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Surface Mining Letters, Memos 1980-1989 - PLN General - 3/22/1982
Service Fuel } fad'` Co. Inc. G - , • Aspfiwr. 8 i n g (2W 479.2772 HEATING OILS SHEET METAL P.O.Box538 1318 Park Avenue Sales • Service Heating and Cooling Bremerton,WA98310 March 18, 1082 pE�T, OF I�ATUE`l ;.-S„UECES SOUTH PUaE.T SOU(dD f t2 Department of Natural '�esoiirces _ 28329 S E 4+8th Enumclaw, 1JA 98022 Re : -surface i:ining Permit # 12066 Dear emirs , I met with your field representative , Dave Sims, this morning at my gravel nit approximately four miles north cf 3elfair off the ...est side of the C1d Belf air --IiThway. Dave and I discussed my mining plan, reclaimation elan, and plant layout. _4e agreed that my plan to begin mining and establish the asphalt plant =t the back of the nranert7 !7!s in the best interests of the neighbors an .11 concer^ed. Dave suggested that I write this letter to request the permit be changed-over from the owner' s names, Bob Scatena and Palma Neale , to service Fuel Co. , Inc . . Service Fuel has a five year lease on the property and two five year options to surface mine and operate an asphalt plant. Sincerely, James '�d.�ennett, President/ General Manager Fu Ixa,nv:m t ,. HEATING OILS SHEET METAL �. S. 13t0pzx ue :. Sales Service Heating and Cooling P.0.00a576 Oromenon,WA M10 D o AU;, �ss3 D COMMISSIONER OF PUBLIC !ANDS N0. P', ti 1 J1 �i I J C�.AMA I ON �LNw c '1 r j Coo Inc, & A13pI�l ni y.4 U`-' alf in N`�.., �. .vi (?WI 4raz772 HEATING OILS SHEET METAL ( qle Puk bonuo P.O.Oo.530 Silos Service Healing and Cooling 0(amonon,WA00710 Tom) QICc\I .. D ( n c• D . COMMISSIONER OF PUBLIC LANDS � SURPACI+. MINK' RIiCI,MIA'f[ONO BOND COST ESTIMATE SHEET Pit Name �l__.R�11.( l' �^y�- 1— Penuie Number n(�,h Owner's Name �jT-.may(( i= F )l'_l._-. �iN\ P>_t4\1 t: Total Acres -1-(::;Leya11q(,- Ap_.S• 1 .1 ['•cj,3 N. , It. W. ,W.M. Acres to Reclaim I O 1. Debris disposal (only applies if clearing is necessary to obtain material for reclamation) Clear & Grub, Pile & Burn i`/� $1,000/Ac. X Ac. = IV 1 2. Excavation (Reclaiming sideslopes to desired final slope) Equipment Type Number of Current and size: Hours/Days X ARRF Rate = Truck (w/operator) 2a Equipment )..?) 80 I�CN(2J c ,coo h 7. �7ao.00 (Includes operating time and move in and out time) 2b Subtotal , iJa 3. Borrow Material $4.50%Yd. X Yd N( 1J Ro-r`r a 1v\, K Cp o 7 0 o 4. Drainage E4 1v• r- —1-•3, rpV 11 '35 40 A. Ditches $20%100' X 100, _ /i�O.pU 4a B. .Settling Ponds $5,000%Ac. X Ac. " 4b C. 'Cl�lverts (18"-24" dia.) $15/Ft. X e-j-U Ft.= ' .p0. Cra 4c D. Flumes $10%Ft. X Ft.- jy�r� L. Skims (local estimate) IV IA 4d 4e ' Subtotal �,U(7 4� 5. Screens (Includes labor and material) A. Berm $300%100' X (1001) B. Trees & shrubs Sa estimate based on species & size N ({� C. Fences (6' cyclone) Sb $101/Ft. X Ft. 5c Subtotal AU -1- J 7OJ COMMISSIONER OF ND PUDIC {ANDS 6. Revegetation i A. Hand $50t/Ac. X Ac. _ �So cDa 6a B. Miller $150VAc. X Ac. = IV 6b C. Hydromulch $1,000%Ac. X Ac. = YU//�' J 6c D. 2-0 trees $165%Ac. X ,�v Ac. _ 1� �, _,�C 6d Subtotal �� )oo,ny 6 Total 1 - 6 �� 7. General Expenses (Profit, tax, DNR administration, etc.) Total from lines 1-6{i Ion 53(0,0o X 0.40 = � �f7 /y, yo 7 '7So, Crand Total 1-7 !!. Gruud 'Total /�f,J$Ui-/c> yivided bye Ac. to reclaim Ac If greater than $2,500/Ac. use $2500/Ac. X Ac. If less than $2,500/Ac. use Grand Total as Bond rounded up to next $500 without exceeding the $2,500/Ac. limit. 9. Pinal bond awo=t per acre $ f >00• oo /Ac. Pi a bond amount $_h; c,00,o 0 • CI .�I�`f��7 uie fV�l�_�Il�rl� Cam, l��tnn/ Local __I�LL_1 n�2 t71V� f Date * Price will depend upon location of material, haul length and equipment time to process. E � AU u v ly8 -2- COMMISSIONER OF PIEL;: ;ANDS SPS Revised 12/22/82 H0. 100708 Service Fuel c` . Co. Inc. t n... & Asphalt Paving c SE.AV-11•'223JR 5650 IMPERIAL WAY S.W. )� 1. ' BREMERTON G74.26GO (ACROSS FROM KITSAP AIRPORT) " POULSBO 779.7484 P.O.BOX887 • BREMERTON,WA98310 BAINBRIDGE 842.2011 RECLAMATION PLAN ASPHALT AND CRUSHING OPEMATION PERMIT NO. 12OGG A U O l:ii�J D COMMISSIONER OF PUBLIC MOS H0. SOLAR OIL GAS ELECTRIC HEAT PUMPS ASPHALT PAVING i� J �( Service Puel ;'.�� :.. Co. Inc. & Asphalt Paving SE•RV•il '223JR 5650 IMPERIAL WAY S.W. BREMERI'ON 674.2666 <l (ACROSS FROM KITSAP AIRPORT) POULSSO 779.7404 P.O.BOX887 • BREMERTON,WA 98310 BAINBRIDGE • 842.20t1 June 23, 1983 Oepart"1011t of Natural itesources Dear Sirs, Hansen and Rowland is our insurance co,apany as of this date. The previous agent, comfort and rieming, i.; no longer i,:u,;l.ling Uur :,ccuuuL. Tom llantschell is our personal ;agent 1•rou, Hansen and Itowla nd ;u,d his p1101:c ic; 4i.:7-1161 in 'Tacoma. 'Tow has been in contact with your office.as to our reclamation bond. Mr. lord of your office indicated that as of this dnte no bond amount lams been 06Lahlished. As soon as I-Jr. Ilentscl,ell 1:►►ows how much the bond must be he Will issue same and forward copies to all parties requiring their,. Sincer41y, _ J...,es 1;, liennett, :'resident/ Uenera1 Mgr. ND z SOLAR OIL GAS ELECTRIC HEAT PUMPS ASPHALT PAVING ervice Fuel Co. Inc. & Asphalt Paving sE.Rv.i,. 223J1"t M SG;iU IMPERIAL WAY S.W. 13111:M[iI1101-1 • G74,�0•. (ACROSS FROM KITSAP AIRPORT) POULSBO 779/I!: P.O.BOX887 • BREMERTON,WA 98310 BAINBRIrDGF 1142, 1 Operations and Reclaimation Plan for Old Bel-fair Highway Gravel Pit Owner: Robert Scatena and Palma Neale Occupant: Service Fuel Co. Inc. Prepared pursuant to ROW 78.44, Surface Mining Act. Date: June 15, 1983 13ond: $5,000.00 Surface Mining Permit bond from Comfort and Fleming,-Policy Number 81516474 BCA I. The Name and Address of the Legal Land Owner: Robert Sedtana and Palma Neale. II. Materials to be jurfaced Mined: Primarily Recessional sands and recessional gravels which overlie both compact till and advanced outwash course sand and gravel ( see attached geotechnical.survey ). III. *Types of Surface Mining to be Performed: Open pit` excavation mobile and stationary equipment for crushed rock and asphalt production. OIVStarting Date of Surface Mining; February 1982. V. Anticipated termination Date of-the Surface Mining el Project: Approximately 10 to 15 years after commencement of mining. SOLAR OIL GAS ELECTRIC HEAT PUMPS ASPHALT PAVING Ica J1 rl q D COMMISSIONER Of PUBUC !ANDS NO Sewvoce �t�el Co. Inc. & Asphalt r- vi 9g SE•RV•1I.