE AGENCIES TO WHICH HIS APPLICATION IS MADE,THE RIGHT TO ENTER THE ABOVE-DESCRIBED LOCATION TO INSPECT THE PROPOSED,IN-PROGRESS OR COMPLETED WORK. I AGREE TO START WORK ONLY AFTER ALL NECESSARY PERMITS HAVE BEEN RECEIVED. SIGNATURE OF APPLICANT OR AUTHORIZED AGENT DATE f � Zoo Z I HEREBY DESIGNATE TO ACT AS MY AGENT IN MATTERS RELATED TO THIS APPLICATION FOR PERMIT(S). I UNDERSTAND THAT IF A FEDERAL PERMIT IS ISSUED, I MUST SIGN THE PERMIT. SIGNATURE OF APPLICANT DATE SIGNATURE OF LANDOWNER(EXCEPT PUBLIC ENTITY LANDOWNERS,E.G.Di DATE THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND THE AGENT,IF AN AUTHORIZED AGENT IS DESIGNATED. 18 U.S.0§1001 provides that: Whoever,in any manner within the jurisdiction of any department or agency of the United States knowingly falsifies,conceals,or covers up by any trick,scheme,or device a material fact or makes any false,fictitious,or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false,fictitious,or fraudulent statement or entry,shall be fined not more than$10,000 or imprisoned not more than 5 years or both. COMPLETED BY LOCAL OFFICIAL A. Nature of the existing shoreline. (Describe type of shoreline, such as marine, stream, lake, lagoon, marsh, bog, swamp,flood plain, floodway, delta; type of beach, such as accretion, erosion, high bank, low bank, or dike; material such as sand, gravel, mud, clay, rock, riprap; and extent and type of bulkheading, if any:) B. In the event that any of the proposed buildings or structures will exceed a height of thirty-five feet above the average grade level, indicate the approximate location of and number of residential units, existing and potential, that will have an obstructed view: C. If the application involves a conditional use or variance, set forth in full that portion of the master program which provides that the proposed use may be a conditional use, or, in the case of a variance,from which the variance is being sought: These Agencies are Equal Opportunity and Affirmative Action employers. For special accommodation needs,please contact the appropriate agency in the instructions. 4 Sent by^ KCM 2064435372; 05/11 /02 12:22PM;)effo #827;Paae 1 /6 2 Facsimile Transmission Tetra Tech/KCM Inc. Date: May 11, 2002 To: Name: Cary Sehimek Organization: City of Renton Fax#: 425-430-7241 Phone#: 425-430-7206 C• Caroline Barnes, Tony 1Vlelone, Render Denson, Janice Martin, Central Riles From: Name: Brad Wakeman Office: Seattle Project No./Name: 2240018/2002 Small Drainage Problems No. of Pages (inc. cover): * Originals To Follow: ❑ Via: Iftransmiavan is not complete,please cell Receptionist.?t(206)443-5300 Gary, FYI - Here's the "complete" story from the Washington Department of Fisheries, Catalog of Washington Streams and Salmon Utilization, November 1975 concerning Maplewood Creek, please see attached map and descriptions of WRIA 08-0302. When this was published, the creek was "Unnamed". Thanks, Brad Wakeman (206) 443-2546 Tetra Tech/KCM, Inc. • 1917 First Avenue & Seattle, WA 98101-1027 •Tel 206 448-6800 9 Fax 206 443-5372 Sent by: KCM 2064435372; 05/11102 12:22PM;)etfax #827;Page 2i6 CEDAR RIVER Renton Area This segment exrends over nine stream miles of the limiting Factors lower Cedar River from its mouth to the upper)ones Road Screambed quality rends to deteriorate through the lower Bridge. Ten small tributaries add 13.6 linear miles of stream half of this sctctch of river, caused by increased amounts of length- The area is located within, and cast of Renton. Ac. sand and silt within the gravel. A number of high clay bank cess to much of the drainage is by Highway 169, the slicics contribute to this contamination. Persistent low flows Renton-Maple Valley Road. during critical dry seasons,as well as occasional flow fluccua. tions generally associated with power peaking, can have Stream Description drastic effects on salmon populating the system, Occasional From the upper Jones Road Bridge, the Cedar River severe flooding scours streambed gravel containing incu- winds westerly for seven miles to Renton, then northwest bating eggs or fry. Strearnbed channelizacion, gravel re- about 1.5 miles through Renton to the southern end of Lake moval, and some bank protection activities have restricted Washington. principal tributaries include Madson and Mo. the quantity and quality of available production habitat. lasses creeks. Water quality is presently good, except for occasional re. The valley throughout most of this segment is relatively leases of toxic materials in and about the Renton vicinity. broad and quite flat Bottorr:iland cover consists of scattered Quality will suffer,however,with increased development in stands of deciduous trees,underbnuh and some mixed coni. the upper watershed. Tributaries have already been dis. fors. Side valley terrain is relatively low, but rises abruptly turbed to a large degree by development occurring in their from the valley floor. Here mitred deciduous and conifer upper watersheds. Poaching of salmon is serious within this growth provides the canopy. Development over the upper area due to the river's close proximity to heavily populated five miles is comprised of scattered rural and suburban resi. areas, case of accessibiliry, and exceptional number of dences, with a few moderate-sized farms. Toward Renton, salmon returning to these waters each fall. rural development Meads into mixed reside ntial-coinmer- cial, while through Renton the commcrcial gives way to Beneficial Developments industrial complexes, particularly along the lower mile of No facilities to dircccly benefit salmon production have Cedar River. Very heavy recreation use occurs on the river been developed in this area. A number of potential throughout this area, spawning channel sites have been investigated, however, The river maintains a moderare to gentle gradient all the there has been no action to implement such projects.Artifi- way through this section, with its stable channel containing cial propagation programs have included releases within a few channel splits.Summertime scream widths range from these waters. about 12 to 25 yards, averaging 20 yards, A good-co-excel- lent pool-riffle balance exists through most of this section, Habitat Needs with numerous long gliding riffles predominating. The A major habitat requirement for this section of the river stream bottom is mainly gravel and nubble composition, for the most parr quite stable. Algae growth is heavy in some involves preserving the exisurtg scream side coves, and re- the cover wherever possible. Natural streams and areas