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Earsley Drainage Report 9-19-22CCE XtÜáÄxç Wxàt|Ä fxÜä|vxXtÜáÄxç Wxàt|Ä fxÜä|vxXtÜáÄxç Wxàt|Ä fxÜä|vxXtÜáÄxç Wxàt|Ä fxÜä|vx cÜÉ}xvàcÜÉ}xvàcÜÉ}xvàcÜÉ}xvà Stormwater Drainage Plan September 16, 2022 Turner Consulting Engineers, L.L.C. 4405 7th Ave S.E. Suite 301 Lacey, WA 98503 (360) 491-6900 Yelm, Washington September, 2022 Project: Prepared For: Matt Earsley Bill Turner, P.E. 4405 7th Ave SE Lacey, WA 98503 360-491-6900 Prepared by: Turner Consulting Engineers, L.L.C. 4405-7th Avenue SE, Suite 301 Lacey, WA 98503 (360) 491-6900 Contact: Bill Turner, P.E. (360) 239-2847 “I hereby certify that this Drainage and Erosion Control Plan for the has been prepared by me or under my supervision and meets minimum standards of and normal standards of engineering practice. I hereby acknowledge and agree that the jurisdiction does not and will not assume liability for the sufficiency, suitability, or performance of drainage facilities designed by me.” 9-16-22 1 MR #1: STORMWATER SITE PLAN Stormwater Site Plan Proposed Project Description Developer: Matt Earsley. Contact Matt Earsley 111 North G St. Tacoma, WA 98403 Site Address: 108 Yelm Ave. W Yelm, WA Parcel Numbers: 85800100200 Total Project Area: 0.31 Acres Zoned: CBD Section, Township, Range: Section(s) 19 Township 17 North Range 2E, W.M. Legal Description: Section 19 Township 17 Range 2E Plat YELM ADDITION BLK 1, LT2 Document 008/002 Required Permits: Site Plan Approval, Building Permits, Grading Permit 2 Executive Summary This project will construct a 3,150 sq ft building for commercial use. It will have 8 parking spaces, a refuge area and landscaping around the perimeter of the area. Stormwater will be treated through either Rain Gardens or Bioinfiltration areas located on the outsides of the building and asphalt areas. Treatment will either be through sand filters or through amended soils in the rain garden or bioinfiltration areas. Access into the parcel will be from Railroad Street NW which is a City Street. This project is within the City Limits of Yelm, WA. The Cit y of Yelm will provide sewer and water for this project. The proposed development will not alter the stormwater patterns on the project site. Presently all of the stormwater on site sheet flows across the existing impervious surface and infiltrates into the soil along the sides of the project. Stormwater coming from the new and replaced impervious and landscaped areas will still sheet flow across the grass where it will be treated and infiltrated into the ground. Under the guidelines of the Dept. of Ecology’s Stormwater Manual this project has more than 35% of hard surface therefore it is classified as a redevelopment. Guidelines for redevelopment are shown in Manual figure 1-3.2: Flow Chart for Determining Requirements for Redevelopment. This project will result in 2,000 square feet or more of new plus replaced impervious surface area therefore Minimum requirement #1 through #5 applies. Existing Site Conditions This 0.3-acre square shaped parcel is located in on the northeast corner of Railroad Street and Yelm Avenue. The project site is flat with a with elevation difference from east to west of about 1-foot. Most of the project site is impervious surface and the vegetation on the site is mostly grass. The City of Yelm has a water main next to parcel and there is an existing water meter on site. There is also an abandoned septic tank on site that was used by the previous owner. The City also will provide sanitary sewer system for the project. There is no off site flow coming onto the project site. Stormwater that falls onto the site at this time infiltrates into the ground and does not flow off of the parcel. There are no steep slopes, ravens, creeks, or rivers on or adjacent to the site. This project does not have high ground water and it is not in the 100-year flood plain. Thurston County Geodata does have it listed in the aquifer sensitive area. There is a residential home that borders the northeast of the project site and the Northern Pacific Railroad easement borders on the southeast. 3 Existing Condition Figure #1 4 Prepare The Preliminary Development Layout A preliminary development layout has been completed for the project and can be seen in the appendix. Geotechnical Report All American Geotech, Inc. has completed soils analysis studies on the project site. Soil types have been identified throughout the project site and an assessment of the groundwater has been completed. The soil is a Spanaway gravelly sandy loam, 0 to 3 percent slopes, the Spanaway gravelly sandy loam, is listed as Hydrologic Soils Group A which has a high infiltration rate when thoroughly wet and represents over 100% of the project site, please see report in appendix. To evaluate the soils on the project site, All American Geotech. excavated three test pits on-site for analysis. Soil samples were taken and analyzed and a recommended infiltration rates was given for the site. The infiltration rates for the three holes were analyzed and a long term infiltration of 10.0 inches per hour was recommended. Amended sand has also been recommended for the treatment of the stormwater before infiltration if infiltration trench are used on the project site. Off Site Analysis There is no offsite stormwater coming onto the project site at this time and there is none expected after this project has been completed. There are no streams, creeks, rivers or ditches flowing through the property that ma y need to be analyzed. There are no wetlands on or near the project site. This project will infiltrate 100 percent of the stormwater coming from rainfall through infiltration. An Off Site Analysis is not required for this project. Wells and Septic Systems There are no wells on the project site. There is an on-site septic system on the project that will be abandoned per City of Yelm requirements. According to the Thurston County Geodata Center this project does not lie within a well head protection area. The FEMA Panel Number for this project is 0345. This project will connect to City sewer and water. Analysis Of The 100-Year Flood This project does not lie with the 100-Year flood hazard zone. Drainage Report Section 9 – Utilities Utility will be installed as to not interfere with stormwater facilities. Water and electrical lines shall be installed through under ground trenches directly from the highway to the structures as to 5 not interfere with the stormwater infiltration galleries. There will be no septic drain fields required for this project. This project will be on the City of Yelm’s sanitary sewer step system. Drainage Report Section 10 – Covenants, Dedications, Easements The Owner of the property will be responsible for the preservation of the drainage system on this site. The Owner will check, service and maintain all of the stormwater facilities on site. Because there is only one owner for the parcels there may not be a need for easements, dedications and covenants at this time, but they can be implemented in the future if necessary. Drainage Report Section 11 – Property Owners Association Articles of Incorporation Articles of incorporation and a property owners association are not required for this project. Drainage Report Section 12 – Other Permits or Conditions Placed on the Project A permit to access Myers Street will be applied for once the project has been approved and a new construction entrance will be required. The Department of Ecology will not require a construction stormwater permit for this project. 