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HomeMy WebLinkAbout2009.08.08 - Molotsky Wetland Delineation and Enhancement PlanPrepared for:
Daniel & Kathryn Molotsky
2710 Thomas Street
Port Townsend WA 98368
MOLOTSKY
WETLAND DELINEATION
ENHANCEMENT PLAN
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Revised 2009/08/26
Report number 090423
Michael B. Dawson
Wetland Consulting
Molotsky Wetland Delineation, Revised 2009-08-26 p. 1 of 35
1. INTRODUCTION
Wetland delineation and analysis was requested by Daniel and Kathryn Molotsky for their
property on Thomas Street in Port Townsend, Washington. The Molotslcys plan to build a 352
square-foot addition on their house, replace a concrete patio and disconnect a septic system and
connect to city sewer on 25th Street. Previous wetland study on the property includes a level 1
review in June 1998 by Dixie Llewellin, of Olympic Wetland Resources and a delineation in
November 1998 by Matt Bennett, of the Coot Company. The 1998 delineation was surveyed by
Polaris, Inc. for the City of Port Townsend.
parcel acres owner address S/T/R land use
001-033-003 8.32 Daniel & Kathryn Molotsky 2710 Thomas Street 3/30N/1W residential <1 d.u/acre
At apre-application meeting on April 29, 2009, Port Townsend Planner Judy Surber indicated
that the wetland delineation should be reviewed, a current wetland rating be performed and that
any impacts to critical areas or buffers be addressed by an appropriate buffer-averaging,
enhancement or mitigation plan in accordance with the Critical Areas Ordinance (CAO),
Chapter 19.05 of the Port Townsend Municipal Code (PTMC 2009). She also indicated that the
delineation could be limited to the portion of the wetland that was near the project area.
The goal of this report is to evaluate current wetland conditions on the site and provide a buffer
enhancement plan for anticipated impacts to wetland buffers. The first section of the report will
present the results of the delineation and rating and the second will address impacts to wetland
buffers. This report was initially submitted June 26, 2009 and an Addendum was prepared July
22. Revisions requested by Ms. Surber August 20 and 21 have been incorporated into this
revised report along with the previous addendum. Therefore this document contains the entire
project information.
2. WETLAND DELINEATION REPORT
2.1. Methods
Wetland delineation was conducted under the guidelines of the Washington State Wetland
Delineation Manual (Ecology 1997) as defined in 19.05.020 of the CAO. Background data was
collected on the subject site before fieldwork was conducted. Data gathered included aerial
imagery, topographical maps, soil surveys, national and local critical areas inventories and
previous reports.
The subject site was walked on foot and observations of vegetation, soils and surface hydrology
were made. Data points were established near the project area and observations of wetland
indicators were made. Data sheets are included in Appendix A. At each data point vegetation
was observed in 30-foot radii (for trees and shrubs) and a 10-foot radius for herbs. Percent cover
was visually estimated. Dominant species in each layer (trees, shrubs and herbs) was identified
and listed with wetland indicator status from the United States Department of Agriculture
PLANTS database (USDA 2008).
Soils were observed by digging a test pit to a depth of 16 inches. Layers were identified,
measured and recorded according to changes in texture and/or color. Hydric indicators such as
organic content, sulfide odor, and moisture regime were recorded. Each layer was analyzed for
chroma and hue with a Munsell soil color chart. Mineral soils with a chroma of 1 or gley, or
matrix chroma 2 or less and distinct mottles (at least 2 degrees of hue more colorful) are
considered hydric (Ecology 1997). Soil characteristics were compared to those of the mapped
soil type in the Natural Resources Conservation Service soil survey (NRCS 2009).
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Depth to water in the test pit, or of surface water within 30 feet, was measured. Other primary
indicators of wetland hydrology such as high water marks, drift lines, sediment and/or algae
deposits and drainage patterns were recorded. One primary indicator of hydrology during 12.5
percent of the growing season (or 5 percent with stronger than facultative vegetation - as little as
9 days in the Puget Sound region) is considered to be wetland hydrology (Ecology 1997). Two
secondary indicators of hydrology (oxidized root channels, water-stained leaves, confirmed
mapped hydric soils, strongly hydrophytic vegetation) are also considered to be wetland
hydrology.
The portion of the wetland boundary near the project area was marked in the field with pink
flagging printed "WETLAND DELINEATION" and labeled with a sequential flag number (1,
2, 3...) placed every 20 to 30 feet. Soils were occasionally probed as the boundary was walked to
confirm the similarity to previously observed soils and subsurface hydrology as needed.
Location of wetland flags was recorded with gps and mapped in ArcView 9.3 to layers provided
by Tyler Johnson of the City of Port Townsend.
Wetlands were rated according to the Washington Department of Ecology Revised Wetland
Rating System foY Western Washington (Ecology 2004). The October 2008 revised rating form was
used (Appendix B). The updated list of natural heritage wetlands from the Washington Natural
Heritage Program was consulted (NHP 2008). Buffers were determined according to PTMC
19.05.110 E Buffers and Setbacks and flagged in the field measuring perpendicularly from the
delineated edge with a measuring tape.
3. BACKGROUND
3.1. Topography
The United States Geological Survey (USGS) topographical map, Port Townsend South
quadrangle, shows the Molotsky parcel to be nearly level (Figure 1) with slopes less than 15
percent grade. A small plateau at the crest of Hastings Avenue contains a number of poorly
drained areas. Drainage ditches, circa 1970s or earlier have been constructed to help drain this
area to the southeast, northeast and west. Fill from past road construction may have also
impounded waters in some areas, such as upslope of Hastings Avenue. The Molotsky property
is 226 to 242 feet above sea level and is located approximately eight-tenths of a mile northwest
of Kah Tai Lagoon.
3.2. Site History
Pre-settlement vegetation type for this area was likely coniferous forest. Clearing by settlers
began in the late 1800s with conversion to agriculture. The site was in operation as a dairy farm
previous to ownership by the Molotskys in the 1980s.
