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A_Construction_Permit_Application_170712_v1.pdf CIVIL CONSTRUCTION PERMIT APPLICATION
DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 of 5 | Published: 3/24/2017 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Website:
rentonwa.gov CIVIL CONSTRUCTION PERMIT APPLICATION Published: 3/24/2017 1. Fill out Civil Construction Permit Application form and Project Cost Estimate. 2. Schedule an Intake Meeting
with the assigned City Development Engineer. 3. The following items are all required at the First Intake meeting: ☐ Electronic Copy of the Civil Construction Permit Application ☐
Electronic Copy of the Intake Checklist ☐ Electronic Copy of All Plans, Complete TIR, and all supporting reports and studies ☐ Electronic Copy of the Bond Quantity Worksheet (.xlsx
format) ☐ Draft Electronic copy of easement and/or right-of-way dedication documents (note: not applicable to plats; documents will be recorded at project close-out) 4. Upon completion
of a successful and complete intake, the City has accepted the submitted materials for review and the first review cycle has begun. The City reviewers will evaluate your plans for compliance
with development standards, applicable codes and regulations, and satisfaction of Land Use Decision conditions as applicable to the civil construction permit. Note: The Applicant has
the option to schedule an informal pre-screen meeting prior to preparing the required number of copies for the formal intake meeting. Applicants should coordinate with the assigned
City Development Engineer to determine if a pre-screen meeting is appropriate for their project. One complete copy of the application package (including all items noted above) is required
for informal review by the City Development Engineer. Please allow approximately 45 minutes for the application screening. Specific Code Section(s) related to this document RMC
Ch 4-6 Street and Utility Standards RMC Ch 4-8 Permits – General and Appeals Additional Design Resources and City Standards City of Renton Surface Water Design Manual (RSWDM) City
of Renton Standard Details Development Engineering Forms DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 2 of 5 | Published: 3/24/2017 Planning Division | 1055 South Grady
Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Website: rentonwa.gov CIVIL CONSTRUCTION PERMIT APPLICATION Applicant Information Name: Address: City: State: Zip: Phone:
Email: Engineer Information Firm: Address City: State: Zip: Contact: Phone: Email: Earthwork and Clearing Earthwork Volumes (cubic yards) Cut: Fill: Total: Total Site Area
(SF): Area of Site Disturbance Acres: SF: (If more than 1 acre, NPDES Permit Required) Property Owner Information Name: Address: City: State: Zip: Phone: Email: Public Improvements
Utilities Improvements (check all that apply): ☐ Water ☐ Wastewater ☐ Stormwater If not a City of Renton Utility, list provider jurisdiction and service (i.e. Soos Creek Water & Sewer
District): Streets Improvements (check all that apply): ☐ Curb/Gutter ☐ Sidewalk ☐ Planter Strip ☐ Street Lights ☐ Street Trees ☐ Roadway If any right-of-way is not owned by the
City of Renton, list the jurisdiction (i.e. King County, WSDOT): Project Name: Project Address/Location: Parcel #(s): Description of Project: Related Permit(s): LUA#: B#:
PRE#: Type of Construction: ☐ Short Plat (9 or fewer lots) ☐ Subdivision (10+ Lots) ☐ Commercial / Multi-Family ☐ Tenant Improvement ☐ Addition to Existing - Approximate
Value of Addition: $ ☐ Clear and Grade & TESC Only CIVIL CONSTRUCTION PERMIT APPLICATION (CONT’D) Page 4 of 5 | Published: 3/24/2017 Intake Checklist Use the following checklist
as a guide to prepare the permit submittal package. The applicant should contact the assigned City Development Engineer if there are any questions regarding submittal requirements.
Marking an item as “Not Applicable” or “N/A”, without acceptable justification, may result in the submittal being rejected at Intake. Miscellaneous Submittal Items, as applicable
Included N/A All Checklists/Studies/Reports Required Unless Waived by City Staff _____ Bond Quantity Worksheet (.xlsx format) _____ Draft Copy of Easements _____ Draft Copy of
Right-of-Way Dedication _____ Street Lighting Calculations Plans Organize the plans such that they are separated into type of improvement and drawing order. Each improvement type
should include all plans, profiles, notes, sections, details, schedules, diagrams, etc. for that facility. All plans shall be designed in accordance with the City of Renton “Construction
Plan Drafting Standards” as required per RMC 4-8-120. The required order of drawings is as follows: Included N/A All Plans Required Unless Waived by City Staff _____ Cover Sheet
_____ Sheet Index (If not on the Cover Sheet) _____ Existing Conditions/Topography Plan _____ Horizontal Control Plan _____ Site Plan _____ Temporary Erosion and Sediment
Control Plan _____ Grading Plan (may be combined with Temporary Erosion and Sediment Control Plan or Storm Drainage Plan) _____ Conceptual Structural/Retaining Wall and/or Detention
Vault Plans Associated with Civil Improvements _____ Composite Utility Plan _____ Road/Paving/Storm Drainage Plan and Profiles (Large Projects May Require Separate Street Improvement
and Storm Drainage Plans) _____ Wastewater and Water Utility Plan and Profiles(Large Projects May Require Separate Wastewater and Water Plans) _____ Plumbing Plan [Commercial/Industrial]
– For informational purposes only _____ City Standard Details (Organized by Private vs. Public) _____ Street Lighting Plan and Details _____ Traffic Signals Plan and Details
_____ Signing and Channelization Plan and Details _____ Landscaping Plan and Details _____ Tree Retention/Land Clearing (Tree Inventory) Plan _____ Wetland or Stream Mitigation
Plan _____ Miscellaneous Plans (Structural, Architectural, etc.) Technical Information Report The Technical Information Report (TIR) shall be a complete report in accordance with
the current Surface Water Design Manual adopted by the City. Each section of the report shall be clearly identified and all supporting documents clearly indexed within the report.
Note: This handout shall not be used as a substitute for codes and regulations. The Applicant is responsible for compliance with all codes and regulations, whether or not described
in this document. CIVIL CONSTRUCTION PERMIT APPLICATION (END OF DOCUMENT) Page 5 of 5 | Published: 3/24/2017 Included TIR shall Include the Following Items as detailed in the Surface
Water Manual Section 1: Project Overview • Figure 1 – TIR Worksheet • Figure 2 – Site Location • Figure 3 – Drainage Basins, Sub-basins and Site Characteristics o Show acreage
and boundaries of sub-basins o Identify all site characteristics o Show existing discharge points to and from the site o Show routes of existing, construction, and future flows at
all discharge points and downstream hydraulic structures o Topographic map as a base for the figure comparable to USGS or better. Show (and cite) the length of travel from the farthest
upstream end of the proposed storm system in the development to any proposed flow control facility. • Figure 4 – Soils (Show the soils within the following areas): o The project site
o The area draining to the site o The drainage system downstream of the site for the distance of the downstream analysis Section 2: Conditions and Requirements Summary Section 3:
Off-Site Analysis • Task 1: Study Area Definition and Maps • Task 2: Resource Review • Task 3: Field Inspection • Task 4: Drainage System Description and Problem Descriptions
• Task 5: Mitigation of Existing or Potential Problems Section 4: Flow Control, Low Impact Development (LID), and Water Quality Facility Analysis and Design • Existing Site Hydrology
(Part A) – Topographical map with listed site information • Developed Site Hydrology (Part B) – Data/narrative for developed site conditions • Performance Standards (Part C) – Summarize
flow control and On-Site BMPs • Flow Control System (Part D) – Illustrative sketch and documentation • Water Quality System (Part E) – Illustrative sketch and documentation Section
5: Conveyance System Analysis and Design Section 6: Special Reports and Studies (Geotechnical Reports, Wetlands Reports, Floodplains Analysis, etc.) Section 7: Other Permits (Special
Use, WSDOT, DOE Permit with WAR #, etc.) Section 8: CSWPPP Analysis and Design • ESC Plan Analysis and Design (Part A) • SWPPS Plan Design (Part B) • Section 9: Bond Quantities,
Facility Summaries and Declaration of Covenant • City of Renton Bond Quantity Worksheet • Flow Control and Water Quality Facility Summary Sheet and Sketch • Declaration of Covenant
for Privately Maintained Flow Control and Water Quality Facilities • Declaration of Covenant for Privately Maintained Flow Control BMPs Section 10: Operations and Maintenance Manual
C_NPDES_Permit_Coverage_Letter_170712_v1.pdf 2017-02-15 (1)
STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PO Box 47600 • Olympia, WA 98504-7600 • 360-407-6000 711 for Washington Relay Service • Persons with a speech disability can call 877-833-6341
February 13, 2017 Levi Rowse iCap Lakeview, LLC 3535 Factoria Blvd SE Ste 500 Bellevue, WA 98006-1298 RE: Coverage under the Construction Stormwater General Permit Permit number:
WAR305059 Site Name: Senza Lakeview Location: 3907 Park Ave N Renton County: King Disturbed Acres: 434 Dear Mr. Rowse: The Washington State Department of Ecology (Ecology) received
your Notice of Intent for coverage under Ecology's Construction Stormwater General Permit (permit). This is your permit coverage letter. Your permit coverage is effective on February
13,2017. Please retain this permit coverage letter with your permit (enclosed), stormvitater pollution prevention plan (SWPPP), and site log book. These materials are the official record
of permit coverage for your site. Please take time to read the entire permit and contact Ecology if you have any questions. Appeal Process You have a right to appeal coverage under
the general permit to the Pollution Control Hearing Board (PCHB) within 30 days of the date of receipt of this letter. This appeal is limited to the general permit's applicability or
non-applicability to a specific discharger. The appeal process is governed by chapter 43.21B RCW and chapter 371-08 WAC. "Date of receipt" is defined in RCW 43.21B.001(2). To appeal,
you must do the following within 30 days of the date of receipt of this letter: • File your appeal and a copy of the permit cover page with the PCHB (see addresses below). Filing means
actual receipt by the PCHB during regular business hours. • Serve a copy of your appeal and the permit cover page on Ecology in paper form - by mail or in person (see addresses below).
E-mail is not accepted. You must also comply with other applicable requirements in chapter 43.2IB RCW and chapter 371-08 WAC. Levi Rowse February 13, 2017 Page 2 Address and Location
Information: Street Addresses: Department of Ecology Attn: Appeals Processing Desk 300 Desmond Drive SE Lacey, WA 98503 Mailing Addresses: Department of Ecology Attn: Appeals Processing
Desk PO Box 47608 Olympia, WA 98504-7608 Pollution Control Hearings Board (PCHB) 1111 Israel Road SW, Suite 301 Tumwater, WA 98501 Pollution Control Hearings Board PO Box 40903 Olympia,
WA 98504-0903 Electronic Discharge Monitoring Reports (WQWebDMR) This permit requires that Pennittees submit monthly discharge monitoring reports (DMRs) electronically using Ecology's
secure online system, WQWebDMR. To sign up for WQWebDMR go to: www.ecy.wa.gov/programs/wq/permits/paris/webdmr.html. If you have questions, contact the portal staff at (360) 407-7097
(Olympia area), or (800) 633-6193/option 3, or email WQWebPortal@ecy.wa.gov. Ecology Field Inspector Assistance If you have questions regarding stormwater management at your construction
site, please contact Greg Stegman of Ecology's Northwest Regional Office in Bellevue at greg.stegman@ecy.wa.gov or (425) 649-7019. Questions or Additional Information Ecology is committed
to providing assistance. Please review our web page at: www.ecy.wa.gov/programs/wq/stormwater/construction. If you have questions about the construction stormwater general permit, please
contact RaChelle Stane at rcla461@ecy.wa.gov or (360) 407-6556. Sincerely, Bill Moore, P.E., Manager Program Development Services Section Water Quality Program Enclosure
C_Timber_Removal_Letter_170712_v1.pdf
Memorandum To: Bryce Bessette Company: CPH Consultants From: Bob Layton CC: Jamie Schroeder Date: 7/7/2017 Re: Kennydale Project – Estimate of Timber Volume to be Removed Dear
Mr. Bessette, I have reviewed the final site plan and the trees to be removed for the Kennydale project in Renton. The purpose of this review was to determine if the timber volume
to be removed exceeds 5,000 board feet which would trigger the need for a forest practices permit. Many of the trees are ornamental species and are not commercial timber species.
See the tree list on the following page. The 5,000 board foot threshold applies only to commercial tree species. The amount of merchantable timber volume to be removed from the property
is estimated at 2,330 board feet, which is well below the threshold. Therefore, a forest practices permit should not be required. Please call if you have any questions or need further
assistance on this project. Sincerely, Bob Layton Forester, ISA Certified Arborist #PN-2714A 11415 NE 128th St., Suite 110, Kirkland, WA 98034 | Phone: 425.820.3420 | Fax: 425.820.3437
| americanforestmanagement.com
P_TESC_Plans_170712_v1.pdf Stormwater Pollution Prevention Plan
P_Tree_Retention_Plan_170712_v1.pdf A9R4C4B.tmp.pdf
RS_Arborist_Report_170712_v1.pdf For a Forester Every Day is Earth Day
ARBORIST REPORT/TREE PLAN FOR KENNYDALE PROJECT PARCELS 3342700415, --420, --425, --427 RENTON, WA February 9, 2016 American Forest Management 2/9/2016 Table of
Contents 1. Introduction .............................................................................................................. 1 2. Description ...........................................
.................................................................... 1 3. Methodology ............................................................................................................
1 4. Observations ........................................................................................................... 2 5. Discussion ........................................................
....................................................... 2 6. Tree Protection Measures ........................................................................................ 3 7. Tree
Replacement ................................................................................................... 3 Appendix Site/Tree Photos – pages 5 – 8 Tree Summary Tables
- attached Tree Conditions Map - attached Tree Protection Plan – attached Tree retention Worksheet - attached General Tree Protection Fencing Detail - attached Kennydale Arborist
Report Page 1 American Forest Management 2/9/2016 1. Introduction American Forest Management, Inc. was contacted by Jamie Schroeder of CPH Consultants, and was asked to compile
an ‘Arborist Report’ for four parcels located within the City of Renton. The proposed subdivision encompasses parcels 3342700415, --420, --425, --427. Our assignment is to prepare
a written report on present tree conditions, which is to be filed with the preliminary permit application. This report encompasses all of the criteria set forth under City of Renton
code section 4-4-130. The tree retention requirement is 30% of significant trees. Date of Field Examination: August 27th, 2015 2. Description 40 significant trees were identified
and assessed on the property. These are comprised of a mix of native species and planted ornamental species. A numbered aluminum tag was placed on the lower trunks of the subject
trees by the surveying crew. These numbers were used for this assessment. Tree tag numbers correspond with the numbers on the Tree Summary Tables and attached maps. There are only
a few issues with neighboring trees. The property is bounded on three sides by roads. There are only two neighboring tree issues on the south property lines which are not anticipated
to be concerning. 3. Methodology Each tree in this report was visited. Tree diameters were measured by tape. The tree heights were measured using a Spiegel Relaskop. Each tree was
visually examined for defects and vigor. The tree assessment procedure involves the examination of many factors: The crown of the tree is examined for current vigor. This is comprised
of inspecting the crown (foliage, buds and branches) for color, density, form, and annual shoot growth, limb dieback and disease. The percentage of live crown is estimated for coniferous
species only and scored appropriately. The bole or main stem of the tree is inspected for decay, which includes cavities, wounds, fruiting bodies of decay (conks or mushrooms),
seams, insects, bleeding, callus development, broken or dead tops, structural defects and unnatural leans. Structural defects include crooks, forks with V-shaped crotches, multiple
attachments, and excessive sweep. The root collar and roots are inspected for the presence of decay, insects and/or damage, as well as if they have been injured, undermined or
exposed, or original grade has been altered. Based on these factors a determination of viability is made. Trees considered ‘non-viable’ are trees that are in poor condition due
to disease, extensive decay and/or cumulative structural defects, which exacerbate failure potential. A ‘viable’ tree is a tree found to be in good health, in a sound condition with
minimal defects and is suitable for its location. Also, it will be wind firm if isolated or left as part of a grouping or grove of trees. A ‘borderline’ viable tree is a tree where
its viability is in question. These are trees that are beginning to display symptoms of decline due to age and or species related problems. Borderline trees are not expected to positively
contribute to the landscape for the long-term and are not recommended for retention. The attached Tree Conditions Map indicates the viability of the subject trees. Kennydale Arborist
Report Page 2 American Forest Management 2/9/2016 4. Observations The subject trees are comprised of a mix of native and planted species. Native species are comprised of red
alder, Scouler’s willow, pacific madrone, Douglas-fir and black cottonwood. Planted species include redwood, Ponderosa pine, fruit trees, Colorado blue spruce, dogwood and Norway maple.
Five of the 40 assessed trees are in poor condition and considered non-viable. These are described as follows: Tree #7866 is an over-mature apple variety. The lower trunk is extensively
decayed. The subject will likely collapse within the next few years. Tree #7614 is another over-mature apple variety. Its productive life span is compromised by decay and disease.
Tree #7217 is an over-mature purple-leaf plum or cherry plum, Prunus cerasifera. It is approximately 98% dead. The trunk and large laterals are cracked. Its structure is compromised
by extensive internal decay. The subject will likely collapse within the next few years. See picture below. Tree #7771 is an over-mature red alder. It also has major basal and internal
decay/rot. See picture below. The subject is high risk with a high potential for complete trunk failure. Tree #7777 is a semi-mature cluster of Scouler’s willow. Many of the stems
are in premature decline. Most have developed advanced decay in the lower stems. Productive life span is likely less than five years. Additionally, five of the subject trees are considered
‘borderline’ viable, which are not recommended for retention. These are native pioneer hardwood species of black cottonwood, Scouler’s willow and red alder all with significant defects.
These are not expected to positively contribute to the landscape for the next decade. 5. Discussion Of the 40 trees assessed, 30 are in a sound and healthy condition, and considered
viable. Significant trees are scattered across the site. Five trees are proposed for retention/protection. These are primarily found on the south perimeter of the site. In order
to properly protect retained trees, existing grades shall be maintained around them to the fullest extent possible. After review of the proposed design, the subject trees selected
for retention can be successfully preserved in good condition, so long as the proper tree protection measures are taken. The drip-lines (farthest reaching branches) for the subject
trees can be found on the tree summary tables at the back of this report. These have also been delineated on a copy of the development plan for trees proposed for retention. The information
plotted on the attached plan may need to be transferred to a final tree retention/protection plan to meet City submittal requirements. The trees that are to be removed shall be shown
“X’d” out on the final plan. The Limits of Disturbance (LOD) measurements can also be found on the tree summary table. This is the recommended distance of the closest impact (soil
excavation or fill) to the trunk face. These should be referenced when determining tree retention feasibility. The LOD measurements are based on species, age, condition, drip-line,
prior improvements, proposed impacts and the anticipated cumulative impacts to the entire root zone. Tree Protection fencing shall be initially located a few feet beyond the drip-line
edge of retained trees per the attached plan, and only moved back to the LOD when work is authorized and ready to commence. The proposed water main line northwest of the large redwood
tree #7819 is approximately 18’ from the trunk face. The recommended LOD is 16’. Any roots greater than 2” in diameter encountered during utility work shall be pruned clean to sound
tissue prior to backfilling. Kennydale Arborist Report Page 3 American Forest Management 2/9/2016 The new sidewalk adjacent to Lake WA Blvd will be designed to afford Tree
#7520 more space. The proposed sidewalk is outside of the recommended LOD. Impacts to the subject tree related to sidewalk improvements are not expected to be significant. There
are no major conflicts concerning neighboring trees. The property is bounded on three sides by roads. Subject trees #7790 and #109 situated on the south perimeter are well positioned
for retention. For Tree #7790, maintain existing grades within 8’ of the property line and 5’ for Tree #109. Keep retaining walls outside of tree protection zones. Finished landscaping
work within the drip-lines of retained trees shall maintain existing grades and not disturb fine root mass at the ground surface. Finish landscape with beauty bark or new lawn on top
of existing grade. Add no more than 2” to 4” of mulch/beauty bark or 2” of composted soil to establish new lawn. Raising the grade more than a few inches will have adverse impacts
on fine roots by cutting off oxygen causing suffocation. 6. Tree Protection Measures The following general guidelines are recommended to ensure that the designated space set aside
for the preserved trees are protected and construction impacts are kept to a minimum. 1. Tree protection fencing should be erected around retained trees and positioned just beyond
the drip-line edge prior to moving any heavy equipment on site. Doing this will set clearing limits and avoid compaction of soils within root zones of retained trees. 2. Any existing
infrastructure to be removed within the drip-line or tree protection zone shall be removed by hand or utilizing a tracked mini-excavator. 3. Excavation limits should be laid out
in paint on the ground to avoid over excavating. 4. Excavations within the drip-lines shall be monitored by a qualified tree professional so necessary precautions can be taken to
decrease impacts to tree parts. A qualified tree professional shall monitor excavations when work is required and allowed within the “limits of disturbance”. 5. To establish sub
grade for foundations, curbs and pavement sections near the trees, soil should be removed parallel to the roots and not at 90 degree angles to avoid breaking and tearing roots that
lead back to the trunk within the drip-line. Any roots damaged during these excavations should be exposed to sound tissue and cut cleanly with a saw. Cutting tools should be sterilized
with alcohol. 6. Areas excavated within the drip-line of retained trees should be thoroughly irrigated weekly during dry periods. 7. Preparations for final landscaping shall be
accomplished by hand within the drip-lines of retained trees. Large equipment shall be kept outside of the tree protection zones at all times. Simply finish landscape within 10’ of
retained trees with a 2” to 4” layer of organic mulch. 7. Tree Replacement Supplemental trees will likely be necessary to meet the retention requirement, given the low potential for
successful tree retention. The tree retention calculation is based on 26 significant trees, not including high-risk or danger trees (6), or trees within proposed public streets (8).
