Attn: Emil Pierson, Community Development Director
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- Hilary Todd
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1 November 27, 2018 City of Centralia 118 Maple Street Centralia, A Attn: Emil Pierson, Community Development Director Re: Floodplain Cut/Fill Report Dear Emil, HBH Consulting Engineers, Inc (HBH) completed a volumetric analysis of the Alexander on the River project. A finished ground grading plan was generated based around a site plan completed by D Bol Design, LLC. The volumetric analysis was created using the AutoCAD Civil3D program by comparing the finished ground surface to the existing ground survey completed by Latitudes N, Inc. Through discussions with EST Consultants Ray alton, PhD, PE, it was determined that three potential 100-year base flood elevations (BFE) exist. The current BFE is based on the National eodetic Vertical Datum of 1929 (NVD 29). The second BFE was based on a preliminary study completed in 2010 and is NVD 29. This preliminary BFE is no longer considered current. Finally, Ray alton informed HBH of a preliminary BFE of NVD 29. EST Consultants believes this revised BFE is based on best science and is working with the City to finalize this figure as the revised BFE. Due to the wide-ranging BFE, HBH developed the volumetric analysis based on both the highest and the lowest BFE. The volumetric analysis compared only the portion of the existing ground surface currently inside the existing floodplain. Excluded from the cut/fill analysis was any fill at or above the BFE even when placed inside the existing floodplain. The proposed retention pond on site will be hydraulically connected to the floodplain. Cut will be removed from this area in order to create the retention pond; this cut will be considered compensatory storage. During a storm, it is acknowledged that a portion of the compensatory storage will be occupied by stormwater runoff. Using the HM2012 software package from the ashington Department of Ecology, the maximum, or peak depth, of the stormwater retention pond is anticipated to be approximately 2.75 ft based on historical storm data from the past fifty years. A 3 ft depth of retained water was assumed and the associated volume was removed from the compensatory storage calculations. The cut/fill analysis results are included in Table 1 below. l:\\2-correspondence\outbox\ cut-fill statement\statement of floodplain cut-fill balance.docx
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3 APPROXIMATE LOCATION OF FLOODAY BOUNDARY TOE OF SLOPE TOP OF SLOPE EX. FENCE N 89 34'00" 65.79' N 00 26'00" ' NO DISTURBANCE ALLOED IN FLOODAY. DENSE BLACKBERRIES MAP. ELEVATION: 173.3' DENSE BLACKBERRIES. N 89 34'00" E SS SS SS SS EDE OF ATER AVERAE: ±156.1' EX BUILDIN. MAP. N90 00'00" 79.70' EX. DRIVEAY EX. FIRE HYDRANT EX. SIDEALK TO HOUSE (TYP) MAP. EX. SS MANHOLE RIM: ' IE OUT (E): 166.0' IE IN (): ' EX. SS MANHOLE RIM: ' IE OUT (E): ' IE IN (): N 89 34'00" ,698 SQ FT ZONIN: R-3 N 90 00'00"E 14.00' S 00 00'00" 26.00' N 00 00'00" E ' S 00 00'00" ' S 90 00'00"E S 00 25'58" ' S 00 25'58" E 60.00' TOP OF BANK ,643 SQ FT SS 1 1 of 5 EXISTIN CONDITIONS EXISTIN L:\\4-Design\D\Floodplain Analysis.dwg
