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HomeMy WebLinkAboutMLA08-00509 PRELIMINARY SEPTIC SYSTEM REPORT JAN 04 I I ,11 EC rE II `V 'a i. 1,Thl i l'LI JAN 1 9 201T71 , I JEFFERSON COU1,J FY Preliminary Plat DEPT OF C.971 ro5 ''' -flr"'n\fi I COMMUNITY SEPTIC SYSTEMS IPreliminary Report I '4114;`- ''' '''•, i..\ :( at I115.1r:te .e 26195 I 1 0 NAU I DRS Project No. 08031 Agency Activity Number IOwner/Applicant OPG Properties, LLC, RECEI VET) Brandon Bird AN 0 6 I 19950 7th Ave NE Suite 200 2017 Poulsbo, WA 98370 jefferSa En C (360) 394-0560 —nVironnentapipty IReport Prepared by rleakft I c._ D. R. STRONG Consulting Engineers, Inc. 620 7th Ave NE I Kirkland WA 98033 (425) 827-3063 I Project Professional: Dave Jensen, RE. Licensed Designer: David Riddle, O.S.D. Report Issue Date January 4, 2017 I Revision Date September 25, 2014 I IsC 2014 D.R.STRONG Consulting Engineers Inc. I 1 TALA POINT Preliminary Plat COMMUNITY SEPTIC SYSTEMS 1 TABLE OF CONTENTS SECTION I PROJECT DESCRIPTION 1 A. Contact Information 1 B. Overview 2 C. Physical Description of the Site 2 SECTION II SYSTEM CONFIGURATION 3 A. Disposal Concept . 3 B. Treatment Concept 4 C. Operations & Maintenance 4 Appendices Appendix A Mounding Analysis Appendix B Calculations Appendix C System Layout Appendix D Soil Logs & 2009-2010 Community WWTR Results Appendix E Public Management Entity Agreement to provide O&M I I ©2014 D. R.STRONG Consulting Engineers Inc. Page i of i Tala Point Preliminary Plat Community Septic Systems I 111 TALA POINT Preliminary Plat COMMUNITY SEPTIC SYSTEMS SECTION I r PROJECT DESCRIPTION A. CONTACT INFORMATION 1. Owner/Applicant Information: Brandon Bird OPG Properties, LLC 19950 7th Ave NE Suite 200 Poulsbo, WA 98370 ' (360) 394-0573 bbird@orminc.com 2. Site Civil Engineer: 1 D. R. STRONG Consulting Engineers Inc. Walter J. Shostak, P.E. 620 7th Ave NE Kirkland Washington 98033 (425) 827-3063 Walt.Shostak@DRStrong.com 3. On-Site System Designer: D. R. STRONG Consulting Engineers Inc. David R. Jensen, P.E. David Riddle, Licensed Designer ' 620 7th Ave NE Kirkland WA 98033 (425) 827-3063 Dave.Jensen@DRStrong.com David.Riddle@DRStrong.com 4. Project Planner: R. W. Thorpe & Associates, Inc. Lindsay Diallo 705 Second Avenue, Suite 710 Seattle WA 98104 206-624-6239 Idiallo@rwta.com 2014 D. R.STRONG Consulting Engineers Inc. Page 1 of 5 Tala Point Preliminary Plat Community Septic Systems September 25,2014 B. OVERVIEW Tala Point is a preliminary plat located near the intersection of Paradise Bay Road and East Ludlow Ridge Road, (Tax Parcel Number 821152001). The plat is made up of three main blocks, which include the southwest, southeast, and north blocks. The north block consists of two lots on the shoreline and 30 upland lots. The southwest and southeast blocks consist of 8 lots and 14 lots, respectively. The southeast and southwest blocks along with the two shoreline lots will all be served by individual septic systems on each lot. The remaining 30 lots of the north block will be served by community septic systems. The residential lots will be developed with four to five bedroom homes ranging in size averaging approximately 4,500 square feet with two car garages. These single-family homes are anticipated to be used year-round. There are no known existing on-site septic systems in the project area. There are no proposed storm water facilities in the area of the drain fields. Each lot will have provisions for storm water management provided at final plat. Each lot is greater than one acre in size and will be served by public water from Olympic Water and Sewer Association. At this time, there is no plan for phased development of the on-site sewage disposal systems. The timing for the building of the plat is based on the demand for the housing. tC. PHYSICAL DESCRIPTION OF THE SITE There are no apparent site conditions that inhibit on-site sewage disposal for the site. The development site is wooded with slopes from 5 to 10 percent. The Site is located on a peninsula with the proposed community septic system area at the highest point of the peninsula. There are no seasonal surface waters or wetlands within 100' of any of the drain fields. Based on the soil profiles and topography, it is assumed that the aquifer flows away from the ridge to the north, east, and west towards the bay and canal. I I 1 1 I ©2014 D. R.STRONG Consulting Engineers Inc. Page 2 of 5 DRAFT Tala Point Preliminary Plat Community Septic Systems September 25, 2014 I I SECTION II SYSTEM CONFIGURATION IA. DISPOSAL CONCEPT I There are five separate community systems proposed, each serving 6 lots and with flows of less than 3,500 gallons per day (gpd). Each system is designed to serve six lots with a total of 29 bedrooms on each system, which allows for 4-5 bedrooms per lot. I During residential home construction, the developer (OPG) may have the choice of building up to five 5 bedroom houses and one 4 bedroom house per on-site system, or any combination of fewer bedrooms. The maximum number of bedrooms per system I will not be exceeded. The collection main line will be a 2-3" PVC line located as shown on the preliminary layout (Appendix C). The drain fields will be located in areas already reviewed during previous winter water table evaluations. A standard drip irrigation I system is proposed for each drain field. Each system will have at least 20 feet of separation between drain fields of different systems. A 100% reserve area is also available for each system. A gravel road will be constructed to provide access to the Idrain field areas and dosing chambers. The design flows will be for 120 gallons per bedroom per day. This is regardless of the number of bedrooms in the house. There were some differences in earlier reports in the Inumber of bedrooms per unit and the number of residences (some versions had 35 residences). The current plans show 30 residences at four to five bedrooms per residence. This results in a total design flow of 14,400 (30 four bedroom homes) to I17,400 gallons (145 bedrooms) per day of design flow. This is the peak design flow for sizing the on-site sewage system components and not the anticipated actual long term daily flow. IMounding Analysis Flows: A mounding analysis dated July 12, 2013 was prepared by Terracon for this project and Iis attached in Appendix A. The mounding analysis number used in the geotechnical report was 240 gallons per I residence per day. This number represents the flow that is actually anticipated to come from each residence on a daily basis. This flow is for all of the residences that are in the area of the community systems (not for each system). This is a study that evaluates I the total impact of all of the contributing residences, not just those connected to one community system. The geotechnical report used 240 gallons per day and 35 residences for a total daily I "actual" flow of 8,400 gallons per day. With the current plans being for only 30 residences the 240 gallons per day can increase to 280 gallons per day for the same "actual" flow of 8,400 gallons per day. This number is based on studies done with numerous water and sewer districts that were used during the development of the most recent WAC for Large On-Site Sewage I Disposal Systems (LOSS). During the development of the most recent version of this WAC it was found that actual flows from residences range from 200 to 240 gallons per day of actual flow. The number of bedrooms did not seem to have an overall impact on I I ©2014 D. R.STRONG Consulting Engineers Inc. Page 3 of 5 DRAFT Tala Point Preliminary Plat Community Septic Systems September 25,2014 I I this number. In the recent LOSS WAC WSDOH uses a design flow of 270 gallons per Iresidence per day for systems over 14,500 gallons per day regardless of the bedrooms. The 240 gallons per day has been used in mounding analysis with WSDOH on other recent projects. In this case the evaluated flow is 280 gallons per day per residence I due to the larger number of residences being calculated in the geotechnical mounding analysis than what will be connected to the community systems. IDifference in Flows: The design flow is the flow used to size all of the on-site sewage disposal system components. This flow accounts for peak flows and has safety factors built in. This flow I is used for individual systems where widely differing lifestyles result in different generated sewage flows so conservative factors have to be built in. With multiple residences on the same system the theory is that averaging will take place and the I safety factors will not need to be as high (though the system is still designed with the full safety factors). I The mounding analysis flow is the flow used to model what is actually happening in the system on an ongoing basis. This flow should approximate the actual flows going into the system on a daily basis (every day of the year) and extending into the lifetime of the I system. This number is used to calculate what effect the ongoing operation of the system (and neighboring systems in the same drainage area) will have on the underlying water tables. tB. TREATMENT CONCEPT Each individual lot will have a septic tank, pump chamber, and connection to a I pressurized collection line with a check valve and ball valve. The sewage will receive initial treatment in the septic tanks (with baffle screens) which will remove the solids from the waste stream. The effluent will then be pumped to the drain field area for Iadditional treatment and then to a dosing chamber where it will be timed dosed to the drip irrigation system. The drip irrigation system has been shown to adequately treat the effluent with a large portion of the waste being utilized by the overlying plant growth Iinstead of flowing directly down into the underlying soils. The site has the minimum of 12 inches of soil depth below the drip lines in all active and reserve systems, which meets regulations regarding vertical separation with pre-treatment. Due to marginal Isoils with undulating topography, the effluent will be treated to Treatment Level B prior to disposal. The method of treatment will be finalized during design. I Additional soil logs will be dug throughout the proposed drain field areas during final design in order to refine the drain field areas since the active drain field areas noted on the preliminary community system layout are generally twice the size required for the I proposed loading rate. Sizing calculations are provided in Appendix B. C. OPERATIONS & MAINTENANCE I Management and Operations & Maintenance (O&M) of the system will be provided by a public entity that is familiar with community on-site sewage disposal systems. A draft agreement is included in Appendix E. I I ©2014 D. R. STRONG Consulting Engineers Inc. Page 4 of 5 DRAFT Tala Point Preliminary Plat Community Septic Systems September 25,2014 i r OPG will provide an initial fund for operations and maintenance at the beginning of development. Each lot will be required to pay dues to the homeowners association. Eventually the HOA will be self-sufficient in terms of collecting funds for continuing O&M. This system will have an operation and maintenance manual prepared by the design engineer as part of the system design which will follow JCPH and WAC regulations. 