The retention requirement for the site is 30%, therefore, a total of 8 trees are required for retention per code. The following replacement requirements are necessary when retained/protected
trees do not meet the minimum requirement per 4-4-130 H. Performance Standards for Land Development/Building Permits: e. Replacement Requirements: As an alternative to retaining trees,
the Administrator may authorize the planting of replacement trees on the site if it can be demonstrated to the Administrator’s satisfaction that an insufficient number of trees can
be retained. Kennydale Arborist Report Page 4 American Forest Management 2/9/2016 i. Replacement Ratio: When the required number of protected trees cannot be retained, replacement
trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6') tall, shall be planted at a rate of twelve (12) caliper inches of new trees to replace each protected
tree removed. Up to fifty percent (50%) of trees required pursuant to RMC 4-4-070, Landscaping, may contribute to replacement trees. The City may require a surety or bond to ensure
the survival of replacement trees. The proposal is to retain or protect five significant trees, therefore three will need to be replaced per the above. This will require the supplemental
planting of 18 – 2” caliper replacement trees for a total replacement of 36 caliper inches (3 X 12). Nine of these will be satisfied by landscaping requirements so an additional nine
will be required above the minimum density requirement of two trees per lot. The Tree Retention Worksheet is attached. New tree plantings shall be given the appropriate space for
the species and their growing characteristics. Confer with the City’s Urban Forester for appropriate replacement species. For planting and maintenance specifications, refer to municipal
code 4-4-070 Landscaping. There is no warranty suggested for any of the trees subject to this report. Weather, latent tree conditions, and future man-caused activities could cause
physiologic changes and deteriorating tree condition. Over time, deteriorating tree conditions may appear and there may be conditions, which are not now visible which, could cause
tree failure. This report or the verbal comments made at the site in no way warrant the structural stability or long term condition of any tree, but represent my opinion based on the
observations made. Nearly all trees in any condition standing within reach of improvements or human use areas represent hazards that could lead to damage or injury. Please call if you
have any questions or I can be of further assistance. Sincerely, Bob Layton ISA Certified Arborist #PN-2714A Tree Risk Assessment Qualified (TRAQ) Kennydale Arborist
Report Page 5 American Forest Management 2/9/2016 Tree #7771 – Non-viable Tree #7217 – Non-viable Kennydale Arborist Report Page 6 American Forest Management 2/9/2016
Tree #7785 (left), neighboring tree #7790 (right) Neighboring Tree #7172 Kennydale Arborist Report Page 7 American Forest Management 2/9/2016 Southwest portion of property
Overview of property looking west Kennydale Arborist Report Page 8 American Forest Management 2/9/2016 Large girdling root on tree 7962 Tree
Summary Table American Forest Management, Inc. For: Kennydale Project Date: 8/27/2015 Renton Inspector: Layton Native/ Planted/ Tree/Tag #Species VolunteerDBH Height Condition Viability
Comments N S E W 7785 burgundy Norway maple P 35 63 27/16 25/NA 25/15 24/15 FAIR-GOOD VIABLE LARGE SPREADING CROWN 7217 purple-leaf plum P 16 22 X X X X POOR NON-VIABLE 95% DEAD, CRACKED
7696 Pacific madrone N 12 22 14/10 5/10 8/8 13/10 FAIR-GOOD VIABLE YOUNG, NATURAL LEAN 101 Pacific madrone N 11 24 12/8 10/8 10/8 8/8 GOOD VIABLE YOUNG 102 big leaf maple N 10 32 14/8
12/8 12/8 12/8 FAIR VIABLE YOUNG, FORKED TOP 7962 black cottonwood N 17 52 18/14 16/14 13/10 15/12 FAIR-POOR BORDERLINE LARGE GIRDLING ROOT, CROOKED TRUNK 7520 western red cedar N 22
46 14/12 18/16 14/12 18/14 GOOD VIABLE NO CONCERNS 103 European white birch V 11 44 10/8 12/8 8/8 10/8 FAIR VIABLE TYPICAL 7783 Douglas-fir P 15 41 14/10 14/10 14/10 12/10 GOOD VIABLE
YOUNG, FULL CROWN 7784 Douglas-fir P 15 45 14/10 14/10 8/10 12/10 GOOD VIABLE YOUNG, FULL CROWN 7772 red alder N 15 48 14/10 10/10 14/10 14/10 FAIR-POOR BORDERLINE LARGE CAVITY, SIGNIFCANT
DECAY 7771 red alder N 23 50 X X X X POOR NON-VIABLE EXTENSIVE TRUNK ROT, DYING TOP, HIGH RISK 7780 Scouler's willow N 14 43 12/10 12/10 8/8 10/8 FAIR VIABLE TYPICAL 7778 black cottonwood
N 11 43 6/8 6/8 6/8 8/8 FAIR VIABLE YOUNG, POOR FORM 7777 Scouler's willow N 6"-8" 40 X X X X POOR NON-VIABLE CLUSTER, DECAY, DECLINE 7782 western red cedar N 15 40 10/6 12/10 10/10
10/10 FAIR VIABLE BROKEN TOP, GOOD COLOR 7770 Colorado blue spruce P 12 28 8/6 10/10 8/8 8/8 FAIR-GOOD VIABLE NATURAL LEAN SOUTH, TYPICAL 7765 red alder N 13,11 48 16/10 8/10 16/10
12/10 FAIR-POOR BORDERLINE FORKED AT ROOT CROWN, WEAKLY ATTACHED 104 weeping willow P 12 33 16/10 10/10 16/10 12/10 FAIR VIABLE INJURED TRUNK, OKAY FOR NOW 7766 Douglas-fir N 21 56
16/14 18/16 14/12 16/14 GOOD VIABLE YOUNG TO SEMI-MATURE 105 Italian plum V 6"-12" 32 12/10 16/10 14/10 16/12 FAIR-POOR BORDERLINE HEAVY LEANS, SOME DECLINE, SUPPRESSED 7536 redwood
P 35,38 86 20/16 23/18 24/18 20/18 GOOD VIABLE LARGE SPECIMENS 7866 apple P 16 30 X X X X POOR NON-VIABLE EXTENSIVE ROT, MATURE 7865 apple P 12,12 30 10/10 12/10 8/10 12/10 FAIR VIABLE
TYPICAL 7535 Ponderosa pine P 28 82 16/12 25/16 12/12 12/12 FAIR VIABLE FORKED TOP, MODERATE RISK 7534 Ponderosa pine P 19 76 13/10 14/12 8/10 10/10 FAIR VIABLE FORKED TOP, MODERATE
RISK 106 pear P 10,9 14 6/8 10/8 8/8 10/8 FAIR VIABLE HEAVILY PRUNED 7532 Ponderosa pine P 22 72 12/14 12/14 12/12 10/12 FAIR VIABLE TYPICAL 7531 European white birch V 13 56 10/10
14/10 10/10 8/10 FAIR VIABLE TYPICAL Drip-Line measurements from face of trunk Drip-Line (feet) Tree Summary Table American Forest Management, Inc. For: Kennydale Project Date: 8/27/2015
Renton Inspector: Layton Native/ Planted/ Tree/Tag #Species VolunteerDBH Height Condition Viability Comments N S E W 7530 Ponderosa pine P 34 82 18/14 24/16 12/14 16/14 GOOD VIABLE
NO CONCERNS 7529 Colorado blue spruce P 15 34 12/12 10/12 14/12 10/12 GOOD VIABLE YOUNG 7528 pacific madrone N 12 25 10/10 16/12 8/10 12/10 FAIR VIABLE TYPICAL 7614 apple P 16 18 X
X X X POOR NON-VIABLE OVER-MATURE 107 noble fir P 10 30 6/7 5/7 5/7 6/7 FAIR VIABLE LARGE FROST CRACK 108 dogwood P 10 18 8/8 10/8 10/8 8/8 FAIR VIABLE TOPPED IN PAST 7657 apple P 12
22 8/8 12/NA 10/8 13/10 FAIR VIABLE HEAVILY PRUNED 7819 redwood P 56 73 28/18 NA 26/18 22/16 GOOD VIABLE TYPICAL 7820 European white birch V 9,11 51 16/8 NA 10/8 8/10 FAIR VIABLE TYPICAL
7821 Colorado blue spruce P 25 70 14/12 NA 12/10 14/14 GOOD VIABLE NO CONCERNS 110 Scouler's willow N 4"-7" 30 18/12 16/12 14/10 12/12 FAIR BORDERLINE LARGE CLUSTER, SHORT-LIVED 7172
big leaf maple N 16 40 13/8 NA 19/12 15/12 FAIR VIABLE MULTIPLE TRUNKS 7790 black locust V 15,10,12 68 10/8 NA 10/10 16/12 FAIR VIABLE MATURE 109 Japanese maple P 8 24 10/8 NA 8/8 12/10
FAIR VIABLE TYPICAL Drip-Line measurements from face of trunk Drip-Line (feet) NEIGHBORING TREES
RS_Critical_Areas_Determination_170712_v1.pdf 16072 iCap Senza Recon Rpt
Wetland Resources, Inc. iCap Senza April 7, 2016 WRI #16072 1 April 5, 2016 iCap Equity, LLC Attn: Barbara Rodgers 10900 NE 8th St, # 1000 Bellevue, WA 98004 RE: Critical Areas Determination
Report for King County parcels 3342700415, 420, 425, 427 INTRODUCTION iCap Equity, LLC contracted Wetland Resources, Inc. (WRI) to perform a wetland determination within and surrounding
the aforementioned 3.83-acre parcels, located in the City of Renton, WA. The purpose of the visit was to evaluate and locate jurisdictional wetlands and streams on and in the vicinity
of the property, to document the findings in a brief letter, and to address off-site wetland concerns brought up during the SEPA Environmental Review public comment period. The site
visit occurred on April, 1 2016. Access is from an existing driveway extending south from N 40th St. The Public Land Survey System (PLSS) locator for the subject property is Section
32, Township 24N, Range 05E, W.M. Figure 1: Aerial Overview of the Subject Property Wetland Resources, Inc. iCap Senza April 7, 2016 WRI #16072 2 METHODOLOGY Prior to conducting
the site reconnaissance, public resource information was reviewed to gather background information on the subject property and the surrounding area in regards to wetlands, streams,
and other critical areas. These sources include the USFWS National Wetlands Inventory (NWI), USDA/NRCS Web Soil Survey, WDFW SalmonScape Map, WDFW Priority Habitat and Species (PHS)
Interactive Map, and King County iMap. • USFWS NWI Map: The NWI map does not illustrate any wetlands on the subject property. • USDA/NRCS Web Soil Survey: The Web Soil Survey indicates
that the subject property is underlain by Alderwood gravelly sandy loam 8 to 15 percent slopes and Indianola loamy sand, 5 to 15 percent slopes. Neither of these soils are listed as
hydric. • WDFW SalmonScape Map: The SalmonScape Map does not show any streams on the subject property. May Creek is shown approximately 750 feet north of the subject property • WDFW
Priority Habitats and Species (PHS) Map: The PHS map does not illustrate any PHS species or areas on the subject property. Both Lake Washington and May Creek are identified as Priority
Habitats, but are well off-site. • King Count iMap: iMap does not show any critical areas on the subject property within 200 feet. Wetland areas were determined using the routine determination
approach described in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory 1987) and the Regional Supplement to the Corps of Engineers Wetland Delineation Manual:
Western Mountians, Valleys, and Coast Region (Version 2.0) (U.S. Army Corps of Engineers 2010). Under the routine methodology, the process for making a wetland determination is based
on three steps: 1) Examination of the site for hydrophytic vegetation (species present and percent cover); 2) Examination of the site for hydric soils; 3) Determining the presence
of wetland hydrology SITE DESCRIPTION The subject property is located between Interstate 405 and Lake Washington in the City of Renton, WA. Three existing single-family homes were
recently present within the boundary of the site, but were in various stages of demolition at the time of the site visit. The property has a moderate west aspect from Park Avenue North
along the eastern property boundary to Lake Washington Boulevard along the western property boundary. On-site vegetation is a mix of domestic landscaping and ornamental landscaping
surrounding the old home sites and abandoned pasture/lawn areas consisting of reed canarygrass and Himalayan blackberry. Sporadic patches of native vegetation including western red
cedar and willows are also present on-site. Wetland Resources, Inc. iCap Senza April 7, 2016 WRI #16072 3 RESULTS Based on the field investigation and existing available on-line
resources, no wetlands or streams are located within the boundary of the investigation area or within the surrounding 200 feet, including the potential off-site area identified by the
neighbor. One area of concern was observed during the site investigation. This area is dominated by a combination of reed canarygrass and Himalayan blackberry with sporadic Scouler’s
willow. Soils within this area are generally very dark brown (10YR 2/2) to brown (10YY 3/3) and were moist to dry at the time of investigation (see data attached data sites). The overall
lack of wetland hydrology is particularly telling given the high levels of recorded precipitation during the 2015/2016 water year. The area identified by the neighbor as a potential
off-site wetland was evaluated by visual inspection from the subject property. This area is upslope of the area of concern, dominated by mowed lawn with common dandelion throughout.
Immediately downslope of this area (on-site) is dominated by Himalayan blackberry (see figures 1 and 2). Based on visual observations, this off-site area does not meet the criteria
for hydrophytic vegetation and therefore does not meet the definition of wetland. Figure 2: Looking off-site to the southeast. Figure 3: Looking west, stake denotes approximate property
boundary. USE OF THIS REPORT This Determination Report is supplied to iCap Equity as a means of determining the presence of on-site and adjacent critical areas as required by the City
of Renton. This report is based largely on readily observable conditions and, to a lesser extent, on readily ascertainable conditions. No attempt has been made to determine hidden
or concealed conditions. The laws applicable to critical areas are subject to varying interpretations and may be changed at any time by the courts or legislative bodies. This report
is intended to provide information deemed relevant in the applicant's attempt to comply with the laws now in effect. Wetland Resources, Inc. iCap Senza April 7, 2016 WRI #16072
4 This report conforms to the standard of care employed by wetland ecologists. No other representation or warranty is made concerning the work or this report and any implied representation
or warranty is disclaimed. Wetland Resources, Inc. Scott Brainard, PWS Principal Ecologist Enclosures: Army Corps Wetland Determination Data Forms (S1 and S2) US Army Corps of Engineers
Western Mountains, Valleys, and Coast – Version 2.0 WETLAND DETERMINATION DATA FORM – Western Mountains, Valleys, and Coast Region Project/Site: City/County:
Sampling Date: Applicant/Owner: State: Sampling Point: Investigator(s): Section, Township, Range: Landform (hillslope, terrace,
etc.): Local relief (concave, convex, none): Slope (%): Subregion (LRR): Lat: Long: Datum: Soil Map Unit Name:
NWI classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil
, or Hydrology significantly disturbed? Are “Normal Circumstances” present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic?
(If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation
Present? Yes No Hydric Soil Present? Yes No Wetland Hydrology Present? Yes No Is the Sampled Area within a Wetland? Yes No Remarks: VEGETATION
– Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: ) % Cover Species? Status 1.
2. 3. 4.
= Total Cover Sapling/Shrub Stratum (Plot size: ) 1. 2. 3.
4. 5.
= Total Cover Herb Stratum (Plot size: ) 1. 2. 3. 4.
5. 6. 7. 8. 9.
10. 11.
= Total Cover Woody Vine Stratum (Plot size: ) 1. 2.
= Total Cover % Bare Ground in Herb Stratum Dominance Test worksheet: Number of Dominant Species That Are
OBL, FACW, or FAC: (A) Total Number of Dominant Species Across All Strata: (B) Percent of Dominant Species That Are OBL, FACW, or FAC: (A/B)
Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species
x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = Hydrophytic
Vegetation Indicators: Rapid Test for Hydrophytic Vegetation Dominance Test is >50% Prevalence Index is ≤3.01 Morphological Adaptations1 (Provide supporting data
in Remarks or on a separate sheet) Wetland Non-Vascular Plants1 Problematic Hydrophytic Vegetation1 (Explain) 1Indicators of hydric soil and wetland hydrology must be present, unless
disturbed or problematic. Hydrophytic Vegetation Present? Yes No Remarks: Senza Lakeview Renton/King 4/1 iCap Equity, LLC WA S1 SB. JL 32, 24, 5 hillslope
concaver <5 LRR A 47.527110 -122.202964 Alderwood gravelly sandy loam 8 to 15 % and Indianola loamy sand 5 to 15% slopes None ✔ ✔ ✔ ✔ ✔ ✔ Precipitation levels are at 150% of normal
for the water year. Alnus rubra 20 Y Fac 20 Rubus armeniacus 40 Y FacU Acer circinatum 20 Y Fac Salix scouleriana 20 Y Fac 80 Phalaris arundinacea 60 Y FacW 60 4 5 80 0 0 0 0 0 0 0
✔ ✔ US Army Corps of Engineers Western Mountains, Valleys, and Coast – Version 2.0 SOIL Sampling Point:
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix
Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture
Remarks
1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Sandy Redox (S5) 2 cm Muck (A10) Histic Epipedon
(A2) Stripped Matrix (S6) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide (A4) Loamy
Gleyed Matrix (F2) Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thick Dark Surface (A12) Redox Dark Surface (F6) 3Indicators of hydrophytic
vegetation and Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) wetland hydrology must be present, Sandy Gleyed Matrix (S4) Redox Depressions (F8) unless disturbed
or problematic. Restrictive Layer (if present): Type:________________________________ Depth (inches):________________________ Hydric Soil Present? Yes No Remarks:
HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary
Indicators (2 or more required) Surface Water (A1) Water-Stained Leaves (B9) (except MLRA Water-Stained Leaves (B9) (MLRA 1, 2, High Water Table (A2) 1, 2, 4A, and
4B) 4A, and 4B) Saturation (A3) Salt Crust (B11) Drainage Patterns (B10) Water Marks (B1) Aquatic Invertebrates (B13) Dry-Season Water Table (C2) Sediment
Deposits (B2) Hydrogen Sulfide Odor (C1) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position
(D2) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Shallow Aquitard (D3) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C6) FAC-Neutral Test (D5) Surface
Soil Cracks (B6) Stunted or Stressed Plants (D1) (LRR A) Raised Ant Mounds (D6) (LRR A) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Frost-Heave Hummocks
(D7) Sparsely Vegetated Concave Surface (B8) Field Observations: Surface Water Present? Yes No Depth (inches): Water Table Present? Yes No Depth (inches):
Saturation Present? Yes No Depth (inches): (includes capillary fringe) Wetland Hydrology Present? Yes No Describe Recorded Data (stream gauge,
monitoring well, aerial photos, previous inspections), if available: Remarks: S1 0-14" 10YR 2/2 90 sil 14-18+" 10YR 4/2 80 10YR 4/6 20 C M fsl ✔ Diagnostic layer is to
deep to meet the criteria for either A11 or F6 ✔ ✔ ✔ ✔ Soils were moist at the time of investigation even with higher than normal precipitation for the water year. US Army Corps of
Engineers Western Mountains, Valleys, and Coast – Version 2.0 WETLAND DETERMINATION DATA FORM – Western Mountains, Valleys, and Coast Region Project/Site:
City/County: Sampling Date: Applicant/Owner: State: Sampling Point: Investigator(s): Section, Township, Range: Landform (hillslope,
terrace, etc.): Local relief (concave, convex, none): Slope (%): Subregion (LRR): Lat: Long: Datum: Soil Map Unit Name:
NWI classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation ,
Soil , or Hydrology significantly disturbed? Are “Normal Circumstances” present? Yes No Are Vegetation , Soil , or Hydrology naturally
problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic
Vegetation Present? Yes No Hydric Soil Present? Yes No Wetland Hydrology Present? Yes No Is the Sampled Area within a Wetland? Yes No Remarks:
VEGETATION – Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: ) % Cover Species? Status 1.
2. 3. 4.
= Total Cover Sapling/Shrub Stratum (Plot size: ) 1. 2.
3. 4. 5.
= Total Cover Herb Stratum (Plot size: ) 1. 2. 3.
4. 5. 6. 7. 8.
9. 10. 11.
= Total Cover Woody Vine Stratum (Plot size: ) 1. 2.
= Total Cover % Bare Ground in Herb Stratum Dominance Test worksheet: Number of Dominant
Species That Are OBL, FACW, or FAC: (A) Total Number of Dominant Species Across All Strata: (B) Percent of Dominant Species That Are OBL, FACW, or FAC:
(A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC
species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A =
Hydrophytic Vegetation Indicators: Rapid Test for Hydrophytic Vegetation Dominance Test is >50% Prevalence Index is ≤3.01 Morphological Adaptations1 (Provide supporting
data in Remarks or on a separate sheet) Wetland Non-Vascular Plants1 Problematic Hydrophytic Vegetation1 (Explain) 1Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic. Hydrophytic Vegetation Present? Yes No Remarks: Senza Lakeview Renton/King 4/1 iCap Equity, LLC WA S2 SB. JL
32, 24, 5 hillslope concaver <5 LRR A 47.527110 -122.202964 Alderwood gravelly sandy loam 8 to 15 % and Indianola loamy sand 5 to 15% slopes None ✔ ✔ ✔ ✔ ✔ Precipitation levels are
at 150% of normal for the water year. Thuja plicata 30 Y Fac Alnus rubra 20 Y Fac 50 Rubus armeniacus 80 Y FacU Salix scouleriana 20 Y Fac 100 3 4 75 0 0 0 0 0 0 0 ✔ ✔ US Army Corps
of Engineers Western Mountains, Valleys, and Coast – Version 2.0 SOIL Sampling Point: Profile Description:
(Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks
1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable
to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Sandy Redox (S5) 2 cm Muck (A10) Histic Epipedon (A2) Stripped Matrix (S6)
Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Other
(Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thick Dark Surface (A12) Redox Dark Surface (F6) 3Indicators of hydrophytic vegetation and Sandy
Mucky Mineral (S1) Depleted Dark Surface (F7) wetland hydrology must be present, Sandy Gleyed Matrix (S4) Redox Depressions (F8) unless disturbed or problematic. Restrictive
Layer (if present): Type:________________________________ Depth (inches):________________________ Hydric Soil Present? Yes No Remarks: HYDROLOGY Wetland
Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary Indicators (2 or more
required) Surface Water (A1) Water-Stained Leaves (B9) (except MLRA Water-Stained Leaves (B9) (MLRA 1, 2, High Water Table (A2) 1, 2, 4A, and 4B) 4A,
and 4B) Saturation (A3) Salt Crust (B11) Drainage Patterns (B10) Water Marks (B1) Aquatic Invertebrates (B13) Dry-Season Water Table (C2) Sediment Deposits (B2) Hydrogen
Sulfide Odor (C1) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position (D2) Algal Mat or Crust
(B4) Presence of Reduced Iron (C4) Shallow Aquitard (D3) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C6) FAC-Neutral Test (D5) Surface Soil Cracks (B6) Stunted
or Stressed Plants (D1) (LRR A) Raised Ant Mounds (D6) (LRR A) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Frost-Heave Hummocks (D7) Sparsely Vegetated
Concave Surface (B8) Field Observations: Surface Water Present? Yes No Depth (inches): Water Table Present? Yes No Depth (inches): Saturation Present?
Yes No Depth (inches): (includes capillary fringe) Wetland Hydrology Present? Yes No Describe Recorded Data (stream gauge, monitoring well, aerial photos,
previous inspections), if available: Remarks: S2 0-12" 10YR 2/2 90 sil 12-18+" 110YR 4/3 90 10YR 4/6 5 C M sl ✔ ✔ ✔ ✔ ✔ Soils were moist at the time of investigation even
with higher than normal precipitation for the water year.
