HomeMy WebLinkAbout10 Habitat for Humanity Yelm - Record Drawings.zip
01 Habitat for Humanity Yelm Plat - Response to Comments.pdf March 25, 2005
Memorandum To: Clayton Wiebe, City of Yelm, Assistant Planner From: Tyrell Bradley, PE, LDC, Inc., Project Manager CC: Ben Fransua, South Puget Sound
Habitat for Humanity Date: March 26, 2025 Re: Summary of how all Conditions of Approval and SEPA Mitigation have been met CONDITIONS OF APPROVAL 1. Frontage improvements on the
new road inside the subdivision and also Longmire Street N.W. are required. The frontage improvements along Longmire Street N.W. and the internal street must be constructed per City’s
adopted Local Access Residential standards illustrated in Chapter 2 of Yelm’s Engineering Specification and Standards Details. Response: The internal road was constructed per the
City’s adopted Local Access Residential standard. Longmire St NW was improved to match the Local Access Residential standard. 2. The final landscape plan submitted as part of the
civil plan review shall include details of the street scape landscaping, storm water landscaping and minimum of five (5) percent of the gross land area as qualified open space, with
active recreation component. Response: The final landscape plans submitted as part of the civil plan review included details of the street scape landscaping, stormwater landscaping,
and the minimum open space area. 3. If irrigation is provided, an irrigation plan shall be submitted as part of the landscape plans, and compliant with Section 13.04097 TMC. Response:
No irrigation is proposed. 4. Street lighting is required. Response: Street lighting has been provided. 5. Pursuant to Chapter 18.16, the Applicant shall pay School and Fire Impact
fees at the time of building permit issuance. Response: The Applicant will pay the School and Fire Impact fees at the time of building permit issuance.
6. The civil engineering plans shall include an addressing map for approval by the Building Official. Response: The addressing map is shown on the final plat map. 7. The civil engineering
plans shall include the proposed location and details for mailbox placement. Response: The proposed location and details for mailbox placement have been provided on the civil engineering
plans. 8. Prior to final subdivision application, a subdivision name must be reserved with the Thurston County Auditor’s Office. Response: A subdivision name has not been reserved
with the Thurston County Auditor's Office due to the fact that Habitat for Humanity is actively working with the local tribes to select a name. 9. A no-parking sign must be installed
on the internal road. Response: A no-parking sign has been installed on the internal road. 10. The Applicant shall provide performance assurance device in order to provide for maintenance
of the required landscape for this subdivision, until the homeowners association becomes responsible for the landscaping maintenance. The performance assurance drive shall be 150 percent
of the anticipated cost to maintain the landscaping for three years. Response: Please see attached estimated cost for three years of landscape maintenance, including the 150% increase.
Please review the attached estimate and provide any comments prior to the performance bond being procured. 11. Stormwater facilities shall be located in separate recorded tracts owned
and maintained by the homeowners association. The stormwater system shall be held in common by the Homeowners Association and the homeowner’s agreement shall include provisions for
the assessment of fees against individual lots for the maintenance and repair of the stormwater facilities. All roof drain runoff shall be infiltrated on each lot utilizing individual
drywells. Response: The stormwater facility is located within a separate tract. All roof runoff will be infiltrated on each lot utilizing individual drywells at the time of construction.
12. The Applicant shall submit a fire hydrant plan to the Community Development Department for review and approval as part of the civil engineering plans prior to final subdivision
approval. The applicant shall submit fire flow calculations for all existing and proposed hydrants. All hydrants must meet minimum City standards. The Applicant shall be responsible
for the fee for hydrant locks on all fire hydrants required and installed as part of development. These fees shall be collected by the Community Development
Department prior to final plat recording. Response: A fire hydrant plan was submitted to the Community Development Department for review and approval as part of the civil engineering
plans. A fire flow calculation memorandum for the existing and proposed fire hydrants was submitted and approved by the Community Development Department. 13. The civil engineering
plans shall include a search and report of adjacent wells and their locations. Any onsite wells shall be decommissioned, and water rights dedicated to the City. Offsite wells within
100 feet of the property shall be identified, and well protection radius provided. Response: No wells were identified on or within 100 feet of the project parcel. 14. The final landscape
plan shall: a. Provide for the replacement of any dead street scape trees along Cullens Street; b. Repair and extend the existing common fence separating the project site from the neighborhood
along Trump Avenue; and c. Include a vegetative buffer adjoining the common fence. Response: The final landscape plans show the replacement of any dead street scape trees along Cullens
Street. The final landscape plans show the repair and extension of the existing fence separating the proposed development from the neighborhood along Trump Avenue and includes a vegetative
buffer adjoining the common fence. SEPA MITIGATION: 1. No mitigation measures were required per the SEPA as a Determination of NonSignificance was applied to the project.
02 Habitat for Humanity Yelm - Final Plat Lot Closures.pdf
24-013 SOUTH PUGET SOUND HABITAT FOR HUMANITY PLAT (YELM) Lot Closure Report Storm Tract ‘B’ Segment #1: Line Course: S39°36'24"W Length: 84.58' Segment #2: Line Course: N51°24'11"W
Length: 42.20' Segment #3: Line Course: N38°37'51"E Length: 32.92' Segment #4: Curve Length: 54.61' Radius: 55.50' Delta: 056° 22' 52" Tangent: 29.75' Chord: 52.44'
Course: N77°42'17"E Course In: N15°53'43"E Course Out: S40°29'09"E Segment #5: Curve Length: 16.13' Radius: 13.95' Delta: 066° 14' 12" Tangent: 9.10' Chord: 15.24'
Course: N82°37'57"E Course In: S40°29'09"E Course Out: N25°45'03"E Perimeter: 230.45' Area: 2327.68 Sq. Ft. Error Closure: 0.0009 Course: N77°53'07"E Error
North: 0.00018 East: 0.00086 Precision 1: 252644.44 ************************************************************************ Lot 15 Segment #1: Line Course: S39°36'24"W
Length: 102.00' Segment #2: Line Course: N50°23'36"W Length: 40.00' Segment #3: Line Course: N39°36'24"E Length: 17.01' 24-013 SOUTH PUGET SOUND HABITAT FOR HUMANITY PLAT
(YELM) Lot Closure Report Segment #4: Line Course: N39°36'24"E Length: 84.58' Segment #5: Curve Length: 3.37' Radius: 13.95' Delta: 013° 51' 21" Tangent: 1.70' Chord: 3.37'
Course: S57°19'16"E Course In: S25°45'03"W Course Out: N39°36'24"E Segment #6: Line Course: S50°23'36"E Length: 36.66' Perimeter: 283.63' Area: 4079.55 Sq. Ft. Error
Closure: 0.0064 Course: S17°17'47"E Error North: -0.00615 East: 0.00191 Precision 1: 44315.63 *********************************************************************
*** Lot 16 Segment #1: Line Course: S39°36'24"W Length: 102.00' Segment #2: Line Course: N50°23'36"W Length: 40.00' Segment #3: Line Course: N39°36'24"E Length: 102.00'
Segment #4: Line Course: S50°23'36"E Length: 40.00' Perimeter: 284.00' Area: 4080.00 Sq. Ft. Error Closure: 0.0000 Course: N00°00'00"E Error North:
0.00000 East: 0.00000 Precision 1: 284000000.00 ************************************************************************ 24-013 SOUTH PUGET SOUND HABITAT FOR HUMANITY PLAT
(YELM) Lot Closure Report Lot 17 Segment #1: Line Course: S39°36'24"W Length: 102.00' Segment #2: Line Course: N50°23'36"W Length: 25.00' Segment #3: Line Course: N39°36'24"E
Length: 102.00' Segment #4: Line Course: S50°23'36"E Length: 25.00' Perimeter: 254.00' Area: 2550.00 Sq. Ft. Error Closure: 0.0000 Course: N00°00'00"E Error
North: 0.00000 East: 0.00000 Precision 1: 254000000.00 ************************************************************************ Lot 18 Segment #1: Line Course: S39°36'24"W
Length: 102.00' Segment #2: Line Course: N50°23'36"W Length: 25.00' Segment #3: Line Course: N39°36'24"E Length: 102.00' Segment #4: Line Course: S50°23'36"E Length:
25.00' Perimeter: 254.00' Area: 2550.17 Sq. Ft. Error Closure: 0.0000 Course: N00°00'00"E Error North: 0.00000 East: 0.00000 Precision 1: 254000000.00
************************************************************************ 24-013 SOUTH PUGET SOUND HABITAT FOR HUMANITY PLAT (YELM) Lot Closure Report Lot 19 Segment #1: Line Course:
S39°36'24"W Length: 102.00' Segment #2: Line Course: N50°23'36"W Length: 25.00' Segment #3: Line Course: N39°36'24"E Length: 102.00' Segment #4: Line Course: S50°23'36"E
Length: 25.00' Perimeter: 254.00' Area: 2550.00 Sq. Ft. Error Closure: 0.0000 Course: N00°00'00"E Error North: 0.00000 East: 0.00000 Precision 1:
254000000.00 ************************************************************************ Lot 20 Segment #1: Line Course: S39°36'24"W Length: 102.00' Segment #2: Line Course:
N50°23'36"W Length: 25.00' Segment #3: Line Course: N39°36'24"E Length: 102.00' Segment #4: Line Course: S50°23'36"E Length: 25.00' Perimeter: 254.00' Area: 2549.83
Sq. Ft. Error Closure: 0.0000 Course: N00°00'00"E Error North: 0.00000 East: 0.00000 Precision 1: 254000000.00 ********************************************************
**************** 24-013 SOUTH PUGET SOUND HABITAT FOR HUMANITY PLAT (YELM) Lot Closure Report Lot 21 Segment #1: Line Course: S39°36'24"W Length: 102.00' Segment #2: Line Course:
N50°23'36"W Length: 40.00' Segment #3: Line Course: N39°36'24"E Length: 102.00' Segment #4: Line Course: S50°23'36"E Length: 40.00' Perimeter: 284.00' Area: 4080.00
Sq. Ft. Error Closure: 0.0000 Course: N00°00'00"E Error North: 0.00000 East: 0.00000 Precision 1: 284000000.00 *******************************************************
***************** Open Space Tract ‘C’ Segment #1: Line Course: N39°36'24"E Length: 150.28' Segment #2: Line Course: S01°05'26"E Length: 25.70' Segment #3: Curve Length: 142.80'
Radius: 55.50' Delta: 147° 25' 10" Tangent: 189.91' Chord: 106.54' Course: S00°23'42"E Course In: S16°41'07"E Course Out: S15°53'43"W Segment #4: Line Course: S38°37'51"W
Length: 32.92' Segment #5: Line Course: S51°24'11"E Length: 42.20' 24-013 SOUTH PUGET SOUND HABITAT FOR HUMANITY PLAT (YELM) Lot Closure Report Segment #6: Line Course: S39°36'24"W
Length: 17.01' Segment #7: Line Course: N50°23'36"W Length: 128.00' Perimeter: 538.92' Area: 6105.44 Sq. Ft. Error Closure: 0.0032 Course: N28°38'41"W Error
North: 0.00279 East: -0.00152 Precision 1: 157078.12 ************************************************************************ Lot 6 Segment #1: Line Course: S50°23'36"E
Length: 25.00' Segment #2: Line Course: S39°36'24"W Length: 101.88' Segment #3: Line Course: N50°23'36"W Length: 25.00' Segment #4: Line Course: N39°36'24"E Length:
101.88' Perimeter: 253.77' Area: 2547.12 Sq. Ft. Error Closure: 0.0000 Course: N00°00'00"E Error North: 0.00000 East: 0.00000 Precision 1: 253760000.00
************************************************************************ Lot 14 Segment #1: Line Course: S50°23'36"E Length: 48.00' 24-013 SOUTH PUGET SOUND HABITAT FOR HUMANITY
PLAT (YELM) Lot Closure Report Segment #2: Line Course: S39°36'24"W Length: 96.43' Segment #3: Curve Length: 39.42' Radius: 55.50' Delta: 040° 41' 26" Tangent: 20.58' Chord:
38.59' Course: N86°20'24"W Course In: S24°00'19"W Course Out: N16°41'07"W Segment #4: Line Course: N01°05'26"W Length: 25.70' Segment #5: Line Course: N39°36'24"E
Length: 99.60' Perimeter: 309.15' Area: 5109.28 Sq. Ft. Error Closure: 0.0016 Course: N75°41'28"E Error North: 0.00040 East: 0.00156 Precision 1: 192700.00
************************************************************************ Lot 7 Segment #1: Line Course: S50°23'36"E Length: 25.00' Segment #2: Line Course: S39°36'24"W
Length: 101.88' Segment #3: Line Course: N50°23'36"W Length: 25.00' Segment #4: Line Course: N39°36'24"E Length: 101.88' 24-013 SOUTH PUGET SOUND HABITAT FOR HUMANITY
PLAT (YELM) Lot Closure Report Perimeter: 253.77' Area: 2547.12 Sq. Ft. Error Closure: 0.0000 Course: N00°00'00"E Error North: 0.00000 East: 0.00000 Precision
1: 253760000.00 ************************************************************************ Lot 8 Segment #1: Line Course: S50°23'36"E Length: 25.00' Segment #2: Line Course:
S39°36'24"W Length: 101.88' Segment #3: Line Course: N50°23'36"W Length: 25.00' Segment #4: Line Course: N39°36'24"E Length: 101.88' Perimeter: 253.77' Area: 2547.12
Sq. Ft. Error Closure: 0.0000 Course: N00°00'00"E Error North: 0.00000 East: 0.00000 Precision 1: 253760000.00 *******************************************************
***************** Lot 9 Segment #1: Line Course: S50°23'36"E Length: 25.00' Segment #2: Line Course: S39°36'24"W Length: 101.88' Segment #3: Line Course: N50°23'36"W Length:
25.00' 24-013 SOUTH PUGET SOUND HABITAT FOR HUMANITY PLAT (YELM) Lot Closure Report Segment #4: Line Course: N39°36'24"E Length: 101.88' Perimeter: 253.77' Area: 2547.12 Sq.
Ft. Error Closure: 0.0000 Course: N00°00'00"E Error North: 0.00000 East: 0.00000 Precision 1: 253760000.00 ***********************************************************
************* Lot 2 Segment #1: Line Course: S50°23'36"E Length: 25.00' Segment #2: Line Course: S39°36'24"W Length: 101.88' Segment #3: Line Course: N50°23'36"W Length:
25.00' Segment #4: Line Course: N39°36'24"E Length: 101.88' Perimeter: 253.77' Area: 2547.12 Sq. Ft. Error Closure: 0.0000 Course: N00°00'00"E Error North:
0.00000 East: 0.00000 Precision 1: 253760000.00 ************************************************************************ Lot 10 Segment #1: Line Course: S50°23'36"E
Length: 25.00' Segment #2: Line Course: S39°36'24"W Length: 101.88' Segment #3: Line Course: N50°23'36"W Length: 25.00' 24-013 SOUTH PUGET SOUND HABITAT FOR HUMANITY PLAT
(YELM) Lot Closure Report Segment #4: Line Course: N39°36'24"E Length: 101.88' Perimeter: 253.77' Area: 2547.12 Sq. Ft. Error Closure: 0.0000 Course: N00°00'00"E
Error North: 0.00000 East: 0.00000 Precision 1: 253760000.00 ************************************************************************ Lot 3 Segment #1: Line Course:
S50°23'36"E Length: 25.00' Segment #2: Line Course: S39°36'24"W Length: 101.88' Segment #3: Line Course: N50°23'36"W Length: 25.00' Segment #4: Line Course: N39°36'24"E
Length: 101.88' Perimeter: 253.77' Area: 2547.12 Sq. Ft. Error Closure: 0.0000 Course: N00°00'00"E Error North: 0.00000 East: 0.00000 Precision 1:
253760000.00 ************************************************************************ Lot 11 Segment #1: Line Course: S50°23'36"E Length: 25.00' Segment #2: Line Course:
S39°36'24"W Length: 101.88' 24-013 SOUTH PUGET SOUND HABITAT FOR HUMANITY PLAT (YELM) Lot Closure Report Segment #3: Line Course: N50°23'36"W Length: 25.00' Segment #4: Line
Course: N39°36'24"E Length: 101.88' Perimeter: 253.77' Area: 2547.12 Sq. Ft. Error Closure: 0.0000 Course: N00°00'00"E Error North: 0.00000 East:
0.00000 Precision 1: 253760000.00 ************************************************************************ Lot 4 Segment #1: Line Course: S50°23'36"E Length: 25.00' Segment
#2: Line Course: S39°36'24"W Length: 101.88' Segment #3: Line Course: N50°23'36"W Length: 25.00' Segment #4: Line Course: N39°36'24"E Length: 101.88' Perimeter: 253.77'
Area: 2547.12 Sq. Ft. Error Closure: 0.0000 Course: N00°00'00"E Error North: 0.00000 East: 0.00000 Precision 1: 253760000.00 *************************************
*********************************** Lot 12 Segment #1: Line Course: S50°23'36"E Length: 25.00' 24-013 SOUTH PUGET SOUND HABITAT FOR HUMANITY PLAT (YELM) Lot Closure Report Segment
#2: Line Course: S39°36'24"W Length: 101.88' Segment #3: Line Course: N50°23'36"W Length: 3.91' Segment #4: Curve Length: 6.14' Radius: 13.00' Delta: 027° 03' 40"
Tangent: 3.13' Chord: 6.08' Course: N36°51'46"W Course In: N39°36'24"E Course Out: S66°40'05"W Segment #5: Curve Length: 16.08' Radius: 55.50' Delta: 016° 36' 14" Tangent:
8.10' Chord: 16.03' Course: N31°38'02"W Course In: S66°40'05"W Course Out: N50°03'51"E Segment #6: Line Course: N39°36'24"E Length: 95.31' Perimeter: 248.33' Area:
2477.45 Sq. Ft. Error Closure: 0.0077 Course: N41°54'21"E Error North: 0.00572 East: 0.00513 Precision 1: 32235.06 ***********************************************
************************* Lot 5 Segment #1: Line Course: S50°23'36"E Length: 25.00' Segment #2: Line Course: S39°36'24"W Length: 101.88' Segment #3: Line Course: N50°23'36"W
Length: 25.00' 24-013 SOUTH PUGET SOUND HABITAT FOR HUMANITY PLAT (YELM) Lot Closure Report Segment #4: Line Course: N39°36'24"E Length: 101.88' Perimeter: 253.77' Area:
2547.12 Sq. Ft. Error Closure: 0.0000 Course: N00°00'00"E Error North: 0.00000 East: 0.00000 Precision 1: 253760000.00 ***********************************************
************************* Lot 13 Segment #1: Line Course: S50°23'36"E Length: 25.00' Segment #2: Line Course: S39°36'24"W Length: 95.31' Segment #3: Curve Length: 25.24'
Radius: 55.50' Delta: 026° 03' 32" Tangent: 12.84' Chord: 25.03' Course: N52°57'55"W Course In: S50°03'51"W Course Out: N24°00'19"E Segment #4: Line Course: N39°36'24"E
Length: 96.43' Perimeter: 241.98' Area: 2372.82 Sq. Ft. Error Closure: 0.0058 Course: N84°05'28"W Error North: 0.00059 East: -0.00572 Precision 1:
41684.48 ************************************************************************ Lot 22 Segment #1: Line Course: S39°36'24"W Length: 88.69' Segment #2: Line Course: N50°23'36"W
Length: 47.00' 24-013 SOUTH PUGET SOUND HABITAT FOR HUMANITY PLAT (YELM) Lot Closure Report Segment #3: Line Course: N39°36'24"E Length: 102.00' Segment #4: Line Course: S50°23'36"E
Length: 33.69' Segment #5: Curve Length: 20.91' Radius: 13.31' Delta: 090° 00' 00" Tangent: 13.31' Chord: 18.82' Course: S05°23'36"E Course In: S39°36'24"W Course
Out: S50°23'36"E Perimeter: 292.29' Area: 4755.98 Sq. Ft. Error Closure: 0.0032 Course: N05°23'36"W Error North: 0.00317 East: -0.00030 Precision 1:
90687.50 ************************************************************************ Road ‘A’ Segment #1: Curve Length: 20.58' Radius: 13.10' Delta: 090° 00' 00" Tangent:
13.10' Chord: 18.53' Course: N84°36'24"E Course In: N39°36'24"E Course Out: S50°23'36"E Segment #2: Line Course: S39°36'24"W Length: 72.41' Segment #3: Curve Length: 20.91'
Radius: 13.31' Delta: 090° 00' 00" Tangent: 13.31' Chord: 18.82' Course: N05°23'36"W Course In: N50°23'36"W Course Out: N39°36'24"E Segment #4: Line Course: N50°23'36"W
Length: 33.69' Segment #5: Line Course: N50°23'36"W Length: 40.00' 24-013 SOUTH PUGET SOUND HABITAT FOR HUMANITY PLAT (YELM) Lot Closure Report Segment #6: Line Course: N50°23'36"W
Length: 25.00' Segment #7: Line Course: N50°23'36"W Length: 25.00' Segment #8: Line Course: N50°23'36"W Length: 25.00' Segment #9: Line Course: N50°23'36"W Length:
25.00' Segment #10: Line Course: N50°23'36"W Length: 40.00' Segment #11: Line Course: N50°23'36"W Length: 36.66' Segment #12: Curve Length: 3.37' Radius: 13.95' Delta:
013° 51' 21" Tangent: 1.70' Chord: 3.37' Course: N57°19'16"W Course In: S39°36'24"W Course Out: N25°45'03"E Segment #13: Curve Length: 16.13' Radius: 13.95' Delta:
066° 14' 12" Tangent: 9.10' Chord: 15.24' Course: S82°37'57"W Course In: S25°45'03"W Course Out: N40°29'09"W Segment #14: Curve Length: 54.61' Radius: 55.50' Delta:
056° 22' 52" Tangent: 29.75' Chord: 52.44' Course: S77°42'17"W Course In: N40°29'09"W Course Out: S15°53'43"W Segment #15: Curve Length: 142.80' Radius: 55.50' Delta:
147° 25' 10" Tangent: 189.91' Chord: 106.54' Course: N00°23'42"W Course In: N15°53'43"E Course Out: N16°41'07"W 24-013 SOUTH PUGET SOUND HABITAT FOR HUMANITY PLAT (YELM)
Lot Closure Report Segment #16: Curve Length: 39.42' Radius: 55.50' Delta: 040° 41' 26" Tangent: 20.58' Chord: 38.59' Course: S86°20'24"E Course In: S16°41'07"E Course
Out: N24°00'19"E Segment #17: Curve Length: 25.24' Radius: 55.50' Delta: 026° 03' 32" Tangent: 12.84' Chord: 25.03' Course: S52°57'55"E Course In: S24°00'19"W Course
Out: N50°03'51"E Segment #18: Curve Length: 16.08' Radius: 55.50' Delta: 016° 36' 14" Tangent: 8.10' Chord: 16.03' Course: S31°38'02"E Course In: S50°03'51"W Course
Out: N66°40'05"E Segment #19: Curve Length: 6.14' Radius: 13.00' Delta: 027° 03' 40" Tangent: 3.13' Chord: 6.08' Course: S36°51'46"E Course In: N66°40'05"E Course
Out: S39°36'24"W Segment #20: Line Course: S50°23'36"E Length: 3.91' Segment #21: Line Course: S50°23'36"E Length: 25.00' Segment #22: Line Course: S50°23'36"E Length:
25.00' Segment #23: Line Course: S50°23'36"E Length: 25.00' Segment #24: Line Course: S50°23'36"E Length: 25.00' Segment #25: Line Course: S50°23'36"E Length: 25.00'
24-013 SOUTH PUGET SOUND HABITAT FOR HUMANITY PLAT (YELM) Lot Closure Report Segment #26: Line Course: S50°23'36"E Length: 25.00' Segment #27: Line Course: S50°23'36"E Length:
25.00' Segment #28: Line Course: S50°23'36"E Length: 25.00' Segment #29: Line Course: S50°23'36"E Length: 25.00' Segment #30: Line Course: S50°23'36"E Length: 25.00'
Segment #31: Line Course: S50°23'36"E Length: 33.90' Perimeter: 955.85' Area: 22893.33 Sq. Ft. Error Closure: 0.0066 Course: S16°23'04"E Error North:
-0.00634 East: 0.00187 Precision 1: 138066.67 ************************************************************************ Lot 1 Segment #1: Line Course: S39°36'24"W Length:
88.78' Segment #2: Curve Length: 20.58' Radius: 13.10' Delta: 090° 00' 00" Tangent: 13.10' Chord: 18.53' Course: S84°36'24"W Course In: N50°23'36"W Course Out: S39°36'24"W
Segment #3: Line Course: N50°23'36"W Length: 33.90' Segment #4: Line Course: N39°36'24"E Length: 101.88' 24-013 SOUTH PUGET SOUND HABITAT FOR HUMANITY PLAT (YELM) Lot Closure
Report Segment #5: Line Course: S50°23'36"E Length: 47.00' Perimeter: 292.15' Area: 4751.75 Sq. Ft. Error Closure: 0.0038 Course: S84°36'24"W Error North:
-0.00036 East: -0.00379 Precision 1: 76339.47 ************************************************************************ Plat Boundary Segment #1: Line Course: S39°36'24"W
Length: 88.78' Segment #2: Line Course: S39°36'24"W Length: 72.41' Segment #3: Line Course: S39°36'24"W Length: 88.69' Segment #4: Line Course: N50°23'36"W Length:
395.00' Segment #5: Line Course: N39°36'24"E Length: 249.88' Segment #6: Line Course: S50°23'36"E Length: 395.00' Perimeter: 1289.77' Area: 98704.43 Sq. Ft. Error Closure:
0.0000 Course: S00°00'00"E Error North: -0.00000 East: 0.00000 Precision 1: 1289760000.00
03 Habitat for Humanity Yelm - Public ROW Cost Estimate.pdf
March 14, 2025 LDC received the following costs associated with the work in the public right-of-way (ROW) for the Habitat for Humanity – Yelm Plat from
Extreme Excavation for the Warranty Bond. 1. Roadway $ 317,615.00 2. Sewer $ 104,250.00 3. Water $ 252,334.00 4. Storm $ 60,025.00 If you have any questions or concerns
with these costs, please contact me directly at (360) 634-2066 or email me at tbradley@ldccorp.com. Respectfully LDC, Inc Tyrell Bradley, P.E. Principal Engineer
04 Habitat for Humanity Yelm - Bill of Sale Water Sewer.pdf
05 Habitat for Humanity Yelm - Stormwater Maintenance Agreement.pdf RESIDENTIALAGREEMENT TO MAINTAIN
COMMERCIAL/INDUSTRIAL AGREEMENT TO MAINTAIN STORMWATER FACILITIES AND TO IMPLEMENT A POLLUTION SOUCE CONTROL PLAN BY AND BETWEEN South Puget Sound Habitat for Humanity . HEIRS, SUCCESSORS,
OR ASSIGNS (HEREINAFTER “ OWNER ”) AND City of Yelm, Washington HEREINAFTER “JURISDICTION”) The upkeep and maintenance of stormwater facilities and the implementation of pollution
source control best management practices (BMPs) is essential to the protection of water resources. All property owners are expected to conduct business in a manner that promotes environmental
protection. This Agreement contains specific provisions with respect to maintenance of stormwater facilities and use of pollution source control BMPs. LEGAL DESCRIPTION: (PER STATUTARY
WARRANTY DEED AF #4742143) BOUNDARY LINE ADJUSTMENT NO. BLA-05-0784YL, AS RECORDED DECEMBER 11, 2006 UNDER AUDITORS FILE NO. 3887051 Whereas, Owner has constructed improvements,
including but not limited to, buildings, pavement, and stormwater facilities on the property described above. In order to further the goals of the Jurisdiction to ensure the protection
and enhancement of Jurisdiction’s water resources, the Jurisdiction and Owner hereby enter into this Agreement. The responsibilities of each party to this Agreement are identified
below. Owner SHALL: (1) Implement the stormwater facility maintenance program included herein as Attachment “A.” (2) Implement the pollution source control program included
herein as Attachment “B.” (3) Maintain a record (in the form of a log book) of steps taken to implement the programs referenced in (1) and (2) above. The log book shall be available
for inspection by Jurisdiction staff during normal business hours. The log book shall catalog the action taken, who took it, when it was done, how it was done, and any problems encountered
or follow-on actions recommended. Maintenance items (“problems”) listed in Attachment “A” shall be inspected on a monthly or more frequent basis as necessary. Owner is encouraged
to photocopy the individual checklists in Attachment A and use them to complete its monthly inspections. These completed checklists would then, in combination, comprise the monthly
log book. (4) Submit an annual report to the Jurisdiction regarding implementation of the programs referenced in (1) and (2) above. The report must be submitted on or before May 15
of each calendar year and shall contain, at a minimum, the following: (a) Name, address, and telephone number of the business, the person, or the firm responsible for plan implementation,
and the person completing the report. (b) Time period covered by the report. (c) A chronological summary of activities conducted to implement the programs referenced in (1) and (2)
above. A photocopy of the applicable sections of the log book, with any additional explanation needed, shall normally suffice. For any activities conducted by paid parties not affiliated
with Owner , include a copy of the invoice for services. (d) An outline of planned activities for the next year. THE JURISDICTION SHALL: (1) Provide technical assistance to Owner
in support of its operation and maintenance activities conducted pursuant to its maintenance and source control programs. Said assistance shall be provided upon request, and as
Jurisdiction time and resources permit, at no charge to Owner . (2) Review the annual report and conduct a minimum of one (1) site visit per year to discuss performance and problems
with Owner . (3) Review this agreement with Owner and modify it as necessary at least once every three (3) years. REMEDIES: (1) If the Jurisdiction determines that maintenance
or repair work is required to be done to the stormwater facility existing on the Owner’s property, the Jurisdiction shall give the owner of the property within which the drainage
facility is located, and the person or agent in control of said property, notice of the specific maintenance and/or repair required. The Jurisdiction shall set a reasonable time in
which such work is to be completed by the persons who were given notice. If the above required maintenance and/or repair is not completed within the time set by the Jurisdiction, written
notice will be sent to the persons who were given notice stating the Jurisdiction’s intention to perform such maintenance and bill the owner for all incurred expenses. The Jurisdiction
