HomeMy WebLinkAboutGeotech Waiver 702134025TO: Linda Paralez / UDC Administrator
FROM: Shannen Cartmel, Associate Planner
DATE: 02/18/2020
RE: 352 Elkhound Pass RD, Quilcene Geotech Waiver Request — Approval
Recommendation
Mr. and Mrs. Draper applied for a geotech waiver during the course of a septic permit
application. Mr. and Mrs. Draper plan to construct a single-family home. Mr. and Mrs. Draper's
property is mapped as a slight landslide hazard area. I have reviewed Mr. and Mrs. Draper's
waiver request, available map and data, and completed the attached geohazard checklist. Mr. and
Mrs. Draper will implement applicable best management practices during construction. Mr. and
Mrs. Draper's stormwater permit does not trigger a geotech, as their site is approximately a 19%
grade. Based on our available data, Mr. and Mrs. Draper's site, proposed development, and
analysis from the geohazard checklist I find that the standards for a geotechnical report waiver,
under Jefferson County Code 18.22.370, have been satisfied.
V Approved
_ Denied
G - �'12, 0z0
Linda Paralez / UDC Administrator
Attachments:
Supplemental application waiver from special reports — geotech
Maps
Geohazard Checklist
Site Plan
Geohazard Checklist
(for internal DCD use only)
1. Which of the following are mapped on -site?
Land Slide Hazard: Slight Moderate High
Erosion:
Seismic:
Shoreline Slope Stability: Unstable Landslide
Two or more? Yes No (yes = 1 point)
Recent Landslide
Modified
Old Slide
2. Existing Development? Yes _ No�= Evidence of geohazard? Yes_ No _K_ (yes/yes = 1
point)
3. Is the slope greater than 15 %? (rise/run = %) Yes -�— No (yes = 1 point)
4. Will the development be less than 35 feet from the top or toe of slope? Yes
= 1 point)
S. Does the site have a less stable slope form? Yes No (yes =1 point)
Divergent 'K (most stable) Planar (more stable) Convergent
No
(less stable)
(yes
6. Is th r any information regarding stability of the soil e.g. septic soil logs, NRSC soil survey etc.
Yes No ( 1 is least stable, 7 is most stable) (1, 2 or 3 = 1 point)
7. What type of vegetation on -site?
Heavily Vegetated with Native (most stable) Not well vegetated (less stable) Recent
Timber Harvest (least stable) (least stable = 1 point)
8. Site Visit recommended on moderate or greater risk areas to look for indicators (see list) —Any
11.
indicators? Yes No� (yes = 1 point for each indicator)
9. Were there any other Geotechs done on adjacent properties? Yes No X— If yes, did the
Geotech indicate a geohazard or unstable slope? Yes No (yes =1 point)
Total points =
'ME�
I
CREATIVE DESIGN SOLUTIONS INC.
P.O. Box 2787, PORT ANGELES, WASHINGTON 98362
Site/Soils Evaluations & Feasibility Reports ■ Sanitary Surveys
Septic System Designs 0 Construction Inspections & Certifications
CDs(360)
457-6353 (800) 395-7296 FAX (360) 457-6687 Email: mike@cds4you.com
INC.
TRANSMITTAL
DATE: a -(y- ad
TO: Jefferson County DCD
621 Sheridan Street
Port Townsend, WA 98368
ATTN: Shannen Cartmel
SUBJECT: Waiver Request for Randon Draper, Parcel 702134025
TRANSMITTING THE FOLLOWING:
► Waver Request From Special Reports - Geologically Hazardous Areas forms
for Randon Draper, Parcel 702134025
III
FEB 18 2020
For:
NOTES:
Sent Via: U.S. Mail
Date P r I Iy O Additional information Routing Sheet
REQUIRED - check at least one item in section #1 and #2
#1 This is being submitted for the following reason
#2 Submitted for the following Application/s or Case
# of Copies
Redesign/Revision
Septic Case (SEP)
3
Technical Assistance (1 copy)
Building permit (BLD)
7*
Record Drawing (1 copy)
Revised SPAAD
4*
Monitoring Inspection Site Plan (1 copy)
Subdivision (includes BLA)
7*
Renewal
Other -state case type
7*
CAM
X
Other (Added Existing Shed)
* If Submittal is larger than 11" X 17" submit 4 copies of those sheets
Requested by JC Staff Shannen Cartmel
Submitted by: Michael Deeney, Creative Design Solutions Inc. Phone 800-395-7296
❑ Check included?