during the warmer summer months. Scream bank; are characterized by low earth cues,broad gravel-rubble beaches, streambed conditions should be maintained. Saeambed re- ar artificially contoured and ripnppcd stretches.Many of the habilitation,principally gravel cleaning,over the lower four mules could rove highly beneficial by providing additional lower river banks, particularly in the vicinity of Renton, p have experienced extensive bank protection work. Scream spawning area and achieving greater production from ex- side cover has inrermittent srands or thickets of deciduous isting spawning habitat. Effectivc control of severe floods, trees and underbrush separated by lengthy areas of cleared along with flow augmentarion during periods of prolonged land. Most of the smaller tributaries entering within this low flow would also be very beneficial. Should sockeye stretch exhibit moderate to gentle gradient as they cross the salmon spawning escapements continue to build, the crea. valley floor; however, they are relatively steep as they fall cion of deep holding pools within the river channel may from the adjacent hillsides above. Some offer limited access prove to be a necessary habitat requirement. from the Cedar,presenting mainly gravel and sand bosoms. Salmon Utilization For its size, the Cedar. River in this section suppcuts one of the largest populations of salmon in the scare. It provides transportation, excrllenr spawning and rearing conditions. and is utilized by chinook,coho,and sockcyc salmon.Excep- tional numbers of sockeyc and a large population of Chinook spawn in the extensive riffles in this area. The heaviest spawning concentrations occur in the upper five miles of this section.The smaU tributaries entering along this stretch limited we by coho and s Lc ye. Lake Washington—701 Sent by: • KCM 2064435372; 05/11i02 12:23Pk4;)gj&2 #827;Paae 3/6 CEDAR RIVER Renton Area 16' � o' 2 m �j}�— So�+ncDa i�Ota S+rccr n Renipr. Cn'!Srp iJ3� ci90.' (n q � Lake 7 ROoc �. 6 ranee p ti9 a � 10 Petrov;16ky RD70 LUAe Oss�rc I I �noCy LGr.r, 1..4,c Lakal SYMBOLS PASSABLE - BARRIERS - IMPASSABLE '11}1 �GCud4��+ 111L_ Falls Cio6Cg0e3 tY 1� Beaver Dams m 4 Q $fiUdO++ Lop Jorrs Dam: i Salmon Hcichery Q4 Fish Passoge Fociliiy 1 Sirsorn Gags C^ Stream Milo Reterence Polnt I 1/2 0 1 MILE Sent by. KCM 20644353721 05/11 /02 12:23PM;JCffpA #827;Page 4/6 CEDAR RIVER—RENTON AREA Lake Washington Basin —WRIA 08 Stream Location Drainage Number Stream Name Of Mouth Length Area Salmon Use 0299 Cedar River Sec7,T23N,R5E 58.0 188.01 Chin.: Coho, Sockeye 0302 Unnamed RB-3.4 1.2 Coho 0304 Molasses Creek LB-4.05 2.1 — Coho, Sockeye 0305 Modson Creek LB-4.5 2.9 — Coho 0310 Unnamed RB-7 25 1.2 — (Coho) 0311 Unnamed LB-7.75 1.7 — Unknown (Cont. Lk. Wash. 803) 1 Includes 3.67 square mi►es in vicinity of Youngs Lake. Lake Washington—703 Sent by:• KCM 2064435372; 05/11 /02 12:24PM;JetFax #827;Paae 5i6 RIVER MILK IN= LAKE 4ASUNGTON BASIN (WRLA-DS) Supplement Scream Mile Drainage strsa th pWgyer Locarion Description Ares 11*ns sq. mt. miles CEDAR RIVER 0299 0.0 Mouth (1)E4 Sect i23N R5E Southern and Lake Waehin ton - 1B8.0 1J 50.0 mile point 11.5) 0.01 -Bridge 0.75 BosingBrid c 1.05 Logan Street 1.1 Burlin ton NorONtria R.R. 1.2 Williams Street 1.9 Walls Serest 1.44 Ga in etatiou "at Renton" 12-1190 186.0 1� 1.43 Bronson Way 1.59 Houacr Way 1.6 ChiCAPO Milvaukeg S ul. and Paelfic R.R. 1.61 1 Interstate Al hva• ' 0300 2.35 1 UNNAMED TRIBUT.W .B 0.AS 0301 2.6 MAHP 731BUThRY U 0.45 Privare r 5Chicako K13,waqe t, f. c R R. inea J 0.0 Mouth 1.2 0.14 L Chicago Mlvaukee St. Paul and Pacific R-R. 0.15 Stata Highway 169 0303 0.75 U_tWD i&IBUTARY (LB) 0.4 1.2 aeadwa era 0304 4.05 MouSSES CREEP (LB) 0.0 Mouth 2.1 0.95 Under round a uaduct 1.0 Under round a ueduee 1.55 Petrovicaky Road 2.0 Road 2 Aeadvstern 4.2 State Nikhvay 169 4.21 CbjSAxo yAlvaukee St. Paul and Pacific R.P. 0 4 5 Mouth0.0 2.9- 0.7 jonelRoa 0 65 Ch ca o lvaukeo St. Paul and Pacific R-R. 0 86 - :i 1jighygy 169 1.94 0306 UNCD 0.45 l/Includes 3.67 square milse in vicinity of Youngs Lake. 2/Prom m1le point 0.0 to 0.16 no ourface flow indicated. Lal:t Wathinston 720.01 Sent b KCA4 2064435372' 05%11 j02 12:24PA4;Jgjfax #82i;Haae wo y.: 9upplemca[ Drainage berw Strata rills D+acz�pt3aa A Number Location tQ. ■1. ai •• 5.2 Jonto Road 0.6 0207 5.4 BU UNNAm TRITARY (RI) 0309 7.1 VwM= TRIBUTARY (RB) 0.9 0.0 Mouth 0,2 Jones Road 0309 0.6 LIDTNAff-D TRTBUTARY U) 0.2 0.9 Beadvatars 0310 7.25 UNN1.M TRIBUTARY (LB) 1.2 0311 7.75 UN 9 SRIBUIaeY (LB) 1.7 0.0 moutk 0.05 Chic a milwa'kee St. faul and Pacific R.R. 0.7 State H hue 169 0312 G.75 UNNAMED TRIBUTARY RB 6.5 0313 1.1 UNNAMED TRIBUTARY (RB) 0 1.7 Headwaters 2 0315 8.9 UNXAM80 TRIBUTARY HB 3 9.25 s.e. 50th Street Jones Road) 170.0— -Y1nclu4ies 3.67 aware mile,& in vicinity of Youngs Lakc. 1973, Lake Washington 720.02 ::.::.::.::.::.:.:::.::.::::.:::.::.:.:.:::...::.:.::.::.::.::.::......:.::.;:.::.::.::.:;. ::..::>:IQ€X1(3P ENT... ` `:`` 1: 1: ` .L... .H. .L1.... ..... ......... A. BACKGROUND 1. Name of proposed project, if applicable: Maplewood Creek Flooding and Habitat Improvement Projects 2. Name of applicant: City of Renton Surface Water Utility 3. Address and phone number of applicant and contact person: Daniel Carey, P.E. City of Renton Surface Water Utility 277-6193 4. Date Checklist prepared: 1/23/96 5. Agency requesting checklist: City of Renton Development Service Division 6. Proposed timing or schedule (including phasing, if applicable): The project includes two construction phases and one conceptual phase: • Phase 1 - Construction of a new low-flow fish passage channel for Maplewood Creek across the golf course • Phase 2 - Reconstruction of the existing sedimentation basin at the Maplewood Golf Course • Phase 3 - High flow capacity improvements to the existing channel of - Maplewood Creek (conceptual) Phase 1 will construct a new low-flow fish passage channel across the golf course. The new channel will begin next to the existing sedimentation basin and old club house at the north side of the golf course. The channel will extend across the middle of the golf course to the southwest corner, where it will be connected to a fish ladder that goes under SR 169 to the Cedar River. The fish ladder was constructed in 1994 by WSDOT as part of the SR 169 widening project, and in agreement with the Department of Fisheries and the City of Renton. Phase 2 will reconstruct the existing sedimentation basin at the north side of the parking lot next to the old club house. The new sedimentation basin will be