may also revoke stormwater utility rate credits for the quality component or invoke surcharges to the quantity component of the bill if required maintenance is not performed. (2) If
at any time the Jurisdiction determines that the existing system creates any imminent threat to public health or welfare, the Jurisdiction may take immediate measures to remedy said
threat. No notice to the persons listed in (1), above, shall be required under such circumstances. (3) The owner grants unrestricted authority to the Jurisdiction for access to any
and all stormwater system features for the purpose of performing maintenance or repair as may become necessary under Remedies (1) and/or (2). (4) The persons listed in (1), above,
shall assume all responsibility for the cost of any maintenance and for repairs to the stormwater facility. Such responsibility shall include reimbursement to the Jurisdiction within
30 days of the receipt of the invoice for any such work performed. Overdue payments will require payment of interest at the current legal rate for liquidated judgments. If legal action
ensues, any costs or fees incurred by the Jurisdiction will be borne by the parties responsible for said reimbursements. (5) The owner hereby grants to the Jurisdiction a lien against
the above-described property in an amount equal to the cost incurred by the Jurisdiction to perform the maintenance or repair work described herein. This Agreement is intended to protect
the value and desirability of the real property described above and to benefit all the citizens of the Jurisdiction. It shall run with the land and be binding on all parties having
or acquiring from Owner or their successors any right, title, or interest in the property or any part thereof, as well as their title, or interest in the property or any part thereof,
as well as their heirs, successors, and assigns. They shall inure to the benefit of each present or future successor in interest of said property or any part thereof, or interest therein,
and to the benefit of all citizens of the Jurisdiction. Signed this day of , 20 Owner Public Works Director STATE OF WASHINGTON ) ) ss COUNTY OF THURSTON ) On
this day and year below, personally appeared before me , to me known to be the of , and who executed the within and foregoing instrument and acknowledged that he/she signed
the same as his/her own free and voluntary act and deed on behalf of themselves or as corporate officers of the named corporation with the full authority, for the uses and purposes
herein mentioned. Given under my hand and seal this ________ day of ______________, 20____. Notary Public in and for the State of Washington, residing at My commission expires:
STATE OF WASHINGTON ) ) ss COUNTY OF THURSTON ) On this day and year below, personally appeared before me , to me known to be the Public Works Director of the
City of Yelm, a Municipal Corporation, who executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said Municipal Corporation
for the uses and purposes therein mentioned and on oath states he is authorized to execute the said instrument. Given under my hand and seal this ___ day of _________, 20 . Notary
Public in and for the State of Washington, residing at My commission expires: Operation and Maintenance Manual Habitat for Humanity – Yelm Plat Yelm, WA Parcel: 22719230700
Prepared By: LDC Inc. 321 Cleveland Ave SE, Suite 209 Tumwater, WA 98501 March 2025 ATTACHMENT A LDC Inc . Habitat for Humanity – Yelm Plat Operation and Maintenance Manual
OPERATION AND MAINTENANCE MANUAL / STORMWATER FACILITY MAINTENANCE PROGRAM HABITAT FOR HUMANITY – YELM PLAT 407 LONGMIRE ST NW, YELM PARCEL NUMBERS: 22719230700 SECTION 1: PROJECT
DESCRIPTION Description of Drainage System and Facilities serving the site: The proposed project improvements are considered to be four drainage basins. Stormwater runoff within Basin
1 will be collected by catch basins and conveyed to a bioretention pond where the stormwater runoff will receive enhanced treatment before fully infiltrating on-site. Stormwater runoff
from the roof areas in Basin 2 will be conveyed to individual infiltration facilities located on each proposed lot where the stormwater runoff will be fully infiltrated. Stormwater
runoff within Basin 3 will sheet flow to an infiltration pond located within the rightof-way of Longmire Street NW to account for the stormwater runoff that can no longer enter the
City system located along Coates Ave NW. Stormwater runoff within Basin 4 will continue to flow into the City system located along Coates Ave NW. Typical maintenance of the stormwater
system includes removing debris from catch basin grates, removing sediment from pipes, catch basins, infiltration facilities, and bioretention pond, as well as typical bioretention
pond maintenance such as replacing the bioretention soil media. The drawings of the stormwater facilities are found in Appendix 4 of the Stormwater Site Plan. See Appendix 3 of the
Stormwater Site Plan for a Basin Map Exhibits as well. SECTION 2: MAINTENANCE IMPORTANCE AND INTENT Intent: The importance of maintenance for the proper functioning of stormwater
control facilities cannot be over-emphasized. A substantial portion of failures (clogging of filters, resuspension of sediments, loss of storage capacity, etc.) are due to inadequate
maintenance. Stormwater BMP maintenance is essential to ensure that BMPs function as intended throughout their full life cycle. The fundamental goals of maintenance activities are
to ensure the entire flow regime and treatment train designed for this site continue to fully function. For this site these include: • Maintain designed stormwater infiltration capacity
• Maintain designed stormwater detention/retention volume • Maintain ability to safely convey design stormwater flows • Maintain ability to treat stormwater runoff quality LDC Inc .
Habitat for Humanity – Yelm Plat Operation and Maintenance Manual • Preserve soil and plant health, as well as stormwater flow contact with plant and soil systems • Clearly identify
systems so they can be protected • Keep maintenance costs low • Prevent large-scale or expensive stormwater system failures • Prevent water quality violations or damage to downstream
properties The intent of this section and manual is to pass on to the responsible party(s) all the information critical to understand the design of the system, risks and considerations
for proper use, suggestions for maintenance frequencies, and cost so that realistic budgets can be established. SECTION 3: RESPONSIBLE PARTIES Owner Information: South Puget Sound
Habitat for Humanity will be responsible for maintaining the community bioretention pond and associated conveyance systems until the homeowner’s association (HOA) takes over responsibility.
The individual lot owners will be responsible for maintain their roof drywells. The stormwater facilities maintenance plan will be kept in safe and well-known place and will be made
available for inspection to the City upon request. See the general requirements below regarding frequency of inspections. SECTION 4: FACILITIES REQUIRING MAINTENANCE General Requirements:
1. Maintenance Required – all stormwater facilities shall be maintained in accordance with this maintenance program, the drainage report for the Habitat for Humanity – Yelm Plat project,
and the most current version of the City of Yelm Design Standards. 2. Minimum Standards – the following are the minimum standards for the maintenance of this project’s stormwater
facilities. a. Facilities shall be inspected annually and cleared of debris, sediment, and vegetation when they affect the functionality and/or design capacity of the facility.
b. Landscape and lawn/turf areas shall be inspected quarterly and mowed and replanted as necessary. Clippings are to be removed and properly disposed of. c. Where lack of maintenance
is causing or contributing to a water quality problem, immediate action shall be taken to correct the problem. Within one month, after initial recognition of the problem, a City of
Yelm inspector may revisit the facility to assure that the problem has been rectified at his or her convenience. 3. Disposal of Waste from Maintenance Activities – disposal of waste
from maintenance activities shall be conducted in accordance with City of Yelm’s waste disposal standards. LDC Inc . Habitat for Humanity – Yelm Plat Operation and Maintenance
Manual 4. Compliance – property owners are responsible for the maintenance, operation or repair of stormwater drainage systems, and project installed BMPs. Property owners shall maintain,
operate, and repair these facilities in accordance with the requirements of this maintenance program, the drainage report, and the most current edition of the Department of Ecology
Stormwater Management Manual of Western Washington (SWMMWW). SECTION 5: MAINTENANCE INSTRUCTIONS The parties responsible for maintenance must review and apply the maintenance requirements
contained herein. These maintenance instructions outline conditions for determining if maintenance actions are required, as identified through inspection. However, they are not intended
to be measures of the facility’s required condition at all times between inspections. Exceedance of these conditions at any time between inspections or maintenance activity does not
automatically constitute a violation of these standards. However, based upon inspection observations, the inspection and maintenance presented in the checklists shall be adjusted to
minimize the length of time that a facility is in a condition that requires a maintenance action. For facilities not owned and maintained by the city, a log of maintenance activity
that indicates what actions were taken must be kept on site and be available for inspection by the city. Inspection Program: 1. Inspection – it will be the responsibility of the
Owner to complete the necessary stormwater inspection tasks stated herein and prepare the inspection reports that will be submitted to the city of Yelm. Inspection reports shall be
submitted annually or at the City of Yelm’s request. 2. Records – the Owner shall keep records of the following; a. As-built plans and locations of installed stormwater facilities.
b. Findings of fact from any exemption granted by the City of Yelm. c. Operation and maintenance requirements and records of inspection maintenance actions and frequencies d. Declaration
of Covenant associated with the maintenance and operation of stormwater facilities. e. Any pertinent engineering reports. It is important to keep all of the stormwater system components
free of debris and sediment, because if they get clogged the stormwater system will fail and will not meet water quality and flow control standards. Maintenance activities for the bioretention
pond, infiltration facilities, flow control structures, conveyance pipes, and the catch basins include but are not limited to the actions listed in Appendix A. LDC Inc . Habitat
for Humanity – Yelm Plat Operation and Maintenance Manual SECTION 6: VEGETATION MAINTENANCE Refer to the landscape plans for the planting schedule of the project site. SECTION 7:
POLLUTION SOURCE CONTROL MEASURES 1. Avoid the activity or reduce its occurrence: If possible, avoid the activity or do it less frequently. Is there a substitute process or a different
material available to get the job done? Can a larger run of a process be performed at one time, thus reducing the number of times per week or month it needs to be repeated? For instance,
raw materials could be delivered close to the time of use instead of being stockpiled and exposed to the weather. Perhaps the site could avoid one solvent-washing step altogether. Apply
lawn care chemicals following directions and only as needed. Many lawns are excessively fertilized. Do not apply herbicides right before it rains. Ecology or the Thurston County Department
of Public Health and Social Services can provide pollution prevention assistance. 2. Move activities under shelter: Sometimes it is fairly easy to move an activity indoors out of
the weather. The benefits of this are twofold; preventing runoff contamination, and providing for easier, more controlled cleanup if a spill occurs. An example would be unloading and
storing barrels of chemicals inside a garage area instead of doing it outside. Please be aware that moving storage areas indoors may require installation of fire suppression equipment
or other building modifications as required by the International Building Code (IBC), the International Fire Code or local ordinances. 3. Clean up spills quickly: Promptly contain
and clean up solid and liquid pollutant leaks and spills on any exposed soil, vegetation, or paved area. Commercial spill kits are available, but readily available absorbents such as
kitty litter also work well in many cases. Promptly repair or replace all leaking connections, pipes, hoses, valves, etc., which can contaminate stormwater. 4. Use less material:
Don’t buy or use more material than you really need. This not only helps keep potential disposal, storage, and pollution problems to a minimum, but will probably save money, too.
5. Use the least toxic materials available: Investigate the use of materials that are less toxic than what is used now. Perhaps a caustictype detergent or a solvent could be replaced
with a more environmentally friendly product. Such a change might allow the site to discharge process water to the sanitary sewer instead of paying for expensive disposal. Remember
that even if using a biodegradable product, nothing but uncontaminated water is allowed to enter the stormwater drainage system. 6. Create and maintain vegetated areas near activity
locations: Vegetation of various kinds can help filter pollutants out of stormwater, so it is advisable to route stormwater through vegetated areas located near the activity. For instance,
many parking lots contain grassy islands, typically formed in a “hump.” By creating those islands as LDC Inc . Habitat for Humanity – Yelm Plat Operation and Maintenance Manual depressions
instead of humps, they can be used to treat runoff from the parking lot or roof. Also, don’t forget the erosion control benefits of vegetation at a site. 7. Locate activities as far
as possible from surface drainage paths: Activities located as far as possible from known drainage paths, ditches, streams, other water bodies, and storm drains will be less likely
to pollute, since it will take longer for material to reach the drainage feature. This gives more time to react to a spill, or if it is a “housekeeping” issue, may protect the local
waters long enough for you to clean up the area around the activity. Don’t forget that groundwater protection is important throughout the region, no matter where the activity is located,
so the actions taken on your site on a day-to-day basis are always important, even in dry weather. 8. Maintain stormwater drainage systems Pollutants can concentrate over time in
storm drainage structures such as catch basins, ditches, and storm drains. When a large storm event occurs, it can mobilize these pollutants and carry them to receiving waters. Develop
and implement maintenance practices, inspections, and schedules for treatment facilities (e.g., detention ponds, oil/water separators, vegetated swales). Clean oils, debris, sludge,
etc., from all BMP systems regularly, including catch basins, settling/detention basins, oil/water separators, boomed areas, and conveyance systems, to prevent the contamination of
stormwater. Promptly repair or replace all substantially cracked or otherwise damaged paved secondary containment, high-intensity parking, and any other drainage areas that are subjected
to pollutant material leaks or spills. Also repair or replace all leaking connections, pipes, hoses, valves, etc., which can contaminate stormwater. Requirements for cleaning stormwater
facilities are discussed in Volume IV of the 2019 Ecology Manual, specifically BMP S417. Maintenance standards can be found in Chapter 3, Appendix 3B. 9. Reduce, reuse, and recycle
as much as possible Always look for ways to recycle instead of just disposing. This can save money as well as keep both hazardous and non-hazardous materials out of the landfills.
Learn more about other businesses that have made process changes allowing recycling of chemicals by calling Ecology at 1-800-RECYCLE and requesting publications No. 92-45 and No. 90-22.
Another unique recycling opportunity for businesses is available through the Industrial Materials Exchange. This free service acts as a waste or surplus “matchmaker,” helping one company’s
waste become another company’s asset. For instance, waste vegetable oil can become biofuel for another business. Call Industrial Materials Exchange at (206) 625-6232 to list potentially
usable solid or chemical waste in their publication. 10. Be an advocate for stormwater pollution prevention Help friends, neighbors, and business associates find ways to reduce stormwater
pollution in their activities. Most people want clean water and do not pollute intentionally. Share your ideas and the BMPs in this chapter to get them thinking about how their everyday
activities effect water quality. LDC Inc . Habitat for Humanity – Yelm Plat Operation and Maintenance Manual 11. Report problems We all must do our part to protect water, fish,
wildlife, and our own health by implementing proper BMPs, and reporting water quality problems that we observe. Contact your jurisdiction about the department that should be contacted
in case of a spill. You may also contact Ecology’s Southwest Regional Office at (360) 407-6300. 12. Provide oversight and training Assign one or more individuals at your place of
business to be responsible for stormwater pollution control. Hold regular meetings to review the overall operation of BMPs. Establish responsibilities for inspections, operation and
maintenance (O&M), documentation, and availability for emergency situations. Train all team members in the operation, maintenance, and inspection of BMPs and reporting procedures.
13. Dust control Sweep paved material handling and storage areas regularly as needed, to collect and dispose of dust and debris that could contaminate stormwater. Do not hose down
pollutants from any area to the ground, storm drain, conveyance ditch, or receiving water. 14. Eliminate illicit connections An illicit connection is formally defined in the city’s
NPDES Municipal Stormwater Permit, but generally includes any connection to the city stormwater system that is not intended, permitted, or used for collecting and conveying stormwater.
A common problem with the stormwater drainage system for most communities is the existence of illicit connections of wastewater to the storm drainage system. Wastewater other than stormwater
runoff, such as wash water, must be discharged to a wastewater collection system, and may not be discharged to a storm drainage system (the storm drainage system does not drain to a
wastewater treatment plant). Many businesses and residences have internal building drains, sump overflows, process wastewater discharges, and even sanitary sewer and septic system pipes
that were connected to the nearby storm drainage system in the past as a matter of course. All businesses and residences must examine their plumbing systems to determine if illicit
connections exist. Any time it is found that toilets, sinks, appliances, showers and bathtubs, floor drains, industrial process waters, and/or other indoor activities are connected
to the stormwater drainage system, these connections must be immediately rerouted to the sanitary or septic system, holding tanks, or a process treatment system. 15. Dispose of waste
properly Every business and residence in the city must dispose of solid and liquid wastes and contaminated stormwater properly. There are generally four options for disposal depending
on the type of materials. These options include: • Sanitary sewer and septic systems • Recycling facilities • Municipal solid waste disposal facilities • Hazardous waste treatment,
storage, and disposal facilities LDC Inc . Habitat for Humanity – Yelm Plat Operation and Maintenance Manual APPENDIX A OPERATIONS AND MAINTENANCE STANDARDS Appendix V-A: BMP
Maintenance Tables Ecology intends the facility-specific maintenance standards contained in this section to be conditions for determining if maintenance actions are required as identified through in
spection. Recognizing that Permittees have limited maintenance funds and time, Ecology does not require that a Permittee perform all these maintenance activities on all their stormwater BMPs. We leav
e the determination of importance of each maintenance activity and its priority within the stormwater program to the Permittee. We do expect, however, that sufficient maintenance will occur to ensur
e that the BMPs continue to operate as designed to protect ground and surface waters. Ecology doesn’t intend that these measures identify the facility's required condition at all times between inspec
tions. In other words, exceedance of these conditions at any time between inspections and/or maintenance does not automatically constitute a violation of these standards. However, based upon inspecti
on observations, the Permittee shall adjust inspection and maintenance schedules to minimize the length of time that a facility is in a condition that requires a maintenance action.
Maintenance Component Defect Conditions When Maintenance Is Needed Results Expected When Maintenance Is Performed General Trash & Debris Any trash and debris which exceed 1 cubic feet per 1,000 sq
uare feet. In general, there should be no visual evidence of dumping. If less than threshold all trash and debris will be removed as part of next scheduled maintenance. Trash and debris cleared fro
m site Poisonous Vegetation and noxious weeds Any poisonous or nuisance vegetation which may constitute a hazard to maintenance personnel or the public. Any evidence of noxious weeds as defined
by State or local regulations. (Apply requirements of adopted IPM policies for the use of herbicides). No danger of poisonous vegetation where maintenance personnel or the public might normally be. (
Coordinate with local health department) Complete eradication of noxious weeds may not be possible. Compliance with State or local eradication policies required Contaminants and Pollution
Any evidence of oil, gasoline, contaminants or other pollutants (Coordinate removal/cleanup with local water quality response agency). No contaminants or pollutants present. Rodent Holes
Any evidence of rodent holes if facility is acting as a dam or berm, or any evidence of water piping through dam or berm via rodent holes. Rodents destroyed and dam or berm repaired. (Coordinate wi
th local health department; coordinate with Ecology Dam Safety Office if pond exceeds 10 acre-feet.) Beaver Dams Dam results in change or function of the facility. Facility is returned to design fu
nction. (Coordinate trapping of beavers and removal of dams with appropriate permitting agencies) Insects When insects such as wasps and hornets interfere with maintenance activities.
Insects destroyed or removed from site. Apply insecticides in compliance with adopted IPM policies Tree Growth and Hazard Trees Tree growth does not allow maintenance and inspection access or int
erferes with maintenance activity (i.e., slope mowing, silt removal, vactoring, or equipment movements). If trees are not interfering with access or maintenance, do not remove If dead, diseased, or
dying trees are identified (Use a certified Arborist to determine health of tree or removal requirements) Trees do not hinder maintenance activities. Harvested trees should be recycled into mulch or
other beneficial uses (e.g., alders for firewood). Remove hazard Trees Side Slopes of Pond Erosion Eroded damage over 2 inches deep where cause of damage is still present or where there is
potential for continued erosion. Any erosion observed on a compacted berm embankment. Slopes should be stabilized using appropriate erosion control measure(s); e.g.,rock reinforcement, planting
of grass, compaction. If erosion is occurring on compacted berms a licensed engineer in the state of Washington should be consulted to resolve source of erosion. Storage Area Sediment
Accumulated sediment that exceeds 10% of the designed pond depth unless otherwise specified or affects inletting or outletting condition of the facility. Sediment cleaned out to designed pond shape
and depth; pond reseeded if necessary to control erosion. Table V-A.1: Maintenance Standards - Detention Ponds 2019StormwaterManagementManualforWesternWashington VolumeV-AppendixA-Page1005
Maintenance Component Defect Conditions When Maintenance Is Needed Results Expected When Maintenance Is Performed Liner (if Applicable) Liner is visible and has more than three 1/4-inch holes in it
. Liner repaired or replaced. Liner is fully covered. Ponds Berms (Dikes) Settlements Any part of berm which has settled 4 inches lower than the design elevation If settlement is apparent,
measure berm to determine amount of settlement Settling can be an indication of more severe problems with the berm or outlet works. A licensed engineer in the state of Washington should be consulte
d to determine the source of the settlement. Dike is built back to the design elevation. Piping Discernable water flow through pond berm. Ongoing erosion with potential for erosion to continue.
(Recommend a Goethechnical engineer be called in to inspect and evaluate condition and recommend repair of condition. Piping eliminated. Erosion potential resolved. Emergency Overflow/
Spillway and Berms over 4 feet in height Tree Growth Tree growth on emergency spillways creates blockage problems and may cause failure of the berm due to uncontrolled overtopping.
Tree growth on berms over 4 feet in height may lead to piping through the berm which could lead to failure of the berm. Trees should be removed. If root system is small (base less than 4 inches) th
e root system may be left in place. Otherwise the roots should be removed and the berm restored. A licensed engineer in the state of Washington should be consulted for proper berm/spillway restorat
ion. Piping Discernable water flow through pond berm. Ongoing erosion with potential for erosion to continue. (Recommend a Geotechnical engineer be called in to inspect and evaluate condition and
recommend repair of condition. Piping eliminated. Erosion potential resolved. Emergency Overflow/Spillway Emergency Overflow/Spillway Only one layer of rock exists above native soil in area fi
ve square feet or larger, or any exposure of native soil at the top of out flow path of spillway. (Rip-rap on inside slopes need not be replaced.) Rocks and pad depth are restored to design standards
. Erosion See "Side Slopes of Pond" Table V-A.1: Maintenance Standards - Detention Ponds (continued) Maintenance Component Defect Conditions When Maintenance Is Needed Results
Expected When Maintenance Is Performed General Trash & Debris See Table V-A.1: Maintenance Standards - Detention Ponds See Table V-A.1: Maintenance Standards - Detention Ponds Poisonous/Noxious
Vegetation See Table V-A.1: Maintenance Standards - Detention Ponds See Table V-A.1: Maintenance Standards - Detention Ponds Contaminants and Pollution See Table V-A.1: Maintenance Standards - De
tention Ponds See Table V-A.1: Maintenance Standards - Detention Ponds Rodent Holes See Table V-A.1: Maintenance Standards - Detention Ponds See Table V-A.1: Maintenance Standards - Detention Ponds
Storage Area Sediment Water ponding in infiltration pond after rainfall ceases and appropriate time allowed for infiltration. Treatment basins should infiltrate Water Quality Design Storm Volume
within 48 hours, and empty within 24 hours after cessation of most rain events. Sediment is removed and/or facility is cleaned so that infiltration system works according to design.
