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Home My Public Portal About2001.10.09 Encroachment Permit L-65-S-114CPAYETTE LAKES AREA OFFICE 555 Deinhard Lane McCall, Idaho 83638-4801 Phone (208) 634-7125 FAX (208) 634-5117 P 1` 4a.J•ck STANLEY F. HAMILTON - DIRECTOR ENCROACHMENT PERMIT NO. L-65-S-114C Permission is hereby granted to CITY OF McCALL of 216 E. Park Street, McCall, ID 83638 to construct and maintain Brown (Mill) Park shore line renovation (removal of existing shoreline approximately 10 feet silt fence to be installed. Pilings will be left to prevent turbidity and to serve as a brace for boulders. Basalt rock foundation with filter fabric, rip rap installed and will start at high water mark, stair stepping inland. Boulders intermixed with basalt rock, area to be replanted. Project to include shoreline clean up. Excavation with track hoe placement of silt fence, filter fabric) to be located as follows: A portion of Govemment Lot 1 of Section 9, Township 18 North, range 3 East, B.M. 1. An approved form of rip -rap will be required to be placed in or next to seawall below and up to the point of OHWM to help dissipate wave energy and prevent excessive bank erosion and adjacent shorelines. 2. All applicable provisions of the Rules of Regulation of Beds, Water, and Airspace over Navigable Lakes and Streams in the State of Idaho are incorporated herein by reference and made a part hereof. 3. Construction will follow details and specifications shown on the approved drawings, and made a part hereof, together with any special conditions, procedures, or endorsements required by the department appearing below. 4. This permit does not convey the State's title to or jurisdiction or management of lands lying below the natural or ordinary high water mark. 5. Acceptance of this permit constitutes permission by the Permittee for representatives of the Department of Lands to come upon Permittee's lands at all reasonable times to inspect the encroachment authorized by this permit. 6. The Permittee assumes all liability for damages, which may result from the exercise of this permit. 7. This permit does not relieve the Permittee from obtaining additional local or federal permits as required. 8. If the activity authorized herein is not completed on or before the 9th day of October, 2004 (three years from the date of issuance), this permit shall automatically expire unless it was previously revoked or otherwise extended. 9. Removal of any pre-existing facilities is a condition of this permit. KEEP IDAHO GREEN PREVENT WILDFIRE ENCROACHMENT PERMIT NO. L-65-S-114C Page 2 10. This permit supersedes and voids any seawall structure permit previously issued for this property. This permit supercedes any permits issued under Encroachment number L-65- S-113 for this area. Encroachment number L-65-S-113 is issued to City of McCall for a waterline on Davis Beach. This permit is contingent upon removing any abandoned portions of the existing structure from Payette Lake. 11. Creosote or pentachlorophenol (Penta) treated piling and lumber shall not be used on, in, or over the water. Piling and lumber that are in continual contact with lakewaters shall not be treated with protection material. Treated .materials not in contact with the water shall be completely dry before use in or near navigable water. Contact Idaho Department of Health and Welfare, Division of Environmental Quality, in Coeur d'Alene, Idaho at (208) 667-3524 with questions regarding treated materials. 12. All Water Resource laws must be in compliance. 13. Should information and data provided prove to be materially false, incomplete and/or inaccurate, this authorization may be modified, suspended, or revoked upon notice by the Director of Department of Lands and hearing as provided for in the adopted rules. 14. All construction waste, i.e., wood chips, must be removed from the lake as soon as possible. 15. As a condition of this permit, the director may require a lease or easement for use of any part of the state-owned lakebed. 16. The Permittee shall maintain the structure or work authorized herein in a good and safe condition and in accordance with the plans and drawings attached hereto. 17. All construction shall be completed in accordance with descriptions and methods provided unless otherwise specified. Any changes shall be approved in writing by the department prior to construction. 