*223JR 5650IMPERIAL WAY S.W. BIIEMEH-ION tj/47+.•. (ACROSS FROM KITSAP AIRPORT) POULSBO 779/4;i; P.O.BOX887 • BREMERTON,WA98310 BAINBRIDGE 842Y)I, VI. Zxpected Amount of Mdneral to be Surface Mined: Approximately 3.2 million cubic yards of mineral aggregate usable and 1.3 million cubic yards of overburden. VII. Maximum Depth of Surface Mining: Approximately 200 to 250 feet. vrf?.0 .ze and I;egal Discription of the Area: The total area of the parcel is 1r0 acres, of which approximately 32 acres will be mined. The remaining 8 acre parcel on the south side is designated to remain in its natural condition and'not to be disturbed by any great extent by the surface mining activities. IX. Plan 11 of Surface Mining: The sequence of mining operation will Abe to start at the back portion of the thirty-tarn_ acre parcel and progress down and toward the Old Belfair Highway. It is our intention to maintain 50 feet of natural vegetation buffer strip along the east and south lines of the site. �. Reclamation Plan f�. Proposed subsequent use: As segments of the mining areas become exhausted for rock extraction and not needed for stockpile areas it is our intention to reseed with fir and utilise the site as a tree fart".• r • SOLAR OIL GAS • ELECTRIC HEAT PUMPS • ASPHALT PAVING ti- D COMMISSIONER Of PUBLIC, MINDS NO. Service Fuel W' Co. Inc. & Asphalt Paving ' � SE-RV•11•'223JR 5650 IMPERIAL WAY S.W. BREMERTON 67.1 (ACROSS FROM KITSAP AIRPORT) POULSBO 779.74c1: P.O.BOX887 • BREMERTON,WA 98310 BAINBRIDGE • 842.7()1: B. Evidence that Subsequent Use Would Not Be-Illegal under Zoning Regulations; Mason County does not have a local zoning code at this point in time. We are aware that Mason County is in the process of developing a comprehensive plan. Should Mason County adopt a zoning code we hereby warrant that we will be subject to the requirements of that zoning code for any subsequent use after completion of the mining ,activity. C. Proposed 'Practices to Protect Adjacent Surd' Rewovm¢ces: We intend to`utilize both interim and final storm drainage accumulation ponds to control drainage and erosion. nRegrading, storm retention ponds, and vegetative buffer areas should provide adequate protection during normal weather conditions for the surface resources on adjacent parcels. (11� Specifications for Surface Gradient Restoration: Where possible and or practical the final restoration for the reclaimed area will be 2 to 1 ratio. E. Manner and type of Revegetation: It is our intention when a mined area is no longer to be utilized for mining or stockpile purposes are will revegetate it,, with fir seedlings. SOLAR OIL . GAS ELECTRIC HEAT PUMPS ASPHALT PAVING on COMMISSIONER Of >PuBu(; NOS NO. Service Fuel Co. Inc. & Asphalt Paving SE-AV-I I.'223JH 5650IMPERIAL WAY S.W. { ? BREMERTUP1 • 6!4,' (ACROSS FROM KITSAPAIRPORT) POULSBO 779;.1:. P.O.BOX 887 • BREMERTON,WA 98310 BAINBRIDGF • 1447 7•f F. Method of Prevention or Elimination of Hazardous Conditions: Access to the active mining site will be restricted and controlled by a gate crews are not on site and signs will be posted to help prevent inadvertent accidents due to human passage. Any additional safeguards recommended by the Department of.Natural Resources will be implemented as soon as practical G. Method of Cpntrol of Contaminates and Disposal of Surface Mining Refuse: Overburden and waste materials will be stockpiled on site for use in reclamation, regrading, or for berming along the sides of roadway Areas. H. Method of Diverting Surface Waters Around the Disturbed Areas: The drainage paths and retention pond locations will be structured in a manner that will control nor ainfall and resultant erosion on site. I. Method of Restoration of Stream Channels and Stream Banks to a Condition Minimizing Erosion and :siltation and other Pollution: Due to the approximate 8 awe k mining exclusion area on the southwestern portion-' of the site the mining activity is not expected to SOLAR OIL GAS ELECTRIC HEATPUMPS ASPHALT PAVING oE 0.) EodEp LN COMMISSIONER OF PUBLIC LANDS NO` Service Fuel k Co. Inc. & Asphalt Paving ; „,t 5650 IMPERIAL WAY S.W. :. .. BREMERI UN !;/I;..;. (ACROSS FROM KITSAP AIRPORT) ` POULSBO /!U/:lt!. P.O.BOX 887 • BREMERTON,WA 98310 BAINBRRVA". ftAt` I. Continued — affect adjacent streams during normal weather corAktions. J. Maps and Supporting Documents: 1. Geo Recon International Study 2. Site Drawing K. Time Schedule for.Reclamation: It is planned that within two years from which an area that has been mined and not needed as a stockpile area, that area will be reconformed as possible to a 2 to 1 ratio and the fir seedlings planted. As definite areas come into this "completed use" ,status the reclamation plan shall proceed for that area within a two Year period. The entire area is expected to mined and reclaimed within fifteen years of the date of this Reclamation Plan. SOLAR OIL 'GAS ELECTRIC HEAT PUMPS ASPHALT PAVING r, ~��:'='.VTv=': '.fj�•�. '`L�ly'ilYy7:Y+•�1i ..�,:;--v.------+-rr+..w.+ N",..''�:'.F��S�;�� 12= ,^1\,�/1J'� 112�. R ��•.b;�1t1.. I :•�1 ::(,1-�.M ti`�.• � � lJ� lJ �+ U J(✓�'. Sj{lil: .. COMMISSIONER Of PUBLIC LUDS NO I -) EO REUON INTS--� N/VFION/ \ f geology geophysics archeol( J-80-104 i February 28, 1980 •Yr,� Mr. Bob Scatena Silverdale Realty P.O. 'Box 56 Silverdale, WA RE: ELECTAIM RESISTIVITY AND GEOLOGIC STUDY BELPAIR, WASHINGTON 7 This letter presents the results of an electrical resistivity and geologic study perfornied at your site near Belfair, Washington. The geophysical fieldwork was coliipleted on February 25, 1960 and consisted of 4 vertical electrical'scundings spaced appraxiiiiDtely 440 feet apart on a north-south line noar the center of the property. The purpose of this survey was to establish a reab onable estimate of thickness for the granular materials underlying the Bite. The electrical survey was accomplished by using the Wenner electrode configuration, which was designed to penetrate a depth of about l00 feet. However, the maximum depth Of penetration achieved depends on the recistivitiOG of the underlying materials and may vary from the design penetration depth. We also accomplished a brief goologie reconnaissance of the site and a. review Of geologic literature pertaining to the area. The classification of ivaterialB at sand and gravel prospect! by resistivity rnetbc>de utilizes the well known principal that electrical resistivities of coarse--grained deposits (sand and gravel) are considerably higher than resistivity valIis of fine-grained materials (silt and clay) , D t COMMISSIONER OF }'ti M LANDS eo-Recon International.Limited 1S N.E.IE35th (206) 3(-)? , _'filing elddrress:R.Cn.Box 6,91RR t( f Mr. Bob.,Scatena February 20 , 19bU Silverdale Realty Page Twu By. comparing resistivit•ies computed below a sounding Point With a nearby boring or exposure, one can normally assign average resistivity values to each type of material observed in khe boring or exposure. At the present site, there is no boring information that We know which may be urged to identify the resistivity valueu we have computed. 