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Fire Flow - FIR Inspections - 1/19/1999
MASON COUNTY STANDARDS GIIIDELINES FOR THE DETERMINATION OF REQIIIRED FIRE FLOW THE FOLLOWING ARE GUIDELINES FOR THE DETERMINATION OF REQUIRED FIRE FLOW IN MASON COUNTY. REQUIRED FIRE FLOW IS THAT AMOUNT OF WATER WHICH MUST BE CONTINUOUSLY SUPPLIED TO A PROJECT SITE FOR FIRE FIGHTING PURPOSES AND SHALL NOT INCLUDE DOMESTIC SUPPLIES. REFERENCE SECTION 'B' FOR THE REQUIRED DURATION OF FIRE FLOW. A. GIIIDELINES FOR THE CALCULATION OF REQIIIRED FIRE FLOW. 1. THE MASON COUNTY STANDARD "FORM FOR THE CALCULATION OF REQUIRED FIRE FLOW" DATED MARCH 1994, SHALL BE USED TO DETERMINE FIRE FLOW. EACH STEP SHALL BE FOLLOWED IN ORDER. ONLY DECIMALS SHALL BE ROUNDED OFF. 2. MASON COUNTY STANDARD "BASIC FLOW CHART" DATED MARCH 1994, SHALL BE USED WITH THE ABOVE FORM. 3 . MASON COUNTY STANDARD "CREDITS AND SURCHARGES FOR THE DETERMINATION OF REQUIRED FIRE FLOW" DATED MARCH 1994 , SHALL BE USED WITH THE ABOVE FORM. THE MASON COUNTY FIRE MARSHAL SHALL MAKE ALL FINAL DETERMINATIONS AS TO THE APPLICABILITY OF CREDITS OR SURCHARGES BASED UPON EVALUATION OF THE PROJECT PROPOSAL AND THIS REFERENCE. 4 . WHEN CONSIDERING EXPOSURES, A CHARGE IS ADDED FOR EACH OF FOUR DIRECTIONS. ISTANCE TO OTHER BUILDINGS ON THE SAME PROPERTY, OR TO PROPERTY LINES OF ADJACENT PROPERTY, SHALL BE CONSIDERED AS THE EXPOSURE DISTANCE. WHERE A PROPERTY LINE IS ADJACENT TO PUBLIC RIGHT OF WAY (STREET OR RAILROAD) , THE EXPOSURE DISTANCE MAY BE TAKEN TO THE PROPERTY LINE ON THE OPPOSITE SIDE OF THE RIGHT OF WAY. THE FIRE MARSHAL MAY ASSESS ADDITIONAL SURCHARGES FOR EXPOSURES NOT IDENTIFIED ABOVE WHERE, IN HIS OPINION, THESE WOULD REQUIRE THE EXPENDITURE OF WATER RESOURCES DURING A FIRE INCIDENT (IE. STANDS OF TREES, EQUIPMENT OR VEHICLE STORAGE) . 5. BASEMENTS AND PARKING GARAGES SHALL BE INCLUDED AS PART OF THE TOTAL GROSS SQUARE FOOTAGE. 6. STRUCTURES SEPARATED BY 10 FEET OR LESS SHALL BE CONSIDERED AS ONE FIRE AREA. SEPARATION WALLS SHALL NOT BE CONSIDERED AS DIVIDING TWO FIRE AREAS IN ANY INITIAL FIRE FLOW CALCULATION. THEY MAY BE CONSIDERED IN OVERALL FIRE FLOW REDUCTION AFTER OTHER MEANS HAVE BEEN EXHAUSTED AND WHEN APPROVED BY THE FIRE MARSHAL. 7 . ONE AND TWO FAMILY DWELLINGS IN TYPICAL RESIDENTIAL DEVELOPMENTS SHALL BE CONSIDERED TO HAVE A REQUIRED FIRE FLOW OF 1500 GPM, UNLESS MODIFIED BY THE MASON COOUNTY FIRE MARSHAL. 8 . WHERE WOOD SHINGLE ROOF DESIGNS CONTRIBUTE TO THE POTENTIAL SPREAD OF FIRE, A SURCHARGE OF 500 GPM MAY BE ADDED. TOTAL REQUIRED FIRE FLOW SHALL NOT BE DESIGNED TO EXCEED 3500 GPM. THE _ IRE MARSHAL SHALL DETERMINE THE APPLICABILITY OF ALL IDENTIFIED OR POTENTIAL CREDITS AND SURCHARGES ON A SITE SPECIFIC BASIS. 0. WHERE MULTIPLE BUILDINGS ARE LOCATED ON ONE SITE, THE FIRE FLOW PROVIDED HROUGHOUT THE SITE SHALL NOT BE LESS THAN THE LARGEST REQUIRED FIRE FLOW. 11. WHERE FUTURE BUILDINGS OR PHASES ARE ANTICIPATED, THE REQUIRED FLOW SHALL BE BASED UPON THE FUTURE BUILD OUT. WHERE THIS IS NOT POSSIBLE OR IS UNDESIRABLE, THE PROJECT DEVELOPER ASSUMES THE RESPONSIBILITY FOR ALL FUTURE IMPROVEMENTS NECESSARY TO PROVIDE FOR ADDITIONAL FIRE FLOW, PRIOR TO THE ADDITIONAL PHASE OR CONSTRUCTION. 12 . FIRE ALARM SYSTEMS SHALL NOT BE CONSIDERED AS PROVIDING A CREDIT IN ANY INITIAL FIRE FLOW CALCULATION. THEY MAY BE CONSIDERED IN SPRINKLERED BUILDINGS, FOR OVERALL FIRE FLOW REDUCTION, AFTER OTHER MEANS HAVE BEEN EXHAUSTED AND WHEN APPROVED BY THE FIRE MARSHAL. CREDIT SHALL NOT EXCEED 25%. B. GUIDELINES FOR THE DURATION OF REQUIRED FIRE FLOW. 1. REQUIRED FIRE FLOW: DURATION: TOTAL: 1, 000 gpm 2 hrs. 120, 000 gallons 1, 250 qpm 2 hrs. 150, 000 gallons 1, 500 gpm 2 hrs. 180, 000 gallons 1, 750 gpm 2 hrs. 210, 000 gallons 2 , 000 gpm 2 hrs. 240, 000 gallons 2 , 250 gpm 2 hrs. 270, 000 gallons 2 , 500 gpm 2 hrs. 300, 000 gallons 3 , 000 gpm 3 hrs. 540, 000 gallons 3 , 500 gpm 3 hrs. 630, 000 gallons 4 , 000 gpm 4 hrs. 960, 000 gallons 4 , 500 gpm 4 hrs. 1, 080, 000 gallons 5, 000 gpm 5 hrs. 1, 500, 000 gallons 5, 500 gpm 5 hrs. 1, 650, 000 gallons 6, 000 gpm 6 hrs. 2 , 940, 000 gallons 7, 000 gpm 7 hrs. 2 , 160, 000 gallons 8, 000 gpm 8 hrs. 31840, 000 gallons 9, 000 gpm 9 hrs. 4 , 860, 000 gallons 10, 000 gpm 10 hrs. 6, 000, 000 gallons 11, 000 gpm 10 hrs. 6, 600, 000 gallons 12 , 000 gpm 10 hrs. 7 , 200, 000 gallons MASON COUNTY STANDARD FORM FOR THE CALCULATION OF REQUIRED FIRE FLOW IJ AfAffPROJECT: J ►ylj�. DATE: LOCATION: DEVELOPER: AGENT: PHONE: ARCHITECT: AGENT: PHONE: BUILDING INFORMATION: NUMBER OF STORIES: FOOTPRINT: GIS�U SQ. FT. AREA OF MEZZANINES OR PARTIAL FLOORS: SQ. FT. TOTAL GROSS AREA OF BUILDING: e OU SQ. FT. TYPE OF CONSTRUCTION: (CIRCLE ONE I. IIFR II-lhr. * rr II-N III-1hr. * -N IV V-lhr. * V-N 1. BASIC FLOW FROM MASON COUNTY STANDARD FLOW CHART; USE TOTAL GROSS AREA. FOR NUMBERS BETWEEN AN AREA RANGE USE,._THE IGHER GPM FIGURE, DO NOT INTERPOLATE: �7U gpm 2 . IF 1-hr. AS IDENTIFIED WITH * ABOVE -250 gpm gpm C� z SUBTOTAL: 1 r7 5 O gpm 3 ADAi % SURCHARGE FOR HIGH FIRE LOAD or SUBTRACT % CREDIT " J OR LOW FIRE LOAD PER M.C.F.M. SURCHARGE/CREDIT CHART; NEITHER TO EXCEED 25%: +/- gpm SUBTOTAL: /-7 5; 0 gpm 4 . SUBTRACT 50% FOR APPROVED SPRINKLER SYSTEM: - gpm SUBTOTAL: gpm 5. FOR EXPOSURES MULTIPLY BY 1. 