Regarding: Parcel Number 702134025
Address 352 Elkhound Pass Rd. uilcene WA 98376
Case Number SEP 19-00274 Case Number BLD
Other Case Number/s
Comment:
This package includes the following:
Waver Request From Special Reports - Geologically Hazardous Areas forms for Randon Draper.
SON �, DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Shcridan Strcct, Port -l'o-wn,cnd, WA 98368
Td: 360,379.4450 1 Fav 360.3,9.4451
./ Web: w-wwx4§.n tlt'■BullAL'1.4kXIC�rtlll7lkltlli}'elr�clk,=mticnt
1 mail: E • ��
�r- WAIVER REQUEST
1 N FROM SPECIAL REPORTS
I, Randon Draper owner of parcel 702,134,025
Property Owner's Name Parcel number
located at 352 & 231 Elkhound Pass Rd., Quilcene, WA 98376
Property Address
hereby request a waiver from the requirement for a Geotechnical Report
Type of Special Report
under JCC 18.22.370, in association with critical area review and protection standards under JCC
18,22.170
for permit application SEP19-00160 & BLD20 *
for the following reasons:
Code Section permit case number
18.22.370 Waivers.
The administrator may waive the requirement for a special report when an applicant demonstrates all of the following:
(1) The proposal involved will not affect the critical area in a manner contrary to the goals, purposes and
objectives of this code, because:
Best management practices as dictated by State and County rules and regulations in regard to
construction and erosion control will be followed.
* Building permit to be submitted soon for the area just upslope of the proposed septic system (see
attached site plan with "Potential Residence Building Area".
(2) The minimum protection standards required by this chapter are satisfied, by:
Best management practices as dictated by State and County rules and regulations in regard to
construction and erosion control will be followed,
Property Odner ( Date
Staff Comments:
SON
w`` DEPARTMENT OF COMMUNITY DEVELOPMENT
-� 621 Sheridan Street, Port Townsend, WA 98368
Tel:360.379.4450 1 Fax: 360.379.4451
Web: wwwx . f er n w n v to men D, yO Scan the QR
sIII
N G SC) E-mail: dcd co. efferson.wa.us code to access
0� the digital file.
SUPPLE
MENTAL APPLICATION
WAIVER FROM SPECIAL REPORTS - GEOTECHNICAL REPORT FOR
GEOLOGICALLY HAZARDOUS AREAS
MLA #
PROJECT/APPLICANT NAME:
Ri4"V,00 "y DE,q g/? owner of parcel _ 747Z 17* c7ZS- ,' 70Z 1 T/ O /9
Property Owner's Name Parcel number
located at 3SZ 1F Z3/ ELKyDViVz> p�,rF� �p�404LC�i�L°i'f
Property Address
hereby request a waiver from the requirement for a geotechnical report under )CC 18.22.370, in association
with the critical area review and protection standards under Jefferson County Code ('JCC') 18.22.170 for permit
application
(if applicable).
Jefferson County Code 18.22.370 Waivers - JUSTIFICATION
The Unified Development Code Administrator may waive the requirement for a special report when an applicant
demonstrates the following:
(1) The proposal involved will not affect the critical area in a manner contrary to the goals, purposes and
objectives of this code. Specifically, address the following elements of the proposal: (1) a description of the
geologic setting; (2) topography; (3) soils; (4) hydrology (explain where/how rainwater flows on the property);
and (5) evaluation of the proposal impacts upon known geologic hazards.
,SEE ,f7rfCmEz 0xyra/T ;4"o tr�Z> zozo
(2) The minimum protection standards required in 18.22.170(2)(3)(4) are addressed in this proposal. Specifically,
address the following protection standards; (1) drainage and erosion control; (2) clearing and grading; and (3)
vegetation retention.