110wever, pending further exploration at your site, we have assigned tentative classifications of the resistivities based on our geologic examination of the area and previous experience on the Kitsap Peninsula. The geologic examination of the site generally confirmed data obtained during the literature review. The upland areas of .the site appear to b© overlain by ablation till deposits of loose, unsorted, coarSQ aunds and gravels, and occaoionai erratic boulder&. This was part of the glacier's rock load deosited an the ice melted and is less compact than the Easal till and without much of the fines which Were washed away by Melt water, We believe this is underlain by the basal portion of the Vachon till, a gray to bluish-gray compact and unsorted mixture of cobbles and `pebbles in a binder of silt and clay, Due to the normally compact nature of the glacial till, it has been given the local name of "hard pan". Underlying the till units is the advance outwash which consists chiefly of gravels and coarse sands. Typically the advance ,outwash is s vertical sequence of poorly sorted gravelq at the top grading downward into better sorted and st-rAified oands and gravels, with locally occurring 1e116e8 of stilt of clay. The najor unit observed at your site, we believe to be the Vachon recessional outwash which occurs as a mantle of sand and gravel lying over the till. The coarse, poorly bedded recessional outwash is virtually indistinguishable from the ablation till and appear quite similar electrically. We have shown on the Generalized Geologic section and map the relationship of these units which has been established in the literature. We have established a color designation as shown on the VES Profile, Figure 2, which we believe illustrates the distribution of the geologic units located at your site, You will notice that we have shown only a gradation beLwcoi, the ablation till and recessional outwash due to their similarities. We have also shown an estimated boundary between the Vashon till and advance outwash materials, We emphasize that this boundary is based upon data obtained in the geologic literature and may vary considerably , COMMISSdONER Of PROF 1..PWOSNli Fir. Bob, Scatena February 28 , 1goo �_ ___•_ Silverdale Realty Page Three from the actual confi��TTura�tion. Unfortunately, due to the extrGM3 decrease in resistivity in the Vachon till, we were unable to develop any data to relating to the top of than advance outwash. Dased upon the geologic studies and on our experience with similar Band and gravel deposits, we have tentatively classified the resistivity values as followo s AVRRAGE LAYER REDIETI•VITY SUGGESTED CLASSIFICATION OHM - RETERS 631 6006 Thin, areated surface layerl ablation till and recessional outwash. 2452 - 16,166 Coarse relatively dry sand gravel deposits. 1250 - ' 2509`' Sand and gravel with acme layers of silt, 154 - 189 Glacial till ("hard pan") , We have completed calculations based upon a useabl,e,work area approximately 1200 by 1200 feet and a maximum excavation to elevation 220, These calculations shoe the possibility of nearly 4� million cubic yards of mineable materials. The calculations do not, however, take into account the surface material which must be stripped and possible silt and fine sand lenses within the units mined. electricalThe method n i investigation is a standard geophysicaltechniqueandlikeother geophysical techniques, its resolving power is dependent upon the degree of contrast between pertinent properties Of the subsurface materialG, The method basically consists of inducing direct current into, the ground through two f electrodes and measuring the potential drop at the surface between two other electrodes placed at various spacings betr;een the current electrodes. Thusly, field curves were developed showing the relationship of the Layer CCMPflS%,Ci�ER Uf �U(��6f LAM NO C Mr. Dob`Scatena February 28, 1900 Silverdale Realty Page Four resistivities to electrode Beparation. These field curves were then interpreted by computer analysis to yield results in terms of individual layer resistivity and thickness. The geophysical information in this report is based on geophysical measurements made by generally accepted methods and field procedures and our interpreta- tion of the data. Although these results are interpre- tative in nature, they are considered to be a reasonably accurate presentation of existing conditions within the limitations of the methods employed. Gfo�a CLYDE �'�► GEO-RECON INTERNATIONAL LTD. w RINGSTAD' cc NO.EG 791 CERTIFIED ENUINEE/IINO GEOLOGIST . 13Y ' l9lf OF C�t�F� Clyde n9 a• . Vice President CAR:tlr COMMiSS'01'1R OF PUBLIf, LANDS SITE LOCATC:D SOUTH OF HERE 500 1 400 j , OvI o ; �/ /i a Ovrs �•.. 200 qva or ,Oc� '/ v c� 0 ,1r Sea Level GENERALIZED GEOLOGIC SECTION H- H� � e o t DP baO:rti6��', Ol�lt4��;c,� .�a :off °,ar{� ;\�'�,� 4p}-� �:.Juts jvQ lay., Qa� : }d�v 4 .i. aovb / ' DCn Op¢C API �h r QY c's o-'•/:� 14 o y;.00� e C �j� C,,,, 17 'r el C9 •• �x. be . o'' .;.�.;. � 'C 4 3 r SlTE p '��J } Pad 8- )�yt'.,/, Pfi•%'%.��_1�; ��j•.!'�O GEOLOGIC MAP OUTLINING SITE AREA A1• 1�3� J� COMMISSIONER OF PUBUC LANDS i,1��i EXPLANATION Recessional outwash: materials deposited by melt-water streams from receding Vashon glacier, Qvrs: recessional sands, as mapped may include some �UvrY_ Colvos sand; Qvr: recessional gravels. Till: compact, frequently concrete-like mixture of cobbles and coarse gravel in binder of clay and gilt, from a few feet to 100 feet in thickness, m ' Ali tnasppad eoVara many upland areae not otherwise dea:ihpatedj tin �sbtern parts of western and southern uplands includes cuperglacial till cobbles and gravels. Advance Outwash: discontinuously stratified, frequently cross- badded gravels: and coarse sands with lenses of silt and clay. /Q V0 CHAIISSIHER OF PUBLW LANDS ND SCATENA PROPERTY BELFAIFf, WA. GEOLOGICAL MAP & SECTION FEB, 1980 J-BU- I OCO- RECUN INTERNATIONAL N0RTN 50UTh1 � ,y s %= 450 R-I 450 LAJ L I R-2 ? 400 6o06 R-3 400 Z O 1720 663 I 2029 R-4 h 350 t2so �720,: t 500 350 Lu a 300 •7 7 7 • "'` . t� �.` _ race 300 29s2 9 SA 250 200 t 200 ' �-S ►; �. � �z sue. n � 0 100 200 300 400 Cz Ll HORIZONTAL SCALE IN FEET . w R-I VERTICAL ELECTRICAL SOUNDING 1250 RESISTIVITY IN OHMIMETERS ,r SCATENA PROPERTY :�. BELFAIR, WA. VES PROFILE 4• 5650 IMPERIAL WAY S.W. » '"1" BREMERTON • b:i. (ACROSS FROM KITSAP AIRPORT �''"� POULSBO 71.:;; P.O.BOX 887 BREMERTON.WA 98310' BAINBRIDGE U•1; W r •A,r:I ' R U"cQ 1 I I i i � I • � � fl SI) Ct'� �.F2llS t11 4^��.�1 Clh� S- SOLAR OIL GAS ELECTRIC HEAT PUMPS ASPHALT PAVING 6. d Eau EovE AUG IJ�J COMMISSIONER OF PUBLIC LANDS NO F cTAT£ ��� o f L ,fiartment of Natural Re,3uurces E September 19, 1985 r 7' S C�-O /ic.1�C� '�c si/�f1�r Seaboard Surety Company Suite 401 320-108th Ave. NE .� Bellevue WA 98004-5758 (� RE: Bond No. 967-293, S Ladies/Gentlemen: This letter is to inform you that the Department of Natural Resources is working with Service Fuel Company to reclaim their surface mine operation. I would also remind you that the bond issued by you remains in effect for any work and disturbance done on the site up to the bond cancellation date of July 18, 1984. Should Service Fuel Company fail to reclaim their surface mine operation as required, the Department of Natural Resources may ask to have the bond cover the cost of reclamation, not to exceed the actual cost of reclamation or $15,000.00, whichever comes first. The Department will keep you informed of progress toward resolving this issue. If you have any questions regarding this issue, I can be reached through our Enumclaw office, telephone number (206) 825-1631. I . Sincerely, W. Michael Griggs Area Manager David L. Sims Belfair Local Manager DLS/bh cc: James Bennett, President, Service Fuel Co. , 5650 Imperial Way, 0 r ti ,0114ow., Port Orchard, WA 98366 bc: Area File - #12066 Geology & Earth Resources - Oly Kenna Hoyser 100203 Equal Opportunity, Affirmative Action Employer .dSM6.- , July 8 , 1986 Jeff Hartman Anderdam Inc. 4125 NW Lakeview Place Bremerton, WA 98312 Re : DNR Surface Mining Permit Number 12066 I was under the understanding that all issues regarding operation of the above mentioned gravel pit were addressed through my agreement with Mr. Scatena. As per a phone conversation with Mr . Walt Goit this evening , he requested I write this letter regarding my assigning your corporation Service Fuel ' s permit with the Department of Natural Resources . I hereby assign Anderman Inc . my Permit Number 12066 . Sincerely , James W . ,-'Bennett , �� 1 -7w tl x [Y 'C President/ General Mgr . Service Fuel Co . , Inc . rf ^' 01^TURAL RESOURCES S= zt� CT SJ;14i0.AREA JUL 2 3 1986 FXECEIVED ��. � WASHINGTON STATE DEPARTMENT OF Natural Resources BRIAN BOYLE Commissioner cf Public Lanas Apri 1 7, 1988 South Puget Sound Area 28329 SE 448th St. P.O. Box 68 U Enumclaw. WA 98022 Mr. Jeff Hartman 200 Newport Center Drive, Suite 301 Newport Beach, California 92660 RE: Revised Reclamation Plan for the Old Belfair Pit Surface Mine No. 12066 Dear Mr. Hartman: During the past several months we have reviewed the revised reclamation plan submitted last September. We have also received written public comment and taken testimony in a public hearing. Additionally, we have discussed the a eration with the Department of Fisheries and with the Department of Ecology ,DOE) . The geography of the pit, plus concerns expressed by adjacent landowners, indicate existing and potential adverse impacts. While the department appreciates the efforts and expenditures by Anderman Enterprises to reduce these impacts, I believe the revised reclamation and operations plan can be amended, as indicated below, to mitigate these impacts. The revised plan should be amended to provide for: a. Restoration of the 50-foot setbacX on the east side of the pit (as shown on the Service Fuels reclamation plan) by grading and revegetation with a soil binder and with rapid growth evergreen trees. Where this is not possible, a berm, similar to the berm on the southern boundary of the pit, shall be constructed. b. Continued attention to the revegetation effort near the southern boundary of the pit such that a thick cover stabilizes the soil and precludes fugitive dust. c. A plan for continuous revegetation in each segment of the pit such t t runoff is minimized. Drainage from the mine continues to be the major concern of this agency and of the DOE. A recent inspection by Greg Cloud of DOE indicates that while the present sedimentation pond/pump/reinjection plan is working, any number of circumstances could lead to a repetition of an apparent violation of the Water Quality Act which occurred on January 14, 1988. Such occurrence could result in an immediate shutdown of your operation until such time as the damage is mitigated (WAC 332-18-050) and may also result in a fine pursuant to RCW 78.44.160. Equal Opportunity/Affirmative Action Employer MASON COUNTY DEPARTMENT of GENERAL SERVICES Courthouse Annex I N. Fourth & W. Cedar P.O. Box 186 Shelton, Washington 98584 (206) 427-9670 building environmental health maintenance landfill parks&recreation fair/convention center planning sewer&watt September 7, 1989 Anderman Enterprises Inc. N.W. 2493 Old Belfair Highway Belfair, WA 98528 Inspection of the building located at 6721 North Shore Road in Belfair indicated the following code requirements. #1 - Building must have all rotted material replaced. #2 - Must have complete foundation of approved design. #3 - Permit must be purchased to place on new location. Thank you, B. E. Piland Inspector BUILDING PERMIT APPLICATION MASON COUNTY DEPARTMENT of GENERAL SERVICES P.O. BOX 186 SHELTON, WASHINGTON 98584 � 427-9670 DATE ISSUED PERMIT NO. NAME MAIL ADDRESS CITY&STATE ZIP PHONE OWNER A) Q W - k AiN>v tft WA- ct4t S4.4 DIRECTIONS A-1 S--617 Y TO JOB SITE b7J-/ /Wee-74 Si4jAe iQlj, C-L✓A / /,� L/U,4 . PARCEL LEGAL NUMBER - ESCR. NAME MAIL ADDRESS CITY 6 STATE LICENSE NO. ZIP PHONE CONTRACTOR ce ll!