00 TO 1.75** x 1.7_ **[to determine exposure factor add a percentage for each of four directions (express as a decimal) and add 1] Conversion table: ft. % 0-10ft. = 25% N= = 25 11-30ft. = 20% E=_ = Zo 31-60FT. = 15% S= 32-5 = 15 /07d 61-10OFT = 10% W= -J�0 = 10 w/o /( 101-150FT = 5% subtotal::gj:� ,7 5 7 ( . 75 maximum) SUBTOTAL: �. gpm TOTAL REQUIRED FIRE FLOW: �jM2— gpm # AVAILABLE FIRE FLOW: gpm # PER: OF: E�( — Zo(o apm MASON COUNTY STANDARD BASIC FLOW CHART Page 1; Type V-N, III-N, & II-N Type V-N: TYPE III-N & II-N GROSS AREA [SQ. FT] GPM GROSS AREA [SQ. FT. ] GPM TO 500 . . . . . . 500 TO 1, 200 . . . . . . 500 TO 1, 100 . . . . . 750 TO 2 , 400 . . . . . . 750 TO 1, 700 . . . . . 1000 TO 3 , 900 . . . . . 1000 TO 2 , 600 . . . . . 1250 TO 5, 800 . . . . . 1250 TO 3 , 600 . . . . . 1500 TO 8, 200 . . . . . 1500 TO 4 , 800 . . . . . 1750 TO 10, 900 . . . . .. TO 6, 200 . . . . . 2000 TO 13 , 900 . . . . . 2000 TO 7 , 700 . . . . . 2250 TO 17 , 400 . . . . . 2250 TO 9 , 400 . . . . . 2500 TO 21, 300 . . . . . 2500 TO 11, 300 . . . . . 2750 TO 25, 500 . . . . . 2750 TO 13 , 400 . . . . . 3000 TO 30, 100 . . . . . 3000 TO 15, 600 . . . . . 3250 TO 35, 200 . . . . . 3250 TO 18 , 000 . . . . . 3500 TO 40, 600 . . . . . 3500 TO 20, 600 . . . . . 3750 TO 46 , 400 . . . . . 3750 TO 23 , 300 . . . . . 4000 TO 52 , 500 . . . . . 4000 TO 26 , 300 . . . . . 4250 TO 59 , 100 . . . . . 4250 TO 29 , 300 . . . . . 4500 TO 66 , 000 . . . . . 4500 TO 32 , 600 . . . . . 4750 TO 73 , 300 . . . . . 4750 TO 36 , 000 . . . . . 5000 TO 81, 100 . . . . . 5000 TO 39 , 600 . . . . . 5250 TO 89 , 200 . . . . . 5250 TO 43 , 400 . . . . . 5500 TO 97 , 700 . . . . . 5500 TO 47 , 400 . . . . . 5750 TO 106, 500 . . . . . 5750 TO 511500 . . . . . 6000 TO 115, 800 . . . . . 6000 TO 55, 700 . . . . . 6250 TO 125, 500 . . . . . 6250 TO 60, 200 6500 TO 135, 500 . . . . . 6500 TO 64 , 800 . . . . . 6750 TO 145, 800 . . . . . 6750 TO 69 , 600 . . . . . 7000 TO 156, 700 . . . . . 7000 TO 74 , 600 . . . . . 7250 TO 167 , 900 . . . . . 7250 TO 79 , 800 . . . . . 7500 TO 179 , 400 . . . . . 7500 TO 85, 100 . . . . . 7750 TO 191, 400 . . . . . 7750 or > 85 , 101 . . . . . . 8000 = or > 191, 401 . . . 8000 Note: For type V-1hr. , III-lhr. , or II-lhr. use the base flow figure for non-rated (-N) construction. A credit for lhr. construction is allowed as the second step on the "form for the calculation of required fire flow" . MASON COUNTY STANDARD BASIC FLOW CHART Page 2; Type II-FR, IV, & I TYPE II-FR & IV HEAVY TIMBER: TYPE I: GROSS AREA [SQ. FT] GPM GROSS AREA [SQ. FT. ] GPM TO 1, 900 . . . . . . . 500 TO 3 , 300. . . . . . . 500 TO 3 , 700 . . . . . . . 750 TO 6, 600. . . . . . . 750 TO 6, 100 . . . . . . 1000 TO 10, 900. . . . . . 1000 TO 9, 100 . . . . . 1250 TO 16, 200. . . . . . 1250 TO 12 , 700. . . . . . 1500 TO 22 , 700 . . . . . . 1500 TO 17 , 000 . . . . . . 1750 TO 30, 200. . . . . . 1750 TO 21, 800 . . . . . . 2000 TO 38, 700. . . . . . 2000 TO 27 , 200 . . . . . . 2250 TO 48, 300 . . . . . . 2250 TO 33 , 200. . . . . . 2500 TO 59 , 000. . . . . . 2500 TO 39 , 700 . . . . . . 2750 TO 70, 900. . . . . . 2750 TO 47 , 100 . . . . . . 3000 TO 831700 . . . . . . 3000 TO 54 , 900 . . . . . . 3250 TO 97 , 700 . . . . . . 3250 TO 63 , 400 . . . . . . 3500 TO 112 , 700. . . . . . 3500 TO 72 , 400 . . . . . . 3750 TO 128 , 700 . . . . . . 3750 TO 82 , 100 . . . . . . 4000 TO 145, 900 . . . . . . 4000 TO 92 , 400. . . . . . 4250 TO 164, 200 . . . . . . 4250 TO 103 , 100. . . . . . 4500 TO 183 , 400. . . . . . 4500 TO 114 , 600 . . . . . . 4750 TO 203 , 700. . . . . . 4750 TO 126 , 700 . . . . . . 5000 TO 225, 200. . . . . . 5000 TO 139 , 400 . . . . . . 5250 TO 247, 700 . . . . . . 5250 TO 152 , 600 . . . . . . 5500 TO 271, 200. . . . . . 5500 TO 166, 500 . . . . . . 5750 TO 295, 900. . . . . . 5750 or > 166, 501. . . . . . 6000 = or > 295, 901. . . . . . 6000 Note: For type V-1hr. , III-1hr. , or II-1hr. use the base flow figure for non-rated (-N) construction. A credit for 1hr. construction is allowed as the second step on the "form for the calculation of required fire flow". MASON COUNTY STANDARD CREDITS AND SURCHARGES FOR THE DETERMINATION OF REQUIRED FIRE FLOW THE FOLLOWING ARE CREDITS AND SURCHARGES BASED UPON THE MAJOR BUILDING USE AS DEFINED BY THE UNIFORM BUILDING CODE CATEGORIES LISTED BELOW. ANY CATEGORY NOT IDENTIFIED SHALL BE ASSUMED TO HAVE NO CREDIT. CREDITS: -25% . . . .R-1 LC -20% . . . . I-1, 2 , 3 -15% . . . . E-3 -10% . . . .A-4 E-1, 2 ----------------------------------------------------------------- 0 B F-2 , S-2 M OTHER USES NOT SPECIFIED ----------------------------------------------------------------- SURCHARGES: +10% ,. S-1 WITH OR WITHOUT HIGH STORAGE OF CLASS I COMMODITIES F-1 WITH OR WITHOUT HIGH STORAGE OF CLASS I COMMODITIES S-3 REPAIR GARAGES H-4 , 5, 6, 7 +15% . . . S-1 WITH HIGH STORAGE OF CLASS II COMMODITIES F-1 WITH HIGH STORAGE OF CLASS II COMMODITIES +20% . . . S-1 WITH HIGH STORAGE OF CLASS III COMMODITIES F-1 WITH HIGH STORAGE OF CLASS III COMMODITIES H-3 +25% . . . S-1 WITH HIGH STORAGE CLASS IV COMMODITIES F-1 WITH HIGH STORAGE CLASS IV COMMODITIES H-1, 2 2 S?oR Y o 5�X g5 MASON COUNTY STANDARD FORM FOR THE CALCULATION OF REQUIRED FIRE FLOW PROJECT: S D DATE: LOCATION: DEVELOPER: AGENT: PHONE: ARCHITECT: AGENT: PHONE: BUILDING INFORMATION: NUMBER OF STORIES: FOOTPRINT: 75� SQ. FT. AREA OF MEZZANINES OR PARTIAL FLOORS: SQ. FT. TOTAL GROSS AREA OF BUILDING: OU SQ. FT. TYPE OF CONSTRUCTION: (CIRCLE I. IIFR II-lhr. * II-N III-lhr. * III-N IV V-lhr. * V-N 1. BASIC FLOW FROM MASON COUNTY STANDARD FLOW CHART; USE TOTAL GROSS AREA. FOR NUMBERS BETWEEN AN AREA RANGE USE THE HIGHER GPM FIGURE, DO NOT INTERPOLATE: gpm 2 . IF 1-hr. AS IDENTIFIED WITH * ABOVE -250 gpm — gpm SUBTOTAL: r2 6 gpm 3 . ADD % SURCHARGE FOR HIGH FIRE LOAD or SUBTRACT % CREDIT �1 FOR LOW FIRE LOAD PER M.C. F.M. SURCHARGE/CREDIT CHART; NEITHER TO EXCEED 25%: +/- gpm SUBTOTAL: 1 -7 gpm 4 . SUBTRACT 50% FOR APPROVED SPRINKLER SYSTEM: - gpm SUBTOTAL:- �� gpm 5. FOR EXPOSURES MULTIPLY BY 1. 00 TO 1.75** _x 1. 7!j **(to determine exposure factor add a percentage for each of four directions (express as a decimal) and add 1] Conversion table: t. % 0-10ft. = 25% N 7� - Z 11-30ft. = 20% _ �,0 - Zo 31-60FT. = 15% 61-10OFT = 10% - 3� 101-150FT = 5% t . 75 maximum) SUBTOTAL: gpm TOTAL REQUIRED FIRE FLOW: m # AVAILABLE FIRE FLOW: gpm # PER: OF: Zn 00 MASON COUNTY STANDARD I/ FORM FOR THE CALCULATION OF REQUIRED FIRE FLOW v PROJECT: M� DATE: t° o� LOCATION: DEVELOPER: AGENT: A.l� PHONE: ARCHITECT: AGENT: PHONE: BUILDING INFORMATION: NUMBER OF STORIES: FOOTPRINT: 82-W SQ. FT. AREA OF MEZZANINES OR PARTIAL FLOORS: SQ. FT. TOTAL GROSS AREA OF BUILDING: SQ. FT. TYPE OF CONSTRUCTION: (CIRCLE ONE) I. IIFR II-lhr. * II-N III-lhr. * III-N IV V-lhr. * V-N 1. BASIC FLOW FROM MASON COUNTY STANDARD FLOW CHART; USE TOTAL GROSS AREA. FOR NUMBERS BETWEEN AN AREA RANGE USE THE HIGHER GPM FIGURE, DO NOT INTERPOLATE. (400 gpm 2 . IF 1-hr. AS IDENTIFIED WITH * ABOVE -250 gpm gpm SUBTOTAL y b gpm 3 . ADD % SURCHARGE FOR HIGH FIRE LOAD or SUBTRACT % CREDIT FOR LOW FIRE LOAD PER M.C. F.M. SURCHARGE/CREDIT CHART; NEITHER TO EXCEED 25%: +/- qpm G SUBTOTAL: 1 /00 gpm 4 . SUBTRACT 50% FOR APPROVED SPRINKLER SYSTEM:- gpm SUBTOTAL:— gpm 5. FOR EXPOSURES MULTIPLY BY 1. 00 TO 1. 75** x 1. **[to determine exposure factor add a percentage for 6ach of four directions (express as a decimal) and add 1] Conversion table: ft. % 0-10ft. = 25% N= ,5= ;rp 11-30ft. = 20% E= 7,o = O 31-60FT. = 15% S= 37.16 =—L- 61-10OFT = 10% W=3= 2.0 101-150FT = 5% s ubtotal:'76 (`. 75 maximum) SUBTOTAL )gpm TOTAL REQUIRED FIRE FLOW: gpm # AVAILABLE FIRE FLOW: gpm # PER: OF: w1wo PT MASON COUNTY STANDARD " O(\T FORM FOR THE CALCULATION OF REQUIRED FIRE FLOW PROJECT: w IL DATE: LOCATION: DEVELOPER: AGENT: PHONE: ARCHITECT: AGENT: PHONE: BUILDING INFORMATION: NUMBER OF STORIES: I FOOTPRINT• 3500 SQ. FT. AREA OF MEZZANINES OR PARTIAL FLOORS: SQ. FT. TOTAL GROSS AREA OF BUILDING: '315 0 D SQ. FT. TYPE OF CONSTRUCTION: (CIRCLE I. IIFR II-lhr. * II-N III-1hr. * III-N ' IV V-lhr. * V-N 1. BASIC FLOW FROM MASON COUNTY STANDARD FLOW CHART; USE TOTAL GROSS AREA. FOR NUMBERS BETWEEN AN AREA RANGE USE THE HIGHER GPM FIGURE, DO NOT INTERPOLATE: ► DOO gpm 2 . IF 1-hr. AS IDENTIFIED WITH * ABOVE -250 gpm gpm SUBTOTAL: � c� gpm I 3 . ADD % SURCHARGE FOR HIGH FIRE LOAD or SUBTRACT % CREDIT FOR LOW FIRE LOAD PER M.C. F.M. SURCHARGE/CREDIT CHART; NEITHER TO EXCEED 25%: +/- gpm SUBTOTAL: / 000 gpm 4 . SUBTRACT 50% FOR APPROVED SPRINKLER SYSTEM:- O gpm SUBTOTAL: gpm 5. FOR EXPOSURES MULTIPLY BY 1. 00 TO 1. 75** _x 1.7_ **[to determine exposure factor add a percentage for each of four directions (express as a decimal) and add 1] Conversion table: ft. % 0-10ft. = 25% N=_Z� 2p 11-3 0 f t. = 2'0% E_3©_=gyp 31-60FT. = 15% S= 2 = 15 61-10OFT = 10% W=—_= 2A 101-150FT = 5% subtotal _ GG (1. 75 maximum) SUBTOTAL: �7� gpm TOTAL REQUIRED FIRE FLOW: 176 O gpm # AVAILABLE FIRE FLOW: gpm # PER: OF: 'Zoe -Z�pa Pm , —fE 0 OUT %71 V/`1 1 A.. I/I I I r11 V 10 fV 1 V IF IF Of 111.:3 EVERO TOWNSHF �v NORTH, RANGE 1 WEST, W.M., MASON Co., WA. s 1 f VERptEENS 0 0 � INSTALL TYPE 1 CB FENCE F4 ( FlCURE 1.03.037 OIF�1 IT 116.50 El° p DEVELOPMENT REOULA ONS IC 0 MATCH EX. 114.31 ElP L6 C/P � FOR MASON COUNTY WA. 10 it a ♦ DECIDUOUS TREES MAY 8E REPLACED W>N EVERGREEN TREES D j fa PHASE 1 ll OL MH PHASE 11 a N~ 149.92' f/P II 124.83' a II 228.97' a 7:5' ,►° 140 �s � SUMP u Es N�, ■' - ■�'.y \a /gall s $ Cn o ■ TE 25.40 TILT— P , j �'J6 S CUR D �- TILT—UP 1� /, CURB � 1 m r� ►V rn N ; DD I 1V n u / -4 —, O L__� I ``► /:' N'�-,•I ,h 5� 11 II ; � .