3.3. Soils
The Natural Resources Conservation Service (NRCS 2009) Web Soil Survey map indicates the
entire site is TuC-Tukey gravelly loam, 0 to 15 percent slopes (Figure 2). TuC-Tukey is an
upland soil (NRCS 2009) although it does have a dense layer that can lead to a perched water
table in wet seasons. CmCClallam gravelly sandy loam, 0 to 15 percent slopes, lies just to the
southwest of the property.
3.4. National Wetland Inventory
The United States Fish and Wildlife Service (USFWS 2009) National Wetland Inventory
NWI) map shows two freshwater wetlands within one-half mile north of the site, but none on
the subject property (Figure 3). To the southeast of the Molotsky property a 1.15-acre PSSC
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Palustrine, Scrub-shrub, Seasonally-flooded) wetland is inventoried. To the northeast, a 0.6-
acre PEMC (Palustrine, Emergent, Seasonally-flooded) wetland is mapped.
3.5. Environmentally Sensitive Areas Map
The Port Townsend Environmentally Sensitive Areas (ESA) map shows four wetlands on the
subject property (Figure 4) and several additional wetlands within one-half mile that are not
inventoried on the NWI map. A critical drainage corridor is also mapped running from the
northwest property corner at Hastings Avenue to the southeast property corner and offsite to
the 1.15-acre PSSC wetland. The onsite wetland polygons on the ESA map were from the 1998
Coot Company delineation and Polaris survey. The Deering wetland is inventoried directly to
the north of Hastings Avenue.
3.6. Previous Reports
The Level 1 Wetland Review by Olympic Wetland Resources (Llewellin 1998) includes a
wetland rating done under the old (pre-2004) rating system. The onsite wetlands were rated as
Category III under this system. The delineation by the Coot Company (Bennett 1998) found
four onsite wetlands labeled A, B, C and D, the three westernmost of which (A through C) were
determined to be a mosaic due to their proximity to each other. These were rated by Bennett as
Category III wetlands and the fourth (Wetland D) as a Category IV wetland under the old
system. Under 1998 regulations, a 50-foot buffer was applied to the Category III wetlands and a
25-foot buffer was applied to the drainage corridor. The Bennett report also presents data from
the City of Port Townsend Stormwater Flooding Maps of 1996 and 1997.
1998 Coot Co. name acreage 1998 category
Wetland A 0.20 III
Wetland B 0.15 III
Wetland C 0.13 III
mosaic total 0.48
Wetland D 0.15 IV
4. FINDINGS
Fieldwork was conducted on May 5, 2009, under partly sunny skies with an ambient air
temperature of 52 degrees Fahrenheit. The parcel was walked on foot and observations of
vegetation, soils and hydrology were made. The property is accessed via Thomas Street. The
Molotsky residence is located at the western property boundary. A barn is located to the south.
Higher ground to the east and southwest slopes gradually to the center of the property and to
the southeast. The parcel is pasture with shrubs colonizing the fencelines at the property
margins.
Three data points (DP) were established at representative upland and wetland locations (Figure
5 and Appendix A). A freshwater depressional wetland was found onsite that corresponds to
the mosaic of Category III wetlands found in the Coot Company report. This area will be
referred to in this report as Wetland A. See Figure 5 for a map of wetland boundaries. A ditch
with seasonal stream flow was also found in the inventoried drainage corridor and will be
referred to as Ditch A.
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4.1. Wetland A
Wetland A is a depressional wetland located in the northwestern corner of the subject parcel
and extending a short distance north onto the Hastings right-of--way. It is approximately 0.87
acres in size based on a partial delineation, gps measurements and estimation of the remaining
wetland boundary. The majority of the wetland is dominated by emergent vegetation with a
smaller area of shrubs at the northwestern margins along Thomas Street and Hastings Avenue.
Small areas of open water were present in Ditch A. Data points were placed near the project
area and not near the center of the wetland where stronger wetland vegetation was located.
DP-1 was established near the southwestern edge of Wetland A towards the project site. DP-2
was located between DP-1 and the house. DP-3 was located to the southeast of the house. See
Appendix A for data sheets.
The Molotsky property is occasionally mowed for hay. The disturbance of mowing makes
identification of plant species difficult, may reduce the diversity of species and introduce
invasive species that are not good indicators. For the purposes of this delineation, the site was
treated as a disturbed area (Atypical Situation), although the frequency of mowing is not high
and five to seven plant species were identified at each DP. Additional discussion of the plant
community will be presented below The site is also a seasonal wetland, and as such is
considered a Problem Area, however the site was visited in spring when hydrological indicators
were more likely to be present and previous data for the onsite wetlands is available making
additional data collection unnecessary.
4.2. Soils
Soils at DP-1 were silt loam to gravelly silt loam with lower layers showing low matrix chroma
and prominent mottles, indicating seasonally hydric conditions. Munsell readings in the layer 9
to 16 inches below surface were lOYR 3/2 with few, medium-size, prominent mottles of 7.SYR
4/6. The observations did not confirm the mapped Tukey soil type, however the gravelly parent
material was evident.
Soils at DP-2 were similar to those at DP-1 except that the mottled soil layer was slightly deeper
10 inches below surface) and soil texture was less gravelly.
Soils at DP-3 were significantly different with only faint mottling (lOYR 3/2 matrix with lOYR
3/4 mottles) that did not look redoximorphic. Soils at DP-3 were clearly upland.
4.2.1. Hydrology
Surface water was present in Ditch A to a depth of about 16 inches. At DP-1 the upper four
inches of soil was saturated and filled the test pit to 13 inches below surface, although this water
seemed to be coming from upper layers. Algal mats from higher water levels earlier in the year
had been deposited on grass in DP-1. Wetland drainage patterns are evident from the shallow
topographic basin and slow permeability of the soil. DP-1 was located in an area that has been
mapped by the City of Port Townsend as occasionally flooding (Bennett 1998).
DP-2 had slight moisture, but no soil saturation or ground water within 16 inches of the surface.