RS_Geotech_Report_170712_v1.pdf
Earth Solutions NWLLC Earth Solutions NWLLC GeotechnicalEngineering Geology EnvironmentalScientists ConstructionMonitoring 1805-136thPlaceN.E.,Suite201 Bellevue,WA98005 (425)449-4704
Fax(425)449-4711 www.earthsolutionsnw.com GEOTECHNICALENGINEERING STUDY PROPOSED RESIDENTIALDEVELOPMENT 3908 &3916 LAKE WASHINGTON BOULEVARDNORTH& 3907 PARKAVENUE NORTH RENTON, WASHINGTON
ES-4088 2005 2015 Drwn. Checked Date Date Proj. No. Plate Earth Solutions NWLLC Geotechnical Engineering,Construction Monitoring Earth Solutions NWLLC Earth Solutions NWLLC and Environmental
Sciences Vicinity Map iCAPKennydale Plat Renton, Washington MRS KDH 09/11/2015 Sept. 2015 4088 1 NORTH NOTE:Thisplatemaycontainareasofcolor.ESNWcannotbe responsibleforanysubsequentmisinterpretationo
ftheinformation resultingfromblack&whitereproductionsofthisplate. Reference: Renton, Washington Map 626 ByTheThomas Guide Rand McNally 32nd Edition SITE Plate Proj. No. Date Checked
By Drwn. By EarthSolutionsNWLLC GeotechnicalEngineering,ConstructionMonitoring andEnvironmentalSciences Earth Solutions NWLLC Earth Solutions NWLLC TestPitLocationPlan iCAPKennydalePlat
Renton,Washington MRS KDH 09/15/2015 4088 2 NORTH 0 30 60 120 Scale in Feet 1"=60' NOTE:Thisplatemaycontainareasofcolor.ESNWcannotbe responsibleforanysubsequentmisinterpretationoftheinformation
resultingfromblack&whitereproductionsofthisplate. NOTE:Thegraphicsshownonthisplatearenotintendedfordesign purposesorprecisescalemeasurements,butonlytoillustratethe approximatetestlocationsrelativeto
theapproximatelocationsof existingand/orproposedsitefeatures.Theinformationillustrated islargelybasedondataprovidedbytheclientatthetimeofour study.ESNWcannotberesponsibleforsubsequentdesignchanges
orinterpretationofthedatabyothers. LEGEND Approximate Location of ESNW Test Pit, Proj. No. ES-4088, Sept. 2015 Subject Site Existing Building PARK AVENUE N. 100 908 07 0 60 50 110
100 908 07 0 60 50 110 TP-1T P-2T P-3 TP-4 TP-5 TP-6 TP-7 TP-8 TP-9 LAKE WASHINGTON BLVD N. N. 40TH STREET TP-1 House Garage Shed Shed House House Rockery Gravel Driveway
Gravel Driveway Drwn. Checked Date Date Proj. No. Plate Earth Solutions NWLLC Geotechnical Engineering,Construction Monitoring and Environmental Sciences Earth Solutions NWLLC Earth
Solutions NWLLC RETAINING WALLDRAINAGE DETAIL iCAPKennydale Plat Renton, Washington MRS KDH 09/11/2015 Sept. 2015 4088 3 NOTES: Free Draining Backfill should consist of soil having
less than 5 percent fines. Percent passing #4 should be 25 to 75 percent. Sheet Drain may be feasible in lieu of Free Draining Backfill, per ESNW recommendations. Drain Pipe should
consist of perforated, rigid PVC Pipe surrounded with 1" Drain Rock. LEGEND: Free Draining Structural Backfill 1 inch Drain Rock 18" Min. Structural Fill Perforated Drain Pipe (Surround
In Drain Rock) SCHEMATIC ONLY- NOTTO SCALE NOTACONSTRUCTION DRAWING Drwn. Checked Date Date Proj. No. Plate Earth Solutions NWLLC Geotechnical Engineering,Construction Monitoring and
Environmental Sciences Earth Solutions NWLLC Earth Solutions NWLLC FOOTING DRAIN DETAIL Slope Perforated Rigid Drain Pipe (Surround with 1" Rock) 18" (Min.) NOTES: Do NOT tie roof downspouts
to Footing Drain. Surface Seal to consist of 12" of less permeable, suitable soil. Slope away from building. LEGEND: Surface Seal; native soil or other low permeability material. 1"
Drain Rock SCHEMATIC ONLY- NOTTO SCALE NOTACONSTRUCTION DRAWING iCAPKennydale Plat Renton, Washington MRS KDH 09/11/2015 Sept. 2015 4088 4
RS_SWPPP_170712_v1.pdf Stormwater Pollution Prevention Plan
Prepared for: iCap Lakeview, LLC 3535 Factoria Blvd Suite 500 Bellevue, WA 98006 Prepared by: CPH Consultants Bryce Bessette and Jamie Schroeder,
PE 11431 Willows Road NE Suite 120 Redmond, WA 98052 July 12, 2017 Stormwater Pollution and Prevention Plan (SWPPP) Senza Lakeview Subdivision 3907 Park Avenue N City of Renton,
Washington Stormwater Pollution Prevention Plan For Senza Lakeview Prepared For iCAP Lakeview, LLC 3535 Factoria Blvd. SE, Suite 500 Bellevue, WA 98006 425-278-9030 Owner Developer
Operator/Contractor iCAP Lakeview, LLC 3535 Factoria Blvd. SE, Suite 500 Bellevue, WA 98006 P: (425) 278-9030 iCAP Lakeview, LLC 3535 Factoria Blvd. SE, Suite 500 Bellevue, WA 98006
P: (425) 278-9030 TBD Project Site Location 3907 Park Ave N. Renton, WA 98056 Certified Erosion and Sediment Control Lead Raymond Coglas, PE 1805 136th Pl Northeast, Suite 201
Bellevue, WA 98005 P: (425) 449-4704 F: (425) 449-4711 SWPPP Prepared By CP|H Consultants Jamie Schroeder, P.E. Bryce Bessette, P.E. 11431 Willows Road NE, Suite 120 Redmond, WA 98052
P: (425) 285-2390 SWPPP Preparation Date July 6, 2017 Approximate Project Construction Dates August, 2017 August, 2019 Senza Lakeview Stormwater Pollution
Prevention Plan CPH Project No. 0139-15-001 July 6, 2017 CP|H CONSULTANTS Page 2 Contents 1.0 Introduction .....................................................................................
.................................... 4 2.0 Site/Project Description ...................................................................................................... 6 2.1 Existing
Conditions ......................................................................................................... 6 2.2 Proposed Construction Activities ..........................................
......................................... 7 3.0 Construction Stormwater BMPs ......................................................................................... 9 3.1 The 12 BMP
Elements .................................................................................................... 9 3.1.1 Element #1 – Mark Clearing Limits ..............................................
......................... 9 3.1.2 Element #2 - Establish Construction Access…………………………………… 8 3.1.3 Element #3 – Control Flow Rates ..................................................................
......... 9 3.1.4 Element #4 – Install Sediment Controls ............................................................... 10 3.1.5 Element #5 – Stabilize Soils ........................................
......................................... 10 3.1.6 Element #6 – Protect Slopes ................................................................................. 10 3.1.7 Element #7 –
Protect Drain Inlets ......................................................................... 11 3.1.8 Element #8 – Stabilize Channels and Outlets ..................................................
..... 11 3.1.9 Element #9 – Control Pollutants ........................................................................... 11 3.1.10 Element #10 – Control Dewatering .................................
..................................... 13 3.1.11 Element #11 – Maintain BMPs ............................................................................. 14 3.1.12 Element #12 – Manage
the Project ....................................................................... 14 3.2 Site Specific BMPs ........................................................................................
............... 16 4.0 Construction Phasing and BMP Implementation .............................................................. 17 5.0 Pollution Prevention Team ....................................
................................................................. 18 5.1 Roles and Responsibilities ............................................................................................
18 5.2 Team Members ............................................................................................................. 18 6.0 Site Inspections and Monitoring……………………………………………………………..18
6.1 Site Inspection ............................................................................................................... 19 6.1.1 Site Inspection Frequency ...............................
...................................................... 19 6.1.2 Site Inspection Documentation ............................................................................. 19 6.2 Stormwater
Quality Monitoring .................................................................................... 20 6.2.1 Turbidity ..........................................................................
.................................... 20 6.2.2 pH ......................................................................................................................... 20 7.0 Reporting
and Recordkeeping........................................................................................... 22 7.1 Recordkeeping ....................................................................
.......................................... 22 7.1.1 Site Log Book ....................................................................................................... 22 7.1.2 Records
Retention ................................................................................................. 22 7.1.3 Access to Plans and Records......................................................
........................... 22 7.1.4 Updating the SWPPP ............................................................................................ 22 7.2 Reporting..................................
..................................................................................... 23 7.2.1 Discharge Monitoring Reports ...........................................................................
... 23 7.2.2 Notification of Noncompliance............................................................................. 23 7.2.3 Permit Application and Changes .......................................
................................... 23 Senza Lakeview Stormwater Pollution Prevention Plan CPH Project No. 0139-15-001 July 6, 2017 CP|H CONSULTANTS
Page 3 Appendix A – Erosion Control Plans Appendix B – Construction BMPs Appendix C – General Permit Appendix D – Site Inspection Forms (and Site Log) Senza Lakeview
Stormwater Pollution Prevention Plan CPH Project No. 0139-15-001 July 6, 2017 CP|H CONSULTANTS Page 4
1.0 Introduction This Stormwater Pollution Prevention Plan (SWPPP) has been prepared for the Senza Lakeview single-family development project located in Renton, Washington. Senza
Lakeview proposes to provide 17 new homes, frontage improvements to Lake Washington Blvd N., N. 40th St., and Park Ave N., water and sewer utilities, and storm drainage mitigation facilities.
The project is located at 3907 Park Ave N. within Section 32, Township 24N, Range 5E, W.M. Snohomish County, Washington. This site is approximately 3.83 acres. Construction activities
will include approximately 2.29 acres of new impervious area in the form of asphalt driveways and drive aisles, new sidewalks, and building roofs. The purpose of this SWPPP is to describe
the proposed construction activities and all temporary and permanent erosion and sediment control (TESC) measures, pollution prevention measures, inspection/monitoring activities, and
record keeping that will be implemented during the proposed construction project. The objectives of the SWPPP are to: 1. Implement Best Management Practices (BMPs) to prevent erosion
and sedimentation, and to identify, reduce, eliminate or prevent stormwater contamination and water pollution from construction activity. 2. Prevent violations of surface water quality,
ground water quality, or sediment management standards. 3. Prevent, during the construction phase, adverse water quality impacts including impacts on beneficial uses of the receiving
water by controlling peak flow rates and volumes of stormwater runoff at the Permittee’s outfalls and downstream of the outfalls. This SWPPP was prepared using the Ecology SWPPP Template
downloaded from the Ecology website and modifying to be specific for this project. This SWPPP was prepared based on the requirements set forth in the Construction Stormwater General
Permit and Stormwater Management Manual for Western Washington (SWMMWW 2005). The report is divided into seven main sections with several appendices that include stormwater related
reference materials. The topics presented in the each of the main sections are: ▪ Section 1 – INTRODUCTION. This section provides a summary description of the project, and the organization
of the SWPPP document. ▪ Section 2 – SITE DESCRIPTION. This section provides a detailed description of the existing site conditions, proposed construction activities, and calculated
stormwater flow rates for existing conditions and post–construction conditions. ▪ Section 3 – CONSTRUCTION BMPs. This section provides a detailed description of the BMPs to be implemented
based on the 12 required elements of the SWPPP (SWMMWW 2005). Senza Lakeview Stormwater Pollution Prevention
Plan CPH Project No. 0139-15-001 July 6, 2017 CP|H CONSULTANTS Page 5 ▪ Section 4 – CONSTRUCTION PHASING AND BMP IMPLEMENTATION. This section provides a description of the timing
of the BMP implementation in relation to the project schedule. ▪ Section 5 – POLLUTION PREVENTION TEAM. This section identifies the appropriate contact names (emergency and non-emergency),
monitoring personnel, and the onsite temporary erosion and sedimentation control inspector ▪ Section 6 – INSPECTION AND MONITORING. This section provides a description of the inspection
and monitoring requirements such as the parameters of concern to be monitored, sample locations, sample frequencies, and sampling methods for all stormwater discharge locations from
the site. ▪ Section 7 – RECORDKEEPING. This section describes the requirements for documentation of the BMP implementation, site inspections, monitoring results, and changes to the
implementation of certain BMPs due to site factors experienced during construction. Supporting documentation and standard forms are provided in the following Appendices: Appendix A
– Erosion Control Plans Appendix B – Construction BMPs Appendix C – General Permit Appendix D – Site Inspection Forms (and Site Log) Senza Lakeview
Stormwater Pollution Prevention Plan CPH Project No. 0139-15-001 July 6, 2017 CP|H CONSULTANTS Page 6 2.0 Site/Project Description
2.1 Existing Conditions The project area consists of 4 parcels totaling 3.83 acres (SC tax parcel #’s: 3342700415, 3342700420, 3342700425, 3342700427). The project is located at 3907
Park Ave n., Renton, WA 98056 within Section 32, Township 24N, Range 5E, W.M. The site is currently occupied by three single-family residences. Access to the existing homes are provided
by a gravel driveway that connects to N. 40th St. A number of trees of varying type, age, and health conditions exist on the site along with various brushes and grass cover. The soils
of the area are characterized generally by the Natural Resource Conservation Services (NRCS) as Alderwood gravelly sandy loam (AgC) and Indianola loamy sand (InC). Refer to Appendix
A of the TIR for a site specific geotechnical report along with the NRCS data. Refer to Figure 3 in the TIR Appendix for a map of the existing site conditions and existing drainage
basins. Senza Lakeview Stormwater Pollution Prevention Plan CPH Project No. 0139-15-001 July 6,
2017 CP|H CONSULTANTS Page 7 2.2 Proposed Construction Activities The proposed development will create a total of 17 single-family homes. In addition, the project will include
frontage improvements to Lake Washington Blvd N., N. 40th St., and Park Ave N., including the pavement widening, curb and gutter, sidewalk and landscaping. The overall project will
create and/or replace a total of approximately 2.29 acres of impervious surfaces. The proposed construction activities include site preparation, TESC installation, pavement and sidewalk
construction, utility installation, stormwater conveyance system design, and water quality vault excavation. The schedule and phasing of BMPs during construction is provided in Section
4.0. The site qualifies for the Direct Discharge Exemption as the flowpath from the project site discharge point is less than a half mile to the 100-year floodplain of Lake Washington.
All of the storm water runoff from the improved site will be collected, controlled, and released to the existing 18” concrete pipe located at the intersection of Lake Washington BLVD
N and N 40th St. A series of on-site catch basin inlets and underground pipes will collect and convey surface water runoff westerly within proposed road right-of-way for the majority
of the developed site to a Contech water quality vault for water quality treatment. The developed site is required to provide Basic Water Quality treatment in addition to Level 1 (i.e.,
basic) flow control per current City of Renton surface water standards. Water quality storm volumes are proposed to be treated with a Contech StormFilter vault in the northwest corner
of the site. The runoff from the frontage improvements and half street grind and overlay along Park Ave N. will be treated by a Contech StormFilter catchbasin system near the corner
of Park Ave N. and N. 40th St. Stormwater runoff volumes were calculated using the Western Washington Hydrology Model 2012 (WWHM). Water quality treatment was sized using the 2-year
treatment volume. The following summarizes details regarding the site conditions: ▪ Total site area: 3.83 acres ▪ Percent impervious area before construction: 10.2 % ▪ Percent impervious
area after construction: 53.4 % ▪ Disturbed area during construction: 4.65 acres ▪ Disturbed area that is characterized as impervious (i.e., access roads, staging, parking): 2.29 acres
▪ 2-year stormwater runoff peak flow prior to construction (existing): 0.12 cfs Senza Lakeview Stormwater
Pollution Prevention Plan CPH Project No. 0139-15-001 July 6, 2017 CP|H CONSULTANTS Page 8 ▪ 50-year stormwater runoff peak flow prior to construction (existing): 0.36 cfs ▪ 2-year
stormwater runoff peak flow after construction 1.10 cfs ▪ 50-year stormwater runoff peak flow after construction 2.32 cfs Senza Lakeview
Stormwater Pollution Prevention Plan CPH Project No. 0139-15-001 July 6, 2017 CP|H CONSULTANTS Page 9 3.0 Construction Stormwater BMPs
3.1 The 12 BMP Elements 3.1.1 Element #1 – Mark Clearing Limits To protect adjacent properties and to reduce the area of soil exposed to construction, the limits of construction will
be clearly marked before land-disturbing activities begin. Trees that are to be preserved, as well as all sensitive areas and their buffers, shall be clearly delineated, both in the
field and on the plans. In general, natural vegetation and native topsoil shall be retained in an undisturbed state to the maximum extent possible. The BMPs relevant to marking the
clearing limits that will be applied for this project include: • Preserving Natural Vegetation Purpose (BMP C101) • Construction Fence (BMP C103) Tree protection will be provided
for all trees to remain, including all trees adjacent to the work and outside the construction limits as noted on the drawings. The upstream boundaries of the site will be lined with
construction fencing. 3.1.2 Element #2 – Establish Construction Access Construction access shall be stabilized to minimize the tracking of sediment onto public roads; street sweeping
shall be employed to prevent sediment from entering state waters. The specified BMPs related to establishing construction access that will be used on the project include: • Stabilized
Construction Entrance (BMP C105) Construction access shall be established to prevent tracking any sediment onto City or State roads or onto the adjacent property. One construction
entrance will be provided. 3.1.3 Element #3 – Control Flow Rates In order to protect the properties and waterways downstream of the project site, stormwater discharges from the site
will be controlled during construction. Flow rates during construction are proposed to be controlled using the temporary interceptor ditches, rock check dams, and a temporary sediment
pond. In general, discharge rates of stormwater from the site will be controlled where increases in impervious area or soil compaction during construction could lead to downstream erosion,
or where necessary to meet local agency stormwater discharge requirements. BMPs related to establishing construction access that will be used on the project include: • Temporary Interceptor
Ditches (BMP C200) • Rock Check Dams (BMP C207) • Temporary Sediment Trap (BMP C240) Senza Lakeview
Stormwater Pollution Prevention Plan CPH Project No. 0139-15-001 July 6, 2017 CP|H CONSULTANTS Page 10 3.1.4 Element #4 – Install Sediment Controls All stormwater runoff from
disturbed areas shall pass through an appropriate sediment removal BMP before leaving the construction site or prior to being discharged to an infiltration facility. The specific BMPs
to be used for controlling sediment on this project include: • Outlet Protection (BMP C209) • Storm Drain Inlet Protection (BMP C220) • Silt Fence (BMP C233) Outlet protection, storm
drain inlet protection, and silt fence will be placed as shown on the plans or as directed by the City inspector. In addition, sediment will be removed from paved areas in construction
work areas manually or using mechanical sweepers, as needed, to minimize tracking of sediments on vehicle tires away from the site and to minimize wash off of sediments from adjacent
streets in runoff. Whenever possible, sediment laden water shall be discharged into onsite, relatively level, vegetated areas (BMP C240 paragraph 5, page 4-102). In some cases, sediment
discharge in concentrated runoff can be controlled using permanent stormwater BMPs (e.g., infiltration swales, ponds, trenches). Sediment loads can limit the effectiveness of some
permanent stormwater BMPs, such as those used for infiltration or biofiltration; however, those BMPs designed to remove solids by settling (wet vaults or detention tanks) can be used
during the construction phase. 3.1.5 Element #5 – Stabilize Soils Exposed and unworked soils shall be stabilized with the application of effective BMPs to prevent erosion throughout
the life of the project. The specific BMPs for soil stabilization that shall be used on this project include: • Topsoiling (BMP C125) In general, cut and fill slopes will be stabilized
as soon as possible and soil stockpiles will be temporarily covered with plastic sheeting. All stockpiled soils shall be stabilized from erosion, protected with sediment trapping measures,
and where possible, be located away from storm drain inlets, waterways, and drainage channels. 3.1.6 Element #6 – Protect Slopes All cut and fill slopes will be designed, constructed,
and protected in a manner than minimizes erosion. The following specific BMPs will be used to protect slopes for this project: • Temporary and Permanent Seeding (BMP C120) • Pipe
Slope Drain (BMP C204) Senza Lakeview Stormwater Pollution Prevention Plan CPH Project No. 0139-15-001
July 6, 2017 CP|H CONSULTANTS Page 11 Minimal construction is proposed for wet weather season and slope protection can be established with final landscaping. 3.1.7 Element #7
– Protect Drain Inlets All storm drain inlets and culverts made operable during construction shall be protected to prevent unfiltered or untreated water from entering the drainage conveyance
system. Storm Drain Inlet Protection (SWMMWW BMP C220) will be implemented for all drainage inlets and culverts that could potentially be impacted by sediment-laden runoff on and near
the project site. The following inlet protection measures will be applied on this project: Drop Inlet Protection: • Catch Basin Filters Curb Inlet Protection: • Silt Fence wrapped
over inlet • Catch Basin Filters 3.1.8 Element #8 – Stabilize Channels and Outlets Where site runoff is to be conveyed in channels, or discharged to a stream or some other natural
drainage point, efforts will be taken to prevent downstream erosion. The specific BMPs for channel and outlet stabilization that shall be used on this project include: • Interceptor
Dike and Swale (BMP C200) • Check Dams (BMP C207) • Outlet Protection (BMP C209) • Storm Drain Inlet Protection (BMP C220) • Gravel Filter Berm (BMP C232) • Sediment Trap (BMP C240)
All temporary on-site conveyance channels shall be designed, constructed, and stabilized to prevent erosion from the expected peak 10 minute velocity of flow from a Type 1A, 10-year,
24hour recurrence interval storm for the developed condition. Alternatively, the 10-year, 1-hour peak flow rate indicated by an approved continuous runoff simulation model, increased
by a factor of 1.6, shall be used. Stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes, and downstream reaches shall be
provided at the outlets of all conveyance systems. Refer to the Temporary and Erosion Sediment Control Plans for placement and location of these facilities. 3.1.9 Element #9 – Control
Pollutants All pollutants, including waste materials and demolition debris, that occur onsite shall be handled and disposed of in a manner that does not cause contamination of stormwater.
If required, BMPs to be implemented to control specific sources of pollutants are discussed below: Senza Lakeview
Stormwater Pollution Prevention Plan CPH Project No. 0139-15-001 July 6, 2017 CP|H CONSULTANTS Page 12 Vehicles, construction equipment, and/or petroleum product
storage/dispensing: • All vehicles, equipment, and petroleum product storage/dispensing areas will be inspected regularly to detect any leaks or spills, and to identify maintenance
needs to prevent leaks or spills. • On-site fueling tanks and petroleum product storage containers shall include secondary containment. • Spill prevention measures, such as drip pans,
will be used when conducting maintenance and repair of vehicles or equipment. • Contaminated surfaces shall be cleaned immediately following any discharge or spill incident. Chemical
storage: • Any chemicals stored in the construction areas will conform to the appropriate source control BMPs listed in Volume IV of the Ecology stormwater manual. In Western WA, all
chemicals shall have cover, containment, and protection provided on site, per BMP C153 for Material Delivery, Storage and Containment in SWMMWW 2005 • Application of agricultural chemicals,
including fertilizers and pesticides, shall be conducted in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Manufacturers’ recommendations
for application procedures and rates shall be followed. Demolition: • Dust released from demolished sidewalks, buildings, or structures will be controlled using Dust Control measures
(BMP C140). • Storm drain inlets vulnerable to stormwater discharge carrying dust, soil, or debris will be protected using Storm Drain Inlet Protection (BMP C220 as described above
for Element 7). • Process water and slurry resulting from sawcutting and surfacing operations will be prevented from entering the waters of the State by implementing Sawcutting and
Surfacing Pollution Prevention measures (BMP C152). Concrete and grout: • Process water and slurry resulting from concrete work will be prevented from entering downstream surface waters
by implementing Concrete Handling measures (BMP C151). Sanitary wastewater: • Portable sanitation facilities will be firmly secured, regularly maintained, and emptied when necessary.
