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Storm Water 2 BLD-2019-0040 3930 Rock Ridge Parkway
1TYO� Storm Water Minimum Requirements #2 ENGINEERING DEPARTMENT ' , PI. , �! 904 6th Street Anacortes,WA 98221 \:(1111 �' FILEt; www.anacorteswa.gov C O Official Use Only: (Information to Inspectors) Required Storm Water Facility and other related requirements: x 8rnP T5.t?) - fk-fae -m s_Ae m - Nees.- es,- ' - s- 24, 1•- 5161-1 D mac.L tF 'I�'� c ._ Fps esZ_G SPtu_ PiZ'N'* c c.ts, +.1 s RAm p 120 I tt E a ••fla , E 241.1P Meat tea- LE Cm1 z "- Project Address: 3930 Rock Ridge Parkway Submittal Date: January 24, 2018 Parcel Number: P133952 Revision Number: 1st Submittal Permit Number: BLD-2019-0040 Acceptance Date (COA): oZ.ZS•tcl Reviewer: Steven Lange FRONT OF REPORT Goy Fb•1LrlctP41-•tap IN Lomt'ty. ts1L tt-+t=o �X Submittal Checklist: C1Q'4 -. ,Nr-zzl>t'",b s o TAB 1 - Drainage Analysis - Minimum Requirement#2 o APPENDIX 1 - Survey performed by a Professional Land Surveyor o APPENDIX 2 - Model Soil Management Plan for BMP T5.13 o APPENDIX 3 - Determining Construction Site Sediment Damage Potential (Appendix 7) o APPENDIX 4 - Site Plan with all applicable information (Minimum Size 11x17- 30 scale) o APPENDIX 5 - Documented Site Photos (North, South, East and West) Project Description: (What is it you are looking to do? Provide details regarding, but not limited to, Lot SF, Home SF, New and Replaced Hard Surface) Construction of a new 4,165 SF home on a 10,542 SF lot. The new and hard replaced surface is 4,432 sq.ft. for the house and deck with an additional 784 sq.ft. in driveway. This is a total of 5,216 sq.ft. Existing Site Conditions Summary: (Additionally, provide information on previous permits, if any, like Grade and Fill, Clear and Grade, topography, vegetation, drainage, Critical Areas adjacent to the site and how it may affect this project if soils are disturbed, Soils Type (Included in Soils Analysis Report), Erosion Problem Areas, Construction PhasinglSequence) The site was developed under Rock Ridge Phase 4, which had all the appropriate permits and has been accepted by the City of Anacortes City Council and recorded. The site is sloping mostly from east to west within home site. The average sloping grade is around 35%. This site is part of a Common Plan of Development. The development had the detention pond upsized for flow control for both Rock Ridge Phase 4 and 5. This was accepted April 12, 2018. The report is part of the recorded subdivision and covered Minimum Requirements 1, 3, 4, 5, 6, 7, 8 and 9 for each lot. Therefore, this project is submitting Minimum Requirement 2 only A soils analysis was not done for this site since it is solid rock and is identified as impervious surface. There are no known critical areas adjacent to this property that would offer any concern by building on this property, or any Erosion problems by building on this site. Construction Sequencing: (Note: sequence may not fall in this order, but close) o Installation of Erosion and Sedimentation BMP's. o Minor rock excavation work to ensure compliance with required BMP's under Minimum Requirement 5 and 6. o Installation of the footings and foundations. o Construction of the home. o Connection of the utilities to the home. o Installation of MR#5 required BMP's o Backfill of site with BMP T5.15 Post Construction Soils, Landscaping, driveway, driveway access. See Appendix - Model Soil Management Plan for BMP T5.13 Developed Conditions Summary: (Additionally, to be shown on the site plan. Identify cut and fill areas, proposed slopes of all hard surfaces , proposed contours) Proposed slopes on hard surfaces are showing. Site plan is showing proposed grade. Cut and fill dependent on how much rock needs to be chipped out. Site Sediment Transport Score: 100 Total Points (Hiqh\Low) (See Determining Construction Site Sediment Damage Potential (Appendix 7) Complete the Applicability Requirements — Flow Chart (Figure 1-2.4.1 Attached, Figure 1-2.4.2 Attached) - Highlight the path and attach DOE Stormwater Management Manual Minimum Requirements: (MR#1 to MR#9 only). Refer to the 2012 Department of Ecology Manual, as amended in 2014 for further required information. ttart Here . .. if . YesSee Reitigiv .4, ,.._-:',71 '-'1';':.`"'t, ia.,:': n .-,-,',_ '.,-• ',equl rwments aria Fioter C ha. No u sthe prQject con v rt acres or more of ve.Getamor. . Does the project iresuU it , lawn oir ;iartdSCapeci areas, or .. O + sqt.t,are feet, or No convert 2,5 acres or i(I I I;!'E' of greater, i.af new Oius a ve vegetation /o fc:�5t re 'eclaoed �h. rd surface, �a4 ( / area. •' 1 o ''', N .19 P ` es �``.,j.. Yes ,*, C+3+es the pnoect reasJEt its 2.COI. r,. Square o , of n-, p] ,. ��.a�re i: t, orii . Ail liini unl ' 'ere u re, le-nts ir5?I la hard u yti area? , apply to new and r� ;pl,i ed . _ w • hard .s .dies ,and iconverted . No ''iegetatiion areas_ s �.,`` Glees the project have -lam Min-� ns r ire istu�rbir g .a��ti��iw.i s ►,000 through *5 .apply to the Bey,'.' .4sa..uare 3 ei or -tr., LLnd pc d h rdYes and 'tire land disturbed_ No • tilininlut» Requirerne:nt *2 : apphge:,_ ik Figure 2_ 1 . Flow Chart for Clheterrninino RequireniEb,nts for NE. Iti Development 21 wPART : dT 1,7F lc 0 �w ek isel ..rune 1 1.... 0 c; litiliti .1.41~1.11141/111.0111.11111•1111111.11•11111111•0•11.1.10.1.01110.01/11016/110••••••••••MM10601•114.1111.1••••••••••••••••••••••.......1.......,Aweasfr Please see ilft. ..,s.vx 144.eq. *'a.goki: 0, :rv:n.1ir''i Xar' apyrt ri lc-,c v :l i V1Ing perniIss ors, 3 to of tr a Ott I 1 gro 1 1.'n i?tallor- �1 t1 11ft), a1c1 lsclaL rer. Does th .prq- . resui,rt 41.1 2,0OD SgQa.re feet ;r srp re; fi:ei,, L-1?k.,-s r—epl,=:...d:d h.Ar ri su.rface. :ire- OR w . - . ., Y y,;,., toka! 7. Qi i s>r.}.t . r ,s t : ,1- ,,-a;�.- ,(--'' Ves _ NO i M -1- _i 7 F e•: :,):.-:-,a-,`- ,:t. r'!-:. -s «-' ' ,ap ai•y to ri' e r e►xi' and rwplaced ha '' 4 :Minimum Requirement ent 2 applies_ siarfaces :aim tie lia ct gist:. : Next Question ' ref .:..• '� + �,jj'[ ,�Y. �+►,� p f �+s -...p tr .L a.�"' . rif fir' -oT !)- J s. : 9 a FIB ' ,.•� C`I 4 Y Ir+�a Convert t 32:, a cress or more of veig etation cz.: ,a ii i or Landscaped arras': :,,-e 2.ft acres Or- of r alive vegetatjort ta Pasiure7' s IN° . RaliPOtrtetvls amply : Next 0, to the ew hard surfaces .arid the . II* --, No Yes Does The pr e t add 5.00 3 squarefee: or rr:; - ,-,; new . , .. i No VeS _ 4. r+ Do the new hand , ,C,00 sqi..iare Feet c surfaces .add tO% .�,. No : e Mto Iir ` N more tilt.? .�(s n requirr:n �e �a> .. + 5 .the value r the proposed im ►rc 4� rr► :~I_r h.:. p'r�gu limits? ? ire Flu+di interior imrn�+w� r :-1 - �►, ,:. o assessed�--- �� 1 �r replacement.rn .._..�_._......�' ... �;, ?� Y the .asp �d :�,��u� � � ��� �nw - 4, a)thr.t Cif the etistin sire „,, : -�y o;:r.-.,r .-r., w7, ~ Yes ,, .. t !Whin/urn u RPluir t ts_ � to the new 'faced tb. rd •s wa s and converted vegetation areas. '4 -'/Ves . 1111 Fi u.1re - - , F r -`� i11t or eter miinin(- c sire e �' for ��' 0225 t5 Recie\irE.1,,lopnient DEPART P e M 1 O• F A Q � -zLZ._ mV.- Z f-Lkq. C.1amr t.c R? J 0 F-- Rvt2� 'r'i.i.iiii Vied „tun ^ ECOLC) ( 1Y1 ' zi 3: , r:A AVIV.►.Ky-4va.gotivopiovi'rmr','1t,'t r eJpyrl :nt 'lotu? inc u.iln9 gkernVisicos. State of VA'ash 1 l r*r ,, r rrlr3C4r c iiaDlllt', a"d dtscJ. ri i. ._ 3 � 1 TAB 1 (MINIMUM REQUIREMENT#2) • 1-2.5.2 Minimum Requirement#2—Construction Stormwater Pollution Prevention Plan (SWPP) - All projects are required to complete Minimum Requirement 2. - Refer to the 13 Elements of the SWPP (See document below, complete and attach) - See attached Table 4.1.1, Table 4.2.1 and Table - Provide Engineering Calculations as an attachment for Sediment Ponds\Traps, Diversions, Waterways and Runoff/Stormwater Detention Calculations. See attached 13 Elements of a Construciton SWPPP. The Site Plan will be added to the Appendix 4. BMP C162 Scheduling: Construction Sequencing: (Note: sequence may not fall in this order, but close) o Installation of Erosion and Sedimentation BMP's. o Minor rock excavation work to ensure compliance with required BMP's under Minimum Requirement 5 and 6. o Installation of the footings and foundations. o Construction of the home. o Connection of the utilities to the home. o Installation of MR#5 required BMP's - NbTE A. gE 13I.74)4 Li' i af.a Doi L �$S trE VA at-41-14 ,,b4-4c.ia A--.c 1 NS9ZZ_Y1oiJ 112011,► i Table 4.1.1 Source Control BMP's by SWPPP Element Element #1 Element #2 Element#5 Element#6 Element#9 Element#11 Element#12 Element#13 Preserve Establish Protect Low BMP or Element Name Stabilize Protect Control Maintain LIanage the Vegetation/Mark Construction Soils Slopes Pollutants Bf�1Ps Project Impact Clearing Limits Access Development BMP C101: Preserving Natural Vegetation ✓ BLIP C102: Buffer Zones ✓ ✓ BMP C103: High Visibility Plastic or Metal ✓ ✓ Fence BLIP C105: Stabilized Construction Entrance !Exit ✓ BMP C10G: Wheel Wash BLIP C107: Construction Road/Parking Area Stabilization BMP C120: Temporary and Permanent ✓ Seeding ✓ BLIP C121: Mulching ✓ ✓ BMP C122: Nets and Blankets ✓ ✓ BLIP C123: Plastic Covering ✓ BT1P C124: Sodding ✓ BLIP C125: Topsoiling /Composting ✓ BLIP C126: Polyacrylanide for Soil Erosion ✓ Protection BMP C130: Surface Roughening ✓ V BMP C131: Gradient Terraces ,/ V BLIP C140: Dust Control ✓ BMP C150: Materials On Hand ✓ ✓ BMP C151: Concrete Handling V Bfw1P C152: Sawcutting and Surfacing Pollution Prevention BMP C153: Material Delivery, Storage and Containment BLIP C154: Concrete Washout Area ✓ BLIP C160: Certified Erosion and Sediment Control Lead BMP C162: Scheduling ✓ Table 4.2.1 Runoff Conveyance and Treatment BMP's by SWPPP Element Element a3 Element td4 ElenneM fr6 I Ek ment N7 M Bernard 1 a Element in Element*10 Flernont#13 amp c r Opulent Name t�t�nt Na Control trxstnll Protact f otact Stabilize I Control Control Duo- Prot c Low Channais impact --- _ NM Rates t' lfrols Slopes Drain Inlets and Outlets Pollutants Watering .)eveluptnent t}?JP c200; Aeterc ptoc Dike and Swale ✓ f 311AP C201: Grans-1_rncd Channui 3'AP C202;Channel II =11h,1P Cla3: 'h:htnr Oars v. !' 1 13MP C204: Pipe Slope Drains LIMP C208: Sublurtaco twlas aNIP C206: Level Spreader urMMP C207: Check Dams ✓ F MP C20$: Triangular Silt Dike gileotexille i Cncneod Check Doan) 'f AMP C209: Outlet Protection BMP C220: Storm Drain inlet Protection. dMP C231: Brushy Barrier ►f ,' 8MP C232: Oravel Sean V — AMP C233; Slit Pence E.17IP C234: Vegetated strip ✓ Yf lWattl<:s 13MP C236: Vegitotivc Filtration BMP C2407. SadImont Trap ,/ ►� BMP C241: Temporary Sed7mer t Pond ,% ®MP C250 Construction Stoner*der Cheeriest Trea1n nt BMP C251:Construction Stormxutot Filtration I '� BMP C252;High pH Neutralization Using i Co*BMP C253:pH Cintrr1 for High pH Water V 13 Elements of SWPPP (Construction Stormwater Pollution Prevention Plan) Please check off boxes to show that each element has been read and understood. Provide details where applicable and if certain aspects are unnecessary or exempt, clearly justify. Details of the 13 Elements and the correlating BMPs are listed Above from the 2014 Stormwater Management Manual for Western Washington (SWMMWW). A link is provided on the City of Anacortes website, under Planning, Community, & Economic Development Department, as well as under Stormwater on the Engineering Division of Public Work's page. Owner Name: Steve Bleistein Site Address: 3930 Rock Ridge Parkway Prepared By: Jim Sykora and updated by Steven Lange (COA) The Stormwater checklist or building permit determined that: ❑ The 13 elements must be addressed L'These elements must be addressed for construction activity adding under for construction activity adding 2,000 2,000 sq. ft. of hard surface area. sq. ft. or more of hard surface area. This means that an attached narrative and site plan are required with this document. Under each element, explain the best management practices (BMPs) used or justify reasoning for those that will not be used. If needed, please attach a narrative to further explain plans or justification. ELEMENT 1: Preserve Vegetation/Mark Clearing Limits ❑ Before beginning land disturbing activities, including clearing and grading, clearly mark all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area. ❑ Retain the duff layer, native top soil, and natural vegetation in an undisturbed state to the maximum degree practical. Site was cleared in approximately 2010 prior to the construction of Rock Ridge Phase IV being constructed. Under a Clear and Grade permit for Rock Ridge Phase IV, under brush and alder trees that had grown in the last 7 years was cleared off the lot. ELEMENT 2: Establish Construction Access ❑ Limit construction vehicle access and exit to one route, if possible. ❑ Stabilize access points with a pad of quarry spalls, crushed rock, or other equivalent BMPs, to minimize tracking onto roads. ❑ Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. ❑ If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day, or more frequently as necessary (ex: wet weather). Remove sediment from roads by shoveling, sweeping, or pick up and transport the sediment to a controlled sediment disposal area. ❑ Conduct street washing only after sediment is removed in accordance with the above bullet. ❑ Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. We will utilize BMP C107 Construction Road\Parking Area Stabilization. The installation and maintenance specifications are attached to the 13 Elements. ELEMENT 3: Control Flow Rates ❑ Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. ❑ Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading. Assure that detention facilities function properly before constructing site improvement (e.g. impervious surfaces). ❑ If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. Since the site is solid rock with a layer of soil on top of the rock, The site will utilize BMP C162 Scheduling to help with flow control. Gutters will be installed with temporary downspouts to the gutter downspout piping to convey any potential increase in runoff away from the site. The project will utilize existing BMP C233 Silt Fence along the westerly boundary. Additionally, the project will utilize BMP C212 Mulching along the west boundary, along with BMP C235 Wattles. If BMP C240 is necessary, the proposed location will be in the south portion of the lot, where the Concrete Washout area is proposed and the Concrete Washout Area may need to be moved to the West 11th St parking area identified on the site plan. This BMP will need to be designed and reviewed by the COA prior to implementation. 