� I� c� (� 1 II i1 �.� o �� N �� C ►r y � � Y`� t.lJt� II �� O N ,O�?C I `'y W � D rnW rn� rri 0) to Ito ci ILn 2 r I 1g r 'sue r Ab� 5 s es 0' 156g5 50' 9s ?s�o 30' ,16 g0� Jos 30 136• 50 2 , 11 I �qh U 3G� Y �559 ea . , Ao �A1 3153.d0 151 58 O iJ 1 70 14370 p 1,8.8 O 125.85 128.60p �MGR. 2 5 0 a y DO 15 J 11`' 80 .F M-12 O , f. N-1 1 11� F. N-12. -1 0.0139 3+DO SL 0 1 88 1 I off+ 0.1294 15 + \y**e 1 15 d .53 >s 115� 1 •� �?S,9p T?79J Jt.23 ry 1� JS g u 1 ' GATE 7.5' A.5' 1 .r,--r,-,r- 3 ri• r ss. •s• �o• ��• ' EA 500.00' D ED) TR UNE C8 8 TE=1 .40 TREE LINE CB #4 b CB g IE=157.8 I CB 0 u (,� TE=135.20 PHASE 1 PHASE If TE=145.30 CB2 U 1E=132.55 1E=142 `� o TE=1 5.30 v 1E=1 3.30 TE=125.55 ` 1E=123.05 SEE SURVEY RECORDED 1N BOOK 6, 12L r� PAGE 52, AS RECORDED UNDER ( 'n Ciro AND SUMP WVERT ELEVATIONS AUDITOR'S 1-7LE NO. 356028, RECORDS 2. DaOW CRATE EUX SH0%`N OF MASON COUNTY, WASHINGTON. o � 'RATM TRENCHES BETWEEN +Nos ARE 107(40. o TTAnM TRENCHES ARE SHOWN AS: DATUM ASSUMED W W PRC�ECT Z NCN�K:„ NORTH TOP OF FlRE HYDRANT V TRACT 9 AND NORTH 10.00 FT OF TRACT it OF SAM B. THELERS HOME & GARDEN TRACTS AS RECORDED IN VOLUME 4 OF PLATS Existing Fire Hydrant PAGE 20, MASON COUNTY, EXCEPTING THEREFROM THAT PORTION 01'' SAID TRACTS 9 AND 11 AS DESCRIBED IN INSTRUMENT RECORDED UDDER AUDITOR'S FILE NUMBER 356028, MASON COUNTY. TENTATIVE BUILDING SITE ARRANGEMENT 0 ix See Note 1 'I 380' 8" DI PIPE PER AWWA C151 CL50 See Note 2 15 FT EASEMENT See Note 6 See Note 3 p See Note 5 Z/ov �� . NOTES_ 1. WET TAP EXISTING 8" WATER MAIN 8" TAPPING SLEEVE, ROMACK SST OR EQUAL 8" GATE VALVE, FLG X MJ, PER AWWA C153 RESTRAINT BLOCKING PER DETAIL SHEET 5 CAST IRON VALVE BOX AND LID VALVE MARKER, FOGTITE OR EQUAL. 2. HORIZONTAL DRILL UNDER PAVEMENT BORE CASING 12" MINIMUM ASTM A-53 STEEL WELL CASING 60" MINIMUM DEPTH OF BORE Allen R. Niller P. E_ 6381901 P. 03 1 /�1 y MASON COUNTY FIRE MARSHAL i Mason County Bldg, III 426 W. Cedaf P.O. Box 186 Shelton,Woahington 98584 + (360)427.9670 Ext.273 ! CODE ENFORCEMENT FIRE INSPECTIONS FIRE INVESTI ATION PU6L IC EpUCATI - 3 May 20, 1998 Allan R. Miller, P.E. P.O. Box 407 Hansville, WA 98340 Mr. Miller: I am responding to your letter dated April 3, 1998, regarding the water line extension and fire hydrant location for the Abe Young Mini-Storage �roject, Our comments are as follows: I 1. The proposed water line extension and hydrant location is acceptable to my office and Mason County FD 2. ! 1 2. Mason County FD 2 has expressed an interest in looping this wat r line 1 extension either to the water system for the Krueger development or to the water line serving the Belfair Motel. This issue Is not a requirement. �Ve are researching the advantages. j 3. It is my understanding that Mr. Young plans to expand his project at some time to the back of the property. It is our recommendation that all of the appropriate water system improvements be done at one time, but this is not a requirement for approval of this phase. If you have any questions, please contact me_ r i Best a ards, ; � r la Salter Fire Marshal I cc: FD 2 } Belfair Water District MASON COUNTY FIRE MARSHAL Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton,Washington 98584 (360)427-9670 Ext. 273 CODE ENFORCEMENT FIRE INSPECTIONS FIRE INVESTIGATION PUBLIC EDUCATION April 8, 1998 TO: Allan Borden Planning FROM: Dave Salzer RE: J Bar D Construction Belfair Mini Storage FIRE PROTECTION COMMENTS: 1. Need a detailed, scaled site plan showing building locations, property lines and adjacent property uses. 2. Additional fire hydrant(s) may be required. New fire hydrants will have to be in place and serviceable prior to the start of combustible construction. 3. Provide a 20 foot wide fire apparatus access road to within 150' of any Y portion of the exterior walls of the building. 4. If fire apparatus access road is dead-end, and longer than 150', provide a turnaround at the end. 5. Provide portable fire extinguishers. Locations will be noted on building permit plan. Allen R. Miller, P.E. A Public Service Corporation P.O.Box 407 360-638-1900 FAX 360-638-1901 April 3, 1997 Mason County Fire Marshall G E E P.O.Box 186 1 1 1998 Shelton,WA 98584 (fit 4Y Atten: Mr.Dave Saltzer. ME MNSTMENUF( re: Extension to Belfair Water District Fire Main [ L 1 LI'. Dear Mr. Saltzer: Enclosed are construction documents for a proposed extension to the Belfair Water District No. 1 water main.Your review and comments are requested. The proposed construction includes 1)installing an 8"Ductile Iron water main from the existing AC main on the West side of SR3 near the Northwest corner of The Doctor's Clinic approximately 420 feet to its terminus and,2)installing a fire