HomeMy WebLinkAbout821333014 Habitat Assessment
Letter of Determination
June 8th, 2021
Re: Critical Area Determination
Carl Peterson
PO Box 643
Chimacum, WA 98325
Parcel # 821333014
Jefferson County
To Whom It May Concern,
This letter is in reference to a Critical Habitat Area determination conducted by Marine
Surveys & Assessments (MSA) on raw land Parcel #821333014 in Port Ludlow, WA.
The surveyed parcel is located in Section 33, Township 28N, Range 1E, and is owned by
Carl Peterson. This parcel is 3.67 acres in size and is zoned as RR-5 - Rural Residential.
On May 26th, 2021 a habitat survey and stream determination was performed by MSA
Wetland Specialist and Wildlife Biologist, Jill Cooper. No stream or any other Critical
Habitat Areas were found on or near the parcel.
The weather conditions during the site visit on May 26th were clear, with a light breeze
and a temperature of approximately 55° Fahrenheit. Showers had occurred earlier that
morning.
Property Description
Parcel #821333014 is located north of HW 104 and west of Teal Lake Road in Port
Ludlow, WA. The Squamish Harbor, Puget Sound is located approximately 0.15 miles
south of the property (Figure 1). In the center of the parcel, the topography is generally
flat and has been both historically and recently cleared. A gravel driveway (Figure 2)
which gives access from Teal Lake Road into the cleared area existed prior to the
purchase of the property by Carl Peterson. Other than the clearing and gravel driveway,
the parcel is entirely undeveloped. On the north side of the clearing, the land slopes
steeply upwards at an approximate 45% slope and is entirely covered in brush, with a
transition to conifer forest at the top of the slope. On the south side of the clearing the
land slopes steeply downward through conifer forest to a private drive at an
approximately 75% slope. On the western side of the parcel there is a vegetated area with
bushes and some trees which slopes gently down to the neighboring residential property.
On the eastern side of the clearing there is a steep ravine that runs roughly northeast to
southwest along the property border. This ravine then continues south of Teal Lake Road,
ending on the north side of highway 104. A thorough search of the entire parcel was
conducted, however the majority of the Critical Habitat Area survey was focused on the
ravine, since it is where a Type F stream is located based on the Department of Natural
Resources (DNR) and National Wetland Inventory (NWI) GIS online maps.
Pre and Post Research
MSA biologist Jill Cooper conducted pre and post survey research to determine potential
critical areas on and off site that could be affected by future development on the parcel.
The Washington Department of Fish and Wildlife Priority Habitats and Species (PHS)
online mapping tool did not show any wildlife species of concern on, or near the site,
with the closest species of concern being located in the waters of the Squamish Harbor
(Figure 5). The National Wetland Inventory (NWI) GIS mapper, and the DNR online
stream mapper both showed a Type F stream located just east of the Peterson parcel,
running roughly north to south and emptying into the Squamish Harbor (Figures 3 & 4).
Project Description
Carl Peterson purchased the property earlier in the year and intends to adjust the property
lines to create two separate parcels, based on the non-standard shape and topography. A
house would be built on each parcel, once divided. A septic company has dug six septic
test pits in the cleared area, all of which were observed to be completely dry to the
bottom at the time of the survey, even after recent rains. Mr. Peterson has been in touch
with Jefferson County regarding the property line adjustment and had walked the
property with an official from the county who had advised him to get the property
surveyed by a Geotechnical Engineer, as well as have a separate survey done by a
Biologist. Both Mr. Peterson and the county official thought the ravine running along the
southeastern property line is a good candidate for a stream re-typing because it is
currently typed as a fish bearing stream (Type F), and no evidence of an actual stream
exists based on their observations.
Vegetation Observed During Survey
The majority of the vegetation in and around the clearing in the middle of the Peterson
parcel consists of Scotch Broom (Cytisus scoparius), non-native grasses (Poacea sp.),
Cat’s Ear (Hypochaeris radicata), Mosses, and hard-pan/gravel substrate.