Table V-A.2: Maintenance Standards - Infiltration 2019StormwaterManagementManualforWesternWashington VolumeV -AppendixA-Page1006 Maintenance Component Defect Conditions When Maintenance
Is Needed Results Expected When Maintenance Is Performed (A percolation test pit or test of facility indicates facility is only working at 90% of its designed capabilities. Test every 2 to 5 yea
rs. If two inches or more sediment is present, remove). Filter Bags (if applicable) Filled with Sediment and Debris Sediment and debris fill bag more than 1/2 full. Filter bag is replaced or
system is redesigned. Rock Filters Sediment and Debris By visual inspection, little or no water flows through filter during heavy rain storms. Gravel in rock filter is replaced. Side Slopes of Po
nd Erosion See Table V-A.1: Maintenance Standards - Detention Ponds See Table V-A.1: Maintenance Standards - Detention Ponds Emergency Overflow Spillway and Berms over 4 feet in height.
Tree Growth See Table V-A.1: Maintenance Standards - Detention Ponds See Table V-A.1: Maintenance Standards - Detention Ponds Piping See Table V-A.1: Maintenance Standards - Detention Ponds
See Table V-A.1: Maintenance Standards - Detention Ponds Emergency Overflow Spillway Rock Missing See Table V-A.1: Maintenance Standards - Detention Ponds See Table V-A.1: Maintenance Standards -
Detention Ponds Erosion See Table V-A.1: Maintenance Standards - Detention Ponds See Table V-A.1: Maintenance Standards - Detention Ponds Pre-settling Ponds and Vaults Facility or sump filled
with Sediment and/or debris 6" or designed sediment trap depth of sediment. Sediment is removed. Table V-A.2: Maintenance Standards - Infiltration (continued) Maintenance Component
Defect Conditions When Maintenance is Needed Results Expected When Maintenance is Performed Storage Area Plugged Air Vents One-half of the cross section of a vent is blocked at any point or
the vent is damaged. Vents open and functioning. Debris and Sediment Accumulated sediment depth exceeds 10% of the diameter of the storage area for 1/2 length of storage vault or any point
depth exceeds 15% of diameter. (Example: 72-inch storage tank would require cleaning when sediment reaches depth of 7 inches for more than 1/2 length of tank.) All sediment and debris removed f
rom storage area. Joints Between Tank/Pipe Section Any openings or voids allowing material to be transported into facility. (Will require engineering analysis to determine structural stability).
All joint between tank/pipe sections are sealed. Tank Pipe Bent Out of Shape Any part of tank/pipe is bent out of shape more than 10% of its design shape. (Review required by engineer to determi
ne structural stability). Tank/pipe repaired or replaced to design. Vault Structure Includes Cracks in Wall, Bottom, Damage to Frame and/or Top Slab Cracks wider than 1/2-inch and any evidence o
f soil particles entering the structure through the cracks, or maintenance/inspection personnel determines that the vault is not structurally sound. Cracks wider than 1/2-inch at the joint of any
inlet/outlet pipe or any evidence of soil particles entering the vault through the walls. Vault replaced or repaired to design specifications and is structurally sound. No cracks more than 1/4-in
ch wide at the joint of the inlet/outlet pipe. Table V-A.3: Maintenance Standards - Closed Detention Systems (Tanks/Vaults) 2019StormwaterManagementManualforWesternWashington VolumeV-AppendixA-Page1
007 Maintenance Component Defect Conditions When Maintenance is Needed Results Expected When Maintenance is performed General Trash & Debris Trash or debris which is located immediately in f
ront of the catch basin opening or is blocking inletting capacity of the basin by more than 10%. Trash or debris (in the basin) that exceeds 60 percent of the sump depth as measured from the botto
m of basin to invert of the lowest pipe into or out of the basin, but in no case less than a minimum of six inches clearance from the debris surface to the invert of the lowest pipe.
Trash or debris in any inlet or outlet pipe blocking more than 1/3 of its height. Dead animals or vegetation that could generate odors that could cause complaints or dangerous gases (e.g., methan
e). No Trash or debris located immediately in front of catch basin or on grate opening. No trash or debris in the catch basin. Inlet and outlet pipes free of trash or debris. No dead animals or
vegetation present within the catch basin. Sediment Sediment (in the basin) that exceeds 60 percent of the sump depth as measured from the bottom of basin to invert of the lowest pipe into or ou
t of the basin, but in no case less than a minimum of 6 inches clearance from the sediment surface to the invert of the lowest pipe. No sediment in the catch basin Structure Damage to
Frame and/or Top Slab Top slab has holes larger than 2 square inches or cracks wider than 1/4 inch. (Intent is to make sure no material is running into basin). Frame not sitting flush on top slab
, i.e., separation of more than 3/4 inch of the frame from the top slab. Frame not securely attached Top slab is free of holes and cracks. Frame is sitting flush on the riser rings or top slab
and firmly attached. Fractures or Cracks in Basin Walls/ Bottom Maintenance person judges that structure is unsound. Grout fillet has separated or cracked wider than 1/2 inch and longer than 1 f
oot at the joint of any inlet/outlet pipe or any evidence of soil particles entering catch basin through cracks. Basin replaced or repaired to design standards. Pipe is regrouted and secure at b
asin wall. Settlement/ Misalignment If failure of basin has created a safety, function, or design problem. Basin replaced or repaired to design standards. Vegetation Vegetation growing across an
d blocking more than 10% of the basin opening. Vegetation growing in inlet/outlet pipe joints that is more than six inches tall and less than six inches apart. No vegetation blocking opening to ba
sin. No vegetation or root growth present. Contamination and Pollution See Table V-A.1: Maintenance Standards - Detention Ponds No pollution present. Catch Basin Cover Cover Not in Place
Cover is missing or only partially in place. Any open catch basin requires maintenance. Cover/grate is in place, meets design standards, and is secured Locking Mechanism Not Working
Mechanism cannot be opened by one maintenance person with proper tools. Bolts into frame have less than 1/2 inch of thread. Mechanism opens with proper tools. Cover Difficult to
Remove One maintenance person cannot remove lid after applying normal lifting pressure. (Intent is keep cover from sealing off access to maintenance.) Cover can be removed by one maintenance pers
on. Ladder Ladder Rungs Unsafe Ladder is unsafe due to missing rungs, not securely attached to basin wall, misalignment, rust, cracks, or sharp edges. Ladder meets design standards and allows mai
ntenance person safe access. Metal Grates (If Applicable) Grate opening Unsafe Grate with opening wider than 7/8 inch. Grate opening meets design standards. Trash and Debris Trash and debris tha
t is blocking more than 20% of grate surface inletting capacity. Grate free of trash and debris. Damaged or Missing. Grate missing or broken member(s) of the grate. Grate is in place, meets the de
sign standards, and is installed and aligned with the flow path. Table V-A.5: Maintenance Standards - Catch Basins 2019StormwaterManagementManualforWesternWashington VolumeV-AppendixA-Page1009
Maintenance Component Recommended Frequency a Condition when Maintenance is Needed (Standards) Action Needed (Procedures)Inspection Routine Maintenance Facility Footprint
Earthen side slopes and berms B, S Erosion (gullies/ rills) greater than 2 inches deep around inlets, outlet, and alongside slopes l Eliminate cause of erosion and stabilize damaged area (regr
ade, rock, vegetation, erosion control matting) l For deep channels or cuts (over 3 inches in ponding depth), temporary erosion control measures should be put in place until permanent repai
rs can be made. l Properly designed, constructed and established facilities with appropriate flow velocities should not have erosion problems except perhaps in extreme events. If erosion probl
ems persist, the following should be reassessed: (1) flow volumes from contributing areas and bioretention facility sizing; (2) flow velocities and gradients within the facility; and
(3) flow dissipation and erosion protection strategies at the facility inlet. A Erosion of sides causes slope to become a hazard Take actions to eliminate the hazard and stabilize slopes
A, S Settlement greater than 3 inches (relative to undisturbed sections of berm) Restore to design height A, S Downstream face of berm wet, seeps or leaks evident Plug any holes and compact ber
m (may require consultation with engineer, particularly for larger berms) A Any evidence of rodent holes or water piping in berm l Eradicate rodents (see "Pest control") l
Fill holes and compact (may require consultation with engineer, particularly for larger berms) Concrete sidewalls A Cracks or failure of concrete sidewalls l Repair/ seal cracks
l Replace if repair is insufficient Rockery sidewalls A Rockery side walls are insecure Stabilize rockery sidewalls (may require consultation with engineer, particularly for walls 4 feet or grea
ter in height) Facility area All maintenance visits (at least biannually) Trash and debris present Clean out trash and debris Facility bottom area A, S Accumulated sediment to extent that infiltr
ation rate is reduced (see "Ponded water") or surface storage capacity significantly impacted l Remove excess sediment l Replace any vegetation damaged or destroyed by sediment accumulati
on and removal l Mulch newly planted vegetation l Identify and control the sediment source (if feasible) l If accumulated sediment is recurrent, consider adding presettlement or install
ing berms to create a forebay at the inlet During/after fall leaf drop Accumulated leaves in facility Remove leaves if there is a risk to clogging outlet structure or water flow is impeded
Low permeability check dams and weirs A, S Sediment, vegetation, or debris accumulated at or blocking (or having the potential to block) check dam, flow control weir or orifice
Clear the blockage A, S Erosion and/or undercutting present Repair and take preventative measures to prevent future erosion and/or undercutting A Grade board or top of weir damaged or not level
Restore to level position Table V-A.21: Maintenance Standards - Bioretention Facilities 2019StormwaterManagementManualforWesternWashington VolumeV-AppendixA-Page1019 Maintenance Component
Recommended Frequency a Condition when Maintenance is Needed (Standards) Action Needed (Procedures)Inspection Routine Maintenance Ponded water B, S Excessive ponding water: Water overflo
ws during storms smaller than the design event or ponded water remains in the basin 48 hours or longer after the end of a storm. Determine cause and resolve in the following order:
1. Confirm leaf or debris buildup in the bottom of the facility is not impeding infiltration. If necessary, remove leaf litter/debris. 2. Ensure that underdrain (if present) is not clogg
ed. If necessary, clear underdrain. 3. Check for other water inputs (e.g., groundwater, illicit connections). 4. Verify that the facility is sized appropriately for the contributing area. Conf
irm that the contributing area has not increased. If steps #1-4 do not solve the problem, the bioretention soil is likely clogged by sediment accumulation at the surface or has become overly
compacted. Dig a small hole to observe soil profile and identify compaction depth or clogging front to help determine the soil depth to be removed or otherwise rehabilitated (e.g., tilled). Consu
ltation with an engineer is recommended. Bioretention soil mix As needed Bioretention soil mix protection is needed when performing maintenance requiring entrance into the facility footprint
l Minimize all loading in the facility footprint (foot traffic and other loads) to the degree feasible in order to prevent compaction of bioretention soils. l Never drive equipment or apply
heavy loads in facility footprint. l Because the risk of compaction is higher during saturated soil conditions, any type of loading in the cell (including foot traffic) should be minimized d
uring wet conditions. l Consider measures to distribute loading if heavy foot traffic is required or equipment must be placed in facility. As an example, boards may be placed across soil to dist
ribute loads and minimize compaction. l If compaction occurs, soil must be loosened or otherwise rehabilitated to original design state. Inlets/Outlets/Pipes Splash block inlet
A Water is not being directed properly to the facility and away from the inlet structure Reconfigure/ repair blocks to direct water to facility and away from structure Curb cut inlet/outlet
M during the wet season and before severe storm is forecasted Weekly during fall leaf drop Accumulated leaves at curb cuts Clear leaves (particularly important for key inlets and low points alo
ng long, linear facilities) Pipe inlet/outlet A Pipe is damaged Repair/ replace W Pipe is clogged Remove roots or debris A, S Sediment, debris, trash, or mulch reducing capacity
of inlet/outlet l Clear the blockage l Identify the source of the blockage and take actions to prevent future blockages Weekly during fall leaf drop Accumulated leaves at inlets/outlets
Clear leaves (particularly important for key inlets and low points along long, linear facilities) A Maintain access for inspections l Clear vegetation (transplant vegetation when possible) with
in 1 foot of inlets and outlets, maintain access pathways l Consultation with a landscape architect is recommended for removal, transplant, or substitution of plants Table V-A.21:
Maintenance Standards - Bioretention Facilities (continued) 2019StormwaterManagementManualforWesternWashington VolumeV -AppendixA-Page1020 Maintenance Component Recommended Frequency
a Condition when Maintenance is Needed (Standards) Action Needed (Procedures)Inspection Routine Maintenance Erosion control at inlet A Concentrated flows are causing erosion
Maintain a cover of rock or cobbles or other erosion protection measure (e.g., matting) to protect the ground where concentrated water enters the facility (e.g., a pipe, curb cut or swale)
Trash rack S Trash or other debris present on trash rack Remove/dispose A Bar screen damaged or missing Repair/replace Overflow A, S Capacity reduced by sediment or debris Remove sediment or d
ebris/dispose Underdrain pipe Clean pipe as needed Clean orifice at least biannually (may need more frequent cleaning during wet season) l Plant roots, sediment or debris reducing capacity
of underdrain l Prolonged surface ponding (see "Ponded water" l Jet clean or rotary cut debris/roots from underdrain(s) l If underdrains are equipped with a flow re
strictor (e.g., orifice) to attenuate flows, the orifice must be cleaned regularly. Vegetation Facility bottom area and upland slope vegetation Fall and Spring Vegetation survival rate falls bel
ow 75% within first two years of establishment (unless project O&M manual or record drawing stipulates more or less than 75% survival rate). l Determine cause of poor vegetation growth and cor
rect condition l Replant as necessary to obtain 75% survival rate or greater. Refer to original planting plan, or approved jurisdictional species list for appropriate plant replacements (See Appe
ndix 3 - Bioretention Plant List, in the LID Technical Guidance Manual for Puget Sound, (Hinman and Wulkan, 2012)). l Confirm that plant selection is appropriate for site growing conditions
l Consultation with a landscape architect is recommended for removal, transplant, or substitution of plants Vegetation (general) As needed Presence of diseased plants and plant material
l Remove any diseased plants or plant parts and dispose of in an approved location (e.g., commercial landfill) to avoid risk of spreading the disease to other plants l Disinfect gardening tools
after pruning to prevent the spread of disease l See the Pacific Northwest Plant Disease Management Handbook (Pscheidt and Ocamb, 2016) for information on disease recognition and for additional
resources l Replant as necessary according to recommendations provided for "facility bottom area and upland slope vegetation". Trees and shrubs All pruning seasons (timing varies by
species) Pruning as needed l Prune trees and shrubs in a manner appropriate for each species. Pruning should be performed by landscape professionals familiar with proper pruning techniques
l All pruning of mature trees should be performed by or under the direct guidance of an ISA certified arborist A Large trees and shrubs interfere with operation of the facility or access for m
aintenance l Prune trees and shrubs using most current ANSI A300 standards and ISA BMPs. l Remove trees and shrubs, if necessary. Fall and Spring Standing dead vegetation is present
l Remove standing dead vegetation l Replace dead vegetation within 30 days of reported dead and dying plants (as practical depending on weather/planting season) l If vegetation replacement is
not feasible within 30 days, and absence of vegetation may result in erosion problems, temporary erosion control measures should be put in place immediately. l Determine cause of dead vegetation
and address issue, if possible Table V-A.21: Maintenance Standards - Bioretention Facilities (continued) 2019StormwaterManagementManualforWesternWashington VolumeV-AppendixA-Page1021
Maintenance Component Recommended Frequency a Condition when Maintenance is Needed (Standards) Action Needed (Procedures)Inspection Routine Maintenance l If specific plants have a high
mortality rate, assess the cause and replace with appropriate species. Consultation with a landscape architect is recommended. Fall and Spring Planting beneath mature trees l When working aroun
d and below mature trees, follow the most current ANSI A300 standards and ISA BMPs to the extent practicable (e.g., take care to minimize any damage to tree roots and avoid compaction of soil).
l Planting of small shrubs or groundcovers beneath mature trees may be desirable in some cases; such plantings should use mainly plants that come as bulbs, bare root or in 4-inch pots; plants s
hould be in no larger than 1-gallon containers. Fall and Spring Presence of or need for stakes and guys (tree growth, maturation, and support needs) l Verify location of facility liners and un
derdrain (if any) prior to stake installation in order to prevent liner puncture or pipe damage l Monitor tree support systems: Repair and adjust as needed to provide support and prevent damage t
o tree. l Remove tree supports (stakes, guys, etc.) after one growing season or maximum of 1 year. l Backfill stake holes after removal. Trees and shrubs adjacent to vehicle travel
areas (or areas where visibility needs to be maintained) A Vegetation causes some visibility (line of sight) or driver safety issues l Maintain appropriate height for sight clearance
l When continued, regular pruning (more than one time/ growing season) is required to maintain visual sight lines for safety or clearance along a walk or drive, consider relocating the plant to
a more appropriate location. l Remove or transplant if continual safety hazard l Consultation with a landscape architect is recommended for removal, transplant, or substitution of plants
Flowering plants A Dead or spent flowers present Remove spent flowers (deadhead) Perennials Fall Spent plants Cut back dying or dead and fallen foliage and stems Emergent vegetation
Spring Vegetation compromises conveyance Hand rake sedges and rushes with a small rake or fingers to remove dead foliage before new growth emerges in spring or earlier only if the foliage is bl
ocking water flow (sedges and rushes do not respond well to pruning) Ornamental grasses (perennial) Winter and Spring Dead material from previous year's growing cycle or dead collapsed foli
age l Leave dry foliage for winter interest l Hand rake with a small rake or fingers to remove dead foliage back to within several inches from the soil before new growth emerges in spring or ear
lier if the foliage collapses and is blocking water flow Ornamental grasses (evergreen) Fall and Spring Dead growth present in spring l Hand rake with a small rake or fingers to remove dead
growth before new growth emerges in spring l Clean, rake, and comb grasses when they become too tall l Cut back to ground or thin every 2-3 years as needed Noxious weeds M (March - Octobe
r, preceding seed dispersal) Listed noxious vegetation is present (refer to current county noxious weed list) l By law, class A & B noxious weeds must be removed, bagged and disposed as garbage
immediately l Reasonable attempts must be made to remove and dispose of class C noxious weeds l It is strongly encouraged that herbicides and pesticides not be used in order to protect water qual
ity; use of herbicides and pesticides may be prohibited in some jurisdictions l Apply mulch after weed removal (see "Mulch") Weeds M (March - October, Weeds are present l
Remove weeds with their roots manually with pincer-type weeding tools, flame weeders, or hot water weeders as Table V-A.21: Maintenance Standards - Bioretention Facilities (continued)
2019StormwaterManagementManualforWesternWashington VolumeV -AppendixA-Page1022 Maintenance Component Recommended Frequency a Condition when Maintenance is Needed (Standards)
Action Needed (Procedures)Inspection Routine Maintenance preceding seed dispersal) appropriate l Follow IPM protocols for weed management (see "Additional Maintenance Resources" section for mo
re information on IPM protocols) Excessive vegetation Once in early to mid- May and once in early- to mid- September Low-lying vegetation growing beyond facility edge onto sidewalks, paths, o
r street edge poses pedestrian safety hazard or may clog adjacent permeable pavement surfaces due to associated leaf litter, mulch, and soil l Edge or trim groundcovers and shrubs at facility e
dge l Avoid mechanical blade-type edger and do not use edger or trimmer within 2 feet of tree trunks l While some clippings can be left in the facility to replenish organic material in the soil, ex
cessive leaf litter can cause surface soil clogging As needed Excessive vegetation density inhibits stormwater flow beyond design ponding or becomes a hazard for pedestrian and vehicular circula
tion and safety l Determine whether pruning or other routine maintenance is adequate to maintain proper plant density and aesthetics l Determine if planting type should be replaced to avoid ongoing
maintenance issues (an aggressive grower under perfect growing conditions should be transplanted to a location where it will not impact flow) l Remove plants that are weak, broken or not true to fo
rm; replace in-kind l Thin grass or plants impacting facility function without leaving visual holes or bare soil areas l Consultation with a landscape architect is recommended for removal, tr
ansplant, or substitution of plants As needed Vegetation blocking curb cuts, causing excessive sediment buildup and flow bypass Remove vegetation and sediment buildup Mulch Mulch
Following weeding Bare spots (without mulch cover) are present or mulch depth less than 2 inches l Supplement mulch with hand tools to a depth of 2 to 3 inches l Replenish mulch per O&M man
ual. Often coarse compost is used in the bottom of the facility and arborist wood chips are used on side slopes and rim (above typical water levels) l Keep all mulch away from woody stems
Watering Irrigation system (if any) Based on manufacturer's instructions Irrigation system present Follow manufacturer's instructions for O&M A Sprinklers or drip irrigation not directed/locat
ed to properly water plants Redirect sprinklers or move drip irrigation to desired areas Summer watering (first year) Once every 1-2 weeks or as needed during prolonged
dry periods Trees, shrubs and groundcovers in first year of establishment period l 10 to 15 gallons per tree l 3 to 5 gallons per shrub l 2 gallons water per square foot for groundcover
areas l Water deeply, but infrequently, so that the top 6 to 12 inches of the root zone is moist l Use soaker hoses or spot water with a shower type wand when irrigation system is not pres
ent o Pulse water to enhance soil absorption, when feasible Table V-A.21: Maintenance Standards - Bioretention Facilities (continued) 2019StormwaterManagementManualforWesternWashington
VolumeV-AppendixA-Page1023 Maintenance Component Recommended Frequency a Condition when Maintenance is Needed (Standards) Action Needed (Procedures)Inspection Routine Maintenance
o Pre-moisten soil to break surface tension of dry or hydrophobic soils/mulch, followed by several more passes. With this method , each pass increases soil absorption and allows more water to in
filtrate prior to runoff l Add a tree bag or slow-release watering device (e.g., bucket with a perforated bottom) for watering newly installed trees when irrigation system is not present
Summer watering (second and third years) Once every 2-4 weeks or as needed during prolonged dry periods Trees, shrubs and groundcovers in second or third year of establishment period
l 10 to 15 gallons per tree l 3 to 5 gallons per shrub l 2 gallons water per square foot for groundcover areas l Water deeply, but infrequently, so that the top 6 to 12 inches of th
e root zone is moist l Use soaker hoses or spot water with a shower type wand when irrigation system is not present o Pulse water to enhance soil absorption, when feasible
o Pre-moisten soil to break surface tension of dry or hydrophobic soils/mulch, followed by several more passes. With this method , each pass increases soil absorption and allows more water to i
nfiltrate prior to runoff Summer watering (after establishment) As needed Established vegetation (after 3 years) l Plants are typically selected to be drought tolerant and not require regula
r watering after establishment; however, trees may take up to 5 years of watering to become fully established l Identify trigger mechanisms for drought-stress (e.g., leaf wilt, leaf senescenc
e, etc.) of different species and water immediately after initial signs of stress appear l Water during drought conditions or more often if necessary to maintain plant cover
Pest Control Mosquitoes B, S Standing water remains for more than 3 days after the end of a storm l Identify the cause of the standing water and take appropriate actions to address the problem
(see "Ponded water") l To facilitate maintenance, manually remove standing water and direct to the storm drainage system (if runoff is from non pollution-generating surfaces) or sanitary s
ewer system (if runoff is from pollution-generating surfaces) after getting approval from sanitary sewer authority. l Use of pesticides or Bacillus thuringiensis israelensis (Bti) may be co
nsidered only as a temporary measure while addressing the standing water cause. If overflow to a surface water will occur within 2 weeks after pesticide use, apply for coverage under the Aquatic
Mosquito Control NPDES General Permit. Nuisance animals As needed Nuisance animals causing erosion, damaging plants, or depositing large volumes of feces l Reduce site conditions that attract
nuisance species where possible (e.g., plant shrubs and tall grasses to reduce open areas for geese, etc.) l Place predator decoys l Follow IPM protocols for specific nuisance animal i
ssues (see "Additional Maintenance Resources" section for more information on IPM protocols) l Remove pet waste regularly l For public and right-of-way sites consider adding garbage c
ans with dog bags for picking up pet waste. Insect pests Every site visit associated with Signs of pests, such as wilting leaves, chewed leaves and bark, spotting or other indicators