100 Percent of the site naturally discharges to the west. The project will install a Cistern and pump system to pump the water back up to Rock Ridge Parkway. A Drainage BMP Facilities Maintenance Covenent will be recorded with the property, along with the manufacturer's recommendation on maintenance. ELEMENT 4: Install Sediment Controls ❑ Design, install, and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. ❑ Construct sediment control BMPs (sediment ponds, traps, filters, etc.) as one of the first steps in grading. These BMPs shall be functional before other land disturbing activities take place. ❑ Minimize sediment discharges from the site. The design, installation and maintenance of erosion and sediment controls must address factors such as the amount, frequency, intensity and duration of precipitation, the nature of resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. ❑ Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP, but must meet the flow control performance standard in Element#3, bullet#1. ❑ Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. ❑ Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal, and maximize stormwater infiltration. ❑ Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. The sediment controls have been identified on the site plan and are included in Appendix 4 of this report. BMP's that will be on-site for additional protection are: BMP C235 Straw Wattles, BMP C240 Temporary Sediment Trap (if necessary). ELEMENT 5: Stabilize Soils ❑ Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to: temporary and permanent seeding, sodding, mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylamide (PAM), the early application of gravel base early on areas to be paved, and dust control. ❑ Control stormwater volume and velocity within the site to minimize soil erosion. ❑ Control stormwater discharges, including both peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. ❑ Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion. o During the dry season (May 1 — Sept 30): 7 days o During the wet season (Oct 1 —Apr 30): 2 days ❑ Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. ❑ Stabilize soil stockpiles from erosion, protect with sediment trapping measures, and where possible, be located away from storm drain inlets, waterways, and drainage channels. ❑ Minimize the amount of soil exposed during construction activity. ❑ Minimize the disturbance of steep slopes. ❑ Minimize soil compaction and, unless infeasible, preserve topsoil. Exposed stock piles will be covered with BMP C123 Plastic Covering and other exposed areas with BMP C121 Mulching. ELEMENT 6: Protect Slopes ❑ Design and construct cut-and-fill slopes in a manner to minimize erosion. Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces (Ex: track walking). ❑ Divert off-site stormwater (run-on) or ground water away from slopes and disturbed areas with interceptor dikes, pipes, and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. ❑ At the top of slopes, collect drainage in pipe slop drains or protected channels to prevent erosion. o *Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a 10- minute time step from a Type 1A, 10-year, 24-hour frequency storm for the developed condition. Alternatively, the 10-year, 1-hour flow rate predicted/indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (VVWHM) to predict flows, bare soil areas should be modeled as "landscaped" area. o Where 15-minute time steps are available in an approved continuous runoff model, they may be used directly without a correction factor. ❑ Place excavated material on the uphill side of trenches, consistent with safety and space considerations. ❑ Place check dams at regular intervals within constructed channels that are cut down a slope. ❑ Consider soil types and its potential for erosion. ❑ Stabilize soils on slopes, as specified in Element 5. ❑ BMP combinations are the most effective method of protecting slopes with disturbed soils. Ex: Use both mulching and straw erosion control blankets. The Natural Discharge location will be protected by BMP C233 Silt Fence. ELEMENT 7: Protect Drain Inlets ❑ Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. ❑ Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage (unless a different standard is specified by the product manufacturer). ❑ Where possible, protect all existing storm drain inlets so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. ❑ Keep all approach roads clean. Do not allow sediment and street wash water to enter storm drains without prior and adequate treatment unless treatment is provided before the storm drain discharges to waters of the State. ❑ Inlets should be inspected weekly at a minimum and daily during storm events. Inlets will be protecting using BMP C220. A Supplement detail will WSDOT Standard Detail 1-40.20-00 Storm Drain Inlet Protection since DOE does not have an equivalent detail to use. ELEMENT 8: Stabilize Channels and Outlets ❑ Design, construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: o *Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in Element 6, above. ❑ Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent streambanks, slopes, and downstream reaches at the outlets of all conveyance systems. ❑ The best method for stabilizing channels is to completely line the channel with a blanket product first, then add check dams as necessary to function as an anchor and to slow the flow of water. The Natural Discharge location will be protected by BMP C233 Silt Fence. ELEMENT 9: Control Pollutants ❑ Design, install, implement, and maintain effective pollution prevention measures to minimize the discharge of pollutants. ❑ Handle and dispose of all pollutants, including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. ❑ Provide cover, containment, and protection from vandalism for all chemicals, liquid products, petroleum products, and other materials that have the potential to pose a threat to human health or the environment. On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest tank within the containment structure. Double-walled tanks do not require additional secondary containment. ❑ Conduct maintenance, fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. ❑ Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water, such as closed-loop recirculation or upland land application, or to the sanitary sewer, with local sewer district approval. Wheel wash or tire bath wastewater should not include wastewater from concrete washout areas. ❑ Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. ❑ Use BMPs to prevent contamination of stormwater runoff by pH-modifying sources. The sources for this contamination include, but are not limited to: bulk cement, cement kiln dust, fly ash, new concrete washing and curing waters, waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults, concrete pumping, and mixer washout waters. Adjust the pH of stormwater if necessary to prevent violations of the water quality standards. ❑ Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets, or streams. Do not dump excess concrete on site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. Do not use upland land applications for discharging wastewater from concrete washout areas. ❑ Obtain written approval from Ecology and provide to the City before using chemical treatment other than CO2 or dry ice to adjust pH. ❑ Woody debris may be chopped and spread on site. ❑ Conduct oil changes, hydraulic system drain down, solvent and de-greasing cleaning operations, fuel tank drain down and removal, and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff using spill prevention measures, such as drip pans. ❑ Clean contaminated surfaces immediately following any discharge or spill incident. Emergency repairs may be performed on-site using temporary plastic placed beneath and, if raining, over the vehicle. All chemicals, liquid products, petroleum products, solvents and other potentially environmental hazardous products will be locked in the site job trailer. BMP C154 Concrete Washout Area will be utilized. A Concrete Washout area has been installed within the Rock Ridge Phase IV and V subdivision. No fueling or oil changes are being performed on-site. Contractor will be required to have a Spill Kit on-site that is accessible by all workers on the project. ELEMENT 10: Control De-Watering ❑ Discharge foundation, vault, and trench dewatering water, which have characteristics similar to stormwater runoff at the site, into a controlled conveyance system before discharge to a sediment trap or sediment pond. ❑ Discharge clean, non-turbid de-watering water, such as well-point ground water, to systems tributary to, or directly into surface waters of the State, as specified in Element 8, provided the de-watering flow does not cause erosion or flooding of receiving waters or interfere with the operation of the system. Do not route clean dewatering water through stormwater sediment ponds. Note that "surface waters of the State" may exist on a construction site as well as off site; for example, a creek running through a site. ❑ Handle highly turbid or contaminated dewatering water separately from stormwater. ❑ Other treatment or disposal options may include: 1. Infiltration 2. Transport off-site in a vehicle, such as a vacuum flush truck, for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. 5. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. ❑ Construction equipment operation, clamshell digging, concrete tremie pour, or work inside a cofferdam can create highly turbid or contaminated dewatering water. ❑ Discharging sediment-laden (muddy) water into waters of the State likely constitutes a violation of water quality standards for turbidity. The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation. Site is solid rock. No Dewatering is anticipated ELEMENT 11: Maintain BMPs ❑ Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. ❑ Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. Some temporary erosion and sediment control BMPs are bio-degradable and designed to remain in place following construction such as compost socks. ❑ Provide protection to all BMPs installed for the permanent control of stormwater from sediment and compaction. All BMPs that are to remain in place following completion of construction shall be examined and placed in full operating conditions. If sediment enters the BMPs during construction, it shall be removed and the facility shall be returned to the conditions specified in the construction documents. ❑ Remove or stabilize trapped sediment on site. Permanently stabilize disturbed soil resulting from removal of BMPs or vegetation. See Element 3 above for additional BMP's that will be on hand for additional runoff measures. BMP's will be reviewed and inspected daily and revised accordingly. ELEMENT 12: Manage the Project— Projects subject to Minimum Requirements 1-9 must have a Certified Erosion and Sediment Control Lead (CESCL) for site inspections. Projects subject to Minimum Requirements 1-5 do not require the inspector to be certified. By the initiation of construction, the SWPPP must identify the CESCL or inspector, who shall be present on-site or on-call at all times. ❑ Phase development projects to the maximum degree practicable and take into account seasonal work limits to prevent soil erosion and prevent transporting sediment from the site during construction. ❑ Inspection and monitoring — Inspect, maintain, and repair all BMPs as needed to assure continued performance of their intended function. ❑ Maintain, update, and implement the SWPPP. ❑ Clearing and grading activities for developments shall be permitted only if conducted using an approved site development plan (e.g., subdivision approval). ❑ From Oct 1 through Apr 30, clearing, grading, and other soil disturbing activities is permitted only if shown that the site operator will prevent silt-laden runoff from leaving the site through a combination of the following: 1. Site conditions including existing vegetative coverage, slope, soil type, and proximity to receiving waters. 2. Limit activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. Weather conditions can influence the seasonal limitation on site disturbance. The City of Anacortes has the authority to take enforcement action per AMC 19.76 Stormwater. ❑ The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs; 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil 3. Activities where there is 100% infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. Since this lot is part of a Common Plan of Development a qualified CESCL will be on-site. A sign will be posted on-site with a name and 24-hour number. ELEMENT 13: Protect Low Impact Development BMPS ❑ If implementing any bioretention facilities or rain gardens, refer to the applicable BMP sections of the Manual for requirements. There is no Low Impact Development BMP's proposed with this project. Original was signed by Jim Sykora. Revision provided by COA using notes from the original. 02-25-19 Applicant Signature Date TAB 2 (MINIMUM REQUIREMENT#5) • Minimum Requirement#5—On-site Stormwater Management All sites are required to utilize BMP T5.13 — Post Construction Soil Quality and Depth. For each surface, consider the BMP's in the order listed for that type of surface. Use the first BMP that is considered feasible. No other on-site Stormwater Management BMP is necessary for that surface. Feasiblity shall be determined by evaluation against: 1. Design criteria, limitations and infeasiblity criteria identified for each BMP in this manual, and; 2. Competing needs criteria listed in Chapter V-5— On-site Stormwater Management. Lawn and Landscaped Area: • BMP T5.13: Post-Construction Soil Quality and Depth. (Attach Detail in Report) Refer to this site for requirements and specifications. All projects are required to utilize this BMP. http://www.soilsforsalmon.orq/pdf/Soil BMP Manual.pdf See Appendix for the "Model Soil Management Plan for BMP T5.13" to be submitted with Drainage Report and Application Material. APPENDIX 1 — Survey performed by a Professional Land Surveyor w.- -•+•^•••"•••�"µill., „ ....:.w...«. ,..,..y...5••....,..--.._. .. •�F.:......y......-..,.,. "`-- �—'�i . .t ,,Ik21..., ... ...) .....' --• ..._........ -�- `...:15 4, t 1 T) H . , , 1 /............. 1. P ;; R � RID 1i ' F#MY ,p C K S '4,.f` . .. . ,. 1: it �� 1 1 5....t e SFg s � BYCR� �t� e 11 E„ W.M. 1110/111101WINI9ii '` �s n N1l 10600 1 g r� .• rr E` 8kegftCountyAuditor s174.00 .y» y.-1\52 11111"- 4�'' w u IN I� 11/6/2017 Page 1 of 410:07AM ' ,� At)t3 IV OR DEPUTY AUDITOR GEVEAL INFORMA ION SKAGIT GUt.NT'( rr :: :�URER u � »i �T DEDICATION 1. Assessor's Account No.s 4918-002-'g99.0600, P125867, I certify that ail taxes heretofore levied and which have became a lien upon the 2. Description tion and exception information is from the lands herein described "gave been fluty paid and discharged cccrrling to the PEOPLE S ``• hereby the ,.. ,� a p KNOW Aid. f~I»'• >'MlM �y THESE PRESENTS ;.{ (,. we, lrndwrsislne:d owners of c.•<;' ,. Guarantee. Certificate {�3J: �.1dr\1t1.51"r1 i dated duly records r•t• o e e i F > ` < inte'r est in time fonet hereby :>hert subdivide , he't'et:y C erriere.. hie pia Pei be l.'io i . �•?i.bdivi,.lon Guarantee. ..£ > t,.a.. s ;;f rY? ..€f:t;,,, !ar . ara: ir: :Iltd�rg the y£'cr t�i It)_� ._...... C V 6 0> i i.\ a i�w�[gf#, hiCSY i'f' [ t v tern k49y £�a'e t:Fi'EiS: !'£?;.r'k::iC?i�tCFtivC il° :ir;art :>!i\ZC1iL'a! ...,r rni<i<ie {< read c ' <`.jt it� • .7, G\ i!. C` r� TOGETHER WITH `« l !M (eel �� C�FF30 >i at F h use u the w• b forever r n streets n i•J eenues not e c• r s k .3. "'h:> property is SUBJECT 'f, <and :�G 1 t # r rr rb tag � ;�£,.l';"c:.ts ..o t• f t 1L t.,,.a..i=c; f..r:etc all and .,.1 w # :x,� a < >rnE#rerit rest'rlfCrtiat S, restrictions, <:oY r;C4(tts and other C rti':'i#: ,tf ixa t aif at. At L/..Softy ,,t•,t J.•.,«•....• gr. "' „ ck. privote hor•C�on and 1t?Clii't t the use thereof for ell iii}iiw purposes p :,r1fi • C,a3£, � instruments of rccar•d including but not limited to those i.e.i •r r r tt;� w °� F{?£' use thefF^f f f pubii� {?iutlwoy highway ses, ar;C� Est c tip ri! '•t ` in str:rmente referred to in the Subdivision €�uarente£# '`,�„r�,c. r ���pp,'t-eis$".'„'•"...,,...._ i. to rEli'At# tali necessary vof;es for cut,: and fills upon the lets shown then:Jen it S o h to S e s thereasonable grading ofe < referenced ender l'�{ete 2 C.1,,over, Said report lists documents;i Skogiy Bounty irei,:ssu n, i�• original a"E.'C`c:iS:` "' > ? i'! ;mid streets, and avenues, and further • recorded under Auditors File Number 200203250231 (CC&Rs), r dedicate to the use cif the public all the easements and tracts shown on this AF #200203140025 (CC&Rs), AF #200204260193 (CC&Rs), AF tar (met `�‘ plat for oil public purposes as indicated thereon, including but not limited t.<# #200202280226 (Easement over portion of Phase 1 of the CITY OF ANAL OR I ES APPROVALS �"'"'� parks, open space, utilities and drainage unless such easements or tracts ore p y"",• t identified pea r :.• cam.e.e d to a person Plot of Rock Ridge South), Af #200203220149 (Easement ,,...2121e, ,V„ specifically on this plat :zs being dedicated 1r nor i , Phase> < f the Plat of Rack Ride South` Examined artdeee roved i hers •,... ____day eo`e.•.+•"' f ...-.20�...�..�'' entity other than the public: in which c:.tase we do hereby dedicate such streets, over portion of ha c o 9 1+ ,. "./ e tt cements, err treats to the person or entity identified and for the purpose' AF20C36f1711 J 14)1 (1�' wide PSE easement superseded by ter' '''` ,, ` rfr ;.' stat.e<i. Ca . ?r;.,l '2{ `1 C3 _ ' !• ��... ` ,r'"~ -�.. Further the ender si^rej woes i of the I in hereby st?hdivided waive for Rock Ridge Plat Mop), f : t. ti (Avigation rf r' ``M ._. i ,� » r Ea se'oet►t), Af 2�3Ct7�Ji 14t`sel 4 (Plat Of Brack Ridgr3 South City fit:r ii erg/ r thern elves, their tieirs and assigns and any persant or entity derivring title for i:{ ar' f.. ; \ n n ra b .F o r n•'{ : t .C#:CY fwr rl'ua,rg�:t:,c:`� YitV,.i;. Phases 1 ter: 2. 2£Ji:r'1'�01:;.J0001 „&Re), �<<1004210 64 ` , j := tht C:it (•l A'lta.:oE;h s Y: I';� irrt.,t':•Sl,n,,;f an i1. t > E,E released attherecording 3f % r» s a s r s i e :�,•.iich may i5f :r•:c a5iorie<i Cy the establishment, 3 (AL:3,`.ine t . Utility easement. to be r ie a c g r .• k A'••`� r tt its o3tiE v£�i..i?.'i end Ce.< iL rt r i , ` ? •�••..0 ..a•.. ., ♦.M 7.< r �y r /� r; yy i > ,a systems<' within tF'ii£; ..yM '•'3 t, :i eta t e.Zn' is ei aad•r- n V ` •. , J!f this f ioPhase4), ? '. 0 1)t.t.7060 i 1 3 ({4: wide PS a :{ ' i"\ < h wC f /..t 7 C#:Fi'; : .4r.:.t,3. v. r� ► m r �e �# 1 I`; < r,.a:{ 'l{'ie:# �, e'f1:F1r r;r � e;...' r.M r rt rK i• t:' n fit, r i:fe'Lii•#a, a st:4 3v 4rt: ,,, , z # \ i�:.?:SSCtIi#',�i and rlpp.v t . �.,e. Sri:eE1.�5.......... ... < i`• <•• ,•: Y.i- C r <: "f' .?:. " t) t`� easement superseded by the recording of this Plat) ona Deed subdivision ,.fit" than claims re',e,itt;ng from inedegoati> , e n.enor:.t y th£ r v \•. of An acortes• 1 of Trust under AE #201611100086 (Skagit Bank). ~,•� ., • 4. Residential low Density (f 2)• _W.... Furthers the uF dersigned owners of the irsrr? hereby subdivided agree for �'.'"�.. _. .' " " themselves, their heirs and esi>itarFd t:: indemnify and hold the City of �I fir, Water Supply: City of Araar,ortes. Signature of Planning»Direcir11rE 6. Sewer Disposal: City of Ariacortes Anorx:rtc's, its e uecee?sors and assigns, 'morn:'#less from any damage. including any E1 ?'. Storm Sewer City of AnoCortes costs of defense, Cli:lit;:eed by persons within or without this subdivision to haveI . been caused by alterations of the ground surface, vegetation, drainage„ or surface or subsurface water flows within this subdivision or by establishment, r • construction et ma€ntenance of the road: w thiin this subdivision. ## ;;'���• `(�^ '}�•' �(�'����,�� •• lhue subdivision. dedication, wows'• of cir;ires and agreen erat t:; hold harmless is r,-t 7?t�:E. i lF el f( +Y,I4 a V mode with the free „oneent and in d.It:soE'F i::r*i`•e with the desires of said owners. • Lot C, PLAT OF ROCK RIDGE SOUTH, PHASES 1 and 2, f"�; r • occc•,rding to the duly recorded pleat: thereof, recorded in > 1 . January 24, 7007, under AFaditer'e File No. 200701240094, II. .' ., , :. ,. .. �. .wv w.. . ._.._ .,... _...._.... and amended by Auditors File No. 200701250133, records of pR :�t.il`mrr f,N;,'ci Li. ? r Skagit County, 'Washington. '\ i ; EXCEPTtr. thoseportions of said Tract t; repirrted as the "PLAT r` — ` : f.........__ _� w..............................._..... _____. _.._............. _ w i OF ROCK RIDGE SOUTH PHASE 3u, as per plat recorded June "f 30, 2008 under Auditor's File No. 200806 00185, record of SKAGIT STATE BANK Sk<<rit County. Washington.tlir:erton. S >;hington • ,ate of 'Wa County of ,L, it t ' • Situated in �iitnc it County, ',*iosl^rir 21t.GnS, • I certify that . kt'ow of ne ve se ti'1nt,`e.oty` e,'d,ence t'hoi � # ;,S T i e........ signed this iYi:•tri.fdr:snt, Can oath slated that 04it. err 4c<,;l re). authorized to Cexe;cu •; instrument °�FIF acknowieY•'r%I<^ l Y>.`. the ». or RR SUMMIT e•!W t.t.0 to be the free and NOTES voluntaryoat of such party fear the uses arrd purposes mentioned in the instrument. 1, Subject to Declaration of Covers Fnts. Conditions, • divert under my hand end of€ieini seal this . ,_•_,_ day of C u.3�_. ...._...w.., 20. ._ Restrictions. (CC&cR's), recorded under; Notery Public in and for the State of Washington i;,, r,, State of Washington Name printed q'. :" ... 1 t.•... :• .i£3a ,._.�,, ,_ .\...�`:," et.•• . c� County of Skagit < ..f tE �:, ' ?s _w �` ' 'c ez;><,M, %, AIN T.[ t.10GI be) --...,.•. I certify that i kn fE:r�z of have sctr.,peF,�tor}r s�vtd rewea that f"„�§, �- t t f s Residing �a. .* . �t......_..� e� �o� _ rG, PM �. s. r » t ,t•# stated that \riVr`ile. # r t s? ii.e-I s. ,lar'i• >,i' t{r execute a My comiamisslones eY,'air '�r 1.t»o,. t �r✓. iS .cr AC)H.•.• :%-. a;t9;{eliiae:l this iri•.fi'i.Fril rl., or: ::t< ► ,€ ,FeCF :.tEaa. #��'i4 a �•. ��j:t`<. J r 'E wit' ze....t eXe.S:ia.P, the �,,. � F:.. ••.....» .,..���••£ ,u ',• •i.G •'�. _VIM e r-'`� • I\;ki : nst.rument anti eeknowiedged it as the .,..1,�,. ,M................ oaf f'•r ,•, ° R ti l{l>{ii"•. STATE t�'•ti4 to be the free and . � voluntary act of such party for the uses anti purposes mentioned in the instrument. Or tt . G ' hand and .f ficiai seal this 1 ..,, day o f p�f 20 E' Given under ;'C5 e � �a��<���.... . t Notary Public, in .ie't;.1 for the State of Washington 11,;;r: !l,.r,, Nome printed R.6 . sc _ft .. . .. � ;y'i..f.:f Residing at .,40'�>. : lei... :. �..re o t^�.i ••G:.t\ f F i t11 C. My commissions n,s&ofl!� expires:f#Y'E?£ ._ �� 114' t•. y�EflfL:. .ct ':rrlr:"i.�'?Ftar trr�Qu F "" E„cry �±.. .• > • that. themerit of Rock Ridge e ~• :r'' "^c 4 .... ,.,,.:Y:r•,� e Pi South Phase 4 ie �,:.h:ea2?iE�';. e;' < ,i:•. +? 2 I hereby certify9 •,p Cx based upon On art.r;al survey 'vvl subdivision perforrind by me , % .�Z tir:df;r trey supervision of Sertit:in 26, Township 35 North, ••ei,e .s f�s4, '.�' ,ri '''j���\•:t - Rang 1 East, W.M.; the plat is a true and correct sl ` that the. courses •�., ' '/ CF:�3r4°b 38t�i:(.fiC�rl #�'• the land >"fitE3Cl{Iy surveyed; ,�1} 1,1?k�rEYOR i'r : •? YL • 1; and cii4ttanc <>; are shown correctly the ground; and I"Li i • E\l dc�' ?✓t j .?E".S�" OP ER ii r �yi complied with the provisions of the statutes and platting jar DALE t1vr...''`+i`.^:SsE• P P:..7 E \' ,f•j� Y) b p �,' ,-•`.;flit:' ✓ 'E !fir have mgoovons and that pern'iarrentt contr':al monuments hove been r 320 YYl ilfJI LE t h��i:. : �lf `" •• • established at each and every controlling corner of the parcel hh'r)nn 6�O y�+ 4�r ttr' �r J tih rf)R E i .3 WA 98221 �f�lr�Jf:a ):19 `FYjt ( 1.. r .:r .LiF»' !?"Ir1if1: 1 of land being subdivided, t ()ALE K. liEr�RIG\i1Af3, N,L.a.C ._ ! ^7 .�__. x : PW �.».a l r7 Certificate No. 278Ci f ... . °' .1 ._ s SHEET L'e L t OF "� 1 c : • Dote .� d w fi.:t»iG .. . . .... i. :.: : E ,t r«.i(: iVt 3't ,tJ ''''<rt ''': ",1' .4,�R. IGSTAD lNG . E. R. Sc SURVEYING' ,Si ;,._,. 201 �(, •6r..i; > t'n .ti 3 :ter r WA ! t " I t C#y(jl %<i:t a'.iO4 •i�}i� �'�:i: t<r: 3:I ^..^'�'}., ...c..u...:ems- ,. .loll �iLwX.4 ^'G.. +w ...�..,a,.wia..for rule„Y... •r..^ ?`?S;�CLlfaevCY�lw.vi"..40, r r rill i q TIN IC7 ,, HLI Hi 4114 IIIIIII e II : 4 \ ri R. , i 'CIE S. 0,„JILJTI4.1 1, 1.1,t-, , , ,,,,....L. In- .., _ _ lip 7 A 7 -JD Es 7 i NW 1/4s S " 9 g TWP 35N RNG'„ ., E Q� .J4 Skagit Page Auditor 9174.00 9 2 of 410:07AM • • PLAT CONDMONS _ AR• parcels within the subdivision are subject to the "Findings of Fact and (26) Each phase, a'. constructed and recorded, shall have all Yte:r;es�:r!xry UTILITY I I��I ACCESS` �� ._ _ .N T is Conclusion of Law" as adopted by the Anacortes City Council on the July improvements (roads, utilities, fire protee:tior;, etc.) in place and accepted 1. An easement is hereby reserved for and conveyed to the CITY OF ANACORTES, 19, 2004. The following Conditions were required to be identified on the prior to that phase recording, PUGE I SOUND ENERGY INC.(A.r=. NO, 201702060113). FRONTIER COMMUNICATIONS face of the Plat, (26) A heavy maintenance truck access road (15 foot width) shall be TELEPHONE C MPANY, CASCADE NATURAL GAS COMPANY, AND COMCAST CABLE l • provided to all utility structures not located in the right-of-way. TELEVISION COMPANY and their respective successors and os aegns under and 1 EThe lots in this ::.t4t'dit:ieiren a �ub er:t to applicable. water, :sewer, ( 7) st e i s ce f e t, : front e ! ♦) feet s . the t• c a > • �i:'€' #7) � J t•;• > r .`l. Pecle,t riari C1.^.Crr.'+.ri E,ria[%t:> shell be public. '3irt'E� n> and P,r:C:P.CI (per :R�iv._ 'L:'te, f. ten t�l f!� _ {3!' as shown on E:t, plat, ^f :rflrt,. a3Ci/"r'.'ar'`f ii?tUS e and stot'r'nweite'' genteeli facility end hookup fees grid tr'orgspar1ation, fire, Paris Di. .:r' pee wthat :chase recording, en! lots, Creels and speces within the t lying with adjoining ail P C.' impact f..•t,a These fees ere payable $r> / ` rw0it' d•t r.^•'vt?d design) prior te, , plat �' r�- parail{:. :°1t.e. S'ailtiE atr#Ui � S and park npa epaya < at levels in effect at: the (28) Tract �. shall he aris;c;tely r:'r:aixiteined by a Horneewnert; Assariation. pob.!e street(s), cgs shown on the p:a:, in danioh to construct, c?percte, maintain. t time of building permit iss aeons:e and may lifter from ttac�,;e seat? levels i 2 The acres; o' ttre;tl{and hdt?l'rvt a;t'ocelrt to th., ! ,�`_.. E'r:sCt P' shell rc=ia:Xixr realties#a:;e wee J�nlWrne a ider>�rssi:r:d pipes, t�ond'xit>_:. t:3bles tst;ct wires cell 9) e 4. a� w ` I e ,t' f i i I currently in effect: sewer and water latecomer charges may be payable. besubject to a cortservafiorJ easement cs{ln?iinistcrrer:l by on estalrt,established rseceeeeoiy or ccr,venient. underground nr ground mounted ap urertances tt:crre.ts� t THE FOLLOWING CONDITIONS ARE TO f tlr RECORDED WITH THE l;1hfht, PLAT locali�' basso iar:d trust. ace the purpose r?{ serving this <;tit::c'i�s;s rsrr and other property with electric, ccs, 3Q� �7racts A area C shnlr be dedicated as open space and managed by telephone and other•utility service, together with the right to enter upon the DRAWING. t ,' , p p g streets, lois, tracts and spaces at all times for the purposes herein stated. the, Homeowners Association. (31) The City right-of-way east of Lot 8, Phase III, shall be retained by 2 } is granted , (11) Fencing, as required by the Parks Director, shall be constructed onAn access et;sem=?n.. hereby xant�d t xt and across lots 10 and 11 as the City. the perimeter of Tract 8 adjacent to Phase V. Lots 8-15 and the shown on the face of the Plot sheet 4 as a shared access for both lots 10 • cul-de-sac. This fence shall continue north along the western and (3�) Maximum am slaps in any direction in cull-de-sacs tie-secs shall be: iq. am 1 1 and the. rr:airstentcr:ce of the private drive will be shared between the northern edge of the 30' NOPE wetland buffer located in Lots 8 and g of (33) Legal and pr'at;ii:;al access by public road shall be provided to the owners of lots 10 and 11. .ilkeno property. Phrese !f, F'EYir..ing shalt be non-sight obs^tsring. The intent ax they p p e3rt`s• fencina is to minimize nistf;rbcnces to the wetlerrclfi rend adjacent t::iffer, (34) Condition No. 2 at the De"cu,tticn of Access Eesetnrnt from the An of"ess rose?r'ieai1 {• hereby genteel on .i° er es 1 r shown The cci.:ese corridor betwer'n a It to r e f3ow! .0 s and r A < .e ice. r el. s r C<£` ' n ' r.t' tCle dS3 Und Lets 10 and 11 of Phase ;V shall be fi a:tli^, r the r't� es <�, Auditor's File t�:)ti �C�?+;r�1 �lthe ;sn >?_ :zs: ,e lets12 I'1 � 2 4 shell be cf: of titre .t;r:.., as a shored ..r:t;f:.ts .err' s„E:s ,r,: e trno 13 eliminated and added to the adjacent lot(s), Prior to any odjacent site deleted in its entirety; the :lei'lC.ri ares to the Peewee) property from tl''e rr'tr irsts:Yiare e: rf the private drive will be shored `?etwfmtn the owner's or lots disturbance, the perfrtrtr�>{iat fence line as described, together with the 30' Antone Way .extends to ingress, egre�s, and utilities but many not actually 12 C<t�a 13, NGPE buffer adjacent to the AC1'.., shall be delineated with construction provide any practical use (depending on final engineeriri gropes), fencing. Tract 8 and the 30' ACf"L buffer shall be left untouched with (35) The expansion of he West 803 detention pond shall be done in such 4, An aecees and ;:tilt;:y t.?oesernent is hereby granted on and ecrose lot 7 end the following exceptions: a way that the ponded area remain a "wet pond" (with the capability of 8 as shown an the face of the Pint sheet 4 as a shared access and utility for removal of non-native or adventitiousplants as approved bythe periodic rnairrtendnce `droinin r• 8 inches of topsoil be placed on the newlylots 7r d and 9 and the maintenance of the private drive will be shared a, Hand re Park Department. fie disturbed soil aril around the pond: and, submit a wetland between the owners of lots 7, 8 and 9. Utility maintenance is the responsibility b. Hazard trees will be identified with the concurrence of the Parks landscaping plan far approved by the Planning director, of the lot for which it serves, Department. Hazard trees removed or blown down shall be replanted by (36) Blasting can only occur weekdays between 8:00 rem. to 6 p.m. t t, ; wide, s across lots 6 the Homeowner's Association, subject to approval of the Parks Department, e') •• e rN �. r Ft 2:. foot si�a� ,arm drainage easement r�serit on and acra am 1 through ,,,s a i t i = .♦',• stock shallt, i•= n �'l yie r�"'tecEsrticCE engineering tiUt'i a smolt be provided for a•1 tC3t. where lying parallel with and adjoining Rock Ridge Porleert as shown on the face of 3. • with a a :�ee minimum appror.riete native stock which be m aintoine.l s €: the t'ECs3t�i:^,caner Association ar't,( able to survive without Carr;. `or y structure may 1e locreted orz or within Y t l'if a ..rope of " " 6 = t t y �3,•x grade the '•- a the ♦` >:. = Y drainage( , to ' �,r: <� :.� r ti iettrtia":.4'..•.�? ri. fi..tlrr 3 r9t:air t.. pipes, in chi rE. ca?s;rtrus.t, �. or eteep r. ,, . r r r+,'totaissin3 r : _ i c J rind enlor:a uncle e f ee C. l"r:rllen trees in the t`)t,PE shall only be re!YiKtvt3C. from the site with the oc:a.t< , ;s.air; 3' .IfJrC:tt? e ? t�rc;rt:t.rd ;Xih?Cx.:<, or the gatirpo;:.: i , EX€i;�r'?Fite dt the Parke Deportment f8)r An ovig/':tion eneerne nt in a form acceptable to the Planning Director ;• serving lots . through Y. # 1 a, If the butler is disturbed, a larldycaping plan si g ppropria♦ ::rat be pieced en each F:h?oat? aria it;: !recording. i, i.r.,,t:'r a c. :,t� :tSatri%P. C . r� c non• r + s . stock shall be submitted to the Forest Advieosy Beard for oppraval and t- 3; No wEew.:ng shag tt. .i� the site pri:.r' to a detailed, pht,sr d • onceapproved, c; r a , ♦e ♦ �♦ Homeowners can ,. c clearing plan n;°tng cippreved Try the? st'IC3rirring Commission. t nee hull b., implemented ented b :.he Ho neowne,rs Assoc<itatier.. z, e. Trails through the NGPE shall not be permitted without the approval of (40) No construction shalt begin without a 10-year water quality i an=Xtgement plan lan and implementation program beingapproved bythe City 1tEse Parks Department. L rrts«uncil. This plan and program shall he undertaken by independent endent I (12.) In keeping with the wily s street grid street name system, the consultant retained by the City and paid by; the applicant. It shall detail Building Department Thrall approve street names. the current wr:rter quality in the Cranberry Luke Watershed and then fi .. describe a emcees lof' periodic monitoring and rev1ew t1 the Cit Council (13) the: city of Anacortes Public Works Department and the Postmaster f Y rsl v� r shall approve r~tai€)vox. locations. and see c.ific; remedial actions that. will be token if any significant ate ' ' quality degradation its 1^•''.io'r rated te nave Occurred as a result: or the (1 4) Street iightint; shot! be energy cffic'ier•i d providedes required by ,i R South •t, public. .. Y. , t i ,3all r.s Rock r:t:l? >s,Y.,t::. plot; fr:ir..ld., tir't:t•Je.r9. will .J�" ,StZrl:;itt"d on r,..rUcCrs of the City Engineer, t• (t h) A detailed, final landscaping pier: shell be approved t y th:e Planning the water quality program. s. p , o ), (4.1) Only organic, as opposed to chemical og tints, may Lw used to Commission prior to canstnartiun beginning on each r:r d ever) phase, combat we'4's, ersderbrt;sn, and the like. together with an overall conceptual Landscaping Plan sebrnitted with the � f' t c first phase; ..Ui: t. :cif. ye e maintenance bond :Than be established after' cempiet'ion rt, l f Phase cf „hall have a separate, detailed, and Q,.? A of the final pistase? or the project: this maintenance bond is to assort; blot approved Landscaping Plan that minimizes Impacts to the hillside. •any remedial water-qualify actions that need to be taken are taken. (1 6) The developer shall purchase and install all street signs. (17) The project shall comply with the City of Anacortes design i construction standards as required by the Director of Public Works for water. sewer, street access, and storm drainage, • (1 8) A minimum of two of E-street parking spaces shall be provided for each dwelling unit. as required by City Ordinances. Required oft••street ' • • perking location shall not interrupt or block in any way the required clot de-sac diameter or sidet+tolks. (1g1 the Developer will constra t the downstreorii sewer capacity as required by the City Public Works Director. 20) o twith s pump t Ives-sure � . A �notable water system necessary �.iarri;.. t£ratirYi:;i:s r reducing stations, and storage will be designed to meet City of Anacortes. . . DOH. AWWA, NEC, and other applicable requirements to provide a minimum • . of 40 psi to each home building pod and necessary fireflows. • (21) All infrastructure improvements for each phase shall be constructed and approved prior to the issuance of building permits for that phase. (22) A pedestrian pathway shall be established generally ass shown art the revised site plan dated May 12, 2004. i3) The exi in detention pond, when e t�`d t;' to wefpond facility, ys1`3,cb:=F tf�)'af�tlis5 iLi�(sic«' A ( t L1 p 1t? o??V f f u ;�. owl: a Y1ave a gravity drain system to the new pond bettarn• :3 l e•• Ei`=L e.-a 3` j• y :g Y1•. , b, Et vegetite.d on Inc p er:rneter onci interior for •igi'rt screening, ici}t! .. � n /fit ••%' ".'"^,^. rnrjintPriCirit::.. (i�_ E=.0 cremes !Kara i ?.i} l: t' Z t s 1 ;•f ' �' r r ;es requiring mowing), habitat va a and ;recess • ,,: i 1 r ;, t ?.� management, ��n:•i,..#•<,�r.�I..Y'�'....OPEN�...i; ��:I'�I, ,v,j�rs�;.'(\?:. t,... .'+ �. � iti)46:y 3' Shall <^i benches r• • n a., X• RR �` rv�:f? �).. >. •�`� :1 t •le r.., tt ... :i have .� r .r.': £�: r t-�•�: .y` .�..• l'i ��•tl��'v.,t.��s.� t... � ��r. `-s .. .iE"lCa,l t<a Cra'.c 1<t� €�{: .,he.. a other S.,ft?.p ..a.a.r.s. ..1+ ....117: 1.. NW I '.. E' ',,'�}, �.,.'/•C�•• �: '3 PO BOX 319 4. 2(� 'WHISTLE LAKE ROAD ''"le„,'$•ram.`t% (24.) A secondary access (through driveway easements as needed) shall A / �pry �t , i+� [''� ,h {fir �)t .. e a +: AI``tf-%S. $n I LSS, t jA :.i82 t A ANACORTES,, C I,i1, A 9822 E provide a vehicle' outlet :.o W. 1; t�t ,t. �i 36►0.. 293-'4'il 360-299•"•8804 ill• argu,, rtYtc:< ail . i pill" ,,,t,L p 4.-1 _ (1, 6.17 _ 1r)E , = . M (•;; 1 ' " 1 N 1. , °n1 . 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J: .. .. •N... ° ., P9 ♦. ..... ... ...•t L ni ,t- 0ihh.if.• t'. ♦ '` •-• i, •'r' / .• ,.,.N 15205 £ i .!, • ....40.11 ij ` II i 1 wc•^.'""N f L >1 t u ,G is ' , ,.: ':`•t' .. ... .. .. .. : 1` 47' ' • vd ;; t f ,. •• / f ;lg.-.. .: .. k . : — i . .t. 75.00' : • i : : :••••, .. : , •• • 1 ; _____:„...../ . . . r� l <V /• l t a I t n,�il ' jlr • ,.� 'ft-N${F�l,44'4C$"Ery4{�,17.7J:,.`'� Al i+3 f,<%t t..,.; r �t.'�t rt j �'%' c.,fla) , }°' rt! t (ty..iiSfr .. .......,.....,•.,...... .':N.1 i ..1.2-1.....01/0...,.,..... K� 0> / /4' ..•. r•"• ".' ! 2 '� vC 7 !) 3P 3Y+,,, l- .�i .! 1f1t } �� •.7. ... .. .. .. C� f (� / s{� zk7(iillf.'ia'ic'1�)ij; c t;>t.t.ii??` w f '' a tff8'vIS' ...�. t • ':�" " ''• • ... ... ...:rJ >�:.r1`�> ei< •. •r: t,S:r. ,•,, • : etc: •_ \ Nfl Ij tlF}.�? �+ l: ' : '• • • .. . .. : •- • • 9 , � • 7 U Ats�<J 'd1G ' Y•'4 ti ''k. �( >! ' / : # >° ? ,:r:M:>ts;tlt'c J: �7' � j • • ~i'.... �• f MA DF ANAC RTE5 os r• i s r.... E4,' „ ,.• �, s # u U a i:aTSi ,< : .� 'r E..ly!I� r )M. \. �' . �" L..i''i ' 1.�:�� i 3C' 9 fxF' r ft!t .G7' r .> /: 1 R ,• €,.€r'w:r:>3i'`:'°: N', E..1.. .F I... . r. .-RRIGSTA PL.:3 K7 -�T ;•�y�.. .... .. ..„ .. ..•. .... Ay" ... ... .. �' '� M .W '' �.... .. .... .. r ... ... .... .. i ?✓ !'' l f;'rl >(1 Y E r^• •• r N89'1 ' 6Acr 21D.o1 .. .__.,�..�.... .: .,.,... __ ' :T LAKE ROAD Ns9.14'4$ 'W AN SCE RT C, 4JA 9822 A f'!`l 'T" w` '� £ c?1 RADIUS LENGTH DELTA N:.B£J a c• I RETAiPUBLIc RIGHT—OF—WAY Cl t2s.O0 36 3' 16'47'z4'' 360-2 93.- 43" 60--299--• 8804 RET"AINF_D ar THE CITY OF ANACORTES PER FINDINGS 'Q.RES7' LANDS y , Djcv- r3)71.,,,y; j . . N OF FACT GI�NDI T'lDN #31. • .: +!if : ` 0 ..e... w f . . Eifr 1 :€ ) M.. ; 3J).. 2 �i. DATE: ;:0 !j'i°i'i ^L try• Y .z: :•i:a t• qo •v. .w. ,G' ,fir: e Ixx aun..-x...e•,....,a � »�....94 .. . it:•n.d,.as.... rt!;re� r xetaneaswsdti . . ...-. -N�uetrOP,aa ur.,X0.01 `:i '� .. v .r 7t% ....:C.. `a:.r':E, ^ti':•::':i`. Si, J h �3'r.! i ?i}i S1 �:.J'7i : 'i ! f: I x4�,t�kNR'A^RL'YSC7,�t�1�q.pLR�flLtll�gJ�02D%staelthea4>G3 .ee6Rwx]»:MAIIiOJIAIWOMOSAttOF=i7../a".M•K•Vx• ,. •0*q***119;St:Seltfe•AwL.:.0 ..*LYQQJCKRM�"tl.YitlMItftl/ef' i PLAT OF ROCK RIDGE SOUTH PHASE 4 fologolympil Skagit County Auditor 9174.00 it NW 1/4, SEC. 26, Tom' 35N, RNG. 1 E, W.M. 11/6/2017 Pop* 4 of 410:07AM '}' "A" i �. N `: 1 TRACT �; /oer ACRES PEASE 3 / / / *a 5.59 ACRESA00185 �. // / j / NOTES ter 4.- '' / / 1. SET CONCRETE MON WITH BRASS CAP IN CASE WITH COVER. qy * /' ✓ /`. / , 2. SET RE--BAR AND RED CAP PLS. #27817. I I '� ' �� • y :/ 3.• SET PK NAIL IN SIDEWALK WITH YELLOW DISK. 'y 4,�. "`'/ �' 4,0 FOUND EXISTING REBAR AND CAP PLS 32169 OR AS NOTED. ___ _..._.___.__.._.._ ii .� ��// . ik. /�/' VISITED 3-22•-2017, A- LOT 1 k`1! / f .. 5. E4UIPMENT USED: CARLSON CR2 2" TOTAL STATION. 13,551 SF 4 / / ti/,i /,/ \ 6. ALL CONCRETE MONUMENTS WERE VISITED ON 3-22-2017. ,;� / :• + .Oro' / / 7. ERROR OF CLOSURE MEETS WASHINGTON STATE SURVEY STANDARDS. ,h f. ® / % ,c6 ,y1. 8. SURVEY METHOD: STANOAFID FIELD TRAVERSE. • qd r`�. '\, ` i / 9. BASIS OF BEARINGS:iNGS: PLAT f OF ROCK RIDGE SOUTH PHASE 1 & 2, AF l' j .4. �s ��/ /' k/ j' / 200701240094. 1 .3`aP<1... / I / 10.r jAOORESSES SHOWN ON PLAT, j�c' `1 SEE SHEET 3, PiJD AND PLAT CONDITIONS #2 FOR BUILDING SETBACK LOT 2 tjF`,i•Y �,hs ''`t. >E/J i' / '\ REQUIREMENTS. NdB f2�8 µ 11,842 SF ;\,'�/ �' / /' \ 12, BSBL BUILDING SETBACK LINE. ,,n i M L S 51'1 21'E '5** �tj �+,,�'1 n / �. A1 19.37' ' . / / i.) • ,. LOT / 1t 4 13,232 SF •i ' NO ' ' . ' . ` Or ., '1, ; ::0' 4,- ./ 8,793 SF CURVE TABLE I „ 1 ie `' ! ,/ ''•'rtr . NUMBER RADIUS ARC LENGTH DELTA ANGLE lr J III 44,u, ' / QJ • ;, ysFq *Q. 5 Cl 225,00' 209,67' 53'23'31' o ,,�;. sir h " C2 100.00' 136,56' 78'14'35' f ` ~ c / , / oP i .1 , 'e.frt 441.''ky ' '+ C3 250,00' 22.66' 5'11'35' k / / / / " '1` C4 250,00' 58,50" 13`24'25' •/..„.,_ p s LOT 4 / / / ! LOT 11 SS�`wpf: C5 250.00' 58,50' 1,3'24'26' i 1,010 SF ; i`�^ / / 9,390 SF "t'4'' ., • / ' ..•. ® 29' CB 250,00' 66,46' 20'16' 5I 'eR'£ i22.01'' £1 srl• '1 ,00' 37,70' 17'16'51' • GB 12S 0 r 1 ' j I/ • C `, N • C9 125,00' 31.32' 14'21'12' ^ l 8302 1 ��, b ^ CIO 125,00' 30.09' .3.47'37• t } , J i * " C11 1E5,00' 34.96' 16.01'20' I ! ti; C12 125.00' 36.64' 16'47'31' i 1 I E g,5g2 LOT i `��1C13 200.00' 82.29' 23'34 30' - _ g LOT 5 I I� 1 h TRACT G C14 200.00' 88,58' 25'22'39' ._� I: 10. F y 1 Lisa b/ C16 75.00' 102.42' 78'14 37' 1 1 I i 1• l S 88'42'48'E 1.57.59' A A, S 88�t s-£ 122.79' l k a"1 85.64' i LOT 13 ` 4 r �� 9,043 SF I ±.t _ LOT 6 \t ,\ \ �,. =° LINE TABLE ;-+r., ' 9,998 SF \ \ ,� fa. tN; NUMBER BEARING DISTANCE ,, I.„,, M 61.80' - LI N 88.42'48' E 43,89' 1L J .- 4L7'A8"£ ?U3 J17' '• ', ` \`\� S 88`42!8 £ S1.5'r27s`E--,. 1„0. '''�-•N 1'17'12"£ 74.07' rl, `"!7• ''S `'?). 50.0D g LOT 7 4 \\4'� ' LC12 4s89'( _ ,. sal $. 10,0e1 SF IApro,t .' ACCESS AND I 1 I I 3 t r Pi tj� -; a gig 7- ,. L, r g , ; .. 9I I • l.� t i1Tr'CfTY 717' ..-.._,...._.,.� - I z.lSG7 S 12'IB'£8221' • £AS£11rNT f•OR PEGE.STRAN I I gt � LOTS 8& 9,„ PATH j j `. I "Ws Eie< 58 dO' I I I i i i _ LOT 9 Th d I I I \\\ 13LOT 962 5F • '" 11,233SF IMI I . I j OWNER/DEVELOPER LAND SURVEYOR • ® w i ' I I RR Sumtri'tt NW LLC DALE HERRIGSTAD PLS qiir . 1 A , , 4 ' , ii PO BOX 319 4320 WHISTLE LAKE ROAD \\ 30 WIONS SHEET m SEEz LAr _._1_.._...1. _i.._-__i_._... ANACORTES, WA 98221 ANACORTES,, WA 98221 x j €_JC:EC 360-293—7431 360-299-8804 �, 1499'14�1B'fY tI.".Di' -�N 89'f 4 IS"W 8.;p0' I _......._r ....1.._.__,........,...,....�-� GRAPHIC SCALE PW • 0 -0 7 DE Y SHEET 4 OF' 4 25 U 25 Gu 100 - •iY.rt111.W1 • ( IN FEET)— • DWN eY: OKH W RERRIGSTAD ENGINEERING ScSURVEYING SCALE: NOTED I inch ..50 it, DATE: SEPT 2017 4320 Whistle Loke Road, Anacortes, WA 98221 (360) 299-8804 JOB 2015-i 46 APPENDIX 2 — Model Soil Management Plan for BMP T5.13 Note: Document is provided under Minimum Requirement 5 in this document 02-25-19 Deferred Submittal to the Building Department. PROJECT INFORMATION "Model Soil Management Plan for BMP T5.13" age # of pages Complete all information on page 1; only site address and permit number on additional pages. Site Address / Lot No.: Permit Type: Permit Number: Permit Holder: Phone: Mailing Address: Contact Person: Phone: Plan Prepared By: ATTACHMENTS REQUIRED (Check off required items that are attached to this plan) Site Plan showing, to scale: Areas of undisturbed native vegetation (no amendment required) New planting beds and turf areas (amendment required) Type of soil improvement proposed for each area Soil test results (required if proposing custom amendment rates) Product test results for proposed amendments AREA # (should match Area # on Site Plan) PLANTING TYPE Turf Undisturbed native vegetation Planting Beds Other: SQUARE FOOTAGE OF THIS AREA: square feet SCARIFICATION inches (depth) of scarification needed to achieve finished total 12" loosened depth. Subsoil will be scarified PRE-APPROVED inches of compost or imported topsoil applied AMENDMENT METHOD: X 3.1 (conversion factor, inches to cubic yards) PRODUCT: Topsoil import = cu. yards per 1,000 sq. ft. Amend with compost X ,000s sq.ft. in this area Stockpile and amend = cubic yards of amendment —> —> --> —> QUANTITY: CU. YDS. ( cu. yds. stockpiled) (needed to cover this area to designated depth) CUSTOM AMENDMENT Attach test results and calculations. Topsoil import inches organic matter or topsoil import PRODUCT: Topsoil & compost lift X 3.1 Amend = cu. yards / 1,000 sq. ft. Stockpile and amend X ,000s sq.ft. in this area ( cu. yds. stockpiled) = cubic yards of amendment — —> —> — —> QUANTITY: CU. YDS. MULCH ,000 sq.ft. PRODUCT: X 6.2 (conversion, to give 2 inch mulch depth) = cubic yards of mulch — —* —* —* —* —> QUANTITY: CU. YDS. TOTAL AMENDMENT/TOPSOIL/MULCH FOR ALL AREAS (complete on page 1 only, totaling all areas/pages in this Plan) ❑ Product #1: U Quantity: cu. yds. U Test Results: % organic matter C:N ratio <25:1 (except mulch, or <35:1 for native plants) "stable" (yes/no) ❑ Product #2: ❑ Quantity: cu. yds. ❑ Test Results: % organic matter C:N ratio <25:1 (except mulch, or <35:1 for native plants) "stable" (yes/no) ❑ Product #3: ❑ Quantity: cu. yds. U Test Results: % organic matter C:N ratio <25:1 (except mulch, or <35:1 for native plants) "stable" (yes/no) Date: Inspector: Approved: Revisions Required: Date: Inspector: Approved: Revisions Required: APPENDIX 3 — Determining Construction Site Sediment Damage Potential (Appendix 7 — NPDES Phase II Permit) Note: See attached Western Washington Phase II Stormwater Permit APPENDIX 7 - Determining Construction Site Sediment Damage Potential The following rating system allows objective evaluation of a particular development site's potential to discharge sediment. Permittees may use the rating system below or develop alternative process designed to identify site-specific features which indicate that the site must be inspected prior to clearing and construction. Any alternative evaluation process must be documented and provide for equivalent environmental review. Step one is to determine if there is a sediment/erosion sensitive feature downstream of the development site. If there is such a site downstream complete step two, assessment of hydraulic nearness. If there is a sediment/erosion sensitive feature and it is hydraulically near the site then go to step three to determine the construction site sediment transport potential. STEP 1 —Sediment/Erosion Sensitive Feature Identification Sediment/erosion sensitive features are areas subject to significant degradation due to the effect of sediment deposition or erosion. Special protection must be provided to protect them. Sediment/erosion sensitive features include but are not limited to: i. Salmonid bearing fresh water streams and their tributaries or freshwater streams that would be Salmonid bearing if not for anthropogenic barriers; ii. Lakes; iii. Category I, II, and III wetlands; iv. Marine near-shore habitat; v. Sites containing contaminated soils where erosion could cause dispersal of contaminants; and vi. Steep slopes (25% or greater) associated with one of the above features. Identify any sediment/erosion sensitive features, and proceed to step two. If there are none the assessment is complete. i. STEP 2— Hydraulic Nearness Assessment Sites are hydraulically near a feature if the pollutant load and peak quantity of runoff from the site will not be naturally attenuated before entering the feature. The conditions that render a site hydraulically