4 BLD-5 TOTAL 4716 HEATED SQ.FT SQ.FT. FOOT PRINT 4 CARPORTS / 4 CARPORTS BLD-4 TOTAL 2000 HEATED SQ.FT SQ.FT. FOOT PRINT 2 ARAES / 2 CARPORTS BLD-3 TOTAL 5846 HEATED SQ.FT SQ.FT. FOOT PRINT 8 ARAES / 2 CARPORTS PROPOSED KEYSTONE RETAININ ALL. LANDSCAPE AREA O S PROPOSED KEYSTONE RETAININ ALL. BLD-2 TOTAL 2044 HEATED SQ.FT SQ.FT. FOOT PRINT 2 ARAES / 2 CAR PORTS BLD-1 TOTAL 6,681 HEATED SQ.FT SQ,FT, FOOT PRINT 6 ARAES / 6 CARPORTS PROPOSED LIVIN SPACE CANTILEVERED OVER RETAININ ALL PROPOSED RETAININ ALL AT BACK OF ARAE. 24' (TYP) R23' R23' PROPOSED RETAININ ALL PROPOSED STPED RETAININ ALLS BLD-6 TOTAL 8748 HEATED SQ.FT SQ.FT. FOOT PRINT 8 ARAES BLD-7 TOTAL 8748 HEATED SQ.FT SQ.FT. FOOT PRINT 8 ARAES 18' (TYP) 14 PROPOSED RESIDENT PARKIN STALLS. PROPOSED FLOODPLAIN INTERCONNECTION CULVERT. 24' (TYP) 10' (TYP) R23' R23' R18' R24' 24' (TYP) R24' MAP. ELEVATION: 173.3' R12' 30' (TYP) ALEXANDER STREET MAP. PROPOSED RETAININ ALL AT BACK OF ARAE 31' BLD-8 TOTAL 6,681 HEATED SQ.FT SQ,FT, FOOT PRINT 6 ARAES / 6 CARPORTS R15' R7' 24' PROPOSED UEST PARKIN AREA ' x 16' MAP. 2 2 of 5 SITE PLAN Designed By: MCD Drawn By: ARB Checked By: ARC SITE L:\\4-Design\D\Floodplain Analysis.dwg
5 TO = ' BO = ' RADE SLOPE FROM TOP OF ALL BACK TO EX. ROUND, TO = ' BO = ' ELEV = 158.0' BUILDIN ELEV = 159.0' TO = ' BO = ' 168' ' (TYP) ' TBC (TYP) ARAE S = ' = ' 158' BUILDIN ARAE TO = ' BO = ' TO = 168.3' BO = 164.3' ARAE 168' 5' (TYP) BUILDIN ARAE = ' ELEV = 158.0' ELEV = 159.0' TO = ' BO = ' TO = ' BO = ' TO = ' BO = ' ' (TYP) ' TBC (TYP) TO = ' BO = ' RADIN L:\\4-Design\D\Floodplain Analysis.dwg TO = ' BO = ' TO = ' BO = ' BUILDIN BUILDIN 168' TO = ' BO = ' S = ' = ' ARAE ' (TYP) ' TBC (TYP) ARAE TO = ' BO = ' -3:1 = ' S = ' ELEV = 160.0' ELEV = 158.5' BUILDIN BUILDIN ARAE ARAE 168' BUILDIN OFFSET 5' (TYP) = ' MAP. ELEVATION: 173.3' TOP OF SLOPE TO MATCH EXISTIN ROUND ELEVATION TO = 168.3' BO = 164.3' TO = 175.7' BO = 175.7' TO = ' BO = ' TO = ' BO = ' TO = ' BO = ' MAP. BOTTOM OF ALL TO MATCH EX RADE. TO = 176.0' BO = 176.0' TO = ' BO = ' S TO = ' BO = ' TO = ' BO = ' TO = ' BO = ' TO = ' BO = ' 1. THE FINISHED RADE SURFACE SHON DICTS THE FINAL RADE ONCE ALL LANDSCAPIN HAS BEEN COMPLETED. SITE RADIN SHALL TAKE INTO ACCOUNT, AND ADJUST AS NECESSARY, FOR ANY LANDSCAPIN, BARK, OR RAVEL ADJUSTMENTS. TO = ' BO = ' TO = ' BO = ' OH 3 RADIN/RETAININ 11/27/2018 ALL PLAN 3 of 5
6 MAP. ELEVATION: 173.3' MAP. S SITE BOUNDARY BASE FLOOD ELEVATION EARTHORKS SUMMARY SITE AREA CUT FILL NET (FT) (SF) (CY) (CY) (CY) FULL SITE N/A 151, , , ITHIN CURRENT FLOODPLAIN ITHIN 2010 FLOODPLAIN , , , , , , , CUT ITHIN NE FLOODPLAIN FILL ITHIN NE FLOODPLAIN 1. A SMALL PORTION OF THE PARKIN LOT TO THE SOUTH RESIDES INSIDE THE NE FLOODPLAIN OF 174.1'. THE AREA COMPRISES ENTIRELY OF A 37.7 CY CUT. IT IS NOT SHON IN THE FIURE ON THIS SHEET; HOEVER, IT IS INCLUDED IN THE TABLE ABOVE. 2. A BASE FLOOD ELEVATION OF FT AS USED IN THE FIURE ON THIS SHEET AS THE MOST CONSERVATIVE FIURE. 4 4 of 5 CUT AND FILL CUT/FILL L:\\4-Design\D\Floodplain Analysis.dwg
7 100-YEAR FLOODPLAIN EXTENTS 5 5 of 5 FLOODPLAIN BOUNDARIES FLOOD L:\\4-Design\D\Floodplain Analysis.dwg
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