18. This permit is not valid until it has been recorded with the County. FOR THE DIRECTOR ,r 'J - SHELDON W. KEAFER (A~a Supervisor) Date: October 9, 2001 STATE OF IDAHO ) ) SS COUNTY OF VALLEY ) Subscribed and sworn to before me this 9 October, 2001 Notary I~iic of IdahO3 Residing at McCall, Idaho Commission expires: 11121/2006 JOINT APPZIC4 T/O// ,cOt? PEl?M/T U.S. ARM~' CORPS OF ENGINEERS IDAHO DEPARTMENT OF WATER RESOURCES IDAHO DEPAKTMEN'r OF L.ANDS iISEPARATE PERMIT DECISIONS MUS'I- Bt RECEIVED FROM BOTil Tile STATE OF IDAHO AND T~E CORPS OF ENGINEER.~ PRIOR TO START OF WORK "'--. Dcperuncnt of thc An'ny permit program is author=Cd by Section 10 of the Rivers and Harbors Act of 1899 and Section 404 of O~¢ Clean ~:ater Act. These irt permits authorizing su'ucmrcs and work in or affecting navigable waters of the United States and thc discharge of dredged or fill n~:trial into waters of thc ..,ted States, including lbcir adjacent wcOands. State pennies ere required under thc State of Idaho, Sunera Channel Protection Act CTi0c 4:. Chapter 38. ldal~o Cod and thc Idaho Lake Protcctinn ACL Section 58-142 ct. scq, Idaho Code. This application will mcct the tcquitcmcnu of the aboYC a~cncics. 1. Corps of Engineers # Date Received 2. Smc of Idaho Date Received ~20 Rcc'd By: PLEASE T~T£ OR PRINT Work Phone (,~O~')~3~/L 7~/~'~ Home (~4.~) ~oon wh~ p~s~d ~vi~' cx~ or will occur. lnzne~r city or iowa County x.~p ~..oac Lo=,~ jurtsmcuon (c~n.' or county) /7) Sta~ Describe thc proposed activin.'. boat lif~s, bul'khcads, and co~erdams. o/c Provide a gcnend description of thc proposed work including ail discharges of fill materiel and an)' sn'ucturcs such ns piers, floau fi, ds 1..cngth of project along thc sn'~arn or extension into lake or rcscrvok: Will material be placed waterward of ordinary, high water mm'k? Will material bc placed in wetlands? /~/1~) If ),cs. total ama: Type and composition or fill m==riai: Will excavation or dredging be rcquired?/~//~ If yes, volume: Disposal site for cxcavatcd material: Stream gradicm: ,/~///~ If yes, volume: (~cr~) O .(cubic y~rds) (BOTH TEMPORARY AND PERMANID~) (i.e. sand, etc.) Matetiai Source: (cubic yards) Composition Mc~hod of excavation: Method or con.oiling turbidity anco, scdimcntaOon: , ~-'~!'/~. ~. ?. Size and flow capacity of proposed bridge or culvcn and mca of drainage scrvcd (sq. miles): (Idaho Department of V/au:r Resources rgquitemcnL) Nlmcs. addr~ss~, and t~icphon~ numbers of adjoining prapc~7 ownc~, lessees. ~ whose propers', also adjoins ~he w-~r~... :"1 ~ ~ if thc aimrauan is Ioc3t.cd on cndowment lands ~ninism~d by mc Idaho IX-penn~m of l~nds ~ OWNER IF t~ing Ad~ .zip code Wotki ~ Hame(. ~ ~ oth=r -~ppiicaziom. approvals, or ccrcifir, aUons z¥om omcr Fcdm-aL inua;~:, smz~ or ior, aJ agamcics for any sm:czurcs, conscu~ons, disch:ugcs, d~osi~ t r ::~cr ag~,'izcs c~scribccl in thc applicauon. Issuing Agency Typc of Appmv~J Identific.~lan No. Dam of Appiir..azion Da~: of Apv~'ov~ any ag. ency. denied approval for thc amiviD/d~sm-ibcd h~m or for any aetivi .ty directly rsa~e~ ta toe agziviv/deswibcd herein? Yes No cmzrks or additional information: ~piicazioa is h~-,~v), made for a pcTmn or pm'mits m au~arizc thc ~ d~bcd h~ l ~ ~ 1 ~ f~fi~ wi~ ~c ~o~on ~n~cd in ~ /ol slo( Si~ of A~ii~t (O~G~ SIGNA~ ~QUI~) ~ ~o~d ~t ~ mbc d~i~ l~ 4 ~d ~c foiio~ng ~o~ ~o~d bc u~d. I m~t si~ mc p~ Original Signature of Aumonz:cl Agent odgmal $ig~n_~_re of ^ppiic~t ~,S,C, ScgUon 1001 provides ~ Whoever, in any manner within ~e jurisdiction of any dc~tment or ngeney, of the United St,xte$ knowingly fflsifics, ~-Y. ais. or covers ua by any trick, scheme, or device 3 mamnaJ fac~ or m~:cs ~ny faJsc, ficUfious, or fraudulent slammcncs or rc=,'cscnmuons or makes or uses any writing or dogument knowing same to contain any f~lsc, fictitious, or fraudulent ste~ment or entry., sa,all be fined not more than S I 0.000 or tmonsonca not man 5 ycars or both. Do not scat a Fcacral pcrma processing fcc with this appii~uon. Thc appmpnam fcc will be 3sscssea when a t~crmtt is' zssuccL AMENDED STATE OF IDAHO QUITCLAIM DEED NO, 1 2613 NOW, KNOW YE, this _LL~day of June ,.1997, that for the consideration of TWO HUNDRED FIFTY AND NO/lOOths DOLLARS ($250.00) and other valuable considerations, the STATE OF IDAHO, Department of Lands, 954 W. Jefferson Street, Boise, Idaho 83720-0050, by and through the State Board of Land Commissioners, does hereby convey, release, remise, and forever quitclaim unto the CITY OF McCALL, P.O. Box 1065, McCall, Idaho 83638, the following described premises, to-wit: A portion of Government Lot 1 of Section 9, Township 