111 R:12008\08031\1\Documents\Re or p is\Preliminary\county pre design community report.docx 1 r 1 I I r I 1 1 I ©2014 D. R.STRONG Consulting Engineers Inc. Page 5 of 5 Tala Point Preliminary Plat Community Septic Systems September 25,2014 I APPENDIX A ' MOUNDING ANALYSIS I t I I I I I I I I I t I ©2014 D. R.STRONG Consulting Engineers Inc. DRAFT Tala Point Preliminary Plat Community Septic Systems September 25,2014 I I lierracon 1 December 16, 2014 IOPG Properties, LLC 19245 Tenth Avenue NE IPoulsbo, Washington 98370 Attn: Mr. Brandon Bird IRE: GEOTECHNICAL DRAINFIELD ANALYSIS Talo Point Development I Port Ludlow Vicinity Jefferson County,Washington Terracon Project No. B1115007 IDear Brandon, ITerracon Consultants, Inc. (Terracon) has completed a review of the document entitled "Tala Point, Preliminary Plat, Community Septic System, Preliminary Report" dated September 25, 2014, completed by Q.R. Strong Consulting Engineers, Inc. Our review indicates the text of the Ireport is consistent with the mounding analysis, conducted by Terracon and dated July 12, 2013 as listed in Appendix A of the report. IThis letter has been prepared for the exclusive use of our client, in specific application to the project described herein and in accordance with generally accepted geotechnical engineering I practices. No warranties, either express or implied, are intended or made. If you have any questions concerning the information in this letter please contact us. I Sincerely, Terracon Consultants, Inc. 19 A 134,0•1 tir It- of wnsarlir, ., I +4,p 26021 KK:�Z'J S70 VI:CA I .t: ((iilli-4.4 ,eral. —'. ent , P.G. David A. Baska, P.E. Senior Hydrologist Geotechnical Department Manager IDistribution: Addressee (via email) David Jensen/Jensen Engineering,Inc (via email) Richard Olsen/D.R. Strong, Inc. (via email) 1 Terracon Consultants, Inc. 21905 64th Avenue Su,te 100 Mountlake Terrace,Washington 98043 P (4251 771-3304 F 14251771-3549 terracon.com IGeotechnical III Environmental a Construction Materials • Facilities I 111 lierracon May 22, 2013 OPG Properties, LLC 19245 Tenth Avenue NE Poulsbo, Washington 98370 iAttn: Mr. Brandon Bird RE: REVISED GEOTECHNICAL DRAINFIELD ANALYSIS Tala Point Development Port Ludlow Vicinity Jefferson County, Washington Terracon Project No. B1115007 ' Dear Brandon, Terracon Consultants, Inc. (Terracon) has completed a revised geotechnical analysis for a proposed drainfield at the above-referenced project site. The purpose of our analysis was to predict the likelihood and extent of groundwater mounding within the subsurface soils as a result of drainfield effluent discharge. This revised analysis was performed to reflect recent changes in the drainfield geometry to better conform with existing site conditions. Specifically, the new drainfield is approximately twice as long and half as wide as the previous drainfield. 1 PROJECT DESCRIPTION Our previous analysis was based on comments received from the State of Washington Department of Health (WDOH) on February 13, 2012. The WDOH letter recommended several changes to the MODFLOW mounding analysis to provide a conservative estimate of the LOSS system at the Tala Point development. Based on the data from the on-site test pits excavated, the WDOH proposed that the depth to weathered till (restrictive layer) be modeled at 27 inches 1 (2.25 feet) below ground surface and that the depth of the un-weathered till be modeled at 48 inches (4.0 feet). The WDOH proposed that the vertical hydraulic conductivity of the sandy loam and weathered till be approximately 2.0 and 0.03 inches per hour (in/hr), respectively. WDOH also recommended that the un-weathered till be considered a no-flow boundary. To comply with WDOH's position, we adjusted our model to match their proposed values of t thickness and hydraulic conductivity in nearly all cases. However, we do not concur with their proposal for treating the unweathered glacial till horizon as a no-flow boundary. It should be noted that the United States Geological Survey (USGS) Water-Supply Paper 2492 reports a median vertical hydraulic conductivity value of 0.12 feet/day or 0.06 in/hr for un-weathered glacial till in the Puget Sound area. To provide a conservative but reasonable simulation, the I Terracon Consultants, Inc. 21905 —64th Avenue W., Suite 100 Mountlake Terrace, Washington 98043 P [425] 771-3304 F [425] 771-3549 terracon.com ' Geotechnical ■ Environmental ■ Construction Materials • Facilities 1 Revised Geotec nical Drainfield Analysis I Terracon I Tala Point Development a. Jefferson County, WA July 12, 2013 = Terracon Project No. B1115007 Ivertical hydraulic conductivity used in our model for the un-weathered till was reduced by a factor of 3 relative to the USGS median value. IThe following table summarizes the layer thicknesses and flow properties used in our computer model, based on the recommendations by WDOH, on the regional USGS Water-Supply Paper, Iand on our engineering judgment. Table 1 Soil Layers and Input Values IHorizontal Hydraulic Vertical Hydraulic Soil Layer Conductivity Conductivity I (Number,Type, Depth Interval,Thickness) Kx= Ky Kz (in/hour) (ft/day) (in/hour) (ft/day) Layer 1—Topsoil: 0-1 ft. (12"thick) 20.00 40.00 2.00 4.00 I Layer 2—Loamy Sand: 1-2 f.25 ft. (15" thick) 20.00 40.00 2.00 4.00 Layer 3—Weathered Till: 2.25-4 ft. (21" thick) 0.30 0.60 0.03 0.06 Layer 4—Unweathered Till: variable (48"+thick) 0.20 0.40 0.02 0.04 I In this report, the term "ground surface" is defining that level of the observed soil logs where Igranular soil particles become a component of the organic topsoil layer. This excludes the purely organic duff layer. IThe WDOH letter recommended that the wet season perched water level be set at 23-inches (1.92 feet) below the top of the ground surface based on the data obtained during monitoring of I the test pits. The data listed in the excavation pit logs indicates that water levels were recorded at 24 to 40 inches below the ground surface and averaged about 33.5 inches below ground surface. IANALYTICAL METHODS IInput Parameters The model consists of four hydrogeological layers. Layer 1 represents a topsoil unit (12 inches thick). Layer 2 represents sandy loam, which is the drainfield receiving layer (15 inches thick). I Layer 3 represents the weathered glacial till unit (21 inches thick). Layer 4 represents the more consolidated un-weathered glacial till material (48+ inches thick) 1 The model was simplified to consist of a flat, square grid extending sufficiently outward to zones where the constant head inputs would not affect the mounding near the drainfield. By removing Ithe average slope of 3.5 to 5% at the drainfield area the model provides a conservative simulation. The drainfield was simulated as a 80-foot-wide by 1200-foot-long area in the central portion of the grid. This represents a 96,000-square-foot infiltration area for the drainfield. The Ifinite difference grid over the drainfield area was set at 5 feet by 5 feet to accommodate the drainfield dimensions. IPage 2 of 4 1 Revised Geotec nical Drainfield Analysis I lerracon I Tala Point Development A Jefferson County, WA July 12, 2013 _3 Terracon Project No. B1115007 1 The drainfield infiltration rate was set at 0.012033 feet per day per square foot (ft/day/ft2), which is based on 240 gallons per day (gpd) per household for 35 homes, discharging a total of 8,400 I gpd or 0.012033 ft/day/ft2. The internal cells are variable head cells that react to the drainfield infiltration and the constant head boundaries. I Boundary and Initial Conditions Hydraulic head boundaries along the top and bottom portion of the model were set as constant using the data obtained at the site during the winter water level measurements. A constant Ihead elevation was set at the top of the receptive layer on the up-gradient side of the model. The upper row of the model has a constant head elevation of 21.21 feet (33.5-inches below ground surface), while the constant head was set along the bottom (down-gradient) row of the I model at 20.9 feet. This allows for flow to occur from the top of the model to the bottom. Recharge from precipitation was not simulated in the model since the wintertime groundwater IImeasurements documented the high water table location for the simulations. Drainfield Simulation IThe model was run as a transient, variably saturated flow model. Time-steps were set for 20, 50, 100, 250, 365 and 415 days. Recharge from the drainfield (8,400 gpd or 0.012033 ft/day/ft2) was started at day 50 and continued throughout the remaining simulation. Figure 1 shows the Ihead in the model on day 20. The constant head in the model is 21.21 feet (33.5 