SEE-fi77?,Cf/6D B/r' ';4",e>* Jfi/YUi'Ii2Y ZS, 2oz0
Attach additional pages if necessary. Please also attach a site plan depicting the proposal including stormwater
runoff control BMP's to ensure stormwater stays on site. Refer to DCD stormwater forms and information.
Last update 10/8/2018
Fees are required in accordance with either of the following;
I. Any additional time re uired to review this request in conjunction with an exMing 13ermit application
will be billed $92 per review hour and invoiced separately.
2. A stand-alone review of this request without a concurrent permit application requires a minimum of 3
hours staff time. Required fees. $276 base, $23 scan, and 5% technoioev fee is due at the time of this
application. If additional staff time is required to process the application, it will be billed at an hourly
rate of $92.
A site visit may be required to inspect the property.
Waiver approval is valid for one year and only grants relief from specific requirements within Chapter 18.22
Critical Areas of Jefferson County Code. If the proposal substantially changes, the proponent must submit a new
waiver request and fee for DCD review.
Upon approval from the Unified Development Code Administrator the property owners will be required to
execute an Indemnity and Release & Waiver with Jefferson County.
Signed
Prope Owners)
Signed
Date
o��
Exhibit "A"
for
Supplemental Application for Waiver from Special Reports
Geotechnical Report for Geologically Hazardous Areas
Parcel Numbers 702134025 & 702131019 for SEP19-19-00160
January 25, 2020
Note: This project site is comprised of Parcel Numbers 702134025 & 702131019 as
combined under the Declaration of Restrictive Covenant recorded under AFN 625627.
(1)
(2)
(1) Typical Puget Sound glacial geology. There is no evidence of stream or
stormwater erosion.
(2) The northern half of the property slopes downward to the south at 19%.
The sourthern half of the property slopes downward to the south at
roughly 13%..
(3) Evaluation of soils by Michael Deeney with Creative Design Solutions, Inc.
on both parcels indicate 18 to 24 inches of fine sandy loams over
moderately compact to compact very fine sandy loams to 32 inches.
(4) Stormwater drainage will flow to the south. There are no streams on this
property. There is a non -fish habitat Type 5 stream roughly 670 to the
west and wetlands roughly 740 to the south / southwest and roughly 850
feet to the south / southeast.
(5) There are no known geologic hazards.
Best management practices as dictated by State and County rules and
regulations in regard to construction and erosion control will be followed.
(1) Drainage and stormwater will be controlled to be no greater than pre -
development run-off.
(2) Silt fencing and hay bales will be utilized to control erosion during and
after clearing and grading activities until vegetation is re-established.
(3) Those areas not taken up by non -permeable site improvements and by
the driveway shall be re -vegetated in a manner to prevent erosion and
sedimentation.
D:\Data\Wpw\County & State Forms\Jefferson\Landslide Hazard Waiver\Supplemental Application, Waiver from Special
Reports\Supplemental Application Geotech Waiver Response, Randon Draper .wpd
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RELEASE AND WAIVER
Applicant: Randon H Draper
Anne J Draper
9752 S Laura Lane Road
Sandy, UT 84092
Property: Assessor's property tax parcel no.: 702134025
Legal description: S13 T27 R2W TX 93 SUBRQUIET TITLE ACTION #95-2-
00373-6 & EASE
Address: 352 Elkhound Pass Road, Quilcene, WA 98376
Please read this form carefully and be aware that, in applying for and receiving a permit
for development, you are knowingly and willfully seeking a waiver from the requirement of a
professional geotechnical report describing your Property, proposed development, and potential
risk of earth movement. Your Property contains a mapped Geologically Hazardous Area, a
Critical Area as defined by Chapter 18.22 of the Jefferson County Code. Mapped Geologically
Hazardous Areas may contain site features, such as soil, hydrology, or topography features that
increase the risk of earth movement, which may present a risk to life and property. In accordance
with permitting the construction of the items described and listed below within an
Environmentally Sensitive Area, Applicant(s) acknowledge and agree as follows:
l . Applicant(s) desire to construct a new septic system and single family residence. The
Property is located within a Geologically Hazardous Area with a slight Landslide
Hazard Area. Applicant(s) agree that they are fully aware of the risks inherent in
development in a Geologically Hazardous Area and slight landslide hazard area.
2. Applicant(s), as their own free and voluntary act, accept, and assume all risks of loss or
damage arising out of the conditions described herein and further agree to relieve
Jefferson County, its agencies, divisions, officers, agents, and employees of any
liability, damages, claims, or other expenses arising as a result of or allegedly as the
result of the approval of the development and the approval of the Applicant(s)' proposed
development.
3. Applicant(s) agrees to and shall hold harmless and indemnify the Jefferson County, its
agencies, divisions, officers, agents, and employees from and against any and all
liability, loss, claims, suits, damages, costs, expenses (including attorney's fees) that
Page 1 of 3
may arise at any time, occur or be generated as a result of any reduction in the fair
market value of the Applicant(s)' Property and/or any damage to personal property or
personal injury by reason of the conditions existing now or any time hereafter on or
around the Applicant(s)' Property or due to any design, development, or construction
pursuant to the building permit, stormwater management system approval, septic permit,
or any other development permits issues thereunder by the Jefferson County, its
agencies, divisions, employees, agents, officers, or representatives pursuant to any then
applicable state statute, administrative code, regulation, or Jefferson County ordinance.
4. If any term of this Waiver is to any extent invalid, illegal, or incapable of being
enforced, such term shall be excluded to the extent of such invalidity, illegality, or
unenforceability; all other terms shall remain in full force and effect.
5. All associated permits must be obtained or development must be substantially started
within one-year from the effective date of this Waiver. If this condition is not met, the
Waiver shall be void.
6. Development and associated permits must substantially comply with the Exhibit "A"
Site or Development Plan.
7. This Waiver is not a permit of any type.
Ra on H Draper
Anne J graper
Date
.2 ),, to ZOZ6
Date
Page 2 of 3
Exhibit "A"
Site or Development Plan
See attached submitted site plan
Page 3 of 3
N
PROJECT SITE
352 ELKHOUND PASS RD.
1 313 lD {8
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CALL BELBEFOFE
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CALL 2 WORK
ADVANCCALL. 1-5
VICINITY MAP
NOTE.,
THIS IS A PLANNING DOCUMENT ONLY
NOT FOR CONSTRUCTION UN77L
SEPTIC PERMIT IS APPROVED
BY THE HEALTH DEPARTMENT
December 05, 2019 1:59:18 p.m.
Drawing: DRAPER, 702134025.DWG.DWG
i,C7 CREATIVE DESIGN SOLUTIONS, INC. 2019
I REVISION I DATE
DRAWN BY: JUSTIN B. VINCENT
SHEET 1 OF 7 1 DATE: 1215119
SEPTIC SYSTEM,
VICINITY MAP
FOR: RANDOM
J70''I�#�[ 2
R�
C'010
t g�
DIRECTIONS TO SITE
352 ELKHOUND PASS RD., QUILCENE
PARCEL 93 (PARCEL 702134025), AS RECORDED IN
VOLUME 16 OF SURVEYS, PAGE 171, RECORDS OF
JEFFERSON COUNTY, WASHINGTON, AND LOCATED IN
SECTION 13, TOWNSHIP 27 NORTH, RANGE 2 WEST,
W.M., JEFFERSON COUNTY, WASHINGTON.
NOTES
ORIENT THE GLENDON BIOFILTER PODS IN RELAT70N TO
THE SOIL HOLES AND PHYSICAL FEATURES SHOWN AND
PLACE PARALLEL TO THE CONTOURS.
ANY CONTOUR LINES AND ELEVATIONS SHOWN ARE
BASED UPON AN ASSUMED DATUM.
CALL DESIGNER PRIOR TO INSTALLATION TO DETERMINE
NEED FOR FIELD STAKING (TWO WEEKS MINIMUM
NOTICE).
UNIQUE ITEMS TO NOTE
1. INSTALL ONE ADDITIONAL PVC GATE VALVE IN
PETP PRIOR TO SPUTTER BOX. CLOSE THIS
VALVE 112 WAY PRIOR TO BALANCING
GLENDON UNITS.