18 North, Range 3 East, B.M., VALLEY COUNTY, more particularly described as follows: Commencing at the northeasterly corner of Lot 2, Block 6, McCall's First Addition to the Village of McCall, as shown on the Official Plat thereof on file in Book 1, Page 28 of Plats in the Office of the Recorder of Valley County, a brass cap set in concrete; thence North 81 °25'00" West, 220.53 feet along northerly line of said Lot 2 to the high water mark of Payette Lake; thence North 1°13'12'' West, 36.60 feet along said high water mark to the REAL POINT OF BEGINNING; thence along said high water mark North 88053'20" West, 23.76 feet; thence South 48°13'12" West, 31.85 feet; thence North 67°18'43" West, 20.04 feet; thence North 48°07'12" West, 40.92 feet; thence North 10°42'56" West, 65.24 feet; thence North 63°25'29" West, 25.30 feet; thence North 8°03'46" East, 205.62 feet; thence North 41 °56'32" East, 66.26 feet; thence South 82°33'00" East, 65.76 feet to the former high water mark of Payette Lake;.thence South 1 ° 13' 12" West, 334.13 feet along said former high water mark returning to the real point of beginning, containing 0.885 of an acre, more or less. A parcel of land situate in Government Lot 1, Section 9, Township 18 North, Range 3 East, Boise Meridian, City of McCall, Valley County, Idaho, more particularly described as follows: Commencing at the northeasterly corner of Lot 2, Block 6, McCall's First Addition to the Village of McCall, as shown on the Official Plat thereof on file in Book 1, Page 28 of Plats in the Office of the Recorder of Valley County, Idaho, a brass cap set in concrete; thence North 81 °25'00" West, 185.00 feet along the northerly line of said Lot 2 to the easterly boundary of Mill Park; thence North 4°45'47" East, 369.65 feet along said easterly boundary; thence North 82°33'00" West, 58.43 feet to the former high water mark of Payette Lake, the REAL POINT OF BEGINNING; thence continuing North 82°33'00" West, 65.76 feet to the current high water mark of Payette Lake; thence along the current high water mark the following courses and distances: North 41 °56'32" East, 16.19 feet; thence North 22°00'21" West, 84.33 feet; thence North 40°20'54" East, 102.71 feet; thence North 77°54'14" East, 23.89 feet; thence South 1 ° 13' 12" West, 182.08 feet returning to the real point of beginning, containing 0.253 of an acre, more or less. The total acres contained in this deed being 1.138 acres, more or less. PINECREST .N:)DIIION ./ ~ pAYEI-~ LAKE CLUB m~aON WAER'S ELEV~ON BROVv~I p&kCE Sylvan · Point Point Picnic Point Wagon Wheel Bay Sheppa~d's Point Payette Lake Davis Beach M.4RINA CRYSTA. ROeERTS PARK pARK Duck Bay~ PONDEROS~A STATE PARK~ r Shellworth Island ( H, cldeberry East LuGN'$ PO/hr WtLS0 a~ Point of scour Rocks Ta.larack Arm Pilgrim " Cot,e 3 Fl YNN SUB COVI~ I0 SPRING MOUNTNN L 1ERRA ESTAIES RO TREATMENT 9RI/IGE SOU/iRE PAYETTE LAKES CARE ~ENTER ~-ATE I~D~ BI.DO · McCN. L NHPORT WOODLN4DS v~._s.T w! IISP[HING WOOOS gl NOKONDO 35 tlARRIS COV~ 8RIGIITWAI[ SPHIICE GROV~ 2 BROWN PARK SHORELINE RENOVATION PROJECT PROJECT DESCRIPTION SUPERVISORY AREA: Payette Lakes LEGAL DESCRIPTION: See Attachment CONTRACT PERIOD Work may begin once the Contractor has received a signed copy of the contract and has had a prework conference with the Contract Supervisor. All work will be completed by November 15, 2001. SITE DESCRIPTION The site consists of approximately 514 feet of Payette Lake Shoreline. This shoreline is marked by near level terrain, roughly 1.5 feet above summer lake level. The middle portion of the shoreline raises approximately 4 feet above the lake level. Both sides are at summer lake level and characterize a large portion of the subject shoreline. Shoreline losses over the years are estimated at over 20 feet with a noticeable increase in the past few years. WORK DESCRIPTION The shoreline protection is illustrated conceptually on an attached cross sectional reference Sketch A. The existing ground line is superimposed to define the extent of excavation, the structure location, and to show the differences between the existing and new bank forms. This protection structure is to follow the existing shoreline leaving as much of the upland vegetation intact as possible. The filter fabric shown will be used to prevent sapping of the fine-grained soils through the pit-mn basalt, which provides the protection. The large granite boulders are used to help stabilize this basalt and allow for a more foot and eye pleasing structure. When