inches below ground surface). IFigure 2 shows the plan view model simulation at 415 days or 365 days after recharge from the drainfield started. Figure 3 shows a profile of the same simulation and indicates the recharge I mound beneath the drain field is at 22.36 feet after the maximum operation period of 365 days. The model simulation indicates that the recharge mound reaches a maximum of 1.64 feet (19.7 inches) below the ground surface in the vicinity of the proposed drainfield after the 365 day Ioperation period at 240 gpd per household. CONCLUSIONS AND RECOMMENDATIONS I Based on our MODFLOW results, we conclude that the proposed on-site septic drainfield is I feasible from a geotechnical standpoint. These results showed that the currently planned, drainfield will function adequately at the maximum design effluent discharge rate of 240 gallons/house/day even during typical wintertime rainfall conditions. Under these model I conditions, MODFLOW indicated that the groundwater mound remains at least 1.64 feet (19.7 inches) below the ground surface. IIt should be noted that our analytical results and subsequent conclusions apply to the drainfield and site conditions previously described. These conditions, in turn, have been derived from available test pit logs, observation reports, field testing, and our engineering judgment. If any changes are made in the drainfield location, dripline depth, effluent discharge rate, or other significant design details, we should be retained to reevaluate the mounding behavior. IPage 3 of 4 Revised Geotechnical Drainfield Analysis lierracon Tale Point Development Jefferson County, WA July 12, 2013 Terracon Project No, B1115007 Similarly, if any new information becomes available regarding soil stratigraphy, soil properties, groundwater levels, runoff hydrographs, or other site factors, we should be allowed to assess the effect of such deviations. CLOSURE This report has been prepared for the exclusive use of our client, in specific application to the project described herein and in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. In the event that new information is discovered or any changes in the nature, design, or location of the project are made, the conclusions and recommendations contained in this report might need to be modified. Sincerely, Terracon Consultants, Inc. , IA-x.R1( 4?4; „," 0 INA 344 *44,4 -4111.0- , 11 `' 9t s-s pdt f I 277611 , 414bigret,, QVAL I if James M. Brisbine, RE., L.G. Gerald T. Hentges, P.G. Senior Project Geotechnical Engineer Senior Hydrologist Attachments: input/Output for MOOFLOW Analysis(5 sheets) Distribution: Addressee (via email) David Jensen/Jensen Engineering, Inc (via email) Richard Olsen/DR. Strong, Inc. 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II II = II II C II II 3 II II Q � I- v) YY � YY MXY II LZ OZ 9[ Z[ 8 6 0--° - CUN- Q N. - O o M M o g o•- u� co) iiij O E N m as T ..- z 0 O a_ a) ikIlill* oLL N as 1 IOU* In _ o ni 0 �, w � � may., `� = o �, a Q 1. C L R C s = in a d 0 o 11 V co a) C.) r 0 r.lww N N O i Vm I- C� _ I M � .oO W rn ii a' c m c D 2 0 �_ a a o LL C 0 m "+,- 03 0 : I 1 1 1 1 1 1 1L. Z Ce C 0 C.) N CC W 0 N tv Q U II 7 � o 'nvs ❑ us :. M Z ( i n 0 d >, O ce V CD '0 0K II a W r 713 C) ri I _E N j *Wow ~ a r r >+TS - C Ina , MA M fC WI aieYMM L J T d insi or 1110.1211rM N a I = 1111112111100 v — O um WNW 0; - R • 11•••11II r F- t .0 •• 4+ L .... al C lJ�ibt f0 d C N L = L ' Ri �' L O L � M t N t C J N d N = O C L O ._ O II R II II M = II N I .O �O CO Ap L to c..4 YN �, G1Yp 0. II II C II II p • cd II II 3 II II Q 1- cnnXN YY � YY CXN K 0L 0 .,r g , 0_ i APPENDIX B ' CALCULATIONS I I ©2014 D. R.STRONG Consulting Engineers Inc. DRAFT Tala Point Preliminary Plat Community Septic Systems September 25,2014 I I D. R. STRONG CONSULTING ENGINEERS INC. (425) 827-3063 I 620 7th Ave NE 1-800-962-1402 Kirkland WA 98033 1 800 962 1402(WA ONLY) Fax: (425) 827-2423 ISUBSURFACE DRIP SYSTEM CALCULATION WORKSHEET I DRS Project Number: 08031 Project Name: Tala Point Community System I * Refer to WSDOH Sizing Tables Calculated By: DLR Date: 7/27/2013 Checked By: DRJ Date: IA) REQUIRED ABSORPTION AREA: Number of Lots served: 6 IPeak Daily Flow per Bedroom: 120 Gallons/Day (gpd) Total Number of Bedrooms: 29 (5 -5 bedroom lots& I Max.Total Daily Wastewater Flow per system: 3,480 Gallons/Day (gpd) 1 4 bedroom lot) Soil Type: IV Emitter Loading Rate: 0.8 Gallons/Day/Emitter I INDIVIDUAL ACTIVE DRAINFIELD TOTALS Total Number of Emitters Required: 4,350 Emitters Total Line Length: 4,350 Lineal Feet I Required System Area(active): 17,400 Square Feet Required System Area(active)+ 10%for trees: 19,140 Square Feet I SUMMARY Required System Area(active& reserve): 38,280 Square Feet per System (active& reserve) Number of Systems: 5 ITotal Number of Lots Served: 30 I I I I I IPage 1 of 1 1 I APPENDIX C 1 SYSTEM LAYOUT 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 2014 D. 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R.STRONG Consulting Engineers Inc. DRAFT Tala Point Preliminary Plat Community Septic Systems September 25, 2014 SOIL LOG DESCRIPTIONS D. R. Strong Consulting Engineers, Inc. Project 08031 ' Approx. Site Address: TALA POINT Client: OLYMPIC PROPERTY GROUP Soil Texture Type: IV, V Soils Logged By: Dave R. Jensen, P.E., David L. Riddle Notes: Soil Logs A,B,C,D,E,E1, E2, F,G,H,I,J,K,L,M,N,O,P,Q,R,S,T,U,V dug and logged on 4-22-08 (all logs were dry) Soil Logs Tl, T2, T3, A2, A3, C2, N2, N3, N4, E3, E4, E5, F2, F3, F4 were dug ' and logged on 1-23-09 (all logs were dry) Soil Logs 01, 02, 03, 04, P1, P2, P3, Q 1, Q2, Q3, R1, R2, R3, R4, 51, S2, S3, T l, T2, T3, U 1, U2, U3, U4, V1, V2, V3 dug and logged on 10-24-08 (all logs were dry) ' Soil Logs 1 1,12,13,14,15,16,17,18 dug and logged on 10-29-08 (all logs were dry) Soil Logs 1A-14E (SW Block), C22, E9, E22, E42, M2, M3, M4, 05, 06, U5, U6 dug and logged on 11-5-09 (all logs were dry) Soil Logs 19, 7F, 7G, 7H, 71, 7J, 10F, 10G dug and logged on 6-5-10 (all logs were dry) Soil Logs Q11, Q21, Q31, Q41, Q51, Q61, Q71, Q81, Q91 dug and logged on 10-17-13 (all logs were dry) Soil Log A 0 - 4 " Duff 4 - 31 " Brown Sandy Loam 32 - 48 " Grey Loamy Sand (Consolidated) 48 - 62 " Grey Loamy Sand (Very Consolidated) Mottling at 32" Roots to 54" Soil Log # A2 0 - 4 " Topsoil 4 - 33 " Brown Sandy Loam 33 - 42 " Grey Silty Loam 42 - 47 " Grey Silty Loam (Consolidated) Roots to 38" I I ' Soil Log # A3 0 - 6 " Topsoil 6 - 29 " Brown Sandy Loam ' 29 - 44 " Grey Silty Loam 44 - 47 " Grey Silty Loam (Consolidated) Mottling at 24" Roots to 32" ' Soil Log B 0 - 7 " Duff 7 - 37 " Brown Sandy Loam 1 37 - 42 " Grey Loamy Sand (Consolidated) 42 - 60 " Grey Loamy Sand (Very Consolidated) ' Mottling at 22" Roots to 36" Soil Log C 0 - 5 " Duff 5 - 30 " Brown Sandy Loam 24 - 36 " Grey Loamy Sand (Consolidated) 36 - 48 " Grey Cement Till Mottling at 29" Roots to 29" 1 Soil Log # C2 0 - 4 " Topsoil 4 - 32 " Brown Sandy Loam 32 - 40 " Grey Silty Loam 40 - 44 " Grey Silty Loam (Consolidated) Roots to 36" Soil Log # C22 ' 0 - 6 " Topsoil 6 - 31 " Brown Sandy Loam 31 - 64 " Grey Hard Pan Roots to 29" I 1 I ' Soil Log D 0 - 4 " Duff 4 - 21 " Brown Sandy Loam 21 - 42 " Grey Loamy Sand (Consolidated) 42 - 56 " Grey Loamy Sand (Very Consolidated) Mottling at 28" Roots to 36" Soil Log E 0 - 4 " Duff 4 - 24 " Brown Sandy Loam 24 - 44 " Grey Loamy Sand (Consolidated) 44 - 57 " Grey Hard Pan Mottling at 30" Roots to 40" Soil Log El 0 - 8 " Duff 8 - 24 " Brown Sandy Loam ' 24 - 36 " Grey Loamy Sand (Consolidated) 36 - 55 " Grey Hard Pan Mottling at 33" ' Roots to 32" Soil Log E2 0 - 8 " Duff 8 - 31 " Brown Sandy Loam ' 31 - 43 " Grey Loamy Sand (Consolidated) 43 - 60 " Grey Hard Pan Mottling at 40" Roots to 45" Soil Log E22 ' 0 - 4 " Duff 4 - 20 " Brown Sandy Loam 20 - 28 " Brown Sandy Loam (Consolidated) • 28 - 58 " Grey Hard Pan Mottling at 25" Roots to 22" Soil Log E42 0 - 2 " Duff 2 - 12 " Brown Sandy Loam ' 12 - 17 " Brown Sandy Loam (Consolidated) 17 - 61 " Grey Silty Sand (Consolidated) Mottling at 17" ' Roots to 8" Soil Log # E3 0 - 4 " Topsoil 4 - 24 " Brown Sandy Loam 24 - 39 " Grey Silty Loam 39 - 43 " Grey Silty Loam (Consolidated) Roots to 34" Soil Log # E4 0 - 6 " Topsoil ' 6 - 27 " Brown Sandy Loam 27 - 48 " Grey Silty Loam 48 - 49 " Grey Silty Loam (Consolidated) Roots to 35" Soil Log # E5 0 - 3 " Topsoil 3 - 30 " Brown Sandy Loam 30 - 49 " Grey Silty Loam 49 - 50 " Hardpan Roots to 47" Soil Log # E6 0 - 4 " Topsoil 4 - 17 " Brown Sandy Loam 17 - 30 " Grey Silty Loam 30 - 40 " Grey Silty Loam (Consolidated) Roots to 25" ' Soil Log # E7 0 - 3 " Topsoil 3 - 24 " Brown Sandy Loam 24 - 36 " Grey Silty Loam 36 - 48 " Grey Silty Loam (Consolidated) Roots to 36" 1 1 I ISoil Log # E8 0 - 4 " Topsoil I 4 - 27 " Brown Sandy Loam 27 - 43 " Grey Silty Loam 43 - 46 " Grey Silty Loam (Consolidated) IRoots to 35" Soil Log # E9 1 0 - 8 " Topsoil 8 - 22 " Brown Sandy Loam I 22 - 56 " Grey Hard Pan Roots to 17" I Soil Log F 0 - 4 " Duff 4 - 24 " Brown Sandy Loam I24 - 43 " Grey Loamy Sand (Consolidated) 43 - 50 " Grey Loamy Sand (Very Consolidated) 50 - 55 Grey Hard Pan IMottling at 36" Roots to 36' ISoil Log # F2 0 - 4 " Topsoil I 4 - 21 " Brown Sandy Loam 21 - 33 " Grey Silty Loam 33 - 41 " Grey Silty Loam (Consolidated) IRoots to 37" Soil Log # F3 1 0 - 5 " Topsoil 5 - 26 " Brown Sandy Loam I 26 - 32 " Grey Silty Loam 32 - 44 " Grey Silty Loam (Consolidated) Roots to 27" Soil Log # F4 0 - 5 " Topsoil I5 - 27 " Brown Sandy Loam 27 - 32 " Grey Silty Loam 32 - 44 " Grey Silty Loam (Consolidated) IRoots to 24" Soil Log G 0 - 2 " Duff 2 - 21 " Brown Sandy Loam 21 - 35 " Grey Loamy Sand (Consolidated) 48 - 45 " Grey Loamy Sand (Very Consolidated) 45 - 55 " Grey Hard Pan Mottling at 36" 1 Roots to 32" Soil log H ' 0 - 2 " Duff 2 - 17 " Brown Sandy Loam 17 - 36 " Grey Loamy Sand (Consolidated) 36 - 57 " Grey Hard Pan Mottling at 35" Root to 35" i Soil Log I 0 - 3 " Duff 1 3 - 12 " Brown Sandy Loam 12 - 28 " Grey Loamy Sand (Consolidated) ' 