l Reduce hiding places for pests by removing diseased and dead plants l For infestations, follow IPM protocols (see "Additional Maintenance Resources" section for more information on IPM
Table V-A.21: Maintenance Standards - Bioretention Facilities (continued) 2019StormwaterManagementManualforWesternWashington VolumeV -AppendixA-Page1024 Maintenance Component Recommended
Frequency a Condition when Maintenance is Needed (Standards) Action Needed (Procedures)Inspection Routine Maintenance vegetation management protocols) Note that the inspection and routine
maintenance frequencies listed above are recommended by Ecology. They do not supersede or replace the municipal stormwater permit requirements for inspection frequency required of municipal stormwate
r permittees for "stormwater treatment and flow control BMPs/facilities". a Frequency: A = Annually; B = Biannually (twice per year); M = Monthly; W = At least one visit should occur during the wet
season (for debris/clog related maintenance, this inspection/maintenance visit should occur in the early fall, after deciduous trees have lost their leaves); S = Perform inspections after major s
torm events (24-hour storm event with a 10-year or greater recurrence interval). IPM - Integrated Pest Management ISA - International Society of Arboriculture Table V-A.21: Maintenance
Standards - Bioretention Facilities (continued) Component Recommended Frequency a Condition when Maintenance is Needed (Standards) Action Needed (Procedures)Inspection Routine
Maintenance Surface/Wearing Course Permeable Pavements, all A, S Runoff from adjacent pervious areas deposits soil, mulch or sediment on paving l Clean deposited soil or other materials
from permeable pavement or other adjacent surfacing l Check if surface elevation of planted area is too high, or slopes towards pavement, and can be regraded (prior to regrading, protect per
meable pavement by covering with temporary plastic and secure covering in place) l Mulch and/or plant all exposed soils that may erode to pavement surface Porous asphalt or pervious concrete
A or B None (routine maintenance) Clean surface debris from pavement surface using one or a combination of the following methods: l Remove sediment, debris, trash, vegetation, and other d
ebris deposited onto pavement (rakes and leaf blowers can be used for removing leaves) l Vacuum/sweep permeable paving installation using: o Walk-behind vacuum (sidewalks)
o High efficiency regenerative air or vacuum sweeper (roadways, parking lots) o ShopVac or brush brooms (small areas) l Hand held pressure washer or power washer with rotating brushes
Follow equipment manufacturer guidelines for when equipment is most effective for cleaning permeable pavement. Dry weather is more effective for some equipment. Ab Surface is clogged: P
onding on surface or water flows off the permeable pavement surface during a rain event (does not infiltrate) l Review the overall performance of the facility (note that small clogged areas may n
ot reduce overall performance of facility) l Test the surface infiltration rate using ASTM C1701 as a corrective maintenance indicator. Perform one test per installation, up to 2,500 square
feet. Perform an additional test for each additional 2,500 square feet up to 15,000 square feet total. Above 15,000 square feet, add one test for every 10,000 square feet. l
If the results indicate an infiltration rate of 10 inches per hour or less, then perform corrective maintenance to restore permeability. To clean clogged pavement surfaces, use one or combinatio
n of the following methods: Table V-A.22: Maintenance Standards - Permeable Pavement 2019StormwaterManagementManualforWesternWashington VolumeV-AppendixA-Page1025 LDC Inc . Habitat
for Humanity – Yelm Plat Operation and Maintenance Manual APPENDIX B STORMWATER FACILITY MAINTENANCE SUMMARY FORM Please print clearly and fill out all fields below Date: Site Address:
Site Occupant: Site Phone # Manager/Contact: Phone #: Cell#: Email: Mailing Address: Same as site address Street/P.O. Box: City: Zip Code: Property Owner: Address: Phone #: Cell#:
Email: Mailing Address: Same as site address Street/P.O. Box: City: Zip Code: Contractor(s) Information: Note: you may need more than one contractor, depending on services needed on
your site. Name: Phone #: Cell#: Email: Street/P.O. Box: City: Zip Code: Name: Phone #: Cell#: Email: Street/P.O. Box: City: Zip Code: Complete this form by August 31 (including
checklists, invoices, and any photos) and return to: 2022 Stormwater Facility Maintenance Summary Form City of Yelm Public Works 901 Rhoton Rd SE Yelm, WA 98597 Questions: 360.458.8410
2024 Stormwater Facility Maintenance Summary Form 2022 Stormwater Facility Maintenance Table Fill out sections applicable to your system Catch Basins, Maintenance holes and Control
Structures Inspection Date: ____________ Number Inspected:________ Control structures:_________ Control structure type(s): ____________________________ Okay Needs Work Date Maintenance
Completed Access to structure Structure sound Standing water below pipe level after a 24-48 hour dry period Clear of contamination, pollution or debris Inlets/outlets free of obstructions
Clear of sediment (not to exceed 1/3 of the sump depth) Control Structure only: Overflow clear of obstruction Orifice/Gate functioning Other: Other: Comments: (briefly describe issues
and how addressed) Underground Vaults, Tanks and Galleries Inspection Date: ____________ Number Inspected:________ Type(s):____________________ Okay Needs Work Date Maintenance Completed
Access to clean outs/structure Structure sound Clear of contamination, pollution or debris Inlets/outlets free of obstructions Ventilation clear of blockage Baffle structure sound Detention
Only: Less than 4 inches of sediment Standing water below pipe level after a 24-48 hour dry period Infiltration Only: No sediment/perforations clear Drains after 24-48 hour dry period
Other: Other: Comments: (briefly describe issues and how addressed) 2024 Stormwater Facility Maintenance Summary Form 2022 Stormwater Facility Maintenance Table Fill out sections applicable
to your system Ponds Inspection Date: __________ Number Inspected:________ Types:____________________ Okay Needs Work Date Maintenance Completed Maintain overgrown vegetation, removing
noxious and invasive plants. Free of trees growing in bottom and slopes of pond. Inlet/outlet pipes clear of excess sediment/vegetation/trash Sediment level less than 10% of design
depth Energy dissipaters free of erosion & sediment Clear of trash/yard waste Access/signage/fence/security Debris barriers secure, free of obstructions Free of animal/insect damage
Wet Pond only: No exposed liners, holes or bubbles Less than 25% cattails Infiltration or Dry Pond only: Drains in a 24-48 hour dry period Other: Other: Comments: (briefly describe
issues and how addressed) Swales, Ditches, Conveyance ______________________ Inspection Date: __________ Number Inspected:________ Okay Needs Work Date Maintenance Completed Inlet/outlet
pipes clear of excess sediment/vegetation/trash Maintained vegetation, removed noxious and invasive plants Energy dissipation free of erosion, sediment buildup less than 10% No ponding
during dry periods Dispersion free flowing, dispersing correctly Free flowing, dispersing correctly Debris barriers secure, structurally sound, free of debris/ obstruction Other: Other:
Comments: (briefly describe issues and how addressed) 2024 Stormwater Facility Maintenance Summary Form Bioretention Inspection Date: ___________ Number Inspected:________ Type:___________________
_____ Okay Needs Work Date Maintenance Completed Access to underdrain (If applicable) Free of animal/insect damage No ponding during dry periods Health of plants/irrigation Energy dissipation
- no sediment buildup, erosion or scouring Free of weeds, invasives and noxious plants Inlets/outlets clear of blockage/vegetation/trash Media functioning, not compacted/maintain mulch
cover Flow control/check dams/weirs functioning (if applicable) Other: Other: Comments: (briefly describe issues and how addressed) Treatment Vaults Inspection Date: ___________ Number
Inspected:________ Type________________________ Okay Needs Work Date Maintenance Completed Baffle structure sound Inlets & outlets clear of trash and debris Sediment in vaults must
be less than 4 inches High sediment water line in vault at or above filter height Standing water in vaults should drain in a 24-48 hour dry period Access to structure Structure sound
Filters only: Sediment on filters must be less than ¼ inch Filter media clean Other: Other: Comments: (briefly describe issues and how addressed) 2022 Stormwater Facility Maintenance
Table Fill out sections applicable to your system 2024 Stormwater Facility Maintenance Summary Form 2022 Stormwater Facility Maintenance Table Fill out sections applicable to your system
Other: _________________________________ Inspection Date: __________ Number Inspected:________ Okay Needs Work Date Maintenance Completed Other: Other: Other: Comments: (briefly describe
issues and how addressed) Other: __________________________________ Inspection Date: __________ Number Inspected:________ Okay Needs Work Date Maintenance Completed Other: Other: Other:
Comments: (briefly describe issues and how addressed) Other: _________________________________ Inspection Date: __________ Number Inspected:________ Okay Needs Work Date Maintenance
Completed Other: Other: Other: Comments: (briefly describe issues and how addressed) 2024 Stormwater Facility Maintenance Summary Form 2 Pollution Source Control Program Habitat for
Humanity - Yelm Plat Located at: 407 Longmire Street NW Assessor’s Tax Parcel Number(s): 22719230700 Program Operator/Property Owner: South Puget Sound Habitat for Humanity Program
Document Prepared by: LDC, Inc. Date: March 2025 Attachment B 3 Table of Contents Cover Sheet – Program Information 1.0 Introduction 1.1 Objectives of this Program 1.2 About
this Program 1.3 What are Best Management Practices? 1.3.1 Source Control BMPs 1.3.2 Treatment BMPs 1.4 What is in this document? 2.0 Your Stormwater Facilities 3.0 Principles
of Pollution Prevention 4.0 General Source Control BMPs Table 1 – General Source Control BMPs 5.0 Specific BMPs for your Site Table 2 – Operation Source Control Practices Summary
Implementing this Pollution Source Control Program Formation of a Pollution Prevention Team Employee Training Inspection Record Keeping Appendices Appendix A – Commercial and Industrial
Activities Worksheet Appendix B – Activity Sheets Appendix C – Annual Report Checklist Appendix D – Spill Control Plan [not required] Appendix E – Integrated Pest Management Plan
[required] 2 4 1.0 Introduction 1.1 Objectives of This Program To implement and maintain best management practices (BMPs) that identify, reduce, eliminate, and/or prevent the
discharge of stormwater pollutants. To prevent violations of surface water quality, groundwater quality, and sediment management standards. To eliminate the discharges of un-permitted
process wastewater, domestic wastewater, non-contact cooling water and other illicit discharges to stormwater drainage systems. 1.2 About This Program All commercial and industrial
properties and activities, including multi-family residential complexes (i.e. apartments, condominiums), non-residential special uses, and government facilities in the City of Yelm
that have the potential to contribute pollutants to stormwater runoff or directly to receiving waters are required to implement stormwater pollution prevention source control measures.
Stormwater runoff may seep into the ground, drain to a storm drain or a drainage ditch, or flow over the ground. Regardless of the way runoff leaves your site, it ends up in a stream
river, lake, wetland, groundwater, or Puget Sound. All known, available and reasonable source control BMPs shall be applied to your site. Source control BMPs shall be selected, designed,
and maintained in accordance with Volume IV of the Department of Ecology Stormwater Management Manual for Western Washington (SWMMWW). Many people believe that stormwater runoff is
“clean” and does not harm water quality. This perception is understandable since the amount of pollution from any one place is not usually significant by itself. However, when all these
small amounts are combined, they can cause significant pollution problems. Contaminated stormwater can negatively affect every water body it enters. Therefore, this plan provides detailed
information to reduce the contamination of surface water, groundwater, and stormwater from your property and/or business. The federal Clean Water Act mandates that cities and counties
control the quality of stormwater runoff. One way to achieve this is to implement pollution prevention measures on individual properties. By following the “Best Management Practices”
for your business or stormwater management site as described in this program, you can do your part to protect our streams, groundwater, and Puget Sound. 1.3 What Are Best Management
Practices? Best Management Practices (BMPs) are a set of activities designed to reduce stormwater pollution. BMPs are separated into two broad categories: source control and treatment.
Applicable BMPs for your business have been selected from the most recent published edition of the Department of Ecology Stormwater Management Manual for Western Washington, Volume
IV. 1.3.1 Source Control BMPs Source control BMPs prevent contaminants from entering stormwater runoff by controlling them at the source. Some source control BMPs are operational, meaning
they are tasks or actions such as checking regularly for leaks and drips from equipment and vehicles, covering materials that have potential to add pollutants to surface water if rainwater
comes in contact with the materials, and minimizing use of 5 pesticides, fertilizers, and insecticides. Other source control BMPs require use of a structure to prevent rainwater from
contacting materials that will contaminate stormwater runoff such as providing a covered area or berm to prevent clean stormwater from entering work or storage areas. 1.3.2 Treatment
BMPs In contrast, treatment BMPs are structures that treat stormwater to remove contaminants. Treatment BMPs typically require planning, engineering design, and construction. A stormwater
treatment pond is an example of a treatment BMP. No treatment BMP is capable of removing 100 percent of the contaminants in stormwater and the less contaminant in the stormwater the
more effective the treatment BMP is. Just because there is a stormwater collection system serving your property, it does not necessarily mean that the stormwater is treated. Many sites
were developed prior to requirements to treat stormwater. Runoff from your property may go directly or indirectly to a stream or wetland without any treatment. This plan focuses on
source control BMPs applicable to the routine practices of your business and/or property. 1.4 What is in This Document? This plan has been customized for your business and/or property
relevant to operations that may occur. Changes to site use or types of activities that take place on your property may require an update to this program. The plan is divided as follows:
Sections • Introduction • Your Stormwater Facilities • Principles of Pollution Prevention • General Source Control BMPs • Specific BMPs for Your Site • Implementing this Pollution Source
Control Program Appendices • A – Commercial and Industrial Activities Worksheet • B – Applicable Facility Activity Sheets • C – Annual Report Checklist • D – Spill Control Plan (Not
applicable) • E – Integrated Pest Management Plan (Applicable) 2.0 Your Stormwater Facilities Flow control is required for the proposed development and will be provided through
the use of a bioretention pond in the west corner of the site and drywells for the proposed residences located on each individual lot. The proposed improvements are divided into four
flow control basins. The majority of the on-site improvements are included in Basin 1. The stormwater runoff from the proposed internal road, sidewalks, and driveways will be collected
and conveyed to the bioretention pond. The bioretention pond has been sized using the Western Washington Hydrology Model (WWHM 2012) to fully infiltrate and treat all of the stormwater
runoff conveyed to it. Basin 2 consists of the stormwater runoff from the proposed buildings. Each lot will be responsible for fully infiltrating the stormwater runoff on each lot
via a drywell. Basin 3 and Basin 4 consist of the existing frontage areas that cannot be collected and conveyed to a system on-site. The stormwater runoff from these basins will
continue to use the City of Yelm stormwater conveyance system. 6 3.0 Principles of Pollution Prevention This section describes the 15 general principles of pollution prevention that
every business owner should consider. Most of these practices are common sense, “housekeeping” types of solutions to pollution prevention. 1. Avoid the activity or reduce its occurrence
Avoid potentially polluting activity or do it less frequently. Apply lawn/landscape care chemicals following directions and only as needed. Do not apply herbicides right before it rains.
2. Move the activity indoors Move a potentially polluting activity indoors out of the weather. This prevents runoff contamination and provides more control for a cleanup if a spill
occurs. 3. Cleanup spills quickly Promptly contain and cleanup solid and liquid pollutant leaks and spills on exposed soil, vegetation, or paved areas. Use readily available absorbents
such as kitty litter to absorb spills and then sweep up the material and dispose of it properly. Repair leaks on vehicles and equipment. 4. Use less material Do not buy or use more
material than you really need. This not only helps keep potential disposal, storage and pollution problems to a minimum, but will probably save you money. 5. Use the least toxic materials
available Investigate the use of materials that are less toxic. For example, replace a caustic-type detergent or solvent with a more environmentally friendly product. If you do switch
to a biodegradable product, remember that only uncontaminated water is allowed to enter the stormwater drainage system. 6. Create and maintain vegetated areas near activity locations
Vegetation can filter pollutants out of stormwater. Route stormwater from parking and work areas through vegetated areas. Remember that wastewater other than stormwater runoff, such
as wash water, must be discharged to a wastewater collection system (sewer or septic system). 7. Locate activities as far as possible from surface drainage paths Locate activities away
from storm drains, ditches, streams, and other water bodies to reduce the potential to pollute. It will take longer for material to reach the drainage features providing more time to
react to a spill, or “housekeeping” issue and protect local waters long enough to cleanup. 8. Maintain stormwater drainage systems Pollutants concentrate over time in catch basins,
ditches, and storm drains. When a storm event occurs, turbulent runoff can mobilize these pollutants and carry them to receiving waters. Perform regular maintenance on stormwater facilities
to prevent this from occurring. 9. Reduce, reuse, and recycle as much as possible Look for ways to recycle. This saves money and keeps hazardous and non-hazardous materials out of landfills.
Contact the City of Yelm Waste Resources division for more information on recycling opportunities in the City. 10. Be an advocate for stormwater pollution prevention Help friends, neighbors,
and business associates find ways to reduce stormwater pollution in their activities. Most people want clean water and do not pollute intentionally. Share your ideas and the BMPs in
this plan to get them thinking about how their everyday activities affect water quality. 7 11. Report problems We all must do our part to protect water, fish, wildlife, and our own
health by implementing proper BMPs, and reporting water quality problems that we observe. Call the City of Yelm Public Works at 360 .458.8406 to report dumping to storm drains or ditches.
12. Provide oversight and training Talk to your employees, or if you are a landlord talk to your tenants, to ensure they understand the pollution prevention source control measures
and BMPs described in this program. If you are a landlord, you are still responsible for the activities of your tenants. Monitor the activities of your tenants to ensure that they are
carrying out the principles of this program. See Section 6.0 of this document regarding implementation of this program. 13. Dust control Sweep parking and storage areas regularly to
collect and dispose of dust and debris that could contaminate stormwater. Do not hose down pollutants from any area to the ground, storm drain, conveyance ditch or any receiving water
(stream, wetland, lake, etc.). Do not use oil or other petroleum products for dust control. Only light watering of dirt or gravel roads or parking areas should be conducted to prevent
any runoff of stormwater from the surface. 14. Eliminate illicit connections Occasionally businesses have internal building drains, sump overflows, sump pumps, outdoor sinks and showers,
and even sanitary sewer and septic system pipes that were inadvertently connected to the storm drainage system in the past. Examine the plumbing system for your business to determine
if illicit connections exist. Toilets, sinks, appliances, showers, bathtubs, floor drains, industrial process waters, and other indoor activities found to be connected to the stormwater
drainage system must be immediately rerouted to the sanitary sewer or septic system, holding tanks, or process treatment system. For assistance in methods to detect and eliminate illicit
connections contact the City of Yelm Public Works. 15. Dispose of waste properly Every business and residence in City of Yelm must dispose of solid and liquid wastes and contaminated
stormwater properly. There are generally four options for disposal depending on the type of materials. These options include: • Sanitary sewer and septic systems. • Recycling facilities
• Municipal solid waste disposal facilities • Hazardous waste treatment, storage and disposal facilities. 8 4.0 General and Applicable (Mandatory) to All Sites Source Control Best
Management Practices This section briefly summarizes source control BMPs and corrective actions that are applicable to all types of sites, not just your property and include both general
source control BMPs and those that are applicable (mandatory) to all sites. (See SWMMW Volume IV, Section IV-1 (Source Control BMPs Applicable (Mandatory) to All sites. In the next
section, BMPs specific to your business will be identified, but these general BMPs should be implemented at all times regardless of site-specific activities. In some cases, the Activity
Sheets in Appendix B will reference the BMPs in this section. Table 1: General Source Control and Applicable (Mandatory) to All Sites Source Control BMPs BMP CATEGORY DESCRIPTION
APPLICABLE (MANDATORY) TO ALL SITES S108 Correcting Illicit Discharges to Storm Drains 1. Use building and site plans and examine plumbing systems to determine if illegal connections
exist. 2. Consider dye testing to determine where a pipe or structure drains. 3. Consider smoke testing (best done by qualified professional). 4. Contact City of Yelm Public Works
for assistance. 5. Plug, disconnect or reroute to sewer/septic system any drains found connected to the stormwater drainage system. S101 Formation of a Pollution Prevention Team Refer
to Section 6.1 below for details. S102 Preventive Maintenance/Good Housekeeping 1. Prevent the discharge of unpermitted liquid or solid wastes, process wastewater, and sewage to ground
or surface waters. 2. Promptly contain and clean up leaks and spills. 3. If a contaminated surface must be pressure washed, collect the resulting washwater. 4. Do not hose down pollutants
to the ground, storm drains, conveyance ditches, or receiving water. 5. Do not connect floor drains in potential pollutant source areas to storm drains. S104 Spill Prevention and Cleanup
1. Clearly label or mark all containers. 2. Use drip pans. 3. Develop and implement a spill plan and update it annually. 4. Designate spill response staff to be on-site during business
activities. 5. Store all cleanup kits near areas with a high potential for spills. 6. Stop, contain and clean up all spills immediately upon discovery. S105 Employee Training Refer
to Section 6.2 below for details. 8 9 BMP CATEGORY DESCRIPTION APPLICABLE (MANDATORY) TO ALL SITES S106 Inspections Refer to Section 6.3 below for details. S107 Record Keeping Refer
to Section 6.4 below for details 9 11 5.0 Specific BMPs for Your Site Every business in the City of Yelm is required to use the BMPs described in the Department of Ecology Stormwater
Management Manual for Western Washington to control stormwater pollution. Table 2 on the following pages contains a summary list of all activities identified on the worksheet (Appendix
A – Activities Worksheet) as occurring on your site. This table should be posted in an appropriate location for employees to see. Full descriptions of the source control BMPs specified
in Table 2 can be found in Appendix B – Activity Sheets and in SWMMWW Volume IV. [This Area Intentionally Blank] 10 12 Table 2 – Operational Source Control Practices Summary
[Note: S411 is required for stormwater facilities located within City drinking water (wellhead) protection areas. It is optional for stormwater facilities not located within a wellhead
protection area.] ACTIVITY SOURCE CONTROL BMPS (SEE ACTIVITY SHEET IN ATTACHMENT B FOR MORE INFORMATION) √ S411 Landscaping and Lawn/Vegetation Management Required practice for stormwater
facilities located within a designated drinking water (wellhead) protection area: 1. Only slow-release fertilizers shall be applied for the life of the development at a maximum amount
of 4 pounds of nitrate as Nitrogen annually and no more than 1 pound per application for every 1,000 square feet of turf grass. Only fertilizer formulas with a minimum of 50% water
insoluble form of nitrogen are permitted for use. Approved water insoluble forms of nitrogen include sulfur and/or polymer coated fertilizers, Isobutylidene Diurea (IBDU), Methylene
Urea and Ureaform, and organic fertilizers registered with Washington Department of Agriculture. Tahoma Ranch 11 Habitat for Humanity - Yelm Plat 13 ACTIVITY SOURCE CONTROL BMPS
(SEE ACTIVITY SHEET IN ATTACHMENT B FOR MORE INFORMATION) √ 12 ACTIVITY SOURCE CONTROL BMPS (SEE ACTIVITY SHEET IN ATTACHMENT B FOR MORE INFORMATION) √
13 14 6.0 Implementing this Pollution Source Control Program This section provides general guidance for implementation of this Pollution Source Control
Program for your site. While not a comprehensive list of steps to implement this program, the following information will assist in using this document effectively. Inspection tasks,
record keeping, and reporting should be completed in conjunction with your Stormwater Facility Maintenance Program, if applicable to your site. 6.1 Formation of a Pollution Prevention
Team (S101) The person designated as Program Operator for the site or business shall be responsible for stormwater pollution control. The Program Operator – or their designee – will
hold regular meetings with the team to review the overall operation of the BMPs in this program. The Program Operator will establish responsibilities for inspections, operation, maintenance,
and for emergencies. The Program Operator will be responsible for training all team members and employees in the operation, maintenance, inspection of BMPs, and reporting procedures.
The Program Operator will be the primary contact for the City of Yelm regarding this Pollution Source Control Program and its implementation. 6.2 Employee Training (S105) Training
programs may be tailored as necessary by the Program Operator. At a minimum, all employees that work in pollutant source areas shall have training in: • Identifying pollutant sources
• Understanding pollutant control measures and BMPs • Responding to spills • Pollutant handling practices that are environmentally acceptable. Particularly those related to vehicle/equipment
liquids such as fuels, and vehicle/equipment cleaning. 6.3 Inspections (S106) Qualified personnel shall conduct visual inspections monthly. Inspectors shall make and maintain a record
of each inspection on-site. Inspections shall: • Verify the accuracy of the pollutant source descriptions in this program. • Verify the performance of the stormwater operational and
structural source controls and treatment BMPs. • Reflect current conditions on the site. • Include written observations of the presence of floating materials, suspended solids, oil
and grease, discoloration, turbidity and odor in the stormwater discharges; in outside vehicle maintenance/repair; and liquid handling, and storage areas. In areas where acid or alkaline
materials are handled or stored use a simple litmus or pH paper to identify those types of stormwater contaminants where needed. • Eliminate or obtain a permit for unpermitted non-stormwater
discharges to storm drains or receiving waters, such as process wastewater and vehicle/equipment washwater. When site inspections warrant or activities on the site are no longer applicable
to the BMPs found in this program, this Pollution Source Control Program document shall be revised by the Program Operator as necessary to comply with local, state, and federal water
quality requirements. For assistance in revising your Pollution Source Control Program, contact City of Yelm Public Works for guidance. 15 15 6.4 Record Keeping (S107) Program
Operators shall retain the following reports for five years: • Visual inspection reports which should include: o Time and date of the inspection o Locations inspected o Statement on
status of compliance with your permit (if you hold a NPDES Permit with Washington State Department of Ecology) o Summary report of any remediation activities required o Name, title,
and signature of person conducting the inspection • Reports on spills of oil or hazardous substances in greater than Reportable Quantities (Code of Federal Regulations Title 40 Parts
302.4 and 117). Report spills of the following: antifreeze, oil, gasoline, or diesel fuel, that cause: o A violation of the State of Washington's Water Quality Standards o A film,
sheen, or discoloration of the waters of the State or adjoining shorelines o A sludge or emulsion to be deposited beneath the surface of the water or upon adjoining shorelines • To
report a spill or to determine if a spill is a substance of a Reportable Quantity, call the Washington State Department of Ecology regional office and ask for an oil spill operations
or a dangerous waste specialist: Northwest Region (425) 649-7000 Southwest Region (360) 407-6300 Eastern Region (509) 329-3400 Central Region (509) 575-2490 In addition, call
the Washington Emergency Management Division at 1-800-258-5990 or 1-800OILS-911 AND the National Response Center at 1-800-424-8802. Also, refer to Emergency Spill Response in Washington
State, Publication # 97-1165-CP. • Maintain records of all related pollutant control and pollutant generating activities such as training, materials purchased, material use and disposal,
maintenance performed, etc. 16 APPENDIX A Commercial and Industrial Activities Worksheet This worksheet and the associated BMPs are organized by business activity. The goal of
BMPs is to ensure that only uncontaminated stormwater is discharged into any stormwater drainage system. Complete the entire worksheet by checking the appropriate boxes for all activities
that occur at your workplace. If you checked off any of the activities that are being performed outdoors or can drain to the stormwater drainage system, use the activity code on the
worksheet to find the BMPs recommended for you in Volume IV of the Department of Ecology Stormwater Management Manual for Western Washington. If you perform an activity indoors and
control all discharges from the activity (e.g., process water, washwater, lubricants, solvents, fugitive dust, granular material, blow down waste) so that no stormwater exposure occurs,
you do not have to institute BMPs for that activity. If you have questions, please contact the City of Yelm Public Works at (360) 458-8406 or by email at pwd@ci.yelm.wa.us. They can
provide assistance over the phone and at your business site. BMP # Type of Activity Check if You Are Involved in This Indoor Outdoor Cleaning and Washing Activities Source Control
BMPs S431 Washing, Pressure Washing, and Steam Cleaning of Vehicles/Equipment/Building Structures • Includes cleaning and washing at all types of establishments, including fleet vehicle
yards, car dealerships, car washes, and maintenance facilities. S434 Dock Washing S441 Potable Water Line Flushing, Water Tank Maintenance, and Hydrant Testing S453 Washing
Light Rail Elevated Guideways S454 Washing Light Rail Vehicles Roads, Ditches, and Parking Lots Source Control BMPs S405 Deicing and Anti-Icing Operations - Airports S406 Streets
and Highways S415 Maintenance of Public and Private Utility Corridors and Facilities S416 Maintenance of Roadside Ditches S417 Maintenance of Stormwater Drainage Systems and
Stormwater Management S421 Parking and Storage for Vehicles and Equipment • Includes public and commercial parking lots. S430 Urban Streets 17 BMP # Type of Activity
Check if You Are Involved in This Indoor Outdoor Soil Erosion, Sediment Control, and Landscaping Source Control BMPs S407 Dust Control at Disturbed Land Areas and Unpaved Roadways
and Parking Lots S408 Dust Control at Manufacturing Areas S411 Landscaping and Vegetation Management Activities, Including Vegetation Removal, Herbicide and Insecticide Application,
Fertilizer Application, Irrigation, Watering, Gardening, and Lawn Care • Includes businesses involved in landscaping, applying pesticides and managing vegetation. • Includes specific
requirements for stormwater facilities located within a City drinking water (wellhead) protection area. S425 Soil Erosion and Sediment Control at Industrial Sites S435 Pesticides
and an Integrated Pest Management Program S444 Storage of Dry Pesticides and Fertilizers S449 Nurseries and Greenhouses S450 Irrigation Storage and Stockpiling Activities
Source Control BMPs S427 Storage of Liquid, Food Waste, or Dangerous Waste Containers • Includes containers located outside a building and used for temporary storage. S428 Storage
of Liquids in Permanent Aboveground Tanks • Includes all liquids in aboveground tanks. S429 Storage or Transfer (Outside) of Solid Raw Materials, By-products, or Finished Products
S445 Temporary Fruit Storage Transfer of Liquid or Solid Materials Source Control BMPs S409 Fueling At Dedicated Stations S412 Loading and Unloading Areas for Liquid or Solid
Material S419 Mobile Fueling of Vehicles and Heavy Equipment S426 Spills of Oil and Hazardous Substances S439 In-Water and Over-Water Fueling 18 BMP # Type of Activity
Check if You Are Involved in This Indoor Outdoor Other Source Control BMPs S401 Building, Repair, and Maintenance of Boats and Ships S402 Commercial Animal Handling Areas S403 Commercial
Composting S404 Commercial Printing Operations S413 Log Sorting and Handling S414 Maintenance and Repair of Vehicles and Equipment S418 Manufacturing Activities - Outside
S420 Painting / Finishing / Coating of Vehicles / Boats / Buildings / Equipment S422 Railroad Yards S423 Recyclers and Scrap Yards S424 Roof / Building Drains at Manufacturing
and Commercial Buildings S432 Wood Treatment Areas S433 Pools, Spas, Hot Tubs, and Fountains S436 Color Events S438 Construction Demolition S440 Pet Waste S442 Labeling
Storm Drain Inlets On Your Property S443 Fertilizer Application S446 Well, Utility, Directional, and Geotechnical Drilling S447 Roof Vents S451 Building Repair, Remodeling,
Painting, and Construction S452 Goose Waste 19 APPENDIX B Activity Sheets Best Management Practices for Commercial and Industrial Activities This Appendix coordinates with
the worksheet in Appendix A. That worksheet and the BMPs listed are organized by the different activities that businesses perform. Use the Activity Sheets in Volume IV of the Department
of Ecology Stormwater Management Manual for Western Washington to prepare a summary of the applicable required and suggested BMPs for inclusion in Table 2 of this document. If you
checked the column for activities performed outdoors, match the number from the worksheet to the activities listed in SWMMWW Volume IV, Section IV-1 to IV-7 to find the suggested BMPs
you should implement. You may make photocopies of the applicable Activity Sheets and insert them in this section. Explanation of Required BMPs Every business in City of Yelm is required
to use the BMPs described in the SWMMWW to control stormwater pollution. In some instances, there are BMPs mandated by various federal, state, or county laws. If you are subject to
those laws and regulations via another permit or formal regulatory approval, you are encouraged, but not required to use additional BMPs to further protect water quality. The BMPs outlined
in this section are focused on source control: that is, methods to prevent pollution from reaching stormwater in the first place. The use of source control BMPs is always the first
line of defense in stormwater pollution prevention. 20 21 22 23 24 25 26 27 28 29 31 32 33 34 35 36 37 38 39 40 41 42 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 APPENDIX C
Annual Report Checklist 62 SOURCE CONTROL ANNUAL REPORT CHECKLIST Your stormwater pollution prevention plan should be reviewed at least annually and updated as required. The following
checklist should be completed and submitted to City of Yelm along with the annual report required as part of your Stormwater Maintenance Agreement with City of Yelm. If your project
did not require a Stormwater Maintenance Agreement and Maintenance Plan then submittal of this annual report is not required. If submittal is required, it should be mailed to: City
of Yelm Public Works; 901 NW Rhoton Rd, Yelm, WA 98597. Annual reporting for stormwater facility inspections is due to the City of Yelm by August 31. Business Name: Address:
Assessor Tax Parcel Number: Completed By: Signature: Date: √ Activity Notes Review Activity Checklist
(Appendix A) – Verify still current. List any new activities. Review and Update Appendix B if new activities are identified. 63 √ Activity Notes Review and Update
Table 2 for New Activities Was any employee training held? If so describe. Review Table 2 and verify compliance. Attach copy indicating each item has been checked.
Describe any significant events such as spills, illicit discharges detected/fixed, etc. Was catch basin cleaning conducted? If so when, and by what company? 64 √
Activity Notes Conduct visual inspection of property for evidence of leaks, improper operations, etc. Note any items requiring attention. Is a copy of Table 2 posted
where visible to employees? Have any additional structural or treatment BMPs been implemented on the site since the last annual report was submitted? If so describe.
65 √ Activity Notes Any other items related to stormwater source control not noted above. Describe. 66 √ Activity Notes Do you desire any technical
assistance from City of Yelm related to stormwater issues? If so, indicate contact person and phone number. 67 APPENDIX E Integrated Pest Management Plan 68
INTEGRATED PEST MANAGEMENT PLAN for Habitat for Humanity – Yelm Plat YELM, THURSTON COUNTY, WASHINGTON M a r c h 202 5 Table of Contents 1.0 Introduction.................................
............................................................................... 1 2.0 Pests ...........................................................................................................
............... 1 3.0 Existing Site Location and Features .............................................................................. 1 4.0 Management Area Objectives .............................
......................................................... 2 5.0 Control Methods .........................................................................................................
2 6.0 Implementation Strategies ........................................................................................... 3 6.1 Prevention .........................................................
......................................................... 3 6.2 Identification ..............................................................................................................
4 6.3 Inspection .................................................................................................................. 4 6.4 Thresholds for Control .....................................
............................................................ 5 6.5 Appropriate Control Actions .........................................................................................
5 7.0 Recommended BMPS .................................................................................................. 5 8.0 Irrigation Practices .................................................
..................................................... 5 9.0 Fertilizing Options .......................................................................................................
6 9.1 Organic Mulches ......................................................................................................... 7 9.2 Fertilizers.....................................................
............................................................... 7 9.3 Application Guidelines .................................................................................................
8 10.0 Weed Control .............................................................................................................. 9 11.0 Fungicides .................................................
................................................................. 9 12.0 Insecticides ................................................................................................................
9 13.0 Chemical Application Practice ..................................................................................... 10 14.0 Products to Avoid .................................................
..................................................... 10 15.0 Storage and Handling of Chemicals ............................................................................ 11 16.0 Hazardous
Material Use, Storage and Disposal ............................................................ 11 17.0 Monitoring ...................................................................................
............................. 12 18.0 IPMP Amendments .................................................................................................... 12 Habitat for Humanity
– Yelm Plat Integrated Pest Management Plan Page 1 1.0 Introduction This Integrated Pest Management Plan (IPMP) describes pest control methods and ongoing management guidelines to
be employed by residents, owners and/or managers, employees and landscape professionals within the Habitat for Humanity – Yelm Plat development in Yelm, Thurston County, Washington.
The residents, owners and management of the buildings within the Habitat for Humanity – Yelm Plat development are responsible for the continued implementation and oversight of this
plan because the facilities are located in a group A wellhead protection area and a subdivision with more than 10 lots in a Category I Aquifer Recharge Area. The intent of the IPMP
is to provide residents, owners and managers with guidelines to govern pest control methods within the development. The major goals of the IPMP are two-fold: to provide a structured
process for pest management and to minimize the amount of chemical application within the Habitat for Humanity – Yelm Plat properties by emphasizing prevention and encouraging non-chemical
methods of pest control in an effort to protect the Group A wellhead. This approach will aid in minimizing adverse environmental impacts, primarily groundwater contamination of the
water system. Effective pest management attempts to keep properly identified pest populations below a certain population or damage level, starting with the safest control methods.
Successful implementation of the IPMP will require ongoing communication and cooperation between residents, owners, managers, employees and trained professionals. All employees will
be given a copy of the IPMP for the Habitat for Humanity – Yelm Plat development, and management will also provide educational materials to inform employees on various aspects of pest
management. The appropriate professional consultant(s) shall be retained when necessary to provide assistance in implementing the plan. 2.0 Pests Within this IPMP, a pest is defined
as an unwanted plant, animal, disease, or organism intrusion into the development that is desired or required to be removed or controlled by the owners, management or the City of Yelm
or Thurston County. Contact the Washington State University (WSU)/Thurston County Extension at 360-867-2189 or visit https://extension.wsu.edu/thurston/gardening/resources/ for more
information. 3.0 Existing Site Location and Features The Habitat for Humanity – Yelm Plat project consists of dividing one 2.30-acre parcel into twenty-two residential lots. The site
is located at 407 Longmire St NW. The project parcels are within the 5-year and 10-year wellhead protection area and in a group A public water supply well area, as well as a Category
I critical aquifer recharge area (CARA). A Group A Public Water System is a water system that serves 15 or more connections, or an average of 25 or more persons per day for 60 or more
days within a calendar year (WAR 246-290-020). Wellhead protection area means the surface and subsurface area surrounding a water well or well field, through which contaminants are
reasonably likely to move toward and reach such well or well field within one, five and ten years, respectively. For Group A water systems, the wellhead protection area shall Habitat
for Humanity – Yelm Plat Integrated Pest Management Plan Page 2 be the wellhead protection area identified in the approved water system plan, prepared according to the requirements
of chapter 246-290 WAC, or an equivalent area accepted by the health officer (Title 24 WAC Critical Areas). An IPMP is important to protect nearby natural resources and sensitive areas
such as groundwater for this site. Potential landscaping and pest control activities that could impact the quality of the sensitive groundwater include needless chemical applications,
excess leached nutrients, fungicides, and herbicides. See sections below for additional guidance for mitigation. The site soils are identified by the Soil Conservation Service Soil
Survey of Thurston County, Washington as Spanaway gravelly sandy loam which is classified as a type A soil. A geotechnical investigation was conducted by Landau Associates in July 2021
for the Habitat for Humanity Yelm Plat. Six test pits were conducted to depths of approximately 10 to 12 feet below ground surface. The soils generally encountered were a recessional
outwash beneath about 9 inches of topsoil. The recessional outwash typically consisted of grayish-brown to brown, sandy gravel or gravelly sand with variable silt, cobble, and boulder
content in a medium dense to dense condition. All six tests were terminated following moderate to severe caving and before reaching groundwater. The site was determined to have an infiltration
rate of 6.4 inches per hour in the west corner of the site at test pit 5, where an infiltration pond is being proposed. Groundwater mounding is not of concern and the recommended groundwater
elevation for designing infiltration BMPs is 20 ft below ground surface. The proposed Habitat for Humanity – Yelm Plat development will create both treatment and flow control facilities.
The stormwater runoff from the proposed road, sidewalks, and driveways will be collected and conveyed to a bioretention pond where the stormwater runoff received enhanced treatment
and fully infiltrates. The stormwater runoff from the proposed roof areas will be mitigated on each lot via drywells. 4.0 Management Area Objectives From the standpoint of an IPMP,
there will be one management area for the parcel. Landscape professionals will likely be hired and along with the residents will maintain all areas within the Habitat for Humanity –
Yelm Plat and provide pest inspections to ensure that these tasks are being performed regularly and thoroughly. 5.0 Control Methods There are five main methods for controlling pest
populations: 1. Cultural Controls: Methods that require an understanding of the culture of individual plant species or turfgrasses. Adequate site preparation, efficient use of water,
need for aeration, and timing, selection, and efficient use of fertilizers are all examples of cultural control methods. 2. Mechanical Controls : Methods that require labor-intensive
actions such as mowing, hoeing, and hand weeding. Habitat for Humanity – Yelm Plat Integrated Pest Management Plan Page 3 3. Physical Controls : Methods that alter the site to prevent
insect damage such as manual removal and destruction of pests, traps, and barriers. 4. Biological Controls : Methods include naturally occurring organisms such as predators and parasitoids,
as well as naturally occurring and introduced microbial products. 5. Chemical Controls : Include insecticides, fungicides, herbicides, and other chemicals intended to control, prevent,
or repel pests if used properly. The overlying theme of the IPMP is emphasis on prevention as the best and most efficient means of pest control. Prevention of potential pest problems
is best accomplished through use of cultural controls. Mechanical and physical controls also aid in prevention by removing potential pests before populations can increase and spread.
Chemical and biological control methods should be used as the last line of defense and should only be considered after other control methods have been exhausted. Oftentimes, chemical
and biological controls do more harm than good by reducing both pest and beneficial organisms in the control process. Combinations of these methods can also prove useful depending
upon the specific situation. It is important to state that this Integrated Pest Management Program does not attempt to eradicate a pest, since in most instances it is desirable to
allow the pest to survive in lower numbers in order to maintain the presence of natural predators. 6.0 Implementation Strategies An IPMP is by nature dynamic and should change over
time as specific control strategies within the community are implemented and evaluated. Ongoing development of an IPMP should involve periodic review of five principal components:
1. Prevention 2. Identification 3. Inspection 4. Thresholds for Control 5. Appropriate Control Actions These steps are further described below. 6.1 Prevention Prevention provides
the best line of defense against potential pest problems and is the least costly. Many pest problems in landscapes can be avoided by selecting plants with known pest resistance and
avoiding those plants that are known to be susceptible. To minimize the use of pesticides and fertilizers, at least 75% native species and/or drought tolerant plants shall be planted.
Selecting indigenous plants provides the owner with an additional line of defense against pests, since most of these plants are resistant to local pest populations. The Thurston County
Local Hazardous Waste Program has prepared a Habitat for Humanity – Yelm Plat Integrated Pest Management Plan Page 4 native and drought tolerant plant list that is available at the
Thurston County courthouse and the WSU Cooperative Extension Office (360) 867-2189. Other elements such as proper soil preparation, planting, irrigation, and mulching techniques discourage
the presence of pest populations. Proper site construction and soil preparation by the developer is required prior to landscaping such as stockpiling topsoil on site then mixing in
4-6” STA certified compost to reincorporate into landscaped area, importance of landscape design and proper choice of plants which are adapted for the site conditions, proper planting
techniques, and benefits of the use of mulch and weed barriers in landscape beds. Consider compost and bark application and the percentage of native plants incorporated in the initial
plan. Many symptoms resulting from inadequate prevention measures are incorrectly attributed to the presence of pests. This can result in needless chemical applications that fail to
address the actual problem and contribute to groundwater contamination. 6.2 Identification Proper identification of the pest or symptom affecting a given plant or plants is an essential
step before determining the proper control action. Owners and managers should take responsibility to familiarize themselves with common indicators of pest problems and/or consult with
a professional. There are several professional resources within the community to aid in the identification of pests. Landscape contractors such as ecoPro Certified Sustainable Landscape
Professionals, nursery professionals, and the Master Gardeners at the WSU Cooperative Extension Office are all valuable resources that can identify pests and recommend appropriate control
methods based upon their expertise. Although they should not be relied upon alone, reference books also provide another valuable resource in diagnosing or identifying a potential pest
problem. Before applying any control methods, the owner, manager or professional must determine whether action is needed or is likely to be effective. Affected plants should be
evaluated in terms of their value in the landscape. It is possible that the value of the plant is much less important and could be replaced with less effort than chemical application.
It may be too late for a control to be effective, or the problem may be minor. In some situations, no action may be the best alternative. If action is needed, control methods can
be used individually or in combination. Priority should always be given to non-chemical control methods. 6.3 Inspection Owners and managers should establish a schedule for systematically
surveying their landscape for pests and damage evidence. This is an important activity and should be performed on a regular basis. By performing regular inspections, potential pest
problems are controlled much easier than if the given pest has time to propagate and spread to other locations. It is recommended that a landscape professional be hired to regularly
inspect landscape areas throughout the properties. Inspections should be more frequent in Spring and Summer months, which are the principal times for pest activity. Habitat for Humanity
– Yelm Plat Integrated Pest Management Plan Page 5 6.4 Thresholds for Control Many pests do not actually kill plants, but simply make them unsightly. Landscaped areas will be maintained
by a professional with the ability to provide an assessment of the existing state of the area and recommend management practices for the future. Such professionals can recommend the
point at which some level of control should be taken. Knowing when a plant is approaching such a threshold may influence its treatment as well, since the problems are best treated
at a particular time of year, or by a particular combination of controls. 6.5 Appropriate Control Actions Determining the success of a given treatment is essential in any modification
of the IPMP. Comprehensive records shall be kept by the chosen professional. Complete records shall be kept for all treatment strategies in order to evaluate both short- and long-term
success. Information to be recorded will include: • Identification of the pest • Location and size of affected areas • Recent weather including rainfall and temperature • Previous
control methods • Control method to be implemented • Dates of implementation • Observed changes in condition after treatment Such detailed record-keeping will aid subsequent landscape
professionals in fine-tuning treatment strategies. 7.0 Recommended BMPS Adequate site preparation is essential for the successful implementation of the IPMP. Upper layers of topsoil
should be removed from foundation and road areas and stockpiled. This topsoil may then be reapplied to landscape areas as needed. In areas with little or no topsoil, soil amendments
such as compost of well-aged manure should be added in a layer between 6 and 12 inches thick. This organic material should then be tilled into the soil thoroughly. The added organic
material will serve to enrich the nutrient value of the soil, retain moisture, and filter impurities. After landscape is installed, the beds will be covered with 2-4” of compost. It
is suggested that the beds receive additional compost or bark annually to retain soil moisture, provide nutrients, and help prevent weed growth. In areas with existing noxious weed
species such as Scotch broom and Himalayan blackberry, plants will be removed to an off-site dump. These plants will be mechanically pulled prior to excavation to remove as much of
the below ground root system as possible. Contractors conducting site work should be mindful of cleaning their equipment prior to completing their work to avoid the spread of noxious
weeds from site to site. 8.0 Irrigation Practices Excess watering accelerates the movement of fertilizers and chemical residues through the soil before plants can fully benefit and
can contribute to the presence of pests. Habitat for Humanity – Yelm Plat Integrated Pest Management Plan Page 6 Water requirements vary due to a variety of factors. Lawn irrigation
systems should be designed to supply no more than a total of 1 inch of water per week (including rain). An evaluation of the soil type should determine the frequency the lawn should
be irrigated (two to three times a week for sandy soil or once a week for soil with more clay). After plants are established, readjust the irrigation system water frequency to account
for deeper root systems. After a watering schedule has been established, it is useful to remove a shovel full of soil between waterings and inspect the depth of watering being achieved.
Soils that are excessively wet beyond plant root zones could benefit from less water and soils that remain excessively dry following watering may benefit from adding organic material
that absorbs water. As a rule of thumb, watering schedules should be less frequent but with longer run times. • Irrigation systems should be properly adjusted to water plants exclusively
at a rate of 1” per week and adjusted to include rainfall. • Watering should occur during early morning hours to reduce evaporative losses and minimize fungal problems in turfgrasses.
• During extreme drought conditions, watering will be restricted to priority plantings such as trees and shrubs. Irrigation systems must be well adjusted in applying water only to
plants, not to pavement. After plants are established, readjust the irrigation system watering frequency to account for deeper root systems. 9.0 Fertilizing Options All plants need
a supply of nutrients in addition to light, air and water for proper growth and development. Three main elements are responsible for proper plant development: nitrogen, phosphorus
and potassium. Nitrogen Nitrogen is the element needed in the greatest quantity by plants. All nitrogen used by plants comes from combinations of organic matter, air, and commercial
fertilizers and is responsible for most of the visible growth of plants. Nitrogen is found in forms that are either immediately available to plants (soluble or quick release forms)
or not immediately available to plants (insoluble or slow release). Due to the chemical nature of nitrogen, it is leached quickly and readily from the soil. Phosphorus Phosphorus
is associated with root development in plants. The most effective method of applying a fertilizer containing phosphate is to concentrate it within the root zone. It is less mobile
in most soils than nitrogen, but should be used sparingly to avoid overloading the soil or water with excess nutrients. In Washington State, phosphorus is not permitted in lawn fertilizer
due to water pollution concerns (RCW 15.54.500). Habitat for Humanity – Yelm Plat Integrated Pest Management Plan Page 7 Potassium Potassium is an element also commonly referred
to as potash. Potassium aids in the flowering and fruiting of appropriate plants and aids in a plant’s ability to withstand stress. Potassium can also be leached from the soil like
nitrogen and phosphorus. Both organic mulches and commercial fertilizers contain these elements, as well as several trace elements required by plants in much smaller quantities. Excess
irrigation and high rainfall can leach these nutrients from the soil. 9.1 Organic Mulches Organic mulches such as barks and composts provide several advantages when compared to commercial
fertilizers. The first advantage is that organic mulches provide a well-rounded nutrient source for most plant material and take the guesswork out of using the “right” combination
of synthetic fertilizers. These mulches can be applied in the Fall and/or Spring and release nutrients slowly to plants as they break down. This provides most plants with a year-round
nutrient source. As organic mulches decompose, they add structure to soils and provide greater moisture retention and help to regulate temperature extremes within the soil. The other
benefit is that organic mulches slow the movement of water through the soil by their ability to absorb and retain water. For these reasons, organic mulches are the most preferable
means of increasing nutrient levels within soil. 9.2 Fertilizers Regardless of the specific types, fertilizers should only be applied when it becomes evident that a nutrient deficiency
exists. Thurston Conservation District offers soil testing services and can recommend fertilizing rates and timing. Organic mulches will provide adequate quantities of nutrients to
plants in the majority of situations and should be applied before fertilizers are considered. Fertilizer applications should not be used during the high rainfall winter season. Of
the commonly applied fertilizers, application of excess soluble nitrogen constitutes the most serious risk to groundwater supplies. Commercial fertilizers come in a variety of formulas
and forms. These fertilizers usually come in dry or liquid forms that are applied directly to the surface of the soil. These fertilizers are available in quick and slow-release formulas.
Slow-release fertilizers are less likely to cause water pollution problems, an important consideration due to the site location in a wellhead protection area. Quick release fertilizers
contain forms of nitrogen phosphorus and potassium that are readily available to plants. The advantage of this type of fertilizer is that a known nutrient deficiency can be corrected
relatively quickly. Only slow-release fertilizers shall be applied for the life of the development at a maximum amount of 4 lbs. of nitrate as nitrogen annually and no more than 1
lb. per application for every 1,000 square feet of turf grass. Only fertilizer formulas with a minimum of 50% water insoluble form of nitrogen are permitted for use. Approved water
insoluble forms of nitrogen include sulfur and/of polymer coated fertilizers, Isobutylidene Diurea (IBDU), Methylene Urea and Ureform, and organic fertilizers registered with Washington
Department of Agriculture. (City of Olympia Critical Areas Ordinance Chapter 18.32.225) These types of fertilizers migrate quickly through the soil and provide little or no benefit
to the plant if excess water is applied. Groundwater Habitat for Humanity – Yelm Plat Integrated Pest Management Plan Page 8 supplies may be contaminated by readily leached nutrients.
It is recommended that quick release formulas be applied during periods of active plant growth and only when a nutrient deficiency can be determined. In contrast, slow-release fertilizers
are applied as infrequently as once a year, ideally at the end of the rainy season. These fertilizers continuously break down, providing nutrients to plants year-round. For this reason,
it is much more difficult for slow-release fertilizers to migrate through soil into the groundwater. 9.3 Application Guidelines The following guidelines should be utilized when considering
use of commercial fertilizers: • Avoid needless applications of fertilizer. For lawns, mulching mowers return cut grass to the ground and can provide up to one-third of the entire
nitrogen requirement of the lawn. When fertilizing is appropriate, avoid heavy applications of quick release fertilizers, especially in lawn areas. Rather, consider the use of a natural
lawn fertilizer. Natural lawn fertilizers are slow-release, require fewer applications, and provide more uniform growth. • In lawn areas, apply lighter rates of fertilizer more often.
