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HomeMy WebLinkAboutMLA08-00509 PRELIMINARY SEPTIC SYSTEM REPORT DEC 11 08031 Date Dec. 12, 2012 Additional Information Routing Sheet REQUIRED-check at least one item in section#1 and#2 #1 This is being submitted for the following reason #2 Submitted for the following Application/s or Case #of Copies Redesign/Revision Septic Case(SEP) 3 Technical Assistance(1 copy) Building permit(BLD) 7* Record Drawing/asbuilt(1 copy) SPAAD 4* Monitoring Inspection Site Plan(1 copy) X Subdivision (includes BLA) 7* Renewal Other-state case type 7* Other(provide detail) *If Submittal is larger than 11"X 17"submit 4 copies of those sheets Requested by JC Staff Linda Atkins Submitted by: Brandon Bird (OPG) Phone (360) 394-0573 X Check included? $2,666 Regarding: Parcel Number 821152001 Address Tala Point Preliminary Plat- Paradise Bay Road & East Ludlow Ridge Road Case Number SEP Case Number BLD Other Case Number/s OTH09-44 (2009-2010 WWTR) Comment: RECEIVED DFfl 20 2012 Jefferson County Environmental Health 1 TALA -POINT Prel•minary-Plat . COMMUNITY. .-...... •.. TIC SYSTEMS Preliminary Repor# . _ .. • aid . .. • o g ; r of Ill* o1 Cts s1ONAL DRS Project No: 08031Numb Agency ActivityNumber Owner/Applicant OPG.Properties, LLC. Brandon Bird 1.9950 71h Ave NE Suite 200 Poulsbo, 98370 (360)394-0560 • Report Prepared by D. R. STRONG Consulting Engineers, Inc. 10604 N,E. 38th Place, Suite 101 :.-,::'.-...--. Kirkland WA 98033 (425) 827-3063 Project Professional: Dave Jensen, P.E. ..•',..,.':.:...::„''.:......,.:...•':..••..••,...,•.....•.. Licensed Designer: David Riddle Report issue Date RECTI ED December 11, 2012 ' s: teff. r c�rl:Gaunty .•:.,.i..:.....-.-,.•..-.....-....•••...:.•:..:.:....:.....'..•:.,...••::...•'....-.';::..:,•...-..-::..::.•..•.,•.--.•:•:.'.....:.:...:..•.:•..',.••,-....,.,..:-.:-•'.....•,....:.,'.••'.....:...•..-:';:.....:•'_..:...•.....: E rxutronn'iertal Bealtli . _ ..... . ............"........ :...............:,......-- ..... . ...i........... .. ......... . . . ©2012 D_R.STRONG Consulting Engineers Ire. TALA POINT Preliminary Plat COMMUNITY SEPTIC SYSTEMS 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 3 C. Operations & Maintenance 4 Appendices Appendix A Calculations Appendix B System Layout Appendix C Soil Logs & 2009-2010 Community WWTR Results Appendix D Letter from Public Management Entity RECEIVED OFT 2U ?_012 Jefferson County Environmental Health ©2012 D.R.STRONG Consulting Engineers Inc. Page i of i Tala Point Preliminary Plat Community Septic Systems December 11,2012 TALA POINT Preliminary Plat COMMUNITY SEPTIC SYSTEMS SECTION I 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: D. R. STRONG Consulting Engineers Inc. Richard D. Olson, P.E. 10604 N.E. 38th Place, Suite 232 Kirkland Washington 98033 (425) 827-3063 Rick.Olson@DRStrong.com 3. On-Site System Designer: D. R. STRONG Consulting Engineers Inc. David R. Jensen, P.E. David Riddle, Licensed Designer 10604 NE 38th Place, Suite 232 Kirkland WA 98033 (425) 827-3063 Dave.Jensen@DRStrong.com David.Riddle@DRStrong.com 4. Project Planner: R. W. Thorpe & Associates, Inc. Di 705 Second Avenue, Suite 710 RECEIVED Seattle WA 98104 206-624-6239 DEC 20 2012 Idiallo@rwta.com Jefferson County Environmental Health ©2012 D.R.STRONG Consulting Engineers Inc. Page 1 of 4 Tala Point Preliminary Plat Community Septic Systems December 11,2012 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. C. 