28 - 46 " Grey Hard Pan Mottling at 3" 1 Soil Log J 0 - 4 " Duff 4 - 20 " Brown Sandy Loam ' 20 - 27 " Grey Loamy Sand (Very Consolidated) 27 - 48 " Grey Hard Pan ' Mottling at 16" Roots to 14" ' Soil Log K 0 - 5 " Duff 5 - 25 " Brown Sandy Loam ' 25 - 42 " Grey Loamy Sand (Consolidated) 42 - 58 " Grey Hard Pan Mottling at 12" Roots to 20" 1 1 1 1 Soil Log L 0 - 4 " Duff 4 - 26 " Brown Sandy Loam 26 - 38 " Grey Loamy Sand (Very Consolidated) 38 - 52 " Grey Hard Pan Mottling at 24" 1 Roots to 37" Soil Log M 0 - 5 " Duff 5 - 34 " Brown Sandy Loam 1 34 - 43 " Grey Loamy Sand (Very Consolidated) 43 - 54 " Grey Hard Pan Mottling at 30" Roots to 33" Soil Log M2 1 0 - 4 " Duff 4 _ 34 Brown Sandy Loam ' 34 - 46 " Grey Silty Sand (Consolidated) 46 - 57 " Grey Hard Pan Mottling at 22" Roots to 22" Soil Log M3 ' 0 - 8 " Duff 8 - 27 " Brown Sandy Loam 27 - 37 " Grey Silty Sand (Consolidated) 1 37 - 62 " Grey Hard Pan Mottling at 28" Roots to 22" Soil Log M4 ' 0 - 10 " Duff 10 - 26 " Brown Sandy Loam 26 - 55 " Grey Hard Pan ' Mottling at 33" Roots to 32" t 1 ' Soil Log N 0 - 5 " Duff 5 - 34 " Brown Sandy Loam 34 - 39 " Grey Loamy Sand (Consolidated) 39 - 51 " Grey Hard Pan Mottling at 18" ' Roots to 24" Soil Log # N2 0 - 5 " Topsoil 5 - 25 " Brown Sandy Loam 25 - 39 " Grey Silty Loam 39 - 46 " Grey Silty Loam (Consolidated) Roots to 36" 111 Soil Log # N3 0 - 4 " Topsoil 4 - 28 " Brown Sandy Loam 28 - 38 " Grey Silty Loam 1 38 - 46 " Grey Silty Loam (Consolidated) Roots to 37" ' Soil Log # N4 0 - 4 " Topsoil 4 - 28 " Brown Sandy Loam ' 28 - 43 " Grey Silty Loam 43 - 46 " Grey Silty Loam (Consolidated) Roots to 43" 1 Soil Log 0 0 - 8 " Duff 1 8 - 24 " Brown Sandy Loam 24 - 40 " Grey Loamy Sand (Consolidated) W/ Coarse Sand Lenses 40 - 48 " Grey Hard Pan Mottling at 32" Roots to 42" 1 1 1 1 1 Soil Log # 01 0 - 6 " Topsoil 6 - 20 " Light Grey/Brown Silty Loam ' 20 - 26 " Grey Silty Loam (Consolidated) 26 + Hardpan Mottling at 26" ' Roots to 26" ' Soil Log # 02 0 - 5 " Topsoil 5 - 17 " Light Grey/Brown Silty Loam ' 17 - 26 " Grey Silty Loam (Consolidated) 26 + Hardpan Mottling at 26" Roots to 26" Soil Log # 03 ' 0 - 4 " Topsoil 4 - 15 " Grey Silty Loam (Consolidated) ' 15 + Hardpan Mottling at 15" Roots to 12" ' Soil Log # 04 0 - 5 " Topsoil ' S - 17 " Light Grey/Brown Silty Loam 17 - 35 " Grey Silty Loam (Consolidated) 35 4 Hardpan Mottling at 24" Roots to 22" Soil Log # 05 0 - 4 " Topsoil ' 4 - 24 " Light Grey/Brown Silty Loam 24 - 46 " Grey Silty Loam (Very Consolidated) 46 + Hardpan ' Mottling at 35" Roots to 26" I 1 1 1 ' Soil Log # 06 0 - 8 " Topsoil 8 - 27 " Brown Sandy Loam ' 27 - 48 " Grey Silty Loam (Very Consolidated) 48 + Hardpan Mottling at 25" ' Roots to 35" Soil Log # 07 0 - " Topsoil 0 - " Light Grey/Brown Silty Loam ' 0 - " Grey Silty Loam (Very Consolidated) 0 + Hardpan Mottling at" Roots to " Soil Log P ' 0 - 5 " Duff 5 - 29 " Brown Sandy Loam 29 - 48 " Grey Loamy Sand (Consolidated) ' Mottling at 31" Roots to 21" Soil Log # P1 0 - 5 " Topsoil 5 - 13 " Light Grey/Brown Silty Loam 13 - 19 " Grey Silty Loam (Consolidated) 19 - 35 " Grey Silty Loam (Very Consolidated) 35 4 Hardpan Mottling at 13" Roots to 32" tSoil Log # P2 ' 0 - 4 " Topsoil 4 - 13 " Light Grey/Brown Silty Loam 13 - 19 " Grey Silty Loam (Consolidated) ' 19 - 24 " Grey Silty Loam (Very Consolidated) 24 + Hardpan Mottling at 13" Roots to 19" I I Soil Log # P3 0 - 6 " Topsoil 6 - 27 " Light Grey/Brown Silty Loam 27 - 36 " Grey Silty Loam (Consolidated) 36 + Hardpan ' Mottling at 27" Roots to 27" Soil Log Q11 0 - 1 " Dark Brown Sandy Loam 1 - 31 " Brown Sandy Loam 31 - 37 " Grey Silty Sand (Consolidated) Mottling at 31" Roots to 28" Soil Log Q21 0 - 1 " Dark Brown Sandy Loam 1 - 18 " Brown Sandy Loam 18 - 39 " Light Brown Sandy Loam (Consolidated) 39 - 44 " Grey Silty Sand (Consolidated) Mottling at 39" Soil Log Q31 0 - 2 " Dark Brown Sandy Loam 2 - 27 " Brown Sandy Loam ' 27 - 35 " Light Brown Sandy Loam (Consolidated) Mottling at 39" Roots to 27" Soil Log Q41 ' 0 - 2 " Dark Brown Sandy Loam 2 - 29 " Brown Sandy Loam 29 - 37 " Grey Silty Sand (Consolidated) ' Mottling at 29" Roots to 27" rSoil Log Q51 0 - 3 " Dark Brown Sandy Loam 3 - 26 " Brown Sandy Loam 26 - 37 " Grey Silty Sand (Consolidated) Mottling at 32" Roots to 26" I I Soil Log Q61 0 - 2 " Dark Brown Sandy Loam 2 - 36 " Brown Sandy Loam 36 - 39 " Grey Silty Sand (Consolidated) 39 - 48 " Dark Grey Silty Sand (Very Consolidated) Mottling at 36" Roots to 35" Soil Log Q71 0 - 2 " Dark Brown Sandy Loam 2 - 20 " Brown Sandy Loam 20 - 40 " Grey Silty Sand (Consolidated) Mottling at 22" Roots to 24" Soil Log Q81 0 - 2 " Dark Brown Sandy Loam ' 2 - 20 " Brown Sandy Loam 20 - 45 " Grey Silty Sand (Consolidated) Mottling at 24" Roots to 2C Soil Log Q91 0 - 1 " Dark Brown Sandy Loam 1 - 27 " Brown Sandy Loam ' 27 - 36 " Grey Silty Sand (Consolidated) Mottling at 36" Roots to 36" Soil Log Q 0 - 6 " Duff 6 - 22 " Brown Sandy Loam 22 - 30 " Grey Loamy Sand (Consolidated) 30 - 53 Grey Hard Pan Mottling at 22" Roots to 28" Soil Log # Q1 0 - 8 " Topsoil 8 - 22 Light Grey/Brown Silty Loam 22 - 29 ' Grey Silty Loam (Consolidated) 29 - 48 " Grey Silty Loam (Very Consolidated) 48 - 56 " Hardpan Mottling at 20" Roots to 48" I 1 Soil Log # Q2 0 - 17 " Topsoil 17 - 29 " Light Grey/Brown Silty Loam 29 - 38 " Grey Silty Loam (Consolidated) 38 - 46 " Hardpan Mottling at 17" Roots to 38" Soil Log # Q3 0 - 3 " Topsoil 3 - 14 " Light Grey/Brown Silty Loam 14 - 23 " Grey Silty Loam (Consolidated) 23 - 28 " Grey Silty Loam (Very Consolidated) 28 - 43 " Hardpan Mottling at 14" Roots to 27" 1I I I I I 1 I Soil Log R 0 - 7 " Duff ' 7 - 21 " Brown Sandy Loam 21 - 30 " Grey Loamy Sand (Consolidated) 30 - 60 " Grey Hard Pan Mottling at 20" Roots to 22" ' Soil Log # R1 0 - 4 " Topsoil 4 - 16 " Light Grey/Brown Silty Loam 16 - 26 " Grey Silty Loam (Consolidated) 26 - 28 " Grey Silty Loam (Very Consolidated) ' 28 - 45 " Hardpan Mottling at 16" Roots to 38" ' Soil Log # R2 0 - 8 " Topsoil ' 8 - 30 " Light Grey/Brown Silty Loam 30 - 32 " Grey Silty Loam (Consolidated) 32 - 49 " Hardpan ' Mottling at 24" Roots to 36" Soil Log # R3 0 - 4 ' Topsoil 4 - 19 " Light Grey/Brown Silty Loam 19 - 28 " Grey Silty Loam (Consolidated) 28 - 36 " Hardpan Mottling at 19" Roots to 28" ' Soil Log # R4 0 - 5 " Topsoil ' 5 - 20 " Light Grey/Brown Silty Loam 20 - 27 " Grey Silty Loam (Consolidated) 27 - 32 " Grey Silty Loam (Very Consolidated) 32 + Hardpan Mottling at 20" Roots to 28" I Soil Log S 0 - 5 " Duff 5 - 24 " Brown Sandy Loam ' 24 - 36 " Grey Loamy Sand (Consolidated) 36 - 55 " Grey Hard Pan Mottling at 28" Roots to 36' Soil Log # S1 0 - 4 " Topsoil 4 - 12 " Light Grey/Brown Silty Loam ' 12 - 24 " Grey Silty Loam (Consolidated) 24 - 29 " Grey Silty Loam (Very Consolidated) 29 - 38 " Hardpan Mottling at 12" Roots to 18" Soil Log # S2 0 - 3 " Topsoil 3 - 9 " Light Grey/Brown Silty Loam 9 - 20 " Grey Silty Loam (Consolidated) 20 - 29 " Grey Silty Loam (Very Consolidated) 1 29 - 44 " Hardpan Mottling at 9" Roots to 18" Soil Log # S3 0 - 4 " Topsoil 4 - 12 " Light Grey/Brown Silty Loam 12 - 18 " Grey Silty Loam (Consolidated) ' 18 - 23 " Grey Silty Loam (Very Consolidated) 23 - 34 " Hardpan Mottling at 12" Roots to 16" Soil Log T ' 0 - 7 " Duff 7 - 28 " Brown Sandy Loam ' 28 - 55 " Grey Hard Pan Mottling at 24" Roots to 26" I 1 1 1 Soil Log # T1 0 - 3 " Topsoil ' 3 - 14 " Light Grey/Brown Silty Loam 14 - 21 " Grey Silty Loam (Consolidated) 21 - 27 " Grey Silty Loam (Very Consolidated) 27 - 39 " Hardpan Mottling at 14" Roots to 25" Soil Log # T2 0 - 3 " Topsoil 1 3 - 22 " Light Grey/Brown Silty Loam 22 - 31 " Grey Silty Loam (Consolidated) 31 4 " Hardpan Mottling at 19" Roots to 31" Soil Log # T3 0 - 4 " Topsoil 4 - 23 " Light Grey/Brown Silty Loam 23 - 31 " Grey Silty Loam (Consolidated) 31 - 35 " Grey Silty Loam (Very Consolidated) 1 35 - 42 " Hardpan Mottling at 23" Roots to 18" Soil Log U ' 0 - 10 " Duff 10 - 38 " Brown Sandy Loam 38 - 60 " Grey Loamy Sand (Consolidated) 60 - 63 Grey Hard Pan Mottling at 36" Roots to 60" ' Soil Log # U 1 0 - 4 " Topsoil 4 - 16 " Light Grey/Brown Silty Loam 16 - 22 " Grey Silty Loam (Consolidated) ' 22 - 29 " Hardpan Mottling at 16" Roots to I 1 Soil Log # U2 0 - 5 " Topsoil 5 - 18 " Light Grey/Brown Silty Loam 1 18 - 23 " Grey Silty Loam (Consolidated) 23 - 29 " Grey Silty Loam (Very Consolidated) ' 29 - 36 " Hardpan Mottling at 18" Roots to 29" Soil Log # U3 0 - 3 " Topsoil 3 - 16 " Light Grey/Brown Sandy Loam 16 + " Hardpan Mottling at 3" ' Roots to Soil Log # U4 0 - 3 " Topsoil 3 - 16 " Light Grey/Brown Sandy Loam 16 + " Hardpan I Mottling at 3" Roots to 26" I Soil Log # U5 0 - 5 " Topsoil 5 - 34 " Brown Sandy Loam 34 - 49 " Hardpan 1 Mottling at 18" Roots to 24" ' Soil Log # U6 0 - 7 " Topsoil ' 7 - 33 " Light Grey/Brown Sandy Loam 33 + 57 " Hardpan Mottling at 30" 1 Roots to 6" I I 1 Soil Log V 0 - 6 " Duff 6 - 22 " Brown Sandy Loam I22 - 43 " Grey Loamy Sand (Consolidated) 43 - 60 " Grey Hard Pan Mottling at 30" Roots to 33" Soil Log # V1 0 - 5 " Topsoil 5 - 13 " Light Grey/Brown Silty Loam j13 - 24 " Grey Silty Loam (Consolidated) 24 - 29 " Grey Silty Loam (Very Consolidated) ' 29 - 40 " Hardpan Mottling at 13" Roots to 28" Soil Log # V2 0 - 5 " Topsoil I 5 - 18 " Light Grey/Brown Silty Loam 18 - 30 " Grey Silty Loam (Consolidated) 30 - 48 " Grey Silty Loam (Very Consolidated) Mottling at 18" Roots to 44" Soil Log # V3 0 - 5 " Topsoil ' 5 - 17 " Light Grey/Brown Silty Loam 17 - 25 " Grey Silty Loam (Consolidated) 25 - 42 " Hardpan Mottling at 17" Roots to 25 ' Soil Log # 11 0 - 7 " Topsoil 7 - 32 " Light Brown Sandy Loam Roots to 14" Soil Log # 12 0 - 3 " Topsoil 3 - 25 " Light Brown Sandy Loam Roots to 21" 1 1 I Soil Log # 13 0 - 4 " Topsoil 4 - 24 " Light Brown Sandy Loam Roots to 17" I Soil Log # 14 0 - 6 " Topsoil 6 - 26 " Light Brown Sandy Loam 26 - 27 " Light Grey Silty Loam (Very Consolidated) Mottling at 26" Roots to 19" Soil Log # 15 0 - 6 " Topsoil 6 - 22 " Light Brown Sandy Loam 22 - 25 " Light Grey Silty Loam (Very Consolidated) Mottling at 23" Roots to 20" Soil Log # 15A 0 - 2 " Topsoil 2 - 18 " Light Brown Sandy Loam 18 - 25 " Light Grey Silty Loam (Very Consolidated) Mottling at 18" Roots to 19" ' Soil Log # 16 0 - 4 " Topsoil 4 - 23 " Light Brown Sandy Loam 23 - 25 ' Light Grey Silty Loam (Very Consolidated) Mottling at 23" Roots to 21" I Soil Log # 17 0 - 3 " Topsoil 3 - 26 " Light Brown Sandy Loam I 26 - 27 " Light Grey Sandy Loam Roots to 24" I I I I Soil Log # 18 0 - 3 " Topsoil 3 - 17 " Light Brown Sandy Loam 17 - 24 " Light Grey Silty Loam Roots to 18" Soil Log # 19 0 - 4 " Dark Brown Sandy Loam 4 - 21 " Brown Silty Loam 21 + " Hardpan Roots to 18" Mottling @ 16" Soil Log # 1 A 0 - 5 " Topsoil I 5 - 39 " Brown Sandy Loam 39 - 58 " Hardpan Roots to 32" 1 Mottling at 35" Soil Log # 18 0 - 4 " Topsoil 4 - 35 " Brown Sandy Loam 35 - 57 " Hardpan Roots to 32" Mottling at 30" Soil Log # 1C 0 - 4 " Topsoil 4 - 26 " Brown Silty Loam 26 - 47 " Consolidated Grey-Brown Silty Loam Roots to 12" Mottling at 8" Soil Log # 1D 0 - 6 " Topsoil 6 - 37 " Brown Sandy Loam 37 - 50 " Hardpan Roots to 25" Mottling at 26" I I 1 ' Soil Log # 1E 0 - 3 " Topsoil 3 - 34 " Brown Sandy Loam 34 - 57 " Hardpan Roots to 30" Mottling at 32" Soil Log # 2A 0 - 9 " Topsoil 9 - 37 " Brown Sandy Loam 37 - 52 " Hardpan Roots to 33" Soil Log # 2B 1 0 - 6 " Topsoil 6 - 22 " Brown Sandy Loam 22 - 47 " Consolidated Brown Sandy Loam 47 - 50 " Hardpan Roots to 24" ' Soil Log # 2C 0 - 6 " Topsoil 6 - 37 " Brown Sandy Loam 37 - 49 " Hardpan Roots to 25" Mottling at 22" ' Soil Log # 2D 0 - 8 " Topsoil 8 - 31 " Brown Sandy Loam 31 - 54 " Hardpan Roots to 30" Mottling at 25" Soil Log # 2E 0 - 8 " Topsoil ' 8 - 48 " Brown Sandy Loam 48 - 60 " Hardpan ' Roots to 20" Mottling at 22" I I Soil Log # 2F 0 - 4 " Topsoil 4 - 38 " Brown Sandy Loam 38 - 58 " Hardpan Roots to 20" Mottling at 21" Soil Log # 3A ' 0 - 5 " Topsoil 5 - 27 " Brown Sandy Loam 27 - 40 " Hardpan Roots to 25" Mottling at 16" Soil Log # 3B 0 - 5 " Topsoil 5 - 12 " Brown Sandy Loam 12 - 38 " Consolidated Brown Sandy Loam 38 - 42 " Hardpan ' Roots to 22" Mottling at 23" Soil Log # 3C 0 - 5 " Topsoil ' 5 - 28 " Brown Sandy Loam 28 - 44 " Hardpan Roots to 22" ' Mottling at 24" Soil Log # 3D 0 - 4 " Topsoil 4 - 28 " Brown Sandy Loam 28 - 32 " Consolidated Brown Sandy Loam 32 - 47 " Hardpan Roots to 30" Mottling at 26" Soil Log # 3E ' 0 - 4 " Topsoil 4 - 24 " Brown Sandy Loam 24 - 36 " Hardpan Roots to 24" Mottling at 24" I I Soil Log # 4A 0 - 6 " Topsoil ' 6 - 42 " Brown Sandy Loam Roots to 22" ' Mottling at 15" Soil Log # 4B ' 0 - 5 " Topsoil 5 - 22 " Brown Sandy Loam 22 - 42 " Consolidated Brown Sandy Loam ' 42 - 45 " Hardpan Roots to 30" Mottling at 23" Soil Log # 4C ' 0 - 6 " Topsoil 6 - 17 " Brown Sandy Loam 17 - 36 " Consolidated Brown Sandy Loam ' 36 - 44 " Hardpan Roots to 28" Mottling at 17" ' Soil Log # 4D 0 - 5 " Topsoil 5 - 33 " Brown Sandy Loam 33 - 47 " Hardpan ' Roots to 28" Mottling at 30" Soil Log # 4E 0 - 6 " Topsoil 6 - 38 " Brown Sandy Loam 38 - 55 " Hardpan Roots to 36" Mottling at 22" ' Soil Log # 5A ' 0 - 5 " Topsoil 5 - 39 " Brown Sandy Loam 39 - 44 " Hardpan ' Roots to 37" Mottling at 38" I 1 Soil Log # 5B 0 - 4 " Topsoil 4 - 33 " Brown Sandy Loam 33 - 42 " Hardpan Roots to 36' Soil Log # 5C 0 - 4 " Topsoil 4 - 23 " Brown Sandy Loam 23 - 38 " Hardpan Roots to 20" Mottling at 20" Soil Log # 5D 0 - 5 " Topsoil 5 - 15 " Brown Sandy Loam 15 - 25 " Brown Silty Sand 25 - 38 " Hardpan Roots to 20" Mottling at 22" Soil Log it 5E 0 - 5 " Topsoil 5 - 16 " Brown Sandy Loam 16 - 36 " Hardpan Mottling at 16" Soil Log # 6A 0 - 3 " Topsoil 3 - 27 " Brown Sandy Loam 27 - 40 " Hardpan Roots to 24" Mottling at 25" Soil Log # 6B 0 - 4 " Topsoil 4 - 28 " Brown Sandy Loam 28 - 43 " Hardpan Roots to 28" Mottling at 27" I I I I Soil Log # 6C 0 - 12 " Topsoil 12 - 32 " Brown Silty Sand ' 32 - 45 " Grey Very Consolidated Silty Sand Roots to 31" Mottling at 22" Soil Log # 6D ' 0 - 4 " Topsoil 4 - 33 " Brown Sandy Loam 33 - 41 " Hardpan Roots to 30" Soil Log # 6E 0 - 4 " Topsoil 4 - 35 " Brown Sandy Loam 35 - 40 " Hardpan Roots to 25" Soil Log # 7A 0 - 4 " Topsoil 4 - 18 " Brown Sandy Loam 18 - 43 " Consolidated Grey Silty Sand Roots to 40" Mottling at 19" ' Soil Log # 7B 0 - 8 " Topsoil 8 - 30 " Brown Sandy Loam 30 - 38 " Grey-Brown Sandy Loam 38 - 46 " Hardpan Roots to 36' Mottling at 30" Soil Log # 7C 0 - 8 " Topsoil 1 8 - 25 " Brown Sandy Loam 25 - 32 " Hardpan Roots to 25" rMottling at 26' I I 1 ' Soil Log # 7D 0 - 6 " Topsoil 6 - 31 " Brown Sandy Loam ' 31 - 49 " Hardpan Roots to 30" ' Mottling at 31" Soil Log # 7E 0 - 5 " Topsoil 5 - 26 " Brown Sandy Loam 26 - 51 " Grey Silty Sandy 51 - 53 " Hardpan Roots to 30" Mottling at 26" ' Soil Log # 7F 0 - 4 " Dark Brown Sandy Loam 4 - 14 " Brown Sandy Loam 14 - 30 " Light Brown Silty Sand ' Roots to 29" Mottling at 22" Soil Log # 7G 0 - 3 " Dark Brown Sandy Loam 3 - 15 " Brown Sandy Loam 15 - 33 " Light Brown Silty Loam Roots to 25" ' Mottling at 23" Soil Log # 7H 0 - 4 " Dark Brown Sandy Loam 4 - 12 " Brown Sandy Loam 12 - 22 " Light Brown Silty Loam ' Roots to 15" Mottling at 12" Soil Log # 71 0 - 2 " Dark Brown Sandy Loam 2 - 18 " Brown Sandy Loam 18 - 24 " Light Brown Silty Loam Roots to 14" Mottling at 8" I t Soil Log # 7J 0 - 3 " Dark Brown Sandy Loam 3 - 24 " Brown Sandy Loam ' Roots to 14" Soil Log # 8A 0 - 5 " Topsoil 5 - 35 " Brown Sandy Loam 35 - 44 " Consolidated Grey Silty Sand Soil Log # 8B 0 - 5 " Topsoil 5 - 26 " Brown Sandy Loam 26 - 42 " Hardpan Roots to 28" Mottling at 27" Soil Log # 8C 0 - 6 " Topsoil ' 6 - 25 " Brown Sandy Loam 25 - 46 " Consolidated Grey Silty Sand Roots to 30" ' Mottling at 25" Soil Log # 8D 1 0 - 3 " Topsoil 3 - 19 " Brown Sandy Loam 19 - 39 " Consolidated Grey Silty Sand Roots to 21" Mottling at 20" Soil Log # 8E 0 - 6 " Topsoil 6 - 20 " Brown Sandy Loam 20 - 42 " Consolidated Grey Silty Sand Roots to 30" Mottling at 20" Soil Log # 9A 0 - 5 " Topsoil 5 - 25 " Brown Sandy Loam 25 - 36 " Hardpan Roots to 24" Mottling at 25" I I Soil Log # 9B 0 - 3 " Topsoil ' 3 - 18 " Brown Sandy Loam 18 - 32 " Hardpan Roots to 16" Mottling at 18" 1 Soil Log # 9C 0 - 9 " Topsoil 9 - 26 " Brown Sandy Loam ' 26 - 48 " Hardpan Roots to 25" Mottling at 26" Soil Log # 9D 0 - 8 " Topsoil 8 - 33 " Brown Sandy Loam 33 - 48 ' Hardpan I Roots to 25" Mottling at 26" Soil Log # 9E 0 - 6 " Topsoil 6 - 27 " Brown Sandy Loam 27 - 42 " Hardpan Roots to 30" Mottling at 27" Soil Log # 10A 0 - 5 " Topsoil 5 - 21 " Brown Sandy Loam 21 - 39 " Hardpan Roots to 20" Mottling at 21" ' Soil Log # 10B 0 - 4 " Topsoil 4 - 25 " Brown Silty Sand ' 25 - 48 " Hardpan Roots to 20" I I I I ' Soil Log # 10C 0 - 4 " Topsoil 4 - 28 " Brown Sandy Loam 28 - 46 " Hardpan Roots to 25" 1 Mottling at 15" Soil Log # 10D 0 - 6 " Topsoil 6 - 27 " Brown Sandy Loam 27 - 48 " Hardpan ' Roots to 27" Soil Log # 10E 0 - 5 " Topsoil 5 - 25 " Brown Sandy Loam ' 25 - 47 " Hardpan Roots to 25" Mottling at 22" Soil Log # 1OF 0 - 3 " Dark Brown Sandy Loam 3 - 18 " Brown Sandy Loam 18 - 23 " Light Brown Silty Loam 23 - 24 " Hardpan Roots to 20" Mottling at 18" Soil Log # 10G 0 - 5 " Dark Brown Sandy Loam 5 - 15 " Brown Sandy Loam 15 - 28 " Light Brown Silty Loam 28 - 29 " Hardpan Roots to 13" Mottling at 26" ' Soil Log # 11A 0 - 5 " Topsoil 5 - 20 " Brown Sandy Loam 20 - 42 " Hardpan Roots to 20" Mottling at 19" I I I Soil Log # 11B 0 - 7 " Topsoil 7 - 30 " Brown Sandy Loam 30 - 47 " Grey Consolidated Silty Sand Roots to 32" Mottling at 22" Soil Log # 11C 1 0 - 8 " Topsoil 8 - 24 " Brown Sandy Loam 24 - 36 " Grey Consolidated Silty Sand Roots to 25' Mottling at 27" ' Soil Log # 11D 0 - 7 " Topsoil 7 - 32 " Brown Sandy Loam 32 - 54 " Hardpan Roots to 34" Mottling at 24" Soil Log # 11E ' 0 - 8 " Topsoil 8 - 17 " Brown Sandy Loam 17 - 40 " Hardpan Roots to 16 Soil Log # 12A 0 - 9 " Topsoil 9 - 44 " Brown Sandy Loam ' 44 - 60 " Hardpan Roots to 35" Mottling at 44" Soil Log # 12B 0 - 6 " Topsoil 1 6 - 33 " Brown Sandy Loam 33 - 58 " Hardpan Roots to 36" ' Mottling at 32" 1 1 I Soil Log # 12C 0 - 5 " Topsoil 5 - 22 " Brown Sandy Loam 22 - 50 " Hardpan Roots to 20 Mottling at 22" Soil Log # 12D ' 0 - 7 " Topsoil 7 - 31 " Brown Sandy Loam 31 - 52 " Hardpan ' Roots to 30" Mottling at 30" ' Soil Log # 12E 0 - 4 " Topsoil 4 - 22 " Brown Sandy Loam 22 - 48 " Hardpan Roots to 20" 1 Mottling at 23" Soil Log # 13A 0 - 8 " Topsoil 8 - 38 " Brown Sandy Loam 38 - 47 " Hardpan ' Roots to 20" Mottling at 17" Soil Log # 13B 0 - 3 " Topsoil 3 - 23 " Brown Sandy Loam 23 - 55 " Consolidated Grey Silty Sand Roots to 23" ' Mottling at 25" Soil Log # 13C ' 0 - 5 " Topsoil 5 - 34 " Brown Sandy Loam 34 - 56 " Grey Silty Sand Roots to 30" 1 1 I Soil Log # 13D 0 - 6 " Topsoil 6 - 35 " Brown Sandy Loam 35 - 52 " Hardpan Roots to 33" Mottling at 35" Soil Log # 13E I 0 - 4 " Topsoil 4 - 42 " Brown Sandy Loam 42 - 60 " Hardpan I Roots to 33" Mottling at 40" Soil Log # 14A 0 - 8 " Topsoil I 8 - 31 " Brown Sandy Loam 31 - 53 " Hardpan Roots to 25" Mottling at 30" Soil Log # 14B I 0 - 6 " Topsoil 6 - 33 " Brown Sandy Loam 33 - 47 " Consolidated Grey Silty Sand Roots to 25" Mottling at 15" Soil Log # 14C 0 - 8 " Topsoil 8 - 27 " Brown Sandy Loam 27 - 46 " Hardpan Roots to 24" Mottling at 27" Soil Log # 14D 0 - 8 " Topsoil 8 - 38 " Brown Sandy Loam I 38 - 45 " Consolidated Grey Silty Sand Roots to 36" Mottling at 15" I i I 1 Soil Log # 14E 0 - 6 " Topsoil 6 - 33 " Brown Sandy Loam 33 - 45 " Consolidated Grey Silty Sand Roots to 20" Mottling at 33" 1 1 1 1 1 l t 1 1 I 1 1 1 1 1 1 4, (�`' JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street • Port Townsend •Washington • 98368 www.jeffersoncountypublichealth.org 1 April 26, 2010 OPG Properties ATTN: Brandon Bird 19245 10th Ave NE Poulsbo, WA 98370 Re: WET SEASON EVALUATION, Section 15, Township 28, Range 1E Parcel # 821152001, Community area Tala Point Preliminary Plat, OTH09-44 Dear Mr. Bird: i This office completed a wet season evaluation during the winter of 2009-2010 at the above referenced