Solid Waste: • Solid waste will be stored in secure, clearly marked containers. Senza Lakeview Stormwater
Pollution Prevention Plan CPH Project No. 0139-15-001 July 6, 2017 CP|H CONSULTANTS Page 13 Other: • Other BMPs will be administered as necessary to address any additional pollutant
sources on site. As per the Federal regulations of the Clean Water Act (CWA) and according to Final Rule 40 CFR Part 112, as stated in the National Register, a Spill Prevention, Control,
and Countermeasure (SPCC) Plan is required for construction activities. The Contractor shall prepare an SPCC Plan according to the Washington State Department of Transportation (WSDOT)
Requirements (see the WSDOT Standard Specifications for Road, Bridge, and Municipal Construction 2004) to address an approach to prevent, respond to, and report spills or releases to
the environment that could result from construction activities. This Plan must: • Be well thought out in accordance with good engineering; • Achieve three objectives - prevent spills,
contain a spill that occurs, and clean up the spill; • Identify the name, location, owner, and type of facility; • Include the date of initial operation and oil spill history; • Name
the designated person responsible; • Show evidence of approval and certification by the person in authority; and • Contain a facility analysis. 3.1.10 Element #10 – Control Dewatering
Any potential dewatering water from open cut excavation, tunneling, foundation work, trench, or underground vaults shall be discharged into a controlled conveyance system prior to discharge
to a sediment trap or sediment pond. Channels will be stabilized, per Element #8. Clean, nonturbid dewatering water will not be routed through stormwater sediment ponds, and will
be discharged directly to downstream systems in a manner that does not cause erosion, flooding, or a violation of State water quality standards in receiving waters. Highly turbid dewatering
water from soils known or suspected to be contaminated, or from use of construction equipment, will require additional monitoring and treatment as required for the specific pollutants
based on the receiving waters into which the discharge is occurring. Such monitoring is the responsibility of the contractor. The dewatering of soils known to be free of contamination
will trigger BMPs to trap sediment and reduce turbidity. At a minimum, geotextile fabric socks/bags/cells will be used to filter this material. Other BMPs to be used for sediment
trapping and turbidity reduction include the following: • Concrete Handling (BMP C151) Concrete shall be managed in accordance with City and SWDOT standards. No washing out of concrete
trucks shall be permitted on the project site. Senza Lakeview Stormwater Pollution Prevention Plan
CPH Project No. 0139-15-001 July 6, 2017 CP|H CONSULTANTS Page 14 3.1.11 Element #11 – Maintain BMPs All temporary and permanent erosion and sediment control BMPs shall be maintained
and repaired as needed to assure continued performance of their intended function. Maintenance and repair shall be conducted in accordance with each particular BMP’s specifications.
Visual monitoring of the BMPs will be conducted at least once every calendar week and within 24 hours of any rainfall event that causes a discharge from the site. If the site becomes
inactive, and is temporarily stabilized, the inspection frequency will be reduced to once every month. All temporary erosion and sediment control BMPs shall be removed within 30 days
after the final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil resulting
from removal of BMPs or vegetation shall be permanently stabilized. 3.1.12 Element #12 – Manage the Project Erosion and sediment control BMPs for this project have been designed based
on the following principles: • Design the project to fit the existing topography, soils, and drainage patterns. • Emphasize erosion control rather than sediment control. • Minimize
the extent and duration of the area exposed. • Keep runoff velocities low. • Retain sediment on site. • Thoroughly monitor site and maintain all ESC measures. • Schedule major earthwork
during the dry season. In addition, project management will incorporate the key components listed below: Phasing of Construction: • The construction project is being phased to the
extent practicable in order to prevent excessive soil erosion, and, to the maximum extent possible, the transport of sediment from the site during construction. • Revegetation of exposed
areas and maintenance of that vegetation shall be an integral part of the clearing activities during each phase of construction, per the Scheduling BMP (C162). Seasonal Work Limitations
• From October 1 through April 30, clearing, grading, and other soil disturbing activities shall only be permitted if shown to the satisfaction of the local permitting authority that
silt-laden runoff will be prevented from leaving the site through a combination of the following: Senza Lakeview
Stormwater Pollution Prevention Plan CPH Project No. 0139-15-001 July 6, 2017 CP|H CONSULTANTS Page 15 ▪ Site conditions including existing vegetative coverage, slope,
soil type, and proximity to receiving waters; and ▪ Limitations on activities and the extent of disturbed areas; and ▪ Proposed erosion and sediment control measures. • Based on the
information provided and/or local weather conditions, the local permitting authority may expand or restrict the seasonal limitation on site disturbance. • The following activities are
exempt from the seasonal clearing and grading limitations: ▪ Routine maintenance and necessary repair of erosion and sediment control BMPs; ▪ 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; and ▪ Activities where there is 100 percent infiltration of surface
water runoff within the site in approved and installed erosion and sediment control facilities. Coordination with Utilities and Other Jurisdictions: • Care has been taken to coordinate
with utilities, other construction projects, and the local jurisdiction in preparing this SWPPP and scheduling the construction work. Inspection and Monitoring: • All BMPs shall be
inspected, maintained, and repaired as needed to assure continued performance of their intended function. Site inspections shall be conducted by a person who is knowledgeable in the
principles and practices of erosion and sediment control. This person has the necessary skills to: ▪ Assess the site conditions and construction activities that could impact the quality
of stormwater, and ▪ Assess the effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges. • A Certified Erosion and Sediment Control
Lead shall be on-site or on-call at all times. • Whenever inspection and/or monitoring reveals that the BMPs identified in this SWPPP are inadequate, due to the actual discharge of
or potential to discharge a significant amount of any pollutant, appropriate BMPs or design changes shall be implemented as soon as possible. Maintaining an Updated Construction SWPPP:
• This SWPPP shall be retained on-site or within reasonable access to the site. Senza Lakeview Stormwater
Pollution Prevention Plan CPH Project No. 0139-15-001 July 6, 2017 CP|H CONSULTANTS Page 16 • The SWPPP shall be modified whenever there is a change in the design, construction,
operation, or maintenance at the construction site that has, or could have, a significant effect on the discharge of pollutants to waters of the state. • The SWPPP shall be modified
if, during inspections or investigations conducted by the owner/operator, or the applicable local or state regulatory authority, it is determined that the SWPPP is ineffective in eliminating
or significantly minimizing pollutants in stormwater discharges from the site. The SWPPP shall be modified as necessary to include additional or modified BMPs designed to correct problems
identified. Revisions to the SWPPP shall be completed within seven (7) days following the inspection. 3.2 Site Specific BMPs Site Specific BMPs are shown on the Temporary Erosion
and Sediment Control Plan and details in Appendix A. The Certified Erosion and Sediment Control Lead will promptly implement one or more alternate BMP’s after the first sign that
existing BMPs are ineffective or failing. Senza Lakeview Stormwater Pollution Prevention Plan CPH Project
No. 0139-15-001 July 6, 2017 CP|H CONSULTANTS Page 17 4.0 Construction Phasing and BMP Implementation The BMP implementation schedule will be driven by the construction schedule.
The following provides a sequential list of the proposed construction schedule milestones and the corresponding BMP implementation schedule. The list contains key milestones for construction.
The BMP implementation schedule listed below is keyed to proposed phases of the construction project, and reflects differences in BMP installations and inspections that relate to wet
season construction. The dry season is considered to be from May 1 to September 30 and the wet season is considered to be from October 1 to April 30. Most earthwork construction is
anticipated to be completed during the dry season. • Estimated Construction start date 08 / 01 / 2017 • Mobilize equipment on site: 08 / 01 / 2017 • Mobilize and store all
ESC 08 / 01 / 2017 • Install ESC measures: 08 / 02 / 2017 • Install stabilized construction entrance: 08 / 02 / 2017 • Begin clearing and grubbing: 08 / 05 / 2017 •
Wet Season Starts: 10 / 01 / 2017 • Site grading begins: 08 / 10 / 2017 • Install Sanitary Sewer and Storm Drainage: 08 / 28 / 2017 • Install
Water System: 08 / 28 / 2017 • Parking and roadway paving 09 / 15 / 2017 • Final landscaping and planting begins: 07 / 06 / 2018 • Permanent erosion control measures (hydroseeding):
11 / 27 / 2017 • Estimate of Building Construction finish date: 10 / 01 / 2018 • Wet Season Starts: 10 / 01 / 2018 Senza Lakeview
Stormwater Pollution Prevention Plan CPH Project No. 0139-15-001 July 6, 2017 CP|H CONSULTANTS Page 18 5.0 Pollution Prevention Team 5.1
Roles and Responsibilities The pollution prevention team consists of personnel responsible for implementation of the SWPPP, including the following: • Certified Erosion and Sediment
Control Lead (CESCL) – primary contractor contact, responsible for site inspections (BMPs, visual monitoring, sampling, etc.); to be called upon in case of failure of any ESC measures.
• Resident Engineer – For projects with engineered structures only (sediment ponds/traps, sand filters, etc.): site representative for the owner that is the project's supervising engineer
responsible for inspections and issuing instructions and drawings to the contractor's site supervisor or representative. • Emergency Ecology Contact – individual to be contacted at
Ecology in case of emergency. Go to the following website to get the name and number for the Ecology contact information: http://www.ecy.wa.gov/org.html. • Emergency Owner Contact
– individual that is the site owner or representative of the site owner to be contacted in the case of an emergency. • Non-Emergency Ecology Contact – individual that is the site owner
or representative of the site owner than can be contacted if required. • Monitoring Personnel – personnel responsible for conducting water quality monitoring; for most sites this person
is also the Certified Erosion and Sediment Control Lead. 5.2 Team Members Names and contact information for those identified as members of the pollution prevention team are provided
in the following table. Title Name(s) Phone Number Certified Erosion and Sediment Control Lead (CESCL) Raymond Coglas, PE (425) 449-4704 Resident / Project Engineer Jamie Schroeder,
PE 425-285-2390 Emergency Ecology Contact Ecology Office 425-649-7000 Emergency Owner Contact Levi Rowse 425-278-9030 Non-Emergency Ecology Contact Jamie Schroeder, PE 425-285-2390
Senza Lakeview Stormwater Pollution Prevention Plan CPH Project No. 0139-15-001 July 6, 2017 CP|H
CONSULTANTS Page 19 6.0 Site Inspections and Monitoring Monitoring includes visual inspection, monitoring for water quality parameters of concern and documentation of the inspection
and monitoring findings in a site log book. A site log book will be maintained for all on-site construction activities and will include: ▪ A record of the implementation of the SWPPP
and other permit requirements; ▪ Site inspections; and, ▪ Stormwater quality monitoring. For convenience, the inspection form and water quality monitoring forms included in this SWPPP
include the required information for the site log book. This SWPPP may function as the site log book if desired, or the forms may be separated and included in a separate site log book.
However, if separated, the site log book but must be maintained on-site or within reasonable access to the site and be made available upon request to Ecology or the local jurisdiction.
6.1 Site Inspection All BMPs will be inspected, maintained, and repaired as needed to assure continued performance of their intended function. The inspector will be a Certified Erosion
and Sediment Control Lead (CESCL) per BMP C160. The name and contact information for the CESCL is provided in Section 5 of this SWPPP. Site inspection will occur in all areas disturbed
by construction activities and at all stormwater discharge points. Stormwater will be examined for the presence of suspended sediment, turbidity, discoloration, and oily sheen. The
site inspector will evaluate and document the effectiveness of the installed BMPs and determine if it is necessary to repair or replace any of the BMPs to improve the quality of stormwater
discharges. All maintenance and repairs will be documented in the site log book or forms provided in this document. All new BMPs or design changes will be documented in the SWPPP
as soon as possible. 6.1.1 Site Inspection Frequency Site inspections will be conducted at least once a week and within 24 hours following any rainfall event which causes a discharge
of stormwater from the site by a Certified Erosion and Sediment Control Lead (CESCL). For sites with temporary stabilization measures, the site inspection frequency can be reduced
to once every month. 6.1.2 Site Inspection Documentation The site inspector will record each site inspection using the site log inspection forms provided in Appendix C. The site inspection
log forms may be separated from this SWPPP document, but will be maintained on-site or within reasonable access to the site and be made available upon request to Ecology or the local
jurisdiction. Senza Lakeview Stormwater Pollution Prevention Plan CPH Project No. 0139-15-001 July
6, 2017 CP|H CONSULTANTS Page 20 6.2 Stormwater Quality Monitoring 6.2.1 Turbidity Sampling Monitoring requirements for the proposed project will include turbidity sampling to
monitor site discharges for water quality in compliance with the 2005 Construction Stormwater General Permit (Appendix C). Sampling will be done with a turbidity meter or transparency
tube and conducted at all site discharge points at least once per calendar week. Turbidity or transparency monitoring will follow the analytical methodologies described in Section
S4 of the 2005 Construction Stormwater General Permit (Appendix C). The key benchmark values that require action include 25 NTU (equivalent to 32 cm transparency) and 250 NTU (equivalent
to 6 cm transparency) for turbidity. If the 25 NTU benchmark for turbidity is exceeded, the following steps will be conducted: 1. Ensure all BMPs specified in this SWPPP are installed
and functioning as intended. 2. Assess whether additional BMPs should be implemented and make revisions to the SWPPP as necessary. 3. Sample the discharge location daily until the analysis
results are less than 25 NTU (turbidity) or greater than 32 cm (transparency). If the turbidity is greater than 25 NTU (or transparency is less than 32 cm) but less than 250 NTU (transparency
greater than 6 cm) for more than 3 days, additional treatment BMPs will be implemented within 24 hours of the third consecutive sample that exceeded the benchmark value. Additional
treatment BMPs will include, but are not limited to, off-site treatment, infiltration, filtration and chemical treatment. If the 250 NTU benchmark for turbidity (or less than 6 cm
transparency) is exceeded at any time, the following steps will be conducted: 1. Notify Ecology by phone within 24 hours of analysis. 2. Continue daily sampling until the turbidity
is less than 25 NTU. 3. Initiate additional treatment BMPs such as off-site treatment, infiltration, filtration and chemical treatment within 24 hours of the first 250 NTU exceedance.
4. Implement additional treatment BMPs as soon as possible, but within 7 days of the first 250 NTU exceedance. 5. Describe inspection results and remedial actions that are taken in
the site log book and in monthly discharge monitoring reports. 6.2.2 pH Sampling Stormwater runoff will be monitored for pH starting on the first day of any activity that includes more
than 40 cubic yards of poured or recycled concrete, or after the application of any “Engineered Soils” such as, cement treated base, cement kiln dust, fly ash, etc. This does not Senza
Lakeview Stormwater Pollution Prevention Plan CPH Project No. 0139-15-001 July 6, 2017 CP|H CONSULTANTS
Page 21 include fertilizers. For concrete work, pH monitoring will start the first day concrete is poured and continue until 3 weeks after the last pour. For engineered soils,
the pH monitoring period begins when engineered soils are first exposed to precipitation and continue until the area is fully stabilized. Stormwater samples will be collected daily
from all points of discharge from the site and measured for pH using a calibrated pH meter, pH test kit, or wide range pH indicator paper. If the measured pH is 8.5 or greater, the
following steps will be conducted: 1. Prevent the high pH water from entering storm drains or surface water. 2. Adjust or neutralize the high pH water if necessary using appropriate
technology such as CO2 sparging (liquid or dry ice). 3. Contact Ecology if chemical treatment other than CO2 sparging is planned. Senza Lakeview
Stormwater Pollution Prevention Plan CPH Project No. 0139-15-001 July 6, 2017 CP|H CONSULTANTS Page 22 7.0 Reporting and Recordkeeping
7.1 Recordkeeping 7.1.1 Site Log Book A site log book will be maintained for all on-site construction activities and will include: • A record of the implementation of the SWPPP and
other permit requirements; • Site inspections; and, • Stormwater quality monitoring. For convenience, the inspection form and water quality monitoring forms included in this SWPPP include
the required information for the site log book. 7.1.2 Records Retention Records of all monitoring information (site log book, inspection reports/checklists, etc.), this Stormwater Pollution
Prevention Plan, and any other documentation of compliance with permit requirements will be retained during the life of the construction project and for a minimum of three years following
the termination of permit coverage in accordance with permit condition S5.C. 7.1.3 Access to Plans and Records The SWPPP, General Permit, Notice of Authorization letter, and Site Log
Book will be retained on site or within reasonable access to the site and will be made immediately available upon request to Ecology or the local jurisdiction. A copy of this SWPPP
will be provided to Ecology within 14 days of receipt of a written request for the SWPPP from Ecology. Any other information requested by Ecology will be submitted within a reasonable
time. A copy of the SWPPP or access to the SWPPP will be provided to the public when requested in writing in accordance with permit condition S5.G. 7.1.4 Updating the SWPPP In accordance
with Conditions S3, S4.B, and S9.B.3 of the General Permit, this SWPPP will be modified if the SWPPP is ineffective in eliminating or significantly minimizing pollutants in stormwater
discharges from the site or there has been a change in design, construction, operation, or maintenance at the site that has a significant effect on the discharge, or potential for discharge,
of pollutants to the waters of the State. The SWPPP will be modified within seven days of determination based on inspection(s) that additional or modified BMPs are necessary to correct
problems identified, and an updated timeline for BMP implementation will be prepared. Senza Lakeview
Stormwater Pollution Prevention Plan CPH Project No. 0139-15-001 July 6, 2017 CP|H CONSULTANTS Page 23 7.2 Reporting 7.2.1 Discharge Monitoring Reports Water quality sampling
results will be submitted to Ecology monthly on Discharge Monitoring Report (DMR) forms in accordance with permit condition S5.B. If there was no discharge during a given monitoring
period, the form will be submitted with the words “no discharge” entered in place of the monitoring results. If a benchmark was exceeded, a brief summary of inspection results and
remedial actions taken will be included. If sampling could not be performed during a monitoring period, a DMR will be submitted with an explanation of why sampling could not be performed.
7.2.2 Notification of Noncompliance If any of the terms and conditions of the permit are not met, and it causes a threat to human health or the environment, the following steps will
be taken in accordance with permit section S5.F: 1. Ecology will be immediately notified of the failure to comply. 2. Immediate action will be taken to control the noncompliance issue
and to correct the problem. If applicable, sampling and analysis of any noncompliance will be repeated immediately and the results submitted to Ecology within five (5) days of becoming
aware of the violation. 3. A detailed written report describing the noncompliance will be submitted to Ecology within five (5) days, unless requested earlier by Ecology. Any time turbidity
sampling indicates turbidity is 250 nephelometric turbidity units (NTU) or greater or water transparency is 6 centimeters or less, the Ecology regional office will be notified by phone
within 24 hours of analysis as required by permit condition S5.A (see Section 5.0 of this SWPPP for contact information). In accordance with permit condition S4.D.5.b, the Ecology
regional office will be notified if chemical treatment other than CO2 sparging is planned for adjustment of high pH water (see Section 5.0 of this SWPPP for contact information).
7.2.3 Permit Application and Changes In accordance with permit condition S2.A, a complete application form will be submitted to Ecology and the appropriate local jurisdiction (if applicable)
to be covered by the General Permit. Appendix A – Erosion and Sediment Control Plans Appendix B – Construction BMPs The following includes a list of the BMPs to be implemented
on the site. The fact sheets provide a descriptive narrative and construction/installation details for each BMP. • Preserving Natural Vegetation Purpose (BMP C101) • High Visibility
Fence (BMP C103) • Stabilized Construction Entrance (BMP C105) • Wheel Wash (BMP C106) • Temporary and Permanent Seeding (BMP C120) • Topsoiling (BMP C125) • Dust Control (BMP
C140) • Concrete Handling (BMP C151) • Sawcutting and Surfacing Pollution Prevention (BMP C152) • Contractor Erosion and Spill Control Lead (BMP C160) • Scheduling (BMP C162) •
Interceptor Dike and Swale (BMP C200) • Pipe Slope Drain (BMP C204) • Check Dams (BMP C207) • Outlet Protection (BMP C209) • Storm Drain Inlet Protection (BMP C220) • Gravel Filter
Berm (BMP C232) • Silt Fence (BMP C233) • Sediment Trap (BMP C240) Volume II – Construction Stormwater Pollution Prevention - August 2012 4-3 BMP C101: Preserving Natural Vegetation
Purpose The purpose of preserving natural vegetation is to reduce erosion wherever practicable. Limiting site disturbance is the single most effective method for reducing erosion. For
example, conifers can hold up to about 50 percent of all rain that falls during a storm. Up to 20-30 percent of this rain may never reach the ground but is taken up by the tree or evaporates.
Another benefit is that the rain held in the tree can be released slowly to the ground after the storm. Conditions of Use Natural vegetation should be preserved on steep slopes, near
perennial and intermittent watercourses or swales, and on building sites in wooded areas. • As required by local governments. • Phase construction to preserve natural vegetation on
the project site for as long as possible during the construction period. Design and Installation Specifications Natural vegetation can be preserved in natural clumps or as individual
trees, shrubs and vines. The preservation of individual plants is more difficult because heavy equipment is generally used to remove unwanted vegetation. The points to remember when
attempting to save individual plants are: • Is the plant worth saving? Consider the location, species, size, age, vigor, and the work involved. Local governments may also have ordinances
to save natural vegetation and trees. • Fence or clearly mark areas around trees that are to be saved. It is preferable to keep ground disturbance away from the trees at least as far
out as the dripline. Plants need protection from three kinds of injuries: • Construction Equipment - This injury can be above or below the ground level. Damage results from scarring,
cutting of roots, and compaction of the soil. Placing a fenced buffer zone around plants to be saved prior to construction can prevent construction equipment injuries. • Grade Changes
- Changing the natural ground level will alter grades, which affects the plant's ability to obtain the necessary air, water, and minerals. Minor fills usually do not cause problems
although sensitivity between species does vary and should be checked. Trees can typically tolerate fill of 6 inches or less. For shrubs and other plants, the fill should be less. When
there are major changes in grade, it may become necessary to supply air to the roots of plants. This can be done by placing a layer of gravel and a tile system over the roots before
the fill is made. A tile system protects a tree from a raised grade. The tile system should be Volume II – Construction Stormwater Pollution Prevention - August 2012 4-4 laid out on
the original grade leading from a dry well around the tree trunk. The system should then be covered with small stones to allow air to circulate over the root area. Lowering the natural
ground level can seriously damage trees and shrubs. The highest percentage of the plant roots are in the upper 12 inches of the soil and cuts of only 2-3 inches can cause serious injury.