No algal deposits were present. DP-2 was slightly higher in elevation than DP-1 and so drainage
patterns were less characteristic of wetland conditions. It is believed that DP-2 would have
seasonal saturation in the wettest times of year, much of which probably occurs outside of the
growing season. However DP-2 may be inundated in the wettest years, of which 1997 was the
most recent example. From observations of this and other nearby wetlands over the past five
years and from previous reports, this type of flooding appears to occur less than 5 out of 10
years on average.
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DP-3 had no signs of hydrology and exhibited upland characteristics.
A failed septic system leaks from the northeast corner of the house into Wetland A (Figure 5).
It is hard to separate the effect of this input of water from the natural wetland hydrology,
however there is a slight slope with a difference of elevation of about 3 feet between the drain
field and the flatter portions of Wetland A. Water from the drain field can be seen spreading
downslope in a northeasterly direction and appears to be the only source of water in this slope.
At the base of the slope it meets a high water table from Wetland A.
Ditch A was constructed in the 1960s or earlier to drain the field for cow pasture. A culvert
from the Deering wetland under Hastings Avenue is the inlet for Wetland A. Water flow is
constricted in the center of the property by an undersized or clogged culvert. A secondary
constriction due to bank erosion is present at a bend in the ditch downstream of the culvert.
From there Ditch A flows southeast into an offsite wetland and terminates. There is no surface
connection with Kah Tai lagoon or other body of water. Ditch A is a Type Ns non-fish-bearing
seasonal stream.
4.2.2. Vegetation
Wetland A is dominated by emergent plants, mainly grasses, with a margin of shrubs to the
north and west. Some of the shrub-dominated fencelines are outside of the wetland boundaries.
The center of Wetland A was not sampled, but wetland plants Juncus effusus (soft rush, FACW)
and AlopecuYUS sp. (likely water foxtail, OBL) were observed there.
Less than 50 percent of dominant plant species at each data point were hydrophytic, however
slight differences were seen in relative abundance of some species. Tall buttercup (Ranunculus
acYis, FACW-) was only present at DP-1 while dandelion (TaYaxacum officinale, FACU) and
Canada thistle (Cirsiurn arvense, FACU+) were more prevalent in the upland locations. Seasonal
wetlands in old pasture in the Port Townsend area sometimes have weak indicators of wetland
vegetation and more weight was placed on soils and hydrology in this delineation based on
professional judgement.
4.2.3. Classification
Wetland A was rated as a depressional wetland based on the functions it provides for water
quality, hydrologic functions and habitat value (Appendix B). With a total score of 40, Wetland
A is a Category III wetland. Since mowing doesn't typically take place during the wet season
and vegetation is likely greater than six inches in height during the time surface waters might
transport sediments and pollution, Wetland A was given S points for question D 1.3
CharacteYistics of peYSistent vegetation. Seasonal ponding is typically less than 1/4 of the total
wetland area, although larger flood events have occurred less than 5 out of 10 years on average.
See Figure 6 for Cowardin classes and hydroperiods. The habitat score was low at 10 points due
to limited vegetation structure, diversity and interspersion of habitats and the degraded buffers
and connections with other wildlife areas.
5. DISCUSSION
The southwestern boundary of Wetland A was flagged in the field from the edge of shrubs
north of the house to the culvert in Ditch A southwest of the house. This southwestern edge of
the wetland is the only part near the anticipated project impacts of building the addition to the
residence and ditching for installing the sewer line. The remaining wetland boundary shown in
Figure 5 was estimated from observations made in the field and from interpretation of the aerial
photo. The estimated area of the wetland (0.95-acres, from ArcView polygon) is larger than the
0.48-acre area surveyed in 1998. Part of this is due to the inclusion of the area of Ditch A that
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provides a hydrological connection between the three depressions referred to as A, B and C in
the Coot Company report. The section of Ditch A within the wetland boundary functions most
like a depression with no perceptible flow in the ponded water. Part of the increase in wetland
size may also be due to reduced capacity of Ditch A to drain the area. In general, though,
Wetland A is similar in shape to the mosaic of wetlands previously delineated.
5.1. Buffers
Category III wetlands larger than 1,000 square-feet in size are regulated in Port Townsend by
the CAO. According to the buffer width table (CAO 19.05.110 E3) Category III wetlands with
habitat scores below 20 points receive 60-foot buffers for moderate-impact land use at less than
one dwelling unit per acre. A 25-foot buffer is indicated for Ditch A downstream of the culvert
for protection as a critical drainage corridor. Upstream of the culvert, Ditch A is part of
Wetland A, which has a larger buffer. In addition, a 15-foot setback from the buffer edge is
required for placement of permanent structures.
6. ENHANCEMENT PLAN
6.1.Introduction
Construction plans involve anticipated impacts to the buffer of Wetland A. The 60-foot buffer
currently extends to the middle of the existing residence and continues southeast through yard
and pasture (Figure 5). Construction plans involve adding a 16 by 22 foot addition to the house,
removing an existing 9 by 24 foot concrete patio and replacing it with a 15 by 16 foot one, and
disconnecting a septic system and installing a sewer line to connect with city sewer in 25th Street
to the south of the property. The addition has been designed by architect Andy Reece and the
sewer plan was designed by Bernt Ericsen Excavating, Inc.
6.2. Baseline
See 4.2.3 Classification discussion above and Rating Form (Appendix B) for baseline data on
functions Wetland A provides.
7. IMPACTS TO CRITICAL AREAS
Impacts to the buffer of Wetland A will be from the 352 square-foot addition and it's associated
15-foot setback. The trench for the sewer line will be routed to exit the south side of the
addition and avoid the buffer throughout it's route south to 25th Street. The proposed patio
replacement will be on the south side of the house and outside of the 60-foot buffer. A proposed
dispersion trench will be located in the setback adjacent to the reduced buffer and is discussed
below (see 7.3 Drainage Plan). The total area of impact from the addition plus setback will be
1,372 square feet (352 addition + 1020 setback).