2. NOTE PRESERVING TBM'S.
Design Notes
Expected Flows
Design = 360 gpd
Maximum Actual
= 240 gpd
Expected Influent Quality
Grease & Oil: 10-20 mg/L
BOD: 130-174 mg/L
TSS: 47-62 mg/L
TKN: 65 mg/L
Per 11/29/10 Glendon Manual
ACCURACY NOTE
PROPERTY LINES ARE BASED ON INFORMATION PROVIDED BY THE CLIENT, THE
RECORD OF SURVEY RECORDED IN VOLUME 16 OF SURVEYS, PAGE 171, RECORDS
OF JEFFERSON COUNTY WASHINGTON AND ON JEFFERSON COUNTY AERIAL, LIDAR,
AND ASSESSOR'S MAPS. PHYSICAL FEATURES SHOWN IN RELATION TO PROPERTY
V tA� r LINES ARE BASED ON INFORMATION SUPPLIED BY THE CLIENT. THE LOCATION OF
l Ip PHYSICAL FEATURES IS BASED ON LOCATION WITH A TOPCON 8205A 5" ROBOTIC
b10 110 TOTAL STATION, HAND COMPASS AND A COMBINATION OF PACING, TAPING, AND
MEASURING WHEEL AND ARE NOT BASED UPON AN ACTUAL SURVEY. MAPPING AND
ICHAEL S. DEENEY TOPOGRAPHIC INFORMATION IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY.
LICENSED DE81
EXPIRES 00/18/20
PARCEL
i9702 1 34025
DRAPER 13(27
LEGEND
1 EXISTING BACKHOE SOIL HOLE OBSERVED BY COS ON
1012119. HOLE LOCATIONS ARE APPROXIMATE ONLY
AND ARE NOT BASED ON AN ACTUAL SURVEY. SEE
ATTACHED SOIL HOLE LOGS.
S.T. INSTALL TWO COMPARTMENT SEPTIC TANK, SIZE AS
SHOWN. SEE DETAIL FOR SPECIFICATIONS. INSTALL 5'
MINIMUM FROM BUILDING FOUNDATIONS AND PROPERTY
LINES. SEE TANK DEPTH NOTE.
P.C. INSTALL PUMP CHAMBER, SIZE AS SHOWN. SEE DETAIL
FOR SPECIFICATIONS. INSTALL 5' MINIMUM FROM
BUILDING FOUNDATIONS AND PROPERTY LINES. SEE TANK
DEPTH NOTE. PUMP INLET CAN BE LOCATED UP TO 300
FEET AWAY FROM AND UP TO 80 FEET LOWER IN
ELEVATION THAN THE HIGHEST EFFLUENT DISCHARGE
POINT.
SCH. 40 INSTALL SCHEDULE 40 PVC PRESSURE EFFLUENT
PETP TRANSPORT PIPE. SEE GENERAL CONSTRUCTION NOTES
FOR FURTHER SPECIFICATIONS.
4" GSTP INSTALL 4" ASTM D3034 PVC GRAVITY SEWAGE
TRANSPORT PIPE AT 1Z MINIMUM SLOPE (WITH 45'
MAXIMUM ELBOWS ON SEWAGE LINES). SEE "GSTP" IN
GENERAL CONSTRUCTION NOTES.
4" GSTP SEE 4" GSTP" EXCEPT 90' ELBOWS ARE ALLOWED AND
(S.T./P.C.) INSTALL WITH NO MORE THAN 1 " FALL BETWEEN S.T. &
P.C. (CRUCLAL TO MAINTAIN SURGE CAPACITY 1N RC.)
.SPLITTER BOX INSTALL SPUTTER BOX
UNITS, INSTALL ALL PIPING AND VALVES AT AN
ELEVATION LOWER THAN THE LOWEST GLENDON POD RIM.
IF OUTLET PIPES INTO EACH GLENDON ARE NOT AT
EQUAL ELEVATIONS THEN INSTALL PVC SWING TYPE
CHECK VALVES ON ALL FEEDER PIPES (EXCEPT FOR THE
FEEDER PIPE WITH THE LOWEST OUTLET ELEVATION).