To protect the roots it may be necessary to terrace the immediate area around the plants to be saved. If roots are exposed, construction of retaining walls may be needed to keep the
soil in place. Plants can also be preserved by leaving them on an undisturbed, gently sloping mound. To increase the chances for survival, it is best to limit grade changes and other
soil disturbances to areas outside the dripline of the plant. • Excavations - Protect trees and other plants when excavating for drainfields, power, water, and sewer lines. Where possible,
the trenches should be routed around trees and large shrubs. When this is not possible, it is best to tunnel under them. This can be done with hand tools or with power augers. If it
is not possible to route the trench around plants to be saved, then the following should be observed: Cut as few roots as possible. When you have to cut, cut clean. Paint cut root ends
with a wood dressing like asphalt base paint if roots will be exposed for more than 24-hours. Backfill the trench as soon as possible. Tunnel beneath root systems as close to the center
of the main trunk to preserve most of the important feeder roots. Some problems that can be encountered with a few specific trees are: • Maple, Dogwood, Red alder, Western hemlock,
Western red cedar, and Douglas fir do not readily adjust to changes in environment and special care should be taken to protect these trees. • The windthrow hazard of Pacific silver
fir and madrona is high, while that of Western hemlock is moderate. The danger of windthrow increases where dense stands have been thinned. Other species (unless they are on shallow,
wet soils less than 20 inches deep) have a low windthrow hazard. • Cottonwoods, maples, and willows have water-seeking roots. These can cause trouble in sewer lines and infiltration
fields. On the other hand, they thrive in high moisture conditions that other trees would not. • Thinning operations in pure or mixed stands of Grand fir, Pacific silver fir, Noble
fir, Sitka spruce, Western red cedar, Western hemlock, Pacific dogwood, and Red alder can cause serious disease problems. Disease can become established through damaged limbs, trunks,
roots, Volume II – Construction Stormwater Pollution Prevention - August 2012 4-5 and freshly cut stumps. Diseased and weakened trees are also susceptible to insect attack. Maintenance
Standards Inspect flagged and/or fenced areas regularly to make sure flagging or fencing has not been removed or damaged. If the flagging or fencing has been damaged or visibility reduced,
it shall be repaired or replaced immediately and visibility restored. • If tree roots have been exposed or injured, “prune” cleanly with an appropriate pruning saw or lopers directly
above the damaged roots and recover with native soils. Treatment of sap flowing trees (fir, hemlock, pine, soft maples) is not advised as sap forms a natural healing barrier. BMP C102:
Buffer Zones Purpose Creation of an undisturbed area or strip of natural vegetation or an established suitable planting that will provide a living filter to reduce soil erosion and
runoff velocities. Conditions of Use Natural buffer zones are used along streams, wetlands and other bodies of water that need protection from erosion and sedimentation. Vegetative
buffer zones can be used to protect natural swales and can be incorporated into the natural landscaping of an area. Critical-areas buffer zones should not be used as sediment treatment
areas. These areas shall remain completely undisturbed. The local permitting authority may expand the buffer widths temporarily to allow the use of the expanded area for removal of
sediment. Design and Installation Specifications • Preserving natural vegetation or plantings in clumps, blocks, or strips is generally the easiest and most successful method. • Leave
all unstable steep slopes in natural vegetation. • Mark clearing limits and keep all equipment and construction debris out of the natural areas and buffer zones. Steel construction
fencing is the most effective method in protecting sensitive areas and buffers. Alternatively, wire-backed silt fence on steel posts is marginally effective. Flagging alone is typically
not effective. • Keep all excavations outside the dripline of trees and shrubs. • Do not push debris or extra soil into the buffer zone area because it will cause damage from burying
and smothering. • Vegetative buffer zones for streams, lakes or other waterways shall be established by the local permitting authority or other state or federal permits or approvals.
Maintenance Standards Inspect the area frequently to make sure flagging remains in place and the area remains undisturbed. Replace all damaged flagging immediately. Volume II – Construction
Stormwater Pollution Prevention - August 2012 4-6 BMP C103: High Visibility Fence Purpose Fencing is intended to: 1. Restrict clearing to approved limits. 2. Prevent disturbance
of sensitive areas, their buffers, and other areas required to be left undisturbed. 3. Limit construction traffic to designated construction entrances, exits, or internal roads. 4.
Protect areas where marking with survey tape may not provide adequate protection. Conditions of Use To establish clearing limits plastic, fabric, or metal fence may be used: • At the
boundary of sensitive areas, their buffers, and other areas required to be left uncleared. • As necessary to control vehicle access to and on the site. Design and Installation Specifications
High visibility plastic fence shall be composed of a high-density polyethylene material and shall be at least four feet in height. Posts for the fencing shall be steel or wood and placed
every 6 feet on center (maximum) or as needed to ensure rigidity. The fencing shall be fastened to the post every six inches with a polyethylene tie. On long continuous lengths of fencing,
a tension wire or rope shall be used as a top stringer to prevent sagging between posts. The fence color shall be high visibility orange. The fence tensile strength shall be 360 lbs./ft.
using the ASTM D4595 testing method. If appropriate install fabric silt fence in accordance with BMP C233 to act as high visibility fence. Silt fence shall be at least 3 feet high and
must be highly visible to meet the requirements of this BMP. Metal fences shall be designed and installed according to the manufacturer's specifications. Metal fences shall be at least
3 feet high and must be highly visible. Fences shall not be wired or stapled to trees. Maintenance Standards If the fence has been damaged or visibility reduced, it shall be repaired
or replaced immediately and visibility restored. Volume II – Construction Stormwater Pollution Prevention - August 2012 4-7 BMP C105: Stabilized Construction Entrance / Exit Purpose
Stabilized Construction entrances are established to reduce the amount of sediment transported onto paved roads by vehicles or equipment. This is done by constructing a stabilized pad
of quarry spalls at entrances and exits for construction sites. Conditions of Use Construction entrances shall be stabilized wherever traffic will be entering or leaving a construction
site if paved roads or other paved areas are within 1,000 feet of the site. For residential construction provide stabilized construction entrances for each residence, rather than only
at the main subdivision entrance. Stabilized surfaces shall be of sufficient length/width to provide vehicle access/parking, based on lot size/configuration. On large commercial, highway,
and road projects, the designer should include enough extra materials in the contract to allow for additional stabilized entrances not shown in the initial Construction SWPPP. It is
difficult to determine exactly where access to these projects will take place; additional materials will enable the contractor to install them where needed. Design and Installation
Specifications See Figure 4.1.1 for details. Note: the 100’ minimum length of the entrance shall be reduced to the maximum practicable size when the size or configuration of the site
does not allow the full length (100’). Construct stabilized construction entrances with a 12-inch thick pad of 4inch to 8-inch quarry spalls, a 4-inch course of asphalt treated base
(ATB), or use existing pavement. Do not use crushed concrete, cement, or calcium chloride for construction entrance stabilization because these products raise pH levels in stormwater
and concrete discharge to surface waters of the State is prohibited. A separation geotextile shall be placed under the spalls to prevent fine sediment from pumping up into the rock
pad. The geotextile shall meet the following standards: Grab Tensile Strength (ASTM D4751) 200 psi min. Grab Tensile Elongation (ASTM D4632) 30% max. Mullen Burst Strength (ASTM D3786-80a)
400 psi min. AOS (ASTM D4751) 20-45 (U.S. standard sieve size) • Consider early installation of the first lift of asphalt in areas that will paved; this can be used as a stabilized
entrance. Also consider the installation of excess concrete as a stabilized entrance. During large concrete pours, excess concrete is often available for this purpose. Volume II –
Construction Stormwater Pollution Prevention - August 2012 4-8 • Fencing (see BMP C103) shall be installed as necessary to restrict traffic to the construction entrance. • Whenever
possible, the entrance shall be constructed on a firm, compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. • Construction
entrances should avoid crossing existing sidewalks and back of walk drains if at all possible. If a construction entrance must cross a sidewalk or back of walk drain, the full length
of the sidewalk and back of walk drain must be covered and protected from sediment leaving the site. Maintenance Standards Quarry spalls shall be added if the pad is no longer in accordance
with the specifications. • If the entrance is not preventing sediment from being tracked onto pavement, then alternative measures to keep the streets free of sediment shall be used.
This may include replacement/cleaning of the existing quarry spalls, street sweeping, an increase in the dimensions of the entrance, or the installation of a wheel wash. • Any sediment
that is tracked onto pavement shall be removed by shoveling or street sweeping. The sediment collected by sweeping shall be removed or stabilized on site. The pavement shall not be
cleaned by washing down the street, except when high efficiency sweeping is ineffective and there is a threat to public safety. If it is necessary to wash the streets, the construction
of a small sump to contain the wash water shall be considered. The sediment would then be washed into the sump where it can be controlled. • Perform street sweeping by hand or with
a high efficiency sweeper. Do not use a non-high efficiency mechanical sweeper because this creates dust and throws soils into storm systems or conveyance ditches. • Any quarry spalls
that are loosened from the pad, which end up on the roadway shall be removed immediately. • If vehicles are entering or exiting the site at points other than the construction entrance(s),
fencing (see BMP C103) shall be installed to control traffic. • Upon project completion and site stabilization, all construction accesses intended as permanent access for maintenance
shall be permanently stabilized. Volume II – Construction Stormwater Pollution Prevention - August 2012 4-9 Figure 4.1.1 – Stabilized Construction Entrance Approved as Equivalent
Ecology has approved products as able to meet the requirements of BMP C105. The products did not pass through the Technology Assessment Protocol – Ecology (TAPE) process. Local jurisdictions
may choose not to accept this product approved as equivalent, or may require additional testing prior to consideration for local use. The products are available for review on Ecology’s
website at http://www.ecy.wa.gov/programs/wq/stormwater/newtech/equivalent.html BMP C106: Wheel Wash Purpose Wheel washes reduce the amount of sediment transported onto paved roads
by motor vehicles. Conditions of Use When a stabilized construction entrance (see BMP C105) is not preventing sediment from being tracked onto pavement. • Wheel washing is generally
an effective BMP when installed with careful attention to topography. For example, a wheel wash can be detrimental if installed at the top of a slope abutting a right-of-way where the
water from the dripping truck can run unimpeded into the street. Driveway shall meet the requirements of the permitting agency It is recommended that the entrance be crowned so that
runoff drains off the pad Provide full width of ingress/egress area 12” min. thickness Geotextile 4’ – 8” quarry spalls Install driveway culvert if there is a roadside ditch present
Volume II – Construction Stormwater Pollution Prevention - August 2012 4-10 • Pressure washing combined with an adequately sized and surfaced pad with direct drainage to a large 10-foot
x 10-foot sump can be very effective. • 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. Design and Installation Specifications Suggested details are shown in Figure 4.1.2. The Local Permitting Authority may allow other designs. A minimum of 6 inches of
asphalt treated base (ATB) over crushed base material or 8 inches over a good subgrade is recommended to pave the wheel wash. Use a low clearance truck to test the wheel wash before
paving. Either a belly dump or lowboy will work well to test clearance. Keep the water level from 12 to 14 inches deep to avoid damage to truck hubs and filling the truck tongues with
water. Midpoint spray nozzles are only needed in extremely muddy conditions. Wheel wash systems should be designed with a small grade change, 6- to 1-inches for a 10-foot-wide pond,
to allow sediment to flow to the low side of pond to help prevent re-suspension of sediment. A drainpipe with a 2- to 3-foot riser should be installed on the low side of the pond to
allow for easy cleaning and refilling. Polymers may be used to promote coagulation and flocculation in a closed-loop system. Polyacrylamide (PAM) added to the wheel wash water at a
rate of 0.25 - 0.5 pounds per 1,000 gallons of water increases effectiveness and reduces cleanup time. If PAM is already being used for dust or erosion control and is being applied
by a water truck, the same truck can be used to change the wash water. Maintenance Standards The wheel wash should start out the day with fresh water. The wash water should be changed
a minimum of once per day. On large earthwork jobs where more than 10-20 trucks per hour are expected, the wash water will need to be changed more often. Volume II – Construction Stormwater
Pollution Prevention - August 2012 4-11 Figure 4.1.2 – Wheel Wash Notes: 1. Asphalt construction entrance 6 in. asphalt treated base (ATB). 2. 3-inch trash pump with floats on the
suction hose. 3. Midpoint spray nozzles, if needed. 4. 6-inch sewer pipe with butterfly valves. Bottom one is a drain. Locate top pipe’s invert 1 foot above bottom of wheel wash. 5.
8 foot x 8 foot sump with 5 feet of catch. Build so the sump can be cleaned with a trackhoe. 6. Asphalt curb on the low road side to direct water back to pond. 7. 6-inch sleeve under
road. 8. Ball valves. 9. 15 foot. ATB apron to protect ground from splashing water. Volume II – Construction Stormwater Pollution Prevention - August 2012 4-13 stable driving surface
and to stabilize any areas that have eroded. Following construction, these areas shall be restored to pre-construction condition or better to prevent future erosion. Perform street
cleaning at the end of each day or more often if necessary. BMP C120: Temporary and Permanent Seeding Purpose Seeding reduces erosion by stabilizing exposed soils. A well-established
vegetative cover is one of the most effective methods of reducing erosion. Conditions of Use Use seeding throughout the project on disturbed areas that have reached final grade or that
will remain unworked for more than 30 days. The optimum seeding windows for western Washington are April 1 through June 30 and September 1 through October 1. Between July 1 and August
30 seeding requires irrigation until 75 percent grass cover is established. Between October 1 and March 30 seeding requires a cover of mulch with straw or an erosion control blanket
until 75 percent grass cover is established. Review all disturbed areas in late August to early September and complete all seeding by the end of September. Otherwise, vegetation will
not establish itself enough to provide more than average protection. • Mulch is required at all times for seeding because it protects seeds from heat, moisture loss, and transport due
to runoff. Mulch can be applied on top of the seed or simultaneously by hydroseeding. See BMP C121: Mulching for specifications. • Seed and mulch, all disturbed areas not otherwise
vegetated at final site stabilization. Final stabilization means the completion of all soil disturbing activities at the site and the establishment of a permanent vegetative cover,
or equivalent permanent stabilization measures (such as pavement, riprap, gabions or geotextiles) which will prevent erosion. Design and Installation Specifications Seed retention/detention
ponds as required. Install channels intended for vegetation before starting major earthwork and hydroseed with a Bonded Fiber Matrix. For vegetated channels that will have high flows,
install erosion control blankets over hydroseed. Before allowing water to flow in vegetated channels, establish 75 percent vegetation cover. If vegetated channels cannot be established
by seed before water flow; install sod in the channel bottom—over hydromulch and erosion control blankets. Volume II – Construction Stormwater Pollution Prevention - August 2012 4-14
• Confirm the installation of all required surface water control measures to prevent seed from washing away. • Hydroseed applications shall include a minimum of 1,500 pounds per acre
of mulch with 3 percent tackifier. See BMP C121: Mulching for specifications. • Areas that will have seeding only and not landscaping may need compost or meal-based mulch included in
the hydroseed in order to establish vegetation. Re-install native topsoil on the disturbed soil surface before application. • When installing seed via hydroseeding operations, only
about 1/3 of the seed actually ends up in contact with the soil surface. This reduces the ability to establish a good stand of grass quickly. To overcome this, consider increasing seed
quantities by up to 50 percent. • Enhance vegetation establishment by dividing the hydromulch operation into two phases: 1. Phase 1- Install all seed and fertilizer with 25-30 percent
mulch and tackifier onto soil in the first lift. 2. Phase 2- Install the rest of the mulch and tackifier over the first lift. Or, enhance vegetation by: 1. Installing the mulch, seed,
fertilizer, and tackifier in one lift. 2. Spread or blow straw over the top of the hydromulch at a rate of 800-1000 pounds per acre. 3. Hold straw in place with a standard tackifier.
Both of these approaches will increase cost moderately but will greatly improve and enhance vegetative establishment. The increased cost may be offset by the reduced need for: • Irrigation.
• Reapplication of mulch. • Repair of failed slope surfaces. This technique works with standard hydromulch (1,500 pounds per acre minimum) and BFM/MBFMs (3,000 pounds per acre minimum).
• Seed may be installed by hand if: • Temporary and covered by straw, mulch, or topsoil. • Permanent in small areas (usually less than 1 acre) and covered with mulch, topsoil, or erosion
blankets. • The seed mixes listed in the tables below include recommended mixes for both temporary and permanent seeding. Volume II – Construction Stormwater Pollution Prevention
- August 2012 4-15 • Apply these mixes, with the exception of the wetland mix, at a rate of 120 pounds per acre. This rate can be reduced if soil amendments or slow-release fertilizers
are used. • Consult the local suppliers or the local conservation district for their recommendations because the appropriate mix depends on a variety of factors, including location,
exposure, soil type, slope, and expected foot traffic. Alternative seed mixes approved by the local authority may be used. • Other mixes may be appropriate, depending on the soil type
and hydrology of the area. • Table 4.1.2 lists the standard mix for areas requiring a temporary vegetative cover. Table 4.1.2 Temporary Erosion Control Seed Mix % Weight % Purity
% Germination Chewings or annual blue grass Festuca rubra var. commutata or Poa anna 40 98 90 Perennial rye - Lolium perenne 50 98 90 Redtop or colonial bentgrass Agrostis alba
or Agrostis tenuis 5 92 85 White dutch clover Trifolium repens 5 98 90 • Table 4.1.3 lists a recommended mix for landscaping seed. Table 4.1.3 Landscaping Seed Mix % Weight % Purity
% Germination Perennial rye blend Lolium perenne 70 98 90 Chewings and red fescue blend Festuca rubra var. commutata or Festuca rubra 30 98 90 Volume II – Construction
Stormwater Pollution Prevention - August 2012 4-16 • Table 4.1.4 lists a turf seed mix for dry situations where there is no need for watering. This mix requires very little maintenance.
Table 4.1.4 Low-Growing Turf Seed Mix % Weight % Purity % Germination Dwarf tall fescue (several varieties) Festuca arundinacea var. 45 98 90 Dwarf perennial rye (Barclay) Lolium
perenne var. barclay 30 98 90 Red fescue Festuca rubra 20 98 90 Colonial bentgrass Agrostis tenuis 5 98 90 • Table 4.1.5 lists a mix for bioswales and other intermittently wet
areas. Table 4.1.5 Bioswale Seed Mix* % Weight % Purity % Germination Tall or meadow fescue Festuca arundinacea or Festuca elatior 75-80 98 90 Seaside/Creeping bentgrass Agrostis
palustris 10-15 92 85 Redtop bentgrass Agrostis alba or Agrostis gigantea 5-10 90 80 * Modified Briargreen, Inc. Hydroseeding Guide Wetlands Seed Mix Volume II – Construction Stormwater
Pollution Prevention - August 2012 4-17 • Table 4.1.6 lists a low-growing, relatively non-invasive seed mix appropriate for very wet areas that are not regulated wetlands. Apply this
mixture at a rate of 60 pounds per acre. Consult Hydraulic Permit Authority (HPA) for seed mixes if applicable. Table 4.1.6 Wet Area Seed Mix* % Weight % Purity % Germination Tall
or meadow fescue Festuca arundinacea or Festuca elatior 60-70 98 90 Seaside/Creeping bentgrass Agrostis palustris 10-15 98 85 Meadow foxtail Alepocurus pratensis 10-15 90 80 Alsike
clover Trifolium hybridum 1-6 98 90 Redtop bentgrass Agrostis alba 1-6 92 85 * Modified Briargreen, Inc. Hydroseeding Guide Wetlands Seed Mix • Table 4.1.7 lists a recommended meadow
seed mix for infrequently maintained areas or non-maintained areas where colonization by native plants is desirable. Likely applications include rural road and utility right-of-way.
Seeding should take place in September or very early October in order to obtain adequate establishment prior to the winter months. Consider the appropriateness of clover, a fairly invasive
species, in the mix. Amending the soil can reduce the need for clover. Table 4.1.7 Meadow Seed Mix % Weight % Purity % Germination Redtop or Oregon bentgrass Agrostis alba or Agrostis
oregonensis 20 92 85 Red fescue Festuca rubra 70 98 90 White dutch clover Trifolium repens 10 98 90 Volume II – Construction Stormwater Pollution Prevention - August 2012 4-18
• Roughening and Rototilling: • The seedbed should be firm and rough. Roughen all soil no matter what the slope. Track walk slopes before seeding if engineering purposes require compaction.
Backblading or smoothing of slopes greater than 4H:1V is not allowed if they are to be seeded. • Restoration-based landscape practices require deeper incorporation than that provided
by a simple single-pass rototilling treatment. Wherever practical, initially rip the subgrade to improve long-term permeability, infiltration, and water inflow qualities. At a minimum,
permanent areas shall use soil amendments to achieve organic matter and permeability performance defined in engineered soil/landscape systems. For systems that are deeper than 8 inches
complete the rototilling process in multiple lifts, or prepare the engineered soil system per specifications and place to achieve the specified depth. • Fertilizers: • Conducting soil
tests to determine the exact type and quantity of fertilizer is recommended. This will prevent the over-application of fertilizer. • Organic matter is the most appropriate form of fertilizer
because it provides nutrients (including nitrogen, phosphorus, and potassium) in the least water-soluble form. • In general, use 10-4-6 N-P-K (nitrogen-phosphorus-potassium) fertilizer
at a rate of 90 pounds per acre. Always use slow-release fertilizers because they are more efficient and have fewer environmental impacts. Do not add fertilizer to the hydromulch machine,
or agitate, more than 20 minutes before use. Too much agitation destroys the slow-release coating. • There are numerous products available that take the place of chemical fertilizers.
These include several with seaweed extracts that are beneficial to soil microbes and organisms. If 100 percent cottonseed meal is used as the mulch in hydroseed, chemical fertilizer
may not be necessary. Cottonseed meal provides a good source of long-term, slow-release, available nitrogen. • Bonded Fiber Matrix and Mechanically Bonded Fiber Matrix: • On steep slopes
use Bonded Fiber Matrix (BFM) or Mechanically Bonded Fiber Matrix (MBFM) products. Apply BFM/MBFM products at a minimum rate of 3,000 pounds per acre of mulch with approximately 10
percent tackifier. Achieve a minimum of 95 percent soil coverage during application. Numerous products are available commercially. Installed products per manufacturer’s instructions.