near to a feature include, but are not limited to, the following: i. The feature or a buffer to protect the feature is within 200 feet downstream of the site. ii. Runoff from the site is tight-lined to the feature or flows to the feature through a channel or ditch. August 1, 2013, Modified January 16, 2015 Appendix 7- Determining Sediment Damage Potential Page 1 of 3 A site is not hydraulically near a feature if one of the following takes place to provide attenuation before runoff from the site enters the feature: iv. Sheet flow through a vegetated area with dense ground cover v. Flow through a wetland not included as a sensitive feature vi. Flow through a significant shallow or adverse slope, not in a conveyance channel, between the site and the sensitive feature. Identify any of the sediment/erosion sensitive features from step one that are hydraulically near the site, and proceed to step three. If none of the sediment/erosion sensitive features are hydraulically near the site, the assessment is complete. vii. STEP 3 — Construction Site Sediment Transport Potential Using the worksheet below, determine the total points for each development site. Assign points based on the most critical condition that affects 10% or more of the site. If soil testing has been performed on site, the results should be used to determine the predominant soil type on the site. Otherwise, soil information should be obtained from the county soil survey to determine Hydrologic Soil Group (Table of Engineering Index Properties for step 1.D) and Erosion Potential (Table of Water Features for step 1.E) When using the county soil survey, the dominant soil type may be in question, particularly when the site falls on a boundary between two soil types or when one of two soil types may be present on a site. In this case, the soil type resulting in the most points on the rating system will be assumed unless site soil tests indicate that another soil type dominates the site. Use the point score from Step 3 to determine whether the development site has a high potential for sediment transport off of the site. Total Score Transport Rating <100 Low ❑100 High A high transport rating indicates a higher risk that the site will generate sediment contaminated runoff. Construction Site Sediment Transport Potential Worksheet A. Existing slope of site (average, weighted by aerial extent): Points 2% or less ...0 >2-5% 5 >5-10% 15 >10-15% 30 >15% 50 B. Site Area to be cleared and/or graded: <5,000 sq. ft 0 5,000 sq. ft. — 1 acre 30 >1 acres 50 C. Quantity of cut and/or fill on site: <500 cubic yards 0 500 — 5,000 cubic yards 5 >5,000 — 10,000 cubic yards 10 >10,000—20,000 cubic yards 25 >20,000 cubic yards 40 D. Runoff potential of predominant soils (Natural Resources Conservation Service): Hydrologic soil group A 0 Hydrologic soil group B 10 Hydrologic soil group C 20 Hydrologic soil group D 40 E. Erosion Potential of predominant soils (Unified Classification System): GW, GP, SW, SP soils 0 Dual classifications (GW-GM, GP-GM, GW-GC, GP-GC, SW-SM, SW-SC, SP-SM, SP-SC) 10 GM, GC, SM, SC soils 20 ML, CL, MH, CH soils 40 F. Surface or Groundwater entering site identified and interceptedl: Yes 0 No 25 G. Depth of cut or height of fill >10 feet: Yes 25 No 0 H. Clearing and grading will occur in the wet season (October 1 — May 1): Yes 50 No 0 TOTAL POINTS >100 1 If no surface or groundwater enters site, give 0 points. APPENDIX 4—Site Plan with all applicable information (Minimum Size 11x17 at a legible scale) • I 'v=5S3id�D SY: J. SYKORA,GPBD l I / / DRAPE,^.5r Construction . - 7 Sequencing:(Mote:sequence may not fall in this order, but close) a I / ! I t / 0 Installation of Erosion and Sedimentation BMP's. 1 / ;` ! �. I. 0 Minor rock excavation work to ensure compliance with required BMP's under Minimum Requirement 5 and 6. ; I 1 / '• r� �"_�o' u.N.o. 0 Installation of the footings and foundations. I I l� nstruction of•the•home.• •• • , ! I �� 1-M1-1q o Connection of the utilities to the'home. 1 • o Installation of MR#5 required BMP's ' i / • • • 1 • \, . •' ,I: .1 . . ..: . LOT ' ' • / (.; r • , • -. � • (?7MQ G.l O ) �ioly`r12uC1o1--SV1 / Lu I . . , •. \ . - ; -Q�� �1 I 77 l� l- -, - I t1 ' •. • tg j14 /' I i n LOT INFORMATION -------/I. II +_ 922 ji: t - �' 0;,i.,' ! : / .�. ¢ - - .& 5 i ILA i OWNER:SIEVE AND GAROLE BLEISTEIN t y/ t: . , ', I• r -- ADDRESS:9990 ROCK RIDGE PARKWAY LOT ' • -A 5 r— T. °- tie�al °"",' i I 7• PARGEL#193g52 ` r ~ 41t* ��� �� - LOT9•ROG�RIDGESGUtHPNA9 4, 1 , if I DFIVEINA.Y ENTRANCE. ' LOT 91ZE:10,0429wP7, ` . II i___ _. � — '•8 4 t • j i �V��� mAgBUILDING,GOVERAGEo )•9,06(1501T. �--- (• t •I. • ' • . ;'r, ... 1 �1 �°oaCor ?II r1SAXWID7HI520`PERED51./'r� r 6 (I;•.• f �: •• PFHkIGHTl�51a j' I 1 T NPARDS, . l AGTUhLBUILDIt1GGGVERAGE•96E28QNT, tI. I — 11 ��` , fff j j ' r . li ° L r. HOUSEIMPERVIOUS:4,023D•FT,(ROOFANDDEGK) )•�I; ;,, ,;,;� •)L' =i' j �t IWiWAY ! "`�'` I - 120.N Yt,Y IMPERVIOUS:T66 SG,PT. b�,• 1.'.• •' . . ri1, .y-- �o .p rt.- /' 1 � i..::: I., 1 j ., i I In o. • C� TOTAL IMPERVIOUS:5.216 90.FG 1 'ry © '`:A _ _ ' - ; MEIGHTRE9TRIG710N•10'A50VCSOUTHWGST ,� , .2 ^�; rs - /��� j � PROP.GORt1EF �, 1" I •• _ I ' I _I ' _' I 1 ,7;1 '�..- �' •-••rDyj W V��� A I_'�' • I iL E_. i...tial_ _Y • i t "77 r'7 + I I C (�;� IU I. L ^ .• ;:f�•-�I". • � 2 i "� ,t/ F- 7 .� •••!/ I I • y I —` • S 1 G> ri ,q�`, \1 • rt,- "7 , I r J •,� , • Q r NiN�IG. I' .1' I� PPHCIGNT:45 :. : 1 ' 1 , 1 r ci' G� I 2' I t j i i LL u �' �51�rv,2(aE 11 I ,.-j '' /'4 r 0 •' i4 I L _ z -A 5'M1) GZ�-,3- Star � . C. _. p �, • i i y; -� f yy {1� , I IILI K i coilRrY ,' 1 I.. I ; r 1 I ry t i _J • I;. ,'•xl 1. , ..� � { �� �,•--y�� © ,; : , it %.;�[ t_ f L rt 'tf t .t . 1 ,+ Pi • •I - T. G��� ' ���lJlfi I 1 ..,.r.: -r-r. t, { {1• ' ,,,� ( - a�;,a1 tI l` EE ' I. .�•'', 1 r S . I \ - 0 Drnf'$rn� G Z.12-1 f N\Q 1t�G ' (/ /. •„ ,,• 'r . ..:' ' • - Jr:, } 1 ,4 I 1 1 I+J ' J' 2 r ' t Q. it i I I { �1 I , . W i l.r� V � � �y, '�I� //I '1 y•r.. • ) .;'� f` I i ��` ` _ f\ �LL... 4,1_ 40 DM? -: . . .. ';...-,....!....:V..,:L•.. . - --,...i 1.r • `�6 /\fi� �� I '' ,s d l ,. i2-1 t , i v rEV^ iT _ .- '7:2':-,.xs\ (-;'.7, 7' r 1 71 �t-.- 4 .+.L� al �yl•'. 1 ' NCIb1iT RE5TR1;7ED o.••"1 \ \- \' 1 ��t ito, • l • tit 1 i-1 V A x — r= r .-. _- !.I II ' `" -rl�' t0 HT.RESTRICTION I I-- F y !Si 11 l / 1 tiOr I �:▪ �Qo :{IIFASl1RLO mPROP.GOfWCR • • \ .•• • ' "( inl ~�z ,6. DG LOT 6 -- \ \'\\\ g > S New I i `. \� g � • - e- i:Pitc„ l )f-.... ... `,..• \ ....... tii tr, . Lag • y Ec • , i . '''''Nx • �r '' spR� I �� �,`' . 2:;.:-:••:-..:. .. ••••:,, i \ r r :�;. • OWNER APPROVAL j • I fO� • ,,•'` :•:C;: is r- , N ( / • S;i . c<' ••• •',�, r '�Y,, Y`I -•2 j, BUILDEFAPPPtiOVAL • i42'48" r' ",'� •'�y :• .': :;:. : ',;;:yam ,,..K.. ,.,9: ,I paslc.MED FY': • J. 5YICORA, GPBD O BMP G154: CONCRETE WASHOUT AREA QQ BMP G235; WATTLES 0 BMP 6105: STABILIZED CONSTRUCTION ENTRANCE / EXIT © BMP T5.15: POST-CONSTRUCTION SOIL QUALITY AND tr PURPOSE PURPOSE DEPTH OHy,T•7?:b 4Y; `ra PURPOSE t• PREVENT OR REDUCE THE DISGARGC OF POLLUTANTS TO STORMINATER PROM CONCRETE WASTE BY CONOUCTIN6 WATTLES ARE TEMPORARY EROSION AND SEDIMENT CONTROL CARRIERS CON5lSTING OP STRAW EON rosy,OR OTHER STABILIZED GONSTRUGTUCN ENTRAHGLS ARE ESTABLISHED TO REDUCE THE AMOUNT OF LCCIMCNTTRANGPORTCD ONTO WASHOUT OpP•517E,OR PC•RPORMING OIt•5ITEWASHOUT IN A DESIGNATED AREA To PREVENT POLLUTANTS PROM MATERIALTHAT IS WRAPPED IN BIODEZRADADLE TUDULAR PIACT1G OR SIMILAREHCA51N6 MATERULTHEY RIDU'J_THE PAVED ROADS BY VEHICLES CR fCUIPMEIT,THIS 15 DON¢ST GOHGTRLCTIN6 A OTAOILLZCD PAD OP OIMFUe SPALLS AT pLrgPn4.Aun nrraimp • ENTERING SURrAGf PATERS OR GROUND WATER WLOONYAHD GAN SPREAD THE PLOW OF PAL AHD SHEET RUNOFF,AND CMGAPTUREAND RETAIN SEDIMENT.WATTLES ENTRANCES AND EXITS I,OR CONSTRUCTION SITES. NATURALLY f1{HDI57viwe )501E AND VEGETATION PROVIDE IMPORTANT 970R1•IY(ATER FUNGT10115 cJCAI E • ARC TYPICALLYbTO 10 INCHES IN DIAHRTCR A•1D 25 TOED rLTT IN LENGTH,WATTLES ARC PLACED IN SHALLOW CONDITIONS CP USE INCLUDING:WATER INFILTRATION;NUTRIENT,SEDIMENT,AHD POLLUTANTADDORPiION;SEDIMENTAND POLLUTANT y GCNomoii50r USE T KEN GHE9AND6TAKED w.DiN5 THE CONTOUR OP C)STUPSCD Ott NEWLY LONSTsVC.mDSLOPES.SEE FIGURE II.4.2N LONGTAUGTIOH CIiTINNLPJSSHALL pCSTADIUZUPY*I! LEVERTRApPILWILL DE CHIMING ORLCAVIHGAGONSTRULT(OH el°FILTRATION;WATCRUIT6RFLOW STORAOC AND TRANSMISSION!AND rOLLuTAHTDEGOMPOSITION,THESE FUNCTIONS ��!}" o 'Ir U•{.{•�• CONCRETE WASHOUT A CA fI T MANAGEMENT PRACTICES ARE IMPLEMENTED OH CONSTRUCTION PROJECTS MERE; WATTLES(PAT6)FORTYPIOAL CONSTRUCTION DETALS,PO DOT STANDARD PLAN I.50.S2•00 ALSO PROVIDES INFORMATION BITE IF PAVED ROADS OR OTH!R'PAVED AREAS Me WITHIN 1,60E PEST OP THE SITE.FOR RESIDEHTIAL CONSTRUCTION ARE LARGp1Y LOGTWHCH$DEVELOPMENT STRIP6AN!1Y NATNS SOIL ANDVCGCTA11OHAND R-FI+1GE5It WITH MINIMAL •GQQICR;7E i6 USED ADAGQNBTRUCTlOI MATERIAL. _ .. • . ON WATTLES(H7TYifi11W"tJ"NSDOLWA.GOvIDESIGN/6TAHDhRD?C!W15.HTMM6EGT(ONI) - --- -- - - _CROYIDE 67A5!LRED OO$r,TRUGTIOII CIITRANGE6 fORCACH kIBIDCNGC,RATHERTWJI ONLY ATTHC MAIN 5UDPMSION - TOP601LANppOD,,NOYOh.�hRZTN! JNPORTANT 5TORMvA,U FUNCTIONS Lost,cur SUCH LANPSt .PCB • DATE •rr I5 NOT rO55leLC TO DISPOSE OF ALL CONCRETE WASTEWATER AND WALKOUT OPP•61TE(READY MIX PLANT,ETC.), ENTRANCE,STABILIZED SURPACES SHALL DE OP 6UFPILE:NT LENGTH/WI DTH TO PROVIDEV_HIGLE ACCE551PAAQN6, THCMSELves BECOME PO'tUTIDN GENERATING PaRVIOU*SURFACES DUE TO IHGRSA5eO U5E Or PlSTICIDe5, - ,1 a �u • •CONCRETE 7RUGX5,PUMFlR6,OR OTHER 60HCRETE COATED EGUIPH:HT ARE WASHED OH'WTL NOTE:Ir LESS THAN 60NDIT10N5 OP US! °ABED ON LOT GIEFJGCNFIGURATION.ON LARGE COMMERCIAL HICIGNAY,AND ROAD PROJECTS,THE DESIGNER SHOULD FERTILIZERS AND OTHERI�LND5GAPING AND HOU55HOLD(INVUBTRUL CHEMIGAL5,THE CONCENTRATION OP PBT 1 -21 -1 .1 10 CONCRETE TRUCIU3OR PUMPERS NEED TO Do WA5HC0 OUT ON•SRQ THE IN/SWAYER MAY DC DISPOSEDOP IN A LISS WATTLES: INCLUDCENCU6H EXTRA HATERW.6 IN THE CONTRACT TO ALLOW FOR ADDITIONALSTADI'JZED Ch7RANGeb NOTOHOWN WAS. POLLUTANTGTHA'(A„yONPAHY KOAp61DR LTITCR,CLTAOL!BHING SOIL DUALITY AND DEPTHR AAlt4S FORMED AREA AWAITING CONCRETE OR AN UPLAND DISPOSAL SITE WHERE IT WILL NOT GONTAHIRATe GuRPACC OR •IN DISTUR5uO AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. IN THE INITIAL CONSTRUCTION OWPr'.IT IS DIFFICULT ToDETERMINE CXLtTLYWHCRS ACGESSTOTHESR PROJECTS GREATERSTORMWATER P NOTICES IX M THE POST DEVELOPMENT 1ANpnGE,rROVIpL4 INCREASED TREATMENTS, aItOUIID WATER THE UPLAND DISPOSAL°ITC SMALL OE AT LEAST 90 PEET MOM 6EHSITIVB AREAS SUCH A6 STORM •OH EXPOSED SOILS DURING THE PERIOD OP CROAT CONSThU611ON DELAYS,OR OVER WAITER MONTHS. W E4 CLTAX:PLACE;ADDITIONAL MATERIALGWILL ABLCTHE OONTRAGTORTo INSTALL THEM WHERE NEEDED. POLLUTANTD AND SEOIHCtI)T5 THATRCSQLT FROM DEVELOPMENTAND KADN7A1TO14,AND t4INIMIZR5 THE NCtO FOR 6CMC DRAINS.OREN DITCHES,OK WATER DODIEG,INCLUDING WETLANDS, •ON ELOPES FIGURING LTASILIlATIOH UNTIL PERMANENT VE6CTATIOH GAN DC CSTAD'JEHUD, LANDSCAPING CHEHICALStTHUG REITUCERS POLLUTION THROUGH PREVGHi10N, -THE MATERL4.U9!D DICTATES THU EPPECTIVENC56 PERIOD OF MC 341).mC.GENERALLY,WATTLES ARE TYPICAU•Y Alin ICAniHa AHn!LytT1TIOHS "�'T-` ~" -"' -` •i -- CFPCLTIYC POR ONC TO TWO tr./ZONE., . NOT7b SEAtr C6TADLUSHIN*A MINU4UM E01L DUALITY AHD DEPTH 15 HOT THE SAME AS PRIBERYATION OF NA7UFALLYOLGURRIN6 �4'� ,- inlJelrIInap •PREVENT TILLING BENEATH WAT7LCBDY PROPERLY ENTRENCHING AND ABUTTING kWTTLl6TOGETHERTO PREVENT SOIL AND YeGCTATION.ND{^L.VCR,WTADUlHINGAHINIMUM 60S.GV.WiYAI1D DEPTH WILL PROVIpL'IMrROVCD ON•SRE '�1�, WATER MOM PASSING BETWEEN THEM. MAHhGCMCNTOp STORKtTERPLOW AND WATER CUALITY.SOIL ORGANIC.MATTER CAN D!ATTAINED THROUGH L..�.. NUMEROUS HATERIw.GSU'HASwAMPOST,tomForTEDWOODYMATCRIALEI05OUDS,ANO FOREST PRODUCT L•�•+ [ 1 ' �•-• Lab'aril Faxing RESIDUALS,IT 15IMPORT/4 7 THAT THE MATCRULG USED TO NLTTIC SOIL QUAUTTAHD DEPTH CHI DE APPROPRIATE 4�„p' D A Q (•'l anYeUco DESIGN CRITERIA AND OCTICIGW.TO THE PLANT GOJOR70 pEl6TA51!.HSD.Lp:IW!SE,IYIS IMPORTANT THAT IMPORTED TOPSOILS �rr j������ ��J �•- �tt!]UYp •HARRO W SHOUL!CULA[6 ACTLOS FLOW THE SLOPE OH ANC.PARALLEL P12' off cosINCHES IMPROVE LORGONDITIOHSAND PO NOT HAVE AN CXGESSIVI PERCENT OP CLAY FINES.THIS tlMr GAN DE GONBIDCKCD -' •IUItRO'NTRCNCHBSENSUES tla NDCU6 AGK05D7H6ELOPEOH GOttTOURTOAperTH OF G,76•INCHC60NGUY p01L8 0 R!5)INFEASIBLE'SO ISINDMONSOpu56R OT HAVE AN S9PE.551YE ��'Bean StrWuup AND BOILS WITsGMDUAL6L0rtS,ONL005:SOILS.STEEP SLOPED,AND ARCAeWR'rI HIGH WJNP.LLL,TMlTRENCHES TILL SCR 1D Ot7 Fla VaDrtFlq SHOULD EC DUG TO A DEPTH OF 9•TO 7•IHCKES,OR 112 TO 2dl Or THE THICKNESS OF THE WATTLE. '�O�b. /� P"AIAN A I Jinn tHP•A LU - O 0 •STARf WILDING TRENCHES AH01tt5TAUJNC WATTLES PROM THE EASE OP THE SLOpC ANC.WDFr U►.SPREAD 1L«�1� ,� f •COIL RETENTION,RETAIN I IN AN UNDISTURnED STATE,THE Dun LAYCI:AND NATIVETOP60R TO TH6 MAXIMUM EXTENT >msT''L thou A EXCAVATES MATT:R1hL CJEHLYI•lONG THE UpWLL 540.E AND COMPACT!'"UOIHO HAND TAMPING OR OTHER METHODS. ,,,0011.' PRALTILAILC.IN ANT AREAS !QUIR11106RADING REMOVE MO 6TOGI PILL THE DUFF LAYERANOTOp601LON SRC RIA �� u .1 •GON5TRUC.TTRCNCHl5 AT INTERVALS Or 10.TO 25•FClT DEPENDING ON THE STEEPNESS OF INC ELOPE,SOIL TYPE, rl OBSI6uATCD,CONTROLLC ARrA, HOTADJAGCNT TO pupLIG!eSouRG05 AND CRITICAL AREAS,TO BC REAPPLIED TO 1 I \ 0 1m. •1 AND RAINFALL.THE STEEPER THE SCOPE The CLOSER TOS ETHER TM!ThCNLHCO. T OTHER PORTIONS OP THE ire WHERI1 r!ABIELE. i • ;i.•nv;%' pgTpl •INSTALL YHp WA771ES5NUG LY INTO THE TRCI1GNe6 AND ABUT TIGHTLY END 7'O END.DO 110Y 0V1'%LAP THE ENDS. �-••• 411,...7isan i ... ••60R CUAUTY.ALLA• ^ • 6UWCOT TO CLEARING AND 6KADIN6 T1LAT ItAVC NOT CCUN COVERED EY IMPERVIOUS Y ea _ I •INSTALL STAIN!tSAT CASH END OP THE WATftu,ANDAT 4•TOOT LINTCROALON6ENTIRELENGTHOP WAT74p, ,"�` 1...E • i �# GUMPACE INCORPORATED NTOA DIWNA6t FACILITY OR ENGINEERED OS STRUCTURAL PILL OR ELOPE &HALL AT , '••-- �i •IP REQUIRED, IIISTALL mar HOLES FOR THE DIMES USING A STRAIGHT BAR 7O DRIVE HOLEO THROUGH THE WATTLE " \ PROJECT LON.fLETIOILD ONSTMYC THE ECLLOINIHW • _ Iti O ' SDCt(01111),^A AND IHTO THE GDLL. ,r� r a `� +• �`;•• ~,_ Ae, 10amw' 1.ATOPOCILLAYLRI'�7THAMINIH8I40RGi.HIE.MATTER CONTENT pP10t1 DRY WEIGHT INpWNTING BEDS,AHD Th g P(A 10 m1P>ooVO L:dn7 NdtL -• -WOODEN STAKES SHOULD BCAPPRO).1)4AT'ELYW4 XD14 X21 INCHES MIN.WILLOW CUTTINGS ORDfp•IHLH RCUAK CAH rL� 017T� maezo y- �� .� ORGANIC.MATTER CONTOI.T IN TVRF AREAS,AND A PH PROM 6.0 TO SA OR MATCHING THE PH OP THE UHDl6TUR6ED COIL ! '�' I; AdtNte/ES ALSO BE USED TOR STAXE5. /� Y� '�• The 70ft104 LAYER 5HAL1ti HAVE AMINIMUM DEPTH OF EIGHT INCHED EXCEPT WHERE.TREE ROOTS LIMIT THE DEPTH OF r •,tit., du!grrtdav0lnva.8eb, •DTAkSS SHOULD Et DRIVEN THROUGH THE NIBBLE OP THE WATTLE,LEAVING2TOSINGMCS GF THE STAKE PROTRUDING � r,7- ^ INCORPORATION OF AMENDMENTS RETIED TO MEET THE GRRERN.GUBSOIS aCLOW THE TOPSOIL LAYER SHOULD BE ; •T{p0 '190rOWGrade' S. AP peplavrocnDut 0•BOVETHEWATTLE, �nWO/ev9Y �� �,�anitIIti ' GCARI.ICDATLCA9t4INC1IC9WiTH50ME1NGOR?ORATIOHCPTHCUPPERMATCKIALYOAVOIDSTMTIPIDDLAYEAS, .•-, i Wed iSid t•Jllfµ(iIA+MCILa t� ',�. • ..” WHER,.PCA,IELC. _.__ ,.-.t-.t A*Il 1anic OW taslxldi plaits A-ruhGn9nwn '1e■gnna CaiCalD MAINTENAIILRS7AH0ARD5 4••6'gnrry 3` , MULCHrWITING0E05 '0TH2INCHESorOROAN16MATEIAL evni:tputlg aj. •WATTLES MAY REQUIRE MiJNTCNANCE TO ENSURE THEY ARE III CONTACT NUTH SOIL AND THOROUGHLYENTRENCHED, Iyallc •Vi ... 