completed, large basically rectangular, rocks will dominate the structure. Optimally, we want a rock protection that fits rocks together in a two tier manner as illustrated on Sketch A. Realistically, a wall of randomly shaped rocks will be constructed using the two tier design as much as possible with rocks of the minimum sizes and shapes. Care will be taken to make these boulders stable and aesthetically pleasing to view. A non-woven, medium-Weight (no less than 6 oz. per yd. geotextile fabric will be placed across the bottom and sides of the excavation. Stake and weight the material down so it remains in p 1 ace. The seams should be overlapped at least 24 inches and fixed in places with heavy wire staples or equivalent. Care should be taken not to puncture fabric during construction. C. 1. Phaseland2 Pit-run basalt laid in the basal portion about 10 inches thick. Height of the basalt should be roughly beach level. Water-ward portion should be toed under a bit as illustrated in Sketch A. First tier of large rectangular rocks are placed on top of the basal basalt. Some rocks may be large enough to only allow one tier. These rocks will fit the basic minimum requirements being at least 1.5 feet tall with greater than five square feet. In short, the roughly rectangular rocks should be longer and wider than they are tall with a minimum height of two feet. Variable sizes beyond these minimums are encouraged and should give the structure a more natural appearance. Rock selection is to be approved by contract supervisor. Placement of the rocks should be done to allow approximately ten inches of basalt between shoreline soils and the boulders. Spaces left between adjacent rocks can be no more than six inches. c. Pit-mn basalt is then filled behind the first tier rocks to a level even with or just above the rocks. do Smaller second tier granite rocks are then placed randomly across the top of the rocks and basalt backing in a stable and natural manner. Placement allows gaps up to ten inches between adjacent second tier rocks. The top of the shoreline protection should protrude above the height of the shoreline terrain by at least six inches andno more than two feet. Second tier rocks should be selected to fit this requirement. Refer to Sketch A, Phase 2. e. Pit-run basalt is then placed behind and between this second tier of rocks. Sand is then placed over the basalt to the level of the surrounding terrain. DROPCLOTH All materials placed on beach surface must be separated from the beach by a tarp or protective material of some sort. SPECIFICATIONS Approximately 514 feet of shoreline will be protected. Geotexile filter .......................................................... 571 sq. yds. - Nonwoven, medium-weight (6 oz. per yard) *Pit-run basalt rock ..................................................... 168 cu. yds. - 6" minus and clean *Large granitic rocks .......................................... 396 cu. yds - Rectangular shaped - 1st tier no less than 2 ft.tall with a minimum top surface area greater than 5 sq. fi. *These materials can be made available from state endowment land sources. There will be no charge for the large granitic rocks. For information concerning charges for the pit-run basalt, bidders should contact: the Contract Supervisor at the following address: Dan Pillard City of McCall Parks Dcpt 216 East Park Street McCall, Id 83638 Phone (208) 634-7160 BIDDING Bidding will be evaluated using a combination of hourly rates for equipment used and costs of materials. -- ' L, RUbb Summer Level Existing Grout Angle Of l~epose alric / Pit-run Basalt Toed In Basalt Base '<'~'~i Excavation Limits 10 Inch Min. .>, .._~ .~. ' . ~ .~';//~~--~ Filter Fabric ' FEET Sand Fill Feet Min. Hieght & Greater Then 5 Squ~.re Feet Top Surface Area Granitic Boulders 1 0 Inch Min. Existing Grounc Pit- run Basalt 10 'inch I) Filter Fabric F¢ c-t: 3 BID SCHEDULE A (Shoreline Renovation, Deck, Paths) BROWN PARK SHORELINE RENOVATION PROJECT ITEM DESCRIPTON UNITS QUANTITY UNIT PRICE TOTAL 1 Excavation of Material CU. YDS. 564 2 Silt Fence LIN. FEET 250 3 Asphalt Removal CU. YDS. 9 4 Basalt Rock CU. YDS. 168 5 Filter Fabric SQ. FT. 5,140 6 Large Boulders CU. YDS. 396 7 Deck Removal SQ. FT. 3,463 8 Cut Pilings Ea. 30 9 Deck Replacement SQ. FT. 3,036 10 Asphalt Path - Plant Mix Tons 25 11 Base Preparation - Path CU. YDS. 81 12 13 14 15 16 17 18 19 20 TOTAL AMOUNT OF BID IN FIGURES: TOTAL AMOUNT OF BID IN WORDS: DOLLARS I-8 Bids/Davis St. Overlay 2000 (09/24/01)