7.1. Wetland Functions
7.1.1. Water Quality
Wetland A currently filters pollution from roadside ditches, residences and a failed septic
system through an occasionally-ponded depression vegetated with shrubs and pasture grasses.
The project will disconnect the septic system that is a source of water pollution in Wetland A.
This will be a primary reduction in impact to Wetland A.
7.1.2. Hydrologic Functions
Wetland A currently helps to regulate storm flow through Ditch A that may impact residences
located downstream during major storm events. Flow is somewhat slowed and regulated by the
gentle topography and vegetation. The project will add 352 square feet of impervious surface to
the property and a drainage plan is detailed below to address additional roof runoff. The 8-acre
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parcel currently has a low impervious surface coverage of less than 10 percent. The addition
will not add a large amount of surface but the addition will be within the buffer of Wetland A.
7.1.3. Habitat
Wetland A has low habitat value based on the low species diversity, degraded buffers and
disrupted corridors. Steps to maintain or improve habitat functions will be detailed below in the
enhancement plan.
7.2. Impact Avoidance and Reduction
Construction alternatives have been considered for project, including the building of a second
residence on the property instead of adding an addition; adding a larger addition; adding an
addition onto another part of the house; not taking any action. The desired alternative -adding
a 352 square-foot addition to the east end of the house - combines a modest-sized addition with
the most practical part of the existing structure to modify due to roof lines, interior structure
and proximity of the house to Thomas Street. In addition, the disconnecting of the failed septic
system will be a large improvement in water quality and a reduction in impact to Wetland A.
7.3. Drainage Plan
The Molotsky property consists of a 8.32-acre (362,371 square-foot) parcel with an existing
single-family residence 33 by 43 feet in area and a barn 47 by 53 feet in area (measuring
rooflines). In addition there is a gravel drive 20 by 30 feet in size and two concrete patios (9 by
24 and 17 by 22 feet in size). The total existing impervious surface is 5,100 square feet, or 1.41%
of the total property area.
Area Impervious
surface (s.f.)
of total
surface
House 1,419
Barn 2,491
Drive 600
Patios 590
Total existing 5,100 1.41
Proposed addition 352
Remove old patio 216
New patio 240
New total 5,476 1.51
The proposed addition adds 352 square feet, plus 24 square feet increase in patio space, brings
the total impervious surface to 5,476 square feet or 1.51% of the total property area.
The Department of Ecology Stormwater Management Manual for Western Washington
Ecology 2005) was used as guidance in developing the drainage plan. Section 3.1 of Volume
III discusses roof downspout controls. Since a seasonally high water table exists onsite that may
reach within three feet of the finished grade, a dispersion trench system is proposed for
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handling roof runoff. For single-family lots greater than 22,000 square feet and for downspouts
draining less than 700 square feet, one 2-foot by 10-foot dispersion trench is indicated. One
condition for using dispersion trenches is that greater than 25 feet of vegetated flowpath must be
present between the trench outlet and any wetland. The proposed location for the trench is to
the east of the addition in the setback adjacent to the reduced buffer. Wetland A lies 30 to 60
feet downslope of the proposed trench outlet on a gradual slope. This should provide more than
adequate vegetated flowpath for dispersal of the anticipated runoff. Vegetation in the flowpath
should remain unmowed, except for occaisional control of invasive species (see 8.8
Maintenance and Contingency Plans).
The addition roof will be a simple gable with a ridge running east-west. Gutters along the north
and south rooflines will each drain to a downspout at the eastern corners. Downspouts will be
connected directly to 4-inch corrugated solid pipe buried in a shallow trench in the setback to
the east of the addition. The two pipes will converge in a wye to a 6-inch catch basin and then
drain to 4-inch perforated pipe in the dispersion trench. The trench will be constructed by Bernt
Ericsen Excavating to the details specified in the plan and section drawings (Figure 8). The
dispersion trench will drain east towards the wetland buffer. No other impervious surfaces,
structures, roads or steep slopes exist onsite downslope of the dispersion area.
8. ENHANCEMENT
8.1. Goals and Objectives
In addition to improving water quality through removal of the septic system, reduction of
impacts to habitat and hydrological functions are proposed. Two options for addressing the
project impacts are buffer averaging (expanding the buffers in one area to compensate for
reducing them at the project site) and enhancement (increasing the function of degraded
wetlands and buffers through planting while allowing a reduced width at the project area). The
landowner's preferred option is an enhancement plan to reduce impacts to critical areas from
the proposed project. The goal of the enhancement plan is to establish conditions that will
allow a native plant community of shrubs and trees to dominate the enhancement area. The
long term goal is to ensure no net loss of wetland functions onsite. Objectives of this plan are
to:
Define a reduced buffer that allows for the addition and a reduced setback while giving
adequate protection to Wetland A.
Mark the buffer edge onsite to prevent encroachment during construction.
Install silt fencing along the buffer edge.
Plan for the reestablishment of native forest and shrub cover within a 1,400 square-foot
enhancement area north of the house.
Restrict mowing within the reduced buffer area to hand trimming done for invasive species
control and enhancement area maintenance.
Control invasive species in and around the restoration area.
Allow for maintenance of the existing culvert in Ditch A.
8.2. Buffer Reduction
The 60-foot buffer will be reduced only in the area needed for the addition and a reduced
setback around the addition sufficient for maintenance and access. The northeast corner of the
addition will protrude farthest into the wetland buffer, reducing the buffer in this location to a
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minimum of 25 feet at one point near wetland flag 3 and increasing to 60 feet to the north and
southeast of the existing house. The setback at the northeast corner will be reduced to a
minimum of 5 feet pending approval by the City Planning Director. As a concession for this
reduced setback, the owner shall build no doors or exits (except required emergency window
exits) on the north or east sides of the addition. 15-foot setbacks will be maintained at the west
and south sides of the addition.