hydrant at the terminus. Incidental to these installations,an individual meter setter will be installed to service the buildings planned for the site. The proposed buildings will be miniwarehouses that include a small office and a custodian's residence. There is an existing fire hydrant on SR3 directly in front of the proposed miniwarehouse site. If you have questions or comments,please call me. Z cc: Mr. Abe Young P.O. Box 4050 Silverdale, WA 98383 Mr. Jerry Hukill, Sr Water District Manager Belfair Water District No. 1 P.O. Box 563 Belfair,WA 98528 L SEP98-0148 MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Planning-Landfill-Utilities MITIGATED DETERMINATION OF NONSIGNIFICANCE (WAC 197-11-350) Description of Proposal : GRADING OF 12, 000 CU. YDS. OF MATERIAL; CONSTRUCTION OF FIVE BUILDINGS FOR MINI-STORAGE USE: A 3500 SQ. FT. ONE STORY BUILDING, TWO 7500 SQ. FT. TWO STORY BUILDINGS, AND TWO 9500 SQ. FT. TWO STORY BUILDINGS *** Undefined variable: TOTAL AREA OF 34,500 SQ. FT. ***; EROSION CONTROL AND STORMWATER INFILTRATION SYSTEMS ARE ALSO PROPOSED. Proponent: J BAR D MINI STORAGE Location of Proposal : 23270 NE STATE ROUTE 3 BELFAIR PARCEL#:123325000020 SAM B. THELER'S HOME & GAR TRS TR 9 & N 10' OF TR 11 EX 23270 NE STATE ROUTE 3 IN BELFAIR; IT IS A CLEARED LOT BETWEEN MEDICAL CENTER AND BAPTIST CHURCH. Lead Agency: MASON COUNTY The Lead Agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43 .21C. 030 (2) (c) . This decision was made after review of a completed Environmental Checklist and other information on file with the Lead Agency. This information is available to the public upon request. MITIGATION MEASURES ARE ATTACHED. II Please contact � v t � �d�V"� at ext. 36� with any � 1.�V questions . This DNS is issued under 197-11-350 (2) , the Lead Agency will not act on this proposal for 14 days from the date below. Comments must be submitted by 11/13/98 . DATE: 10/30/98 'z Signature ponsible official Date Responsible Official : Gary Yando Director of Community Development 426 W. Cedar, PO BOX 578 Shelton, WA 98584 (360) 427-9670 HOC %'_6 App I,tC.UNt;�" f �N STATF MASON COUNTY 4Ps MD DEPARTMENT OF COMMUNITY DEVELOPMENT ° s U Planning Division i o T �? P O Box 279, Shelton, WA 98584 �0Y (360)427-9670 1864 MITIGATED DETERMINATION OF NONSIGNIFICANCE (WAC 197-11-350) SEP2003-00097 Description of Proposal: 9000 CUBIC YARD EXCAVATION AND GRADING Proponent: J BAR D MINI STORAGE INC Site Address (If Assigned): 23270 NE STATE ROUTE 3 BELFAIR Directions to Site: CENTER OF BELFAIR, BETWEEN BAPTIST CHURCH AND ANIMAL HOSPITAL Parcel Number: 123325000020 Legal Description: SAM B. THELER'S HOME & GAR TRS TR 9 & N 10' OF TR 11 EX * 23270 NE STATE RTE 3 BELFAIR Lead Agency: Mason County The Lead Agency for this proposal has determined that it does not have a probable significant adverser impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21 C.030(2)(c). This decision was made after review of a completed Environmental Checklist and other information on file with the Lead Agency. This information is available to the public upon request. MITIGATED MEASURES ARE ATTACHED. Please contact Rick Mraz at ext. 577 with any questions. This DNS is issued under 197-11-340 2 the Lead Agency will not act on this proposal for ( ), g Y P Po 14 days from the date below. Comments must be submitted to Rick Mraz, C/O Mason County DCD, Planning Division, PO Box 279, Shelton WA 98584 by 10/3/2003. Authorized Local t Official —� Date �e1 Ctl WDo� MITIGATED DETERMINATION OF NONSIGNIFICANCE (WAC 197-11-350) SEP2003-00097 CONDITIONS OF THIS DETERMINATION 1) A Stormwater Site Plan (SSP) will be created and implemented prior to development, clearing, grading, or construction of any portion of the proposed segregation. X 2) Residential developers and individuals shall be required to control erosion during construction. Removal of vegetation should be minimized and any areas disturbed should be restored to prevent erosion and other environmental impacts.X 3) All future development of the proposed site will be subject to the conditions that are listed. However, this does not exempt future proposals from further review through the SEPA process. 