FEEDER PIPES INSTALL 1" SCH. 40 PVC FEEDER PIPE. ALL FEEDER
PIPES FROM SPLITTER BOX SHALL BE INSTALLED IN A
MANNER TO REMAIN FULL BETWEEN DOSES.
I.G. INSTALL INITIAL GLENDON BIOFILTER M31 UNIT. EACH
GLENDON UNIT HAS 206 SQ. FT OF INITIAL ABSORPTION
AREA. SEE ATTACHED DETAILS. SEE CONTRUCTION
NOTES FOR >209 SLOPE".
DPA DOWNSLOPE PROTECTIVE AREA. NO EQUIPMENT
STOCKPILING OF MATERIALS, OR ANY CONSTRUCTION
ACTIVITIES (EXCEPT THOSE ACTIVITIES NECESSARY FOR
THE CONSTRUCTION OF THE GLENDON SYSTEM AS
OUTLINED AND AUTHORIZED BY STATE AND GLENDON
BIOFILTER GUIDELINES AND CONSTRUCTION POLICIES) ARE
ALLOWED WITHIN THE DPA BOTH BEFORE AND DURING
INSTALLATION OF THE SYSTEM AND FOR THE LIFE OF THE
SYSTEM.
TBM TURNING BENCH MARKS (MAPPING CONTROL POINTS), 6"
GALVANIZED SPIKE. THESE POINTS MUST BE PROTECTED
FOR RECORD DRI' Wbr MA8?J r1L11yIa RELD �i'TAOU !E
DEC 2 6 2019
CREATIVE DESIGN SOLUTIONS
Septic System Designs, Permits, d Inspections
�fSh9" P.O. BOX 2787, PORT ANGELES, WASHINGTON 98362
CDS (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CD34YOU.COM
NOTE.•
THIS IS A PLANNING DOCUMENT ONLY
NOT MR COIVSTRUC770N 9-&
SEPTIC PERMIT 15 APPROVE¢_
jY THE HEALTH DEPAR? -4NE
December 05, 2019 1:59:18 p.m.
Drawing: DRAPER, 702134025.DWG.DWG
C) CREATIVE DESIGN SOLUTIONS, INC. 2019
/ • FOUND
�5 � R� • � PIN SURVEY
00N� P ,zk• E � /
APPROXIMATE
PROPERTY LINES
000,
TBM 2
ti00
"vt CLEARED
LEVELED TBM 3
APPROXIMATE
AREA
FOUND TOPS OF SLOPE,
SURVEY PER JEFFER50
PIN COUNTY LIDAR
.4 MAPPING.
I
I Nr-5 91F --- — — — —
O
M' T 30�,� ,
EMN
0"
OF 6
TYR
CONSTRUC
TYP.
LO
�2 vl
a h
_ 9- 83.7'
z
I PROPOSED WATER LINE
(KEEP OUT OF OPA) 7� 97 o a
APPROXIMATE l
PROPERTY LINE 1
C
�y� 2007+ INITIAL & RESERVE
t�' I G� DRAINFIELD AREA\R'P6P (4,392 SQUARE FEET) o I
S� �0 APPROXIMATE PROPERTY LINES
REVISION DATE SEPTIC ^S/�Y,STEM,
DRAWN BY: JUSTIN B. VINCENT SI R P "l V
SHEET 2 OF 7 DATE: 12/5/19 FOR: RANDON
— S 89d 17 E —
� 137.77
PARCEL #702134025
DRAPER
1
APPROXIMATE
TOES OF SLOPE,
PER JEFFERSON
COUNTY LIDAR
MAPPING.
1
N
1
0 30
SCALE IN FEET
STAKING NOTE
DIMENSIONS SHOWN ON THIS SHEET
ARE BASED ON 6' x 10' GLENDON
CONTAINMENT VESSELS.