9.USC COMPOSTAH00T1 'RNAT$RW,67HhT ME( TTHC9l OANIL CONTENT kDCUIRBMCM'6- CSPEGULLYAtM'R916NIPILAH7IWHFALLOH8TEGPSAHPYsois, ,r � rN .\711EOGANICCONT IC/7PORFRR•APPROVED•AMNvHclnRATCGL:JiDUHTONLYU51H5COMPOSTMEEtIM6 �ti " 1 ' 'NovJirtm ! THE COMPOST$PEGIPL.A NPONBHPT7D: =RETENTIONCELLS,SWALE6,AHDIMNTERCOXESS(P•g54),WtTHINCT ALSO HAve AN li3• Goolaltttr: `.� // OGA}InMATTEK GONN OF 4oS5To d AHDhL g0N1TRD6EN Rq 106251UPS OR MANURE.THE TTM•'CA00TTOO NITRD6ENs/ r. ) vtvkai (t::0) t\ r45 RATI014AYCt AD HIGHA9 B.•i FOR PLAH;IHGO COMPOSEDENTCLY OP P!J,NT6 NATNTOTH6 PU6lT 60L'HD whom/viskim •• te 4�y \ LOWLANDS REGION, ' API 'Ell 6elp,Ng 1.1(1'•d \�' r,;}'' } �� , ��.� \ a,CALGULATup AMENDMENT RATES MAY BE MILT THROUGH USE OF COMPOSTED F(A,TERW.MEETING(A)A6Gve;OR 1 ,,;(\,Af �•', '• ;,,,/•,• IiJ,�r TtjP� �,1/\ OTHER DRSAHI&MATCIU/S�IhHENDIDTO MELT THE CARBON TO NITROGEN RATIO REODIICCMEt7T9,AND NOT!XC!UPIN6 1 • z THE CONTAMINANT UtU7916CNTIrIw IH TABLE.:OB,TESTING PARAMETERS,IN YVAG 1T}:SO 272, a;ikc pypl• t ` GMrJre pllaYmaot ' c .,: 3 K \ I. "�^ THE RESULTING SOIL SHOULD LE COI(DUGIVt TO THE TYPE OP VeGCTATIOH TO Da CSTAE.LISH-D, etra,Pttgcnitllw :` 'i • ,t}. !!! , ECminlruvnvJaknvx* �Cl{OK .3 .Wacadalpngtla0e ��" • IAr Papt:cN rd3 IADreq amanitcflbe I.IMf•L-MCHTA77CH CfT10Hn THE BOIL CUALITY DESIGN GUIpeuu!5 LICTCD ABOVE CAN pl MET BYVS)116ONE OP THE tbnl:lva - , shad atilt ParnUlanp.penn': METHODS LISTED DCLOPa I t0 n11paIL•tuthp � • 1.LEAVE UNDIGTURCED NATIVE VEGETATION AND SOIL,AHD PROTECT PRIM COMPACTION DURNG CONSTRUCTION. 7r;o-ukdad 2. it larttaxmnndo tnxl .Provldotupt'kN 7t1.rt lryh fS(Z lhta UanetJaS o1N ranrla rub 2.AMEND WaST1NG SITE TOPS GLL OR SUBSOIL EITHER AT DEFAULT•rnc.ArPROVED•KATES.OR AT CUSTOM *cog[mac "-"E I, '0 • P• p 0 CALCULATEDRATEDDASEROltTESTSOPTHCSOLLANDw4ENDMeHY. i A;• 1 •'.." cjovacd't;o4n3l WWI •Aria O T1rpo"QbpuoGEa(ip",wJlflWoodPIal •,;;.:. *IL Ta : ': ` drJnc oil lhap8d, 6. STOGCPILEsi !STNOTG7•_OII.OURI!10 GRADING,AltoRBFLAGSIT PRIOR 70 PLANTING. ST06kP0.CO TOPSOIL MUST LL NPTTf1JCALE '`. TD luj('•',� _ ALSO DE AMENDEDU IletErDTOPL^CT THE ORLANIC HATTER OR DEPTH ICTOUIRE4CNTS, EITHER ATA DEFAULT-PRE- Z a `. APPROVED"RATE OR AT USTOM CN.CULATED RATE. i ( lA ,V�J la-ecis-eIIQ • 4, IMWOM TCP60:1.MDC CfjSUMIGICIIT ORGANIC CONTENT MP DEPTH TO MECT7'FSC RCCUIRBMCNTb. p,l ell i~IgUre 11-�•1i.� �± a MORE THAN ONE METHOD MI Et USED ON DIFFERENT PORTIONS OP THE SAME SIT&SOIL THATALREADYMEETS THE `9I •�'rL� •,• ,• ` , 'r'IC IilrPr' �I',"t•''1 .1 DCR14 AND ORGANIC 1MTTFRGUN.ITY STANOARD8•AND I6 NOT COMPACTED, DOES NOT NEED TO CC AMENDED. • Ctincrete Washout Area ::'. S ; • -;.. 7 ta15111�ed 'Constructio '' E tr II DEPIIRTMCttT.'DP el Rcvnw JururoTO Span,pacpunaa n $n� MAINTENANCE I m m taatyAi and `;' rI DLPARtMEfIT•OP RMtcd Juba 2015 • ESTABLISH SOIL CUN.IUY AND DEIRI TOWARD THE er00P CONSTRUCTION AND ONCE ESTABLISHED,PROTECT PROM 2COt QGY ebrI SWORD= r� p ECOLOGY COMPACTION.SUCH ASWNI?N LARGE 14ALMNERYUSE,AND FROM EROSION. PlenaiioI(b lAxnxey rvaeacs. cpyrfpnthtm'lW copyright lnnaA,PcurBvtaru, Sadtuanvnr vne ntnler Dldo of VinMngm IanlNOonof old Atdahtm. \th aid naLV31=Ja W. ,PlaaLa6aah:p7ANNL'OaXVTa.QaYri\ylEnph;Ab!Utar eo phlntc&IRl ■ , e Ili a \ ' Bfale oT Vv tb4.61on •-ptilauictUoUlA ' ardJlad:ImvA p>>` '�WW penny, • PLANTVEGETATION AND MULCH THE AM ENDED SOIL AREA AFTERUILTALIATION, �-'.,J eipWnJ•pelvl0.itw rota 24 '• •LEAVE FLANT DEWS%ITS EQUIVALENT ON THBBOIL SURFACE TO REPLENISH ORGANIC MATTER - Qft.. •REDUCE ANDADJUST, i ERE POSSIBLE,THE USE Or IRRISATION, FCRnUZERs,HERBICIDES AND rESTIGIDES, 0 BMP G1230: SURFACE ROUGHENINGRATHER THAN CONTTNUING7O IMPLEMENT FORMERLY ESTABLISHED PRACTICE'. 0 STORM DRAIN INLET PROTECTION 1-40.20-00 1 4 ;? )-- Pigpen: 1•G1zETHS BELOW INLET GRATHDeVice(BI60)CCM THE STORM WATER STRUCTURER WILL EUNICE 0 BMP G235:15ILT FENCE 2. 11.1 Curteea roughmyng aide In tito aclairchmanl elvegetatve fovea roduue runeff voloolgt Manua lMlaoUn,and fire.Tdaa for*adman! Z trapping through my orni.0an of a rough Ball carton*.HO:oral dsprotalone tun uaatodty operating a Wu or albartWmblo oqulpmanl J••?,(T41tSna10 2.THE BIGD9)WA.HAVE ABUILT IN H1SH•FLo'n RELEF SYSTEM _ on oa cznaur or by laming ikon In a=phoned condition by not 0n grading thorns Uvo Ode OMRIn cm:uncton WO other EMPo cult (OVERFLOW BYPASS). PURPOSE I n seavedND,mUldlbp,a;aaddplp, �i}; USE OPAL0.T PENCE RCDPLt6 TN!TRAHSPORTOPCOAR4!SOD!HCRT PROM AGONSTRUcTION CITE EY PROVIDING A 1.- - µw- -• \ • -- (L-3 - " - -- O'•111•p;a; - - - -C1HBRlTRICVAL SYSTEM MUST AJJ.014 REMOVAL OP 11.1E p16D WffH0UT5PfLUH61HE GDLLECTCp 14ATERIw. TEMPORARY PHYSICAL DA ICR706lDIMEHTANp RCDULIN6THC RUHOFFVL' AGTIC50E OVERLAND FLOW BpC FlGUF^ 6 (� -All Don show thin 3H:IV anti groins than 6 vertical lot mate wan roughsning la a daplh of 2 to 4 Indio paint to Ioodln0. \>': ' /' �;C``f�.✓ �00•.Bgrhrd IL4s.14 GUT PENCE U'.954)rGR DlTNL60N BET FENCE CONSTRUCTIONZ � 1.� 1v('1 -Arose that Minot bo et Wand hnmadratdymey be roughened to tt0uce•mood voladty unN wading laY.00 Olaf*. ,��re 1� 4, PERFORM MAINTENANCE M ACCORDANC¢WITH STANDARD 6PCGIFlG MS 0-01,005). WLL1 V -Glapa*with astab's rack Taco do not maim rougtlardng, Lan Luke Irk, •`, •`��S\;, f.ONDITI0H60P U0! A tu -Clopts when iiw.Ing tt piomod clautd not bo atcnolvaly touph0nad ['%'11\\. �% SILT FENCE MAYBE USW OMH91APe Or AU.DISTURBED ARPJ,S. "•' Ea \T"'• % Tf • JJ 1'xl•5.5•a. . . ,.yy SILT relics SHALLPREVC son.oRKIEDBrWHOF1'WATERFROMCOINSDENEAIH•THROUGH,OROVERTHETOPOP /,�(/ ti;{� �/ ( Ga7L THE SILT FENCE, BUTS IV AL.OWTHE WATER TO PASS THROUGH THE FENCE Z ♦ / //ti WSW m &f I I al LILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS,HONIG a'INTCH000 TO TREAT SUOSTANTNL AMOUNTS ,0 0 ffAA n\, ROTC: Dunr a•-•'1tt OP OVERLAND PLOW.GOHVhYANY CONCENTRATED FLOWS THROUGH THE DRAMA°r SYSTEM TO A SEDIMENT POND. V LA ��ata. �- l 1. sitoutlingocionteatpr*a,llil Rlramantaniecg0oalilaJ 4. DO NOT CONSTRUCT SILT pgNGLB IN STREAMS OR U5E IN VSHAPC0 DITCHES.SILT PCNGES DO NOT PROVIDE AN ILl 33-1 O _c.�y�, +?yam,....- .'•.w. cn. I A ohha tiBl'iia'Uuc7{,.r. •7 P•12Grn1g dcoP.4wt:nemlov, • '' ADlfCl1ATC MEINOD OF 911f CONTROL PORANYfHING DCEPlRTHAN GREET OR OVERLAND PLOW EX Z .r" "ta.. Racf.v- RulcatwufylyaalmladaotunynJeraweimd{*A NOT701'VCAUJ rars.rrrornst �=,� f�, LC. "03l"ya•cs-oa e . �� o,onmin+r t)r a (+� O •� �y T' w�"�_`+. ••- "J-Ii( . Vim/ Cn _` �',a..�°�.„ Fi are it-4:2.i4 ' ''� ► � .*,..tfeafw� p . JobNsbr'plytubrbett;TCaepOeM f l lua Ic t .��e�">Lm �. . Wattles tt " _ J t . -..-� aGuM NLt anion iptap^s or 1.,1�•.{ m _ �'�• atiie.s (1 tore 1 My �. w-'. .o. o. DEPART SIENT OF RIMS 11Ganttlet Z115 II (i �l �,._ ''.z to ECOL •OGY irofiw OR.tloaccequiawit. ,�,�+'r 'e'A.ym es. U M4nd'rd utraigth laic mad • Aincetoon 9•wv r en. Gr+L.� qr' m thtc bflw. 3nDilGdmllprCaPytl3M mow peMt!f�IdrR ....- ne I . .�4< • •G.iui:i:i■ii'- iii '.• C �> • _ ...is c�oa Matto! L'lauhln0lon farJaaon ol¢eaSy arm drecSlray. •'i r� •• •,� •;''•A1• 1 �\c Y+ '' �' f • .9•• 1'4:fir ' t.J,'v' f'4 �j•,��. Ci is . v i_ A tradbtgwtfltnutJvmyupandanPa f a ...21. a ® BMP G123: PLASTIC COVERING 4 •.•`'`4. '``s ' 0 x� � E 7�FC I No obpSoreN'aapraamlluteiS S. .�. a t' r' ctl 1 tG }�\•}.k �aA ��'�.:' ■Gi tl 1 wlUr adn'0,faadtL and rodu:a tuttclf. \• f>',y� ''c a. ""u. �A PUlJP05d •..�-_-]•-� • • '•4,\ • \ {•i;•7�NA'S ... • .., ■! ts C L .3. eaamrre,r i s+- ti ,•• ••• 4;�y.�0..} r••r��4;:S5Vinn ..I 5111 �• PLASTIC COVeR1110 PROVIDES IMMEDIATE,SHORT-TERM 0R061CN rROTCGT10Ht0 ELOPES ANC.C787VRDL'DARES, m,u 'r �P�' tic ` • \ i' , `Yj, ,; 5i �1 9L' e �? % / Y" • IT eV., . Tr3 loop WHOmow80PUSel -- rr`--� ]EEyp]]!4( wctCPLAS IC COVERING MAY DI UGCD ON OIGTURDEDAREAS THAT RCGUIRCLOveR McAVURC6 PORLEGSTIO•H 90 DAYS, 1,INawrm G•mdx t • CLUK4 ExCEPTAS STATED D•ELON rLA5TIG 15 PARTICULARLY USEFUL FOR PROTEGTTN6 GUT AND FILL SLOrtS AHD STOCKPILES.NOTE:THE RELATIVELY 4!;t Pram I I - 1 p{`{r,G A� RAPID .. Et�a� rl NORMS)!AKDOrdIOP MOOT FOLYBTtiTLCIIE GHEITIHb MAI�SIT UNBUITADLC POR LONO.TER4(GREATER TNfJ151X Po'l laxdplTnla7 Eh ,+,y2, 005 ttl• gleM p r� r U .) knit' I . I ' NORMS) m6'-Il nil tatakgauFvd W 9 l91 nit' T flirt. � I. -DEC 70 RAPID FBINOFP CAUSED 0Y PLALI7000V!NINd, D011OT USE THIS METHOD union OP AREAS THAT MIGHT 07 •tc:wwte�ii rrn'rS t two tom.ot4IVIvalaN• •P t'i '((fill �. A ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.DUCH/MEAS INCLUDE STEEP MINOR UNSTAtLE SLOPES. tau vaMxainmm0ny i Q. �Ia� • rN • •PLAST105HCETIN6 MAY RESULT IN INCREASED RUNOPP VOLUMES AND VELOCITIES,REGUIRINGADDITIONAL 0H•51Te -arc-CC-C. �tl I p tilt �1a ~ r-,. MEASURES TO COUHTERhGTT eIHGReASE9.GRUATINGATh0116H WITH WATTLED 0K OTHCRMATERIA.CAN CONVEY -N=11 /Tell-i` 0a b -'�l!". ICI -jfj i4a C1CAH WATER AWAY THESE ARIAS. „ r: '�=' ` - .***try H Ba.one at entdva 1. P 11 I 11g.11 Ir,il. ��` Law. T a... --'�•- 2R ja 1o1=rrr•Zit h •YO PR-"VENT UNDERGUTMG•TRENCH AND DAGc•ILL ROLLED FLA5TIG COVERING PRODUCTS, C '9 tier `-- NSIMdudtbanpinNWi. d u \� PT 0"min = 1.-'IiFL �, i � • I t: r-n=„ / U=11c -WHILE PLA6T1G151NCXPCH5IYl t0 PURCHASE,THE ADDED COST Op INSTALLATION, Mwt4TCNANCC,REMOVAL,AND ' Z '' "jam fa¢a .1- lidil• '(/Gm) (Winn) 4L=11II DISPOSAL MAKETOMexpENSIVE MATERIAL,UP TO 1 0.2a0PER 5aWRCYARO. �'• \ E Nil :1=11=11-a 11- 5 •'- �' ] f=d1=11M10It-1 � / 11 -fWENCVEN PU5T16U USED TO PROTECT SLOPE5 INSTAL.WATER COLLECTION MEASURESATTHE EASE OP THE4 Blot lsbdc I g ' • I III i11 D. `-!1 SLOPE.THESE MEASURES INCLUDE NLA.,TIC-cOvERED°ERNS, CHANNELS,AND PIPES use TO covey CLEAN N. �4 iI 7.Mii . Oa "}'•.--IrB-t t RAINWATER AWAY PROM CARE SCE AHD DISTURBED AREAS.DO HOT MIX GISAt1 RUNOFF PROM A PLASTIC COYCRCD 1 I • O�N- ! 'n-If don tour Furrows SLOPE WITH DIRTY RUNOFF FROM APROJECT. �y - R�� { ` n ,•\N ``�_a ix�nll h, _ • YVhd 7.!Irv!,�Ildh-� A mWn h o'rmtmrarPrafrerJ y-Iln-llc,, �, / ' Bxdili((r1aCb15U1 .�/ ,r.tC ` :9-6l `.i(-•'!!=.I fir_. r _ / •nleva:ail u):.• n, :•.:. �• c •U=Ill-Ilw• t=1 =if-u-., r ..,.o. LSnhixhedDaaal ^;•!- SW:7- GrmvE lvtl.calch ar:cd, fg4Ulta6 .1 {� 3 mn U- I••,I ,=Eft-,1=1 w..rw rreirch•raAJ+l.:ceaocacpilitanoR. c11�11 u _ vSlit �L .. > �. , hltnLroum ` \ • OWN ER APPROVAL.'-IIG IIfs Ili re'll-Itz 1- aY4'tranM `t115 IF 'III ar-ilII I�n�1 III II; • lrrnv W. lima ' ' =Pic NOT OSELLE p auu:YEW orrwfawrsa--- ` I*Pgure';Il-4.,9 : = :=..� NO To&GALQ STOMU1 D*M)1 BUILDER APPROVAL el .St 1 gl-id:C heniog• Tracking ttd.=ZPROTCG7TDM Figure fI-4;2: 12 sTANDARn PLAN IA0.20-0D grid:Coritoia? Furrows nowt NCI Sitt;Fence • DEPARTJt111T QR , r r ' '• PAGE. Rarrso6..u,!o 2D1.. 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SYKORA, aPBP Construction Sequencing: (Note: sequence may not fall in this order, but close) / /// °` �� � n r� • r 1 1 f" !!! �. 0 0 Installation of Erosion and Sedimentation BMP's. -/ 1 / / f /- �r. a Minor rock excavation work to ensure compliance with required BMP's under Minimum ! // /7 / 'Requirement 5 and S. , '` / �,;. �" �o' u. .�, o Installation of the footings and foundations. - o Construction of the • _ •• t / - -- _ - o Connection of the utilities to the home. / Or_________,_ 1 \\ . , / Y . 1 ` / , I o Installation of MR#5 required BMP's E �� LOT4 /) ' 1 i l r �/' / .• .. . t \ . I : r I \,, 1 7 ) 1 \ ,. \ . ' 1.41 ti. \ • \ / 0 . fNN\? CI 01 ' Oli Vt.. 1.)/ I a i 'I r I f '' :20'.dn 2 f A Gi \ { 10 f\ P .1, � t' J' - 4 - VINI2M-41-4) NI1---)1 '• �--�Q��� LOT INFORMATION MAi ION m p m`�er - ;= = _.®_ _ - �i �f$� 'r c:J�L'L71t..1 CANNER:�aTEVE AND GACOLE E,I�IWISTEINLOT 5 I ,n r _ ¢;�D�3° �.` I r_ �\ ' _ _3F .s .� ', d �' ADDRESS:E930 ROOK RIDGE PARKWAY 1 r - - _ _ �_•_ _ sor Y1+6JU1pL� 25'i I / J l '� E • brAP C. 1(0 Z- • eb I 1 i LOT 5 ROCK.RIDGE SOUTH PHASE 4, f / vnEEasiL, :, I \ ,__ 'i IVEWAY ERACE, :. it - -� LOT SIZE:IO,S-0�SG,FT. - i I If .- ID_/MAXWIpTH IS20'PER EPS::- /II MAX eU1LDINf�COVERAGE(35 K)a 9,6&R 5G.FT, ——' l' ' I I I i ' I STANDARDS.I PF HEIGHT:45q.0' _ ' i ( •? r ACTUAL 1111,121NC COVERAGE •5,652 SO,PT, 111 r\ F �'� t $ HOUSE IMPERVIOUS:4,492 SOFT.(ROOF AND DECK) 11I !, !I 1' I �eeao,tT. 1 DRIVENIAY IMPERYIOU5:!64 5Q.FT, c �_� I I I I' q Gvv - L I •y , TOTAL IMPERVIOU5:5 21b 5L@,FT, + 4 ` + • I \ II i ,.�' r �` ` HEIGHT RESTRICTION•10'AEOyE SOUTH WEST . I 1 �, I • t �r r /y t -y'A� P�� PROP.CORNER, 6r e • - t� & - - i i , - i; —` v1/Ts V I I 1� 1pC{ :Ln�Y Ate-A CcET-, s(TE) iii 1' �� 1 'I I PFHEIGHT:454 Al or 1 ,0 r: { - :N,..i ," I I O l':: 1 : r� 11 L couatt�rtv An',.:, I , l i r 51‘1\.? 6.1773 - 1 Ur V eI-1(k. c---X77-71 2 1 J I I d,_..___. ,_,,,- I ;___; f. l t�`' 1 1 II ? �. -� y t ( r• ! i e 3 itt r. I! 4 ki ! . , 0 Dynf 64,2)5 : 1/slkervrife-5 -------. tt ,` r I , 1 �O t 1 f I ' : ,. ! Z.i2.1 Mau-t���� � ► ' 4 1 : , �, I _ _ �� ' • iI 1 F i r i. l i j I L f Q '°d F i ` , I I i 13 I �q5 t `' ( 1 ! 1 p� al , '-q("7. 't. ''1. 11 \ . Drify? C 2-4 CD 1 -111f ._1-). ?DIA)) IF \,1 \ , 1 . , _ {.�L. i�G.� K/�'a +_►o`C' (�Y +1 6. __ _ _ rvu 1 l 1{ �J , \ �^ i\letaspe_ii - Cte.51624--1 u-s\ eui4A 1 w-, _a r '-, '7:4 ; iHEIGHTRESTRIGTEED ' .r!/; 4 ,\ �! li . '��."",, c s- — _E s-_- _= -- ==r'* - + ), - 41,2v 00'HT,RESTRICTIONS1. I m — —- -�,��5.;.MEASURED PROP_GORNC-R + ;, !L-. A./D • CO _.--t ,to N: \ \\ •,,,, \ . . . ..,. ,.,.- -7-7,---.7."--7.77t-7.77-- -;:r•7-:'\ : :''''?'`\ \ I 1 F .\ \ - IP- Bilg ,, CZe_kQ,- 6_____. 1 cV / L- \ '• - \ ��\ \ logo • )p ' \ � . � 8 Mu 1.• , ,--. ,. :\ \ N gill • ' \ \ 147 \ 4g.- 11 r . / per••� ‹ \ -. \1 %' o� �,`�) ' ' .., OyVNERAPPROYAL i / \� • / • I.\\ �`� BUILDERAPPROVAL 0 ! , 2 �\ PAG : r. +----" —— 'may -.--I — _ T 5,q� s \\ e — — — I — /Ih o- ' 588°42'48"1= / / - - - ' ! _ _ti.o ; D s-IG,NES Er-r: Q BMP C154: CONCRETE d SHOUT AREA Q BMP C235: 1NATTLES BMP G105: STABILIZED CONSTRUCTION ENTRANCE / EXiT Q BMP T5.13: POST-CONSTRUCTION SOiL QUALITY AND SYKDRA, GPBD a PURPOSE PURPOSE PURPOSE DEPTH )no f PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORMWATER FROM CONCRETE WASTE BY CONDUCTING WATTLES ARE TEMPORARY EROSION AND SEDIMENT CONTROL BARRIERS CONSISTING or STRAW,COMPOST,ogOTHER ET„BILIZED CONSTRUCTION ENTRANCE5.AR!ESTABLI5HED TO REDUCE THE AMOUNT OF SEDIMENT TRANSPORTED ONTO • WASHOUT OFF-SITE,OR PERFORMING ON•SITE WASHOUT IN A DESIGNATED AREA TO PREVENT POLLUTANTS FROM MATERIALTFI.ATI5 WRAPPED IN BIODEGRADABLE TUEULARPLASTIGOR SIMILAR ENCASING MATERL>L.THEYREDUCETHK PAVED ROADS BY VEHICLES OREQQUIPMENT,THI515DONEEBy CONSTRUCTING A STABILIZED PAD OF QUARRY SPALLEAT j'LlcP05E'z'Nl)DEFINtYION; ,�- ENTERING SURFACE WATER5•OR GROUND WAXER. VELOCITY AND CAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF,AND CAN CAPTURE AND RETAIN SEDIMENT,NATTLES ENTRANCES AND EXITS FOR CONSTRUCTION SITES. INCLUDING:WATER INFILTRA,T;ONNATURALLY OCCURRING(UNDISTURB@D)SOIL AND VEGETATION PROVIDE IMPORTANT 5TORNJNATER FUNCTIONS r :' ,':.0.• '! �! E • '' • AR'sTYPICALLYBTO t0 INCHES 1N DIAMETER AND 25 TO E0 FEET IN LENGTH.WATTLES ARE FLAG<D IN 5H,A!LOW CONDITIONS OF USE ,NUTRIENT,SEDIMENT,AND POLLUTANT ADSORPTION;SEDIMENT AND POLLUTANT - -n CONDITIONS OP USE TREHCHE5ANDSTAKEDALONGTHECONTOUROFDiSTURBEDORNEWLYGONSTRUCTEDSLOPES.SEEPIGUREg-i.2.14 CONSTRUCTION ENTRANCES SHALL BE STABILIZED 1111.1.1?-0YER TRAFFIC If•IILL BLI ENTERING OR LEAVING A CONSTRUCTION EIOFILTRATION:INATERINTEMOIN STORAGE AND TRAN5/415510N;AND POLLUTANT DECOMPOSITION,THESE PLINOTION5 1/4t' _ lr U.N.O. ' CONORC7_WASHDUT AREA PEST tiANAUIEMENTPRAGTICE ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERL WATTLES(P.137b}FOR TYPICAL CONSTRUCTION DETAILS.W5p01 STANDARD PLAN I.30.90.00Al50pROVJDE51NFO RATION Slit IF PAVED RDADSDR OTHER fli+VEDAREA5AtcV1THIH1,000 FEET OF THE BITE.FOR gSIDEHTIALLONSTRVGTION ARE LARGELY LOSTNHEN DEVELOPMENT STRIPS hWAY NATIVE SOIL-AND VEGETATION AND REPLACES ITWITHMINIMAL - .. - . ._�CONCRE,E I5 USED ASA CONSTRUCTION MATERIAL• .. •- OH WATTLES(HTTPU/111AANSDOT,N{A,GOY/DESIGN/S7ANDARDEIPLANS,HTMN6EGTIDNI)- . - - --- ---. . -PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE,RATHER THAN ONLY AT THE MAIN 5UBDMSION - Tt7P5©ILAND bOD_NOT 01'�,YARE THESE IMPORTANT 570,Rtfi!'L!+TER FUNCTIONS L057,BU-T SUCH LANDSCAPES _ ____ i;•A".t'F _ } .IT 15 NOT POSSIBLE TO DISPOSE OF ALL CONCRETE WASTEWATER AND WASHOUT OFP•5ITE(READY MIX PLANT,ETC,), ENTRANCE.STABILIZED SURFACES SHALL BE OF SUFFICIENT LEN(zrN/WIDTH TO PROVIDE VEHICLE ACCESS/PAR';IN6, THEt'16ELVE5 BECOME POLLUTION C-NERATING PERVIOUS SURFACES DUETO INCREASED USE OF PESTICIDES,IGIDES, q•CONCRETE TRUCKS,PUMFERS,OR OTHER CONCRETE COATED EQUIPMEHTARE WASHED ON-FATE, NOTE:IP LESS THAN CONDITIONS OF USE B.MSED ON LOT S(ZE/CONFIGURATION.ON LARGE COMMERCIAL,HIGHWAY,AND ROAD PROJECTS,THE DESIGNER SHOULD PERTILIZERSAND OTHER L.ND5GAFINGAND HOUSEHOLD)INDUSTRIAL CHEMICALS,THE CONCENTRATION OP PET -�,�•• t GJ 10 CONCRETE TRUCKS OR PUMPERS NEED TOBE HASHED OUT ON•SITE,THE WASHWATER MAY BEDISPOSEDOFINA USE WATTLES: INCLUDE ENOUGH EXTRA MATERIAL&IN THE CONTRACT TOALL01'1FORADDITIONALSTABILIZEDENTRANCESNOTBHOWN WA$TES,ANDPOLLUTANTB THAT ACCOMPANY ROADSIDE UTTER.ESTABLISHING SOILQUALIYANDbEPTHREGAINS ORMED REEAAWIAITINGCONCRETEORANUPLANDPISPOSALSITEWHEREITHILL.NOTCONTAMINATESURPAGEOR •INDISTURBEDAREASTHATREdUIREIMI.1EDIATEEROSIONPROTBGTION. IN THE INITIAL CONSTRUCTIONSWFFP,ITISPIPFIGULTToDETERMINEEXAGTLYWHEREACCESSTOTHESEPROJECT5 GREAtERSTORMWATERF NC7{ON51N THE POST DEVELOPMENT LANDSCAPE,PRO`/IDESINCREASED TREATMENT OF GROUNDWATER.THE UPLAt1D DISPOSAL SITE SHALL BE AT LEAST'50 PEET FROM SENSITiVE AREAS SUCH AS STORM •ONE•'{POEED SOILS DURING THE PERIOD OF SHORT CONSTRUETION DELAYS,OR OVER HINTER MONTHS. WILL TAKE PLACE;ADDITIONAL.MATERLALS WILL ENABLE THE CONTRACTOR TO INSTALL THEM INHERE NEEDED. PDLS.lJgANT5AND 5EDIMEt�T5THATRESULTFROMDEVELDFMENTANPWABITA'RICH,ANOMINIMIZESTH°NEC•OFOR90ME DRAINS,OPEN DiTCHES,OR WATER BODIES,INCLUDING WETLANDS, •ON SLOPES REQUIRING STABILIZATION UNTILFERMANENT VEGETATION CAN BE ESTABLISHED. LANDSCAPING LHEMICALS�THUS REDUCING POLLUTION THROUGH PREVENTION, -THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE,GENERALLY,WATTLES ARE TYPICALLY I A'�1tf 4TtONA AND LIMITX�TIQli EFFECTIVE FOR ONE TO TWO SEASONS. :Oi"Tio SCALE I ESTAI9LISHINO A MINIMUM b011 QUALITY AND DEPTH IS NOT THE SANG AS PRESERVATION OF NATURALLY OCCURRING 1 •PREVENT RILLING BENEATH WATTLES EY PROPERLY ENTRENCHING AND ABUTTING WATTLES TOGETHERTO PREVENT SOIL AND VEGETATION.HOLY:/ER,ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH WTI( PROVIDE IMPROVED OH-SITE Sal ttln4num Pt47BR FROM PASSING BETWEEN THEM. ^` MANAGEMENT OF STORMI ATER FLOW AND WATER QUALITY,SOIL ORGANIC MATTER CAN EE ATTAINED THROUGH Lit:-..--- 0 / 1_1Ut.antl:Aegynq n. NUMDROU5 MATERIALS SUGHAS COMPOST,COMP05TED WOODY DtATERIAL,.81050LID5,AND FOREST PRODUCT 0 l ( (� in3 EI'a6' i DESIGN CRITERIA ^r^ �`� 1 REEIPUA-S,IT IS IMPORTAt1TTHATTHE MATERIALS USED TO MEET THE SOIL QUALITY AND DEPTH BMP-BE APPROPRIATE J Eirrlbvp •INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION MD PARALLEL TO THE SLOPE CONTOUR. f AND DENEFICIAL TO THE PLIANT COVERT°BE ESTABLISHED,LIKEWISE,IT IS IMPORTANT THAT IMPORTED TOPSOILS owr+i •NARROW TRENCHES SHOULD 6E PUSACROSS THE ELOPE ON CONTOUR TO A DEPTH OF Ls-TO E.INCHES ON CLAY 501L9 .,�.,> ` IMPROVE SOIL-GONpr710N4 AND CO NOTHAVE AN EXCESSIVE PERCENT OP CLAY FINES,THIS BMP CAN BE CONSIDERED �� Farm $k'Iduug AND SOILS}KITH GRADUAL SLOPES.ON LOOSE SELLS,STEEP SLOPES,AND AREAS WITH HIGH Rr'JHFAll,THE TRENCHES .•-• INFEASIBLE ON TILL SOIL ELOPES GREATER THAN$9 PERCENT, L f t L1a t DESIGN GfiIDPJ 1NESI b ,T ienotpt5saahrsq SHOULDEBDUG7gADEPTHOP5•TOT-INCHES,DR1/2TOOrdRFTHETHICKNESSRPTHEWATTLE. .1-"C' ' vim + B7ARTEU)LDINGTR:NCHEBA DIN5TALLINGWA791E5PROMTr1E5AgE0FTHc5LDp1 AND}40W:UP.9pR�Ap )` �,� kr. '„ Jr"t SOIL RETENTION,RETAIN,IN E UNDISTURBED STATE,THE DUFF 4A1 ERAND NATIVE TOPSOIL TO THE SOIL MAXIMUM @(TENT Valr sC RL 0 A a FKGAVATED MATERIAL EYENLI ALONb THE UPHILL'SLOPE AND COMPACTED USING HAND TAMPING OR OTHER ME I tOpS. '"� 1 y-r alt,A► y \ PRACTICABLE.IN ANY ARE§REQUIRING GRADING REMOVE AND STOCEPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A• �3 GON57RUGT TRENCHES AT INTERVALS DF 10•TO 25•PBET DEPENDING NDING OH THE STEEPN 55 OF THE SLOPE,SOIL'TYPE, Dt:BIONAT:D,CONTROLLED AREA,NOTADJAG€NT TO F'Up;1G RESOURCES AND CRITICAL AREAS,TO B REAPPLIED TO `1 1 • t &c`if.�"• r OTHER PORTIONS or THE BITE WHERE FEASIBLE. t its AND RAINFALL.THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES. SOIL^UAIiTY.ALLAR2A5tSUBJ@GTTO CLEARING AND GRADING THAT NOT DEEM COVERED EY IMF€RYIBU6 F " INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END,DO NOT`OVERLAP THE _ .. 7yY �� PlEr. jIy :,., 0tnn ENDS, SURFACE,INOORPORAT_DNTOApRAl1{AGEFAGILIgYORENCaIkEERepATiSgRUCTURJ,LPILIOR.vLDFESHALL,AT �S •INSTALLSYAKC5ATEACHEN7OFTHEWATTLE,AkDAT4•POl2TCEN7ER5A6ON6ENTIRELENti7HOPWATTLE, A1' ►�>p� s a .I f IF REQUIRED,INSTALL PILOT HOLES FOR THE STARES USING A STRAIGHT BAR TO DRIVE HOLES THItOU6 �+ ' - � S Y, PROJECT COMPLETION,DE ONSTRATE THE FOLLOWING: �sfl.. 10m4plaadolning vgdetittl A 1 AND INTO THE SOIL. •1,• 7 {� 4.,.. `�•.�r+ �+�b 1DtYmdt ( 1,A TOPSOIL LAYERI^UTH1AHINItdUb(ORGANIC,MATTER CONTENT Oi 19 DRY WEIGHT IN1a12AHTING`11 PS,AND E& ���� N & •WOODEN STAKES SHOULD 61 ApPROT9MATELY E14 XDM X241NCHES MIk,WILLOW CUTTINGS RR819•iNGW RESAR CAN ' !l Y` a4 '"y `� ' •rat �•�� 'A i ORGANIC MATTER CONTENT III TURF AREAS,AND A PH FROM 6.0TO5,ROR MATCHING THE PH OF THE UNDISTURBED SOIL. y f: Aeluttl7sycW ALSO BE USED FORSTrV E5, ^ ; � �. THE TOPSOIL LAYER SHALgHAVE A MINIMUM DEPTH OP EiGHT INCHES MEET WHERE TREE ROOTS LIMIT THE DEPTH OF /' it ,� defermiSuigtheti td, -STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE Op THE WATTLE,LEAVING 2 TO S INCHES OF THE STAKE PROTRUDING ~ :;n ?sue T - INCORPORATION OE AMENDMENTS NEEDED TO MEET THE CRITERIA,5U9501L5 BELOW THE TOPSOIL LAYER SHOULD BE 13�GlO*!!Fo1J3i�� 2, scunerotewesnout ABOVE THE WATTLE, Ina:a1ldcWev'ay /'1,ti 'tarn„ - DCARIFIC 0 AT LEAST 4 INCHES WITH SOME INCORPORATION OF TEE UpPER MATERIAL TO AVOID STRATIFIED LAYERS, slg11,Ellalili@ h151U11i:J ctd'vtitth:rt,It:a / `1:410t WHERE FEASIBLE, r R-�, .val.61anicf dlo roadside d(tcApleienl j i �i ea - ?Iuis61*num trrrpalr(fy s�naela1)AINTEHANGE STANDARDS 4"-a omp/ •• ;i 2.tdULCH PLANTING BEDS'It f H 21NGHE5 OF ORGANtG MAT RV L,vipput(aiitly, -WATTLES MAY REQUIRE MAINTENANCE 70 ENSURE THEY ARE INCONTACTINITHb011.AND THOROUGHLY EMMENGHED, tpeVl .-., 011, 1. 9,USECOMPOSTANDOTe7BRMAi.ERIn15THATMEETTHESEORGANICCONTENTREQUIRL�ML'NT5 ESPEGIA LYAFTER 51GNIPICANT RAINFALL ON STEEP SANDY 50115. � a iF � �,i° ll" A TN!ORGANIC CONTEtS/T^OR PRE•APPROVED°AMENDMENT RATES G ti t SE MET ONLY USING COMPOST MEETING �'fi �' ���"� THE COMPOST SPECIPIGATION FOR BMP TI EO:BIORETENTION CELLS,6WALES,AND PLANTER BOXES(REBEL WITH THE s • 'Wed Win. l'ilid" �111115`tit• , EXCEPTION THAT THE GOMr 06T MAY NAVE UP TO 55%81050LID5 OR MANURE.THE COMPOST MUST ALSO HAVE AN 9 • :l'CJIf■'ElEnad ..- -...� _ _ — CrselC):,il@: '�. ,- '-�., -.'� 1SLL - - �" - - - " ORGANIC MATTER CONTENTOF 4O5TObS%,AND A CARBON TO NITRQGN RATIO DEOW:5;1,THE CARBON TO NITROGENpdmclursc1b;lv 2• p` { Tye RATIOI4AYBRASHIHA595:1FORPLANTINGSCOMPOSEDENTIRELYOFPLANTSNATIVETOTHEFUgTSOUNDd s \Va teahi -14rd , i. n) q i ., LOWLANDS REGION, IL I4., + J � B,4ALGULATED AMENDMENT ttATE§MAYEE ME7THROUGH USEOF GOMP05TED MATERIAL MEETING(A)ABOVE;OR — )ale Ucilt�ng liy .. I /`-� „' �H@RORGANiG MATERIAL'S AMENDED TO NESTLE-CARBON TO NITROGEN RATIO R_QUIREt4ENT5,AND HOT EXCEEDING • ` 1 //1, Rji'��' kc ` _' •' , THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B,TE5TINE PAiUAMETERS,IN WAG 1T .ZEO.220, 9,aLu glp3 /// `" 1, Dab vva dfls9 moot ..r THE RESULTING SOIL SHOULDER CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED, Sixtht(ipsmslIv •• :-� !// Y 12rMint=thIcknas§ SOCtIOfi ^ £IocaAilcng slaps !}• AdiacerA rods 11tp-rtquire,)teht€c11hcL IMPLEMENTATION OPTIOT(5:THE 581E QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE METBI USING ONE OF THE p@f11SItlnE blailyi METHODS LISTED 9ELOW: I fiirYtotYs. shell L', ''11 \\\SSS...... 1.LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT PROM COMPACTION DURING CONSTRUCTION. - tBt)dplasl;can§iy tightly . 7Y;vbiarled 2. It l;recommended Nat .E�rCvldc fu@t'rdLn 2.AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT"PRE•APPROVED°RATES.OR AT CUSTOM 2s12ro4i Plan -`,- lhtinfrandei -.wad finale ` / * " .,_ s angresslcgre a CALCULATED RATES BASED OR TESTS 6F THE SOIL AND AMENDMENT. C�, caa,�icd'sgiBatrunotl sat s > •-• • ° drains oh tin OM, ' S.STOCKPILE EXISTING TOP501L DURING GRADING,AMP REPLACE IT PRIOR TO PLANTING,5TOCKPIL@D TOPSOIL MUST a_ s• +J�e;"_Abpve Grads r with Wtiad Planks r NPT:7�? Dal9 ".I.• � ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS,EITHER ATA DEFAULT"PRE• Z ,p. T _ �� APPROVED'RATE OR ATA CUSTOM CALCULATED RATE. iB_2S•q$_5ti;) • `i, -"- - • - - 4,IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS, �i •-9t ! VI ! f MORE THAN ONE METHOD MAYBE USE ON DIFFERENT PORTIONS OF THE SAME SITE,SOIL THAT ALREADY MEETS THE Q ell - - Figure II-4. I i.l.a ta •. Tgure.ii4:..�.;f DEPTH AND ORGANIC MA7TERAUALRYSTANDARDS,AND IS N01 COMPACTED,DOES NOT NEED TO BE AMENDED. I • :Concrete 1Nashout Area i t }5ili GClStiUctien Etitrari a MAINTENANCE tC Fi t;PrsRT1A E.NT.'O R • Revised Jene2g 16 ap•n9 aapPIIC: ( otsogtypeand DEPARTMENT.tip, Rcvised'Junt2015 -ESTABLISH SOIL SUALITY AND DEPTH TOWARD THE END OF CONSTRUCTION AND oNGE ESTABLISHED,PROTECT FROM Eedtb• - Plane Mc hapJA,t:,v.m.tva,rpsYcayymphthbnlfur copyrIplrtellou In anling pa/missions, I 5'opo.ileepiftc �C\ Sodf rent,arganle tailor, COMPACTION,SUCH AS FROM LARGE MACHINERY USE,AND FROM EROSION, ¢ f EGoL.o. i pl,aypaeetr11p0.MlA:dCglva,paYfcooyrryhthbrUlar�o nlEno6CCfnolVdln n LLI 6.[nioofY,IShing[ar1 I'xnitaUotioffiaMaty.and tfieidetlta:r. /. a:wnaSVufuetiesltt. - Cr�l 9pann.,ofdttl. •PLANTVEGETATIONANDMULCHTHEAMENDEDSOILAREAAFT-RINSTALLATION, cap ui17(tdiuiKlixtroL`. State ofWaetiIngton llanialton-411etuli :and.dieclaDnes LP.AVE PLANT DEBRIS 0Rrs EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANICMATTER. - •REDUCE AND ADJUST,INHERE PO3$15LE,THE USE OF IRRIGATION,FERTILIZERS,HERBICIDES AND PESTICIDES, 0 RATHER THAN CONTINUING701MPLEMENT FORMERLY ESTABLISHED PRACTICES, a BMP C1250: SURFACE ROUGI IENINGa •`� i 0 STORM DRAiN INLET PROTECTION 1-40.20-00 � /�— i. },. Purpaset 1,SIZE THE EELOW INLET GRATE DEVICE(EI6D)FOR THE STORM NATER STRUCTURE ITWILLSERVICE I S ) BMP C2 35.ISIf T FENCE (r Surface roughening aids In the astahllshmonl of vegetative.cover,reduces runativcloGty,Mama InfUuelion,and prov;dos for aadfmant �/ r a- l trapping through the provision of a rough soil surface.Horizontal daproestone era oroatod by operating a NIer or other saltable equipment g TATE-t;Snsr4 g.THE BIGD SHALL HAVE A BUILT IN HIBH•FLOW RELIEF SYSTEM O PURPOSE Ca Ds 1 on 1ho cnnlour or by tasting elopes In a roughened condition by not Eno grading thorn,Use this Ot4P In conjunction with other EMPa such ( YERPLOW BYPASS). �- tie seeding,mulching,or['adding, ` USE OF A SILT PENCE REDUG557HE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE 8Y PROVIDING A CONDITIONS OR U51 ..?:.1-1.?* Clife-- -.) \':::' r 5°•IR'Dla: SYNE RETRIEVAL SYSTEM MUSTAULOW REMOVAL OFTHE SAGO WITHOUT SPILLING THE COLLETED MATERIAL, TEMPORARY PHYSICAL.BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW,5GE FIGUR° Z ID -Alf atom steeper than 6H:1V and granter than 6 antacid feet repairs surface roughening to a depth of 210 4lnchea.prior to needing, - f .. (E00.8tOrran) If 4.2.1E SILT PENCE(p,859)FOR DETAILS ON SILT FENCE CONSTRUCTION, �``ppp��� r,, Y 4,PERFORM.MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 641,9(151 't e-Atone that WI!not be cl ablEz a d immediately may be roughened to re d a co runoff velocity until needing labs place. Arai_ i • t CONDITION&OP USE , es�F Slope['with a stable rock feco do not require roughening, L'r.aS ais -Slopes whore mowing to plennnd should not bo exceselvoly roughened. "L �' ��/ SILT FENCE MAYBE USED DOWNSLOPE OF ALL DISTURBED AREAS, �` <y �f/ - s, x SILT FENCE SHALL PREVEtT50JL CARRIED BY RUN OFFl^IATERFROMGOINGBENEATH,THROUGH,OROVERTHETOPOP idC. >> / 1'x1"Star l._ ` t fjt -'' (7Ua2 rn1 •1 I' THE SILT FENCE,BUT SHALE ALLow THE HATER TO PASS THROUGH THE FENCE, 1_ ff! �°�Is 1 3#-tT>I 511 T FENCE(5 NOT INTENt DTO TR€AT CONCENTRATED PLOWS,NOR 15 IT INTENDED TO TREAT BU85TANTIAL AMOUNTS ' ` q 0 a @ ` _.__..�.. • - • a• sr• l;O;n`; pgnj -.�` ,k{,"«�`-` ("'�"`- OF OVERLAND FLOW.GONVC:YANYCONCENTRATEDFLOWSTHROUGHTHEDRAINAGEhYSTEMTOASEDIMENTPOND, LJ ter` `d,p id t -.... 't rp., r ,e o���' 1. S,rovv,ttgn:!agailon;aayUas,;ti¢ptacem4tttanjass;ue_taltitg r� �, ,, a DO NOT CONSTRUCT SILT ENC 5INSTREAMSORUSEINV•SNAFEDDITCHES.SILTFENCESDONOTPROVIDEAN ICI l�l cs,s� .—�` ottne teU ,a$Io+tdt, -fi";Iy18Anm)GCv tf ss,s ztlov, rr .A ADEQUATE METHOD OF GILT CONTROL FOR ANYi RING DEEPER SHEET OR OVERLAND FLOW. —3 n® m. t`-'-`i-ice rioa r ?• I • 1'' ... {\ CS, �. _ � `�c� s� Rwioftnus!rr?tirti9rnQcdtownunderwnrwnd;PU, t4Pt.T4S At F ? `� �b�. Ste. :. a ! , - CNN. �PA.•'S� 5�3L�E -. - - '- ` 1'- • 4• •` CTl.IO:,Y(nl^J .� -. - G•�- 2. . .� Jb.nIS in'Sf(er fobrlo cttsT to sp4ied m' �''�' ti a �• srti .'�+•- A..- L�• - eaant■crourc rite i , sue` ll ei I'1 Ube : . 1 •b �J�(s��{.sc� ) 3"j at pee vdre rina ar svA a- L-3rQlt7C. 1 rui ai } 't cal \1 Y �' ' /1 mTaa 1__ t p .,ti '� �rp..�ze a f e�uhaleistldallachh,:brloto poste `� Re itediimentbat iQtS 1 I / N� ;"( era *JE.'ARTtd6N7 OF ! J t // YSiYtrirt4Ga t�ijeorequrralcrtt �► E Q L O'Q i ! 1 '? f if stdridard atrennitl fabric used - a.cos c+•�x� PlcoatsseaUG,7tv:rv.rr_gtne.gor/uivripLtIrntb epwight nonce Wail/Lila permisslaro. �- -� l...d,.___.��ar ,+ //S�' .;' .,31. 4�J�'aJ.,.:<4yC...■i'i-■-------- :r: „• - � ���� Slat/aft! ,ashlnolan_tn.AmfcnpltLara; or_tldt9W6rar. - a 111 I ikt. AS:f04 v. .,_--P-mc• a I tr:�■ ■■1 - . • a I <.i r•i�a le as alas • ,.iTi.,�a♦�i -a, a••. °`' R■■■ ■ ■ �■1 ■I■y Tlackutytt+ilrnwchincryupantldrn\n � a ca o•�'n �`�� ,;_ a .d•'a4.4�3.P ti..:::; .!� B a _ a.�'' Q BMP C123: PLASTIC COVERING r ' t. ," :A`a, e ``�:,�..• :«.t1 ., 6 s r,- the atop!provides y=ooves r=l nill ca C:L rz p �(. 4'S .• •Aaaa•.Gad•"....}vely) N`.. ealtti S.rainfall.arri 1Cduce:uri0tf. d, g• • =u ,� �___-.-.,:.-- •.y• yi•,.O* airnititir *:4:�4+10:.1:al mil'-•.: r1i4;III I Y 93F et._• Q PURPOSE: r,.0 :..�14�A .$04enih l4c.:•.Sr tX.:yk0•Ai4�..a I ■ae ■rl �bg.' 1..4•• in*****°••Jt�i°V j�,`aii.W.i 1.64.4 ri:tit r:.".QI■i ■fir CL PLASTIC COVERING PROVIDES IMMEDIATE,SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. aeenottv■sY s „t y��'✓ 3 `•°•}''•y`•�,�.?,�a v ,y , • I �s iarteacua -r Iv .. r ,�.ce_/..F +. �4: �' ,•I+ 'P1 �lr ��15 $ .rA ^I 1{,.\ \ \ l�t -•+ T 1'� N. \' wV '°S{ L-SD ii TCc'iGlilrig CONDI710N50FUSE: - rr r �� _ PLASTIC COVERING MAY Be U5P,D ON DISTURBED AREAS THAT REQUIRE-COVER MEASURES FOR LESS THAN 50 DAYS, - Minimum �e 111 Z 5„m k 7I I' B-'A b'ri ri EXCEPT A5 STATED BELOW. 4")'.I'.irertcJt I 1 I j 3 �H_ TI - I z`lio ELASTIC PARTICULARLY USEFUL FOR PROTECTING GUT AND FILL SLOPES AND 570GKPILES,NOTE:THE R'cLA YELY Jl� RAPID SREAKDOWN OP MOST POLYETHYLENE SHEETING MAKES IT UNSUITABLE POR LONGTERM(GREATER THAN Six Pas(s a u ':4 `r MONTHS)APPLICATIONS. 5 p Jhv b beineretmed rx2.iytapa of e(egi . LvO - LoZ:litvvab dnglotsed P'1• 01a •DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING,DO NOT USE THIS METH0011PSLOPE OF AREAS THAT MIGHT BE � t9A�\ro lenc4 kc51i,er-6aurrafant E g g UNSTABLE -taerwaluaseuTeuu.+xi^t .� KLIM 1.MITA(TYK7 f Fi Ii- ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.9UCHARe�5 INCLUDE STEEP AND/OR UN5TA . SLOPES, ti P( � r• - I . r .PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES,REQUIRING ADDITIONAL ON-51TE ram~ @5 ` MEASURES TOCOUNTER4CT THE INCREASES,CREATINGATROUGHWITHWATTLESOROTHERMATERIkaGANCONVEY .--• _ `>, 28 Fb_ GLEANWATERAWAYPROMTHESEAREAS. " r 2 EY14 Ga.rileorequivalent, CeiI ■ - 1. . .- -'-r - .. 9{SIdrl6VdLUCngtll fab1la used Lli 5 ,, - - -TO PREVENT UNDERCUTTING,TRENCH AND BACK.ILL ROLLED PLASTIC COVERING PRODUCTS. _ r'Q - 1 <; A7 G mL•i �i 1- - 1 ���- .--. ice'--" •, u I 9 -WHILE PLASTIC IS INEXPENSIVE TO PURCHASE,THE ADDED COST'OF INSTALLATION,MAINTENANCE REMOVAL,AND '''<T �' _ - �' `!" - c� Otto)ise,„. i (i5Rinm) -1 DISPOSAL MAKE THIS AN EXPENSIVEM.ATERIAL,UPTO$1,50-2A0PER5QUAREYARD, � ` t :e' - {•WHENEVER PLASTIC.IS USED TO PROTECT 5LAPE51N5TALL 3^(ATER COLLECTION MEASURES AT THE EASE OP THE \ ' � �� 9SLOPPE,THESE MEASURES INCLUDE FLASTIC-COVERED BERMS,CHANNELS,AND PIPES USED TO COVEYGLEAN 2.ntr, N3a3 �•eN RAINWATER AWAY FROMBARESOILANDDISTURBEDAREAS.DONOTMIXCLEANRUNOFFFROMAPLASTICCOVERED fcc-zi 1 «Ont r Furrows SLOPE WITH DIRTY RUNOPF FROM A PROJECT. iginy ro {�\ i I N r f �Z,, ED'En° :i - hfaximU.nNtEr \' t / �mratrireirnvst(rrt,) ;4� 4H ( y i • GaeifOreaohnth-�4(7 , kit. 9S5V,oshed 2 none GroovasVriOeatch ed.!art'u+ireL "�, comes gni�l A`/\/S/Y/.� r m�Sch,.rafnfa4,s7.ndxtecesSitturret r - , i7{�[� • IJ-I _ - v['�� iT t,finhitxlt • ' � s OWNER APPROVAL -ri•- y- `• IJ.`.IiY 3'.I)AIL:Ffi 4"=4"tfenCti '�'I TAs7 NOT;ID SCALE II f T . C7 x 1 li08IL7NCY81Y ctKnuIA1EIto. 21z2'Ylpa l.posf5;steel ) i; I�. . I T., 1 .5 `�.,�a,:m�:: fznco^pocL:orstlJolent _ d _ tire' �.w�a.o� STORM 1QAAs1N BU ILDER APPROVAL ell. Sill -€ tiiighen• ing•Icy Tracking ilit.Ei PROTEQ'JON 'rtGl. 1110:41t FUrP0U11S STANDARD PLAN I40.2O.00 I'it Figure EI- .2;�•2 iH[Fr1 OP HraEt Silt:Fence • OEPARTI.t i`1T QF Re-4e43osx 20,s • Mnemr +r+arwxaa `�] PnCGBMD6ChW 03?6U71 D:EP'AHT7 •4•tIm 0-_-.:.4F Rcvised October 2014 _PAGE: E a 0�- Please.=eesh l /fssrr,ccy.»p.wir/�ppiglil NS for cepyrigRI notice b anima permlesione, L .��� ^�- r o I _ ® EQI;� l'5latcof4Vaaliingttirl Ikni!a@omC11BtE:Iity-and-distialatar. l ®``Wrocni 'r•+""`as 1 pl_•a:escehnpJ/lif>ril:ecy.tt4,g wcc),y,p,LAWWUfercopy11.0;npace including parrnisslons, '-- , Statea(.Washington I linatatlon°Nllabito,Inddsclaintot -I nr C1T Y ,?, PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT ,401 Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 \I". `{�, Phone: (360) 293-1901, Fax: (360) 293-1938 February 12, 2019 Stephen & Carole Bleistein 14631 40th Ave. NE Lake Forest Park, WA 98155 RE: Permit BLD-2019-0040 Address: 3930 Rock Ridge PKWY Anacortes, WA 98221 Dear Sir: The City of Anacortes requires a Drainage BMP Facility Maintenance Covenant for your project. In order to provide a final certificate of occupancy on your project please take the following actions. 1. Read and sign the attached Drainage BMP Facility Maintenance Covenant 2. Have the signed covenant recorded by the Skagit County assessor's office. 3. Return a copy of the recorded document to the City of Anacortes Building Department. A certificate of occupancy or final approval cannot be issued until the recorded covenant is received by the City of Anacortes. Thank you for your attention on these matters and I look forward to working with you on this project. If you have any questions please do not hesitate to contact me at (360) 299-1957 or by e-mail at davidd(a,cityofanacortes.org Sincerely, David Diamond Building/Storm water Inspector davidd aacityofanacortes.ord Office (360) 293-1901 My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 Details for Parcel: P133952 Jurisdiction: ANACORTES BLD — a-- 01 q ® O O L/ o Zoning Designation: Please contact the city of ANACORTES for ANACORTES zoning information. Recorded Documents Documents scanned and recorded by the Auditor's office Excise Affidavits Document scans of excise affidavits Parcel Number XreflD Quarter Section Township Range P133952 6046-000-005-0000 NW 26 35 01 Owner Information Site Address(es) Map Links BLEISTEIN STEPHEN P 3930 ROCK RIDGE PARKWAY Open in iNlao BLEISTEIN CAROLE D Anacortes, WA (Jurisdiction, State) Assessor's Parcel Map: 14631 40TH AVENUE NE Zip Code Lookup I Site Address Information PDF I DVVF LAKE FOREST PARK, WA 98155 Current Legal Description Abbreviation Definitions (0.2420 ac) LOT 5, PLAT OF ROCK RIDGE SOUTH PHASE 4, AS PER PLAT RECORDED NOVEMBER 6, 2017, UNDER AUDITOR'S FILE NO. 201711060065, RECORDS OF SKAGIT COUNTY, WASHINGTON. 2018 Values for 2019 Taxes* Sale Information 2019 Property Tax Summary Building Market Value $.00 Deed Type WARRANTY DEED 2019 Taxable Value $350,000.00 Land Market Value +$350,000.00 Sale Date 2018-03-27 General Taxes $3,302.89 Total Market Value $350,000.00 Sale Price $389,000.00 Special AssessmentslFees Assessed Value $350,000.00 Total Taxes $3,302.89 Taxable Value $350,000.00 * Effective date of value is January I of the assessment year(2018) Legal Description at time of Assessment *Land Use WAC 458-53-030 Neighborhood (21AVIEW) ANACORTES VIEW RESIDENTIAL Levy Code 0900 Fire District School District SD103 Exemptions Utilities Acres 0.24 Improvement 1 Attributes Summary Building Style RESIDENTIAL HOMESITE Year Built Foundation Above Grade Living Area Exterior Walls Finished Basement Roof Covering • *Total Living Area Heat/Air Conditioning Unfinished Basement Fireplace *Total Garage Area Bedrooms Bathrooms For additional information on individual segments see Improvements tab * Land Use codes are for assessment administration purposes and do not represent jurisdictional zoning. Please contact the appropriate planning department in your jurisdiction for land use questions. * Total living area includes above grade living area and finished basement area. * Garage square footage includes all garage areas; basement garages, attached garages, detached garages, etc. Assessment data for improvements is based on exterior inspections. Please contact the Assessor's office if the information does not accurately reflect the interior characteristics. Return Address: City of Anacortes Planning and Community Development 904 6th Street Post Office Box 547 Anacortes, WA 98221 Drainage B M P Facility Maintenance Covenant Grantor(s) hereinafter referred to as Grantor: 1. Stephen P. Bleistein 2. Carole D. Bleistein Grantee: City of Anacortes, hereinafter referred to as the City, a Political Subdivision under the Laws of the State of Washington. Legal Description of property encumbered by covenant: Lot 5, Plat of Rock Ridge South Phase 4, as per plat recorded November 6, 2017 under Auditor's File No. (AF#201711060065). Records of Skagit County, Washington. Common Name of the Development of the property encumbered by covenant: PW#03-037-DEV- Rock Ridge Phase IV Located in Qtr. 4 Sec. 26 Twp. 35 N., Rge. 01 E.,W.M. Reference Number(s) of documents assigned, released,or modified: Assessor's Property Tax Parcel/Account Number(s)of property(s) encumbered by the drainage covenant: P133952 Page 1 Grantor's Initials Grantor has a record interest in the property encumbered by the covenant and agrees that the obligations of Grantor shall inure to the benefit of and be binding upon the heirs, successors,and assigns. Grantor agrees that this covenant touches and concerns the land described in Exhibit See Page 1 of this agreement and shall run with the land. Grantor by execution of this covenant acknowledges that the benefits of this covenant insure to Grantor,downstream property owners,and the general public,and that the City as third-party beneficiary of this covenant has the right, but not the obligation, to enforce this covenant on behalf of downstream property owners and the general public. The City requires this covenant to protect private and public property,private and public drainage infrastructure, and natural resources of downstream property owners and the general public. Grantor in consideration of the approval of the City development permit No.PW#03-037-DEV, relating to the real property described in Exhibit Page#1 and in consideration of other valuable consideration, receipt and sufficiency of which is hereby acknowledged, hereby covenants to perform regular inspections upon the drainage facilities installed, or to be installed, upon Grantor's property. These inspections shall compare the facility/BMP device to the standards described in the current Stormwater Management Manual for Western Washington in use by the City of Anacortes (herein referred to as "the Manual") for all elements of the stormwater drainage system. For any BMP facility approved by the City but not included in the Manual; maintenance standards shall be as described in the manufacturer's operation and maintenance manual; which shall also be referred to as the Manual. As applicable, the system shall include the stormwater conveyance pipes, Cistern and related pump system, any infiltration systems and all other stormwater quality or flow control systems all to the point of connection to the City of Anacortes Storm Drain Conveyance System. The inspections conducted on all facility/BMPs shall be performed by qualified personnel who have received professional training in the aspects of stormwater management for which they are responsible to inspect. For example a person qualified to perform an inspection on a detention pond must demonstrate that they have received professional training specifically on detention pond maintenance and compliance with standards. The City shall request a record of the inspection annually. The Grantor shall provide to the City a written record of the inspection performed and the condition of the facility/BMP upon request. The record shall provide an explanation of each maintenance component and potential defect identified in the maintenance standards in the Manual for each specific BMP/facility. Where measurements must be taken to (trash or debris exceeds 60% of the sump...) the actual field measurements must be included on the report. Pictures of each BMP facility shall be included, and the date(s) of the inspections must be clearly identified. Page 2 Grantor's Initials — • — The scope of this covenant and right of entry shall be adequate to provide for the access, inspection,and maintenance of the stormwater drainage system, and shall be subject to the following terms and conditions: 1. The City shall have the perpetual right of entry across adjacent lands of the Grantor for purposes of inspecting, auditing, or conducting required maintenance of the drainage BMP facility. 2. The facility specific maintenance standards contained in the Manual are intended to be conditions for determining if maintenance actions are required. The standards are not intended to be a measure of the facility's required condition at all times. Discovery through inspection that a facility's condition is in exceedance of a standard does not constitute a violation of this agreement. 3. Should a facility be discovered in a condition that constitutes an exceedance of any described standard, maintenance shall be performed on the following schedule: a. Within nine months for typical maintenance of facilities, except catch basins. b. Within three months for catch basins. c. Within eighteen months for any maintenance that requires capital construction or expenditure over$25,000 4. In the event that Grantor fails to complete the required maintenance within the identified time period, the City shall have the right to immediately and without further notice perform or contract with others to perform all maintenance necessary to return the facility/BMP to compliance with the standard. This work shall be performed at the sole expense of the Grantor. 5. If the City in its sole discretion determines that an imminent or present danger exists, that any condition exists that could constitute a threat to human health, welfare or the environment, or any condition exists that could cause the City to be found in violation of the Western Washington Phase II Municipal Stormwater NPDES permit issued to the City of Anacortes, or any other environmental permit, the City may take any action required including beginning maintenance or repairs immediately at Grantor's expense without prior notice to Grantor. In such event, the City shall provide Grantor with a written statement and accounting of all work-performed and the fees, charges, and expenses incurred in making such repairs. Grantor shall agree to reimburse the City or pay the City's vendors directly for all reasonable fees, charges, and expenses identified in the City's statement. 6. If the City is required to act as a result of Grantor's failure to comply with this covenant, the City may remove any obstructions and/or interferences that in the sole opinion of the City impair the operation of the drainage BMP facility or the maintenance thereof. Grantor agrees to hold the City, its officers, employees, and agents harmless from any and all claims, actions, suits, liability, loss, expenses, damages and judgments of any nature whatsoever, Page 3 Grantor's Initials — • — including costs and attorney's fees, incurred by the removal of vegetation or physical interference from the drainage BMP facility. 7. When exercising the maintenance provisions of the covenant,in the event of nonpayment, the City may bring suit to recover such costs, including attorney's fees, and upon obtaining a judgment, such amount shall become a lien against the property of Granter as provided in RCW 4.56.190. 8. Grantor covenants that the owners of the property described herein are the person or persons identified on page 1 of this covenant as Grantors, that they have the right to grant this covenant on the property, and that the title to the property is free and clear of any encumbrances which would interfere with the ability to grant this covenant. Executed this day of Grantors: Signature(s): Printed Name(s): Title of Authorized Representative(s): (if signing on behalf of a corporation) • Page 4 Grantor's Initials — • — Additional Signatures (if needed): Note: Signature(s) of Grantor(s) must be acknowledged by appropriate Notary Form. Accepted and approved for the City of Anacortes: Date: Director City of Anacortes Department of Planning and Community Development Services STATE OF WASHINGTON) ) ss COUNTY OF SKAGIT ) On this day personally appeared before me, Stephen P. Bleistein and Carole D. Bleistein, to me known to be the individuals described in and who executed the foregoing agreement and acknowledged that he\she signed the same as his\her free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal this day of , 2019. (Signature) Notary Public in and for the State of Print Name) Residing in , Washington. My commission expires: Page 5 Grantor's Initials