site. Jefferson County Policy 93-04 states that a wet season evaluation may be required to be repeated if the precipitation is less than 80% of average. If the rainfall is over 110% of average the applicant can request the evaluation be repeated. Fees for the reevaluation would be required. Port Ludlow received over 110% of average rainfall. The above referenced site falls within the Port Ludlow rainfall area. It has been determined that this is a valid wet season. The results/report is enclosed for your review. Soil compaction appears to be the confining factor in some test holes and findings have been noted on the site plan. If you have further questions please contact this office at 385-9444. Si - ely 1(11271/ I Susan Porto Environmental Health Specialist cc Dave Jensen P. E., Designer I enc I COMMUNITY HEALTH PUBLIC HEALTH ENVIRONMENTAL HEALTH DEVELOPMENTAL DISABILITIES ALWAYS WORKING FOR A SAFER AND NATURAL RESOURCES MAIN; 360-385-9400 MAIN_ 360-385-9444 FAX 360-385-9401 HEALTHIER COMMUNITY FAX: 360-385-9401 I 09x31 Jefferson County Permit Center 621 Sheridan St., Port Townsend WA 98368 Fee: $ I 360-379-4450 Receipt No.: Date: 44 WET SEASON EVALUATION APPLICATION 0TH( - IAPPLICANT NAME: OR & PROPERTIES LLC CQRAi\lDoN t$IR D) MAILING ADDRESS: 192 LiS IO*'' AVE 6. POULSRO WA g3 I PHONE: 360 - 3'J'i OS 7-3 LEGAL DESCRIPTION: Section l S Township Z,$k) Range I E IPARCEL NO: n.11S2001 Subdivision Name - Division Block Lot(s) SITE LOCATION/ADDRESS:T;l., -/.1, T 1,7. LAI L Address of Adjacent Property iSEWAGE DISPOSAL PERMIT ISSUED: Yes No This evaluation does not constitute a guarantee of approval of an on-site sewage disposal permit. I P E Date:np — _ 10 '' Signature I HoleA ,,11 Hole •_,_.-, 1') u.a'w Hole O- i ) 4.... �►'�11� Arnim t 11 a- Hole . _ Q , � >, Hole�� St iHole • c �f':� Hole IINMi Holz� �� Hole: It _ ,r � =� (110 .Ir Hole Laie. ng Hole 4; �� Comments: • " ' .. EtiSat I le VW a c WI III Date: 7' V 1 0 ,, Hole / ar c Hole : If r( 4 q �( ` , _ Hole : -1t ,7 Hole 9Hole •—7-2-'- Hole i t t I k2_Hole P �/ Hole ' N Hole ,551 Hole la... Hole . . P ~' f2-Z-I Hole Comm6,q . p tcz-\I t-1. p te:,,y. J : O `lI.?-zJO 5 PigY I Date: 0 i ' >i _ Hole .�1 ' Hale,- -C� qip '1'I Hole c J + 'l i Hole Z G 2 Hole } i 1 1/{ N_(�O . : M �� . Hole :�.�' �Li�-( I-1 (� Hole , Hole 9':' Os .., ' Hole : c Y 11 ear k 3 Hole ��� Hole ' Hole :�, : 1�l Comments: L n � IJ I t, i EI C'q P-e ' Vi-S`eason E'tial©tion_fl7=39.84�df 6 P ' $ L-(2 - �� tt I , . I x`3031 Jefferson County Permit Center Fee: $ 621 Sheridan St., Port Townsend WA 98368 Receipt No.: I 360-379-4450 Date: OTH WET SEASON EVALUATION APPLICATION IAPPUCANT NAME: to' ' ;m' NI G C. 1 a Kt c ; MAILING ADDRESS: l9Z'jS IO AVg C. POtt_ISS8d wit___91376 1 PHONE: 36c - 3474/-CSS 7-3 LEGAL DESCRIPTION: Section I S Township 2 N Range I E IPARCEL NO: $2I 15?QO� Subdivision Name Division Block Lot(s) SITE LOCATION/ADDRESS:"f;V; -.I, e,; L A i k e 1 . . — ri V h. l a PARA pySE t34Y RD 6. L-u1)wW R)mi< RD Address of Adjacent Property ISEWAGE DISPOSAL PERMIT ISSUED: Yes No This evaluation does not constitute a guarantee of approval of an on-site sewage disposal permit. I PA 6rE 2 orfann:ct 9P E Signature Date: 1 `_ 10 / I Hole V-A _ _ Hole;ma \\ac)' T (0kt Hole : \.' • "0.-i" I II ki Hole '- t a A, ffl,1 Hole : -a n i'k.." •.. .."' Hole :\ ' li ± ��. I Hole : CCHole : L Hole ': NWi Hole " f V it Hole I: 0 Hole IComments:i1\ �� cd- 4- , - IDate: !7 / Hole "'%1' Hole : ii1.2. A Hole I Hole tf� Hole : Al 3 . L`4hj �i-r' 14-0Hole :i 7- 2-(- `f R (� 2 Hole : 2- 4� t Hole : M 'IN t ' ztgole : �I-3 Hole : . WORM Hole : kr) Hole _- I _�1[)dTI • rlI K-96 IComments: IDate: I + , �V' Hole : • /D Hole : J 2 9I1 c1' Hole : .re!��+� IHole : Hole : r —wait/i 1' ' Hole � lI Hole �i ��i �� � Hole . 11 {� � �� ���� �/� n Hale j LAi 3.�, DP-1 {a I Hole : J (�� Hole : V Hole : t" t p "' Comments: I Wet Season Evaluation_07-30-04_pdf a W 'H O'o S'M/AiNnoo NOS?:13,1d3r CD0 w .071 S9IJ IJdOId 'O d'0 ^` ti p S wo. Q E y.�1 t7 "moi.. u G`g W O O 'S'M a�dldNIV J .111Nf1WW00 a I-b g 32; APPENDIX E PUBLIC MANAGEMENT ENTITY DRAFT MANAGEMENT & O&M AGREEMENT I 1 1 1 1 I I 1 I 1 2014 D. R. STRONG Consulting Engineers Inc. DRAFT Tala Point Preliminary Plat Community Septic Systems September 25, 2014 ' SKAGIT COUNTY SEWER DISTRICT NO.2 17079 STATE ROUTE 9 ' MOUNT VERNON, WA 98274 (360) 422-8373,FAX (360) 422-5165 1 I December 21, 2016 I ' To whom it may concern: Skagit County Sewer District#2 is willing to provide 3rd party oversight for the Tala Point LOSS system. At this point no contract has been signed. Thank you 1 elly T ' - District k.k .nager 1 1 1 i ' AGREEMENT REGARDING THIRD PARTY TRUST/OVERSIGHT OF COMMUNITY ON-SITE SEWAGE SYSTEM (COSS) THIS AGREEMENT REGARDING THIRD PARTY TRUST/OVERSIGHT OF COMMUNITY ON-SITE SEWAGE SYSTEM ("Agreement") is made this day of , 2015, by and between SKAGIT COUNTY SEWER DISTRICT NO. 2, ("District"), and 1 RECITALS A. The District is a Washington municipal corporation that is authorized by 1 Title 57 RCW to operate and maintain sewage collection and treatment facilities. B. The Developer currently owns real property legally described in Exhibit 1 A, attached hereto and incorporated herein ("Property"). Developer is developing the Property as a commercial subdivision known as "Tala Point." As part of its development, the Developer intends to construct, operate, and maintain a Community On-Site Sewage 1 System ("COSS") to serve the Property. The COSS consists of five separate septic collection, treatment and disposal systems. ' C. Pursuant to Jefferson County Code 8.15.100, the Developer is willing to serve initially as the management entity for the COSS, and to create a commercial association for the subdivision that will serve later as the management entity for the COSS. The District is willing to serve as the third party trust or "standby entity" for the COSS in accordance with to Jefferson County Code 8.15. 1 D. The District and the Developer desire to enter into this Agreement to satisfy the requirements of Jefferson County Code 8.15. 1 AGREEMENT The parties agree as follows: 1 1. Definitions. In this Agreement, the following terms shall have the following definitions: 1 A. "Owner" shall mean the record owner, whether one or morep ersons or entities, of the fee interest in any Lot, including real estate contract buyers, but shall not 1 include those having such an interest in the Lot merely as security for the performance of an obligation. B. "Lot" shall mean a lot created from subdivisions of the Property. C. "Department" shall mean the Jefferson County Department of Health. 405681.1 1361420 10001 -1- 1 2. Developer Construction and Operation of COSS. The Developer shall construct and install the COSS on the Property, and shall obtain all necessary permits and approvals for the COSS . The Developer shall not transfer any ownership interest in the COSS without the prior written approval of the District, which approval shall not be unreasonably withheld. ' 3. Management Entity. The Developer shall serve as the management entityfor the g COSS, shall own, manage, operate, maintain and repair the COSS, and shall be fully ' responsible for the COSS, in accordance with all applicable laws and regulations, including but not limited to Jefferson County Code 8.15 as such provisions now exist or may be amended or replaced from time to time, and applicable agreements, directives, guidelines and orders of the Department (collectively, the "applicable laws and regulations"). In the alternative, if approved by the Department, the Developer may ' create a commercial association, in accordance with Section 5 of this Agreement, to serve as the management entity for the COSS. After creation of the commercial association, the Developer and the commercial association shall be jointly and severally liable for the duties and obligations of the commercial association pursuant to this Agreement. 4. District as Third Party Trust or "Standby Entity". The District agrees to serve as ' the third party trust or "standby entity" for the COSS, pursuant to Jefferson County Code 8.15, as such provisions now exist or may be amended or replaced from time to time. If the Developer or the commercial association fails to carry out its duty to own, manage, ' operate, maintain and repair the COSS pursuant to applicable laws and regulations, the District agrees to carry out the third party trust or "standby entity" obligations and requirements of Jefferson County Code 8.15, as such provisions now exist or may be ' amended or replaced from time to time. The District shall only be required to carry out such obligations and requirements upon receiving notification from the Department, or other governmental entity with jurisdiction, that the COSS is not functioning in accordance with applicable laws and regulations. Upon such notification, the District shall use reasonable efforts to cause the COSS to comply with applicable laws and regulations. Notwithstanding any provision of this Agreement to the contrary, the District shall have no obligation to spend its own funds for any reason whatsoever in connection with the COSS and this Agreement. The District is under no duty or obligation to pass on, inspect or directly operate or maintain the COSS. ' 5. Commercial Association and Assessment Upon Owners. Prior to the effective date of this Agreement, the Developer shall record Covenants, Conditions and ' Restrictions, in a form acceptable to the District in its sole discretion ("CC&Rs"), upon each Lot, which shall, among other requirements, create a commercial association to operate, manage, maintain and repair the COSS. The CC&R's shall require the levying ' of assessments and the imposition of rates and charges to cover the costs to the Developer and the commercial association of operating, managing, maintaining and repairing the COSS, including the reserve fund as required by Section 7 of this Agreement, and to cover the costs of the District's obligations and compensation under this Agreement. The CC&Rs further shall grant to the District the right in its sole discretion, but not the obligation, to levy assessments and impose rates and charges on the Owners and the Lots, i ' 405681.1 1361420 10001 -2- 1 including the right to increase existing assessments and/or rates and charges to the extent reasonably necessary to carry out its obligations under this Agreement. These ' assessments, rates and charges shall be a first lien for the benefit of the District against the Lots and Property. The CC&Rs shall run with the land. This Agreement shall be recorded as an exhibit to the CC&Rs. If the commercial association fails to levy and ' impose the assessments and rates and charges as specified in this Section, the Developer and the Owners shall be responsible jointly and severally to pay such assessments and rates and charges. ' 6. Distribution of Assessments. The District's base monthly compensation for p holding itself ready to manage, operate, maintain, and repair the COSS shall be % of ' the charges imposed on the Owners, Lots and Property under the CC&Rs, with a minimum of$ per month, adjusted each January 1 by 100% of the increase (but not decrease) of the Consumer Price Index for all urban consumers for Seattle, published by ' the United States department of Labor, Bureau of Labor Statistics, or a replacement index ("CPI"). The District's compensation under this Section is due and payable on or before the first of each month. If the District has not received payment for any amount due ' under this Agreement five days after the date the amount is due, the amount is delinquent and the District may draw the delinquent amount from any funds available to cover costs of the COSS, including the reserve fund. If any amount due under this Agreement ' remains delinquent for more than 25 days, the District shall be entitled to collect interest from the date the amount was due until the date the District receives payment at a rate of ' one percent per month or the highest rate allowed by law. The compensation payable to the District under this Section shall be in addition to any costs the District incurs under this Agreement, which costs shall re reimbursed to the District in accordance with ' Section 11 of this Agreement. 7. Reserve Fund. The District shall create and maintain a reserve fund for the ' operating, managing, repairing, replacing or extending the COSS, and for covering and reimbursing the District's expenses for the COSS in accordance with this Agreement ("Reserve Fund"). Prior to commencement of operation of the COSS, the Developer ' shall pay to the District the amount of % of construction costs for the development of the Property thought to be $ . The District shall deposit said payments in the Reserve Fund. All final construction costs will be reviewed and finalized by the District. ' The Developer or the commercial association shall at all times maintain its own reserve fund in an amount equal to % of the construction cost of development for the Property, adjusted annually by 100% of the CPI, or a greater balance if required by the ' Department. If the District reasonably determines that the money from charges imposed on the Property or the Lots under the CC&Rs is not sufficient to cover costs related to the COSS, the District may withdraw funds from the Reserve Fund to pay for any and all ' costs of the District construction, operation, maintenance, repair, replacement, management and other costs associated with the COSS or the District's obligations under this Agreement. If the District withdraws funds from the Reserve Fund, it shall promptly ' notify the Developer or the commercial association. The Developer or commercial association shall within 5 business days of notice from the District, deposit sufficient funds to return the Reserve Fund to the balance prior to the District's withdrawal of 405681.1 1361420 10001 -3- funds. Any amounts in the Reserve Fund, including but not limited to interest, if any, earned on the money in the Reserve Fund, in excess of the amount required to be ' maintained under this Section, shall be payable to the Developer or the commercial association, as agreed upon by both, at the District's direction. At the end of the term of this Agreement, the District shall return the balance in the Reserve Fund to the Developer ' or the commercial association, as agreed upon by both, less any amount owed to the District under this Agreement. ' 8. Start-Up Payment. As consideration for certain District costs related to entering into this Agreement, including, but not limited to, administrative costs, overhead, management fees and other District expenses, the Developer shall pay to the District ' $ upon the District's execution of this Agreement. This amount is in addition to the monthly compensation payable to 'the District under Section 6 of this Agreement. The Developer also agrees to pay the District's legal costs incurred related ' to preparing this Agreement and related documents. 9. Powers of District. Upon notification that the COSS is not operating in ' accordance with applicable laws and regulations, or that the Developer or commercial association is not performing duties and obligations, and the failure of the Developer or ' the commercial association to cure such nonperformance within thirty (30) days following such notification, the District may in its sole discretion take any or all of the following actions in addition to any other powers granted in this Agreement: ' A. Direct the Developer or the commercial association to take such action as the District deems appropriate and necessary for the COSS to be in compliance with applicable laws and regulations. B. Hire and pay employees, consultants or contractors to make necessary ' repairs, replacements, or extensions of the COSS in order to restore the COSS to proper operation under applicable laws and regulations. C. Pay all expenses, costs, damages or obligations arising from actions ' undertaken pursuant to this Section. t D. Draw on the Reserve Fund to pay all salaries, expenses, costs, damages, or obligations related to the COSS and its operation, and/or the District's performance pursuant to this Section. ' E. Exercise any and all rights it may have under the CC&Rs, including but not limited to levying assessments and imposing rates and charges on the Lots or Property or otherwise requiring the Developer, the Owners or the commercial association tto pay such amounts as the District in its sole discretion deems are necessary for the management, maintenance, operation or repair of the COSS, including but not limited to ' all costs of collection, such as attorneys fees, which amounts shall be due and payable within 10 days of notice from the District; borrow, as an obligation of the Owners, amounts equal to any unpaid assessments, rates and charges; and file and foreclose liens 1 ' 405681.1 1361420 10001 -4- I Iagainst the Lots or Property or take any other lawful action to collect amounts due under this Section. IF. Suspend unilaterally the authority of the Developer or the commercial p association to manage the COSS, and return the primary responsibility for the COSS to Ithe Developer or the commercial association when the District is satisfied that the Developer can adequately resume those responsibilities. IG. Inspect the COSS or cause it to be inspected to determine whether the COSS is in compliance with applicable laws and regulations. However, the District assumes no liability whatsoever and shall not be liable for any reason regarding any Iinspection that the District may undertake or cause to be undertaken pursuant to this Agreement. IH. Retain legal counsel of the District's choosing and to bring any and all actions in law or equity necessary to protect its rights or carry out its powers under this Agreement, all at the expense of the Developer, commercial association and Owners. I I. Exercise any other lawful remedy against the Developer, commercial association and Owners in connection with this Agreement, or take any other lawful Iactions reasonably necessary to exercise its rights or carry out its obligations under this Agreement. I10. Indemnity and Hold Harmless. A. The Developer and the commercial association shall indemnify, defend, I release and hold harmless the District and its officers, agents, and employees, or any of them, from any and all claims, actions, suits, liability, loss, costs, expenses and damages of any nature whatsoever, related to the COSS and this Agreement (including actions to I determine the District's right to indemnification under this Section) (collectively, the "claims") and notwithstanding of the lack of fault or negligence on the part of the Developer and the commercial association. This obligation shall include the duty to pay Iall attorneys' fees and costs the District incurs with respect to any claims. This obligation shall further include the duty to defend and indemnify the District against any claims brought by any employee or agent of the Developer and the commercial association and Ito the concurrent negligence of the Developer and commercial association. B. The Developer and commercial association waive immunity under Title I51 of the Revised Code of Washington for claims of any type brought by any agent or employee against the District. This waiver has specifically been negotiated by the parties. IC. This section shall survive the expiration or termination of the Agreement. I 11. District's Expenditure of Its Own Funds. To the extent permitted by law, in the event of a default under this Agreement beyond any applicable cure period, the District may in its sole discretion undertake any repairs, replacements or extensions to the COSS, Ior otherwise manage the COSS. If the District spends any of its own funds or uses any of I405681.1 1361420 10001 -5- I I its own resources or otherwise incurs anycosts to comply with