It is proposed that the final buffer edge be marked onsite to clearly define the zone where
clearing of native vegetation is prohibited. Buffer signs maybe obtained from the City of Port
Townsend Public Worl~s Department. Silt fencing should be installed along the buffer edge prior
to construction to reduce sediment transfer into the wetland. An existing wooden fence along
the northeast side of the house should remain to provide separation of lawn and buffer.
8.3. Drainage Corridor
Maintenance of the existing culvert in Ditch A will be allowed including periodic cleaning
using hand tools and the clearing of vegetation around the intake and outlet to prevent
clogging.
8.4. Enhancement Design
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A 1,400 square foot area of degraded wetland has been designated to the north of the project
area between the project site and the center of Wetland A (Figure 7). The area is approximately
70 feet by 35 feet and triangular in shape. The plantings will extend from an existing hedge at
the west property boundary to Ditch A. This band would provide a screen between the house
and the area of seasonal ponding that attracts wildlife in the northern part of Wetland A.
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Looking N from Flag 3 to Enhancement Area
Molotsky Wetland Delineation, Revised 2009-08-26 p. 10 of 35
Natural succession of plant species will take place within the identified enhancement area after
mowing is ceased there, however the possibility of dominance by invasive species may delay the
return of native trees and shrubs. Therefore a planting plan of native trees and shrubs has been
designed to help establish more vertical structure and shade that can suppress some colonizing
invasive plants such as Himalayan blackberry and reed canary grass.
Desired vegetation in the restoration area consists of any volunteer native species that
regenerate and a list of species for planting. Species were selected to match similar local
seasonal wetlands and for characteristics of direct sun, moist to dry soils and ease of
establishment. Trees shall be spaced 14 feet on center and container shrubs 6 feet on center. Live
stakes will spaced 4 feet on center. For 1,400 square feet of planting area, this coverage requires
7 trees, 16 container shrubs and 16 of each variety of live stakes. All plant installation will be
done by hand with minimal ground disturbance. Natural colonization of Nootka rose (Rosa
nutkana) is already occurring in the planting area.
Species Common Name Form Quantity Size
Populus tremuloides Quaking aspen tree 7 8-12" container
Sa/ix scou/eriana Scouler's willow tree/shrub 16 live stake
Rhamnus purshiana Cascara shrub 8 6-10" container
Cornus sericea Red-osier dogwood shrub 16 live stake
Lonicera involucrata Twinberry shrub 8 6-10" container
Willow and dogwood live stakes will installed along the existing ditch where seasonal ponding
is frequent with the other species planted in the drier parts of the enhancement area. The
planting plan (Figure 9) will be used to guide the general placement of species, although actual
location will be determined onsite based on small variations in soil and hydrology.
8.5. Invasive Species
Control of invasive species is critical to the success of this restoration plan. Several aggressive
non-native species are currently established onsite and could hinder the survival of native
species. Hand removal of Himalayan blackberry and reed canary grass around planted trees and
shrubs may be necessary to keep them from being overtopped and smothered. A weed trimmer
can be used to prevent smothering of planted trees and shrubs by trimming athree-foot radius
around them as needed. Weed trimming may also be used to control invasive Canada thistle by
repeatedly chopping it before it can flower and spread seed. Nootka rose and spirea (SpiYaea
douglasii) can be aggressive colonizers but are beneficial native species and should be allowed to
spread except where threatening to smother or overtop planted individuals. Then limited
trimming may be needed during the monitoring period.
The parcel has been mowed by tractor for hay annually. Mowing will be restricted in the
reduced buffer, wetland area and enhancement area north and east of the house on the west
side of Ditch A (see Mowing Restriction Area, Figure 7). Mowing elsewhere is desired to help
control invasive species. Invasive species control within the Mowing Restriction Area may be
done by hand according to the guidelines in this plan.
MichaelB.DawsonCc~gmail.com • 1361 51St Street • Port Townsend • WA 98368 • 360-385-1773
Molotsky Wetland Delineation, Revised 2009-08-26 p. 11 of 35
8.6. Monitoring
Regular monitoring of the restoration area must be done at yearly intervals to insure that
performance standards are met. Monitoring will be performed by the project biologist in early
fall of each year of a 5-year monitoring period.
Observations of plant species, plant size and health in the restoration area will be recorded. At
least two photopoints will be established and photos shall be taken yearly and submitted with a
monitoring report that shows the enhancement area and plantings.
8.7.Implementation Schedule and Performance Standards
The 5-year monitoring period will begin after plants are installed following construction. The
following schedule should be implemented once the enhancement plan is approved:
Date Task Standard
Summer 2009 Mark onsite buffer boundaries
Install silt fence city inspection
Control invasive species
Fall 2009 permitting/construction city inspection
Summer 2010 Control invasive species
Fa112010 Planting
Provide as-built drawing and photo of plantings
Summer 2011 Control invasive species
water plantings
Fall 2011 Provide monitoring form to city
Replace dead plantings as needed
Summer 2012 Control invasive species
water plantings
Fall 2012 Provide monitoring form to city
Replace dead plantings as needed
Summer 2013 Control invasive species
water new plantings as needed
Fall 2013 Provide monitoring form to city
Replace dead plantings as needed
Summer 2014 Control invasive species
water new plantings as needed
MichaelB.DawsonCc~gmail.com • 1361 51St Street • Port Townsend • WA 98368 • 360-385-1773
Molotsky Wetland Delineation, Revised 2009-08-26 p. 12 of 35
Date Task Standard
Fall 2014 Provide monitoring form to city
Replace dead plantings as needed
Summer 2015 Control invasive species 20% cover
water new plantings as needed
Fall 2015 Provide monitoring form to city 80% survival
Implement contingency plan if standard is not met
8.8. Maintenance and Contingency Plans
Weeding and weed control shall be done by hand. No herbicides or chemicals shall be applied
in the enhancement area. Watering of planted individuals in the enhancement area should be
done for at least two years after planting during the drier months of the year to help during the
establishment phase. Watering may also be needed in subsequent years for any replantings done
because of mortality or because of particularly dry conditions or slow plant establishment.