This practice is much more effective than applying heavy rates less often. As an example, one pound of soluble nitrogen per 1,000 square feet applied once a month poses less risk
to groundwater than two pounds of soluble nitrogen per 1,000 square feet applied every two months. • To fertilize a lawn properly, it is important to first determine the square footage
of the lawn area to be fertilized. Once the square footage of lawn areas has been established, a good rule of thumb is to apply one- to four pounds of nitrogen per 1,000 square feet
of lawn per year. It is recommended that lawn fertilizing be applied four times a year during the months of April, June, September and November. As a guideline, no more than one-half
pound of soluble nitrogen per 1,000 square feet should be applied in any single application. • It is possible to maintain a healthy lawn by using a natural lawn fertilizer once a year
in September. If fertilizing twice a year, an additional application should be made in May. • Avoid over-watering lawns immediately after applying fertilizer. A preferred alternative
is to irrigate the lawn thoroughly a day or two before fertilizing and water briefly after application – just enough to wash the fertilizer off the leaves and into the soil. • Do not
use “weed and feed” type fertilizers, which contain pre-emergent herbicides, on lawn areas. Habitat for Humanity – Yelm Plat Integrated Pest Management Plan Page 9 10.0 Weed Control
Mechanical and cultural control methods are the preferred means of weed control within the Habitat for Humanity – Yelm Plat development. These methods include combinations of hand pulling,
tilling, installation of weed barriers, and application of organic mulch. These control methods are preferable to using herbicides, since herbicides may harm desirable plants and contaminate
groundwater supplies. Chemical weed control is appropriate only in situations where mechanical and cultural means of control have been proven ineffective. If chemical weed control
becomes appropriate, the following guidelines should be followed: • Use www.GrowSmartGrowSafe.org to help select the least hazardous pesticide if needed. Do not use products rated
high and moderate hazard for water pollution due to the location in a wellhead protection area. Products that are effective and environmentally friendly should be selected. • Applications
should be timed to provide for best results. Product label directions must be followed. • Applications should be made during windless periods at least four hours before probable rainfall,
and early in the morning before the day heats up. • “Weed and feed” type fertilizers which contain pre-emergent herbicides shall not be used on lawn areas. • Use of herbicides must
be recommended and applied by a licensed professional. 11.0 Fungicides Most fungi occupy areas with very specific environmental conditions. The progression of their life cycles is
also very specific. For these reasons, fungicides should not be applied to vegetation until a professional has diagnosed the presence of a fungal infestation. The timing of watering
can reduce many fungal infestations of plant foliage. Watering in the early morning will allow water standing on leaf surfaces to evaporate during the day and prevents the propagation
of many leaf fungi. Careful attention to soil moisture levels can reduce the presence of fungi in the soil. Like other plant care chemicals, fungicides can also contribute to groundwater
contamination. Once a professional has identified a fungus is present, a recommended treatment program, which may or may not involve fungicides, can be implemented and evaluated for
effectiveness. Any use of chemicals shall be documented. See www.GrowSmartGrowSafe.org for the least toxic fungicides that should be applied to those plants or turf areas where problems
exist. 12.0 Insecticides Insecticides should only be used when the level of infestation poses a threat to the life of the plant. Proper identification of the insect is the first step
in controlling the problem. There are many beneficial insects which can help with pest control. See pictures of beneficial insects and strategies to help them to thrive in your landscape
at www.GrowSmartGrowSafe.org. By identifying the insect, the professional can explore cultural means of controlling the insect by modifying the environment that may favor its Habitat
for Humanity – Yelm Plat Integrated Pest Management Plan Page 10 presence. If insecticide application is recommended, it should begin with less toxic products. Use www.GrowSmartGrowSafe.org
to help select the least hazardous pesticide if needed. Do not use products rated high and moderate hazard for water pollution due to the location in a wellhead protection area. Most
insecticides are not specific. When applied, these insecticides don’t distinguish between a pest and a beneficial insect, and, for this reason, often do more harm than good. Insecticidal
soaps are effective against a variety of insects and should be used carefully and sparingly for the same reason. The advantage of insecticidal soaps is that they are safer for the
environment when compared to their counterparts. See pictures of beneficial insects and strategies to help them to thrive in your landscape at www.GrowSmartGrowSafe.org. 13.0 Chemical
Application Practice Any outbreaks of fungal disease or insect infestation should be recorded and subsequently monitored to see if the outbreak increases. A period of three weeks should
be allowed after any pesticide application to monitor the effect of the application. Pesticide applications should not be made at a higher frequency than once every three weeks. Treated
areas will be posted to notify residents of the application of pesticides. Any professional consultant or employee who applies pesticides shall be licensed by the Washington State
Department of Agriculture as a Public Pesticide Operator or Public Pest Control Consultant. The HazoHouse is recommended for free disposal of unused chemicals for Thurston County residents
located at 2420 Hogum Bay Road NE in Lacey. 14.0 Products to Avoid All recommendations in this IPMP regarding use of chemicals must also be followed by landscape professionals working
within the Habitat for Humanity – Yelm Plat development. Professionals will be required to adhere to this IPMP regardless of their possession of a state pesticide applicator’s license
with legal ability to handle restricted pesticides. Landscape contractors will avoid materials described herein when working within the Habitat for Humanity – Yelm Plat development.
A number of pesticides listed in the EPA National Pesticide Survey’s Leach List (1998) are unrestricted chemicals. These have high potential for leaching into groundwater. The use
of the following common pesticides on the EPA list, and the use of any other “leacher” is not permitted in the community. Product labels should be consulted to determine whether these
chemicals are present: • Acephate • Amitrol • Altrazine • Baygon • Bentazon • Carbaryl • Chloropyrifos • 2,4-D • DDDVP • Diazinon • 1,2-Dichloropropene • Cis-1,3-Dichloropropene Habitat
for Humanity – Yelm Plat Integrated Pest Management Plan Page 11 • Trans-1,3-Dichloropropene • Dieldrin • Dicamba • Picloram • Pramitol • Simazine • 2,4,5-T • Triclopyramine 15.0 Storage
and Handling of Chemicals Generally, all landscape maintenance chemicals are toxic and should be handled with care. All label requirements must be followed and only those chemicals
recommended and approved for controlling the pest should be used. The following policies shall be followed in the community: • Wear protective clothing when mixing and applying chemicals.
• Store chemicals in a dry place inaccessible to children, pets, or desirable organisms. • Keep containers well marked and tightly closed. • Save empty containers for disposal at a
hazardous waste collection center. 16.0 Hazardous Material Use, Storage and Disposal Cover, containment, and protection from vandalism shall be provided for all chemicals, liquid products,
petroleum products, and non-inert wastes present on the site (see Chapter 173-304 WAC for the definition of inert waste). Maintenance and repair of heavy equipment and vehicles involving
oil changes, hydraulic system drain down, solvent and de-greasing cleaning operations, fuel tank drain down and removal, and other activities which may result in discharge or spillage
of pollutants to the ground or into stormwater runoff must be conducted using spill prevention measures, such as drip pans. Contaminated surfaces shall be cleaned immediately following
any discharge or spill incident. Spills should be reported to 911. Emergency repairs may be performed on-site using temporary plastic placed beneath and, if raining, over the vehicle.
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 shall be followed for application rates and procedures. Employees and residents are advised to avoid skin contact with hazardous materials
such as oil, pesticides and household solvents and to wear gloves and use kitty litter or sawdust to absorb spills. All hazardous materials must be stored in water-tight containers
and taken to the Hazo House at the Thurston County Waste and Recovery Center at 2420 Hogum Bay Road NE in Lacey. Hazo House is open daily from 8:00 a.m. – 4:45 p.m. and is free for
Thurston County residents, businesses must register and pay a fee. Habitat for Humanity – Yelm Plat Integrated Pest Management Plan Page 12 17.0 Monitoring As noted above, detailed
record keeping is valuable in assessing the success of a particular IPMP treatment. Landscape professionals working at the Habitat for Humanity – Yelm Plat development are required
by law to keep careful records of chemical use. Records of pesticide applications are required to be kept for a minimum of 20 years and will include: • Date and time of pesticide
application; • Specific location of application; • Purpose of application (target species); • Material, lot number, EPA registration number, amount, rate, and concentration used; •
Method of application; • Temperature, wind speed and direction, weather conditions; • Applicator’s name and operator’s license number; • Evaluation of results. 18.0 IPMP Amendments
Since a management plan can only be as effective as its constituent elements, it may be necessary to modify those elements as environmental factors or site-specific conditions dictate.
Such changes may be necessary to better direct pest management efforts as well as modify procedural directives identified in the IPMP. Any proposed changes to the IPMP will be submitted
to the City of Yelm for review and approval prior to implementation. Appendix IV-D: Recycling/Disposal of Vehicle Fluids/Other Wastes* Recommended Management Antifreeze Store
separately for resale. Separate ethylene glycol from propylene glycol for offsite recycling. If not recyclable, send to Treatment, Storage, and Disposal Facility (TSDF) for disposal.
Batteries INTACT: Accumulate under cover prior to sale, deliver to recycler, or return to manufacturer. BROKEN: Accumulate acid from broken batteries in resistant containers with secondary
containment. Send to TSDF for disposal. Brake fluid Accumulate in separate, marked, closed container. Do not mix with waste oil. Recycle. Fuel Store gasoline, and diesel separately
for use or resale. Mixtures of diesel, gasoline, oil, and other fluids may not be recyclable and may require expensive disposal. Fuel filters Drain fluids for use as product. With
approval of local landfill operator, dispose to dumpster, if needed. Oil filters Puncture the filter dome and drain it for 24 hours. Put oil drained from filters into a "USED OIL ONLY"
container. Keep drained filters in a separate container marked "USED OIL FILTERS ONLY." Locate a scrap metal dealer who will pick up and recycle filters. With approval of local landfill
operator, dispose of drained filters to dumpster. Paint Accumulate oil-based and water-based paints separately for use or resale. If not recyclable, send accumulations to TSDF for disposal.
Power steering fluid Same as for used oils Shop towels/oily rags Use cloth towels that can be laundered and reused. Accumulate used shop towels in a closed container. Sign up with
an industrial laundry service that can recycle towels. Solvents Consider using less hazardous solvents or switching to a spray cabinet that doesn't use solvent. Accumulate solvents
separately. Consider purchasing a solvent still and recycling solvent on site. Do not mix with used oil. Do not evaporate as a means of disposal. Transmission oil, differential and
rear end fluids Accumulate in a "USED OIL ONLY" container. Arrange for pickup for off-site recycling. Used oils; including, crankcase oil, transmission oil, power steering fluid and
differential/rear end oil Keep used oil in a separate container marked "USED OIL ONLY." Do not mix with brake fluid, or used antifreeze. Do not mix with any other waste if burning
for heating. Arrange for pickup for off-site recycling. Windshield washer fluid Accumulate separately for use or resale. Discharge to on-site sewage disposal, or, if acceptable by
the local sewer authority, discharge to sanitary sewer. * Ecology’s Hazardous Waste Program developed this information. The Hazardous Waste Service Directory is now available online
at: http://apps.ecy.wa.gov/hwsd/default.htm 84 Appendix IV-E: Regulatory Requirements That Impact Stormwater Programs R.1 Stormwater Discharges to Public Sanitary Sewers, Septic
Systems, Dead-End Sumps, and Industrial Waste Treatment Systems Stormwater Discharges to Sanitary Sewers. Discharging stormwater to a public sanitary sewer is normally prohibited,
as this tends to overload the sewage treatment plant during storm events when flows are already high. Direct discharge of relatively uncontaminated or treated stormwater from businesses
typically poses less of a threat to the environment than pass through of solids due to “wash out” at the sewage treatment plant during storm events. Such discharges require the approval
of the local Sewer Authority if the Department of Ecology (Ecology) has delegated the authority to set pretreatment requirements. If the Sewer Authority has not received such authority,
the business or public agency that wishes to discharge stormwater to the sanitary sewer must also apply for a State Waste Discharge Permit. In setting pretreatment requirements, the
local Sewer Authority or Ecology must operate within state regulations (Chapter 173-216 WAC – State Waste Water Discharge Permit Program) which in turn must comply with federal regulations
(40 CFR Part 403.5 – National Pretreatment). These regulations specifically prohibit discharge of any materials which: • Pass through the municipal treatment plant untreated or interfere
with its operation. • Create a fire or explosion hazard, including, but not limited to, waste-streams with a closed cup flash point of less than 140 degrees Fahrenheit or 60 degrees
Centigrade using the test methods specified in 40 CFR 261.21. • Will cause corrosive structural damage to the Publicly Owned Treatment Works (POTW), but in no case Discharges with pH
lower than 5.0, or greater than 11, unless the works is specifically designed to accommodate such Discharges; and the discharge authorized by a permit issued under Chapter 173-216 WAC.
(See WAC 173-216-060 (2) (iv)). • Solid or viscous pollutants in amounts that will cause obstruction to the flow in the POTW resulting in interference. • Heat in amounts that will inhibit
biological activity in the POTW resulting in interference, but in no case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40 degrees Centigrade (104
degrees Fahrenheit) unless the system is specifically designed to accommodate such discharge, and the discharge is authorized by a permit under Ch 173-216 WAC. (See WAC 173-216-060
(2) (v)). • Petroleum oil, nonbiodegradable cutting oil or products of mineral oil origin in amounts that will cause interference or pass through the treatment plant. • Pollutants
that result in the presence of toxic gases, vapors, or fumes within the POTW in a quantity that may cause acute worker health and safety problems. • Any trucked or hauled pollutants,
except at discharge points designated by the POTW. • Any discharge which would violate the dangerous waste regulations, Chapter 173-303 WAC (see WAC 173-216-060(1)). 85 • Any of the
following discharges, unless approved by the department under extraordinary circumstances, such as lack of direct discharge alternatives due to combined sewer service or need to augment
sewage flows due to septic conditions: (WAC 173-216-060(2)(vii)): − Noncontact cooling water in significant volumes. − Stormwater, and other direct inflow sources. − Wastewater significantly
affecting system hydraulic loading, which do not require treatment or would not be afforded a significant degree of treatment by the system. Discharges of stormwater authorized under
Chapter 173-216 WAC, typically limit flows entering the sanitary sewer based on the available hydraulic capacity of the collection system or the treatment plant by the combined flow
of sanitary sewage and stormwater. The allowable concentrations of particular materials such as metals and grease vary with the particular sewer system. Discharges must comply with
all local government limits. Please contact both the POTW and the regional water quality program to find out what discharge limits apply to a particular sewerage system. Stormwater
Discharges to an Industrial Waste Treatment System: Operators may process treatment to dispose of polluted stormwater depending on the NPDES permit constraints of the particular business.
Stormwater Discharges to Dead-end Sumps: Do not discharge substances that causes a violation of water quality standards to a septic system, surface water, or ground water. If a sanitary
or industrial wastewater treatment system is not available, an alternative is the use of a dead-end sump. Sumps are tanks with drains that can be periodically pumped for appropriate
disposal. Depending on the composition of the waste, it may or may not be considered Dangerous Waste. For more information on disposal requirements for sumps, see Step By Step: Fact
Sheets for Hazardous Waste Generators, publication #91-12, available from Ecology's Regional Offices. R.2 Uniform Fire Code Requirements Storage of flammable, ignitable, and reactive
chemicals and materials must comply with the stricter of local zoning codes, local fire codes, the Uniform Fire Code, Uniform Fire Code standards or the National Electric Code. R.3
Ecology Requirements for Generators of Dangerous Wastes The State's Dangerous Waste Regulations (Chapter 173-303 WAC) cover accumulation, storage, transportation, treatment and disposal
of dangerous wastes. Of interest to this manual are those businesses or public agencies that accumulate the waste at their building until taken from the site by a contract hauler.
For more information on applicable requirements for dangerous wastes, see Step By Step: Fact Sheets for Hazardous Waste Generators, publication #91-12, available from Ecology's Regional
Offices. R.4 Standards for Solid Waste Containers Standards for solid waste containers are identified in WAC 173-350-300, On-site Storage, Collection, and Transportation Standards.
86 R.5 Coast Guard Requirements For Marine Transfer of Petroleum Products Federal regulations 33 CFR Parts 153, 154 and 155 cover, respectively, general requirements on spill response,
spill prevention at marine transfer facilities, and spill prevention for vessels. These regulations specify technical requirements for transfer hoses, loading arms, closure, and monitoring
devices. The regulations also cover small discharge containment: they require the use of “fixed catchments, curbing, and other fixed means” at each hose handling and loading arm area
and each hose connection manifold area. Operators can use portable containment in exceptional situations where fixed containment is not feasible. The capacity of the containment area
varies from the volume of 1 to 4 barrels depending on the size of the transfer hoses. The regulations also require an operations plan and specify its general contents. The plan shall
describe the responsibilities of personnel, nature of the facility, hours of operation, sizes and numbers of vessels using the facility, nature of the cargo, procedures if spills occur,
and petroleum transfer procedures. The plan must also include a description and location of equipment for monitoring, containment, and fire fighting. See also, NFPA 30A Automotive and
Marine Service Station Code, American National Standard Institute and the National Fire Protection Association. R.6 Washington State/Federal Emergency Spill Cleanup Requirements Washington
State Requirements: The Oil and Hazardous Substance Spills Act of 1990 and the Oil Spill Prevention and Response Act of 1991 (Chapter 90.56 RCW) authorized Ecology to develop effective
oil spill response regulations. The Facility Contingency Plan and response Contractor Standards (Chapter 173-182 WAC): This Ecology regulation applies to all oil handling facilities
(including pipelines) that are on or near navigable waters and transfer bulk oil by tank, ship, or pipeline. It contains the following elements: − Standards for contingency plan content
− Procedures to determine the adequacy of contingency plans − Requirements for periodic review − Standards for cleanup and containment contractors The Oil Handling Training and Certification
Rule (Chapter 173-180 WAC) establishes oil spill training and certification requirements for key facility personnel including applicable contractors involved in oil handling, transfer,
storage, and monitoring operations. In accordance with WAC 173-303-350 of Ecology’s Dangerous Waste Regulations, generators of dangerous wastes must have a Contingency Plan that includes:
− Actions to be taken in the event of spill − Descriptions of arrangements with local agencies − The name of the owner's Emergency Coordinator − A list of emergency equipment available
− An evaluation plan for business personnel For more information on disposal requirements for solid and dangerous wastes, see Step By Step: Fact Sheets for Hazardous Waste Generators,
publication #91-12, available from Ecology's Regional Offices. 87 Federal Requirements: The Oil Pollution Act of 1990 is a comprehensive federal law that addresses marine oil spill
issues including contingency plans, financial responsibility, marine safety regulations, etc. Spill Prevention Control and Countermeasure (SPCC) Plans: Federal Regulations require that
owners or operators of facilities engaged in drilling, producing, gathering, storing, processing, refining, transferring, or consuming oil and oil products are required to have a Spill
Prevention and Control Plan (SPCC), provided that the facility is non-transportation related; and, that the above-ground storage of a single container is in excess of 660 gallons, or
an aggregate capacity greater than 1,320 gallons, or a total below-ground capacity in excess of 42,000 gallons. The 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.
R.7 WSDA Pesticide Regulations The Washington State Department of Agriculture (WSDA) administers pesticide laws, under the Washington Pesticide Control Act (Chapter 15.58 RCW), Washington
Pesticide Application Act (Chapter 17.21 RCW), and regulations under Chapter 16-228 WAC. The requirements relevant to water quality protection are: Licenses are required for persons
who apply pesticides except: − People who use general-use pesticides on their own or their employer's property; − Grounds maintenance people using only general-use pesticides on an
occasional basis not amounting to a regular occupation; − Governmental employees who apply general-use pesticides without utilizing any kind of motorized or pressurized apparatus; −
Employees of a commercial applicator or a government agency who are under direct on-site supervision by a licensed applicator. Licensed applicators must undergo 40 hours of continuing
education to keep their license. No person shall pollute streams, lakes, or other water supplies while loading, mixing or applying pesticides. No person shall transport, handle, store,
load, apply, or dispose of any pesticide, pesticide container, or apparatus in such a manner as to pollute water supplies or waterways, or cause damage or injury to land, including
humans, desirable plants, and animals. For more information on pesticide application and disposal requirements the following publications may be useful: • “Hazardous Waste Pesticides:
A Guide for Growers, Applicators, Consultants and Dealers,” Ecology Publication #89-41, August 1989, available from Ecology’s Regional Offices. 88 • “Suspended, Canceled and Restricted
Pesticides,” EPA, available from the EPA Region 10 Office in Seattle. • “Best Management Practices for Agricultural Chemicals-A Guide for Pesticide Secondary Containment,” Ecology Publication
#94-189. • “Site Evaluation-A Guide for Pesticide Secondary Containment,” Ecology Publication #94-188. • “Reducing and Managing Wastes From Catchbasins-A Guide for Pesticide Secondary
Containment,” Ecology Publication #94-186. • “Spill Reporting and Cleanup in Washington State-A Guide for Pesticide Secondary Containment,” Ecology Publication #94-187. • “Pesticide
Container Cleaning and Disposal,” Ecology Publication #96-431. • “Step By Step: Fact Sheets for Hazardous Waste Generators,” Ecology Publication #91-12. R.8 Air Quality Regulations
Regulation of air pollutant emissions in Washington is controlled by seven local air pollution control agencies, three Ecology regional offices and two Ecology programs (Central Program’s
Industrial Section, and Nuclear and Mixed Waste Program). All of the local air pollution agencies and the regional offices enforce local, state and federal air pollution regulations.
The Industrial Section of Ecology’s Central Program enforces state and federal air pollution regulations at chemical pulp mills and aluminum reduction facilities. The Nuclear and Mixed
Waste Program enforces state and federal air pollution regulation on the Hanford Nuclear Reservation. Whether it is to control the generation of fugitive emissions or point source (smoke
stack) emissions, new and existing sources of air pollutants must comply with the requirements contained in their air pollution permits, regulatory orders, and local, state, and federal
air pollution regulations. This will minimize the effects of each facility’s emissions on stormwater. Fugitive Particulate Matter Emissions: The local and state air pollution control
agencies require that all reasonable precautions be taken to prevent fugitive particulate matter (windblown dust) from becoming airborne when handling, loading, transporting, and storing
particulate material. Particulate materials of concern can include grain and grain dust, saw dust, coal, gravel and crushed rock, cement, and boiler fly ash. Some of the local authorities
take the general requirement to control fugitive emissions further. For example, the Puget Sound and Benton County Air Pollution Control Agencies have defined what “reasonable precautions”
means for various dust causing activities in their jurisdictions. Some actions that have been defined as “reasonable precautions” to prevent fugitive particulate emissions include
paving of parking and storage areas, minimizing the area of land that has been cleared for housing development, various housekeeping activities such as sweeping paved areas, minimization
of the accumulation of mud and dust and preventing mud and dust being tracked onto public roads, and stabilization of materials piles and open, cleared land areas with water sprays,
chemical stabilizers or other means that minimize dust generation. All air authorities require sand blasting and spray painting activities be performed indoors with proper air pollution
controls in use or, if that is not possible, out of doors but within acceptable, temporary enclosures. Gaseous Air Pollutant Emissions: Gaseous air pollutants are controlled at the
point of origin through add-on emission controls or pollution prevention measures. Each emission point at a plant generally has emission limits that must be complied with. 89 Sources
of gaseous air pollutants can include petroleum storage tank breather and pressure release systems, combustion units (boilers and heaters), commercial printers, can manufacturers, steel
mills, pulp and paper plants, auto body repair shops, etc. Examples of gaseous air pollutants that can be emitted include acetone, methylene chloride, styrene, nitrogen oxides, benzene,
carbon monoxide, alcohol, organic sulfides and petroleum, and chlorinated solvents. Some gaseous pollutants can be washed out of the air during rainstorms and enter stormwater. Others
are photochemically degraded or converted in the air to other compounds that can be removed by rainfall or by settling on the ground. Gaseous air pollutants such as sulfur dioxide react
in the air to generate acidic particulate matter. These particulates are usually removed from the atmosphere by settling out or being washed out of the air. In the case of sulfur oxides,
this removal usually occurs at some distance (tens to hundreds of miles) from the facility that emitted the pollutant. R.9 Ecology Waste Reduction Program The 1990 Hazardous Waste
Reduction Act, Chapter 70.95C RCW, established a goal to reduce dangerous waste generation by 50 percent. The primary means for achieving this goal is through implementation of a pollution
prevention-planning program, also established in the Act. Facilities that generate in excess of 2,640 pounds of dangerous waste per year, or who are required to report under the Toxic
Release Inventory (TRI) of Title III of the Superfund Amendments and Reauthorization Act (SARA), are subject to this law. Some 650 facilities in Washington currently participate in
this planning program. Pollution prevention planning is an activity that involves: • Inventorying substances used and dangerous waste generated; • Identifying opportunities to prevent
pollution; • Analyzing the feasibility of these prevention opportunities; and • Setting goals for hazardous substance use reduction and dangerous waste reduction, recycling and treatment.
Ecology promotes pollution prevention through initiatives other than planning. Several campaigns targeting specific industries have been conducted and more are being planned. These
campaigns have a joint focus of pollution prevention and regulatory compliance, and help target future technical assistance. Ecology provides technical assistance through its regional
offices, with emphasis on the reduction of hazardous substance use and dangerous waste generation. Site visits, phone consultations, and workshops are some of the ways assistance is
provided to businesses and governmental entities. Pollution prevention has emerged as a key strategy for protecting the environment. Business, industry and government alike recognize
the benefits of prevention rather than end of pipe controls. Many factors, including regulatory compliance, cost savings, worker safety and reduced liabilities help validate pollution
prevention as an approach to be incorporated into all business practices. R.10 Washington State Ground Water Quality Standards In December 1990, the state of Washington adopted ground
water quality standards to prevent ground water pollution and protect both current and future beneficial uses of the resource. Beneficial uses of ground water include drinking water,
irrigation, and support of wildlife habitat. These standards apply to any activity, including point and non-point, which has a potential to contaminate ground water. The standards protect
all ground water within the saturated zone throughout the State of Washington and do not distinguish ground water that is isolated, seasonal, or artificial from that which is extensive
and 90 naturally occurring. The standards incorporate an existing part of state water quality law: the antidegradation policy, which is an integral part of both the ground and surface
water quality standards. The standards consist of both numeric criteria and narrative standards designed to protect both current and future beneficial uses of ground water. The numeric
criteria for primary, secondary, and radionuclide contaminants have been adopted from the Federal Safe Drinking Water Act of 1971. Numeric criteria for carcinogenic compounds are based
upon human health criteria. These criteria represent the maximum allowable contaminant concentration in ground water within the aquifer. However, the antidegradation policy requires
that ground water quality be protected to the greatest extent possible prior to contaminant concentrations reaching those specified within the numeric criteria. To address this requirement,
narrative standards were developed which are based upon background water quality and use of treatment technologies and are site specific in nature. Under these standards, specific early
warning and enforcement limits are set at a point of compliance which must be met by a facility or activity if enforcement action is to be avoided. All facilities or activities within
the State of Washington must first attempt to meet these narrative standards. The determination of specific limits is outlined in Implementation Guidance for the Ground Water Quality
Standards, Ecology publication #96-02 (Ecology, 1996). In addition to using background ground water quality as a basis for determining specific early warning and enforcement limits,
Washington law requires that all activities with the potential to contaminate water implement practices known as AKART – short for “all known available and reasonable methods of prevention,
control and treatment.” AKART must be used regardless of the quality of the receiving waters. As technology and preventive controls are refined to better protect water quality, AKART
is also redefined. In individual cases where AKART fails to protect water quality, the activity must apply additional controls. State law requires the permitting of any industrial,
commercial, or municipal operation, which discharges waste material into ground and/or surface waters. These permits, issued by Ecology, set limits and conditions for discharges. Underground
injection activities, while exempt from the State Waste Discharge Program, Chapter 173-216 WAC, are required to meet the ground water quality standards and may be permitted under Chapter
173-218 WAC, Underground Injection Control Program. Guidance for permit development will describe how an industry or commercial or municipal operation must conduct its activities in
order to protect ground water quality. The ground water quality standards provide for several exemptions. One of these exceptions provides that the standards do not apply in the root
zone of saturated soils where agricultural pesticides or nutrients have been applied at agronomic rates for agricultural purposes. The standards do apply below the crop's root zone.
State approved BMPs may be considered one type of AKART for agriculture, and other point and non-point sources. Another exemption applies to any remedial or clean-up activity conducted
under federal CERCLA or state Model Toxics Control Act. 91 Appendix IV-F: NPDES Stormwater Discharge Permits Summary: The Environmental Protection Agency’s (EPA) National Pollutant
Discharge Elimination System Permit (NPDES) regulations for stormwater (40 CFR Parts 122, 123, and 124) became effective on November 16, 1990. Because Washington is an NPDES delegated
state, it issues NPDES permits for designated industries, construction sites, and municipalities. Industrial Stormwater Permits: USEPA regulations list certain industrial activities
(Reference: 40 CFR 122.26(b)(14) which may need to have a stormwater discharge permit. The following categories (1 through 10) of facilities are considered to be engaging in “industrial
activity.” They are required by EPA to have a stormwater NPDES permit if they have a stormwater discharge to surface water. 1) Facilities subject to stormwater effluent limitations
guidelines, new source performance standards, or toxic pollutant effluent standards under 40 CFR subchapter N (except facilities with toxic pollutant effluent standards under category
11 below). 2) Facilities classified by the Standard Industrial Classification (SIC) system as: 24 - Lumber and Wood Products except Furniture (except 2434- Wood Kitchen Cabinets) 26
- Paper and Allied Products (except 265-Paperboard Containers and Boxes, and except 267Converted Paper and Paperboard Products except Containers and Boxes) 28 - Chemicals and Allied
Products (except 283-Drugs; and 285- Paints, Varnishes, Lacquers, Enamels, and Allied Products) 29 - Petroleum Refining and Related Industries 311- Leather Tanning and Finishing 32
- Stone, Clay, Glass and Concrete Products (except 323-Glass Products, made of Purchased Glass) 33 - Primary Metal Industries 3441 -Fabricated Structural Metal Products 373- Ship and
Boat Building and Repair 3) Facilities classified by the Standard Industrial Classification (SIC) system as: 10 - Metal Mining 12 - Coal Mining 13 - Oil and Gas Extraction 14 - Mining
and Quarrying of Nonmetallic Minerals, except Fuels (Includes active or inactive mining operations (except for areas of coal mining operations no longer meeting the definition of a
reclamation area under 40 CFR 434.11(1) or except for areas of non-coal mining operations which have been released from applicable state or federal reclamation requirements by December
17, 1990) and oil and gas exploration, production, processing or treatment operations, or transmission facilities that discharge storm water that has come into contact with any overburden,
raw material, intermediate products, finished products, byproducts or waste products located on the site of such operation. 92 4) Dangerous waste treatment, storage, or disposal facilities,
including those that are operated under interim status or a permit under subtitle C of RCRA. 5) Landfills, land application sites and open dumps that receive or have received any industrial
wastes (waste that is received from any of the facilities described under this subsection) including those that are subject to regulation under subtitle D of RCRA. 6) Facilities involved
in the recycling of materials including metal scrap yards, battery reclaimers, salvage yards and automobile junkyards, including but not limited to those classified as SIC 5015-Wholesale
Trade Activities of Motor Vehicle Parts, Used; and SIC 5093-Scrap and Waste Materials. 7) Steam electric power generating facilities, including coal-handling sites. 8) Transportation
facilities classified under the following SIC codes, which have vehicle maintenance shops, equipment-cleaning operations, and airport deicing operations. 40 Railroad Transportation
41 Local and Suburban Transit and Interurban Highway Passenger Transportation 42 Motor Freight Transportation and Warehousing (except 4221- Farm Product Warehousing and Storage, 4222-Refrigerated
Warehousing and Storage, and 4225General Warehousing and Storage) 43 United States Postal Service 44 Water Transportation 45 Transportation by Air 5171 Petroleum Bulk Stations and
Terminals 9) Treatment works treating domestic sewage or any other sewage sludge or wastewater treatment device or system, used in the storage treatment, recycling, and reclamation
of municipal or domestic sewage, including land dedicated to the disposal of sewage sludge that are located within the confines of the facility, with a design flow of 1.0 MGD or more,
or required to have an approved pretreatment program under 40 CFR part 403. Not included are farmlands, domestic gardens or lands used for sludge management where sludge is beneficially
reused and which are not physically located in the confines of the facility, or areas that are in compliance with section 405 of the Clean Water Act. 10) Construction activity including
clearing, grading and excavation activities except: operations that result in the disturbance of less than one acre of total land area which are not part of a larger common plan of
development or sale. (See “Construction Stormwater Permits” below) 11) Facilities under the following SIC classifications need to apply for a stormwater NPDES permit only if they are
engaged in an “industrial activity” which is exposed to stormwater and they have a point source stormwater discharge to surface water. 20 Food and Kindred Products 21 Tobacco Products
22 Textile Mill Products 23 Apparel and Other Finished Products made from Fabrics and Similar Materials Wood Kitchen Cabinets 25 Furniture and Fixtures 265 Paperboard Containers and
Boxes 93 267 Converted Paper and Paperboard Products, Except Containers and Boxes 27 Printing, Publishing and Allied Industries 283 Drugs 285 Paints, Varnishes, Lacquers, Enamels,
and Allied Products 30 Rubber and Miscellaneous Plastic Products 31 Leather and Leather Products (except 311, Leather Tanning and Finishing) 323 Glass Products made of Purchased Glass
34 Fabricated Metal Products, Except Machinery and Transportation Equipment (except 3441, Fabricated Structural Metal Products) 35 Industrial and Commercial Machinery and Computer Equipment
36 Electronic and Other Electrical Equipment and Components, Except Computer Equipment 37 Transportation Equipment (except 373, Ship and Boat Building and Repair) 38 Measuring, Analyzing,
and Controlling Instruments, Photographic, Medical and Optical Goods, Watches and Clocks 39 Miscellaneous Manufacturing Industries 4221 Farm Product Warehousing and Storage 4222 Refrigerated
Warehousing and Storage 4225 General Warehousing and Storage For the industries identified in SIC categories (1) through (10), a permit is necessary if there is a point source stormwater
discharge to a surface water, storm drain which discharges to surface water directly or indirectly, or a municipal storm sewer from any of the following areas of industrial activity:
industrial plant yards; immediate access roads and rail lines used or traveled by carriers of raw materials, manufactured products, waste material, or by-products used or created by
the facility; material handling sites; refuse sites; sites used for the application or disposal of process waste waters (as defined at 40 CFR part 401); sites used for the storage and
maintenance of material handling equipment; sites used for residual treatment, storage, or disposal; shipping and receiving areas; manufacturing buildings; storage areas (including
tank farms) for raw materials, and intermediate and finished products; and areas where industrial activity has taken place in the past and significant materials remain and are exposed
to storm water. Industries in Categories 1 through 9 can submit an application and qualify for a Conditional “No Exposure” Certificate. For the industries identified in SIC category
(11), a permit is required for point source discharges from any of the areas that are listed above (except access roads and rail lines of SIC category 11 industries), only if material
handling equipment or activities, raw materials, intermediate products, final products, waste materials, by-products, or industrial machinery are exposed to stormwater. However, they
must submit a “No Exposure” Certificate to be excused from the permit. How and When Do I Apply for A Permit? Three types of permits are possible. Each has a different application process.
General Permit for Industrial Activities: An application for coverage under the Industrial Stormwater General Permit, referred to as a Notice of Intent (NOI), must be submitted to Ecology.
94 Individual Permit: An industrial facility that is required to have a stormwater permit may volunteer or be required to apply for an individual permit. An individual permit is a
permit that is written for and issued to a specific facility. EPA regulations require that industries not covered under a general permit must apply for an individual stormwater permit.
Individual permit applicants for discharges composed entirely of stormwater, must comply with 40 CFR 122.21, and complete EPA forms 1 and 2F. Ecology is prepared to issue individual
permits for facilities not already under permit only for exceptional circumstances. Industry-Specific General Permits: Ecology will consider development of industry-specific general
permits, as needed. An industry-specific permit is a permit that can apply to all industries of a similar type. Examples of industry-specific general permits that include stormwater
are Sand and Gravel, and Boatyards. What Does The Industrial Stormwater General Permit Require Industries To Do? The development of an Industrial Stormwater Pollution Prevention Plan
(SWPPP) by each industry is a key Permit requirement. The Industrial SWPPP requirements include: • Identifying the potential sources of pollutants that may contaminate stormwater. •
A description and implementation of operational and structural source control BMPs to reduce the stormwater pollutants and comply with the stormwater general permit. The permit also
includes requirements for: • Effluent limitations for certain types of industrial facilities, and certain discharges to 303(d) impaired waterbodies; • Monitoring: All facilities are
required to conduct quarterly monitoring and sampling. There are additional monitoring requirements for certain, identified industry groups; • Application of additional source control
and treatment BMPs to control pollutants further if certain “benchmark” levels of pollutants, as identified in the permit, are exceeded; • Reporting and Recordkeeping; • Operation and
Maintenance Municipalities May Have To Apply for an Industrial Stormwater Permit or Other General Permit Some municipalities own or operate an “industrial activity.” If that industrial
activity has a stormwater discharge to surface waters or storm drains tributary to surface waters, the municipality must apply for the Industrial Stormwater General Permit (or applicable
industry-specific general permit, e.g., Sand & Gravel General Permit, Boatyard General Permit, etc.) unless the site qualifies for a Conditional “No Exposure” Certificate. In the latter
case, a “no exposure” application form should be submitted. Examples of industrial activities conducted by municipalities include, but may not be limited to: sand and gravel mining;
crushed and broken stone operations; rip rap mining and quarrying; landfills, recycling facilities, land application sites, and open dumps that receive or have received industrial waste;
transportation facilities which have vehicle maintenance shops; equipment cleaning; airport de-icing operations; and sewage treatment plants with a design flow above one million gallons
per day; and power plants. Construction Stormwater Permits Construction sites that will disturb one acre or more and will have a discharge of stormwater from the project site to surface
water must apply for Ecology's Construction Stormwater General Permit. The permit requires application of stabilization and structural practices to reduce the potential for erosion
and the discharge of sediments from the site. The stabilization and structural practices cited in the 95 permit are similar to the core requirements for sedimentation and erosion control
in Volume I and II of the SWMM; refer to the Construction Stormwater General Permit for specific requirements. Municipal Stormwater Permits NPDES Permit Program for Municipal Stormwater
Discharges Phase I. Ecology has issued stormwater discharge general permits to the cities of Seattle and Tacoma; the counties of King, Pierce, Clark, and Snohomish; and the discharges
from state highways managed by the Department of Transportation within those jurisdictions. These permits contain conditions for compliance with both federal and state requirements
and are issued as combined NPDES and State Wastewater Discharge Permits. Ecology reissued the Phase I general permit in 2007 and plans to reissue the next permit in 2012. Phase II.
The EPA adopted Phase II stormwater regulations in December 1999. Those rules identify additional municipalities as subject to NPDES municipal stormwater permitting requirements. Over
100 municipalities in Washington are subject to the requirements. Federal regulations required issuance of Phase II permits by December 2002, and required the Phase II communities to
submit their stormwater programs to comply with permit requirements by March 2003. Ecology issued the Phase II permits for Eastern Washington and Western Washington in 2007 and plans
to reissue these two general permits in 2012. 96 Appendix IV-G: Example of an Integrated Pest Management Program Integrated Pest Management (IPM) is a natural, long-term, ecologically
based systems approach to controlling pest populations. This system uses techniques either to reduce pest populations or maintain them at levels below those causing economic injury,
or to so manipulate the populations that they are prevented from causing injury. The goals of IPM are to encourage optimal selective pesticide use (away from prophylactic, broad spectrum
use), and to maximize natural controls to minimize the environmental side effects. A step-by-step comprehensive Integrated Pest Management (IPM) Program is provided below as a guide:
Introduction This section provides a sound cultural approach to managing lawns and landscapes and minimizing runoff. Many homeowners or property managers will be able to implement most
or all of this approach, others will wish to hire these services out. For the do-it yourselfer, an array of resources are available to assist in the effort. Landscaping businesses,
agricultural extensions, local agencies, master gardener programs, local nurseries and even the library can all provide assistance. Landscaping professionals (businesses) are particularly
encouraged to practice IPM. Definition “Integrated pest management, or IPM, is an approach to pest control that uses regular monitoring to determine if and when treatments are needed,
and employs physical, mechanical, cultural, and biological tactics to keep pest numbers low enough to prevent intolerable damage or annoyance. Leasttoxic chemical controls are used
as a last resort.” True IPM is a powerful approach that anticipates and prevents most problems through proper cultural practices and careful observation. Knowledge of the life cycles
of the host plants and both beneficial and pest organisms is also important. The IPM section of this study guide is adapted from Least Toxic Pest Management for Lawns by Sheila Daar,
Following the IPM process gives you the information you need to minimize damage by weeds, diseases and pests and to treat those problems with the least toxic approaches. The Integrated
Pest Management Process Step One: Correctly identify problem pests and understand their life cycle. Learn more about the pest. Observe it and pay attention to any damage that may be
occurring. Learn about the life cycle. Many pests are only a problem during certain seasons, or can only be treated effectively in certain phases of the life cycle. Step Two: Establish
tolerance thresholds for pests. Every landscape has a population of some pest insects, weeds, and diseases. This is good because it supports a population of beneficial species that
keep pest numbers in check. Beneficial organisms may compete with, eat, or parasitize disease or pest organisms. Decide on the level of infestation that must be exceeded before treatment
needs to be considered. Pest populations under this threshold should be monitored but don’t need treatment. For instance, European crane flies usually don’t do serious damage to a lawn
unless there are between 25 – 40 larvae per square foot feeding on the turf in February (in normal weather years). Also, most people consider a lawn healthy and well maintained even
with up to 20% weed cover, so treatment, other than continuing good maintenance practices, is generally unnecessary. 97 Step Three: Monitor to detect and prevent pest problems. Regular
monitoring is a key practice to anticipate and prevent major pest outbreaks. It begins with a visual evaluation of the lawn or landscape's condition. Take a few minutes before mowing
to walk around and look for problems. Keep a notebook, record when and where a problem occurs, then monitor for it at about the same time in future years. Specific monitoring techniques
can be used in the appropriate season for some potential problem pests, such as European crane fly. Step Four: Modify the maintenance program to promote healthy plants and discourage
pests. A healthy landscape is resistant to most pest problems. Lawn aeration and overseeding along with proper mowing height, fertilization, and irrigation will help the grass out-compete
weeds. Correcting drainage problems and letting soil dry out between waterings in the summer may reduce the number of crane-fly larvae that survive. Step Five: If pests exceed the tolerance
thresholds Use cultural, physical, mechanical or biological controls first. If those prove insufficient, use the chemical controls described below that have the least non-target impact.
When a pest outbreak strikes (or monitoring shows one is imminent), implement IPM then consider control options that are the least toxic, or have the least non-target impact. Here are
two examples of an IPM approach: 1. Red thread disease is most likely under low nitrogen fertility conditions and most severe during slow growth conditions. Mow and bag the clippings
to remove diseased blades. Fertilize lightly to help the grass recover, then begin grasscycling and change to fall fertilization with a slow-release or natural-organic fertilizer to
provide an even supply of nutrients. Chemical fungicides are not recommended because red thread cannot kill the lawn. 2. Crane fly damage is most prevalent on lawns that stay wet in
the winter and are irrigated in the summer. Correct the winter drainage and/or allow the soil to dry between irrigation cycles; larvae are susceptible to drying out so these changes
can reduce their numbers. It may also be possible to reduce crane fly larvae numbers by using a power de-thatcher on a cool, cloudy day when feeding is occurring close to the surface.
Studies are being conducted using beneficial nematodes that parasitize the crane fly larvae; this type of treatment may eventually be a reasonable alternative. Only after trying suitable
non-chemical control methods, or determining that the pest outbreak is causing too much serious damage, should chemical controls be considered. Study to determine what products are
available and choose a product that is the least toxic and has the least nontarget impact. Refer to the Operational BMPs for the use of Pesticides below for guidelines on choosing,
storing and using lawn and garden chemicals. Step Six: Evaluate and record the effectiveness of the control, and modify maintenance practices to support lawn or landscape recovery
and prevent recurrence. Keep records! Note when, where, and what symptoms occurred, or when monitoring revealed a potential pest problem. Note what controls were applied and when, and
the effectiveness of the control. Monitor next year for the same problems. Review your landscape maintenance and cultural practices to see if they can be modified to prevent or reduce
the problem. A comprehensive IPM Program should also include the proper use of pesticides as a last resort, and vegetation/fertilizer management to eliminate or minimize the contamination
of stormwater. 98
06 Habitat for Humanity Yelm - Final Plat Map.pdf SV-1
R E G I S T E R E D S T A T E O F W A S H I N G T O N P R O F E S S I O N A L L A N D S U R V E Y O R R E G I S T E R E D S T A T E O F W A S H I N G T O N P R O F E S S I O N A L L
A N D S U R V E Y O R
07 Habitat for Humanity Yelm - DRAFT STEP Sewer System Easement - Corporate.pdf UTILITY EASEMENT
Page 1 of 2 STEP SEWER SYSTEM EASEMENT (CORPORATE FORM) THIS INDENTURE, made this _____ day of __________, 20____, between South Puget Sound Habitat for Humanity, hereinafter called
the GRANTOR, and the CITY OF YELM, a Municipal Corporation, hereinafter called the GRANTEE, WITNESSETH: For good and valuable consideration, receipt of which is hereby acknowledged,
the Grantor hereby grants and conveys to the Grantee, its successors and assigns, A PERPETUAL EASEMENT FOR operation, maintenance and repair of septic tanks, pump chambers, pressure
sewer connection lines and pump electrical services, over, under, upon and through a portion of that certain real property situate and being in the County of Thurston, State of Washington,
more particularly described as follows, TO WIT: PERMANENT EASEMENT: PARCEL: (PER STATUTARY WARRANTY DEED AF #4742143) BOUNDRY LINE ADJUSTMENT NO. BLA-05-0784YL, AS RECORDED DECEMBER
11, 2006 UNDER AUDITORS FILE NO. 38887051 TOGETHER WITH the right to enter upon, over and along said real property hereinbefore described, from time to time, to construct, inspect,
repair, alter, modify, replace, remove, and update to present and future technological standards, said STEP SEWER SYSTEM. The Grantor shall not place or construct a building or other
structure on the easement right-of-way. The permanent rights herein granted to the Grantee shall continue in force until such time as the Grantee, its successors or assigns, shall
permanently abandon the same and upon such removal or abandonment, all rights hereby granted shall terminate. IN WITNESS WHEREOF, this instrument has been executed the day of
, 20 . South Puget Sound Habitat for Humanity CITY OF YELM BY: ___________________________ BY: (Signature) (Signature) ITS: ___________________________ ITS: __________________
_________ (Title) (Title) Page 2 of 2 STATE OF WASHINGTON ) ) ss COUNTY OF THURSTON ) On this day and year below, personally appeared before me , to me known to be
the of , and who executed the within and foregoing instrument and acknowledged that he/she signed the same as his/her own free and voluntary act and deed on behalf of themselves
or as corporate officers of the named corporation with the full authority, for the uses and purposes herein mentioned. Given under my hand and seal this ________ day of ______________,
20____. Notary Public in and for the State of Washington, residing at My commission expires: STATE OF WASHINGTON ) ) ss COUNTY OF THURSTON ) On this day and year
below, personally appeared before me , to me known to be the Public Services Director of the City of Yelm, a Municipal Corporation, who executed the foregoing instrument and acknowledged
the said instrument to be the free and voluntary act and deed of said Municipal Corporation for the uses and purposes therein mentioned and on oath states he is authorized to execute
the said instrument. Given under my hand and seal this ___ day of _________, 20 . Notary Public in and for the State of Washington, residing at My commission expires:
08 Habitat for Humanity Yelm - Engineers-Construction-Inspection-Report.pdf
ENGINEER’S CONSTRUCTION INSPECTION REPORT FORM Project Name: Project Number: Location (address, or other): Stormwater
Ponds (detention, infiltration, wetponds, etc.): 1. Type: 2(a). After pond construction, have infiltration tests and/or soil logs been completed?
2(b). Indicate test results and compare with design criteria (pre-construction soils information). Do the post-construction values indicate a need to modify system design?
Explain. 3. Outlet Type 4. Field verify orifices, weirs, overflow at correct elevation: (Y/N) ___________________ Comments:
5. Field verify orifices, weirs, etc. of correct size per design plans: (Y/N) ______________ Comments: 6. Emergency Spillway at correct elevation, slope,
width, adequately armored, etc. (Y/N) Comments: 7. As-built of pond volume verified based on field survey: (Y/N) As-built volume at Max water elevation:
Cubic Feet Engineer’s Construction Inspection Report Form Page 1 of 5 8. Pond side slopes per design: ___________________ 9. Pond landscaping completed per design:
10. Pond inlet pipes and swales adequately armored: 11. Pond outlet pipe is adequately armored to prevent erosion: 12. Amended soils
placed per design (if applicable): Water Quality Treatment Facility: 1. Facility dimensions (width, length, depth, slope, etc.) per plans based on field survey:
Comments: 2. Level spreaders constructed per plan and field verified: (Y/N) 3. Amended soils meet specifications and placed per plans
and specifications: (Y/N) ________, Depth of amended soil: ________ inches. Comments: 4. Swale bottom sodded and sideslopes seeded per design seed mix: (Y/N):
Comments: 5. Plantings installed per planting plan (quantity, type and quality): (Y/N): Page 2 of 5 Engineer’s Construction
Inspection Report Form 6. Grass established and growing (swale bottom & slopes) _______________________________ _______________________________________________________________________________
Conveyances 1. Channels properly graded, sloped, planted, etc. 2. Storm sewers are at proper grade, inlets as designed, trenches as designed,
pipe bedding properly prepared, backfilling procedures correct, materials as specified, etc. Dispersion & Post-Construction Soil Quality/Depth: 1.
Have all required disturbed areas had amended soils placed of the type and amount required: (explain) _____________ 2. Are areas designated
for stormwater dispersion undisturbed and protected from encroachment by signage and fencing as required: 3. Have disturbed areas of native vegetation required
to remain undisturbed been replanted and restored per Best Management Practices: ______ 4. Are level spreaders and rock dispersion pads in place
and functioning correctly: 5. Inspect dispersion areas and verify that no short circuiting, channeling, etc. is occurring to prevent sheet flow treatment
of stormwater: Engineer’s Construction Inspection Report Form Page 3 of 5 Roof Leaders: 1. Do roof leaders drain to infiltration trenches, drywells or rain
gardens as shown on the plans (if applicable). 2. If roof drain dispersion is used, do splash blocks direct roof runoff to amended soils, do contributing areas of different
roof drains meet convergence criteria and is there adequate dispersion length through native vegetation or amended soils as required by Best Management Practices?
Erosion Control: 1. Describe erosion temporary erosion and sediment control measures used during project construction:
2. Describe temporary erosion and sediment controls remaining in place pending full site stabilization: 3. What final
site stabilization still needs to occur prior to removing final temporary erosion and sediment control facilities: 4. During construction
were there any discharges of sediment laden waters to water bodies, wetlands or to adjacent properties? If so, what measures were taken to mitigate impacts:
Page 4 of 5 Engineer’s Construction Inspection Report Form Engineer’s Construction Inspection Report Form Page 5 of 5 5. Are permanent erosion control measures
in place and as designed? Signature and Seal: I or someone under my direct supervision have adequately inspected the project during construction and
to the best of my knowledge the project was built according to the approved plans and specifications except as noted above. Signature/Date:
09 Habitat for Humanity Yelm - Infiltration Verification Testing Memo.pdf
Tumwater, WA SageGeotechnical.com March 4, 2025 Transmitted via email to: ben@spshabitat.org South Puget Sound Habitat for Humanity P.O. Box 2225 Olympia, WA 98507 Attn: Ben Fransua,
Director of Construction Re: Verification Testing Services Yelm Planned Residential Development Yelm, Washington Sage Project No. 052002 Dear Mr. Fransua: At the request of South
Puget Sound Habitat for Humanity (SPS Habitat, project owner), Sage Geotechnical, LLC (Sage) completed verification testing in support of the Yelm Planned Residential Development project.