LEGEND
SEE LEGEND ON SHEET 1
oselCREATIVE DESIGN SOLUTIONS
Septic System Designs, Permits, 8 Inspections
`r P.O. BOX 2787, PORT ANGELES, WASHINGTON 98362
CD,q (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM
IN
N
0 10
� � I
SCALE IN FEET
PROPOSED WATER
LINE (KEEP OUT
OF DPA,
2009+ INITIAL & RESERVE
DRAINFIELD AREA
(4,392 SQUARE FEET)
NOTE:
THIS IS A PLANNING DOCUMENT ONLY
N T FOR CONSTR T! N UNTIL
PRC PERMIT IS APPROVED
Y THE bMLTH"PARTMENT
December 05, 2019 1:59:18 p.m.
Drawing: DRAPER, 702lJ4025.DWG.OWG
GC' CREATIVE DESIGN SOLUTIONS, INC. 2019
LEGEND
SEE LEGEND ON SHEET 1
J
TBM 3
THIS TBM MUST BE
EKSERVEO THROUGH
COMPLETION OF
CONSTRUCTION
1 llE1 ■ 4 1 W I I ley] L#
DUE TO THE SHALLOW DEPTH TO GROUNDWATER, ALL
TANKS MUST BE PLACED AS SHALLOW AS POSSIBLE.
INSTALL TOP OF TANKS NO MORE THAN 12 INCHES
BELOW GRADE, IDEALLY INSTALL INLET AND OUTLET
PIPES NO MORE THAN 12 INCHES BELOW GRADE.
�O-
a
53.9'
a I 2
z474.��:
REMOVE 12-'0
ALDER
120
- — ALDER — ....
3
i DEC 2 6 2019
APPROXIMATE TOP OF
SLOPE, PER JEFFERSON
COUNTY LIDAR MAPPING.
APPROXIMATE TOE OF
SLOPE, PER JEFFERSON
COUNTY LIDAR MAPPING.
INSTALL INSTALL SPUTTER BOX, SEE LEGEND.
FEEDER INSTALL PVC -BALL OR -GATE VALVE_ 1N
PIPES BET PRfO TO f.Fm PIPf� E VAl-kE
CLOSE THIS VALVE 112 WAY PRIOR TO
BALANCING GLENDON UNITS. IF PVC
,W'TALLED ON TOP OF THE GLFNDONS
THEN rHE PVC CHECK VALVES MUST
STILL BE INSTALLED IN A VALVE BDX
257� 1N THIS LOdITION.
30 APPROXIMATE
PROPERTY LINE
7 24 : r C MP G' •a r. . `�. f f - ..�,: • , ✓ 12�� I 20'
fir, . ` ,�r' -l; {: • r/.- A TYP.
S r f INSTALL 40'f OF 1° SCH. I
a rr /' r✓ ��, I � 40 PETP ALL PORTIONS
h1410
' ?Tt...t. -_ _ J' �-�•MAPCE .cf�;.c �f''ff`.�f� ;,
16 t�
4"Oo - -~ ���,___ - FIR
24ZWILLOW 4�° o4"O Nl$;r
WILD LO� OW
I241---,
� INSTALL 4 " GSTP
I 2�2 FROM RESIDENCE
a � 24 ' 2
10'
a INSTALL 1,000
GALLON P.C.
12 0 �3�~ 0 FIR INSTALL 4" GSTP
a L_ — — — — — — — -m„� _ _ _ e _ _ -46� _ _ _ _ _ _ 83.7_ _ _ _ _ _ _ _ _
FIR
OF THE PETP SHALL BE
INSTALLED AT AN ELEVATION I
1 LOWER THAN THE LOWEST
1 GLENDON POD.
o� INSTALL 1,000 I
GALLON S.T I
I
i 0
5'
MIN.
0
SEPTIC SYSTEM, PARCEL f7021J4025 fe, "� CREATIVE DESIGN SOLUTIONS
REVISION DATE SITE PLAN DETAILSeptic System Designs, Permits, d Inspections
DRAWN BY: JUSTIN B. VINCENT � P.O. BOX 2787, PORT ANGELES, WASHINGTON 98362
SHEET 3 OF 7 1 DATE: 1215119 FOR: RANDOM DRAPER 13(27-2W) (;DSi (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM