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HomeMy WebLinkAboutSWG2026-00174/ APPLICATION -DESIGN - SWG Application / Design - 7/7/2026 MASON COUNTY 415 N 6TH STREET,SHELTON, ,WA 98584 • SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2026-00174 APPLICANT Hunter,Adam Phone: 360 753-1226 Address: 2201 93rd Ave SW Olympia, WA 98512 OWNER BJORNSTEDT ET AL ANITA Phone: Address: ABBIGAIL BJORNSTEDT SHELTON,WA 98584 SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226 Address: PO Box 162 OLYMPIA,WA 98507 SEPTIC INSTALLER BRANDON THOMPSON* Phone: 360-866-9200 Address: 2103 HARRISON AVE NW STE 2774 OLYMPIA,WA 98502 Site Address: 1391 E EAGLE POINT DR Primary Parcel Number: 421227500150 Permit Description: Repair 3bd pressure trench Permit Submitted Date: 06/02/2026 Permit Issued Date: 07/07/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $1,015.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/23/2027 (based on date of inspection) Permit Conditions: I Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drainfield installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MA IV .COUNTY DATERECENED: 0 3 OC� • ' • C AMOUNT RECEIVEI RECEIVED BY: Cl) Public Health :& Human Services O1AY INE v m Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 /- ≤ 415 N.6th Street-Shelton,WA 98584 S W, ' d O� — Cl)�/I O V ./// Z O) • ON-SITE SEWAGE SYSTEM APPLICATION rn APPLICANT PHONE m r Bayshore Construction ® 3608669200 z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE Em II C 2103 Harrison Ave. Ste 2774 Olympia WA 98502 m SITE ADDRESS-STREET,CITY,ZIP CODE I N I1 �-7 1391 East Eagle Point Drive Iii ® Shelton 98584 NAME OF DESIGNER I PHONE ADAM HUNTER 3607531226 0 NAME OF INSTALLER PHONE I BAYSHORE CONSTRUCTION LcjJ-- 3608669200 C o PERMIT TYPE(select one) DRIN ING WATER SOURCE N I O RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL Z I TYPE OF WORK(select one) ❑ PUBLIC WATER SYSTEM I NEW CONSTRUCTION I UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I SUBMITTALS SURFACING SEWAGE ICJ EXISTING FAILURE ❑SHORELINE W DESIGN FORM(REQUIRED) 0 SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE was LOT CREATED AFTE lzozs? r0 I ❑ WAIVER(S)(IF APPLICABLE) 3 5.01 YES NO 0 DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) HWY 101 TO A RIGHT ON EAGLE POINT CONTINUE FOR APPROXIMATELY 1.5 MILES TO SITE ON I THE LEFT. I o I SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I OFFICIAL USE ONLY BELOWTHIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING❑ BUILDING PERMIT❑HOME SALE❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS ikci!. O - Ot 5 RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE L�23l�� i1 i I z THIS FORM MAY BE CANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:01/09/2026 DES;GN FORM—PAGE ONE Assessor's Parcel Number: 421227500150 A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. "Scaled layout sketch,including all applicable items on checklist. Scaled plot plan,including all applicable items on checklist. "Cross-section sketch,including all applicable items on checklist. This form may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17" ...: PARCEL IDENTIFICATION.., . . ... . -. ., . `. `:;..;.: ;.:; ..:. .,:.•.:::. : , :••' Permit Number: SWG —Q p fl\.( Designer's Name: ADAM HUNTER Applicant's Name: Bayshore Construction Designer's Phone Number: 3607531226 Mailing Address: 21.03 Harrison Ave. Ste 2774 Designer's Address: 2201 93RD AVE SW, STE A Olympia WA 98502 City State Zip OLYMPIA WA 98512 City State Zip Designer's Email ADAM@HUNTERSEPTICDESIGN.COM DESIGN;PARAMETERS. Treatment Device Glendon QSand Filter CjMound Sand Lined Drainfield Recirculating Filter ❑ATU ❑Other Treatment Level(check all that apply): ❑ A ❑B ❑C ❑BL1 ❑BL2 ❑BL3 O E ❑N 'Trench Type ❑ Gravity Pressure 4p Trench O Bed O Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow: Operating Capacity 270 gpd Length )� ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity(working) 1200 gal Number 4 Receiving Soil Type(1-6) Separation 6 ft Receiving Soil Appl.Rate gpd/ft2 Orifices Required Primary Area f( ti) ft2 Total Number of Orifices 68 Designed Primary Area �jly ft2 . Diameter 3/16 in ft2 Spacing Designed �Reserve Area 0 �3 36 in l Trench/Bed Width "1.Q 4/ ft Manifold Trench/Bed Length 's6,t},O1T ft Schedule/Class 40 Elevation Measurements (\ Length 18 ft Original Drainfield Area Slope 0 % Diameter 2 in New Slope,If Altered 0 % Preferred manifold configuration used? !;Yes©No Depth of Excavation Up-slope 16" in Transport Pipe from Original Grade Down-slope 1611 in Schedule/Class 40 Designed Vertical Separation 24" in Length 170 ft Gravel-based Drainfield Required? OYes®No O Diameter 2 in Pump Required? !;Yes ONo Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Diff. in Elevation Between Pump&Uppermost Orifice 3 ft Dose quantity 60GAL gal Drainfield Squirt Height/Selected Residual(head) 3 ft Chamber Capacity(flood) 1200 gal Uppermost OrificeGHigher 0Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 39.86 gpm Rf Timer Rf Elapse Meter I ' Event Counter Calculated Total Pressure Head 11.32 ft If Timer: Pump on 60GAL ,pump off 4HRS Comments M U V U J U L 072026 IAAcnJ 'CH.JrV J\flD( JLIITAI U Ai TLJ DESIGN FORM—PAGE TWO Assessor's Parcel Number:I421227500150 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch i� Test hole locations t Drainfield orientation and layout Reference depth from original grade: 1' Soil logs Trench/bed dimensions and ie Septic tank 1' Property lines critical distances within layout f' Drainfield cover f Existing and proposed wells he D-Box/Valve box locations Reference depth from original grade within 100 ft of property he Septic tank/pump chamber and restrictive strata: f Measurements to cuts,banks, and locations Laterals,trench/bed,top and surface water and critical areas he Observation port location bottom Location and orientation of he Clean-out location he Curtain drain collector curtain drain and all absorption he Manifold placement he Sand augmentation components Orifice.placement Other cross-section detail: c/ Location and dimension of he ports/clean-outs primary system and reserve area � Lateral placement with distance Observation to edge of bed Other Information c/ Buildings Audible/visual alarm referenced Yes No l7i' Direction of slope indicator ' Scale of drawing shown on scale h7f 0 Design staked out he Waterlines bar he ❑Recorded Notices attached he Roads, easements, driveways, 7 Elevation benchmark and relative he ❑Waiver(s)attached parking elevations of system components he ❑Pump curve attached Ltd North arrow and scale drawing he O Evaluation of failure shown on scale bar Non-residential justification ❑ O Waste strength ❑ ❑Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation €i Yes O No 7/7/26 Signature o Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on-site regulations: Environmental Health S ecialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved" by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ji ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Revised: 6/11/2025 MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN Site# — (county-assigned) Parcel# 421227500150 Date submitted 7/7/2026 Legal/Lot# TR 15 OF SURV 12/24 Submitted by — Applicant Bayshore Construction Site 1391 East Eagle Point Drive, Mailing 2103 Harrison Ave. Ste 2774, address Shelton, WA 98584 address Olympia, WA 98502 I. Flow Calculations Number of bedrooms 3 Residential GPD flow 360 gpd Application rate A P P R®V E D 0.60 gpd/ft2 Absorption area JUL 072026 600 ft2 MASON COUNTY ENVIRONMENTAL HEALTH II. Waterproof Septic Tank �e,r Composition&size 1200 GAL - CONCRETE III. Drainfield Details Drainfield/bed configuration 4 - SOFT TRENCHES Distribution media Gravelless chambers Depth to drainrock bottom N/A - Gravelless Chambers Rock depth below pipe =; N/A - Gravelless Chambers Separation to restrictive layer `':! >2'-0" Fill depth ' 1' 0" AOALI J.HUNTER '.r• Trench/bed width ''"'"' ''`'""'F 3' IV. Pump Requirement Dosing volume 60.0 gal Doses per day 6 V. Pressure Calculations LATERAL #1 Squirt height 2.00 ft Orifice discharge rate 0.586 gpm Lateral length 50 ft { Orifice spacing 3' 0" Distance from end cap 1 0" Number of orifices 17 Lateral discharge rate 9.97 gpm LATERAL #2 Squirt height --_--_-- -----_— — —� 2.00 ft Orifice discharge rate 0.586 gpm Lateral length 50 ft Orifice spacing 3' 0" if Distance from end cap 1' 0" Number of orifices 17 � I Lateral discharge rate 9.97 gpm LATERAL #3 Squirt height 2.00 ft Orifice discharge rate 0.586 gpm Lateral length ,- /0.71 50 ft Orifice spacing 3' 0" Distance from end cap 1' 0" Number of orifices ADAr.'J.HUNTER 17 Lateral discharge rate 9.97 gpm LATERAL #4 ---------------------------------------------------- Squirt height 2.00 ft Orifice discharge rate 0.586 gpm Lateral length 50 ft Orifice spacing 3' 0" Distance from end cap 1' 0" Number of orifices 17 I Lateral discharge rate 9.97 gpm Pipe network—friction loss by section APPROVED JUL 072026 MASON COUNTY ENVIRONMENTAL HEALTH RET LENGTH C DIAMETER i FLOW ' FRICTION LOSS SECTION (FT) (IN) i (GPM) ! (FT) AB 170 2.00 39.86 ! 4.48 BC 2 2.00 19.93 j 0.01 -------CD 3 12.00 i 9.97 0.01 DE — 36 — 1.25 9.97 0.52 1 i Total = I 5.02 --------- - --- ------** Total Head Loss **-------------- ------------------- 1)Friction loss through system= 5.02 ft 2)Elevation difference= 4.30 ft i { 3)Residual= 2.00 ft Total= 11.32 ft /0.7/26, ? srnciv nonraJ HUNTER '• APPROVED JUL 0 7 2026 MASON COUNTY ENVIRONMENTAL HEALTH MYERS ME3 Capacity liters, per minute 0 50 1 15 } 200 25+0 - 12 I I� l�r ' I 10 _ __- - � I I � I ! I 2 0 i1) 20 30 f0 50 60 7 Y Capacity gallons per mTh'ute /O.72 . n',�, fry t•.�. `�F APPROVED JUL 072026 MASON COUNTY ENVIRONMENTAL HEALTH IRET 4 1O EXISTING 3 BDRM RES NOTES: SCALE: 1" = 100FT 5 • RESTRICTIVE LAYER BELOW: 72" (40"PER MASON COUNTY EH) 2 EXISTING WELL FIVE TIMES RULE MET • ELAPSE TIME METER AND EVENT COUNTER REQUIRED 1 7 O EXISTING DRIVE • RISERS TO SURFACE REQUIRED OVER ALL TANK LIDS /O -i EXISTING STUBOUT/CLEANOUT(IE.-98.5) • OPERATION CAPACITY OF THE SYSTEM IS 270 GPD N O EXISTING SEPTIC TANK(ABANDON PER CODE) SOIL LOGS: ` J 6 14 1 1) GRAVELLY LOAMY FINE SAND 0-45" ' PROPOSED SEPTIC TANK(IN.EL.-98.0/OUT.EL.-97.7) GRAVELLY COARSE SAND(COUNTY CALLING THIS 45-72" RESTRICTIVE) 7O PROPOSED PUMP CHAMBER(PUMP EL.-94.5) I 10 2) GRAVELLY LOAMY FINE SAND 0-40" 8 170-2"PVC TIGHTLINE(CL.200) SLIGHT COMPACT DUE TO TEXURE CHANGE 40-42" / / CALLING THIS SLLY RESTRICTIVE)VERY COARSE SAND(COUNTY 42-72" 12 O PROPOSED DRAINFIELD AND RESERVE AREA (4-50FT TRENCHES-IE.-98.8) PATIO $ 11 TOP OF BANK 12 FAILED D.F.(DUE TO AGE)-ABANDON 10 2 1 13 WATERLINES RBM IS GROUND EL.@ HOUSE CORNER(RBM=100.0) 11 TANK DETAIL-NO SCALE CLEANOUT AU WITH GFSTIGHTSEAL ON-ACCESSRISERS IBLOCK D WITH GASTIGHT SEAL ON 26•ACCESS RISERS PROPOSED VALVE BOX(IE.-9 .0) WATERPROOF JUNCTION BOX AOE THREADED ONION SERVICE VALVE 1 FIELD 50.0 FROM SEWAGE FROM S NKA 1 FLOAT 1 ' SOURCE 937.5 O UMP INDEEM L - HAMBER NGOFF FLOAT /-"- APPROVED EFFLUEMF R HECKVALVE 902.0 - - - NDANT OFF ATPUMPKD �' - - 50.0 _ 1 I / CONTOUR LINES PER GIS,REFER TO APPLICATION FOR PROPERTY ACREAGE. 1 NAVD88 ELEVATION IS UNKOWN 1/11 ' J I I 9 site THIS features IS NOT A SURVEY: topography,elevations and benchmarks are based on assumed datum 50.0' / ,j provided by the owner and county planning records and are intended only for the review E DETAIL and construction of the proposed septic system design.Hunter Septic Design I I /50.0 recommends that a licensed professional land surveyor always be used to set corners, ,, I r;:: IO7 ,. establish lot lines,determine elevations and topography and/or provide a legal site plan. ' ' y1E:j `Cr . ' ' ' `':y;. A fee may be charged for final inspection and record drawings 1 REVISION LOG: "= V2-7/7/26-UPDATED TO TRENCHES DUE TO DISAGREEMENT ON SOIL CALLS WITH ENV HEALTH 3 SCALE: 1" = 30FT HWY 101 TO A RIGHT ON EAST EAGLE POINT DR FOR HUNTER SEPTIC DESIGN DESIGNER: APPROXIMATELY 1.5 MILES TO SITE ON THE LEFT AT SIGN FOR 1391. ADAM HUNTER PO Box 162/Olympia,WA 98507 360-890-2778/adam@huntersepticdesign.com SITE ADDRESS: APPROVED SEPTIC SYSTEM DESIGN FOR: 1391 East Eagle Point Drive Bayshore Construction SITE LEGAL: JUL 07 2026 TR 15 OF SURV 12/24 101 MASON COUNTY ENVIRONMENTAL HEALTH EA LE POINT PARCEL NUMBER: SITE/PERMIT#: PAGE: 240.0 h E 421227500150 1 OF 2 EAST EAGLE POINT DR GENERAL CONSTRUCTION NOTES (TRENCH): LOAMY SAND/SANDY LOAM TRENCH LENGTH: 200FT 4"PVC INSPECTION PORT TRENCH WIDTH: 3FT TRENCH DEPTH: 1'-4" ORIGINAL GRADE TRENCH SEPARATION:6FT 1 1/4" PVC PERF PIPE 0-6" SCH40 BACKFILL: APPROVED EXCAVATED MATERIAL -4,, GRAVEL: N/A-GRAVELLESS CHAMBERS GRAVELLESS CHAMBER SEPTIC TANK: NEW 1200GAL. WATER TIGHT TANK (MUST BE ON DOH LIST) PUMP CHAMBER: NEW 1200GAL. WATER TIGHT TANK PUMP MODEL: MYERS ME3F SET TO PUMP AT 60 GALLON INTERVALS CHECK VALVE AND HIGH LEVEL ALARM REQUIRED 24"TO SQUIRT HEIGHT: 24" (minimum) RESTRICTIVE NOTE: PLACE ORIFICE AT 12 O'CLOCK, USE"T"TO"T"TYPE CONSTRUCTION NOTE:ALL FOOTING AND DOWNSPOUT DRAINS MUST BE DIRECTED AWAY FROM SEPTIC COMPONENTS APPROVE ® JUL 07 2026 MASON COUNTY ENVIRONMENTAL HEALTH RET PUMP(A)TO BE CONTROLLED BY TIMER SET TO DOSE 60 GALLONS,IF NOTE:END OF EACH LATERAL IS TO HAVE A SWEEP 90 WITH RISERS ARE REQUIRED TO OR ABOVE FINISHED GRADE OVER TANK LIDS. AVAILABLE,EVERY 4 HOURS BASED ON MEASURED PUMP OUTPUT RATE THREADED END CAP TO JUST BELOW FINISHED GRADE AND PORT IF GROUNDWATER OVER THE TOP OF THE TANKS IS A CONCERN THEN HIGH GROUNDWATER RATED TANKS WILL BE REQUIRED.THE RISERS TO FINISHED GRADE MUST BE SEALED WATERTIGHT AT THE JOINT BETWEEN TANK AND THE PVC PERF PIPE DETAIL-no scale RISER. GENERAL NOTES 3/16" ORIFICE 1. ANY VARIATIONS TO THIS DESIGN SHALL FIRST BE APPROVED BY HUNTER SEPTIC DESIGN AND THE COUNTY SANITARIAN. 1 1/4" PVC PIPE 2. OWNER INSTALLER SHALL NOT REMOVE OR DISTURB ANY TOP SOIL WHILE CLEARING TREES AND STUMPS IN DRAINFIELD AREA. SCH40 REMOVAL OF TOP SOIL COULD RENDER SITE UNUSABLE. 3. OWNER SHALL BE AWARE OF THE POSSIBILITY OF TANKS FLOATING OUT OF THE GROUND SHOULD THE TANKS BE PUMPED EMPTY 3,p, DURING SEASONAL HIGH WATER TABLE CONDITIONS. 4. ALL CONSTRUCTION MATERIALS AND THE INSTALLATION OF THE DESIGNED SEPTIC SYSTEM SHALL CONFORM TO ALL APPLICABLE TO DRAINFIELD STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS. FLOW CONTROL VALVE 5. USE OF SOME RESERVE DRAINFIELDS MAY NECESSITATE PUMP,SAND FILTER,MOUND OR PRETREATMENT INSTALLATIONS. HUNTER SEPTIC DESIGN DESIGNER: 6. THE ADDITION OF AN APPROVED EFFLUENT FILTER IN THE SEPTIC TANK IS REQUIRED TO ENSURE THAT SOLIDS DO NOT PASS TO THE ADAM HUNTER 2201 93rd Ave SW/Olympia,WA 98507 DRAINFIELD CAUSING PREMATURE DRAINFIELD FAILURE AND COSTLY REPAIRS. 360-890-2778/adam@huntersepticdesign.com SITE ADDRESS: 7. ALL REQUIRED TESTS SHALL BE SUCCESSFULLY RUN PRIOR TO CALLING JIM HUNTER&ASSOCIATES FOR FINAL INSPECTION,ALL �OZ 1391 East Eagle Point Drive SEPTIC SYSTEM DESIGN FOR: ��' Bayshore Construction COMPONENTS,INCLUDING TANK ACCESS LIDS MUST BE ACCESSIBLE FOR INSPECTION.CONTRACTOR SHALL BE RESPONSIBLE FOR R ry_ ;-T COST OF RETURN INSPECTIONS DUE TO FAILED TESTS OR INACCESSIBLE COMPONENTS. :. F=: SITE LEGAL: TR 15 OF SURV 12/24 B. THIS IS A SPECIAL DESIGN DUE TO ADVERSE SOIL CONDITIONS,GROUNDWATER TABLE AND/OR TOPOGRAPHY.JIM HUNTER& ®RISERTH SCREW DOWN LID �2OF i, i . SITE/PERMIT#: ASSOCIATES HAS DESIGNED THIS SYSTEM IN ACCORDANCE WITH ALL STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS AND 4 ' PARCEL NUMBER: ASSUMES NO RESPONSIBILITY FOR ITS USE OR LONGEVITY.THE OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY DRAINFIELD CONTROL BOX ;2 �,,, `=; 421227500150 ;� A➢AM J.HUIMR REPAIRS TO THE SYSTEM AT NO COST TO JIM HUNTER&ASSOCIATES. TYPICAL CONSTRUCTION r;tsr 1Xtyusar$ :+