extended about 70 feet south into the old parking lot and will be approximately three times the size of the existing basin. The new sedimentation basin will include a fishway outlet that will be connected to the new fish passage channel. The upper concrete dam, approximately 500 feet upstream of the existing basin, will be notched or removed to allow the creek to reestablish a natural flow. Unstable and eroding side slopes next to the construction areas will be stabilized. The construction area will be re- vegetated after the project is completed. Phase 3 is conceptual and would involve enlarging the existing channel for Maplewood Creek to be capably of carrying the peak flow from the 100-year, 24-hour storm event. The enlarged channel would probably consist of a trapezoidal cross section with grass vegetation similar to the surrounding golf course. The side slopes could range from 5 to 1 (horizontal to vertical) to 3 to 1, depending on the flow requirements and golf course needs. The Parks Department is currently performing major landscaping and other construction work to reshape existing Golf Course features. Work proposed as part of this project will be coordinated with the Parks Department in order to minimize disturbance to golf course operations and Maplewood Creek habitat features. Phase 1, construction of the new low flow channel, is proposed for April, and possibly May 1996, if necessary. Construction will try to be completed by May 1 st to reduce impacts to golf course use during the busier season. If construction does not occur in the spring it may be delayed to September and October 1996. Although construction would occur in the "wet" season, precautions would be taken to avoid the release of turbidity into the Cedar River. During construction the new channel will not have any water from Maplewood Creek flowing in it. Erosion and sedimentation prevention best management practices (BMPs) would be used to control the creation and movement of turbidity from rainfall runoff. Sediment control features such as hay bales and filter fabric fences will be placed at the end of the channel to control sediment before runoff is discharged into the fish ladder under SR 169. Phase 2, reconstruction of the sedimentation basin, is proposed to begin after September 2,1996 (Labor Day) to reduce impacts to golf course use during the busier season. Construction may last through September and Y October. Approval will be needed from the Department of Fisheries to allow work in the creek after September 15. Fisheries has granted approval to work outside the fisheries construction window in similar cases. The Surface Water Utility and Parks Department will revise the construction schedule if approval for work after September 15th is not granted. Construction will probably start with removal of the upper concrete dam and slope stabilization repairs in that area. Reconstruction of the new sedimentation basin and adjacent bank erosion stabilization would then Lower Maplewood Creek Flooding and Habitat Improvements Page 2 H:DOCS:96-061:DWC:ps proceed. During construction, flow from Maplewood Creek will be diverted around the construction area and will be directed into the existing channel. After construction, flow from Maplewood Creek will be directed into the new low flow fish passage channel. Phase 3 is conceptual, and currently is not funded or scheduled for construction. It is included since improvements should be made to the existing channel to size it to carrying the predicted peak flow from the 100- year, 24-hour storm event for future conditions. See the attached Project Description for a more detailed explanation of the project. 7. Do you have any plans for future additions, expansions, or further activity related to or connected with this proposal? If yes, explain. Monitoring and maintenance activities only. Neither the sediment basin nor the low-flow channel are expected to require extensive repair or maintenance after construction. However, periodic sediment removal would be required from the sediment basin. Occasional sediment removal may be needed from the new channel. The amounts and frequency of sediment removal from the basin is directly dependent on the size and frequency of precipitation events in the area, and the erosion of soil in the upper canyon. Occasional slope failures in the canyon tend to cause abrupt increases in the amount of sediment carried to the basin. All sediment collected by the basin needs to be removed to maintain the sedimentation basin efficiency. On the average 600 cubic yards of sediment per year may be captured by the basin and need to be removed. In addition, because the pond would not be 100% efficient at capturing suspended sediments, some deposition of finer sediments in the downstream channel could occur and may require removal on an infrequent basis. It is difficult to predict when sediment removal would be required. However, to a maximum extent practicable, maintenance activities which require work within the stream would be scheduled within the summer resource protection construction window, and would occur with prior notification to the Washington Department of Fish and Wildlife and other affected agencies. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. The following-reports were prepared for this proposal for the Army Corps of Engineers Section 404 Permit and the JARPA Application, and are included with the SEPA Checklist: • Project Description - Maplewood Creek Flooding and Habitat Improvement Projects ( Harza Northwest Inc., December 1995 ) • Riparian and Instream Habitat Report - Maplewood Creek Fish Passage Channel Project ( Harza Northwest Inc., December 1995 ) • Wetland Delineation Report - Maplewood Creek Flooding and Habitat Improvement Projects ( Harza Northwest Inc., December 1995 ) Lower Maplewood Creek Flooding and Habitat Improvements Page 3 H:DOCS:96-061:DWC:ps • Maplewood Creek Sedimentation Basin Reconstruction and Improvement Project ( Harza Northwest Inc., November 1994 ) Existing flooding, erosion, sediment, and aquatic habitat conditions associated with the Maplewood Creek basin are discussed in detail in the Cedar River Current and Future Conditions Report (King County SWM, April 1993.) The projects that make up this proposal - the sediment pond reconstruction and low-flow channel - are recommendations of the Draft Cedar River Basin and Non-Point Action Plan (King County SWM, February 1995). (The anticipated environmental impacts associated with the Cedar River Basin Plan are discussed in a Draft Environmental Impact Statement (DEIS), also prepared by King County SWM, February 1995). An Environmental Assessment (EA) and Finding of No Significant Impact (FONSI), dated February 27, 1995,- were prepared by the Federal Emergency Management Authority (FEMA - Region X) for the Maplewood Creek Sedimentation Basin Reconstruction. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None known. 10. List any governmental approvals or permits that will be needed for your proposal, if known. City of Renton Shorelines Substantial Development Permit Washington Dept. of Fisheries and Wildlife Hydraulic Project Approval (HPA) Washington Dept. of Ecology Water Quality Certification Washington Dept. of Ecology Short Term Water Quality Modification U.S. Army Corps of Engineers Nationwide or Section 404 permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The project includes two construction phases and one conceptual phase: • Phase 1 will construct a new low-flow fish passage channel across the golf course. The new channel will begin next to the existing sedimentation basin and old club house at the north side of the golf course. The channel will extend across the middle of the golf course to the southwest corner, where it will be connected to a fish ladder that goes under SR 169 to the Cedar River. The new channel will be about 1850 feet long, 12 to 26 feet wide, and 4 feet deep. • Phase 2 will reconstruct the existing sedimentation basin at the north side of the parking lot next to the old club house. The new sedimentation basin will include a fishway outlet that will be Lower Maplewood Creek Flooding and Habitat Improvements Page 4 H:DOCS:96-061:DWC:ps connected to the new fish passage channel. In addition, the upper concrete dam approximately 500 feet upstream of the existing basin will be notched or removed to allow the creek to reestablish a natural flow. Unstable and eroding side slopes next to the construction areas will be stabilized by excavating unstable material and placing riprap and plantings. The new basin will be about 160 feet long, 90 to 150 feet wide, and 6 1/2 feet deep. • Phase 3 is conceptual and would involve enlarging the existing channel for Maplewood Creek to be capably of carrying the predicted peak flow from the 100-year, 24-hour storm event for future conditions. Phase 3 currently is not scheduled for construction, but is included since improvements should be made to the existing channel to carrying the 100-year peak flow. The existing channel is about 1 100 feet long. The enlarged channel would consist of a trapezoidal cross section 24 to 40 feet,wide with 5 to 1 (horizontal to vertical 1 side slopes, and vegetation similar to the surrounding golf course. See the attached Project Description for additional information. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topography map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The project is located on the western side and middle of the Maplewood Golf Course, north of SR 169. The sedimentation basin is located in the center part of the golf course, north of the parking lot for the old club house, about 1200 feet north of SR 169. The project is located within Sections 15, 21 and 22, Township 23 North, Range 5 East. See attached Project Description for additional information. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one): flat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? Slopes generally vary from 1 % to 10% on the golf course, where the majority of the construction for the low flow channel and new sedimentation basin would occur. Steep slopes, up to 70% grade, are located next to the existing sediment basin and upper concrete dam. Lower Maplewood Creek Flooding and Habitat Improvements Page 5 H:DOCS:96-061:DWC:ps C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Clay Sandy silt loam Sand Gravel, cobble d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. The slopes next to the upper dam are steep and subject to soil sluffing and potential failure. The sections next to the upper dam will be reinforced with riprap and vegetation to improve their stability. See attached project description for additional information. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Construction of the low-flow fish passage channel will involve excavating a new channel for Maplewood Creek across the golf course. About 8000 cubic yards (cy) of soil may be excavated. In some areas where channel excavation would not provide adequate freeboard, material from the channel excavation would be used to berm next to the channel to provide consistent channel depth. Excess soil may be stockpiled on the golf course and used for construction of the new sedimentation basin, for other landscaping purposes on the golf course, or taken to an off site disposal location by the contractor. Some clay material (1600 cy) may be imported to the site from commercial borrow pits and used beneath the channel to prevent losses of water from the stream into the underlying soil. About 400 cy of select gravel and cobbles will be imported to the site for the new channel bottom. Construction of the new sedimentation basin would require excavating about 3500 cy of soil to deepen and widen the pond. Some of the soil would be used to rebuild the berm which forms the new basin. Where necessary, off-site material to meet specific construction requirements will be imported from commercial borrow pits. Some imported fill and rock ( 200 cy) would also be required to stabilize the steep (> 70%) slopes which are adjacent to the upper concrete dam and existing sediment basin. Stabilization would be accomplished through over-excavation of the slope toe and replacement with imported quarry spalls, graded rock, and vegetation. Excess soil may be stockpiled on the golf course and used for other landscaping purposes on the golf course, or taken to an off site disposal location by the contractor. Lower Maplewood Creek Flooding and Habitat Improvements Page 6 H:DOCS:96-061:DWC:ps f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. This project is intended to reduce the amount of erosion and sediment deposition in Maplewood Creek and the Cedar River by constructing a new more efficient sedimentation basin, and stabilizing some steep slopes in the construction area. Precautions will be taken to ensure that turbidity would not be released to Maplewood Creek, and that neither Maplewood Creek nor the Cedar River will be adversely affected during construction. During construction, the new low flow channel would function as its own sediment pond. Excavation of the channel will begin at the downstream end, and rainfall runoff from the excavation will be allowed to settle and reduce its turbidity before discharge to the fish ladder. Sediment control features such as hay bales and silt fences will be used. Complete connection to the fish ladder would be accomplished after channel construction is completed, and will be "in the dry" with no water in the channel. Connection of the upper end of the low-flow channel would not occur until the new sediment basin construction is completed. Construction of the new sedimentation basin will probably start with removal of the upper concrete dam, accumulated sediment, and slope stabilization repairs in that area. The existing sediment basin would be kept in operation during this work. Reconstruction of the new sedimentation basin and bank erosion stabilization in that area would then proceed. During construction, flow from Maplewood Creek will be diverted around the construction area and will be directed into the existing channel. Silt fences, straw bales, and other BMPs would be used during construction to prevent material from eroding and discharging to Maplewood Creek. Re-vegetation of disturbed areas would occur as closely as possible to the completion of grading activities in the area. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? The project will not add any new impervious area to the site. Existing impervious area will be reduced when part of the existing parking lot is used for the new sedimentation basin. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Best management practices and other methods would be used during construction to control and prevent erosion. Silt fences, straw bales, and other BMPs would be used to prevent material from eroding and discharging to Maplewood Creek. The size of disturbed areas would be minimized and disturbed areas would be restored as soon as possible with vegetation. Lower Maplewood Creek Flooding and Habitat Improvements Page 7 H:DOCS:96-061:DWC:ps 2. AIR a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. During construction emissions from construction equipment (diesel- powered excavators and dump trucks) would be expected. No emissions are expected following construction as a result of this proposal. b. Are there any off-site sources of emission? No. C. Proposed measures to reduce or control emissions or other impacts to air, if any: The contractor would be required to provide properly functioning equipment meeting existing state and federal emissions guidelines. 3. WATER a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Yes, the upper concrete dam and sedimentation basin are within the Maplewood Creek channel. The low flow fish passage channel will be in the immediate vicinity of the fish ladder (currently dry) under SR 169, which is connected to the Cedar River. There are no wetlands mapped on the site in the National Wetlands Inventory map and the City of Renton Critical Areas Inventory. However, low quality wetlands vegetation was found along the waters edge of the upper concrete dam , the existing sedimentation basin, and the existing channel of Maplewood Creek across the golf course. The sedimentation basins and their associated wetlands do not meet the City of Renton definition for regulated wetlands because they are maintained as stormwater management facilities. Wetlands along the existing Maplewood Creek channel meet the City's definition of Category 3 wetlands because they have been disturbed by channelization, grading, excavation, and mowing. According to the City's Wetland Management Ordinance, buffer areas for a Category 3 wetland within an urban designation would usually include 25 feet on either side of a wetland. At this site, proposed construction and Lower Maplewood Creek Flooding and Habitat Improvements Page 8 H:DOCS:96-061:DWC:ps maintenance activities are similar to those currently used, and no impacts are expected. The wetland vegetation areas along the waters edge will be disturbed during construction. After construction, wetland vegetation will have the opportunity to re-vegetate the pond and stream banks, as it has now. In addition, the low flow fish passage channel will be longer than the existing channel and will have habitat planting along its sides. Overall, the area available for wetland vegetation will increase and the fish passage channel is expected to provide a higher quality area for wetland plants than the existing channel. About 0.42 acres of existing wetland area would be affected, but 1.45 acres of new, higher quality, wetland area would be created by the projects. Under the City's Ordinance a ratio of 1.5:1 is typically required for Category 3 wetlands. The proposed low flow channel is designed to provide on-site mitigation at a ratio of 3:1 for all wetland impacts, including those associated with the sedimentation basins. Although some of the mitigation will be out-of-kind (i.e. palustrine scrub shrub instead of palustrine emergent vegetation), wetland functions and values are expected to be much higher than the wetlands that will be affected. All wetlands in the Project area will fall under the Corps of Engineers jurisdiction, and it is anticipated that the proposed mitigation will be adequate to meet Corps requirements. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Yes, removal of the upper concrete dam and construction of the new sediment basin will occur within the Maplewood Creek channel. The new low flow fish passage channel will be connected to the end of the WSDOT fish ladder, which is about 180 to 200 feet from the Cedar River. About the last 20 feet of the channel will be within 200 feet of the Cedar River. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Construction of the low flow fish passage channel would involve excavating up to 8,000 cy of soil. About 1,600 cy of clay and 400 cy of gravel and cobbles may be imported and placed. This work is located on the western side of the golf course, and would not occur in any existing surface water or wetland areas. Construction of the new sediment basin would involve excavating and placing approximately 7,000 cy of material in or around Maplewood Creek. About 1,000 cy of accumulated sediment would be excavated Lower Maplewood Creek Flooding and Habitat Improvements Page 9 H:DOCS:96-061:DWC:ps for work on the upper concrete dam, 250 cy of soil during side slope stabilization, and 3,500 cy of soil during work on the existing sediment basin. About 250 cy of material would be placed for slope stabilization, and 3,000 cy of material for the new sediment basin. Construction of the high flow channel would involve excavating approximately 3,000 cy of material in or around the existing channel for Maplewood Creek. Currently, this work is not scheduled for construction as part of the project. Specialized fill, such as quarry spalls, rock, gravel, and clay for an impervious layer would be imported to the site from commercial pits and sources. Some material excavated from the channel and existing sediment basin would be used as fill for the new sediment basin. Excess soil may be stockpiled on the golf course and used for other landscaping purposes on the golf course, or taken to an off site disposal location by the contractor. See the attached Project Description for additional information. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. Surface water will be diverted from the existing channel of Maplewood Creek to the new low flow fish passage channel. Following construction of the new sediment basin, Maplewood Creek baseflows ( 0 to 20 cfs) will be directed into the new low-flow fish passage channel, the WSDOT fish ladder, and to the Cedar River. The existing channel across the golf course ( high flow channel ) is planned to be dry. A valve will be installed in the sedimentation basin and It will be possible to keep a small base flow in the existing channel, if required. Flows in Maplewood Creek above 20 cfs will go to both the low flow channel and the high flow channel. The maximum design capacity of the low-flow channel is approximately 45 cfs. At that point the high flow channel would be taking about 347 cfs for a total of 392 cfs the peak runoff from the 100-year storm event). It was estimated that the high flow channel would be used approximately 7 days per year on average, primarily during the winter high flow months. The private property owner on the golf course, located southeast of the existing sediment basin, has a Certification of Surface Water Right to use 0.03 cfs each year for domestic supply and fish propagation (permit no. 16023). Currently, the owner has a inlet in the existing sediment basin that supplies water to the property. The City will Lower Maplewood Creek Flooding and Habitat Improvements Page 10 H:DOCS:96-061:DWC:ps construct a new inlet in the new sediment basin to replace the existing inlet that will be removed during construction. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. Most of the area that would be affected by the sediment pond reconstruction is in or adjacent to Maplewood Creek, and would be within the 100-year floodplain of the creek. The proposed low-flow channel would be constructed through upland area. The lower portion of the low flow channel is located within the 100-year flood plain for the Cedar River ( as mapped by FEMA). 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals . . .; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. N/A C. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. The majority of runoff to Maplewood Creek comes from the 1 ,032 acre drainage basin on the plateau above the golf course (to the north). Runoff flows from the plateau into Maplewood Creek, through the ravine, and onto the golf course. On the golf course the creek flows in a surface channel until it reaches SR 169. From SR 169 Maplewood Creek is conveyed in a WSDOT 72-inch pipe to discharge to the Cedar River. Lower Maplewood Creek Flooding and Habitat Improvements Page 11 H:DOCS:96-061:DWC:ps The golf course consists of about 67 acres. Runoff from the majority of the golf course is not collected by a drainage system. Most of the rainfall infiltrates the soil, and the remainder flows across the golf course in an unconcentrated form. Runoff from some areas can flow to the channel for Maplewood Creek, other areas flow off the golf course to adjacent property, or pond in low points on the golf course. The vast majority of water in the low flow fish passage channel will come from the Maplewood drainage basin on the plateau above the golf course. Rainfall runoff flowing across the golf course will be encouraged to infiltrate by providing a small 2 percent slope at the top of the fish passage channel. The golf course utilizes BMPs by following manufacturer's instructions, and State and Federal regulations for pesticide and fertilizer application. Runoff from the golf course is not expected to affect water quality in the channel. The new sediment basin will be constructed at the location of the existing basin and the old clubhouse parking lot. The new basin will not change existing runoff patterns. 2) Could waste materials enter ground or surface waters? If so, generally describe. a No. d. Proposed measures to reduce or control surface, ground, and runoff impacts, if any: N/A 4. PLANTS a. Check or circle types of vegetation found on the site: _X_ deciduous tree: alder, maple, aspen, other: cottonwood _X evergreen tree: fir, cedar, pine, other: _X_ Shrubs X grass crop or grain X Wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other Some species observed include horsetail, giant horsetail, creeping buttercup, reed canary grass, soft rush, smart weed, brooklime, large- leaved avens, and Watson's willow herb. water plants: water lily, eel grass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Notching the upper concrete dam, slope stabilization, and construction of the new sedimentation basin will disturb the existing low quality wetland vegetation along the waters edge. Some upland vegetation (trees, shrubs, grasses, etc.) will also be disturbed by construction. Lower Maplewood Creek Flooding and Habitat Improvements Page 12 H:DOCS:96-061:DWC:ps Construction of the low-flow fish passage channel across the existing golf course will disturb golf course landscaping grasses, shrubs and trees. Some of the existing trees within the channel alignment may be removed, or relocated within the golf course during construction. As described in Section 3.a. above, the City's consultant has estimated that 0.42 acres of wetlands, predominantly along the edge of the existing creek channel and ponds, would be affected. The new construction will create about 1.45 acres of wetland area with higher values than currently exist. All area disturbed by construction will be re-vegetated. Wetland species are expected to reestablish themselves along the edge of the new basin and low flow channel. See the attached Wetland Delineation Report for more information. C. List threatened or endangered species known to be on or near the site. There are no threatened or endangered species known to be on or near the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: In keeping with the goals of the City's Wetland Management Ordinance, native plant species would be used in the landscaping within the low-flow fish passage channel and in the areas bordering the reconstructed sediment pond. Native vegetation that is compatible with the golf-course environment would be used within the channel to create salmon habitat. Native plant species would also be used around the pond to help stabilize disturbed areas and adjacent unstable slopes. See the attached Project Description for more information. 