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. RECEIVED DEC 2 0 2012 Jefferson County Environmental Health ©2012 D.R.STRONG Consulting Engineers Inc. Page 2 of 4 Tala Point Preliminary Plat Community Septic Systems December 11,2012 SECTION II SYSTEM CONFIGURATION A. DISPOSAL CONCEPT There are five separate community systems proposed, each 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. The residences will be designed at 120 gpd per bedroom. 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 will not be exceeded. Each individual lot will have a septic tank, pump chamber, and connection to a pressurized collection line with a check valve and ball valve. The collection main line will be a 2-3" PVC line located as shown on the preliminary layout (Appendix B). The drain fields will be located in areas already reviewed during previous winter water table evaluations. A standard drip irrigation 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 drain field areas and dosing chambers. B. TREATMENT CONCEPT 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 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 instead 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. According to the 2009-2010 winter water table review evaluations (Appendix C), the active drain field areas for systems 1, 2, 3, and 4 have 30 inches of soil (6" burial depth) or greater, which provides 24 inches of vertical separation from the bottom of the drip line to a restrictive layer or seasonal water table. Although the active drain field area for system 5 has two soil logs with at least 30 inches of soil, these two soil logs are relatively close together, so based on other nearby soil logs it is assumed that the remaining area to the east of SL-C and SL- D may have less than 24 inches but more than 12 inches of vertical separation. 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 proposed loading rate. Sizing calculations are provided in Appendix A. Drain field areas with 30 inches or greater of soil depth do not have any additional treatment proposed beyond primary treatment from the septic tanks. All of the proposed reserve drain field areas appear to require additional treatment vertical separation of less than 24 inches. Recirculating gravel filters located at the central tank farm will provide additional treatment where necessary. RECEIVED Dr" 20 2112 ©2012 D.R.STRONG Consulting Engineers Inc. Pa e of Tala Point Preliminary Plat Community Septic Systems i w:IA7)3Z 4 4 my Environmental Health The effluent going to the drain fields is anticipated to be of residential strength with a biochemical oxygen demand (BOD) of less than 230 mg/I, a total suspended solids (TSS) of less than 150 mg/I, and an oil and grease of less than 25 mg/I. C. OPERATIONS & MAINTENANCE Talks are ongoing with several local public agencies to determine which public entity will oversee ongoing operations and maintenance. An Operations & Maintenance (O&M) provider that is familiar with community on-site sewage disposal systems will do the operation and maintenance of the system with the public entity providing oversight. The owners (HOA) will be responsible for the hiring of this entity and in joint cooperation with WSDOH for reporting. The owners will sign an O&M agreement with the management entity for the continuing operation and maintenance of the system. 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. R:\2008\08031\1\Documents\Reports\Preliminary\county pre-design community report.docx RECEIVED VED 2 U 2 Jefferson Co012un EnvironmenDECt Healthty ©2012 D. R.STRONG Consulting Engineers Inc. Page 4 Tala Point Preliminary Plat Community Septic Systems December 11,2012 APPENDIX A CALCULATIONS RECEIVED DF 20 2012 Jefferson County Environmental Health ©2012 D.R.STRONG Consulting Engineers Inc. Tala Point Preliminary Plat Community Septic Systems December 11,2012 D. R. STRONG CONSULTING ENGINEERS INC. (425) 827-3063 10604 NE 38th Place, Suite 232 1-800-962-1402(WA ONLY) Kirkland WA 98033 Fax: (425) 827-2423 SUBSURFACE DRIP SYSTEM CALCULATION WORKSHEET DRS Project Number: 08031 Project Name: Tala Point Community System *Refer to WSDOH Sizing Tables Calculated By: DLR Date: 11/27/2012 Checked By: DRJ Date: A) REQUIRED ABSORPTION AREA: Number of Lots served: 6 Daily Flow per Bedroom: 120 Gallons/Day (gpd) Total Number of Bedrooms: 29 (5-5 bedroom lots& Total Daily Wastewater Flow: 3,480 Gallons/Day (gpd) 1 -4 bedroom lot) Soil Type: IV Emitter Loading Rate: 0.8 Gallons/Day/Emitter INDIVIDUAL ACTIVE DRAINFIELD TOTALS Total Number of Emitters Required: 4,350 Emitters Total Line Length: 4,350 Lineal Feet Required System Area(active): 8,700 Square Feet Required System Area(active)+ 10%for trees: 9,570 Square Feet SUMMARY Required System Area(active&reserve): 19,140 Square Feet per System (active&reserve) Number of Systems: 5 Total Number of Lots Served: 30 RECEIVED DEC 20 2012 Jefferson County Page 1 of 1 Environmental Health D. R. STRONG CONSULTING ENGINEERS INC. (425)827-3063 10604 NE 38th Place,Suite 232 1-800-962-1402(WA ONLY) Kirkland WA 98033 Fax: (425) 827-2423 RECIRC.GRAVEL FILTER PRESSURE DISTRIBUTION CALCULATION WORKSHEET END FEED INFILTRATORS DRS Project Number: 08031 Project Name: Tala Point Community System Reference to Tables refer to DOH Guidelines Calculated By: DLR Date: 11/27/2012 Checked By: DRJ Date: A) REQUIRED ABSORPTION AREA: Total Wastewater Flow: 3,480 Gallons/Day (gpd) Estimated Wastewater Strength (BOD): 230 mg/L Engineer's Recommended Loading Rate: 5.0 gpd/sq.ft. (<or=5.0) Absorption Area Required: 696 ft2 Bed Width: 24.0 ft Bed Length(calculated): 29.0 ft Bed Length designed by engineer: 29.0 ft Absorption Area Engineered: 696 ft2 B) MIXING TANK: Total Wastewater Flow: 3,500 gpd Daily Flow Multiplied by: 1.5 Minimum Mixing Tank Size: 5,250.0 Gallons Proposed Mixing Tank Size: 6,000.0 Gallons RECEIVED DEC 2U " i? 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R.STRONG Consulting Engineers Inc. Tala Point Preliminary Plat Community Septic Systems December 11,2012 SOIL LOG ESIPTI S D. R. Strong Consulting Engineers, Inc. Pr c T 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 Ti,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, P 1, P2,P3, Q 1, Q2,Q3, R1, R2, R3, R4,Sl,S2,S3,T1,T2,T3, U 1, U2, U3, U4,V1,V2,V3 dug and logged on 10-24-08 (all logs were dry) Soil Logs 11,12,13,14,15,16,17,18 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 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 RECEIVED 42 - 47 " Grey Silty Loam (Consolidated) /� i,,,i �/ Roots to 38" DFr, 2 07012 Jefferson County Environmental Health 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 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" Soil Log # C2 0 - 4 " Topsoil 4 - 32 " Brown Sandy Loam 32 - 40 " Grey Silly 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" RECEIVED Ffl 20 2012 Jefferson County Environmental Health 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" RECEIVED Drr. 20 2012 Jefferson County Environmental Health 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 RECEIVED 36 - 48 " Grey Silty Loam (Consolidated) Roots to 36" DP:: 2 0 2012 Jefferson County Environmental Health Soil Log # E8 0 - 4 " Topsoil 4 - 27 " Brown Sandy Loam 27 - 43 " Grey Silty Loam 43 - 46 " Grey Silty Loam (Consolidated) Roots to 35" Soil Log # E9 0 - 8 " Topsoil 8 - 22 " Brown Sandy Loam 22 - 56 " Grey Hard Pan Roots to 17" Soil Log F 0 - 4 " Duff 4 - 24 " Brown Sandy Loam 24 - 43 " Grey Loamy Sand (Consolidated) 43 - 50 " Grey Loamy Sand (Very Consolidated) 50 - 55 Grey Hard Pan Mottling at 36" Roots to 36" Soil Log # F2 0 - 4 " Topsoil 4 - 21 " Brown Sandy Loam 21 - 33 " Grey Silty Loam 33 - 41 " Grey Silty Loam (Consolidated) Roots to 3T Soil Log # F3 0 - 5 " Topsoil 5 - 26 " Brown Sandy Loam 26 - 32 " Grey Silty Loam 32 - 44 " Grey Silty Loam (Consolidated) Roots to 27" Soil Log # F4 0 - 5 " Topsoil 5 - 27 " Brown Sandy Loam 27 - 32 Grey Silty Loam RE I VED 32 - 44 ' Grey Silty Loam (Consolidated) Roots to 24" 2 0 2012 Jeff rson County Environmental Health 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" 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" Soil Log I 0 - 3 " Duff 3 - 12 " Brown Sandy Loam 12 - 28 " Grey Loamy Sand (Consolidated) 28 - 46 " Grey Hard Pan Mottling at 3" 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" RECEIVED Roots to 20" DFC 20 701? Jefferson County Environmental Health 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" Roots to 37" Soil Log M 0 - 5 " Duff 5 - 34 " Brown Sandy Loam 34 - 43 " Grey Loamy Sand (Very Consolidated) 43 - 54 " Grey Hard Pan Mottling at 30" Roots to 33" Soil Log M2 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) 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" RECEIVED DEC 202 1? Jefferson County Environmental Health 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" Soil Log # N3 0 - 4 " Topsoil 4 - 28 " Brown Sandy Loam 28 - 38 " Grey Silty Loam 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" Soil Log 0 0 - 8 " Duff 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" DP.: 0 7012 Jefferson bounty Environmental Health `,„`{ JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street • Port Townsend •Washington • 98368 www.jeffersoncountypublichealth.org 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: 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. ely Susan Porto Environmental Health Specialist cc Dave Jensen P. E., Designer VED enc DE.f 2 0 201?. Jefferson Environ„,C°Linty '7 PUBLIC HEALTHeaith COMMUNITY HEALTH ENVIRONMENTAL HEALTH DEVELOPMENTAL DISABILITIES NATURAL RESOURCES MAIN 360-385-9400 ALWAYS WORKING FOR A SAFER AND MAIN360-385-9444 FAX 360-385-9401 HEALTHIER COMMUNITY FAX 360-385-9401 09031 Jefferson County Permit Center Fee: $ 621 Sheridan St, Port Townsend WA 98368 Receipt No.: 360-379-4450 Date: WET SEASON EVALUATION APPLICATION oTH( - APPLICANT NAME: CSP & PROPERTIES 3 LLC C13RA1nk B 1RD) MAILING ADDRESS: I9Zt^i.s ID}� A\! E. Pbul_c13a WA 9y3 PHONE: 3 Go - 3' /-Os 7-3 LEGAL DESCRIPTION: Section 1$ Township Z,9 N Range I E PARCEL NO: $2.1152001 Subdivision Name _ Division Block Lot(s) SITE LOCATION/ADDRESS:IAL.A poINTi pgal. (Zy pfd r- ': 'A1 4 : Y : 1) , . _v r r t : y Address of Adjacent Property SEWAGE DISPOSAL PERMIT ISSUED: Yes No This evaluation does not constitute a guarantee of approval of an on-site sewage disposal permit. d'ann:d 9.„J-, J P E Signature C Date:pp -" _ I 0 A ' > HoleA: � _ Hole • . \ Oc HoleQ- MI Ammork HoleA ► ir a-r M.P. Holet1lair Hole V-1.. 