its obligations under this pY g Agreement, the Developer or the commercial association shall immediately reimburse the IDistrict for such costs at the District's then current schedule of charges within 10 days of the District's invoice to the Developer or the commercial association. The District may enforce any failure to pay such amounts in accordance with this Section by exercising 1 any of its rights under this Agreement, including but not limited to those set forth in Section 9 of this Agreement. I12. Term. This Agreement shall take effect on the date all of the following have occurred: (1) the District has approved the CC&Rs in writing, (2) the CC&Rs have been recorded against the Property, (3) the Department has approved the commercial 1 association to serve as the management entity, and (4) this Agreement has been executed. This Agreement shall continue in force for 10 years. This Agreement shall automatically renew for additional terms of five years each, unless either party gives the other party and Ithe Department written notice 12 months prior to the end of a term. At the end of a term, this Agreement shall expire except as provided below in this Section. During the 12- month notice period, the Developer or the commercial association shall provide for Imanagement of the COSS by a governmental entity that is acceptable to the Department and is in compliance with the provisions of Jefferson County Code 8.15, as such provisions now exist or may be amended or replaced from time to time. After such 12- Imonth period, if the Developer or the commercial association does not provide for management of the COSS by an entity and in a manner acceptable to the Department, and I a governmental entity with legal authority over the District requires the District to continue to manage, operate or maintain the COSS, the parties agree that the District shall impose a surcharge of$50 per month on each Lot (increased annually from the date of I this Agreement by 100 percent of the CPI) as additional compensation to the District. The surcharge shall be in addition to all other assessments, rates and charges authorized under this Agreement. In addition, the provisions of this Agreement shall not expire but I shall continue for as long as a governmental entity requires the District to manage, maintain or operate the COSS. I 13. Approvals for COSS. The District will provide reasonable assistance, at the Developer's or commercial association's expense, to obtain all necessary permits and approvals for the COSS, including, but not limited to, providing pertinent information to Ithe Developer, the commercial association and the Department. 14. Waiver. No waiver of any provision of this Agreement shall be valid unless such waiver is in writing and is signed by both parties. I 15. Notices. Any demand, request or notice which any party desires or may be I required to make or deliver to the other shall be in writing and shall be deemed given when delivered by email or facsimile, personally delivered, delivered by private courier service (such as Federal Express), or three days after being deposited in the U.S. Mail in Iregistered or certified form, return receipt requested, addressed as follows: AUTHORITY: Skagit County Sewer District No. 2 I I405681.1 1361420 10001 -6- I ASSOCIATION: I DEVELOPER: I Or to such other address and person as any party may communicate to the others by like written notice. 16. Governing Law; Venue. This Agreement shall be governed and construed in accordance with the laws of the state of Washington. Venue for any action under this Agreement shall be in Skagit County Washington. I17. Counterparts. This Agreement may be signed upon any number of counterparts with the same effect as if the signatures to any counterpart were upon the same agreement. 18. Severability. If any term or provision of this Agreement is to any extent I determined to be invalid or unenforceable, the remaining terms and provisions of this Agreement shall not be affected thereby, but each remaining term and provisions shall be valid and enforced to the fullest extent permitted by law. 19. Authority. Each person executing this Agreement warrants that he or she has the authority to execute the Agreement and that no further approval of any kind is necessary Ito bind the parties. 20. Attorney Fees. In the event of any litigation, arbitration or other proceeding I arising of or brought to enforce or interpret this Agreement, the substantially prevailing party therein shall be entitled to an award of its reasonable attorney's fees and costs incurred therein, in the preparation therefor, and on any appeal or rehearing thereof. I21. Entire Agreement. This Agreement contains the entire agreement between the parties with respect to this matter. It may not be modified except in a writing signed by Iboth parties. DISTRICT: DEVELOPER: SKAGIT COUNTY SEWER DISTRICT NO. 2 I 405681.1 1361420 10001 -7- I IBy: By: IIts: Its: By: I Its: I I I I I I I I I I I I I I I405681.1 1 361420 10001 -8- STATE OF WASHINGTON ) ) ss. ' COUNTY OF SKAGIT ) On this day personally appeared before me, I to me known to be the of , and was authorized to execute the foregoing instrument as his/her/their free and voluntary act and deed for the uses and ' purposes therein mentioned. GIVEN my hand and official seal this day of 2011. 1 (Notary Signature) (Printed Name of Notary) Notary Public in and for the State of ' Residing at: My commission expires: 1 ' STATE OF WASHINGTON ) ) ss. COUNTY OF SKAGIT ) On this day personally appeared before me, to me known to be the ' of , a municipal corporation, and executed the foregoing instrument to be his/her/their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN my hand and official seal this day of 2011. (Notary Signature) 1 (Printed Name of Notary) ' Notary Public in and for the State of Residing at: My commission expires: 405681.1 1361420 10001 -9- ' EXHIBIT A ' LEGAL DESCRIPTION OF PROPERTY PARENT PARCEL LEGAL DESCRIPTION: ' (PER JEFFERSON TITLE COMPANY, ORDER NO.: 71717, DATED OCTOBER 26, 2007) GOVERNMENT LOT 1, GOVERNMENT LOT 2, GOVERNMENT LOT 5, GOVERNMENT LOT 6, THE WEST 30 ACRES OF GOVERNMENT LOT 4; THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4, AND THE WEST 1/2 OF THE ' SOUTHWEST 1/4, SECTION 15, TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M. ' EXCEPT LUDLOW BEACH TRACTS NO. 2, AS PER PLAT RECORDED IN VOLUME 3 OF PLATS, PAGE 28, TOGETHER WITH TIDELANDS OF SECOND CLASS AS CONVEYED BY THE STATE OF WASHINGTON, SITUATE IN FRONT OF, ADJACENT TO AND ABUTTING SAID GOVERNMENT LOT 1, SECTION 15; ALSO EXCEPT TALA SHORES NO. 1, 2 AND 3 AS PER PLATS RECORDED IN ' VOLUME 4 OF PLATS, PAGES 28 AND 29; VOLUME 4 OF PLATS, PAGE 49 AND VOLUME 5 OF PLATS, PAGES 5 AND 6, RESPECTIVELY; ' ALSO EXCEPT LUDLOW-PARADISE COUNTY ROAD NO. 6 RIGHT OF WAY; ALSO EXCEPT THE FOLLOWING DESCRIBED PARCELS A, B AND C; ' PARCEL A: THAT PORTION OF GOVERNMENT LOT 1 AND THAT PORTION OF GOVERNMENT LOT 2 SAID SECTION 15, DESCRIBED AS FOLLOWS: BEGINNING AT THE 1/4 CORNER COMMON TO SECTIONS 15 AND 16, TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M., AND RUNNING THENCE ALONG THE SECTION LINE BETWEEN SAID SECTIONS;NORTH 0°09'06" WEST 824.19 1 FEET TO THE MEANDER CORNER BETWEEN SAID SECTIONS; THENCE SOUTH 4°22'37" EAST 109.82 FEET; THENCE NORTH 30°04'43" EAST 575.63 FEET; ' THENCE NORTH 25°53'53" EAST 205.25 FEET TO THE SOUTHWEST CORNER OF THE TRACT HEREIN DESCRIBED AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 63°39'02" EAST 592.00 FEET; ' THENCE NORTH 26°21'45" EAST 400.00 FEET; THENCE NORTH 63°39'02" WEST 572.08 FEET; THENCE SOUTH 37°4223" WEST 113.19 FEET; THENCE SOUTH 25°53'53" WEST 289.03 FEET TO THE TRUE POINT OF BEGINNING; INCLUDING INTERVENING LAND, IF ANY, BETWEEN THE 1 ' 405681.1 1361420 10001 -10- ABOVE DESCRIBED TRACT AND THE GOVERNMENT MEANDER LINE AND BOUNDED BY THE EXTENDED SIDE LINES THEREOF; TOGETHER WITH TIDELANDS OF SECOND CLASS, SITUATE IN FRONT OF, ADJACENT TO AND ABUTTING THEREON. ' PARCEL B: THAT PORTION OF GOVERNMENT LOT 1 AND THAT PORTION OF GOVERNMENT LOT 2 SAID SECTION 15, DESCRIBED AS FOLLOWS: ' BEGINNING AT THE 1/4 CORNER COMMON TO SECTIONS 15 AND 16, TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M., AND RUNNING THENCE ALONG THE SECTION LINE BETWEEN SAID SECTIONS,NORTH 0°09'06" WEST 824.19 ' FEET TO THE MEANDER CORNER BETWEEN SAID SECTIONS; THENCE SOUTH 4°22'37" EAST 109.82 FEET; THENCE NORTH 30°04'43" EAST 280.44 FEET TO THE SOUTHWEST CORNER tOF THE TRACT HEREIN DESCRIBED AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 63°39'02" EAST 609.47 FEET; ' THENCE NORTH 26°21'45" EAST 499.81 FEET; THENCE NORTH 63°39'02" WEST 592.00 FEET; THENCE SOUTH 25°53'53" WEST 205.25 FEET; ' THENCE SOUTH 30°04'43" WEST 295.19 FEET TO THE TRUE POINT OF BEGINNING; INCLUDING INTERVENING LAND, IF ANY, BETWEEN THE ABOVE DESCRIBED TRACT AND THE GOVERNMENT MEANDER LINE; ' TOGETHER WITH TIDELANDS OF SECOND CLASS, SITUATE IN FRONT OF, ADJACENT TO AND ABUTTING THEREON. ' PARCEL C: ' THAT PORTION OF GOVERNMENT LOT 1 SAID SECTION 15, DESCRIBED AS FOLLOWS: ' BEGINNING AT THE 1/4 CORNER COMMON TO SECTIONS 15 AND 16, TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M., AND RUNNING THENCE ALONG THE SECTION LINE BETWEEN SAID SECTION,NORTH 0°09'06" WEST 824.19 FEET TO THE MEANDER CORNER BETWEEN SAID SECTIONS; THENCE SOUTH 4°22'37" EAST 109.82 FEET; THENCE NORTH 30°04'43" EAST 180.23 FEET TO THE TRUE POINT OF ' BEGINNING; THENCE SOUTH 63°39'02" EAST 615.97 FEET; THENCE NORTH 26°21'45" EAST 100.00 FEET; ' THENCE NORTH 63°39'02" WEST 609.47 FEET; 405681.1 1361420 10001 -1 1- 1 THENCE SOUTH 30°04'43" WEST 100.21 FEET TO THE TRUE POINT OF BEGINNING; INCLUDING INTERVENING LAND, IF ANY, BETWEEN THE ' ABOVE DESCRIBED TRACT AND GOVERNMENT MEANDER LINE; TOGETHER WITH TIDELANDS OF SECOND CLASS, SITUATE IN FRONT OF, ' ADJACENT TO, AND ABUTTING THEREON. SITUATE IN THE COUNTY OF JEFFERSON, STATE OF WASHINGTON. 1 • • I 1 I 1 I 1 1 i 405681.1 136142010001 -12-