Most products require 24-36 hours to cure before rainfall and cannot be installed on wet or saturated soils. Volume II – Construction Stormwater Pollution Prevention - August 2012
4-19 Generally, products come in 40-50 pound bags and include all necessary ingredients except for seed and fertilizer. • BFMs and MBFMs provide good alternatives to blankets in most
areas requiring vegetation establishment. Advantages over blankets include: • BFM and MBFMs do not require surface preparation. • Helicopters can assist in installing BFM and MBFMs
in remote areas. • On slopes steeper than 2.5H:1V, blanket installers may require ropes and harnesses for safety. • Installing BFM and MBFMs can save at least $1,000 per acre compared
to blankets. Maintenance Standards Reseed any seeded areas that fail to establish at least 80 percent cover (100 percent cover for areas that receive sheet or concentrated flows).
If reseeding is ineffective, use an alternate method such as sodding, mulching, or nets/blankets. If winter weather prevents adequate grass growth, this time limit may be relaxed at
the discretion of the local authority when sensitive areas would otherwise be protected. • Reseed and protect by mulch any areas that experience erosion after achieving adequate cover.
Reseed and protect by mulch any eroded area. • Supply seeded areas with adequate moisture, but do not water to the extent that it causes runoff. Approved as Equivalent Ecology has
approved products as able to meet the requirements of BMP C120. The products did not pass through the Technology Assessment Protocol – Ecology (TAPE) process. Local jurisdictions may
choose not to accept this product approved as equivalent, or may require additional testing prior to consideration for local use. The products are available for review on Ecology’s
website at http://www.ecy.wa.gov/programs/wq/stormwater/newtech/equivalent.html BMP C121: Mulching Purpose Mulching soils provides immediate temporary protection from erosion. Mulch
also enhances plant establishment by conserving moisture, holding fertilizer, seed, and topsoil in place, and moderating soil temperatures. There is an enormous variety of mulches that
can be used. This section discusses only the most common types of mulch. Conditions of Use As a temporary cover measure, mulch should be used: • For less than 30 days on disturbed
areas that require cover. • At all times for seeded areas, especially during the wet season and Volume II – Construction Stormwater Pollution Prevention - August 2012 4-28 Design and
Installation Specifications Sod shall be free of weeds, of uniform thickness (approximately 1-inch thick), and shall have a dense root mat for mechanical strength. The following steps
are recommended for sod installation: • Shape and smooth the surface to final grade in accordance with the approved grading plan. The swale needs to be overexcavated 4 to 6 inches below
design elevation to allow room for placing soil amendment and sod. • Amend 4 inches (minimum) of compost into the top 8 inches of the soil if the organic content of the soil is less
than ten percent or the permeability is less than 0.6 inches per hour. See http://www.ecy.wa.gov/programs/swfa/organics/soil.html for further information. • Fertilize according to the
supplier's recommendations. • Work lime and fertilizer 1 to 2 inches into the soil, and smooth the surface. • Lay strips of sod beginning at the lowest area to be sodded and perpendicular
to the direction of water flow. Wedge strips securely into place. Square the ends of each strip to provide for a close, tight fit. Stagger joints at least 12 inches. Staple on slopes
steeper than 3H:1V. Staple the upstream edge of each sod strip. • Roll the sodded area and irrigate. • When sodding is carried out in alternating strips or other patterns, seed the
areas between the sod immediately after sodding. Maintenance Standards If the grass is unhealthy, the cause shall be determined and appropriate action taken to reestablish a healthy
groundcover. If it is impossible to establish a healthy groundcover due to frequent saturation, instability, or some other cause, the sod shall be removed, the area seeded with an appropriate
mix, and protected with a net or blanket. BMP C125: Topsoiling / Composting Purpose Topsoiling and composting provide a suitable growth medium for final site stabilization with vegetation.
While not a permanent cover practice in itself, topsoiling and composting are an integral component of providing permanent cover in those areas where there is an unsuitable soil surface
for plant growth. Use this BMP in conjunction with other BMPs such as seeding, mulching, or sodding. Native soils and disturbed soils that have been organically amended not only retain
much more stormwater, but they also serve as effective biofilters for urban pollutants and, by supporting more vigorous plant growth, reduce the water, fertilizer and pesticides needed
to support Volume II – Construction Stormwater Pollution Prevention - August 2012 4-29 installed landscapes. Topsoil does not include any subsoils but only the material from the top
several inches including organic debris. Conditions of Use • Permanent landscaped areas shall contain healthy topsoil that reduces the need for fertilizers, improves overall topsoil
quality, provides for better vegetal health and vitality, improves hydrologic characteristics, and reduces the need for irrigation. • Leave native soils and the duff layer undisturbed
to the maximum extent practicable. Stripping of existing, properly functioning soil system and vegetation for the purpose of topsoiling during construction is not acceptable. Preserve
existing soil systems in undisturbed and uncompacted conditions if functioning properly. • Areas that already have good topsoil, such as undisturbed areas, do not require soil amendments.
• Restore, to the maximum extent practical, native soils disturbed during clearing and grading to a condition equal to or better than the original site condition’s moisture-holding
capacity. Use on-site native topsoil, incorporate amendments into on-site soil, or import blended topsoil to meet this requirement. • Topsoiling is a required procedure when establishing
vegetation on shallow soils, and soils of critically low pH (high acid) levels. • Beware of where the topsoil comes from, and what vegetation was on site before disturbance, invasive
plant seeds may be included and could cause problems for establishing native plants, landscaped areas, or grasses. • Topsoil from the site will contain mycorrhizal bacteria that are
necessary for healthy root growth and nutrient transfer. These native mycorrhiza are acclimated to the site and will provide optimum conditions for establishing grasses. Use commercially
available mycorrhiza products when using off-site topsoil. Design and Installation Specifications Meet the following requirements for areas requiring disruption and topsoiling: •
Maximize the depth of the topsoil wherever possible to provide the maximum possible infiltration capacity and beneficial growth medium. Topsoil shall have: • A minimum depth of 8-inches.
Scarify subsoils below the topsoil layer at least 4-inches with some incorporation of the upper material to avoid stratified layers, where feasible. Ripping or restructuring the subgrade
may also provide additional benefits regarding the overall infiltration and interflow dynamics of the soil system. Volume II – Construction Stormwater Pollution Prevention - August
2012 4-30 • A minimum organic content of 10% dry weight, and 5% organic matter content in turf areas. Incorporate organic amendments to a minimum 8-inch depth except where tree roots
or other natural features limit the depth of incorporation. • A pH between 6.0 and 8.0 or matching the pH of the undisturbed soil. • If blended topsoil is imported, then fines should
be limited to 25 percent passing through a 200 sieve. • Accomplish the required organic content and pH by either returning native topsoil to the site and/or incorporating organic amendments.
• To meet the organic content use compost that meets the definition of “composted materials” in WAC 173-350-220. This code is available online at: http://apps.leg.wa.gov/WAC/default.aspx?cite=173-35
0-220. The compost must also have an organic matter content of 35% to 65%, and a carbon to nitrogen ratio below 25H:1V. The carbon to nitrogen ratio may be as high as 35H:1V for plantings
composed entirely of plants native to the Puget Sound Lowlands region. • For till soils use a mixture of approximately two parts soil to one part compost. This equates to 4 inches of
compost mixed to a depth of 12 inches in till soils. Increasing the concentration of compost beyond this level can have negative effects on vegetal health, while decreasing the concentrations
can reduce the benefits of amended soils. • Gravel or cobble outwash soils, may require different approaches. Organics and fines easily migrate through the loose structure of these
soils. Therefore, the importation of at least 6 inches of quality topsoil, underlain by some type of filter fabric to prevent the migration of fines, may be more appropriate for these
soils. • The final composition and construction of the soil system will result in a natural selection or favoring of certain plant species over time. For example, incorporation of topsoil
may favor grasses, while layering with mildly acidic, high-carbon amendments may favor more woody vegetation. • Allow sufficient time in scheduling for topsoil spreading prior to seeding,
sodding, or planting. • Take care when applying top soil to subsoils with contrasting textures. Sandy topsoil over clayey subsoil is a particularly poor combination, as water creeps
along the junction between the soil layers and causes the topsoil to slough. If topsoil and subsoil are not properly bonded, water will not infiltrate the soil profile evenly and it
will be difficult to Volume II – Construction Stormwater Pollution Prevention - August 2012 4-31 establish vegetation. The best method to prevent a lack of bonding is to actually work
the topsoil into the layer below for a depth of at least 6 inches. • Field exploration of the site shall be made to determine if there is surface soil of sufficient quantity and quality
to justify stripping. Topsoil shall be friable and loamy (loam, sandy loam, silt loam, sandy clay loam, and clay loam). Avoid areas of natural ground water recharge. • Stripping shall
be confined to the immediate construction area. A 4inch to 6-inch stripping depth is common, but depth may vary depending on the particular soil. All surface runoff control structures
shall be in place prior to stripping. • Do not place topsoil while in a frozen or muddy condition, when the subgrade is excessively wet, or when conditions exist that may otherwise
be detrimental to proper grading or proposed sodding or seeding. • In any areas requiring grading remove and stockpile the duff layer and topsoil on site in a designated, controlled
area, not adjacent to public resources and critical areas. Stockpiled topsoil is to be reapplied to other portions of the site where feasible. • Locate the topsoil stockpile so that
it meets specifications and does not interfere with work on the site. It may be possible to locate more than one pile in proximity to areas where topsoil will be used. Stockpiling
of topsoil shall occur in the following manner: • Side slopes of the stockpile shall not exceed 2H:1V. • Between October 1 and April 30: • An interceptor dike with gravel outlet
and silt fence shall surround all topsoil. • Within 2 days complete erosion control seeding, or covering stockpiles with clear plastic, or other mulching materials. • Between May
1 and September 30: • An interceptor dike with gravel outlet and silt fence shall surround all topsoil if the stockpile will remain in place for a longer period of time than active
construction grading. • Within 7 days complete erosion control seeding, or covering stockpiles with clear plastic, or other mulching materials. • When native topsoil is to be stockpiled
and reused the following should apply to ensure that the mycorrhizal bacterial, earthworms, and other beneficial organisms will not be destroyed: 1. Re-install topsoil within 4 to 6
weeks. Volume II – Construction Stormwater Pollution Prevention - August 2012 4-32 2. Do not allow the saturation of topsoil with water. 3. Do not use plastic covering. Maintenance
Standards • Inspect stockpiles regularly, especially after large storm events. Stabilize any areas that have eroded. • Establish soil quality and depth toward the end of construction
and once established, protect from compaction, such as from large machinery use, and from erosion. • Plant and mulch soil after installation. • Leave plant debris or its equivalent
on the soil surface to replenish organic matter. • Reduce and adjust, where possible, the use of irrigation, fertilizers, herbicides and pesticides, rather than continuing to implement
formerly established practices. BMP C126: Polyacrylamide (PAM) for Soil Erosion Protection Purpose Polyacrylamide (PAM) is used on construction sites to prevent soil erosion. Applying
PAM to bare soil in advance of a rain event significantly reduces erosion and controls sediment in two ways. First, PAM increases the soil’s available pore volume, thus increasing infiltration
through flocculation and reducing the quantity of stormwater runoff. Second, it increases flocculation of suspended particles and aids in their deposition, thus reducing stormwater
runoff turbidity and improving water quality. Conditions of Use PAM shall not be directly applied to water or allowed to enter a water body. In areas that drain to a sediment pond,
PAM can be applied to bare soil under the following conditions: • During rough grading operations. • In Staging areas. • Balanced cut and fill earthwork. • Haul roads prior to placement
of crushed rock surfacing. • Compacted soil roadbase. • Stockpiles. • After final grade and before paving or final seeding and planting. • Pit sites. Volume II – Construction Stormwater
Pollution Prevention - August 2012 4-40 BMP C140: Dust Control Purpose Dust control prevents wind transport of dust from disturbed soil surfaces onto roadways, drainage ways, and
surface waters. Conditions of Use • In areas (including roadways) subject to surface and air movement of dust where on-site and off-site impacts to roadways, drainage ways, or surface
waters are likely. Design and Installation Specifications • Vegetate or mulch areas that will not receive vehicle traffic. In areas where planting, mulching, or paving is impractical,
apply gravel or landscaping rock. • Limit dust generation by clearing only those areas where immediate activity will take place, leaving the remaining area(s) in the original condition.
Maintain the original ground cover as long as practical. • Construct natural or artificial windbreaks or windscreens. These may be designed as enclosures for small dust sources. • Sprinkle
the site with water until surface is wet. Repeat as needed. To prevent carryout of mud onto street, refer to Stabilized Construction Entrance (BMP C105). • Irrigation water can be
used for dust control. Irrigation systems should be installed as a first step on sites where dust control is a concern. • Spray exposed soil areas with a dust palliative, following
the manufacturer’s instructions and cautions regarding handling and application. Used oil is prohibited from use as a dust suppressant. Local governments may approve other dust palliatives
such as calcium chloride or PAM. • PAM (BMP C126) added to water at a rate of 0.5 lbs. per 1,000 gallons of water per acre and applied from a water truck is more effective than water
alone. This is due to increased infiltration of water into the soil and reduced evaporation. In addition, small soil particles are bonded together and are not as easily transported
by wind. Adding PAM may actually reduce the quantity of water needed for dust control. Use of PAM could be a cost-effective dust control method. Techniques that can be used for unpaved
roads and lots include: • Lower speed limits. High vehicle speed increases the amount of dust stirred up from unpaved roads and lots. • Upgrade the road surface strength by improving
particle size, shape, and mineral types that make up the surface and base materials. • Add surface gravel to reduce the source of dust emission. Limit the amount of fine particles (those
smaller than .075 mm) to 10 to 20 percent. Volume II – Construction Stormwater Pollution Prevention - August 2012 4-41 • Use geotextile fabrics to increase the strength of new roads
or roads undergoing reconstruction. • Encourage the use of alternate, paved routes, if available. • Restrict use of paved roadways by tracked vehicles and heavy trucks to prevent damage
to road surface and base. • Apply chemical dust suppressants using the admix method, blending the product with the top few inches of surface material. Suppressants may also be applied
as surface treatments. • Pave unpaved permanent roads and other trafficked areas. • Use vacuum street sweepers. • Remove mud and other dirt promptly so it does not dry and then turn
into dust. • Limit dust-causing work on windy days. • Contact your local Air Pollution Control Authority for guidance and training on other dust control measures. Compliance with the
local Air Pollution Control Authority constitutes compliance with this BMP. Maintenance Standards Respray area as necessary to keep dust to a minimum. BMP C150: Materials on Hand
Purpose Keep quantities of erosion prevention and sediment control materials on the project site at all times to be used for regular maintenance and emergency situations such as unexpected
heavy summer rains. Having these materials on-site reduces the time needed to implement BMPs when inspections indicate that existing BMPs are not meeting the Construction SWPPP requirements.
In addition, contractors can save money by buying some materials in bulk and storing them at their office or yard. Conditions of Use • Construction projects of any size or type can
benefit from having materials on hand. A small commercial development project could have a roll of plastic and some gravel available for immediate protection of bare soil and temporary
berm construction. A large earthwork project, such as highway construction, might have several tons of straw, several rolls of plastic, flexible pipe, sandbags, geotextile fabric and
steel “T” posts. • Materials are stockpiled and readily available before any site clearing, grubbing, or earthwork begins. A large contractor or developer could keep a stockpile of
materials that are available for use on several projects. • If storage space at the project site is at a premium, the contractor could maintain the materials at their office or yard.
The office or yard must be less than an hour from the project site. Volume II – Construction Stormwater Pollution Prevention - August 2012 4-42 Design and Installation Specifications
Depending on project type, size, complexity, and length, materials and quantities will vary. A good minimum list of items that will cover numerous situations includes: Material Clear
Plastic, 6 mil Drainpipe, 6 or 8 inch diameter Sandbags, filled Straw Bales for mulching, Quarry Spalls Washed Gravel Geotextile Fabric Catch Basin Inserts Steel “T” Posts Silt fence
material Straw Wattles Maintenance Standards • All materials with the exception of the quarry spalls, steel “T” posts, and gravel should be kept covered and out of both sun and rain.
• Re-stock materials used as needed. BMP C151: Concrete Handling Purpose Concrete work can generate process water and slurry that contain fine particles and high pH, both of which
can violate water quality standards in the receiving water. Concrete spillage or concrete discharge to surface waters of the State is prohibited. Use this BMP to minimize and eliminate
concrete, concrete process water, and concrete slurry from entering waters of the state. Conditions of Use Any time concrete is used, utilize these management practices. Concrete construction
projects include, but are not limited to, the following: • Curbs • Sidewalks • Roads • Bridges • Foundations • Floors • Runways Design and Installation • Wash out concrete truck chutes,
pumps, and internals into formed areas only. Assure that washout of concrete trucks is performed off Volume II – Construction Stormwater Pollution Prevention - August 2012 4-43 Specifications
site or in designated concrete washout areas. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets, or streams. Refer to BMP C154 for information
on concrete washout areas. • Return unused concrete remaining in the truck and pump to the originating batch plant for recycling. Do not dump excess concrete on site, except in designated
concrete washout areas. • Wash off hand tools including, but not limited to, screeds, shovels, rakes, floats, and trowels into formed areas only. • Wash equipment difficult to move,
such as concrete pavers in areas that do not directly drain to natural or constructed stormwater conveyances. • Do not allow washdown from areas, such as concrete aggregate driveways,
to drain directly to natural or constructed stormwater conveyances. • Contain washwater and leftover product in a lined container when no formed areas are available,. Dispose of contained
concrete in a manner that does not violate ground water or surface water quality standards. • Always use forms or solid barriers for concrete pours, such as pilings, within 15-feet
of surface waters. • Refer to BMPs C252 and C253 for pH adjustment requirements. • Refer to the Construction Stormwater General Permit for pH monitoring requirements if the project
involves one of the following activities: • Significant concrete work (greater than 1,000 cubic yards poured concrete or recycled concrete used over the life of a project). • The use
of engineered soils amended with (but not limited to) Portland cement-treated base, cement kiln dust or fly ash. • Discharging stormwater to segments of water bodies on the 303(d) list
(Category 5) for high pH. Maintenance Standards Check containers for holes in the liner daily during concrete pours and repair the same day. Volume II – Construction Stormwater
Pollution Prevention - August 2012 4-44 BMP C152: Sawcutting and Surfacing Pollution Prevention Purpose Sawcutting and surfacing operations generate slurry and process water that contains
fine particles and high pH (concrete cutting), both of which can violate the water quality standards in the receiving water. Concrete spillage or concrete discharge to surface waters
of the State is prohibited. Use this BMP to minimize and eliminate process water and slurry created through sawcutting or surfacing from entering waters of the State. Conditions of
Use Utilize these management practices anytime sawcutting or surfacing operations take place. Sawcutting and surfacing operations include, but are not limited to, the following: • Sawing
• Coring • Grinding • Roughening • Hydro-demolition • Bridge and road surfacing Design and Installation Specifications • Vacuum slurry and cuttings during cutting and surfacing operations.
• Slurry and cuttings shall not remain on permanent concrete or asphalt pavement overnight. • Slurry and cuttings shall not drain to any natural or constructed drainage conveyance including
stormwater systems. This may require temporarily blocking catch basins. • Dispose of collected slurry and cuttings in a manner that does not violate ground water or surface water quality
standards. • Do not allow process water generated during hydro-demolition, surface roughening or similar operations to drain to any natural or constructed drainage conveyance including
stormwater systems. Dispose process water in a manner that does not violate ground water or surface water quality standards. • Handle and dispose cleaning waste material and demolition
debris in a manner that does not cause contamination of water. Dispose of sweeping material from a pick-up sweeper at an appropriate disposal site. Maintenance Standards Continually
monitor operations to determine whether slurry, cuttings, or process water could enter waters of the state. If inspections show that a violation of water quality standards could occur,
stop operations and immediately implement preventive measures such as berms, barriers, secondary containment, and vacuum trucks. Volume II – Construction Stormwater Pollution Prevention
- August 2012 4-53 BMP C160: Certified Erosion and Sediment Control Lead Purpose The project proponent designates at least one person as the responsible representative in charge of
erosion and sediment control (ESC), and water quality protection. The designated person shall be the Certified Erosion and Sediment Control Lead (CESCL) who is responsible for ensuring
compliance with all local, state, and federal erosion and sediment control and water quality requirements. Conditions of Use A CESCL shall be made available on projects one acre or
larger that discharge stormwater to surface waters of the state. Sites less than one acre may have a person without CESCL certification conduct inspections; sampling is not required
on sites that disturb less than an acre. • The CESCL shall: • Have a current certificate proving attendance in an erosion and sediment control training course that meets the minimum
ESC training and certification requirements established by Ecology (see details below). Ecology will maintain a list of ESC training and certification providers at: http://www.ecy.wa.gov/programs/w
q/stormwater/cescl.html OR • Be a Certified Professional in Erosion and Sediment Control (CPESC); for additional information go to: www.cpesc.net Specifications • Certification shall
remain valid for three years. • The CESCL shall have authority to act on behalf of the contractor or developer and shall be available, or on-call, 24 hours per day throughout the period
of construction. • The Construction SWPPP shall include the name, telephone number, fax number, and address of the designated CESCL. • A CESCL may provide inspection and compliance
services for multiple construction projects in the same geographic region. Duties and responsibilities of the CESCL shall include, but are not limited to the following: • Maintaining
permit file on site at all times which includes the Construction SWPPP and any associated permits and plans. • Directing BMP installation, inspection, maintenance, modification, and
removal. Volume II – Construction Stormwater Pollution Prevention - August 2012 4-54 • Updating all project drawings and the Construction SWPPP with changes made. • Completing any
sampling requirements including reporting results using WebDMR. • Keeping daily logs, and inspection reports. Inspection reports should include: • Inspection date/time. • Weather information;
general conditions during inspection and approximate amount of precipitation since the last inspection. • A summary or list of all BMPs implemented, including observations of all erosion/sediment
control structures or practices. The following shall be noted: 1. Locations of BMPs inspected. 2. Locations of BMPs that need maintenance. 3. Locations of BMPs that failed to operate
as designed or intended. 4. Locations of where additional or different BMPs are required. • Visual monitoring results, including a description of discharged stormwater. The presence
of suspended sediment, turbid water, discoloration, and oil sheen shall be noted, as applicable. • Any water quality monitoring performed during inspection. • General comments and
notes, including a brief description of any BMP repairs, maintenance or installations made as a result of the inspection. • Facilitate, participate in, and take corrective actions
resulting from inspections performed by outside agencies or the owner. BMP C162: Scheduling Purpose Sequencing a construction project reduces the amount and duration of soil exposed
to erosion by wind, rain, runoff, and vehicle tracking. Conditions of Use The construction sequence schedule is an orderly listing of all major landdisturbing activities together with
the necessary erosion and sedimentation control measures planned for the project. This type of schedule guides the contractor on work to be done before other work is started so that
serious erosion and sedimentation problems can be avoided. Following a specified work schedule that coordinates the timing of landdisturbing activities and the installation of control
measures is perhaps the most cost-effective way of controlling erosion during construction. The removal of surface ground cover leaves a site vulnerable to accelerated Volume II –
Construction Stormwater Pollution Prevention - August 2012 4-55 erosion. Construction procedures that limit land clearing provide timely installation of erosion and sedimentation controls,
and restore protective cover quickly can significantly reduce the erosion potential of a site. Design Considerations • Minimize construction during rainy periods. • Schedule projects
to disturb only small portions of the site at any one time. Complete grading as soon as possible. Immediately stabilize the disturbed portion before grading the next portion. Practice
staged seeding in order to revegetate cut and fill slopes as the work progresses. Volume II – Construction Stormwater Pollution Prevention - August 2012 4-57 BMP C200: Interceptor
Dike and Swale Purpose Provide a ridge of compacted soil, or a ridge with an upslope swale, at the top or base of a disturbed slope or along the perimeter of a disturbed construction
area to convey stormwater. Use the dike and/or swale to intercept the runoff from unprotected areas and direct it to areas where erosion can be controlled. This can prevent storm runoff
from entering the work area or sediment-laden runoff from leaving the construction site. Conditions of Use Where the runoff from an exposed site or disturbed slope must be conveyed
to an erosion control facility which can safely convey the stormwater. • Locate upslope of a construction site to prevent runoff from entering disturbed area. • When placed horizontally
across a disturbed slope, it reduces the amount and velocity of runoff flowing down the slope. • Locate downslope to collect runoff from a disturbed area and direct water to a sediment
basin. Design and Installation Specifications • Dike and/or swale and channel must be stabilized with temporary or permanent vegetation or other channel protection during construction.