Heavy browsing by deer or other herbivores may threaten survival of planted species, although
smaller amounts of browsing are generally tolerated by plants after transplant shock is over. If
heavy browsing causes mortality, temporary fencing or stem protection (in the case of voles)
may be needed during the monitoring period. See 9. Resources, below, for help with plant
identification and invasive species control.
Trimming or mowing in 3-foot radius circles around each planted tree and shrub may be
necessary during the 5-year monitoring period to prevent smothering by other vegetation.
Greater than 20 percent mortality of native species in the restoration area or greater than 10
percent cover of invasive species shall be reason to implement a contingency plan. Failure to
control invasive species below 20 percent cover of the enhancement area may jeopardize the
reestablishment of native vegetation. The contingency plan shall be determined by
Development Services staff or a qualified biologist.
9. RESOURCES
Information and expertise related to native plants, restoration and weed control can be obtained
from:
Jefferson County Conservation District
wwwjeffersoncd.org
360) 385-4105
Jefferson County Extension Noxious Weed Control Program
www co.jefferson.wa.us/WeedBoard
360) 379-5610 ext. 205
Washington Native Plant Society
www wnps. org
888) 288-8022
MichaelB.DawsonC~gmail.com • 1361 51St Street • Port Townsend • WA 98368 • 360-385-1773
Molotsky Wetland Delineation, Revised 2009-08-26 p. 13 of 35
Private nurseries that specialize in native plants (provided as a convenience but not an
endorsement):
Sound Native Plants
www soundnativeplants. com
PO Box 7505
Olympia, WA 98507
360) 352-4122
Woodbrook Nursery
wwwwoodbrook.net
5919 78th Ave. NW
Gig Harbor, WA 98335
253) 265-6271
10.RESPONSIBLE PARTIES
The current landowner accepts responsibility for implementing this Enhancement Plan and for
providing a copy of this plan to subsequent owners in the event of sale of the property before
completion of the plan. The project biologist is available for further consultation, monitoring or
contingency plan creation if needed.
Landowners Daniel & Kathryn Molotsky 360-379-2684
Project Biologist Michael Dawson 360-385-1773
Port Townsend City Planner Judy Surber 360-379-5084
Michael B. Dawson
Wetland Biologist
MichaelB.DawsonC~gmail.com • 1361 51St Street • Port Townsend • WA 98368 • 360-385-1773
Molotsky Wetland Delineation, Revised 2009-08-26 p. 14 of 35
11.REFERENCES
Cowardin 1979. Classification of Wetlands and DeepwateY Habitats of the United States. U. S. Fish
and Wildlife Service document FWS/OBS-79/31. 84 pp. Washington, D.C.
Ecology 1997. Washington State Wetland Identification and Delineation Manual, Ecology
Publication #96-94, 143 pp. Olympia, Washington.
Ecology 2004. Washington State Wetland Rating System foY Western Washington Revised, Ecology
Publication #04-06-025, 138 pp. Olympia, Washington.
Ecology 2005. Stormwater Management Manual for Western Washington, Vol. I- V. Ecology
Publication #5-10-29 through 5-10-33. Olympia, Washington. wwwece~gov/
pro gra ms / wd/ stor mwater/manual . html
NHP 2008. Sections That Contain National Heritage Features Associated with Wetlands. 12 pp.
Washington Natural Heritage Program. Olympia, Washington. http: / // /
wwwl.dnr.wa. og v/nhp/refdesk/datasearch October 15, 2008.
NRCS 2009. Web Soil Survey, http://websoilsurvey.nres.usda. og_v accessed May, 2009. USDA
Natural Resources Conservation Service.
PTMC 2009. Port Townsend Municipal Code, wwwcodepublishing.com/wa/porttownsend.html
accessed April 2009.
USDA 2008. The PLANTS Database, http://plants.usda. og_v accessed 2008. National Plant Data
Center, Baton Rouge, LA 70874-4490.
USFWS 2009. National Wetlandslnventory, http://wwwfws.gov/wetlands/data Accessed May,
2009. United States Fish and Wildlife Service.
MichaelB.DawsonC~gmail.com • 1361 51St Street • Port Townsend • WA 98368 • 360-385-1773
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Michael B. Dawson
Molotsky Wetland Delineation, Revised 2009-08-26 Appendix A p. 24 of 35
Routine Wetland Determination
DATA FORM 1 (Revised)
WA State Wetland Delineation Manual or 1987 Corps Wetland Delineation Manual)
Project/Site: Molotsky Addition/sewer hookup Date: 2009/05/05
Applicant/owner: Daniel Molotsky County: Jefferson
Investigator(s): M. Dawson State: WA
S/T/R: 3/30N/1 W
Do normal circumstances exist on the site? ®Yes ^ No Community ID:Wetland A
Is the site significantly disturbed (atypical situation)? ^Yes ®No Transect ID:
Is the area a potential problem area? ®Yes ^ No Plot ID: DP-1
Explanation of at pica) or problem area: seasonal wetlands, infrequent) mowed Near wetland bounder fla 2.
VEGETATION (For strata, indicate T = tree; S = shrub; H = herb; V =vine)
Dominant Plant S ecies Stratum % cover Indicator Dominant Plant S ecies Stratum % cover Indicator
Holcus lanatus H 25 FAC Ranunculus acris H 5 FACW-
Dactylis glomerate H 25 FACU
Agrostis sp.H 20 FAC
Schedonorus phoenix H 10 FAC-
Cirsium arvense H 10 FACU+
Galium aparine H 5 FACU
HYDROPHYTIC VEGETATION INDICATORS:
of dominants OBL, FACW, &FAC: 3/7 43%
Check all indicators that apply and explain below:
Visual observation of plant species growing in ^ Physiological/reproductive adaptations
areas of prolonged inundation/saturation ®Wetland plant database
Morphological adaptations ®Personal knowledge of regional plant communities
Technical Literature ^ Other (explain)
Hydrophytic vegetation present? ^Yes ®No
Rationale for decision/Remarks: Mowing makes positive plant ID difficult; other FAC sp suspected to be present
HYDROLOGY
Is it the growing season? ®Yes ^ No Water Marks: ^Yes ®No Sediment Deposits: ®Yes ^ No
on
Based on: ^ Soil temp (record temp) Drift Lines: ^Yes ®No Drainage Patterns: ®Yes ^ No
air temp -52°
Other (explain): time of year
Depth of inundation: none Oxidized Root (live roots)Local Soil Survey: ^Yes ®No
Channels <12in.: ^Yes ®No
Depth to free water in pit: 13 inches FAC Neutral: ^Yes ®No Water-stained Leaves:
Yes ®No
Depth to saturated soil: upper 4 inches
Check all that apply & explain below:Other (explain):
Stream, lake or gage data
Aerial photographs
Other: PT stormwater flooding map 1998
Wetland hydrology present? ^Yes ^ No
Rationale for decision/remarks: Depth of inundation in ditch to 16 inches 15' N of DP-1.
MichaelB.DawsonC~gmail.com • 1361 51St Street • Port Townsend • WA 98368 • 360-385-1773
Molotsky Wetland Delineation, Revised 2009-08-26 Appendix A p. 25 of 35
SOILS
Map Unit Name (Series and Phase): TuC-Tukey gravelly Drainage Class: Moderately well drained
loam, 0 to 15 percent slopes Field observations confirm mapped type? ^Yes No
Taxonomy (subgroup): Vitrandic Durochrepts
Profile Description
Depth Matrix color Mottle colors Mottle abundance Texture, concretions,Drawing of soil profile
inches Horizon Munsell moist Munsell moist size and contrast structure, etc.match description)
0 - 9 10YR 3/2 none silt loam
9 - 16 10YR 3/2 7.5YR 4/6 few, medium,gravelly silt loam
prominent
Hydric Soil Indicators: (check all that apply)
Histosol Matrix chroma <_ 2 with mottles
Histic Epipedon Mg or Fe Concretions
Sulfidic Odor High Organic Content in Surface Layer of Sandy Soils
Aquic Moisture Regime Organic Streaking in Sandy Soils
Reducing Conditions Listed on National/Local Hydric Soils List
Gleyed or Low-Chroma (=1) matrix Other (explain in remarks)
Hydric soils present? ®Yes ^ No
Rationale for decision/Remarks:
Wetland Determination
Hydrophytic vegetation present? ^Yes ®No
Wetland hydrology present? ®Yes ^ No
Hydric soils present? ®Yes ^ No
Is the sampling point within a wetland? ®Yes ^ No
Rationale/Remarks: Based on hydrology, soils, past records of inundation. Veg. is weak, but often is marginal in similar
disturbed seasonal wetlands locally.
NOTES:
Revised 4/97
MichaelB.DawsonC~gmail.com • 1361 51St Street • Port Townsend • WA 98368 • 360-385-1773
Molotsky Wetland Delineation, Revised 2009-08-26 Appendix A p. 26 of 35
Routine Wetland Determination
DATA FORM 1 (Revised)
WA State Wetland Delineation Manual or 1987 Corps Wetland Delineation Manual)
Project/Site: Molotsky Addition/sewer hookup Date: 2009/05/05
Applicant/owner: Daniel Molotsky County: Jefferson
Investigator(s): M. Dawson State: WA
S/T/R: 3/30N/1 W
Do normal circumstances exist on the site? ®Yes ^ No Community ID:Wetland A
Is the site significantly disturbed (atypical situation)? ^Yes ®No Transect ID:
Is the area a potential problem area? ®Yes ^ No Plot ID: DP-2
Explanation of at pica) or problem area: seasonal wetlands, infrequent) mowed Near wetland boundar fla 2.
VEGETATION (For strata, indicate T = tree; S = shrub; H = herb; V =vine)
Dominant Plant S ecies Stratum % cover Indicator Dominant Plant Species Stratum % cover Indicator
Schedonorus phoenix H 40 FAC-
Agrostis sp.H 30 FAC
Holcus lanatus H 15 FAC
Vicia villosa H 10
Taraxacum officinale H 5 FACU
HYDROPHYTIC VEGETATION INDICATORS:
of dominants OBL, FACW, &FAC: 2/5 40%
Check all indicators that apply and explain below:
Visual observation of plant species growing in ^ Physiological/reproductive adaptations
areas of prolonged inundation/saturation ®Wetland plant database
Morphological adaptations ®Personal knowledge of regional plant communities
Technical Literature ^ Other (explain)
Hydrophytic vegetation present? ^Yes ®No
Rationale for decision/Remarks: Mowing makes positive plant ID difficult.
HYDROLOGY
Is it the growing season? ®Yes ^ No Water Marks: ^Yes ®No Sediment Deposits: ^Yes ®No
on
Based on: ^ Soil temp (record temp)Drift Lines: ^Yes ®No Drainage Patterns: ^Yes ®No
air temp -52°
Other (explain): time of year
Depth of inundation: none Oxidized Root (live roots)Local Soil Survey: ^Yes ®No
Channels <12 in.: ^Yes ®No
Depth to free water in pit: none FAC Neutral: ^Yes ®No Water-stained Leaves:
Yes ®No
Depth to saturated soil: none
Check all that apply & explain below:Other (explain):
Stream, lake or gage data
Aerial photographs
Other: PT stormwater flooding map 1998
Wetland hydrology present? ^Yes ®No
Rationale for decision/remarks: Probably seasonally saturated and occasionally flooded, but duration during growing
season is difficult to determine. Fewer indicators than DP-1.