1 PLANNING L LOCATION The proposed development is located on a 5.34 acre parcel, in the Northwest est quarter of the Northwest quarter of Section 32 Township 23 North, Range 1 West, W.M., in Mason County, Washington. The site is situate in Belfair and is immediately east of Navy Yard Highway. The Assessor's Parcel Number for the site is 123325000020. Adjacent projects include the Belfair Baptist Church to the north, and the Belfair Doctoes Clinic to the south. IL PRE-DEVELOPMENT SITE CONDITIONS The site is approximately 5.34 acres and contains three drainage basins. The area to be developed is labeled basin A-preTOT. The two remaining basins consist of native vegetation and are the remnants of a logged off area. Both remaining drainage basins are located on the upper undeveloped portion of the property and discharge storm waters to the north and south away from the project site. Their respective areas are not used in the calculations. See Figure 2 —Pre-Development Site Map. The DOE Manual assumes the conditions of the site in 1988 were established second growth forest. For the purposes of this analysis, this pre-grading site condition of established second growth forest has been used. The soils on site are listed in the"Soil Survey of Mason County Area, Washington" prepared by the United States Department of Agriculture, Soil Conservation Service as Everett gravelly sandy loam, 15 to 30 percent slopes. See Figure 3 —Soils Map. The Everett soil group is listed as Hydrologic Group A in Table III-1.6 of the DOE Stormwater Manual —Hydrologic Soil Group in the Puget Sound Basin. Soil logs excavated on the site for this project show data consistent with the SCS mapping. III. UPSTREAM ANALYSIS a There are no basins upstream of this proposed project to analyze therefore there is no analysis used in the following calculations. IV. DOWNSTREAM ANALYSIS All runoff from the JBarD Mini-Storage project flows west to the infiltration ditches located on the west side of the project, adjacent to the Navy Yard Highway. The roofs will also be infiltrated in trenches located in between each set of buildings. z r MASON CO. ENVIROMENTAL CHECKLIST A. BACKGROUND 1. Name of proposed project, if applicable: 2. Name of applicant:Zk� 3. Address and phone number of applicant and contact person: 3� q. -- de-cL 275=/604 oFFr�c= 4. Date checklist prepared: q - i5-v3 5. Agency requesting checklist: C-OM nnvnJtl Cl l - V610PML MA;SUV�I -7 6. Proposed timing or schedule (including phasing, if applicable): 7. Do you have any plans for future expansion, or further activity related to or connected with this proposal- If yes, explain. _ 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. 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. KV O 10. List any government approvals or permits that will be needed for your proposal, if known. J 11 . Give a 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. (Lead agencies may modify this form to include additional specific information on project description.) i 1"� /S � �r, 2 DF A 7141 S 1 ► �n�. � C� .L.J�� lJ�- �o� t-eJ �L� 12. What is the 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 topographic 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. , o(4 . f ,"-,t'E5S 22;32-70 bey 3 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)? .7 C. What general types of soils are found on the site (for example, clay, sari , gravel) eat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. d. Are there surface indications or history of unstable soils in the immediate vicinity: If so, describe. Mason County Environmental Checklist Page 2 e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. f. Could erosion occur as a result of clearing, construction, or use: If so, generally describe. �C V , 4t V 2`� 1-4 t—��/c� I v�l AIM✓� l L rev w�` OF= Cho 51 omit /Yl h O�v g. About what percent of the site will be covered with impervious surfaces after project constructions (for example, asphalt or buildings)? ,5C `�/6 h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: TErv\ ALe- 2. AIR: a. What types of emissions to the air would result from the proposal (i.e. dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities, if known. �S7 Cvu��� q fZ��� A� 11 r�n� � � c ,x �-?-� �✓�T 1 � �.� b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. Mason County Environmental Checklist Page 3 C. Proposed measures to reduce or control emissions or other impacts to air, if any: 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. i\�C) 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. A f O 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. N QN(F 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. Mason County Environmental Checklist Page 4 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. �Q� ( 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. 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. N 0 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. I ` V 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 flow into other waters? If so, describe. KOOF- � iv�> �� �Q-F_. 