• Channel requires a positive grade for drainage; steeper grades require channel protection and check dams. • Review construction for areas where overtopping may occur. • Can be used
at top of new fill before vegetation is established. • May be used as a permanent diversion channel to carry the runoff. • Sub-basin tributary area should be one acre or less. • Design
capacity for the peak flow from a 10-year, 24-hour storm, assuming a Type 1A rainfall distribution, for temporary facilities. Alternatively, use 1.6 times the 10-year, 1-hour flow indicated
by an approved continuous runoff model. For facilities that will also serve on a permanent basis, consult the local government’s drainage requirements. Interceptor dikes shall meet
the following criteria: Top Width 2 feet minimum. Height 1.5 feet minimum on berm. Side Slope 2H:1V or flatter. Grade Depends on topography, however, dike system minimum is 0.5%,
and maximum is 1%. Compaction Minimum of 90 percent ASTM D698 standard proctor. Volume II – Construction Stormwater Pollution Prevention - August 2012 4-58 Horizontal Spacing of Interceptor
Dikes: Average Slope Slope Percent Flowpath Length 20H:1V or less 3-5% 300 feet (10 to 20)H:1V 5-10% 200 feet (4 to 10)H:1V 10-25% 100 feet (2 to 4)H:1V 25-50% 50 feet Stabilization
depends on velocity and reach Slopes <5% Seed and mulch applied within 5 days of dike construction (see BMP C121, Mulching). Slopes 5 - 40% Dependent on runoff velocities and dike materials.
Stabilization should be done immediately using either sod or riprap or other measures to avoid erosion. • The upslope side of the dike shall provide positive drainage to the dike outlet.
No erosion shall occur at the outlet. Provide energy dissipation measures as necessary. Sediment-laden runoff must be released through a sediment trapping facility. • Minimize construction
traffic over temporary dikes. Use temporary cross culverts for channel crossing. Interceptor swales shall meet the following criteria: Bottom Width 2 feet minimum; the cross-section
bottom shall be level. Depth 1-foot minimum. Side Slope 2H:1V or flatter. Grade Maximum 5 percent, with positive drainage to a suitable outlet (such as a sediment pond). Stabilization
Seed as per BMP C120, Temporary and Permanent Seeding, or BMP C202, Channel Lining, 12 inches thick riprap pressed into the bank and extending at least 8 inches vertical from the bottom.
• Inspect diversion dikes and interceptor swales once a week and after every rainfall. Immediately remove sediment from the flow area. • Damage caused by construction traffic or other
activity must be repaired before the end of each working day. Check outlets and make timely repairs as needed to avoid gully formation. When the area below the temporary diversion dike
is permanently stabilized, remove the dike and fill and stabilize the channel to blend with the natural surface. Volume II – Construction Stormwater Pollution Prevention - December
2014 4-67 BMP C204: Pipe Slope Drains Purpose To use a pipe to convey stormwater anytime water needs to be diverted away from or over bare soil to prevent gullies, channel erosion,
and saturation of slide-prone soils. Conditions of Use Pipe slope drains should be used when a temporary or permanent stormwater conveyance is needed to move the water down a steep
slope to avoid erosion (Figure 4.2.4). On highway projects, pipe slope drains should be used at bridge ends to collect runoff and pipe it to the base of the fill slopes along bridge
approaches. These can be designed into a project and included as bid items. Another use on road projects is to collect runoff from pavement and pipe it away from side slopes. These
are useful because there is generally a time lag between having the first lift of asphalt installed and the curbs, gutters, and permanent drainage installed. Used in conjunction with
sand bags, or other temporary diversion devices, these will prevent massive amounts of sediment from leaving a project. Water can be collected, channeled with sand bags, Triangular
Silt Dikes, berms, or other material, and piped to temporary sediment ponds. Pipe slope drains can be: • Connected to new catch basins and used temporarily until all permanent piping
is installed; • Used to drain water collected from aquifers exposed on cut slopes and take it to the base of the slope; • Used to collect clean runoff from plastic sheeting and direct
it away from exposed soil; • Installed in conjunction with silt fence to drain collected water to a controlled area; • Used to divert small seasonal streams away from construction.
They have been used successfully on culvert replacement and extension jobs. Large flex pipe can be used on larger streams during culvert removal, repair, or replacement; and, • Connected
to existing down spouts and roof drains and used to divert water away from work areas during building renovation, demolition, and construction projects. There are now several commercially
available collectors that are attached to the pipe inlet and help prevent erosion at the inlet. Volume II – Construction Stormwater Pollution Prevention - December 2014 4-68 Design
and Installation Specifications Size the pipe to convey the flow. The capacity for temporary drains shall be sufficient to handle the peak volumetric flow rate calculated using a 10minute
time step from a 10-year, 24-hour storm event, assuming a Type 1A rainfall distribution. Alternatively, use 1.6 times the 10-year, 1-hour flow indicated by an approved continuous runoff
model. Consult local drainage requirements for sizing permanent pipe slope drains. • Use care in clearing vegetated slopes for installation. • Re-establish cover immediately on areas
disturbed by installation. • Use temporary drains on new cut or fill slopes. • Use diversion dikes or swales to collect water at the top of the slope. • Ensure that the entrance area
is stable and large enough to direct flow into the pipe. • Piping of water through the berm at the entrance area is a common failure mode. • The entrance shall consist of a standard
flared end section for culverts 12 inches and larger with a minimum 6-inch metal toe plate to prevent runoff from undercutting the pipe inlet. The slope of the entrance shall be at
least 3 percent. Sand bags may also be used at pipe entrances as a temporary measure. • The soil around and under the pipe and entrance section shall be thoroughly compacted to prevent
undercutting. • The flared inlet section shall be securely connected to the slope drain and have watertight connecting bands. • Slope drain sections shall be securely fastened together,
fused or have gasketed watertight fittings, and shall be securely anchored into the soil. • Thrust blocks should be installed anytime 90 degree bends are utilized. Depending on size
of pipe and flow, these can be constructed with sand bags, straw bales staked in place, “t” posts and wire, or ecology blocks. • Pipe needs to be secured along its full length to prevent
movement. This can be done with steel “t” posts and wire. A post is installed on each side of the pipe and the pipe is wired to them. This should be done every 10-20 feet of pipe length
or so, depending on the size of the pipe and quantity of water to divert. • Interceptor dikes shall be used to direct runoff into a slope drain. The height of the dike shall be at least
1 foot higher at all points than the top of the inlet pipe. • The area below the outlet must be stabilized with a riprap apron (see BMP C209 Outlet Protection, for the appropriate
outlet material). Volume II – Construction Stormwater Pollution Prevention - December 2014 4-69 • If the pipe slope drain is conveying sediment-laden water, direct all flows into
the sediment trapping facility. • Materials specifications for any permanent piped system shall be set by the local government. Maintenance Standards Check inlet and outlet points
regularly, especially after storms. The inlet should be free of undercutting, and no water should be going around the point of entry. If there are problems, the headwall should be
reinforced with compacted earth or sand bags. • The outlet point should be free of erosion and installed with appropriate outlet protection. • For permanent installations, inspect
pipe periodically for vandalism and physical distress such as slides and wind-throw. • Normally the pipe slope is so steep that clogging is not a problem with smooth wall pipe, however,
debris may become lodged in the pipe. Figure 4.2.4 – Pipe Slope Drain Volume II – Construction Stormwater Pollution Prevention - August 2012 4-73 Figure 4.2.6
– Detail of Level Spreader BMP C207: Check Dams Purpose Construction of small dams across a swale or ditch reduces the velocity of concentrated flow and dissipates energy at the check
dam. Conditions of Use Where temporary channels or permanent channels are not yet vegetated, channel lining is infeasible, and/or velocity checks are required. • Check dams may not
be placed in streams unless approved by the State Department of Fish and Wildlife. Check dams may not be placed in wetlands without approval from a permitting agency. • Do not place
check dams below the expected backwater from any salmonid bearing water between October 1 and May 31 to ensure that there is no loss of high flow refuge habitat for overwintering juvenile
salmonids and emergent salmonid fry. • Construct rock check dams from appropriately sized rock. The rock used must be large enough to stay in place given the expected design flow through
the channel. The rock must be placed by hand or by mechanical means (no dumping of rock to form dam) to achieve complete coverage of the ditch or swale and to ensure that the center
of the dam is lower than the edges. • Check dams may also be constructed of either rock or pea-gravel filled bags. Numerous new products are also available for this purpose. They tend
to be re-usable, quick and easy to install, effective, and cost efficient. • Place check dams perpendicular to the flow of water. • The dam should form a triangle when viewed from
the side. This prevents undercutting as water flows over the face of the dam rather than falling directly onto the ditch bottom. Volume II – Construction Stormwater Pollution Prevention
- August 2012 4-74 • Before installing check dams impound and bypass upstream water flow away from the work area. Options for bypassing include pumps, siphons, or temporary channels.
• Check dams in association with sumps work more effectively at slowing flow and retaining sediment than just a check dam alone. A deep sump should be provided immediately upstream
of the check dam. • In some cases, if carefully located and designed, check dams can remain as permanent installations with very minor regrading. They may be left as either spillways,
in which case accumulated sediment would be graded and seeded, or as check dams to prevent further sediment from leaving the site. • The maximum spacing between the dams shall be such
that the toe of the upstream dam is at the same elevation as the top of the downstream dam. • Keep the maximum height at 2 feet at the center of the dam. • Keep the center of the check
dam at least 12 inches lower than the outer edges at natural ground elevation. • Keep the side slopes of the check dam at 2H:1V or flatter. • Key the stone into the ditch banks and
extend it beyond the abutments a minimum of 18 inches to avoid washouts from overflow around the dam. • Use filter fabric foundation under a rock or sand bag check dam. If a blanket
ditch liner is used, filter fabric is not necessary. A piece of organic or synthetic blanket cut to fit will also work for this purpose. • In the case of grass-lined ditches and swales,
all check dams and accumulated sediment shall be removed when the grass has matured sufficiently to protect the ditch or swale - unless the slope of the swale is greater than 4 percent.
The area beneath the check dams shall be seeded and mulched immediately after dam removal. • Ensure that channel appurtenances, such as culvert entrances below check dams, are not subject
to damage or blockage from displaced stones. Figure 4.2.7 depicts a typical rock check dam. Maintenance Standards Check dams shall be monitored for performance and sediment accumulation
during and after each runoff producing rainfall. Sediment shall be removed when it reaches one half the sump depth. • Anticipate submergence and deposition above the check dam and
erosion from high flows around the edges of the dam. • If significant erosion occurs between dams, install a protective riprap liner in that portion of the channel. Volume II – Construction
Stormwater Pollution Prevention - August 2012 4-75 Approved as Equivalent Ecology has approved products as able to meet the requirements of BMP C207. The products did not pass through
the Technology Assessment Protocol – Ecology (TAPE) process. Local jurisdictions may choose not to accept this product approved as equivalent, or may require additional testing prior
to consideration for local use. The products are available for review on Ecology’s website at http://www.ecy.wa.gov/programs/wq/stormwater/newtech/equivalent.html Volume II – Construction
Stormwater Pollution Prevention - August 2012 4-76 Figure 4.2.7 – Rock Check Dam Volume II – Construction Stormwater Pollution Prevention - August 2012
4-78 Standards accumulation during and after each runoff producing rainfall. Sediment shall be removed when it reaches one half the height of the dam. • Anticipate submergence and
deposition above the triangular silt dam and erosion from high flows around the edges of the dam. Immediately repair any damage or any undercutting of the dam. BMP C209: Outlet Protection
Purpose Outlet protection prevents scour at conveyance outlets and minimizes the potential for downstream erosion by reducing the velocity of concentrated stormwater flows. Conditions
of use Outlet protection is required at the outlets of all ponds, pipes, ditches, or other conveyances, and where runoff is conveyed to a natural or manmade drainage feature such as
a stream, wetland, lake, or ditch. Design and Installation Specifications The receiving channel at the outlet of a culvert shall be protected from erosion by rock lining a minimum of
6 feet downstream and extending up the channel sides a minimum of 1–foot above the maximum tailwater elevation or 1-foot above the crown, whichever is higher. For large pipes (more
than 18 inches in diameter), the outlet protection lining of the channel is lengthened to four times the diameter of the culvert. • Standard wingwalls, and tapered outlets and paved
channels should also be considered when appropriate for permanent culvert outlet protection. (See WSDOT Hydraulic Manual, available through WSDOT Engineering Publications). • Organic
or synthetic erosion blankets, with or without vegetation, are usually more effective than rock, cheaper, and easier to install. Materials can be chosen using manufacturer product specifications.
ASTM test results are available for most products and the designer can choose the correct material for the expected flow. • With low flows, vegetation (including sod) can be effective.
• The following guidelines shall be used for riprap outlet protection: 1. If the discharge velocity at the outlet is less than 5 fps (pipe slope less than 1 percent), use 2-inch to
8-inch riprap. Minimum thickness is 1-foot. 2. For 5 to 10 fps discharge velocity at the outlet (pipe slope less than 3 percent), use 24-inch to 48-inch riprap. Minimum thickness is
2 feet. 3. For outlets at the base of steep slope pipes (pipe slope greater than 10 percent), an engineered energy dissipater shall be used. • Filter fabric or erosion control blankets
should always be used under riprap to prevent scour and channel erosion. Volume II – Construction Stormwater Pollution Prevention - August 2012 4-79 • New pipe outfalls can provide
an opportunity for low-cost fish habitat improvements. For example, an alcove of low-velocity water can be created by constructing the pipe outfall and associated energy dissipater
back from the stream edge and digging a channel, overwidened to the upstream side, from the outfall. Overwintering juvenile and migrating adult salmonids may use the alcove as shelter
during high flows. Bank stabilization, bioengineering, and habitat features may be required for disturbed areas. This work may require a HPA. See Volume V for more information on outfall
system design. Maintenance Standards • Inspect and repair as needed. • Add rock as needed to maintain the intended function. • Clean energy dissipater if sediment builds up. BMP C220:
Storm Drain Inlet Protection Purpose Storm drain inlet protection prevents coarse sediment from entering drainage systems prior to permanent stabilization of the disturbed area. Conditions
of Use Use storm drain inlet protection at inlets that are operational before permanent stabilization of the disturbed drainage area. Provide protection for all storm drain inlets downslope
and within 500 feet of a disturbed or construction area, unless conveying runoff entering catch basins to a sediment pond or trap. Also consider inlet protection for lawn and yard
drains on new home construction. These small and numerous drains coupled with lack of gutters in new home construction can add significant amounts of sediment into the roof drain system.
If possible delay installing lawn and yard drains until just before landscaping or cap these drains to prevent sediment from entering the system until completion of landscaping. Provide
18-inches of sod around each finished lawn and yard drain. Table 4.2.2 lists several options for inlet protection. All of the methods for storm drain inlet protection tend to plug
and require a high frequency of maintenance. Limit drainage areas to one acre or less. Possibly provide emergency overflows with additional end-of-pipe treatment where stormwater ponding
would cause a hazard. Volume II – Construction Stormwater Pollution Prevention - August 2012 4-80 Table 4.2.2 Storm Drain Inlet Protection Type of Inlet Protection Emergency Overflow
Applicable for Paved/ Earthen Surfaces Conditions of Use Drop Inlet Protection Excavated drop inlet protection Yes, temporary flooding will occur Earthen Applicable for heavy flows.
Easy to maintain. Large area Requirement: 30’ X 30’/acre Block and gravel drop inlet protection Yes Paved or Earthen Applicable for heavy concentrated flows. Will not pond. Gravel and
wire drop inlet protection No Applicable for heavy concentrated flows. Will pond. Can withstand traffic. Catch basin filters Yes Paved or Earthen Frequent maintenance required. Curb
Inlet Protection Curb inlet protection with a wooden weir Small capacity overflow Paved Used for sturdy, more compact installation. Block and gravel curb inlet protection Yes Paved
Sturdy, but limited filtration. Culvert Inlet Protection Culvert inlet sediment trap 18 month expected life. Design and Installation Specifications Excavated Drop Inlet Protection
- An excavated impoundment around the storm drain. Sediment settles out of the stormwater prior to entering the storm drain. • Provide a depth of 1-2 ft as measured from the crest of
the inlet structure. • Slope sides of excavation no steeper than 2H:1V. • Minimum volume of excavation 35 cubic yards. • Shape basin to fit site with longest dimension oriented toward
the longest inflow area. • Install provisions for draining to prevent standing water problems. • Clear the area of all debris. • Grade the approach to the inlet uniformly. • Drill weep
holes into the side of the inlet. • Protect weep holes with screen wire and washed aggregate. • Seal weep holes when removing structure and stabilizing area. Volume II – Construction
Stormwater Pollution Prevention - August 2012 4-81 • Build a temporary dike, if necessary, to the down slope side of the structure to prevent bypass flow. Block and Gravel Filter -
A barrier formed around the storm drain inlet with standard concrete blocks and gravel. See Figure 4.2.8. • Provide a height of 1 to 2 feet above inlet. • Recess the first row 2-inches
into the ground for stability. • Support subsequent courses by placing a 2x4 through the block opening. • Do not use mortar. • Lay some blocks in the bottom row on their side for dewatering
the pool. • Place hardware cloth or comparable wire mesh with ½-inch openings over all block openings. • Place gravel just below the top of blocks on slopes of 2H:1V or flatter. • An
alternative design is a gravel donut. • Provide an inlet slope of 3H:1V. • Provide an outlet slope of 2H:1V. • Provide a1-foot wide level stone area between the structure and the inlet.
• Use inlet slope stones 3 inches in diameter or larger. • Use gravel ½- to ¾-inch at a minimum thickness of 1-foot for the outlet slope. Volume II – Construction Stormwater Pollution
Prevention - August 2012 4-82 Figure 4.2.8 – Block and Gravel Filter Gravel and Wire Mesh Filter - A gravel barrier placed over the top of the inlet. This structure does not provide
an overflow. • Use a hardware cloth or comparable wire mesh with ½-inch openings. • Use coarse aggregate. • Provide a height 1-foot or more, 18-inches wider than inlet on all sides.
• Place wire mesh over the drop inlet so that the wire extends a minimum of 1-foot beyond each side of the inlet structure. • Overlap the strips if more than one strip of mesh is necessary.
Ponding Height Notes: 1. Drop inlet sediment barriers are to be used for small, nearly level drainage areas. (less than 5%) 2. Excavate a basin of sufficient size adjacent to the drop
inlet. 3. The top of the structure (ponding height) must be well below the ground elevation downslope to prevent runoff from bypassing the inlet. A temporary dike may be necessary on
the downslope side of the structure. Volume II – Construction Stormwater Pollution Prevention - August 2012 4-83 • Place coarse aggregate over the wire mesh. • Provide at least a
12-inch depth of gravel over the entire inlet opening and extend at least 18-inches on all sides. Catchbasin Filters – Use inserts designed by manufacturers for construction sites.
The limited sediment storage capacity increases the amount of inspection and maintenance required, which may be daily for heavy sediment loads. To reduce maintenance requirements combine
a catchbasin filter with another type of inlet protection. This type of inlet protection provides flow bypass without overflow and therefore may be a better method for inlets located
along active rights-of-way. • Provides 5 cubic feet of storage. • Requires dewatering provisions. • Provides a high-flow bypass that will not clog under normal use at a construction
site. • Insert the catchbasin filter in the catchbasin just below the grating. Curb Inlet Protection with Wooden Weir – Barrier formed around a curb inlet with a wooden frame and gravel.
• Use wire mesh with ½-inch openings. • Use extra strength filter cloth. • Construct a frame. • Attach the wire and filter fabric to the frame. • Pile coarse washed aggregate against
wire/fabric. • Place weight on frame anchors. Block and Gravel Curb Inlet Protection – Barrier formed around a curb inlet with concrete blocks and gravel. See Figure 4.2.9. • Use
wire mesh with ½-inch openings. • Place two concrete blocks on their sides abutting the curb at either side of the inlet opening. These are spacer blocks. • Place a 2x4 stud through
the outer holes of each spacer block to align the front blocks. • Place blocks on their sides across the front of the inlet and abutting the spacer blocks. • Place wire mesh over the
outside vertical face. • Pile coarse aggregate against the wire to the top of the barrier. Curb and Gutter Sediment Barrier – Sandbag or rock berm (riprap and aggregate) 3 feet high
and 3 feet wide in a horseshoe shape. See Figure 4.2.10. Volume II – Construction Stormwater Pollution Prevention - August 2012 4-84 • Construct a horseshoe shaped berm, faced with
coarse aggregate if using riprap, 3 feet high and 3 feet wide, at least 2 feet from the inlet. • Construct a horseshoe shaped sedimentation trap on the outside of the berm sized to
sediment trap standards for protecting a culvert inlet. Maintenance Standards • Inspect catch basin filters frequently, especially after storm events. Clean and replace clogged inserts.
For systems with clogged stone filters: pull away the stones from the inlet and clean or replace. An alternative approach would be to use the clogged stone as fill and put fresh stone
around the inlet. • Do not wash sediment into storm drains while cleaning. Spread all excavated material evenly over the surrounding land area or stockpile and stabilize as appropriate.