The vegetated area of land to the west of the clearing includes Nootka Rose (Rosa
nutkana), Scotch Broom (C. scoparius), Himalayan Blackberry (Rubus armeniacus),
Trailing Blackberry (Rubus ursinus), Common Dandelion (Taraxacum officinale), Cat’s
Ear (H. radicata), non-native grasses (Poacea sp.), and Bracken Fern (Pteridium
aquilinum).
The slopes above and below the clearing (to the north and south) include Scotch Broom
(C. scoparius), Douglas Fir (Pseudotsuga menziesii), and Pacific Madrona (Arbutus
menziesii).
The ravine, where the supposed Type F stream is mapped, consists of upland vegetation
all the way to its base. These species include Sword Fern (Polystichum munitum) -
FACU1, Salal (Gaultheria shallon) - FACU, Evergreen Huckleberry (Vaccinium ovatum)
- FACU, Indian Plum (Oemleria cerasiformis) - FACU, Red Elderberry (Sambucus
racemose) - FACU, Salmonberry (Rubus spectabilis) - FAC, Red Huckleberry
(Vaccinium parvifolium) - FACU, Red Alder (Alnus rubra) - FAC, Stinging Nettle
(Urtica dioica) - FAC, Big Leaf Maple (Acer macrophyllum) - FACU, Pacific Dogwood
(Cornus nuttallii) - FACU, Douglas Fir (P. menziesii) - FACU, Western Red Cedar
(Thuja plicata) - FAC, and Beaked Hazelnut (Corylus cornuta) - FACU. In the flatter
land above the ravine there was Oregon Grape (Mahonia nervosa) - FACU, Herb Robert
(Geranium robertianum) - FACU, and Bracken Fern (P. aquilinum) - FACU.
On the south side of Teal Lake Road, within the continuation of the ravine and extending
down to the area bordering the north side of Highway 104, the vegetation consists of
Snowberry (Symphoricarpos albus) - FACU, Salal (G. shallon) - FACU, Sword Fern (P.
munitum) - FACU, Oregon Grape (M. nervosa) - FACU, Beaked Hazelnut (C. cornuta) -
FACU, Douglas Fir (P. menziesii) - FACU, Red Alder (A. rubra) - FAC, Himalayan
Blackberry (R. armeniacus) - FAC, English Ivy (Hedera helix) - FACU, and Bracken
Fern (P. aquilinum) - FACU.
1 OBL – Obligate Wetland Species, FACW – Facultative Wetland Species, FAC – Facultative
Species, FACU – Facultative Upland Species, UPL – Obligate Upland Species. (Plants classified
according to the Fish and Wildlife Service; 1988, 1993)
Survey of Ravine & Stream Investigation
The ravine that runs along the southeastern border of the Peterson parcel is approximately
100 feet wide at the shoulder, and 10-20 feet wide at the base. The southeast shoulder of
the ravine borders Teal Lake Road, and the northwest shoulder of the ravine roughly
follows the southeast property border of the Peterson parcel (Figure 2). The ravine slopes
gently upward to the northeast at an approximate ~10% slope, then abruptly slopes up at
its terminus (~75% slope) to the neighbor’s driveway located off Teal Lake Road. No
culverts were found in this location, and the area north of the neighbor’s driveway was
not investigated. Within the ravine several test pits were dug down to 16 inches. Dry soils
were found within all test pits. These soils contained an abundance of light fluffy organic
material. There was no visible water table and no saturation. The groundcover had a thick
layer of fir needles and leaf debris. There were no signs of hydrology at the base of the
ravine; no scour marks, no exposed gravel or cobble, no evidence of wrack, no algal
matting, and no staining or waterlines were observed. Bankfull width measurements of
the channel were not taken because with the lack of an Ordinary High Water Mark
(OHWM) or bank, there was no discernable place to measure width from.