MichaelB.DawsonC~gmail.com • 1361 51St Street • Port Townsend • WA 98368 • 360-385-1773
Molotsky Wetland Delineation, Revised 2009-08-26 Appendix A p. 27 of 35
SOILS
Map Unit Name (Series and Phase): TuC-Tukey gravelly Drainage Class: Moderately well drained
loam, 0 to 15 percent slopes Field observations confirm mapped type? ^Yes ®No
Taxonom sub roup): Vitrandic Durochrepts
Profile Description
Depth Matrix color Mottle colors Mottle abundance Texture, concretions, Drawing of soil profile
inches Horizon Munsell moist Munsell moist size and contrast structure, etc. (match description)
0 - 5 10YR 3/2 none silt loam
5- 10 I 110YR 3/2 I none I I loam
10 - 16 ~ ~ 10YR 4/2 ~ 10YR 4/6 ~ many, coarse, ~ compact silty sand
prominent
Hydric Soil Indicators: (check all that apply)
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma (=1) matrix
Hydric soils present? ®Yes ^ No
Rationale for decision/Remarks: But only at deeper layers.
Wetland Determination
Matrix chroma <_ 2 with mottles
Mg or Fe Concretions
High Organic Content in Surface Layer of Sandy Soils
Organic Streaking in Sandy Soils
Listed on National/Local Hydric Soils List
Other (explain in remarks)
Hydrophytic vegetation present? ^Yes ®No
Wetland hydrology present? ^Yes ®No
Hydric soils present? ®Yes ^ No
Is the sampling point within a wetland? ^Yes ®No
Rationale/Remarks: Transitional to wetland.
NOTES:
Revised 4/97
MichaelB.DawsonC~gmail.com • 1361 51St Street • Port Townsend • WA 98368 • 360-385-1773
Molotsky Wetland Delineation, Revised 2009-08-26 Appendix A p. 28 of 35
Routine Wetland Determination
DATA FORM 1 (Revised)
WA State Wetland Delineation Manual or 1987 Corps Wetland Delineation Manual)
Project/Site: Molotsky Addition/sewer hookup Date: 2009/05/05
Applicant/owner: Daniel Molotsky County: Jefferson
Investigator(s): M. Dawson State: WA
S/T/R: 3/30N/1 W
Do normal circumstances exist on the site? ®Yes ^ No Community ID:Wetland A
Is the site significantly disturbed (atypical situation)? ^Yes ®No Transect ID:
Is the area a potential problem area? ®Yes ^ No Plot ID: DP-3
Explanation of at pica) or problem area: seasonal wetlands, infrequent) mowed 150' SE of house.
VEGETATION (For strata, indicate T = tree; S = shrub; H = herb; V =vine)
Dominant Plant S ecies Stratum % cover Indicator Dominant Plant S ecies Stratum % cover Indicator
Agrostis sp.H 40 FAC
Holcus lanatus H 30 FAC
Schedonorus phoenix H 15 FAC-
Cirsium arvense H 10 FACU+
Vicia villosa H 5
HYDROPHYTIC VEGETATION INDICATORS:
of dominants OBL, FACW, &FAC: 2/5 40%
Check all indicators that apply and explain below:
Visual observation of plant species growing in ^ Physiological/reproductive adaptations
areas of prolonged inundation/saturation ®Wetland plant database
Morphological adaptations ®Personal knowledge of regional plant communities
Technical Literature ^ Other (explain)
Hydrophytic vegetation present? ^Yes ®No
Rationale for decision/Remarks: Less than 51 % of dominant species hydrophytic.
HYDROLOGY
Is it the growing season? ®Yes ^ No Water Marks: ^Yes ®No Sediment Deposits: ^Yes ®No
on
Based on: ^ Soil temp (record temp) Drift Lines: ^Yes ®No Drainage Patterns: ^Yes ®No
air temp -52°
Other (explain): time of year
Depth of inundation: none Oxidized Root (live roots)Local Soil Survey: ^Yes ®No
Channels <12in.: ^Yes ®No
Depth to free water in pit: none FAC Neutral: ^Yes ®No Water-stained Leaves:
Yes ®No
Depth to saturated soil: none
Check all that apply & explain below:Other (explain):
Stream, lake or gage data
Aerial photographs
Other: PT stormwater flooding map 1998
Wetland hydrology present? ^Yes ®No
Rationale for decision/remarks: No indicators.
MichaelB.DawsonC~gmail.com • 1361 51St Street • Port Townsend • WA 98368 • 360-385-1773
Molotsky Wetland Delineation, Revised 2009-08-26 Appendix A p. 29 of 35
SOILS
Map Unit Name (Series and Phase): TuC-Tukey gravelly Drainage Class: Moderately well drained
loam, 0 to 15 percent slopes Field observations confirm mapped type? ^ Yes ®No
Taxonom sub roup): Vitrandic Durochrepts
Profile Description
Depth Matrix color Mottle colors Mottl e abundance Texture, concretions,Drawing of soil profile
inches Horizon Munsell moist Munsell moist size and contrast structure, etc.match description)
0 - 9 10YR 3/2 none sandy loam
9 - 16 10YR 3/3 10YR 3/4 many, coarse, faint gravelly loam
Hydric Soil Indicators: (check all that apply)
Histosol Matrix chroma <_ 2 with mottles
Histic Epipedon Mg or Fe Concretions
Sulfidic Odor High Organic Content in Surface Layer of Sandy Soils
Aquic Moisture Regime Organic Streaking in Sandy Soils
Reducing Conditions Listed on National/Local Hydric Soils List
Gleyed or Low-Chroma (=1) matrix Other (explain in remarks)
Hydric soils present? ^ Yes ®No
Rationale for decision/Remarks: faint mottling does not look redoximorphic
Wetland Determination
Hydrophytic vegetation present? ^ Yes ®No
Wetland hydrology present? ^ Yes ®No
Hydric soils present? ^ Yes ®No
Is the sampling point within a wetland? ^ Yes ®No
Rationale/Remarks: No indicators
NOTES:
Revised 4/97
MichaelB.DawsonC~gmail.com • 1361 51St Street • Port Townsend • WA 98368 • 360-385-1773
Molotsky Wetland Delineation, Revised 2009-08-26 Appendix B p. 30 of 35
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