2) Could waste materials enter ground or surface waters: If so, generally describe. Mason County Environmental Checklist Page 5 d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: 4. PLANTS: a. Check or circle types of vegetation found on the site: deciduous tree: alder,!maple, aspen, other evergreen tree:, fir,.cedar, pine, other ,-It Li shrubs 5�►' 2OOM /_FSOJ� 1�1 grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? C. List threatened or endangered species known to be on or near the site. NICIAe d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Mason County Environmental Checklist Page 6 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: hawk, heron, eagle, songbirds, other PN1aMrS Mammals: deer, bear, elk, beaver, other Fish: bass, salmon, trout, herring, shellfish, other �^ b. List any threatened or endangered species known to be on or near the site. N�ot�L C. Is the site part of a migration route? If so, explain. d. Proposed measures to preserve or enhance wildlife, if any: 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. i /6n;N6\ ��`�1 ` ��� r�rn b. Would your project affect the potential use of solar energy by adjacent properties: If so, generally describe. N` O 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: / ,M + LIVE-PI-CITY &fit cz Nf7 X-rv,e�S Mason County Environmental Checklist Page 7 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. 1) Describe special emergency services that might be required. f-- 2) Proposed measures to reduce or control environmental health hazards, if any: R b. Noise. 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? �ONT 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 hour's noise would come from the site. QO _ -,— GPM � !�► `l7 '�p�G i2 OO 1.S �R..�vet ��P�G�`[c�r� 3) Proposed measures to reduce or control noise impacts, if any: 8. LAND AND SHORELINE USE: a. What is the current use of the site and adjacent properties? U3 Mason County Environmental Checklist page 8 b. Has the site been used for agriculture? If so, describe. tVo C. Describe any structures on the site. n �.�.a d. Will any structures be demolished? If so, what? N�O e. What is the current zoning classification of the site? URPA ( G izoux%A f. What is the current comprehensive plan designation of the site? g. If applicable, what is the current Shoreline Vaster Program designation of the site? h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. N i. Approximately how many people would reside or work in the completed project? j. Approximately how many people would the completed project displace? k. Proposed measures to avoid or reduce displacement impacts, if any: Mason County Environmental Checklist Page 9 I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: ' V (^ 9. HOUSING: a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. .-&— c. Proposed measures to reduce or control housing impacts, if any: 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? b. What views in the immediate vicinity would be altered or obstructed? C. Proposed measures to reduce or control aesthetic impacts, if any: ��r✓�.� ZONrc5 Mason County Environmental Checklist Page 10 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? b. Could light or glare from the finished project be a safety hazard or interfere with views? C. What existing off-site sources of light or glare may affect your proposal: �Ao � d. Proposed measures to reduce or control light and glare impacts, if any: 12. RECREATION: a. What designated and informal recreational opportunities are in the immediate vicinity? b. Would the proposed project displace any existing recreational uses? If so, describe. NJ C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Mason County Environmental Checklist Page I I 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. Nl� U b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. C. Proposed measures to reduce or control impacts, if any: 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. b. Is site currently served by public transit? If not, what is the approximate distance to the existing street system? Show on site plans, if any. N ..�- C. How many parking spaces would the completed project have? How many would the project eliminate? 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). NIL; Mason County Environmental Checklist Page 12 e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. i\� / f. How many vehicular trips per day would be generated by the completed project: If known, indicate when peak volumes would occur. g. Proposed measures to reduce or control transportation impacts, if any: 15. PUBLIC SERVICES: a. Would the project result in an increased need for public service (for example: fire protection, police protection, health care, schools, other)? If so, generally describe: �v b. Proposed measures to reduce or control direct impacts on public services, if any: Mason County Environmental Checklist Page 13 16. UTILITIES: a. Circle utilities currently available at the site: lectrici natural ga water efuse se ice, telephone anitary sewer, septic system, othe . 