On the other side of the same ravine (the southeast side, just east of the Peterson
driveway, still north of Teal Lake Road) a culvert was located and was found to be
oriented as if it goes under Teal Lake Road (Figure 2). This culvert was almost entirely
buried, with only 7 inches of height left between the top of the soil and the top of the
culvert. The width of the exposed portion of the culvert was 18 inches. A sword fern (P.
munitum) – FACU grew at the mouth of the culvert, and a soil test pit revealed light
fluffy soil without any saturation down to 16 inches. On Teal Lake Road itself, no
culverts are marked, however a second culvert was discovered on the south side of the
road where the ravine continues (Figure 2). This culvert was located on the northern
slope of the ravine continuation. It was 2 feet in diameter, but only 14 inches above the
ground remained open, with the bottom portion of the culvert covered in a thick layer of
soil. A test pit was dug in front of this culvert and the soil was found to be dry, fluffy,
light, brown, with no signs of saturation or hydrology down to 16 inches. Blue flagging
tape was found tied to a Red Alder tree above the culvert location. Directly in front of the
culvert grew English ivy (H. helix) – FACU, and Oregon Grape (M. nervosa) – FACU,
along with Salmonberry (R. spectabilis) – FAC, Evergreen Huckleberry (V. ovatum) –
FACU, and Salal (G. Shallon) – FACU growing nearby. On the south side of this ravine,
a third culvert is located on the north side of highway 104, and running under the
highway to the south (Figure 2). This culvert is 2 feet wide in diameter, unblocked, and
made of corrugated metal. The soil and vegetation directly in front of the culvert was
similar to the other two described above. No evidence of hydrology or water staining was
observed in or around the culvert.
The soil types documented in the area by the Natural Resources Conservation Service
(NRCS) are CaC — Carlsborg gravelly loamy sand (0-15 percent slopes), and CaD —
Carlsborg gravelly loamy sand (15 to 30 percent slopes) with a parent material of
alluvium and/or glacial outwash. The drainage class is described as “somewhat
excessively drained” and the available water capacity is “very low” (Figure 6).
Because no evidence of a Type F stream was discovered, or any stream, MSA Biologists
reached out to DNR Forest Practice Forester, Ross Goodwin, for advice regarding the
potential for re-typing the stream shown on DNR and NWI maps. Mr. Goodwin
responded via email stating that he had observed similar dry conditions south of highway
104 in the same channel and advised that it is likely a good candidate for removal of
typing.
It is MSA’s opinion that there is ample buildable area available in the dry clearing on the
Peterson parcel, and there are no nearby critical areas. A DNR Water Type Modification
Form is being submitted to the DNR in tandem with this Critical Area Determination
Letter, which has been generated for review by Jefferson County.
Sincerely,
Jill Cooper
Wetland Specialist / Wildlife Biologist
Marine Surveys & Assessments
Figures and Attachments
Figure 1. Vicinity Map ........................................................................................................ 6
Figure 2. Site Map............................................................................................................... 7
Figure 3. National Wetlands Inventory (NWI) Wetland Map ............................................ 8
Figure 4. DNR Stream Map ................................................................................................ 8
Figure 5. WDFW Priority Habitat & Species (PHS) Map .................................................. 9
Figure 6. Natural Resource Conservation Service (NRCS) Soils Map Data .................... 10
Attachment 1. Site Photos
Attachment 2. DNR Stream Modification Form
Figure 1. Vicinity Map
Hood Canal Bridge
Peterson Parcel
Figure 2. Site Map
Figure 3. National Wetlands Inventory (NWI) Wetland Map
Figure 4. DNR Stream Map
Figure 5. WDFW Priority Habitat & Species (PHS) Map
Figure 6. Natural Resource Conservation Service (NRCS) Soils Map Data
Attachment 1.
Site Photos
Photo facing north on Teal Lake Road, Peterson parcel & driveway
Same driveway, facing south (towards Teal Lake Road)
Peterson cleared lot, facing west
Same lot, still facing west, showing closer view of septic test pits
Dry septic test pit in cleared lot
Slope on north side of Peterson Lot
Same lot, facing east, toward ravine where Typed channel is located
Upland vegetation at base of ravine
Vegetation on slope of ravine
Soil test plots at base of ravine (to 16” below surface)
Partially buried culvert located in ravine on north side of Teal Lake Rd, just east of
Peterson driveway
View of Teal Lake Road in between ravine sections (no culvert marked on road)
Ravine section south of Teal Lake Road (facing HW 104, in background)
Soil test pits at base of ravine, south of Teal Lake Road
Ravine bottom with dry test pit, facing HW 104
Partially buried culvert on south side of Teal Lake Road (on north slope of ravine)
Blue flagging on Alder, indicating location of same culvert
3-foot diameter culvert under HW 104
Attachment 2.
Stream Modification Form
February 2021- WTMF
WATER TYPE MODIFICATION FORM
(For changes to the Water Type Map)
Proponent Name and Organization Proponent/Organization Address Telephone Number
Email Address
Surveyor Name(s) and Organization Surveyor/Organization Address
Same as Proponent
Telephone Number
Email Address
Landowner Name Landowner Address
Same as Proponent
Telephone Number
Email Address
Landowner Notified: Yes No
Check Applicable Boxes:
Adding Typed Wates Changing Water Type
Removing Typed Waters Changing Location of Typed Waters
Other; Describe: ___________________________________________________________________________________________
(1)Water Segment ID (2)Name of Water (3)Tributary To (4)Legal Description
(Section, Township, Range E/W)
(5)County (6)Water Type Shown on
Map
(7)Proposed Water Type (8)Date(s) of Field Assessment
(9a) Forest Practices Application (9b) Enforcement Document
Yes No Number: _____________________ Yes No Number: _____________________________
(10)Change is based on the following (check all that apply):
Water type does not meet WAC 222-16-031 definition. Describe: __________________________________________________
Survey Method:
Electrofishing Protocol Survey (attach survey information)
ID Team (attach Informal Conference Note)
Visual Observation
Random Measurements
Incremental Measurements
Physical Characteristics
Fish Found Yes No List Species (if known): _________________________________________________
Channel is a Public Water Diversion Distance from Diversion: _______________________________________________
Water Right Reference Number: _________________________________________
Channel is a Fish Hatchery Diversion Hatchery Name: ______________________________________________________
Distance from Hatchery: ________________________________________________
Region Reference Number- DNR Use Only
Region WRIA Year Number
Received Date
February 2021- WTMF
(11) Water Levels in the Survey Area were: Above Normal Normal Below Normal
YesWas there a drought warning issued by DNR? No
If yes, describe how stream flows and fish use determinations were unaffected by drought conditions (attach pictures and
other relevant information).
(12) Channel Characteristics (Use Stream Tally sheet for multiple stream segments). Per WAC 222-16-031(6)(f), proponents of
water typing changes are expected to provide at least 10 evenly spaced measurement points along the stream channel over a
representative section of at least 500 feet.
Number of Bankfull Width Measurements* _________ Average Bankfull Width ____________ Average Gradient _____________
Average Wetted Width ______________ Number of Protocol Pools _________________
Ponds and Impoundments > 0.5 acre Yes No
*If at least 10 evenly spaced BFW measurements were not provided, describe why here:
(13) Water Type Break was determined by (check all that apply; use Stream Tally sheet for multiple stream segments):
Electrofishing Protocol Survey (attach survey information)
Last Fish detected: show on map
F/N Type Break: show on map
End of Harvest or Property Boundary
Uppermost Point of Perennial Flow (describe in Block 16)
Last Fish Observed
Upper Extent of Fish Habitat
Physical Characteristics
Other:
Provide a description of water type break, and how it was marked in the field:
Do Type F physical characteristics occur above surveyed segment? Yes No
(14) Are there any fish passage barriers downstream of the surveyed stream segment(s)?
No. Continue to Block 15. Unable to Access Yes
Natural Barrier
Type: Falls Cascades Bedrock Chutes Other: _______________________________________
Length: ______________ Height: _____________ Width:_______________ Gradient: __________________
Temporary Barrier Describe: __________________________________________________________________________
Manmade Barrier Describe: __________________________________________________________________________
Fish Observed Above the Barrier? Yes No
Fish Passage Barriers were Identified by: Maps; specify: ___________________________ Field Observations
Describe Location of Barrier(s) Downstream:
(15) Is there evidence of recent mass wasting (filling in the stream channel) or scouring events?
No Yes; estimate when the event occurred: ________________________________________________________________
Describe how this affected current stream channel conditions and fish distribution in the stream:
(16) Provide any additional clarifying information and list attachments (survey cards, photos of type break, field notes, expert
report, stationing, etc).