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: Hawks, heron, eagle, songbirds, other: Mammals: Deer, bear, elk, beaver, other: raccoon Fish: bass, salmon, trou , herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. There are no threatened or endangered species known to be on or near the site. C. Is the site part of a migration route? If so, explain. The Cedar River is a major salmon migration waterway. Although a few salmon have been spotted in Maplewood Creek on the golf course Lower Maplewood Creek Flooding and Habitat Improvements Page 13 H:DOCS:96-061:DWC:ps over the last several years, the creek is not extensively used by salmon or any other species. Migration from the Cedar River to Maplewood Creek is inhibited by the WSDOT 900+ foot long culvert from the Cedar River to the open channel of Maplewood Creek on the golf course. Fish migration upstream of the golf course is currently blocked by the existing sediment pond and old water supply concrete dam. One of the objectives of the project is to re-establish salmon migration to existing habitat areas in the canyon above the golf course. The low flow fish passage channel will be connected to the new fish ladder under SR 169, and to the Cedar River. The low flow channel and new sediment basin would allow migrating salmon in the Cedar River to have easier access to Maplewood Creek and the canyon above the golf course. d. Proposed measures to preserve or enhance wildlife, if any: The project would reestablish the opportunity salmon to migrate in Maplewood Creek to habitat areas above the golf course. In addition, habitat availability within the golf course would be improved through reconstruction of the channel in a manner that provides an increase in substantial vegetation and cover, and potential habitat area. Habitat areas created on the golf course will be done in a manner to balance with the needs of golf course operation. See the attached Project Description for more information. 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. N/A b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: N/A 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. Lower Maplewood Creek Flooding and Habitat Improvements Page 14 H:DOCS:96-061:DWC:ps The completed project will not create any environmental health hazards. During construction fuel and oil spills could occur. 1) Describe special emergency services that might be required. Typical emergency services provided by the Fire Department in case of fire, injury, or fuel spills. 2) Proposed measures to reduce or control environmental health hazards, if any: The contractor will be required to keep construction equipment in good operating condition, and will be responsible for cleaning up any fuel or oil spills. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short term low level noise during construction will occur. 3) Proposed measures to reduce or control noise impacts, if any: The contractor will be required to have mufflers and exhaust systems in good operating condition. Hours of construction would comply with the City Noise Ordinance. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? The site is currently used as a municipal golf course. Adjacent properties are wooded slopes, state highway SR 169, and single family residences. b. Has the site been used for agriculture? If so, describe. In the past the site was used for agriculture. Before the golf course was constructed the upper concrete dam was originally constructed to supply orchards on the site with water from Maplewood Creek. C. Describe any structures on the site. The site contains the old golf course club house and parking lot, the new club house and associated buildings, golf course maintenance Lower Maplewood Creek Flooding and Habitat Improvements Page 15 H:DOCS:96-061:DWC:p s buildings, the new City pump station and water supply wells, the upper concrete dam, and the existing sediment basin. d. Will any structures be demolished? If so, what? Yes. The upper concrete dam will be notched and partially or completely removed. The existing sediment basin will be removed. The old clubhouse patio and part of the old parking lot will be removed. e. What is the current zoning classification of the site? P-1, public use f. What is the current comprehensive plan designation of the site? Rural residential. g. If applicable, what is the current shoreline master program designation of the site? The site is located within an area designated for urban use. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? N/A j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: N/A I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: This project has been undertaken as a result of discussions with WSDOT and WDF&W concerning the SR 169 widening project by WSDOT (constructed in 1993-94). The project is also a recommendation of the Draft Cedar River Basin Plan (King County Surface Water Management Division, 1995). Consultation with fishery and other resource agencies, including WDF&W, USFWS, NMFS, COE, and the Muckleshoot Indian Tribe will Lower Maplewood Creek Flooding and Habitat Improvements Page 16 H:DOCS:96-061:DWC:ps { be undertaken to ensure compatibility with goals for the Cedar River system. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. N/A b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. N/A C. Proposed measures to reduce or control housing impacts, if any: N/A 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The berm that would be constructed at the downstream end of the sedimentation basin will be approximately 8 feet above the existing parking lot. The berm would be constructed of earthen materials with an impervious core, and will be vegetated with grass. b. What views in the immediate vicinity would be altered or obstructed? No views will be altered. C. Proposed measures to reduce or control aesthetic impacts, if any: The project will enhance the aesthetic nature of the area by routing the stream channel through the golf course, using native vegetation where possible in a manner compatible with the golf course use, providing improved salmon habitat, and improving the stability of eroding slopes adjacent to the upper concrete dam and existing sediment pond. 11. LIGHT AND GLARE 4 a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. Lower Maplewood Creek Flooding and Habitat Improvements Page 17 H:D0CS:96-061:DWC:ps C. What existing off-site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any: NA 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? Golfing on the Maplewood Golf Course. b. Would the proposed project displace any existing recreational uses? If so, describe. No. C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: No adverse impacts to recreational opportunity are anticipated to occur as a result of this proposal. The project may expand recreational opportunities through the improvement of fisheries habitat and/or the provision of interpretive signage. 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. There are no places or objects listed on, or proposed for national, state or local preservation registers known to be on the site. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None known. C. Proposed measures to reduce or control impacts, if any: In the event that any landmarks or evidence of historic, archaeological, scientific, or cultural importance are discovered, construction will be stopped and the State Historical Preservation officer will be consulted. Lower Maplewood Creek Flooding and Habitat Improvements Page 18 H:DOC S:96-061:DWC:ps r ' a l 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any: The site is accessed by SR 169, and the golf course entrance and maintenance roads. There will not be public access to the project area since it would conflict with golf course use. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? No. C. How many parking spaces would the completed project have? How many would the project eliminate? The project will not require any parking spaces. About 8,000 square feet of the old parking lot will be eliminated by construction of the new sediment basin. The parking lot is only used for overflow and special event parking since the new club house and parking lot has opened. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so generally describe (indicate whether public or private). The existing access road on the west side of Maplewood Creek, from the existing sediment basin to the upper concrete dam, will be improved by grading and resurfacing with gravel. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so„generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. None. g. Proposed measures to reduce or control transportation impacts, if any: NA 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. There would not be an increased need for public services. Lower Maplewood Creek Flooding and Habitat Improvements Page 19 H:DOCS:96-061:DWC:ps b. Proposed measures to reduce or control direct impacts on public services, if any. N/A 16. UTILITIES a. Circle utilities currently available at the site: natural gas, water, refuse service, telephone, sanitary sewer, septic system, electricity, other Water, sanitary sewer, electricity. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. None. C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there by any willful misrepresentation or willful lack of full disclosure on my part. Proponent: Name Printed: Dan%c l C a rev /.i Date: H:DOCS:96-061:DWC:ps Lower Maplewood Creek Flooding and Habitat Improvements Page 20 H:DOCS:96-061:DWC:ps LEGEND / Q) S) MANHOLES ❑ CB C:DC)Z�G ROCKERY / -3.0 NEGATIVE VOLUME CHANGE +0.8 POSITIVE VOLUME CHANGE GRAPHIC SCALE 20 0 10 20 / +0.4 // f (�.�4 +SY1 4 --11s-�% /// / // ( IN FEET ) 1 inch = 20 ft. 17, - NOTES: +0.1 -o. -1 -2 4 7-'0.4 �a7 .10.� 0.1 MERIDIAN: ASSUMED �l - / 1 DATUM:NAVD ESTABLISHED FROM CITY OF RENTON SEDIMENT BASIN CLEANING -0.1 -O 3 ��0.2 8 -1.41 /d 0.0 AS-BUILT 9/27/02 BY D. CAREY. / -0.1 -0.2//- .2 +0 �1/6 --1.1 1 '\0. do CONTOURS INDICATED REPRESENT THE FINAL GRADING OF THE POND. / +0.0 -0.2/ -0.1 -0!(�/0�� - -1 \ 0.1 +p.61 -0.1 Site Volume Table: Unadjusted /+o.0�op-0.0/ -0.1 +0.0 -9. !Al -3.4 -1-3, -3.0 2.4 +,Q.1 1 + .2 Cut Fitt Net ti�� ^o �! 09 o \ � > Site Stratum Surf Surf --------cu,yds --------- cu_yds --------- cu.yols Method INN/�, ^o I 1 I ------------------------------ ------------------------------------------------------------------------------------------------- / 0�.2 /-O.�J-6��1 -/�.6 -3.4 -3.5 -3.4 -3.�c 2 1-b. I+O. 02242.10 Maplewood Sediment Basin Or iginal Cleaned t 934 36 898 (C) Grid / -0.1 1t�4� �!- ��L.7 -3.4 -3.5 -3.3 -3.3 -3.4 -3.5I �111I 0 l l l i 941 40 902 ()) End Composite / -0.1 J3� 0 -�-2.8 -3.2 -3.3 -3.4 -3.1 -3.2 -3.5 -3(I -1.1 140. /+0.0 -0 /M�j0.2' -1:6 -2.7 -2.9 -2.9 -3.1 -3.1 -3.0 31A �3.4 -2f. 0. - �°ems- � / -0.1 /- 11� -2.6 -2.9 -2.7 -2.6 -2.7 -2.7 .1 3.1 1-2.8 4 b.1 L� 1 .( Parcel Volume Table; Unadjusted / -0.0 -0� 1+1 0.9 -2�5`-3.1 -2.3 -1.9 -2.0 -2.0 -2.2,�2.3 -2.M 0.,4 0. Cut Fitt Net Parcel Stratum Surf Surf2 cu,yds ---- cu.yds----------cu,yds--------Method --------- ` +0.1 +0.2 1 -�3 -3.1\ -3.3 2.5 -1.7 -Q.5 -0.8 -1.0 -1.6 o /ry 0.1 /0.7 A 56,841 sq. n. 1.30 acres P g' / //^ j Maplewood Sediment Basin Original Cleaned 31 871 (C) Grid -0.0 +0.1 +0.3 -O�O \'��9� 1 7 2.8 -2.4 -1.8- �22'0*1.1 -0.7 -1.6 /- / -0.2 -0 5 \ \ / If 7p9�� J 1 � o / +0.4 +0.5 +0.2 -19�� \9 z� -1.6 -2 '( �`5 -0./7 -0.3 oN / +0.1 +0. q 0.1 �� '+ \ 1 L1-/ .5 �0 �6.7 ACCeS \ '� \ ! l WOW BRIDGE s Ro \ / -0.0 +0°0 +0.1 0.a' 0 1\ +@.1� e.Z .8 -0.6 j-0.5 I Z-0. +0.0 �0 `I -0.1 -0.1 Ia`� moP� ( I I I +9 0.� -Ol /6.2 Co C) p 85 ! N 8 -1.0 .1 Parcel Volume Tables Unadjusted Cut Fill Net Z Q >> 9 Parcel Stratum Surf 1 Surf 2---------cu_yds --------- cu,yds----------cu.yds--------Method--------- Zo ----------------------------------------------------- J N N B 5,570 sq. ft. 0.13 acres o Maplewood Sediment Basin Original Cleaned 32 5 27 (C) Grid CL o W z 0 z W X Engineering Planning Surveying VOLUME SURVEY Penhallegon Associates Consulting Engineers, Inc. MAP LE W O O D GOLF COURSE FOR 750 Sixth Street South Kirkland, WA 98033 www.paceengrs.com CITY OF RE N T O N PH: (425) 827-2014 1-800-945-8408 FAX: (425) 827-5043 Kirkland Seattle Federal Way Cie Elum Portland SEDIMENT BASIN POR110N OF: MAP CHK. REVISIONS: DRAWN BY: SCALE: FIELD BOOK FIELD CREW DATE: PROJECT NO. FW sBB 1"=20' 668 RG/sW 09/23/02 02242.10