7 MR #2: CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) A Construction Stormwater Pollution Prevention Plan (SWPPP) will be developed prior to construction to address erosion and sediment control anticipated during construction. The Construction SWPPP will address all twelve elements as required by the City of Yelm. MR #3: SOURCE CONTROL OF POLLUTION Commercial Source Control is addressed with onsite treatment and detention of stormwater produced by the developed site. Amended soils and soils infiltration will remove the sediments and heavy metals coming from the project site. All roadways, sidewalks, driveways and parking lot drainage will be treated by one these methods. All of the driveway area will be infiltrate through rain gardens or biofiltration swales. All of the roof area runoff will directed toward infiltration areas where it will be infiltrated into the ground. The property owner will have a copy of the Pollution Source Control Program as found in the Stromwater Maintenance Plan Section VII below. The Source Control Program describes the Best Management Practices (BMPs) for commercial products, pesticides, fertilizers and remodeling. CORE REQUIREMENT #4: PRESERVATION OF NATURAL DRAINAGE SYSTEMS AND OUTFALLS There are no natural discharge locations to preserve on this site or adjacent to the site. There is no indication on the project site where rainfall is flowing through a ditch line, channel, trench, raven, stream or waterway. Rainfall coming onto the site at this time in its natural state is infiltrated into the ground. This site has not known to have high ground water and the soil has shown a capacity to infiltrate all of the rainfall. It is the intent of the stormwater facility that has been designed to mimic the natural state of this site. Adjacent properties to the northwest and southeast are roadways system for the state highway and Myers Street which is a Cit y Street. Property to the northeast and southeast have been developed into large residential lots and. MR #5: ONSITE STORMWATER MANAGEMENT This project will infiltrate 100-percent of the stormwater on-site and will not qualify for flow control exemption in accordance with the Manual. Under the Section I-3.4.5 MR5: On-Site Stormwater Management, Compliance Option by Project Type specifies “ Projects that Trigger Only Minimum Requirements #1-#5 … shall either: • Use the LID BMPs from list #1 for all surfaces within each type of surface in List #1; or • Use any Flow Controls BMP(s) desired to achieve the LID Performance Standards, and apply BMP T5.13: Post-Construction Soil Quality and Depth.” 8 This project will utilize the LID BMPs from the List #1 approach to handle the stormwater coming from the project site. From Table I-3.2: The List Approach for MR5 Compliance, List #1 there are three surface types. “Surface Type: Lawn and Landscaped Areas” “Lawn and Landscaped Areas” has only one choice or option which is “BMP T5.13 Post- Construction Soil Quality and Depth”. This BMP requires all disturbed area shall be required to have amended soil as required in the BMP. This is the only option for lawn and landscaped areas and will be implemented on the project site. “Surface Type: Roofs” The “Roof” surface type has 4 options: 1. BMP T5.30: Full Dispersion or BMP T5.10A: Downspout Full Dispersion 2. BMP T5.14: Rain Gardens or BMP T7.30: Bioretention 3. BMP T5.10B: Downspout Dispersion System 4. BMP T5.10C: Perforated Stub-out Connection Option #1 BMP.T5.30: Full Dispersion, this site can not meet the Requirements of due to the size and location of the lot. Under BMP T5.30, the site “must be laid out to allow the runoff for the impervious (or cleared ) surface to fully dispersed into the preserved dispersion area”. There is not an option to have a dispersion area on this parcel due to the size of the lot. It is feasible to use BMP T5.10A under option 1 because of the size of the lot we can meet the parameters required for Downspout Dispersion Systems. BMP T5.10A: Downspout Full Infiltration are trench and drywell designs intended only for use in infiltrating runoff from roof downspout drains and not for pollutant generating impervious surface. Soils’ testing is required for this BMP to determine the type of soil to size the infiltration trenches. All American Geological Service has been employed to complete the soil analysis for the project site. This soil, according to the Soil Conservation Service, is a class A soil which indicates that the size of the trench are required to be 20 lineal feet long to every 1000 square feet of roof area. Option #2 BMP T5.14: Rain Gardens and BMP T7.30: Bioretention can also be implemented on the project site through the landscaped areas along the sides of the structures. Under this option Bioretention would be the best option between the two BMP’s. The design criteria for Bioretention would require the size of the area to be at least 5% of the area draining to it. In this case at least 158 square feet. 9 Option #3 BMP T5.10B: Downspout Dispersion System and Option 4 BMP T5.10C: Perforated S\tub-out Connection would not be feasible for this project. There is no where to place a dispersion trench so it would flow into a large natural drainage area for BMP T5.10B to work and the City does not have a stormwater sewer system in which to connect a perforated stub-out connection which would allow the stormwater coming from the roof area to go into. “Surface Type: Other Hard Surfaces” The “Other Hard Surfaces” has 4 options: 1. BMP T5.30: Full Dispersion 2. BMP T5.15: Permeable Pavements or BMP T5.14: Rain Gardens or BMP T7.30: Bioretention 3. BMP T5.12: Sheet Flow Dispersion or BMP T5.11: Concentrated Flow Dispersion Option #1 BMP.T5.30: Full Dispersion, this site can not meet the Requirements due to the size and location of the lot. This BMP allows for "fully dispersing" runoff from impervious surfaces and cleared areas of Project Sites into areas preserved as forest, native vegetation, or cleared area” which this lot can not do. Option #2 BMP T5.15: Permeable Pavement or BMP T5.14: Rain Gardens or BMP T7.30: Bioretention, Rain Gardens or Bioretention would be the best choice to design for the paved area on the project site. The design criteria for Bioretention would require the size of the area to be at least 5% of the area draining to it. The impervious surface area of the parking and drive area is equal to 6,782 square feet times the 5% rule would require at least 340 square feet of Biofiltration area. Option #3 BMP T5.12: Sheet Flow Dispersion or BMP T5.11; Concentrated Flow Dispersion would not be feasible due to the size and location of the project. + 10 11 12 CONTACT INFORMATION PREPARER INFORMATION AAG PROJECT NUMBER: AAG22-094 CONTACT: CURTIS D. CUSHMAN ADDRESS: 8947 BUTTONWOOD LANE NE TELEPHONE: OLYMPIA, WASHINGTON 98516 TELEPHONE: (360) 491-5155 CELL/TEXT (360) 481-6677 EMAIL ADDRESS: CURTIS.CUSHMAN@COMCAST.NET CLIENT INFORMATION CLIENT: EARSLEY INVESTMENTS 11 LLC TELEPHONE: (360) 426-6697 BILLING ADDRESS: EARSLEY INVESTMENTS H LLC 111 N G STREET TACOMA, WA 98403 CONTACT: TURNER CONSULTING ENGINEERS LLC 4405 27TH AVENUE SE LACEY, WA 98503 TELEPHONE: (360) 491-6700 SITE ADDRESS: 108 YELM AVENUE W YELM, WASHINGTON PARCEL: 85800100200 GPS LOCATION: 46.94266 -122.60704 degrees ALL AMEIRJCAN GEOTECHNICAL SOIL EXAMINATION & PITTING EARSLEY INVESTMENTS II 111 N G STREET TACOMA, WA 98584 SEPTEMBER 17, 2022 RE: SOIL PITTING 108 AND 111 YELM AVENUE W YELM, WASHINGTON 46.94266 -122.60704 DEGREES PARCEL 85800100200 Dear Sirs: Earsley Investments II (client) hired All American Geotechnical, Inc. (AAG) in August of 2022 through William Turner (contact) of Turner Engineering to do a pitting project at the above location. Laboratory analyses were also done for three pits dug by backhoe on August 31, 2022. Curtis D Cushman L.E.G. L.G. and Blaise Jelinek E.I.T. of AAG were on site. Pits were located on a map provided by the contact. These are on a parking area covered in gravel. This gravel had been placed on an irregular land surface of the following soil (from the USDA WSS): 110—Spanaway gravelly sandy loam, 0 to 3 percent slopes Map Unit Setting • National map unit symbol: 2ndb6 • Elevation: 330 to 1,310 feet • Mean annual precipitation: 35 to 65 inches • Mean annual air temperature: 50 degrees F • Frost -free period: 150 to 200 days • Farmland classification: Prime farmland if irrigated Description of Spanaway Setting • Landform: Terraces, outwash plains • Parent material: Volcanic ash over gravelly outwash Typical profile • H1 - 0 to 15 inches: gravelly sandy loam • H2 - 15 to 20 inches: very gravelly loam • H3 - 20 to 60 inches: extremely gravelly sand Properties and qualities • Slope: 0 to 3 percent • Depth to restrictive feature: More than 80 inches • Drainage class: Somewhat excessively drained AAG22-094 8947 Buttonwood Lane NE, Olympia, WA 98516 2 Phone #: (360) 491-5155 Cell #: (360) 481-6677 ALL AMERICAN GEOTECHNICAL • Capacity of the most, limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) • Depth to water table: More than 80 inches • Frequency of flooding: None • Frequency of ponding: None • Available water supply, 0 to 60 inches: Low (about 3.8 inches) After digging through the gravel, which ranged from near 0 to over 6" thick, this very gravelly soil was encountered. In a short interval, the soil horizons became indistinguishable from the underlying geology (from the Washington Geologic Information Portal): Geologic Age:Pleistocene Geologic Unit Label:Qgog Lithology:continental glacial outwash, gravel, Fraser -age Named Units:mostly Vashon Stade in western WA; unnamed in eastern WA Symbology:Pleistocene continental glacial drift This material is very "bony" with cobbles and coarse gravel. The three attached gradations indicate that the fraction above the #4 sieve (4.75mm) is in the 70+% range, hence the classification of GW — Well graded gravel with sand or GP — Poorly graded gravel with sand. Samples were taken from the 8 to 10 -foot depth interval; in all three test pits labeled TP -1. TP -2, TP -3. These were submitted to the Mayes Terracon laboratory in Tacoma, Washington for gradation testing and Soiltest Farm Consultants of Moses Lake, Washington for Cation Exchange (CEC) tests. The Massmann equation was used to determine the rate of infiltration. The results of the gradations and CEC tests follow this text. The Massmann equations show high rates of infiltration and the CEC values are low. The services described in this evaluation were prepared under the responsible charge of Curtis Cushman, L.E.G. Curtis Cushman verifies the accuracy of this report as well as all assumptions relied upon in the report. If you have any questions concerning the above items, the procedures used, or if we can be of any further assistance please call us at the phone numbers listed below. Respectfully Submitted, ALL AMERICAN GEOTECHNICAL, INC. �—� 7, 2 cJ z ti �24 g Geologist Curtis D Cushman, L.G., L.E.G. 39 `n0 Senior Engineering Geologist Curtis Dean Cushman AAG22-094 8947 Buttonwood Lane NE, Olympia, WA 98516 Phone #: (360) 491-5155 Cell #: (360) 481-6677 ALL AMERIcA.N GEOTECHNICAL LABORAToRy ANALYSIS Soil PAP 02 soiltest firm consultants, hic. 5 12001764.1622 SOILTEST FARM CONSULTANTS - 11 Date Received: 9/712022 2925 DRIGGS DR Grower. ALL AMERICAN GEOTECHNIC Field: TP -1 Moses Lake, WA 98837 Sampled By: -aboratorV #: 522-18808 Customer Account #: Soil Test Results Customer Sample ID: Cation Exchange CEC 4.6 pH 1:1 E.C. 1:1 no.mhoo/cm Est Sat Paste El. nnmhoo/un Effervescence Lbs/Acre Ammonium N mg/kg Organic Matter VV.B. 9& ENR: OILTEST FARM CONSULTANTS - 11 Date Received: 9/7/2022 2925 DRIGGS DR Grower: ALL AMERICAN GEOTECHN IC Field: TP -2 Moses Lake, WA 98837 Sampled By: LaboratorV #: S22-18809 Customer Account 4: Soil Test Results Customer Sample ID: Cation Exchange {EC meq/100B 47 pH 1:1 EI.1:1 m.nohos/rm Est Sat Paste E.C. mmhoo/cm Effervescence ;DTESTFARM CONSULTANTS '11 )Z5D0GGSDR mesLake, WA 9883 boratory #: S22-18810 Lbs/Acre Ammonium N mg/kg Organic Matter W.B. % ENR: Date Received: 9/7/2022 Grower: ALL AWERKANGEOTE[HNkC Field: TP -3 Sampled By: CustomprAccount #: Soil Test Results Customer Sample ID: Cation Exchange [E[ meq/1008 6.4 pH l:1 E.C. 1:1 m'mhus/cm Est Sat Paste E.C. m.mhm/on Effervescence Lbs/Acre Ammonium N mg/kg Organic Matter W.B. % ENR: /\/\G22-094 8947Buttonwood Lane NE, Olympia, WA9X5l6 4 SIEVE ANALYSIS TP -1 kw ALL AMERICAN ICAN EOTECHNICAL AAG22-094 8947 Buttonwood Lane NE, Olympia, WA 98516 Phone #: (360) 491-5155 Cell #: (360) 481-6677 oaoo�00000000�999MO e �a� aye o o 000ggoog oa N N -------------------- S o o ---------- S o ---Opm T1 W ID It7 It ,11"e7 `C e7 N�yC4 MN NNG+1.- :2 � CCJ 0 6 &ID v a oo 0.O p. pp ulNW eN•[] cl G t7 rm Gi t] 0O 'pfl W8., Cj!b0 u7�O %;_�n M t3 hl .- Q �a a Q C? 6uissod A G In s0 0 It It it v U F4 GI+ qq44 yFq4 ��QQ O 4 L2 Z2 Q Q Q Q R 01 On 'saw � Q �4 xa • N N 3Q aQ ��YY o rN<- It It 11 — N ,, EEEEEE " E � +n�a�yyco, 2 ou F �w N u Cliff fill 11 11 as$g tciooa' e s 4 3f P O x, u� +0110 ° d m o ! 9. 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Site Address or Legal Description: Parcel Numbers: 85800100100 & 85800100200 Section 13 Township 17 Range 1E Plats YEL13 ADDITION BLK 1 LT 1 & 2 Document 008/022 -, Project Description: The intent of the developer is to build parking space for his neighboring business. 3. Site Description: The two parcels are relatively flat. Both are near rectangles and together they are nearly a square. A drainfield occupies the Westside of the parcel. The eastside of the parcel is leveled with crushed stone. 4 Siatinuary of soils work performed: Three test pits were dug on the site to a depth of 10 feet beton- ground surface. Samples were collected from each of the test pits for grain size analysis and cation exchange capacity-. ?. additional soils rework recommended: No additional soils work recommended at this time 6. Findings including pre -development site percolation rates: The following percolation rates were calculated using Massmanu's Equation: TP -1 135-inlhour TP -2 43-in/hour TP -3 92-in/bour 7, Recornmendations. We recommend that the project proceed. I hereby certify- that I prepared this report and conducted or supervised the preformances of related work. I certify that I am qualified to do this work. I represent my work to be complete and accurate within the bounds of uncertainty inherent to the practice of soil science and to be suitable for the intended use. 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Fw1• Un� 11 0 oo noUhnn 0 0 gnignneer 4405 `nth Ave SIE Sm'te 301 Lacey, WA 98503 360-491-6900 REVISION BLOCK: m U7 o m Ln � Q m LD 0 0 W O N \� IIIIIIIIIIIIIIII m r F- ;U = Q nO 00 -9 0-p OO �n _ -u> F9 K:M C L!l C7�;u r p �� O Qnr O o 0r oa > -9 m U)o > m � Q o m a po C0 � � o0 � Z0 r �� = Q� Lo _ 9 D co 0 DESIGN INFORMATION PROJECT IDENTIFICATION No. FILE NAME: General Site Plan C&C/ ACTION DESIGNED BT 9-19-22 DRAWN JB 9-19-22 CHECKED BT 9-19-22 PLOTTED DATES �f � \� IIIIIIIIIIIIIIII ��y�y�/��`f� �I11�II111�I�1I1�1I1�II111II�11 F9 K:M C L!l r p Q *p U Qnr O o 0r oa > -9 m U)o > m � Q o u c fp In F9 s� m � --Az- O 9 Q =0Cn o V) rn - o co 0 DESIGN INFORMATION PROJECT IDENTIFICATION No. FILE NAME: General Site Plan C&C/ ACTION DESIGNED BT 9-19-22 DRAWN JB 9-19-22 CHECKED BT 9-19-22 PLOTTED DATES C/I ('D cn M z N) C) C-) m C CL CD CD 0 0 0 3 0 0 C) Cr Cj) CD -4 CL CD 0 Cn 0 0 0 0 4 4 3 CD 1L m W CD 3 0 z cc w a3 G) CIO fm ID �- 0 0 11 jj CD co Cl) W F-1 I I 1 T C/) 3 0 CoQ :3 11 9 CD CD (D (D 0 Cr CD =r CD CD 0 > IO CD 0 CD C _IIICn CL CnCD cc C 0 CD m CL CD o 23 U1 CID ML CL Cn o < Co CIO CCD M Z3. CD CL (D (D :5 (D 3 C: Cr 0 In -1- 0) 0 0 -0 rx CD 3 0 Cn -0 (D N x zr 'm rL @ CL Z1. Z' CID, :3 CID 0 CD CD (D o CD Cr CD (D (D 0 a a rok o CD 0 (n 3 :5. (D cD CL 0 0 w Zy CD CD 0 cl) r1pik :3 0- CD CD 0 3 =r O. CL -0 (D C/)0 0 (D Q 00 ;) =r Cn CD or I 0 E (10 CD Do cc CDm a- z Q@ 0 <D (D C- 0 :3 (D Cr C0 (0 2) 8 ED 0 0 N. (D Ea C CL -C3 3 CL w Cn C/) 0 0CO=T 0 CD > 3 m REVISION BLOCK: DESIGN INFORMATION EarsRey Ca=erdaR i'D-u'Rd' F-F] Wl PROJECT IDENTIFICATION No. (_0 Umar FILE NAME: General Site Plan F7 w" 0 F7 I I I I C&C/ 77 12 - 09 0' CD stormwateir 0 ACTION 0i DESIGNED BT 9-19-22 0 9-19-22 CD 113 CA =) Notes & Detafls 4405 7th Ave SE Suite 301 DRAWN Lacey, WA 98503 CHECKED BT 9-19-22 360-491-6900 PLOTTED DATES