'mum . Hole 4 ° G,. �' : Hol_ ': Hole 1l "ii Hole ��- �, Hole L� Hole ; _9 �- Comments: i I l Ai • 1 ' �1 c;�j, IV NW. it Rt Wil Uo :::)lff') Date: 2 V I0 P Hole 7� ' Hole 0?It Hole :' /t j( ti-LZ..6 Hole A-2_ )t Hole • '4 2- 3 — I Hole ' I't>i' k Hole v21/ L' Hole t ' Hole Ct, %).-6-`` ; ( :. Hole 0 Hole if P Hole iZZ- 1) Commof , p .4- P t<7 pei___ Date: 0 a' _.:.. �i� � V fl Hole Hole,_.: f. 2-6 Hole : I III 1e-i .J Hole : A. 2- 2- 1 Hole : 2- 1�1 , C�Hole :F:_"1 3lD F LO Hole : �/ � rfir' Hole 2- 9? I Hole : �i' Y �� i k-, (�J ... . Hole . C��1�_ ■� Hole : P' P by Hole : 1-Z l��i Comments: / DECi, C '4 PKC4 VEDc , e'ason E .I tion_0 :34a, €. L 1 ,a �/ DEC 2 0 2012 Jefferson County Environmental Health 08031 Jefferson County Permit Center Fee: $ 621 Sheridan St., Port Townsend WA 98368 Receipt No.: 360-379-4450 Date: OTH WET SEASON EVALUATION APPLICATION APPLICANT NAME: ii.S . ' t•• NI G L :.1.110•., c MAILING ADDRESS: 19vi5 IO}' Avg C. POUt<S23 WA 94376 PHONE: 360- 3'3'1 'S 7-3 LEGAL DESCRIPTION: Section 15 Township Z. NI Range_I 6 PARCEL NO: 3 .11 S 200I Subdivision Name Division Block Lot(s) SITE LOCATION/ADDRESS:•f;l,; -.t. !; L I L ; 1 ' , - ei-ti v -- . l a PARApksE t3AY RA cl- g. LUDLow PI g" RP Address of Adjacent Property SEWAGE DISPOSAL PERMIT ISSUED: Yes No This evaluation does not constitute a guarantee of approval of an on-site sewage disposal permit. PA GSE 2 O1arin;cl � -r � AP E Signature C/ Date: 1 ` (Q r@ 0 ' t1 Hole a ���j Hole uC�-40k Hole : ` • 6 ,'\` C���' Hole : � Hole '_ • 1 4 A, . ...- � 1\ 41:`.t �� - Hole :, ' LIA Hole : CC* ��� Hole : tt c 4 Hole '• NMI Hole 4 ‘\ f it it Hole ;: 0 Hole Comments:`(f(1 1\ Q.' Li , ` NQ \\ali 0-,:k61) - Date: :7 (0 -.1::,. +� A Hole -�j' Hole : /1' &' 4 Hole :�` Hole :'" Hole : Ata . LL 6 1' O Hole H. 7_ 2:." it 6 Hole : 2- � � t I Hole : '4 'INT -( g e&V -124 : 0'5 Hole iiiffin Holenalb Hole ;L1 P KY Hole -Ar/4"1 K- Comments: / Date: rt- M I 2- Hole : JD Hole : r -r t'T �� 4 Hole : II Hole : � ?i it Hole : � ailn l' 6 Hole 2 `7-6 Hole : .)J) Hole • P g Hole Hole : - \' n � : Ai3, p�� t). pv4 / Hole : V Hole : /J p Comments: Wet Season Evaluation_07-30-04_pdf RECEIVED DEC 2'0 2012 Jefferson County Environmental Health ! i` �V Viz% "�" ,,,(7,v//� '� �� , _. .1,5S /,t, �rZ _E— LO 0, ...4vi ) ,-- C 2 \ ‘,._, ........„-- ,----C.-, _i__________--------- .... ,....ii(7,7,.,77,,,,90/, i 3 11 (':5 )7.—//1 ( --/- .\.,....., y...._ _....,. .-, \') o ) C-Pci:;-q 7-7 tl_Al: r61-L'a ( I 1 2 ( , to .11 ilk: '1 ,/----s / 46' \ /-'° / A, ?/'' / co 1)0 ,..4 1- I) ---\ ,,,I(. 1/- \Pi/44 i IL .A ' ' / 2 • II !I !- \� r / J 6.,......-tit;4.4:: �'� 11 S( 1 , ; y/ ;► c sLATB 2}}_ y / it 1123 GG 6_,,sLAT-154P0_,,-/- '� �' ,/ Ilk��1► I �0 1 o c r >•,5 I:--- t g I . \I 2 /-/' N ). ll a// c i� �`y SLAC .d 6 IP' /! �` r:. _ _ 41.__,2______________Att„ 1 c f le-.. 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' L 94-1 � SE9y` o1( � r� ' \N t �x^I W 2 ! 10 wA . 1\\ \\71 ^ \ Y7 I IN) o J 6 L N>� ‘` i I� .\jam ,---( g \ ' � l 75' -417 i I 1 I z 1 ! - • — 7_ — `, .(J r ; ( 0OC 2 � r FD 0 13-I I 0 ) Il \3 Q r, O' ...7, \\,...),:7,3 \„„.....-7 O O S — zo � D _ ` n Zo c 0 � o , o� O D = \2_ o z oho mrD / J ri I ,__„ oz ri A N NC ( ,/,'' (:\)0 ) ),, \\,,:\ \ ---, Z o rn " �o� N rJ A a soNA� ^=/-D 0 NN �e 4:1-61 p -� :� TALA POINT nRi S §E g 0:',c;.' -F) g : rn COMMUNITY DRAINFIELD W.S.E. 3 x?amu A ri0 ri v `� O.P.G. PROPERTIES L.L.C. � m o a ,� C ; JEFFERSON COUNTY/W,S.D.O.H. Iii r