�A- t nllr USE OF BUILDINGCLASS WORK O✓ NEW ADDITION ALTERATION REPAIR OVE REMOVE DESCRIBE WORK Il f- A/vk-rI4 s l fe,,Ze -ry O d J 1-1 AV y SACV o 6;,l.4-1vcZ_ .S / . BEDROOME DECKS CARPORT NOTICE SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, HEATING, VENTILATING OR AIR BATHROOMS TOTAL SQ.FT. - GARAGE CONDITIONING. NO.OF STORIES BASEMENT ATTACHED THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT / COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR T AL Q.FT. �00� FIREPLACE DETACHED ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. PERMANENT - SHORELINE '- SEASONAL OWN RS AFFIDAVIT CONTRACTORS AFFIDAVIT I CE IFY THAT I AM EXEMPT FROM THE REQUIREMENTS OF THE CONTRACTORS I CERTIFY THAT I AM A CURRENTLY REGISTERED CONTRACTOR IN THE STATE OF REG TRATION LAW RCW 18.27, AND AM AWARE OF THE MASON COUNTY ORDINANCE WASHINGTON AND I AM AWARE OF THE ORDINANCE REQUIREMENTS REGULATING THE RE IREMENTS FOR WHICH THIS PERMIT IS ISSUED AND THAT ALL WORK DONE WILL BE WORK FOR WHICH THE PERMIT IS ISSUED AND ALL WORK DONE WILL BE IN IN ONFORMANCE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT FIRST CONFORMANCE THEREWITH.NO CHANGES SHALL BE MADE WITHOUT FIRST OBTAINING O AINING APPROVAL FROM THE BUILDING DEPA T EN APPROVAL FROM THE BUILDING DEPARTMENT. PAI AO WNER � / XBY DATE- OF FOR OFFICE USE ONLY DEPARTMENT YES PPROVEN0 DEPARTMENT YESPPROVENQ BUILDING VALUATION ,a HEALTH PUBLIC WORKS FEE PLANNING FIRE BUILDING PERMITJ. l D.O.T. BUILDING PLAN CHECK SPECIAL CONDITIONS BUILDING GROUP PRE-INSPECTION SHORELINE WOODSTOVE PLUMBING MECHANICAL STATE BUILDING FEE L v STATE SURCHARGE APPLICATION CCEPTED BY PLANS C K BY APPROVED FOR I UANCE PERMIT VALIDATION I TOTA L BY CASH CK MO 15 '00 FROM ALLEN SHEARER TRK. 275-0907 PHONE NO. Apr. 13 1999 06:06AM P6 t s � o v o_ K � � v o30 � 0 1+ cK W i 1 i v, , 1994 Washington State Nonresidential Energy Code Compliance Form u •,ling Permit Plans Checklist ""nee 1994 wasnmgton State Nonresidential Energy Code Compliance Forms ENV CHK Project Address Date` July.19" .Z The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (circle) Section Component Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 Scope Unconditioned spaces dentified on plans if allowed I 1302 Space neat type _ R N i"t yea no a.a.1 tlectnc resistance Zg rya M `L S S yes no Other indicate on plans that electric resistance heat is not allowed yes no 1310.2 Semi-neated spaces Sem-neated spaces identified on plans if allowed 1311 Insulation eb no a.a. 1311.1 Insul.installation Indicate densities and clearances yes no a.a. 1311.2 Roof/ceiling insw. Indicate R-value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; indicate face stapling of faced batts yes, no a.a. 1311.3 Wall insulation Indicate R-value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is'protected; A (U Indicate loose-fill core insulation for masonry wails as necess: Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD: yea no a.a. 1311.4 Floor insulation Indicate R-value on floor sections; d Indicate substantial contact with surface; 7 t (0 Indicate supports not more than 24'o.c.; 1 Indicate that insulation does not block /T airflow through foundation vents yes ao n.a. 1311.5 lab-on-grade floor Indicate -value on wall section or foundation oetail; Indicate slab insulation extends down vertically 24'from top; 410 Indicate above grade exterior insulation is protected ins no a... 1311.E adiant loor Indicate -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36'from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd.by Official ye no a.A. 1312 Glazing and doors Provide calculation of glazing area(including Doth vertical vertical and overhead)as oercent of gross wall area `r yes ono n.a. 1312.1 U-actors Indicate glazing and door U actors on glazing and door schedule(provide area-weighted calculations as necessary); Indicate if values are NFRC or default,if values are default then specify frame type,glazing layers,gapwidth,low-e coatings,gas fillings Yes no a.a. 1312.2 SHGC 8 SC Indicate glazing solar heat gain coefficient or snading coefficient on glazing schedule(provide area-weighted ralcu!ations as necessary) 1313 isture control e ao a.a. 1313.1 apor retarders Indicate vapor retarders on warm side h I t .� no 1313.2 o0 ceiling vap.ret Indicate vapor retarder on roof section; Indicate vap.retard.with sealed seams for non-wood struc. yes no n.a. 1313.3 Wail vapor retarder Indicate vapor retarder on wail section no a—.A. 1313.4 Roor vapor retarder Indicate vapor retarder on floor section yes no a 1313.5 Crawl space vap.ret. Indicate six mil black poryetitylene overlapped 12'on ground i 1314 Arleakage a no n.a. 1314.1 Bldg.envel.sealing Indicate sealing,caulking,gasketing,and weatherstripping 0o a.a. 1314.2 Glazing/door sealing Indicate weatherstripping �} yes no a.a. 1314.3zerno.as ducts Indicate seating,Caulking and gasketing PRESCRIPTIVEXOMPONENT PERFORMANCE (Sections 1320-23 or 1330-34) yea no - rnelope Sum.Form Completed-and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary I "no" is circled for any question, provide explanation: 1994 Washington State Nonresidential Energy Code Compliance Form 1994 Washington State Nonresicemial Energy coca comoancs Forms July,1994 Project Info Project Address - / --�m Date(* — L�t'� Tr �T/8�J!2 U For Buuildiin-g7Depaartment Use Applicant Name: q r 2- Applicant Address: /� O Applicant Phone: 1- 60 2- S 72 7- - uo Zo5 Project Description New Building ] Addition ] Alteration ❑ Change of Use Compliance Option Prescriptive ] Component Performance ❑ ENVSTD ❑ Systems (See Decision Flowchart(over)for qualifications) Analysis Space Heat Type ❑ E!ectnc Resistance ❑'AII other (see over for definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in the (vertical&ovemd) d vides Dy Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to the level required for opaque wads. US-44 X 100 �+y O Option on ❑Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Concrete/Mason ry P Decision Flowchart(over)for qualifications.Enter requirements for each qualifying assembly in the table below. Envelope Requirements(enter values as applicable) Opaque ConcretelMasonry Wall Requirements Fully heated/cooled space Insulation on interior-maximum U-factor is 0.19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 025 Roofs Over Attic If project qualifies for Concrete/Masonry Option,list walls All Other Roofs `2 I with HC>_9.0 BtuAt'-°F below(other walls must meet Opaque Walls Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Below Grade Walls I I Wall Description Li-factor Floors Over Unconditioned Space R— (including insulation R-value&position) Slabs-on-Grade Radiant Floors N/A Maximum U-factors Opaque Doors _ •r Vertical Glazing t J V j_O,510 Overhead Glazing _ �r Maximum SHGC(or SC) Vertical/Overhead Glazing d 1 Semi-heated space* Minimum Insulation R-values Roofs Over Semi-Heated Spaces' 'Refer to Section 1310 for qualifications and requirements Notes: 1994 Washington State Nonresidential Energy Code Compliance Form mechanical Summary MECH-SUM ' 1994 wasnington State Nonresidential Energy Code Compoance Fortes --Jury,1994 Project Info Project Address ZS I �ZlT� Date Z d- Y-� Af7fiv Yi Zg For Building Dept.Use Applicant Name: Applicant Address: Applicant Phone: Project Description 609'o 1E�FICIEKrr (,AS F'Zetj AIP— HAtNkElp— = r- Briefly describe mechanical system type and features. Q Compliance Option Simple System Complex System ❑ Systems Analysis (See Decision Flowcnart(over)for qualifications) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans,fill in the required information below. Cooling Equipment Schedule 1J1 A Equip. I OSA CFM SEER ID Brand Name Model No.' Capacity" Total CFM Econo or EER IPLV' Location Heating Equipment Schedule '5EE M— Equip. OSA cfm ID Brand Name' Model No.' Capacity' Total CFM Econo Input Btuh Output Stuh Efficiency' Fan Equipment Schedule N/A Equip. ID Prandl Name' Model No.' CFM SP' HP/BHP Flow Controls Location of Service If available. 1 As tested according to Table 14-1, 14-2 or 14-3. 3 If required. `COP,HSPF,Combustion Efficiency,or AFUE,as applicable. s Flow control types:VAV,constant volume,or variable speed. 1994 Washington State Nonresidential Energy Code Compliance Form 1994 Washington State Nonresioermal Energy Coda Compliance Forms KMMTRM July,1994 Project Address L Date e 2 ��� g�Sz� , Z ,zy-y`' The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (circle) Section Component Information Reauired on Plans Notes HVAC REQUIREMENTS (Sections 1401-1424) 1411 Eqpmt performance yes no a.e. .. 1411.4 Pkg.elec.ntg.&clg. Ust neat pumps on scnecule yee no a.a. 1411.1 Minimum efficiency Equitiment schedule with type,capacity,effcency ,L „ 1412 HV C controls yee ao a.e. 14 22.1 Temperature—zones Indicate locations on plans _ Yes ao a.n. 1412.2 Deadband control Indicate 5 degree deadbana minimum _ yea no a.a. 1412.3 Humidity control Indicate numlaistat yee no a.a. 1412.4 utomatic setback Indicate thermostat with night setback and 7 diff.day types yea" no a.a. 1412.4.1 Dampers Indicate damper location and automatic controls _ I Yee ao a.a. 1412.5 Heat pump control Indicate microprocessor on thermostat scredule yes no a.a. 1412.6 Combustion nty. Indicate modulating or Staged Control Yee no a.a. 1412.7 Balancing Indicate balancing features on plans _ Yea 1422 Thermostat intenock Indicate thermostat intenock on plans yee o4 a.a. 1423 Economizers quipment schedule 1413 Air economizers yea no a.a. 1413.1Operation Indicate 100%caoamlity on scneouie yes no a.a 1413.2 Control Indicate controls able to evaluate outside air Yes ao a.a 1413.3 Integrated operation Indicate caparmity tor partial cooling 1414 Ducting systems yea ao a.a. 1414.1 Duct sealing Indicate sealing necessary yea no a.n. 1414.2 Duct insulation Indicate R-value of insulation on duct yes as a.a:' 1415.1 Piping insulation Indicate R-value of insulation on piping yea no 11.a• 1424 Separate air sys. Indicate separate systems on plans yes no Mech. bum.Form Completed and attached. Equipment schedule with types, input/output,efficiency,cfm,hp,economizer ISER 'IlCE WATER HEATING AND HEATED POOLS(Sections 1440-1454) 1440 Service water Mtg. Ye■ ao a.a. 1441 Elec.water neater Indicate R-10 insulation under tank yaa ao a.a. 1442 hut-o controls Indicate automatic shut-off 1450 Heated pools yea no a.a. 1452 Pool water neaters Indicate not electric resistance tl "nPo" is no a.a. 1453 00l heater controls Indicate switch and 65 degree control yenno a. 1454 oo4 covers Indicate vapor retardant cover noa. 1454 Pools 90+degrees ndicate -12 pool cover circled for any question, provide explanation: 1994 Washin ton State NonreFidential Enemy- Code Com liance Form Lighting Summary LTG-SUM 1994 Washington State Nonresidential Energy Cone Compliance Forms April 1994 Project Info Pro)ectAddress~75'jA� N, 'S�40 Tr Date f�f�//J/a /I)4 � s L For Building Department Use Applicant Nam tA, I(,LftL JNJ rJ3 Applicant Address L_,70 I,A_) 1 L �� gs Applicant Phone Project Description New Building ❑ Addition ❑ Alteration Compliance Option 01'Prescriptive ❑ Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist(over) Indicate Prescriptive& LPA spaces clearly on plans) f Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑ Less than 60%of the fixtures are new,and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floortroom no Occupancy Description Watts per ft2" Area in ft2 Allowed x Area ? f - From Table 15-1 (over)-document all exceptions taken from footnotes Total Allowed WattsG Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor/room no Fixture Description Fixtures Fixture Proposed c, / Z Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ft2 Allowed Watts Location Description per ft2 or per If (or If for perimeter) x 112(or x If) Covered Parking 0.2 W/ft2 Open Parking 0.2 W/ft2 Outdoor Areas 0.2 W/ft2 Bldg (by facade) 0 25 W/ft2 Bldg (by perim) 7 5 W/If Note for building exterior,choose either the facade area or the penmeter method,but not both) Total Allowed Watts E::__ Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 1994 Washin ton State Nonresidential Eneray Code Com liance Form Lighting (back) LTG-SUNC, 1994 Washington state Nonresidential Energy Code Compliance Forms Ap,] 1994 Prescriptive Spaces Occupancy ❑ Warehouses,storage areas or aircraft storage hangers ❑ Other Qualification Checklist Lighting Fixtures ❑ Check here if at least 95%of fixtures in the space meet all four criteria Note If occupancy type is"Other"and fixture answer is checked,the number of fixtures in 1 Fixtures are fluorescent,non-lensed,with only one or two lamps,and the space is not limited by Code Clearly indicate these spaces on plans If not 2 Lamps are T-5,T-6, T-8 or PL, and 3 Lamps are 5-50 Watts,and qualified.do LPA Calculations 4 Ballasts are electronic ballasts Table 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting LPA' LPA' Use' (Wlt) Use' (W/ft Painting,welding,carpentry,machine shops 23 Police and fire stations' 1 2 Barber shops,beauty shops 2 Atria(atriums) 1 Hotel ban ueUconference/exhibition hall'` 2 Assembly s aces9 auditoriumsgymnasia',theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars' 1 Cafeterias,fast food establishments5 1 5 Retail A7' 1 Factories,workshops,handling areas 1 5 Retail Bi° Retail banking 1 5 Gas stations,auto repair shopss 1 5 Locker and/or shower facilities 0.8 Institutions 1 5 Warehouses" storage areas 0 5 Libraries' 1 5 Aircraft storage hangars 0 4 Nursing homes 1 5 Parking garages See section 1532 Wholesale stores(pallet rack shelving) 1 5 Mall concourses 1 4 Plans Submitted for Co mitnon Areas Only' Schools buildings,school classrooms,day care centers 1 35 Common area,comdors, lobbies(except mall concourse 0.8 Laundries 13 Toilet facilities and washrooms 0 8 Office buildings,office/administrative areas in facilities of other use types(including but not limited to schools, 1.2 hospitals,institutions,museums, banks,churches)5"' Footnotes for Table 15-1 1 In cases in wfiich a use is not mentioned specifically.the('nit Power.11lowance shall be determined by the building otlicial 1 his docrmination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2 fhc watts per square toot may be increased. by two percent per loot otceiling height above twent} feet.unless specifically directed otherwtsc by subsequent footnotes. 3 Watts per square loot of room may be increased by two percent per toot of eeiling height above twelve feet. 4 For all other spaces.such as seating and common areas,use the l'nit Light Power Allowance for assembly. 5 Watts per square tint otroom may be increased by two percent per toot otceiling height above nine feet. 0 Includes pump area under canopy. 7 In cases in which a lighting plan is submitted for only a portion of a door, a Unit Lighting Power Allowance of 1 35 may be used for usable ollice floor area and 0 80 watts per square foot shall be used for the common areas,which ma} include elevator space, lobby area and rest rooms. Common areas.as herein defined do not include mall concourses 9 I,or the tire engine room.the 1Jnit Lighting Powcr Allowance is 1 0 watts per square toot J For indoor sport tournament courts with adjacent spectator seating,the Unit Lighting Power Allowance for the court area is 3.6 watts per square toot 10 For both Retail A and Retail 13,light for tree-standing display,building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt. Retail B allows a 1Jnit Lighting Power Allowance of 1.5 watts per square toot. including all ceiling mounted merchandise displav luminaries. 11 Provided that a floor plan,indicating rack location and height,is submitted.the square footage for a warehouse may be defined,for computing the interior 1Jnit Lighting Power Allowance.as the floor area not covered by racks plus the vertical face area(access side only) ofthe racks The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 1994 Washington State Nonresidential Energy Code Compliance Form 2994 Washington State Energy Code Compliance Forms ApN t994 Lighting - General Requirements timer,photocell,or a combination of timer and photocell.Automatic time switches shall also have program back-up capabilities,which prevent the 1513 Lighting Controls loss of program and time settings for at least 10 hours,if power is 1513.1 Local Control and Accessibility:Each space,enclosed by walls interrupted or ceiling-height partitions,shall be provided with lighting controls located 1513.6 Automatic Shut-Off Controls,Interior:Office buildings greater within that space The lighting controls,whether one or more,shall be than 25.000 ft'and all school classrooms shall be equipped with separate capable of turning off all lights within the space The controls shall be automatic controls to shut off the lighting during unoccupied hours, readily accessible,at the point of entry/exit,to personnel occupying or Automatic controls may be an occupancy sensor,time switch,or other using the space device capable of automatically shutting off lighting. Exceptions: The following lighting controls may be centralized in Exceptions: remote locations 1 Areas that must be continuously illuminated,or illuminated in a 1 Lighting controls for spaces which must be used as a whole manner requiring manual operation of the lighting 2 Emergency Ighting systems. 2 Automatic controls 3 Switching for industrial or manufacturing process facilities as 3 Controls requiring trained operators. may be required for production 4 Controls for safety hazards and security. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of 1513.2 Area Controls:The maximum lighting power that may be automatically turning off all the lights In an area,no more than 30 minutes controlled from a single switch or automatic control shall not exceed that after the area has been vacated. which is provided by a twenty ampere circuit loaded to not more than 1513.6.2 Automatic Time Switches:Automatic time switches shall have eighty percent.A master control may be installed provided the individual a minimum 7 day clock and be capable of being set for 7 different day switches retain their capability to function independently.Circuit breakers types per week and incorporate an automatic holiday'shut-off`feature, may not be used as the sole means of switching. which turns off all loads for at least 24 hours and then resumes normally Exceptions: scheduled operations.Automatic time switches shall also have program 1 Industrial or manufacturing process areas,as may be required back-up capabilities,which prevent the loss of program and time settings for production for at least 10 hours,if power is interrupted. 2 Areas less than five percent of the building footprint for Automatic time switches shall incorporate an over-ride switching device footprints over 100,000 fe which 1513.3 Daylight Zone Control:All daylighted zones,as defined in a is readily accessible. Chapter 12,both under overhead glazing and adjacent to vertical glazing, b, is located so that a person using the device can see the lights shall be provided with individual controls,or daylight-or occupant-sensing or the areas controlled by the switch,or so that the automatic controls,which control the lights independent of general area area being illuminated is annunciated, lighting c is manually operated: d allows the lighting to remain on for no more than two hours 1513.4 Display,Exhibition,and Specialty Lighting Controls:All when an over-ride is initiated,and display,exhibition,or specialty lighting shall be controlled independently of a controls an area not exceeding 5,000 fe or 5 percent of general area lighting, footprint for footprints over 100,000 ft`,whKhever is 1513.5 Automatic Shutoff Controls,Exterior:Exterior lighting not greater. intended for 24-hour continuous use shall be automatically switched by 1994 Washington State Nonresidential Energy Code Compliance Form , Lighting Permit Plans t994 Washington State Energy Code Comphance Forms Apnl 1994 Project Address Date The foilowrng information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code Applicability Code Location Budding Department circle one Section Component Information Required on Plans Notes LIGHTING CONTROLS (Section es no n a 1513 1 Local control/access Schedule with type,indicate locations es no n a 1513.2 Area controls Maximum limit er switch 15133 Daylight zone control Schedule with and features, indicate locations es no n a vertical glazing Indicate vertical glazing on plans es no n a overhead glazing Indicate overhead glazing on plans es no n a 15134 Display/exhib/special Indicate separate controls 15135 Exterior shut-off Schedule with type and features, indicate location es no n a a)timer w/backup Indicate location es no n a (b)photocell. Indicate location 15136 Inter auto shut-off Indicate location es no n a. 151361 a occu .sensors Schedule with type and locations es no n a 15136,2 b auto switches Schedule wrth type and features(back-up,override capability), Indicate size of zone on plains (Sections 1520-22or1530-32) es no 11-ighting Sum Form Completed and attached Schedule with fixture types, lamps,ballasts,watts per fixture (Section 1511) es no n a I Elec motor efficient MECH-MOT or E ui ment Schedule with hp,rpm,efficient It no is circled or any question, provide explanation: U�u'b.4MS , Dot)Be.E sup nt-i . � r f�$�L�C►- '�31��Ny�-aTiS�� '� ��JVSrDt✓ L.A�S tZ - F3 r'�t �. -t 4.0S w (3J F3QTV 4AWrn S NSWE LA^m P_S .- AtXYL&Ims r�d, j a FI4 �.sc� Dr FFvs�� �� 3�w 2 - 0 F7 zo 1�_uli *ia _I_f� Glow ob wjt LT - (u ZZw TP-4PLe u - _3zWT1e4Pc _ � tfl.- --.t�. �Q1_ri+�r..l2atL-, -'''' l` - -!9 - �--------�-�-__Z• U_.5����—� bii 4r 1 StrF_T.T'a PS ax1:L Sl"LE. Sf 4P �f$ fuJaPP,- t.JI 0) 32I.J?6 4 EL&—T)eov/c. )�*'L s F15' Slk"E . MV _ 16 jz 1o,._ /_�l)�swTB t 5D c►J }� __G�1.%_lal� � tz 7rwt� Rio JusTr�z-� LT I,,/(/) 50cJ fi�S t,4 &Lo � L Piie-ov)i?z�, c4e c� eioe h' swe opt ffgrj�, slGu /LWl►^11�0 A% wS As P40W 8Y L c4rrW (.?) -7w c7 4o1�. Llrt- 41�mPs ..- hhg4, h1LiWfo TAN .tieW _.. __ �1 .�7i DiJ r�L� �T1Ci ..5�91� �►+4���ics �J�t w/L-2)-7-e t Mrs (-)s wA7r c*) V-4rjjo. /W.PS ►` gxr�,0oR4aw/U,�->`iS'u 1/.9q i An Illustrated Handbook '—' 1106.8 Ramps. rails as required in Section 1003.3.3.6 are not required. Handr1 f06.8.1 General. Ramps required to be accessible not brae required at anyall be continuous provided that they shall shall comply with Section 1003.3.4 and the provisions nor at any curb ramp. andra�oint f shall exte access nd at least the ramp, 2 of this section. No ramp shall change direction inches (305 mm) beyond the top and bottom of an 80" min between landings,except ramps with an inside radius ramp run. y of 30 feet(9144 mm)or greater. EXCEPT/ON. Ramps having a rise less than or equal to 6 inches 152 mm1106.8.2 Slope and rise. The maximum slope of a mm),need not haverhandra lss than or equal to 72 inches(1830 a run le E TOP ramp shall be 1 vertical in 12 horizontal. The i LANDING maximum rise for any run shall be 30 inches (760 1106.8.E Exterior ramps. Exposed ramps and their mm). approaches shall be constructed to prevent the ■ accumulation of water on walking surfaces. 1106.8.3 Width. The minimum width of a ramp shall 1106.8.7 Edge protection.An portion of (L be not less than 36 inches (915 mm) for interior a ramp with a slope greater tan1 overtical ine20 a` ramps and 44 inches(1118 mm)for exterior ramps. horizontal, or landing which is more than 112 inch(13 mm) above the 1106.8.4 Landings. Ramps within the accessible route provided with edge adjacent otectionrind accordance with the of travel shall have landings at the top and bottom, and following: at least one intermediate landing shall be provided for each 30 inches (760 mm) of rise. Landings shall be 1. Walls and curbs. When used, walls or curbs E ,` — level and have a minimum dimension measured in the shall be not less than 2 inches (51 mm) in height INTERNE IA7E. BOTTOM E direction of ramp run of not less than 60 inches(1525 above the surface of the accessible route of travel. m LANDING LANDING mm). YVhere the ramo chanoes direction at a landino the landino shall be not less than 60 rnrhac 2.Railings. When used, railings shall comply with (1525 mm) Section 1106.8.5 and also shall have one of the so by 60 inches(1525 mm). The width of any landing shall min RAMP be not less(than]the width of the ramp. following features: so 2.1 An intermediate rail mounted 17 to 19 ! min 1106.8.5 Handrails.Ramps having slopes steeper than inches(430 to 485 mm)above the ramp or landing _ 1 vertical to 20 horizontal shall have handrails as surface, or required for stairways, except that intermediate hand- INTERME IATE TOP E 2.2 A uardrail complyingwith Section 509. LANDING LANDING 9 T ° Jiiiw 1112.3.2 Ramps. Curb ramps and _ ramps constructed on existing sites, or r in existing buildings or facilities, may ' a! BOTTOM = a " have slopes and rises greater than M LANDING E specified in Part 11 of this chapter, where space limitations preclude the so° so min AnMP use of 1 vertical in 12 horizontal slope min rs '� "� or less,provided that: i_ 1.A slope not greater than 1 vertical in 10 horizontal is allowed for a maximum `- rise of 6 inches(152 mm). E PONG c a` BONDoG2.A slope not greater than 1 vertical in 8 horizontal is allowed for a maximum rise of 3 inches(76 mm). 60"min RAMP 3-Slopes greater than 1 vertical in 8 horizontal are prohibited.