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HomeMy WebLinkAboutMIS99-0763 Retail Strip Mall - PAR Application - 11/12/1999 11/10/9P WED 13:18 NA? 3bU427Y1V6 MAaUly wuivir DLL) J Case number:MIS MASON COUNTY - PRE-SUBMISSION CONFERENCE REQUEST FORM The purpose of the pre-submission application is to identify and/or eliminate as many potential problems as possible in nrrlar for the p 'Pi l to hP prnaessed without delay. RePreseuteOvr, fmm the wilding Department, Fire Marshal's office, Environmental Health, Planning, and Public Works departments may attend the meeting to discuss rules and regulations applicable to the proposed project. Topics covered during the mooting will include the comprehensive plan, shoreline program, zoning, availability of sv ver and potable water, development concepts,building construction, fire protection and hfe safety of the proposed project. By providing the most accurate and detailed information on the application and site plan your pre-submission conference will be more informative. Pre-Submission conferences are held every Wednesday and last approximately one hour- To schedule a meeting complete the application on both side and return 7 copies of the site plan to the Mason County Permit Assistance Center, attn. M. MacSents- If you have questions call(360)427-9670 ext. 281. Date: �� �� Site Plan t App ' nt: Submit 7 copies Ni�me 1 2� � 1 Include the following - \ ►hte+� i ly/J � y(fq information on site pldrs: O --Zj `-1 1 ` _ J� ✓ property lines,easements,and zight- Dayurne ephone 1 of-ways- t j ✓ The location of all e-as ing and epl esentative ;'" co proposed structures. Include square Name _ / footage of existing and proposed buildings. Address ✓ Setback distance,in feet,from all Daj tune telephone • property lino,and buildinss- �L�vv� ✓ Existing and proposed road access to Parse[Number. >E2 digits U�'� and from the site. 6,x- ✓ parking sites Description of Project: ✓ Location of on-site sewage tanks And dnittftelds- Include square footage of structure,use of buildings i.e. office, warehouse,etc, ,/ I,ocstion of drinking water supply of occupancy classification(UBfC',Table 3-A), and construction type P,i-mide one set proposed situ wid surrounding sites. of plans,if available. W� �` � ego WIXCI" ' n V A L/ q 10 ✓ Steep bluffs, streams, and bodies of water FL A w��e-S 17C0.` w;11 `}x ✓ Location of fire hydrants and,_ � W'c I U, L I i emct ericv vehicle access roads,�via. c} � `` t C f U_, f 1.�Wt7� r`ac 1i- L including grade. YYlstt; kv�\ (/�vL ✓ Surface and storm water run-off {� F'rU�. t►l7�1Z routes. C'ontirtued on reverse side b ()0* VVt_ -W KMr me ia3a8- 50 - 9no 3 I 11/10/99 WED 13:16 r'AX JUU42771V5 mnauiv UMIN11 n,_U J W_,VVo I as this project been discussed during a previous Pre-Submission Conference? If yes,please indicate date r l7 l Will the building have employees?If yes,how many? GG"� C C— 4 Lct..' / What is the water availability of the proposed project?If there is an existing well,what is the name of the system? What is planned for an on-site sewage system? If you are proposing a new on-site system provide detail on the required n site plan. 5\ 0. � GQ kt& QAJ 6e J ADDITIONAL CONII4ENTS: CL` w�L t•k e vt ©dlt 4 UDC c,` i•� ,ram v� o S�1�t r c s L .A- Cti }C, APPLICABLE BUILDING CODES: 1997 Uniform Building Code-WAC 51-40 1997 Uniform Mechanical Code-WAC 51-42 1997 Uniform Plumbing Code-WAC 51-46/51-47 1994 Non-Residential Energy Code/Ventilation and Indoor Air Quality Code Mason County Ordinance bate and Time Conference Soheduled: O 3 IO e J GC) Location: A MASON COUNTY STANDARDS GUIDELINES FOR THE DETERMINATION OF REQUIRED 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. GUIDELINES FOR THE CALCULATION OF REQUIRED 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 gpm 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 gpin 8 hrs. 3 , 840, 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 E MASON COUNTY STANDARD FORM FOR THE CALCULATION OF REQUIRED FIRE FLOW PROJECT: W DATE:- LOCATION: DEVELOPER: AGENT: PHONE: ARCHITECT: AGENT: PHONE: BUILDING INFORMATION: NUMBER OF STORIES: FOOTPRINT: O SQ. FT. AREA OF MEZZANINES OR PARTIAL FLOORS: SQ. FT. TOTAL GROSS AREA OF BUILDING: 5d►p 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 FROMMASON COUNTY STANDARD FLOW CHART; USE TOTAL 2'HlR GROSS AREA. FOR NUMBERS BETWEEN AN AREA RANGE USE THE HIGHER GPM FIGURE, DO NOT INTERPOLATE: ZL='c�' gpm Zoo 2 . IF 1-hr. AS IDENTIFIED WITH * ABOVE -250 gpm gpm C ZS�� SUBTOTAL: cs C' gpm 11 C7 0 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:— 2j&'-s'j-0 gpm 1.7 5 O 4 . SUBTRACT 50% FOR APPROVED SPRINKLER SYSTEM: - gpm ce?5) SUBTOTAL:- (C5z©O gpm B7 5 5 . FOR EXPOSURES MULTIPLY BY 1. 00 TO 1. 75** _x 1. -7-6 _ ( ,Z5 ** [to determine exposure factor add a percentage for each of ----"' four directions (express as a decimal) and add 1] ` , (go 1 ► 6 O Conversion table: ft. % 0-10ft. = 25% N= 10 = 2-5 25 11-30ft. = 20% E= 4;7=-T-;7 15 31-60FT. = 15% S=t6c = to e f05� ''sSs,, 61-10OFT = 10% W= (J ISYo �lO� 1� 1600 101-150FT = 5% subtotal: cc ( . 75 maximum) SUBTOTAL: �60 gpm (531 TOTAL REQUIRED FIRE FLOW: 175 0 gpm # AVAILABLE FIRE FLOW: !(ap gpm # (PER: OF: 25`�0) l 1 S'o C4 eda4. " LV 091 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 . . . . . 1750 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 51, 500 . . . . . 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-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". P 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 83 , 700 . . . . . . 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". 1 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 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 November 19, 1999 TO: Aaron Espy, Assistant Chief FROM: Dave Salzer RE: Pre-Application Meetings Enclosed are two pre-application meeting submittals for projects in FD 2. 1 am requesting input from FD 2 regarding fire protection issues. Project #1 involves the development of a multi-lot site adjacent to the Masonic Lodge Building, and across SR 3 from the mini-storage buildings currently under construction. Although the pre-application meeting is addressing one building, the plot plan o age 6 f the submittal shows two buildings, and an access road to a larger lot. Our approach will be to have the applicant define plans for the total build out in order for our staff to address infrastructure issues. � 4 Fire flow demand for this proposed building is calculated at 2400 gpm. Available fire flow from the Belfair Water System is 2000 gpm. Several U options exist to result in a fire flow demand that falls within what is available: 1. Install a fire sprinkler system throughout the building, which will reduce the fire flow demand to 1200 gpm,_ \ 2. Upgrade construction to Type V-1 hour,)which will reduce fire flow— app#cd demand to 2000 gpm. We will offer these options to the developer. 1 need your input regarding adequate access and fire hydrant locations. Project #2 is a 5500 sq. ft. strip mall building adjacent to Westbay Auto. The available fire flow to this area is 960 gpm, which is far below the fire flow demand, which is 2000 gpm. With an automatic fire sprinkler system and a fire alarm system, the fire flow demand is reduced to 1300 gpm. If we upgrade construction to Type V-1 hour, the fire flow demand drops to Y 1150 gpm, which is about 200 gpm over what is available. I see that we have several options: 1 . Require the fire sprinkler system, fire alarm system and 1-hour construction, and live with the 200 gpm difference, knowing that the water system will be upgraded someday, or 2. Require the addition of a 4-hour fire wall, which will divide the building into two 2750 sq. foot pieces, with a fire sprinkler system and fire alarm system throughout. This will result in a fire flow demand of 984 gpm. I need your input on these options, as well as comments on fire department access and hydrant locations. Our meeting on both of the projects are scheduled for Wednesday, November 24. If you have any questions, please contact me. BELFAIR STATION NW`�W` SW`NW4 SECIB TZ3 MHAJON W W.M.- MASON EDUHfY, \� FD. 2" I.P w/ BRASS N 00° 49' 2(o" E - 2G5ro.24' CAP ( 398)1992) THIS SURVEY MEETS MINIMUM REQUIREMENT STANDARDS (APRIL 1992) PER WAC 332-130-090. / FIELD PROCEDURES ACCOMPLISHED RUNNING CONTROL wT p THREE SECOND THEODOLIT AND RADIAL OE EE.D.M. AND CALIBRATED O STEEL WEASURINC TAPE. 10D 5D 4 59 IQD 2DO SOO COVENANTS REGARDING THE MAINTENANCE OF CURVE THIE PRIVATE STORM DRAINAGE FACILITIES ASSOCIATED WM 714IS PLAT ARE RECORDED GRAPIC SCALE IN FEET C I f,, UNDER AUDITOR'S FILE Mo. I M _ lOO C 2 // �b \ � � LEGEND c(a -SMT PER PARCEL 2 N o / ;-r a? AND TITLE GUARANTE�/ �``? „� 28• / 4� C L6 0 FOUND SECTION MON. AS NOTED CS ? No.Q-1O2Db1 L2 Q 2/12/96 /cc r C2 S / o SET 2'LP wICDNC. t L.S.TAG C9 LI O SET 3/4"I.P W/ L.S.CAP \ \ �CP�ti O C•3 �3 SZ \ •°� 5ET CENTERLINE MONUMENT IN ACCORDANCE `o�O \ WITH SECTION 16.OB.290 OF THE MASON LINE UJ W uJ N °, \ COUNTY CODE. 0.4511 Ac.\��vO ?BZ `•�\ C� � �° . O2 \ L 2. 9 o L 3 S 3, L 4 -��0 8,3, �� 29, h' Ll / 1a3d8'So- o°;+�° �O� \23'' ADDITIONAL Sy„ IN PLACE OF FD.'h'I.P �? s1� Oo�2 ��p� u cT\ PRIVATE ACCESS t UTILITIES PER R.0.5. °/ioe B!� N EASEMENT 6 ~ 9 ? W 8 � co a . ACCESS t UTILITIES EASEN 4Q PER AUDITOR FILE :At 59SSS6 N61'38' DI'W-28.DD' PARENT TAX ACCOUNT 12328 23 90DOA, �� 3 * N �� DRAINFIELD EASEMENT o_ �/ PER AUDITOR FILE* o �e�bse� QQ 01 SJ \-.-Z 10130 Iwo 60 ;� t A