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. C NN1 v(�-A Q CIA &,�F ' Signature: The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: AA o Date submitted: Mason County Environmental Checklist Page 14 ESA LISTED SALMONIDS CHECKLIST Applicant Information Project Information Name d_),.4 Ay-C Name .S rr Phone 0 Location.232`7n MA9 Description This worksheet was designed to help project proponents, and government agencies, identify when a project needs further analysis regarding adverse effects on ESA (Endangered Species Act) listed salmonids. Salmonids are salmon, trout and chars, e.g. bull trout. For our purposes, "ESA Listed Salmonids" is defined as fish species listed as endangered, threatened or being considered for listing. If ESA listed species are present or ever were present in the water shed where your project will be located, your project has the potential for affecting them, and you need to comply with the ESA. The questions in this section will help determine if the ESA listings will impact your project. The Fish Program Manager at the appropriate Department of Fish and Wildlife (DFW) regional office can provide information for the following two questions. l. Are ESA listed salmonids currently present in the watershed in which your project will be located? YES NO Plecribe. ON �,Wow ase s 2. Has there ever been an ESA listed salmonid stock present in this watershed? YES NO Uncertain , Please describe. If you answered "yes" to either of the above questions, you should complete the remainder of this checklist. April 2003 - 1 - PROJECT SPECIFICES: The questions in this section are specific to the project and vicinity. 1. Name of watershed: 2. Name of nearest waterbody: 3. What is the distance from this project to the nearest body of water: Often a buffer between the project and a stream can reduce the chance of a negative impact to fish. 4. What is the current land use between the project and the potentially affected water body (parking lots,farmland,etc.)? 5. Is the project above a: * natural permanent barrier(waterfall) YES NO * natural temporary barrier(beaver pond) YES NO * man-made barrier(culvert, dam) YES NO * other(explain): 6. If yes, are there any resident salmonid populations above the blockage? YES NO Don't know 7. What percent of the project will be impervious surface (including pavement & roof area)? -2- FISH MIGRATION: The following questions will help determine if this project could interfere with migration of adult and juvenile fish. Both increases and decreases in water flows can affect fish migration. 1. Does the project require the withdrawal of: a. Surface water? YES NO Amount Name of surface water body b. Ground water? YES NO Amount From where Depth of well 2. Will any water be rerouted: YES NO If yes, will this require a channel change? 3. Will there be retention or detention ponds? YES NO If yes, will this be an infiltration pond or a surface discharge to either a municipal storm water system or a surface water body? If to a surface water discharge, please give the name of the waterbody. 4. Will this project require the building of new roads? YES NO Increased road mileage may affect the timing of water reaching a stream and may impact fish habitat. 5. Are culverts proposed as part of this project? YES NO 6. Will topography changes affect the duration/direction of runoff flows? YES NO If yes, describe the changes. 7. Will the project involve any reduction of the floodway or floodplain by filling or other partial blockage of flows? YES NO If yes, how will the loss of flood storage be mitigated by your project? -3- WATER QUALITY: The following questions will help determine if this project could Adversely impact water quality. Such impacts can cause problems for listed species. Water quality can be made worse by runoff from impervious surfaces,altering water temperature,discharging contaminants,etc. 1. Do you know of any problems with water quality, in any of the streams, within this watershed? YES NO If yes, describe. 2. Will your project either reduce or increase shade along or over a waterbody? YES NO Removal of shading vegetation or the building of structures such as docks or floats often results in a change in shade. 3. Will the project increase nutrient loading or have the potential to increase nutrient loading or contaminants (fertilizers, other waste discharges, or runoff) to the waterbody? YES NO 4. Will turbidity be increased because of construction of the project or during operation of the project? YES NO In-water or near water work will often increase turbidity. 5. Will your project require long term maintenance, i.e. bridge cleaning, highway salting, and chemical sprays for vegetation management, clearing of parking lots? YES NO If yes,please describe. -4- VEGETATION: The following questions are designed to determine if the project will affect riparian vegetation, thereby, adversely impacting salmon. 1. Will the project involve the removal of any vegetation from the stream banks: YES NO If yes, please describe the existing conditions, and the amount and type of vegetation to be removed. 2. If any vegetation is removed, do you plan to re-plant? YES NO If yes, what types of plants will you use? - 5-