The results of the verification testing are summarized herein. PROJECT UNDERSTANDING SPS Habitat is developing a 2.3-acre parcel located at 407 Longmire Street Northwest in Yelm, Washington
(site). The City of Yelm has required verification testing of two existing stormwater infiltration ponds. The approximate locations of the ponds are shown on Attachment 1. VERIFICATION
TESTING The stormwater pond in the western half of the site has a 300-square-foot (sf) base and 3 horizontal to 1 vertical side slopes partially vegetated with grass. The stormwater
pond in the eastern half of the site has a 200-sf base with gentle slopes covered in mulch. On February 27, 2025, Sage completed verification tests of the two stormwater ponds. Testing
was completed in accordance with the U.S. Environmental Protection Agency’s (EPA) falling head percolation test procedure. The test procedure and locations were selected by LDC, Inc.
(project civil engineer). The verification tests included multiple trials; during each trial, 6 inches of water was infiltrated into the base of the pond. The trials were repeated until
they yielded similar infiltration rates. Yelm Planned Residential Development March 4, 2025 2 SageGeotechnical.com March 4, 2025 Infiltration rates were calculated in accordance
with the EPA’s falling head percolation test procedure. This procedure does not include correction factors or factors of safety. Sage calculated a field infiltration rate of 15.8 inches
per hour for the western pond and 9.6 inches per hour for the eastern pond. CLOSING We trust that this letter provides you with the information needed to proceed with the project.
If you have questions or comments, please contact the undersigned at lancel@sagegeotechnical.com. SAGE GEOTECHNICAL, LLC Lance Levine, PE Senior Geotechnical Engineer LGL/MCS/DCS
[HTTPS://SAGEGEOTECHNICAL.SHAREPOINT.COM/SITES/SAGEGEOTECHNICAL/SHARED DOCUMENTS/PROJECTS/052 SOUTH PUGET SOUND HABITAT FOR HUMANITY/002 YELM PLANNED RESIDENTIAL DEVELOPMENT/R/YELM
PRD VERIFICATION TESTING LETTER 3.4.2025.DOCX] Attachments: Attachment 1. Plan Sheet DR-01 ATTACHMENT 1 Plan Sheet DR-01 ROAD A DRYWELL TABLE 12/18/2023 Expires Approved
for Construction Civil Review Engineer Reza R. Roukerd 7/23/2023 Infil-1 Infil-2
10 Habitat for Humanity Yelm - Record Drawings.pdf FR-02
www.LDCcorp.com F 425.482.2893 T 425.806.1869 r r oo mp 1411 State Avenue NE, #200 Olympia, WA 98506 www.LDCcorp.com F 425.482.2893 T 425.806.1869 r r oo mp 1411 State Avenue NE, #200
Olympia, WA 98506 www.LDCcorp.com F 425.482.2893 T 425.806.1869 r r oo mp 1411 State Avenue NE, #200 Olympia, WA 98506 ¬# ¬# ¬#¬ # ¬# ¬# ¬# ¬# ¬# ¬# SCALE IN FEET 0 20 40 www.LDCcorp.com
F 425.482.2893 T 425.806.1869 r r oo mp 1411 State Avenue NE, #200 Olympia, WA 98506 EASEMENT VACATION NOTE: www.LDCcorp.com F 425.482.2893 T 425.806.1869 r r oo mp 1411 State Avenue
NE, #200 Olympia, WA 98506 FIRE LANE PARKINGNO www.LDCcorp.com F 425.482.2893 T 425.806.1869 r r oo mp 1411 State Avenue NE, #200 Olympia, WA 98506 www.LDCcorp.com F 425.482.2893 T
425.806.1869 r r oo mp 1411 State Avenue NE, #200 Olympia, WA 98506 ROAD A www.LDCcorp.com F 425.482.2893 T 425.806.1869 r r oo mp 1411 State Avenue NE, #200 Olympia, WA 98506 ROAD
A www.LDCcorp.com F 425.482.2893 T 425.806.1869 r r oo mp 1411 State Avenue NE, #200 Olympia, WA 98506 DRYWELL TABLE STORM PROFILE #1 www.LDCcorp.com F 425.482.2893 T 425.806.1869 r
r oo mp 1411 State Avenue NE, #200 Olympia, WA 98506 ™ ” ’ ’ ROAD A WATER METER SCHEDULE www.LDCcorp.com F 425.482.2893 T 425.806.1869 r r oo mp 1411 State Avenue NE, #200 Olympia,
WA 98506 www.LDCcorp.com F 425.482.2893 T 425.806.1869 r r oo mp 1411 State Avenue NE, #200 Olympia, WA 98506 ’ “ ” ’ ’ www.LDCcorp.com F 425.482.2893 T 425.806.1869 r r oo mp 1411
State Avenue NE, #200 Olympia, WA 98506 ROAD A SIDE SEWER CONNECTIONS www.LDCcorp.com F 425.482.2893 T 425.806.1869 r r oo mp 1411 State Avenue NE, #200 Olympia, WA 98506 www.LDCcorp.com
F 425.482.2893 T 425.806.1869 r r oo mp 1411 State Avenue NE, #200 Olympia, WA 98506 “ ” ’ www.LDCcorp.com F 425.482.2893 T 425.806.1869 r r oo mp 1411 State Avenue NE, #200 Olympia,
WA 98506 LONGMIRE STREET NW www.LDCcorp.com F 425.482.2893 T 425.806.1869 r r oo mp 1411 State Avenue NE, #200 Olympia, WA 98506 LONGMIRE STREET NW SECTION A-A SECTION B-B www.LDCcorp.com
F 425.482.2893 T 425.806.1869 r r oo mp 1411 State Avenue NE, #200 Olympia, WA 98506 www.LDCcorp.com F 425.482.2893 T 425.806.1869 r r oo mp 1411 State Avenue NE, #200 Olympia, WA 98506
11 Habitat for Humanity Yelm - Landscape Maintenance Cost Estimate.pdf
March 26, 2025 LDC received the following costs associated with the anticipated annual cost of maintenance for the landscaping for the Habitat for Humanity
– Yelm Plat from South Puget Sound Habitat for Humanity for the Landscape Performance Assurance. 1. Pond Annual Maintenance $ 1,000 2. Park Annual Maintenance $ 2,500 3. Planter
Annual Maintenance $ 2,500 Total Annual Maintenance $ 6,000 Total Maintenance for 3 Years $ 18,000 Performance Assurance 150% increase $ 27,000 If you have any questions
or concerns with these costs, please contact me directly at (360) 634-2066 or email me at tbradley@ldccorp.com. Respectfully LDC, Inc Tyrell Bradley, P.E. Principal Engineer
LD 2022.0108 - Habitat for Humanity - Final Plat Checklist.docx
LAND DIVISION PROJECT CLOSEOUT (FINAL PLAT) CHECKLIST
PROJECT NUMBER: LD 2022.0108
PROJECT NAME: Habitat for Humanity
ADDRESS & PARCEL #: 407 Longmire St NW, 22719230700
Final Sign off:
Date
Remarks:
X
Water
X
Sewer
X
Sidewalks/Streets
X
Stormwater
X
Engineering
X
Planning
X
Fire Department
Req’d
Document
Recording # and Date
Amount
X
Summary of how all conditions of approval and SEPA mitigation have been met.
X
Lot Closures & Plat Certificate
X
Warranty Agreement
X
Survey Review Fee
X
Improvement Deferrals (Landscape, streetlighting, ect.)
Playground, Pavement Marking, and signs
Latecomers Fee
X
Bills of Sale (water and sewer)
X
Storm Water Maintenance Agreement
X
Hydrant Lock Fees
Paid
Septic/Drainfield Abandonment
Decommissioned Well Transfer
X
ROW Dedication Deeds
On Plat
X
Easements
On Plat
X
CCR’s
X
Engineer’s Construction Inspection Report
X
Record Drawings
We need a total project cost for all public infrastructure from Ben at Habitat. He can forward the contractors estimate or cost and we can put it together on our end.
Filled out word doc
Send this to Ben to get signed
Send the STEP sewer system easement doc to Mountain 2 Coast asking them to add an easement to the final plat that captures the easement language of the easement doc.
I have a comment to add to the final plat before you send this out
Site Plan Review Application Submittal Confirmation.pdf
Site Plan Review Application Site Plan Submission Instructions Site Plan Review Instrucons Complete the application cover sheet. Submission: □ Attach pdf at digital application; or
□ A thumb drive with copies of all application materials in Adobe Acrobat portable document format Administrative and Quasi-Judicial permits: □ The names and addresses of owners
of record for all land within 300 feet of the boundaries of the property on which the development is proposed. You must include: § A map showing the project site and 300 foot radius
(available online from Thurston County https://map.co.thurston.wa.us/parcelinfo/). § Avery 5160 or equivalent mailing labels typed on a letter sized label sheet. Labels must include
the tax parcel number, owner’s name, and mailing address. □ For projects creating more than 20 new PM peak hour trips, a trip generation report is required. Please make sure your
application contains all the additional information that may be required in the section for specific applications. State Environmental Policy Act (SEPA) A threshold determination and
environmental checklist pursuant to the State Environmental Policy Act is NOT required if your project is not on lands covered by water and is: § 24 or fewer single-family dwelling
units. § 32 or fewer multiple family dwelling units. § the construction of any office, school, commercial, recreational, service or storage building 10,000 square feet or smaller
which creates fewer than 25 new peak p.m. trips to the transportation system and with 90 or fewer associated parking stalls; or § landfill or excavation permit for 1,000 cubic yards
or less throughout the lifetime of the permit. A I – A A ( H O) Site plan drawing or drawings at a scale of not less than one inch for each 50 feet which includes: □ Datum, north
arrow, date and scale; □ Vicinity map; □ The boundaries of the property proposed to be developed; □ The location of all existing and proposed structures, including, but not limited
to, buildings, building setback lines, fences, culverts, bridges, roads and streets on the subject property; □ All areas, if any, to be preserved as buffers or to be dedicated to
a public, private or community use or for open space under the provisions of this or any other city ordinance, and information regarding percentage of area covered; □ Preliminary
landscaping; □ Tree and vegetation retention plan; □ All existing and proposed easements; □ The locations of all existing and proposed utility structures and lines, and the location
of any wells and underground storage tanks on or within 100 feet of the site; □ The stormwater drainage systems for existing and proposed structures and preliminary stormwater drainage
report; □ All means of vehicular and pedestrian ingress and egress at the site and the size and location of driveways, streets and roads; □ The location and design of off-street
parking areas showing their size and locations of internal circulation and parking spaces; □ The location of all loading spaces, including, but not limited to, truck loading platforms
and loading docks; □ A grading plan for any cuts and/or fills collectively exceeding 100 cubic yards, exclusive of cuts and fills solely for streets or utilities. Such plan shall
include the extent and nature of proposed cuts and fills and information on the character of the soil and underlying geology; □ Location and area, in square feet, of all signs; □
Topographic map or maps that delineate contours, both existing and proposed, at intervals of two feet, and which locate existing streams and forested areas, and the location of all
areas subject to flooding with any proposed flood control facilities or improvements; □ The location of other natural features such as rock outcroppings and marshes; □ The boundaries
of any natural resource lands or critical areas as defined by the city; □ The proposed number of square feet in paved or covered surfaces, whether covered by buildings, driveways,
parking lots or any other structure covering land; and the total amount of square feet in the entire proposed development site; and □ The proposed number of dwelling units in the
development, if applicable; □ Building elevations, perspective renderings or such other graphic material or evidence to illustrate effect on the view enjoyed by and from other properties
in the vicinity. □ A copy of covenants or other restrictions applying to or proposed to encumber or be imposed upon the site; A I – S P Boundary Line Adjustment. □ Current Plat
Certificate (limited liability title report) □ Declaration of Boundary line Adjustment. May be on face of Boundary Line Adjustment Map Preliminary Subdivisions – All Types. A map
of the proposed subdivision drawn upon one or more sheets with a maximum size of 18 inches by 24 inches; these sheets shall show specifically and clearly the following features and
information: □ The plat datum, north arrow, date, and scale at one inch equals either 50, 100, or 200 feet. □ The boundary lines of the property to be divided and names of adjacent
subdivisions, streets, and boundary lines of adjacent parcels. □ The boundaries of existing adjacent or internal lots, blocks and streets shown with dotted lines. □ The boundaries
and purpose of parcels of land intended to be dedicated or temporarily reserved for public use or to be reserved for common use of property owners or residents of the subdivision, along
with any conditions or limitations of such dedications or reservation clearly indicated. □ Location and type of existing and proposed street lighting. □ Location of any trees and
natural features and whether they are to be preserved. □ The location and size of all existing sewers, water mains, culverts and other public or private underground installations
within and adjacent to the subdivision. □ Location, widths and names of all existing and proposed streets, sidewalks, railroads, power lines, telephone lines within or adjacent to
the proposed subdivision. □ The grade and curve radii of curves of existing and proposed streets within the plat boundary and within 300 feet of the subdivision. □ The layout and
dimensions of existing and proposed street and alley rights-of-way, utility and access easements and lots and blocks. □ The location of other significant features such as city limits,
section lines and section corners. □ Existing and proposed survey and elevation monuments. Final Subdivisions – All Types. Names, addresses and phone numbers of the owner, applicant,
engineer and/or surveyor. A copy of any deed restrictions to be applicable to the subdivision. A copy of any separate dedication documents. Documentation of acreage to the nearest hundredth
of each lot of one acre or more and square footage of each lot of less than one acre, and mathematical boundary closure of the subdivision, of each lot and block, of street centerlines,
showing the error of closure, if any. A map on one or more sheets with, at minimum, the following content: □ The date, scale, north arrow and legend. □ Controlling topography and
existing features such as streams, streets and railroads, if applicable. □ Legal description of the subdivision boundaries. □ A complete survey of the section or sections in which
the subdivision is located, or as much thereof as may be necessary to properly orient the plat within such section or sections, including reference points and lines of existing surveys
identified that relate to the plat including: □ All stakes, monuments or other evidence found on the ground and used to determine the boundaries of the subdivision. If a section breakdown
is required to determine the boundaries of the subdivision, such section breakdown shall be shown. Location and monuments found or reset with respect to any established centerline of
streets adjacent to or within the proposed subdivision. All other monuments found or established in making the survey of this subdivision or required to be installed by provisions of
this title division. □ Adjoining corners of adjoining lots, blocks, and subdivisions. □ Section and donation land claim lines within and adjacent to the subdivision, if applicable.
□ The exact location and width of streets and easements intersecting the boundary of the tract, if applicable. □ Tract, block and lot boundary lines and street rights-of-way and
centerlines, with dimensions, bearings or deflection angles, radii, arcs or central angles, points of curvature and tangent bearings. Tract boundaries, lot boundaries and street bearings
shall be shown to the nearest second with basis of bearings. All distances shall be shown to the nearest one-hundredth foot. □ The width and location of existing easements and rights-of-way
and of easements and rights-of-way being dedicated. □ Prominent lot and block numbers beginning with number “1” and numbered consecutively without omission or duplication in a given
block or subdivision and so placed as not to obscure any figure. Block numbering shall be a continuation of blocks in any contiguous subdivision of the same name. □ Land parcels to
be dedicated to any public or private purpose shall be distinguished from lots intended for general development. The land division map shall include the following statements, which
may be combined where appropriate: □ Approval signature blocks for the city, to include the mayor, attested by the city clerk, the public works director and the community development
director, except short subdivision maps do not require mayor signature. □ An acknowledgment before the auditor or another officer who is authorized by law to take acknowledgment of
deeds by the person filing the plat or a certificate of the acknowledgment annexed to such plat and recorded therewith. □ A certificate of consent to the preparation and recording
of the plat with the acknowledged signature of all parties with any record title interest in the land being subdivided. □ A certificate dedicating all parcels of land shown on the
final map intended for any public use with the acknowledged signature of all owners of the subdivision. □ A certificate with the seal of and signature of the surveyor responsible
for the survey and final plat. □ Certification from the county treasurer that all taxes and assessments for which the property may be liable have been duly paid, satisfied or discharged
as of the date of certification. □ Certification of examination and approval by the county assessor. □ Certification of title by a title insurance company, dated not more than 30
days prior to final plat application, with the names of all persons whose consent is necessary to effectively dedicate proposed streets and other easements. All final subdivision maps
shall be drawn in accordance with the following standards: □ The final map shall be clearly and legibly drawn in permanent black ink. □ The scale of the map shall be one inch equals
either 50, 100, 200, or 400 feet; the appropriate scale to be determined on the basis of the area of the subdivision. □ Lettering shall be at least 3/32 of an inch high. □ The perimeter
of the plat or subdivision being recorded shall be depicted with heavy lines wider than the remaining portion of the plat of the subdivision. □ The size of each sheet shall be 18
by 24 inches. □ A margin line shall be drawn completely around each sheet leaving an entirely blank margin of at least three inches on the left side and at least one-half inch on
each of the other three sides. □ If more than two sheets are used, provide an index of the entire subdivision showing the arrangement of all sheets. Each sheet shall be numbered.
□ The plat title, date, scale, quarter-quarter section and north arrow shall be shown on each appropriate sheet of the final plat. □ All signatures placed on the final plat shall
be original signatures written in permanent black ink. The survey of the proposed subdivision and preparation of the plat shall be made by or under the supervision of a registered land
surveyor of the state of Washington who shall certify on the plat that it is a true and correct representation of the lands actually surveyed. Permanent control monuments shall be established
at each and every controlling corner on the boundaries of the parcel of land being subdivided. Planned Residenal Developments. □ Front and side elevations, and exterior architectural
treatments. □ Program for development including estimated staging or timing of development, including build-out data to be submitted to the city and to the applicable school district
for each year during the construction period. □ Proposed ownership pattern upon completion of development. □ Basic content of restrictive covenants. □ Provisions to assure permanence
and maintenance of common open space through homeowner’s association formation, condominium development or other means acceptable to the city. □ Statement describing the relationship
of the proposed planned residential development to the Yelm comprehensive plan. Mixed Use Development. A written statement providing the following information: □ Program for development
including staging or timing. □ Proposed ownership pattern upon completion of development. □ Basic content of restrictive covenants, if any. □ Provision to assure permanence and
maintenance of open space through means acceptable to the city. □ Statement of tabulation of number of persons to be employed, served or housed in the proposed development. □ Statement
describing the relationship of the proposed development to Yelm’s comprehensive land use plan. □ Statement indicating availability of existing or proposed sanitary sewers. □ Land
use and architectural guidelines to be used by the city and the associated architectural review authority to apply to future buildings. Wireless Communicaons Facilies (WCF) – All Types
□ The proposed color(s) of the facility including antennas. □ A statement signed by the applicant and landowner indicating that: · For freestanding WCFs, the applicant and
landowner agree they will diligently negotiate in good faith to facilitate co-location of additional WCFs, by other WCF providers, on the applicant’s structure; and · For all
WCFs, the applicant and landowner agree to dismantle and remove the WCF and restore the site within one year after abandonment. □ Documentation that the WCF will not cause substantial
noise or interference with electrical, transmission or reception functions or cause similar disturbances. □ If applicant is also the WCF provider, proof that the applicant is licensed
by the FCC, or not required to be licensed. □ If the applicant is not the WCF provider, proof of lease agreements with an FCC licensed WCF provider if such provider is required to
be licensed by the FCC. □ Except for a co-location proposal, documentation that there are no co-location possibilities as an alternative to installation of the WCF. At minimum, this
requires an assessment of any existing towers that have the location, as well as the existing or potential height, structural capability and equipment structure area, to serve the applicant’s
needs, a written request to those tower owners to co-locate on their facilities, and a good faith effort to work with those tower owners to co-locate. □ Information identifying the
radio frequencies to be received, transmitted, or relayed from the facility, and technical documentation demonstrating compliance with FCC standards for electromagnetic field strength
in the form of power density expressed as micro-watts per square centimeter. □ Documentation that the WCF antenna and support structure are safe and the surrounding areas will not
be negatively affected by WCF failure, falling ice, or other debris or interference. Freestanding Wireless Communicaon Facilies. □ The reasonably calculated distance between the freestanding
WCF and the nearest residentially zoned property and the nearest property with an existing residence. □ A statement signed by the applicant stating the freestanding WCF will comply
with all Federal Aviation Administration (FAA) regulations. □ A statement signed by the applicant documenting that the freestanding WCF will accommodate the co-location of at least
two additional antennas for future users, or an explanation of why such design is not feasible for technical or physical reasons. □ Documentation that adequate security measures will
be provided, including anti-climbing devices. □ Aerial test photos (e.g., balloon) from all four directions off-site, from close proximity to the front and rear of any residence on
adjacent properties, including across any roadway fronting the subject property, and from the boundary line of any adjacent jurisdiction within two miles of the site. □ Method and
color of fencing and, if applicable, the method of camouflage and illumination. Appeal Appeals must be in writing, be accompanied by the appeal fee established by the City Council,
and contain the following information: □ Appellants name, address, and phone number; □ A statement describing the appellant’s standing to bring the appeal; □ Identification of
the decision that is the subject of the appeal, including date of the decision being appealed; □ A specific statement of the grounds for the appeal and the facts upon which the appeal
is based; □ The relief sought; and □ A statement that the appellant has read the appeal and believes the contents to be true and correct, signed by the appellant. All appeals must
be filed within 21 days from the date of the decision being appealed. Appeals may be initiated by: · The applicant and/or the owner of property to which the decision is directed;
· Another person aggrieved or adversely affected by the decision, or who would be aggrieved or adversely affected by a reversal or modification of the decision. Appeal of State
Environmental Policy Act threshold determinaons. For projects requiring a public hearing, an appeal of the issuance of a mitigated determination of non-significance will be consolidated
with the underlying permit. For projects that do not require a public hearing, the appeal must be made together with an appeal of the underlying permit of the MDNS. An appeal of a Determination
of Significance (DS) or the scope of the environmental impact statement may occur before a final decision. The Hearing Examiner shall decide the appeal at a closed record appeal hearing.
Applicant Agreement* I have read the Site Plan Review Instructions Ministerial Permits Administrative Permits Quasi-Judicial & Legislative Permits Application Deposit Required: Plans
Upload Business or Development Name:* Permit Type Ministerial Site Plan Review Boundary Line Adjustment Final Subdivision/Binding Site Plan Final Short Subdivision Mobile Food Vendor
Amended Final Plat Lot Consolidation Zoning Verification Letter Administrative Site Plan Review Administrative Subdivision Administrative Variance Short Subdivision Subdivision Alteration
Binding Site Plan Planned Residential Dev. Mixed Use Development Variance Critical Area Exception Preliminary Subdivision Special Use Permit Appeal to Hearing Examiner Appeal to City
Council Public Hearing Request Administrative Subdivision Amendment to the Unified Development Code Rezone Petition for Annexation Notice of Intent to Commence Annexation Conceptual
Master Planned Development Final Master Planned Development Comprehensive Plan Amendment Historic Register Listing or Removal 500.00$ 01 Habitat for Humanity Yelm Plat - Response to
Comments.pdf 169.24KB 02 Habitat for Humanity Yelm - Final Plat Lot Closures.pdf 453.12KB 03 Habitat for Humanity Yelm - Public ROW Cost Estimate.pdf 142.95KB 04 Habitat for Humanity
Yelm - Bill of Sale Water Sewer.pdf 543.52KB 05 Habitat for Humanity Yelm - Stormwater Maintenance Agreement.pdf 14.45MB 06 Habitat for Humanity Yelm - Final Plat Map.pdf 1.08MB 07
Habitat for Humanity Yelm - DRAFT STEP Sewer System Easement - Corporate.pdf 75.71KB 08 Habitat for Humanity Yelm - Engineers-Construction-InspectionReport.pdf 175.64KB 09 Habitat for
Humanity Yelm - Infiltration Verification Testing Memo.pdf 992.31KB 11 Habitat for Humanity Yelm - Landscape Maintenance Cost Estimate.pdf 143.31KB You may upload multiple Files. Files
must be in .PDF, .TIF or Image Format. Habitat for Humanity - Yelm Plat Description of proposed development:* Applicant Name & Contact Information First Name* Last Name* Phone* Email*
Applicant Address* Owner Name & Contact Information First Name Last Name Phone Email Owner Address Representative Name & Contact Information First Name Last Name Phone Email Representative
Address Property Information The project will construct 6 detached single-family homes and 16 attached townhomes for a total of 22 units as well as a public cul-de-sac, permanent open
space, and a lowimpact development stormwater system. Ben Fransua 360-807-5890 ben@spshabitat.org City Olympia State / Province / Region Washington Postal / Zip Code 98501 Street Address
910 5th Ave South Puget Sound Habitat for Humanity 360-807-5890 ben@spshabitat.org City Olympia State / Province / Region Washington Postal / Zip Code 98501 Street Address 711 Capitol
Way South, Suite 401 Maggie Howsden 360-634-2074 mhowsden@ldccorp. com City Tumwater State / Province / Region Washington Postal / Zip Code 98501 Street Address 321 Cleveland Ave SE,
Suite 209 Property Address* Legal Description Parcel #*(?) Size of Site Number of Lots Gross Floor Area Signature* City Yelm State / Province / Region Washington Postal / Zip Code 98597
Street Address 407 Longmire St SE (PER STATUTARY WARRANTY DEED AF #4742143) BOUNDRY LINE ADJUSTMENT NO. BLA-05-0784YL, AS RECORDED DECEMBER 11, 2006 UNDER AUDITORS FILE NO. 3887051
https://map.co.thurston.wa.us/parcelinfo/ 22719230700 2.30 acres 22 By submitting this application to the City of Yelm, you affirm that all answers, statements, and information contained
in and submitted with this application are complete and accurate to the best of your knowledge and that you are the owner of the property or duly authorized by the owner to act on their
behalf. Permission is granted to representatives of the City to enter upon and inspect the property as reasonably necessary to process the application