Approved as Equivalent Ecology has approved products as able to meet the requirements of BMP C220. The products did not pass through the Technology Assessment Protocol – Ecology (TAPE)
process. Local jurisdictions may choose not to accept this product approved as equivalent, or may require additional testing prior to consideration for local use. The products are available
for review on Ecology’s website at http://www.ecy.wa.gov/programs/wq/stormwater/newtech/equivalent.html Volume II – Construction Stormwater Pollution Prevention - August 2012 4-85
Figure 4.2.9 – Block and Gravel Curb Inlet Protection A Plan View Wire Screen or Filter Fabric Catch Basin Curb Inlet Concrete Block Ponding Height Overflow 2x4 Wood Stud (100x50 Timber
Stud) Concrete Block Wire Screen or Filter Fabric Curb Inlet ¾" Drain Gravel (20mm) ¾" Drain Gravel (20mm)Section A - A Back of Curb Concrete Block 2x4 Wood Stud Catch BasinBack of
Sidewalk NOTES: 1. Use block and gravel type sediment barrier when curb inlet is located in gently sloping street segment, where water can pond and allow sediment to separate from
runoff. 2. Barrier shall allow for overflow from severe storm event. 3. Inspect barriers and remove sediment after each storm event. Sediment and gravel must be removed from the
traveled way immediately. Volume II – Construction Stormwater Pollution Prevention - August 2012 4-86 Figure 4.2.10 – Curb and Gutter Barrier Volume II – Construction Stormwater
Pollution Prevention - August 2012 4-88 BMP C232: Gravel Filter Berm Purpose A gravel filter berm is constructed on rights-of-way or traffic areas within a construction site to retain
sediment by using a filter berm of gravel or crushed rock. Conditions of Use Where a temporary measure is needed to retain sediment from rights-ofway or in traffic areas on construction
sites. Design and Installation Specifications • Berm material shall be ¾ to 3 inches in size, washed well-grade gravel or crushed rock with less than 5 percent fines. • Spacing of berms:
− Every 300 feet on slopes less than 5 percent − Every 200 feet on slopes between 5 percent and 10 percent − Every 100 feet on slopes greater than 10 percent • Berm dimensions: − 1
foot high with 3H:1V side slopes − 8 linear feet per 1 cfs runoff based on the 10-year, 24-hour design storm Maintenance Standards • Regular inspection is required. Sediment shall be
removed and filter material replaced as needed. BMP C233: Silt Fence Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary
physical barrier to sediment and reducing the runoff velocities of overland flow. See Figure 4.2.12 for details on silt fence construction. Conditions of Use Silt fence may be used
downslope of all disturbed areas. • Silt fence shall prevent soil carried by runoff water from going beneath, through, or over the top of the silt fence, but shall allow the water
to pass through the fence. • Silt fence is not intended to treat concentrated flows, nor is it intended to treat substantial amounts of overland flow. Convey any concentrated flows
through the drainage system to a sediment pond. • Do not construct silt fences in streams or use in V-shaped ditches. Silt fences do not provide an adequate method of silt control
for anything deeper than sheet or overland flow. Volume II – Construction Stormwater Pollution Prevention - August 2012 4-89 Figure 4.2.12 – Silt Fence Design and Installation
Specifications • Use in combination with sediment basins or other BMPs. • Maximum slope steepness (normal (perpendicular) to fence line) 1H:1V. • Maximum sheet or overland flow path
length to the fence of 100 feet. • Do not allow flows greater than 0.5 cfs. • The geotextile used shall meet the following standards. All geotextile properties listed below are minimum
average roll values (i.e., the test result for any sampled roll in a lot shall meet or exceed the values shown in Table 4.2.3): Table 4.2.3 Geotextile Standards Polymeric Mesh AOS (ASTM
D4751) 0.60 mm maximum for slit film woven (#30 sieve). 0.30 mm maximum for all other geotextile types (#50 sieve). 0.15 mm minimum for all fabric types (#100 sieve). Water Permittivity
(ASTM D4491) 0.02 sec-1 minimum Grab Tensile Strength (ASTM D4632) 180 lbs. Minimum for extra strength fabric. 100 lbs minimum for standard strength fabric. Grab Tensile Strength (ASTM
D4632) 30% maximum Ultraviolet Resistance (ASTM D4355) 70% minimum • Support standard strength fabrics with wire mesh, chicken wire, 2-inch x 2-inch wire, safety fence, or jute mesh
to increase the strength of the Volume II – Construction Stormwater Pollution Prevention - August 2012 4-90 fabric. Silt fence materials are available that have synthetic mesh backing
attached. • Filter fabric material shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of six months of expected usable construction life at a temperature
range of 0°F. to 120°F. • One-hundred percent biodegradable silt fence is available that is strong, long lasting, and can be left in place after the project is completed, if permitted
by local regulations. • Refer to Figure 4.2.12 for standard silt fence details. Include the following standard Notes for silt fence on construction plans and specifications: 1. The
contractor shall install and maintain temporary silt fences at the locations shown in the Plans. 2. Construct silt fences in areas of clearing, grading, or drainage prior to starting
those activities. 3. The silt fence shall have a 2-feet min. and a 2½-feet max. height above the original ground surface. 4. The filter fabric shall be sewn together at the point of
manufacture to form filter fabric lengths as required. Locate all sewn seams at support posts. Alternatively, two sections of silt fence can be overlapped, provided the Contractor can
demonstrate, to the satisfaction of the Engineer, that the overlap is long enough and that the adjacent fence sections are close enough together to prevent silt laden water from escaping
through the fence at the overlap. 5. Attach the filter fabric on the up-slope side of the posts and secure with staples, wire, or in accordance with the manufacturer's recommendations.
Attach the filter fabric to the posts in a manner that reduces the potential for tearing. 6. Support the filter fabric with wire or plastic mesh, dependent on the properties of the
geotextile selected for use. If wire or plastic mesh is used, fasten the mesh securely to the up-slope side of the posts with the filter fabric up-slope of the mesh. 7. Mesh support,
if used, shall consist of steel wire with a maximum mesh spacing of 2-inches, or a prefabricated polymeric mesh. The strength of the wire or polymeric mesh shall be equivalent to or
greater than 180 lbs. grab tensile strength. The polymeric mesh must be as resistant to the same level of ultraviolet radiation as the filter fabric it supports. 8. Bury the bottom
of the filter fabric 4-inches min. below the ground surface. Backfill and tamp soil in place over the buried portion of the filter fabric, so that no flow can pass beneath the fence
and Volume II – Construction Stormwater Pollution Prevention - August 2012 4-91 scouring cannot occur. When wire or polymeric back-up support mesh is used, the wire or polymeric mesh
shall extend into the ground 3-inches min. 9. Drive or place the fence posts into the ground 18-inches min. A 12–inch min. depth is allowed if topsoil or other soft subgrade soil is
not present and 18-inches cannot be reached. Increase fence post min. depths by 6 inches if the fence is located on slopes of 3H:1V or steeper and the slope is perpendicular to the
fence. If required post depths cannot be obtained, the posts shall be adequately secured by bracing or guying to prevent overturning of the fence due to sediment loading. 10. Use wood,
steel or equivalent posts. The spacing of the support posts shall be a maximum of 6-feet. Posts shall consist of either: • Wood with dimensions of 2-inches by 2-inches wide min. and
a 3-feet min. length. Wood posts shall be free of defects such as knots, splits, or gouges. • No. 6 steel rebar or larger. • ASTM A 120 steel pipe with a minimum diameter of 1-inch.
• U, T, L, or C shape steel posts with a minimum weight of 1.35 lbs./ft. • Other steel posts having equivalent strength and bending resistance to the post sizes listed above. 11.
Locate silt fences on contour as much as possible, except at the ends of the fence, where the fence shall be turned uphill such that the silt fence captures the runoff water and prevents
water from flowing around the end of the fence. 12. If the fence must cross contours, with the exception of the ends of the fence, place gravel check dams perpendicular to the back
of the fence to minimize concentrated flow and erosion. The slope of the fence line where contours must be crossed shall not be steeper than 3H:1V. • Gravel check dams shall be approximately
1-foot deep at the back of the fence. Gravel check dams shall be continued perpendicular to the fence at the same elevation until the top of the check dam intercepts the ground surface
behind the fence. • Gravel check dams shall consist of crushed surfacing base course, gravel backfill for walls, or shoulder ballast. Gravel check dams shall be located every 10 feet
along the fence where the fence must cross contours. • Refer to Figure 4.2.13 for slicing method details. Silt fence installation using the slicing method specifications: Volume
II – Construction Stormwater Pollution Prevention - August 2012 4-92 1. The base of both end posts must be at least 2- to 4-inches above the top of the filter fabric on the middle posts
for ditch checks to drain properly. Use a hand level or string level, if necessary, to mark base points before installation. 2. Install posts 3- to 4-feet apart in critical retention
areas and 6- to 7feet apart in standard applications. 3. Install posts 24-inches deep on the downstream side of the silt fence, and as close as possible to the filter fabric, enabling
posts to support the filter fabric from upstream water pressure. 4. Install posts with the nipples facing away from the filter fabric. 5. Attach the filter fabric to each post with
three ties, all spaced within the top 8-inches of the filter fabric. Attach each tie diagonally 45 degrees through the filter fabric, with each puncture at least 1-inch vertically apart.
Each tie should be positioned to hang on a post nipple when tightening to prevent sagging. 6. Wrap approximately 6-inches of fabric around the end posts and secure with 3 ties. 7. No
more than 24-inches of a 36-inch filter fabric is allowed above ground level. Compact the soil immediately next to the filter fabric with the front wheel of the tractor, skid steer,
or roller exerting at least 60 pounds per square inch. Compact the upstream side first and then each side twice for a total of four trips. Check and correct the silt fence installation
for any deviation before compaction. Use a flat-bladed shovel to tuck fabric deeper into the ground if necessary. Volume II – Construction Stormwater Pollution Prevention - August
2012 4-93 Figure 4.2.13 – Silt Fence Installation by Slicing Method Maintenance Standards • Repair any damage immediately. • Intercept and convey all evident
concentrated flows uphill of the silt fence to a sediment pond. • Check the uphill side of the fence for signs of the fence clogging and acting as a barrier to flow and then causing
channelization of flows parallel to the fence. If this occurs, replace the fence or remove the trapped sediment. Volume II – Construction Stormwater Pollution Prevention - August
2012 4-101 BMP C240: Sediment Trap Purpose A sediment trap is a small temporary ponding area with a gravel outlet used to collect and store sediment from sites cleared and/or graded
during construction. Sediment traps, along with other perimeter controls, shall be installed before any land disturbance takes place in the drainage area. Conditions of Use Prior to
leaving a construction site, stormwater runoff must pass through a sediment pond or trap or other appropriate sediment removal best management practice. Non-engineered sediment traps
may be used on-site prior to an engineered sediment trap or sediment pond to provide additional sediment removal capacity. It is intended for use on sites where the tributary drainage
area is less than 3 acres, with no unusual drainage features, and a projected build-out time of six months or less. The sediment trap is a temporary measure (with a design life of approximately
6 months) and shall be maintained until the site area is permanently protected against erosion by vegetation and/or structures. Sediment traps and ponds are only effective in removing
sediment down to about the medium silt size fraction. Runoff with sediment of finer grades (fine silt and clay) will pass through untreated, emphasizing the need to control erosion
to the maximum extent first. Whenever possible, sediment-laden water shall be discharged into on-site, relatively level, vegetated areas (see BMP C234 – Vegetated Strip). This is the
only way to effectively remove fine particles from runoff unless chemical treatment or filtration is used. This can be particularly useful after initial treatment in a sediment trap
or pond. The areas of release must be evaluated on a site-by-site basis in order to determine appropriate locations for and methods of releasing runoff. Vegetated wetlands shall not
be used for this purpose. Frequently, it may be possible to pump water from the collection point at the downhill end of the site to an upslope vegetated area. Pumping shall only augment
the treatment system, not replace it, because of the possibility of pump failure or runoff volume in excess of pump capacity. All projects that are constructing permanent facilities
for runoff quantity control should use the rough-graded or final-graded permanent facilities for traps and ponds. This includes combined facilities and infiltration facilities. When
permanent facilities are used as temporary sedimentation facilities, the surface area requirement of a sediment trap or pond must be met. If the surface area requirements are larger
than the surface area of the permanent facility, then the trap or pond shall be enlarged to comply with the surface area requirement. The permanent pond shall also be divided into two
cells as required for sediment ponds. Volume II – Construction Stormwater Pollution Prevention - August 2012 4-102 Either a permanent control structure or the temporary control structure
(described in BMP C241, Temporary Sediment Pond) can be used. If a permanent control structure is used, it may be advisable to partially restrict the lower orifice with gravel to increase
residence time while still allowing dewatering of the pond. A shut-off valve may be added to the control structure to allow complete retention of stormwater in emergency situations.
In this case, an emergency overflow weir must be added. A skimmer may be used for the sediment trap outlet if approved by the Local Permitting Authority. Design and Installation Specifications
• See Figures 4.2.16 and 4.2.17 for details. • If permanent runoff control facilities are part of the project, they should be used for sediment retention. • To determine the sediment
trap geometry, first calculate the design surface area (SA) of the trap, measured at the invert of the weir. Use the following equation: SA = FS(Q2/Vs) where Q2 = Design inflow based
on the peak discharge from the developed 2-year runoff event from the contributing drainage area as computed in the hydrologic analysis. The 10-year peak flow shall be used if the project
size, expected timing and duration of construction, or downstream conditions warrant a higher level of protection. If no hydrologic analysis is required, the Rational Method may be
used. Vs = The settling velocity of the soil particle of interest. The 0.02 mm (medium silt) particle with an assumed density of 2.65 g/cm3 has been selected as the particle of interest
and has a settling velocity (Vs) of 0.00096 ft/sec. FS = A safety factor of 2 to account for non-ideal settling. Therefore, the equation for computing surface area becomes: SA = 2
x Q2/0.00096 or 2080 square feet per cfs of inflow Note: Even if permanent facilities are used, they must still have a surface area that is at least as large as that derived from
the above formula. If they do not, the pond must be enlarged. • To aid in determining sediment depth, all sediment traps shall have a staff gauge with a prominent mark 1-foot above
the bottom of the trap. Volume II – Construction Stormwater Pollution Prevention - August 2012 4-103 Surface area determined at top of weir Note: Trap may be formed by berm or by
partial or complete excavation Discharge to stabilized conveyance, outlet, or level spreader ¾" - 1.5" Washed gravel Geotextile Flat Bottom 1' Min. Overflow 1' Min. 4' Min. RipRap 2"-4"
Rock 1' Min. 1.5' Min. 3.5'-5' 3H:1V Max. • Sediment traps may not be feasible on utility projects due to the limited work space or the short-term nature of the work. Portable tanks
may be used in place of sediment traps for utility projects. Maintenance Standards • Sediment shall be removed from the trap when it reaches 1-foot in depth. • Any damage to the pond
embankments or slopes shall be repaired. Figure 4.2.16 – Cross Section of Sediment Trap Figure 4.2.17 – Sediment Trap Outlet Native soil or compacted backfill Geotextile
Min. 1' depth 2"-4"' rock Min. 1' depth 3/4"-1.5" washed gravel 6' Min. 1' Min. depth overflow spillway Appendix C – General Permit The approved NPDES General Construction Permit
will be provided prior to the beginning of construction. STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PO Box 47600 • Olympia, WA 98504-7600 • 360-407-6000 711
for Washington Relay Service • Persons with a speech disability can call 877-833-6341 February 13, 2017 Levi Rowse iCap Lakeview, LLC 3535 Factoria Blvd SE Ste 500 Bellevue, WA 98006-1298
RE: Coverage under the Construction Stormwater General Permit Permit number: WAR305059 Site Name: Senza Lakeview Location: 3907 Park Ave N Renton County: King Disturbed Acres:
434 Dear Mr. Rowse: The Washington State Department of Ecology (Ecology) received your Notice of Intent for coverage under Ecology's Construction Stormwater General Permit (permit).
This is your permit coverage letter. Your permit coverage is effective on February 13,2017. Please retain this permit coverage letter with your permit (enclosed), stormvitater pollution
prevention plan (SWPPP), and site log book. These materials are the official record of permit coverage for your site. Please take time to read the entire permit and contact Ecology
if you have any questions. Appeal Process You have a right to appeal coverage under the general permit to the Pollution Control Hearing Board (PCHB) within 30 days of the date of receipt
of this letter. This appeal is limited to the general permit's applicability or non-applicability to a specific discharger. The appeal process is governed by chapter 43.21B RCW and
chapter 371-08 WAC. "Date of receipt" is defined in RCW 43.21B.001(2). To appeal, you must do the following within 30 days of the date of receipt of this letter: • File your appeal
and a copy of the permit cover page with the PCHB (see addresses below). Filing means actual receipt by the PCHB during regular business hours. • Serve a copy of your appeal and the
permit cover page on Ecology in paper form - by mail or in person (see addresses below). E-mail is not accepted. You must also comply with other applicable requirements in chapter 43.2IB
RCW and chapter 371-08 WAC. Levi Rowse February 13, 2017 Page 2 Address and Location Information: Street Addresses: Department of Ecology Attn: Appeals Processing Desk 300 Desmond Drive
SE Lacey, WA 98503 Mailing Addresses: Department of Ecology Attn: Appeals Processing Desk PO Box 47608 Olympia, WA 98504-7608 Pollution Control Hearings Board (PCHB) 1111 Israel Road
SW, Suite 301 Tumwater, WA 98501 Pollution Control Hearings Board PO Box 40903 Olympia, WA 98504-0903 Electronic Discharge Monitoring Reports (WQWebDMR) This permit requires that Pennittees
submit monthly discharge monitoring reports (DMRs) electronically using Ecology's secure online system, WQWebDMR. To sign up for WQWebDMR go to: www.ecy.wa.gov/programs/wq/permits/paris/webdmr.html.
If you have questions, contact the portal staff at (360) 407-7097 (Olympia area), or (800) 633-6193/option 3, or email WQWebPortal@ecy.wa.gov. Ecology Field Inspector Assistance If
you have questions regarding stormwater management at your construction site, please contact Greg Stegman of Ecology's Northwest Regional Office in Bellevue at greg.stegman@ecy.wa.gov
or (425) 649-7019. Questions or Additional Information Ecology is committed to providing assistance. Please review our web page at: www.ecy.wa.gov/programs/wq/stormwater/construction.
If you have questions about the construction stormwater general permit, please contact RaChelle Stane at rcla461@ecy.wa.gov or (360) 407-6556. Sincerely, Bill Moore, P.E., Manager
Program Development Services Section Water Quality Program Enclosure Appendix D – Site Inspection Forms (and Site Log) The results of each inspection shall be summarized in an
inspection report or checklist that is entered into or attached to the site log book. It is suggested that the inspection report or checklist be included in this appendix to keep monitoring
and inspection information in one document, but this is optional. However, it is mandatory that this SWPPP and the site inspection forms be kept onsite at all times during construction,
and that inspections be performed and documented as outlined below. At a minimum, each inspection report or checklist shall include: a. Inspection date/times b. Weather information:
general conditions during inspection, approximate amount of precipitation since the last inspection, and approximate amount of precipitation within the last 24 hours. c. A summary
or list of all BMPs that have been implemented, including observations of all erosion/sediment control structures or practices. d. The following shall be noted: i. locations of
BMPs inspected, ii. locations of BMPs that need maintenance, iii. the reason maintenance is needed, iv. locations of BMPs that failed to operate as designed or intended, and
v. locations where additional or different BMPs are needed, and the reason(s) why e. A description of stormwater discharged from the site. The presence of suspended sediment, turbid
water, discoloration, and/or oil sheen shall be noted, as applicable. f. A description of any water quality monitoring performed during inspection, and the results of that monitoring.
g. General comments and notes, including a brief description of any BMP repairs, maintenance or installations made as a result of the inspection. h. A statement that, in the judgment
of the person conducting the site inspection, the site is either in compliance or out of compliance with the terms and conditions of the SWPPP and the NPDES permit. If the site inspection
indicates that the site is out of compliance, the inspection report shall include a summary of the remedial actions required to bring the site back into compliance, as well as a schedule
of implementation. i. Name, title, and signature of person conducting the site inspection; and the following statement: “I certify under penalty of law that this report is true,
accurate, and complete, to the best of my knowledge and belief”. When the site inspection indicates that the site is not in compliance with any terms and conditions of the NPDES permit,
the Permittee shall take immediate action(s) to: stop, contain, and clean up the unauthorized discharges, or otherwise stop the noncompliance; correct the problem(s); implement appropriate
Best Management Practices (BMPs), and/or conduct maintenance of existing BMPs; and achieve compliance with all applicable standards and permit conditions. In addition, if the noncompliance
causes a threat to human health or the environment, the Permittee shall comply with the Noncompliance Notification requirements in Special Condition S5.F of the permit. Site Inspection
Form General Information Project Name: Inspector Name: Title: CESCL # : Date: Time: Inspection Type: □ After a rain event □ Weekly □ Turbidity/transparency benchmark
exceedance □ Other Weather Precipitation Since last inspection In last 24 hours Description of General Site Conditions: Inspection of BMPs Element 1: Mark Clearing Limits
BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP
Element 2: Establish Construction Access BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP BMP: Location Inspected
Functioning Problem/Corrective Action Y N Y N NIP Element 3: Control Flow Rates BMP: Location Inspected Functioning Problem/Corrective Action Y N Y
N NIP BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP Element 4: Install Sediment Controls BMP: Location
Inspected Functioning Problem/Corrective Action Y N Y N NIP BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP
BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP
BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP Element 5: Stabilize Soils BMP: Location Inspected
Functioning Problem/Corrective Action Y N Y N NIP BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP BMP:
Location Inspected Functioning Problem/Corrective Action Y N Y N NIP BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP
Element 6: Protect Slopes BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP BMP: Location Inspected Functioning Problem/Corrective
Action Y N Y N NIP BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP Element 7: Protect Drain Inlets
BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP
BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP Element 8: Stabilize Channels and Outlets BMP: Location Inspected
Functioning Problem/Corrective Action Y N Y N NIP BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP BMP:
Location Inspected Functioning Problem/Corrective Action Y N Y N NIP BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP
Element 9: Control Pollutants BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP BMP: Location Inspected Functioning
Problem/Corrective Action Y N Y N NIP Element 10: Control Dewatering BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP
BMP: Location Inspected Functioning Problem/Corrective Action Y N Y N NIP BMP: Location Inspected Functioning Problem/Corrective Action Y
N Y N NIP Stormwater Discharges From the Site Observed? Problem/Corrective Action Y N Location Turbidity Discoloration Sheen Location
Turbidity Discoloration Sheen Water Quality Monitoring Was any water quality monitoring conducted? □ Yes □ No If water quality monitoring was conducted, record
results here: If water quality monitoring indicated turbidity 250 NTU or greater; or transparency 6 cm or less, was Ecology notified by phone within 24 hrs? □ Yes
□ No If Ecology was notified, indicate the date, time, contact name and phone number below: Date: Time: Contact Name: Phone #: General Comments and Notes Include BMP repairs,
maintenance, or installations made as a result of the inspection. Were Photos Taken? □ Yes □ No If photos taken, describe photos below: