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SANITARY SEWER
LOG ITEM
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CREATIVE DESIGN SOLUTIONS, INC~
P.O. BOX 2787, PORT ANGELES, WASHINGTON 98362
Site/Soils Evaluations & Feasibility Reports . Sanitary Surveys
Septic System Designs. Construction Inspections & Certifications ,) . MAY - 9 2005
, (360) 457-6353 (800) 395-7296 FAX (360) 457-6687 Email: mike@cds4you,eom ..'!
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April 11, 2005
Randy Marx
Jefferson County Health nepartment
615 Sheridan St.
Port Townsend, W A 98368
Subject:
, Septic System Feasibility for Preliminary Plat at Discovery Bay Golf Course
located in Section 11, Township 25 Nort,h, Range 2 West, W.M., Jefferson
County, Washington.
Dear Randy;
.
The purpose of this letter is to provide a septic'system feasibility analysis for the 31 lots
(three bedrooms each) and 18 three bedroom cabins being proposed at Discovery Bay
Golf Course (formerly known as ChevY Chase Golf Course). These analysis is based on
an evaluation of soil holes on April 4, 2004, for the Chevy Chase Cabins repair drainfield
under permit number SEP04-00160 (see attached soil logs).
Please refer to the attached site plan maps depicting the soil study area. Application rates
in the study area ranged from 0.8 gpd/ff to 1:0 gpd/ff to 1.2 gpd/ff. To remain
conservative, although Area "A" encompasses both 1.0gpd/ft2 and 1.2gpd/ft2 application
rate soils, an application rate of 1.0 gpd/ft2 will be applied to the entirety of Area "A".
Additionally, there is an existing 80 foot wide drainfield easement in Area "A" for an initial
and repair drainfield area for the Chevy Chase Cabins. The Chevy Chase Cabins
drainfield will require a total of 3,378 gpd for the initial drainfield and 3,378 gpd for the
reserve drainfield. The current owner of theChevy Chase Cabins plans to reduce the size
of the easement once the initial repair drainfield is constructed. Therefore, the remainder
of the easement area would be available for the proposed lots and cabins. Area "B"
encompasses the area deemed capable of supporting systems at an application rate of 0.8
gpd/ft2. Attached is Table 1 which reflects the estimated drainfield capacities in gallons per
day for both Area "A" and 'Area "B" at both 9.0 foot and 7.5 foot on-center laterals.
Capacities are also shown for both including and excluding the 80 foot widedrainfield
easement. All capacities reflect the amount of initialdrainfield including 100 percent
reserve area( capacities on the table were determined by first calcolating the total capacity
then dividing by two). Area is also allocated for wastewater flows from the existing Club
House. .
.
As indicated in Table 1, t~ere is more than enough septic system capacity to support the
proposed 31 lots (three bedrooms each) and 18 three bedroom cabin sites. It should be
noted that the capacities reflected for Area "A" will actually be greater once additional soils
evaluation more clearly delineates the 1 .0 gpd/ft2 and 1.2 gpd/ft~ soils.
LOG ITEM
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lQEP'S.~! COM,MUtM} OXY~EPMENT
Available land area for the entire project site totals 197.4 acres. Based on a public water
supply and a predominant Soil Type 2, a minimum lot size of 12,500 square feet would be
required. Using 12,500 square feet per lot equates to a total of 688 lots. Even using a
worse case scenario of Type 1 soils with a minimum lot size' of 0;5 acres would equate to
394 lots. Therefore, the proposed number of lots and cabins along with the exi~ting Club
House wastewater flows meets the Minimum Land Area Requirements.
Randy Marx
April 11, 2005
Page 2 of 2
If you have any questions or require any further information, please feel free to contact me.
Sincerely,
CREATIVE DESIGN SOLUTIONS, INC.
.
Michael S. Deeney
Professional On-Site Wastewater
Treatment System Designer
EXPIRES 06/18/0'::>
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C:IDwglSeptic DesignslCommerciallAsmundsonlDatalPreliminary Plat Septic Feasibility, Discovery Bay Golf Course. Asmundson ,wpd
LOG ITEM
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Table 1
Asmundson & Company, Inc. Septic System, Total Capacities in Gallon Per Day (GPD)
for Pro osed Lots and Cabins at Discoverv Bav Golf Course (including 100% reserve area)
Row Includinq Easement Excludinq Easement **
Reference Description 9.0' On-Center 7.5' On-Center 9.0' On-Center 7.5' On-Center
Number Laterals Laterals Laterals Laterals
1 Area "A" 30,000 36,200 19,100 23,100
2 Area "B" 2,400 2,900 2,400 2,900
3 Reduction for Chevy -3,378 -3,378 .
Chase Cabins
4 Reduction for -1,175 -1,175 -1,175 -1,175
Club House *
5 Totals: 27,847 34,547 20,325 24,825
6 Totals minus 25% 20,885 25,910 15,244 18,619
for space between .
drainfields (Actual
Capacity)
7 Reduction for 18 -6,480 -6,480 -6,480 -6,480
three bedroom cabins
8 Remaining Capacity 14,405 19,430 8,764 12,139
for 31 lots
9 Remaining Capacity 465 627 283 392
per lot for 31 lots
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C:IDwglSeptic Des,gnslCommerdallAsmundsonlDalalSeptic System Capadties (Rev, 1) ,qpw
* Club House wasetwater flows are based on current 35 seats in cafe times 5 gpd/seating
times 3 seatings per day = 525 gpd plus 65 golfers per day using restrooms twice per day
at 5 gallons per use = 650 gpd for a total Club House wastewater flow of 1,175 gpd (cafe
seating and peak number of golfers per day is based on information provided by the Director
of Golf Operations, Corey Nasewytewa, on March 11, 2005). Current plans call for
renovating the clubhouse including installation of lower water use fixtures in 2006 or 2007.
This should lower wastewater flows by at least 50%.
** These columns reflect a worse case scenario with all septic systems for the proposed lots
being kept outside of the existing septic system easement for the Chevy Chase Cabins.
However, once the repair drainfield for the Chevy Chase Cabins is completed, the drainfield
easement will be reduced in size to accomodate the actual drainfield location along with
reserve area. This will allow additional capacity for the proposed lots.
,1
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SOIL HOLE LOGS
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LEGEND - SOIL HOLE LOGS
. TYPE OF SYSTEM
The type of system underlined is fhe
type of system currently indicated by
the soils. Wet season evaluation
and/or effective curtain draining may
allow revising the type of system.
Conv
CPF
P
PPF
PSL
PDT
M
SF
SF-M
NS
WSE
Conventional Drainfield Note:
Conventional Drainfield - Partial Fill
Pressure Distribution Drainfield
Pressure Distribution Drainfield - Partial Fill
Pressure Distribution Drainfield - Sand Lined
Pressure Distribution Drainfield - Deep Trench (Sand Lined)
Mound
Intermittent Sand Filter
Mound With Intermittent Sand Filter Pretreatment
No System Possible
Wet Season Evaluation
MOTTLING
VF Very Faint
F Faint
D Distinct
P Prominent
STRUCTURE
L Loose
SC Slightly Compact
MC' Moderately, Compact
. C Compact
CEM Cemented
MAS Massive
BLKY Blocky
TEXTURE
S Sand ' "
LS Loamy Sand
SL Sandy Loam
L Loam
, SiL Silt Loam
Si Silt
SiCL Silty Clay Loam
SiC Silty Clay
CL Clay Loam
SCL Sandy Clay Loam
SC Sandy Clay
C Clay
Textural Qualifiers
F Fine
M Medium
C Coarse
G Gravelly
VG Very Gravelly
. EG Extremely Gravelly
Cob Cobbles
VersionS/9/99. J-OG ITEM
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Examples
F-D
Faint to Moderate
Examples
MC-C
MC/CEM
Moderately Compact to Compact
Moderately Compact & Cemented
APPLICATION (APPLl RATE
@ 'Unusable Restrictive Layer
Examples
VG F-M S
F SL
Very Gravelly Fine to Medium Sand
Fine Sandy Loam
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