HomeMy WebLinkAboutSEP2010-00077 Jefferson County Department of Community Development
621 Sheridan St.,Port Townsend WA 98368, (360)379-4450
SEPTIC PERMIT APPLICATION
PROPERTY OWNER Deann Wood
MAILING ADDRESS 29210 3rd Avenue South
Roy WA 98580-8544
PHONE ( 253 ) 720-7233
SYSTEM DESIGNER Nathan N. Cleaver Designer Phone# (360) 598-6546
LEGAL DESCRIPTION: Section 20 Township 30N Range 1 E PARCEL# 021-203-011
Subdivision Name Mumby Short Plat#2 Division Block Lot(s) 2
Site address/Directions to site 265 Mumby Road, Nordland
SOURCE OF SEyVAGE/USE TYPE OF WORK WATER SOURCE
Residential V/ New Tank/s only Private
Residential ADU Modification Public
Commercial Expansion
Community Upgrade
Repair VSITE SIZE 278,478 +/-
SYSTEM TYPE Partial Repair (tank) (drainfield) Previous Evaluation
Conventional , Designate Reserve Area Yes#
Alternative Redesign No
SYSTEM DETAILS
Number of Gallons/day 360 Soil type 4 (attach soil eval.) Application Rate 0.6 gal./sq.ft./day
Drainfield Length 200 ft. Trench Width 3 ft. Trench/Bed Depth 18 in.
Septic Tank size 1,000 gal. Pump Chamber size 1,000 gal.
TYPE of system Simple Pressure
By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of
their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this
application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson
County against all liabilities,judgments, court costs, reasonable attorney's fees and expenses which may in any way accrue against
Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole
purpose of application review and any required later inspections. Staff's access and right of entry will be assumed unless the
applicant informs the County in writing at the time of the application that he or she requires prior notice. Inspections shall occur
during regular business hours. Initial here if you require notification before entry
Appeal-A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in
writing within fifteen days after receiving written notice of the decision.
DISCLAIMER-This application is for an on-site sewage system that meets the state and county
standards in effect on the date of application. This application for an onsite sewage system DOES
NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that
you will later obtain permission to build a permanent residence or other structure on this parcel. Any
future application will be separately judged by the rules and laws in effect at that time.
Property Owner Signature Date
FOR OFFICE USE ONLYo[
I
J I O PARTIAL ASBUILT (, ) FIN,,,� -
A PROED INSP/PUMP TEST 2 it ' D13,100 ga.•p
ALL HOLD REQ.MET ,
Date�G�Z '")VFee If')
Rec# 1 ( 1 J Check# _Case#SEP — 7 7 1,i
H:\WEB\PDFs\Septic\septic_permitapp_2008.DOC
SEWAGE DISPOSAL PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450
PERMIT #: SEP10-00077 Date Received: 06/23/10
SITE ADDRESS: 265 MUMBY RD Date Issued:
NORDLAND, WA 98358 Date Expi e
APPLICANT: CHARITY R WOOLBRIGHT PHONE: 253-720-7233
DENISE WOOD/DACIA W NAMES
29210 3RD AVE S
ROY WA 98580-8544
LEGAL DESCRIPTION: MUMBY SHORT PLAT#2 LOT 2(TAX 78)&TL ADJ W/EASE
PARCEL#: 021203011 Section: 20 Township: 30N Range: 01 E
DESIGNER: NATHAN CLEAVER PHONE: 360-598-6546
CLEAVER SEPTIC DESIGN INC.
1990 KIMBALL ST. NW
POULSBO WA 98370
DISCLAIMER- This approval is for an on-site sewage system that meets the state and
county standards in effect on the date of application. This approval for an on-site sewage
system DOES NOT assure you of any other County approvals. For example, it DOES NOT
GUARANTEE that you will later obtain permission to build a permanent residence or other
structure on this parcel. Any future application will be separately judged by the rules and
laws in effect at that time. ALL CONSTRUCTION AND DEVELOPMENT ACTIVITIES MUST COMPLY
WITH ALL PERMIT CONDITIONS, STATE AND LOCAL CODES, AND RECOMMENDED STANDARDS AND
GUIDANCE DOCUMENTS IN EFFECT WHEN THE PERMIT IS ISSUED.
Permit issued to CONSTRUCT,ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN
JEFFERSON COUNTY,WASHINGTON
Thls permit is issued for a period of three :.rs (unless otherwise stated abave) in accordance with Jefferson
County Rules and regulations for on-sit: se age systems, codifi .15 a ' -nded per ordinance no. 06-0719-07.
This permit may not be renewed. / /I n&
4eferson County Environmental Healt Specialist
The property owner is responsible for the accurate location of all property lines.Any removal of or major disturbance of soil in the primary or
reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system.Any change in
drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health
Division. If during excavation or development of the site an area of potential archeological significance is uncovered,all activity in the
immediate area shall be halted,and the UDC Administrator shall be notified at once.
HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION.
SYSTEM DESCRIPTION: 130-PRESSURIZED TRENCH
No. of Gallons per Day: 360 Type of work: REP
Drainfield Trench Septic Tank
Length: 200 feet Width: 3 feet Depth: 18 inches Size: 1,000 gallons
SPECIAL CONDITIONS APPLY - SEE REVERSE
CONDITIONS OF APPROVAL- PERMIT NO.: SEP10-00077
1.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other
development or a building permit on this site. Compliance with other Jefferson County
and Washington State Codes is required.
2.) All construction and development activities must comply with all permit conditions,
Washington State and Jefferson County Codes and Recommended Standards and
Guidance documents in effect when the permit is issued.
3.) This permit was issued to correct a violation of WAC 246-272A. The permit must be
completed within 90 days of the date of issuance.
4.) H -Well to be decommissioned as per WAC 173-160-381 by licensed well driller.
Contact Jefferson County Public Health for information on required applications and
inspections. Verification of decommissioning to be provided to Public Health Department.
5.) H - Existing tank shall be properly abandoned. It shall be pumped and filled with clean fill.
Documentation to be provided to Health Dept. prior to final.
6.) H - AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL ONSITE
SEWAGE SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE
MONITORING OF THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE
PROPERTY TITLE. THE PROPERTY OWNER SHALL ASSURE THAT MONITORING
IS PROVIDED BY AN APPROVED ENTITY AT THE FREQUENCY DEFINED PER
STATE WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR
AMENDED.
A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS
REQUIRED PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT
7.) Health Dept. required to observe pressure test with system designer when system fully
installed/complete, 48 hours notice to be provided for scheduling.
8.) Designer must be contacted prior to start of construction and for inspections during
installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL
TYPES OF SYSTEMS.
9.) Notification of the start of construction shall be faxed or emailed to Jefferson County
Public Health ONE WORKING DAY prior to start.
10.) H -An asbuilt drawing and certification of completion by the designer is required prior to
final approval.
11.) Before final approval is given, the designer shall provide an operations and maintenance
manual to the property owner and the Health Department. The manual must instruct the
owner of the on site sewage system on the ways to properly operate and maintain all
components of the system.
12.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from
tanks and effluent transport lines.
13.) 10' separation required between a Water line and all portions of the onsite sewage
system; effluent transport line, tanks, treatment and disposal components.
14.) Setback to surface waters- 100' required from drainfield and reserve areas. 50' required
from tanks.
2 of 3
11/22/19
I:\F_SEP_Permitmod.rpt
15.) MAXIMUM TRENCH DEPTH 18 INCHES
16.) A 30' setback shall be maintained from the disposal component and reserve area to any
downslope footing, curtain or interceptor drain or drainage ditch.
17.) All components of the septic system are to be completely protected from vehicular traffic
or mechanical disturbance.
18.) Drainlines are to be installed along the natural contours.
19.) Contact designer prior to installation for staking of drainfield area.
20.) Divert all sources of drainage, including roof drains away from septic tank and drainfield
area.
21.) Risers are required to grade with secured lids over both compartments and over the
outlet of the septic tank for inspection and maintenance/monitoring. Minimum 20" riser
over inlet.
22.) Approval of this sewage disposal permit does not preclude the permit holder from
complying with the Unified Development Code for other/future development on the site.
23.) This system as designed and approved is sized for only one single family residence. It is
not sized for an Accessory Dwelling Unit(ADU). The minimum daily design flow per
residence is 240 GPD.
24.) H Prior to final approval of this system the DCD review and shoreline exemption fees will
need to be payed if full.
3 of 3
11/22/19
I:\F_SEP_Permitmod.rpt
x
JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368
ASBUILT INSPECTION REPORT For RECORD DRAWING
Designer T m. N_ ('.� 44 J Permit # SEP \O—ooc l.rl-
Installer \pYc1.1SONJ Parcel # —2.03—O \
Electrician GLENN <SGI(ARS Design Flow 34,O
Property Owner CI4AR2t'ry VJooL(3R.C.NHfi1DelJISE Woob/DACIA NRmFS
Site Address 2v5 MUVY►BY RO4 D) A/ORf(,AnrL+l
Answer all questions or indicate NA
DATE
Tanks, Pumps and Controls INSP.
Tank (manufacturer, size, baffles) ?ENINSulti , tpoo C/q/(oil / ' (o p L.rwt,Ea-t— 29A/01/ZO60
Pump chamber (manufacturer, size) PENtNS•JIA t(Ot/U (jA-(l V 29Nq/ZOO
Screen(s)and/or Pump Shroud (type, location) Sk{vwvp, pxrrt-Pr BAA(e 1 JAN Vitt
Were Tanks tested onsite for water tightness? Yes / No
Panel Model AQ11AV JORX /PG—S4 Timer Model dat.
Pump 1 — Man./Model L113ERri PU,1,(oAolle,/Moll Flow Rate q3 qpm 6a.12i1\
Pump Location (i.e. garage, treatment unit, basement) tp* c
Float/transducer settings Inches Timer
from bottom of tank- On/off - Q,'9 in. Functions: On 31 ec,min
Veto - 39.1 in. Off - Z sec/mine
Alarm - 3t4 i"»' in. Veto On - 31 min
Storage Above High Water Alarm -515 gal. Veto Off - 2 sec/minim
Dose Counter Reading 00 (oq # gallons/dose 22,S gal.
Elap. Time Meter Reading 02.62 50min/hrs Pump Throttled? Yes /(E)
Dose Drawdown (in inches) I is/(12 in.
Pump 2 — Man./Model Flow Rate qpm
Pump Location (i.e. garage, treatment unit, basement)
Float/transducer settings Inches Timer
from bottom of tank- On/off - in. Functions: On sec/min
Veto - in. Off - sec/min/hr
Alarm - in. Veto On - sec/min
Storage Above High Water Alarm gal. Veto Off - sec/min/hr
Dose Counter Reading # gallons/dose gal.
Elap. Time Meter Reading min/hrs Pump Throttled? Yes I No
If additional pumps- complete the info in this table
Dose Drawdown (in inches) in. for each and attach.
Other Timer functions & settings (e.g. override on/off) Z.8—OB Avro C ^cr2. 2.. Doses
H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 1 of 2
k
Pre-Treatment - 1\1P\ Date Insp
Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No
Sandfilter Basin size/location
Sand Fill met design spec? Yes / No
ATU (manufacturer, model) Alarm tested Yes / No
Disinfection Unit (manufacturer, type, model) Independent Alarm Yes / No
Drainfield
Transport Pipe size, schd, diameter 24 &Ai 40 Manifold size/schd 2" Scm. 40 24 14a/2010
Orifice size 1A?;." Lateral Size/schd 1" SCI-!40 za NOV 2410
Barrier Material \1*-En, P-PcEVILIC. Cover Material/Depth (SAW / 12_' Z9 NoV 2010
Residual Head (lat.# & ft. Head) (o' sat,k[LT oto PtU., 3 Livrerzqks Zq NOV 2+10
The laterals/pods were balanced 40 / No 2.9 WV 2610
Source/Manufacturer of Drainrock/Gravelless chambers StioLD -LkicA\tATIOc
Drainrock Clean?4,/ No If no, what action taken?
Mound/Glendon Site Prep
Drainfield Length 201-.3' ft Width 3' ft Depth 1e" inches
Caps for measuring residual head stored (location)
COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional
sheet(s) if necessary
Health Department Inspection issues resolved Yes / No / NA If yes how?
Users Manual Provided to Homeowner (- Date //1/`if
Tank/component Decommissioning Report Attached Yea / No / NA
Installer Certification attached/signed Yes / No
ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer
I CERTIFY THE INFORMATION PROVIDED ABOVE WAS VERIFIED 'BY INSPECTION, THE
SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED by JEFFERSON COUNTY
—7/./12?((DATE) 012 THAT' CHANGES HAVE 'BEEN NOrED AND
TIEY E I N OMPLIANCE WITH WAC 246-272.
1a� , .,, -2/11/11 316o2 5(
Designer Signature Date License #
H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2
a'2��
S - w D4, I I z
N - T n —I pn r N W p
T a m m N r, .
0 3 -3a m F, D m a • m o- r z
cn " 0 o o
o —I , C 00
/ f) O
'
m
/ ,
/N . ��
0 7
" yya
/'
dads / wN rncn -PwN —z0ncoD ,,,
// �Q� O n/ CO V V N
v . cn O O 00 Cr! W 00 N 7C 1�
/ / o A CO ,�,; CJl CO V7 W —1 Co..)
✓�
O 0 m _ -' N N _ ::
,„„- i / „- - Q,t5 = v 01 (J., COOOW 44NNNW1 C
Ort 01 O POO W CO CON 4 V:-< ll�
N /,/ � � co — 00$ CO N O W CO CO -- N -- o)I
0 n 'O p N - - - - - -
_, g
�' X W W W
o N a v, 5 WO OcriN
f/i
%j H
Mn\>V 5U\5 ---_ - - -
(xi cn O w cn Cr!-
r
- - • nn r) M
".s
0 0• 0
0 0 0
' ' /11: #0°*
•
rn
, ,. > TI ` J
n
w m
A/• \
AO
-
K \ (3.,"
.O n r \ o0 DO
O
I -4
I
__...- virt.:411„, ... -416:4rti'''
W44‘. i.' l'i- ii° sit'400/00 ,
kt,44,,,,,,,,,,,.......,_,... a7:4
gip. IDCI
0
'w- ir---.‘i.. vr.,--,- ,, /0
\ ....
4 1 I P" 1 I I"A im wt.1.- --4
, , 0
7 N O Q, ,, . , ,.., sl)
�� Z
0
o O m
3 o
m E
a0 0 O u w�
O
N
In
z.
* CD
r r r 3
CO m m
/' N CS' ED' (D K ',l
••=2A _ -v v v
T. �\ (-1. 0(0 O
V
T
C
CD
SD
D X s Z
m Z Z �_ O m S �'11
W co O m — P // •' 1;?///.
\_J
X a
> N Cr'0") O ( ,„ C iirk i srar r �+
c (0 < N zNo w �Q�+ D v
m z c o 7 CO i • \` F'. : v . . / /1/, o
N Z 6 o O N ' ``` n NO1 l `'�/ OX
n , m p 5 = i
p D Z x *...Sr m (/I n
< o co'. 'may o7k/ D
N (D V
o to•
D Q co N —I> ..:: ZO
N co .. Fkistiry N II
0 9 Dri��way • < o
o
co m
gpprox y20 Main
-1 ,
I I r
m
, I 0
m
0
I I
NJ -TD m cr) c) --I C) m (r) co Cr) —
C ,... CD CT, (1; o '1),. c 2 q
K 2 co 74 st) CD 3 (4 0- EL —
ID - ID - r- Z
--0
on D o
= —I (f) 0 n n n co
chwo —I c
m cr) m =
D (D Z
,, -0 <
rt CD
F-i 5
-o
CD
IX\'
, .
/ i
- ,
„---",- 0
,
// _---
WN MIAINwry....powy
, 00
tt
il
60.
/ z' .e.' . N T'',,,,t Zi-COu,c7;con, X ,-,
'
IP 2g A....2 ,...,. ...,—,..,
, vci
i i? cc ..
•
a a i F ,., <to.r8 0'tt:J T.7::r,r..)r.
, w -
a,0 A W W 0 W N 4...4.<
P.'
_ CONOWWW-2N—!a2
co
-
0
- , 3 3 crINU
a 4
, _ 1-3
/ ,
,0,03 s* /
o- /e,0 OD/ a'g mmm
,/ .--- ,w
CD
---- td .,'
- KIgittni
7.7.7.222•
r-,
rt.
1kt, -- • -
1
• 4' '4'4 ''
lk , --;7,l ,
„- ,
.
0
- ,
z / • $ 40'1.'
.., '
, -
,
,
,
0 10
, 10C191
, / 1106'
....... _
viii. ..,...........',........,...- ta../
\ (-:
0 .
/
>
/
, *
i
i i *
/
, „. .
, ,, ,,T, I a' ,' /
- , g
- , 2 R s 88 i,-", dz;
s,
, \, N >; gt13,TT`g
- g /,- ,2 `8'm i i'"`"7
-- 7- g -a 9,-,-
-`-',IP ,,
Z
.
s-q ,
r'
Gi
-
o
1 -,t.
/
/
/
7 \ /
' Evstmg 0,,,,e,voy
:
' >q
,
/
/ , N
O'
/
E
> m 70 0 > c 3 z
-I (I, > 0 >< (.40a
7 gZ II 5 d (T) ;t-
co co ._.,5 ...0
75 -< ft ?p (841) —
o 0 r--9,
, nry 0 0 ,—, ..;
— > c,„ cr) NJ CD v., ,....' P47- A5'/?'6'41,,:•-,
c 2
= Ni K r....) m 90 (0 ,0 Nril. sT,-0 ,11 6,
(I) 0 * CT) -S r9‘:(1)1" 1.
W
... .
ry
o 0- O 8
..<
C) — 0_ cy.)-13-
s
, . A. . 2,. - ./ ,44, • 4-
cn
70 ... - A( ' P, ". V P
- T. ,, 0`, 04.0
) n
0 \ kt A 'r‘.4-i
>
po > z
z r-
` i.4",' (-7Cl)0
P < 0
0 m
a) th --‘...'C', `4'\ )-1
—I ••
o 5 9 4E' ,
Z 0
> .
CD Vi ,
C
ry c's) 1-1
CO
0 cri 7
< 0
-P 0
rrl
i-. i-. i-. i-. i-. i-. i-. = i-. i. n n r '3 HK —I c Ul v N n w N _ O CD "O CD S
K r-
.� '' ! -! . (1.) (D CD n > — w Cr] N CQ 2.) ,r,"(D V
mzCT) -.1 _ -0nrnrnm 0 70 -' � 3 D 3 a3 n CO o 0 r+ o °*. rnr* `< rt' N _, r+ O
x. v = � o = _ � o - - cn N � < 3 - ' •a °' � 0 0 �-' n -1 cc 3 CD
cn rr CO cD < -p -p N -p -D A. v G O o (D
m nv � n n " nn a) m nnc m r) o Q7. rt ;0 v N � rt � � 0 �v+ r � -0 rt - n
VD + O oo o
`� N o `< Ov 3Nn n co -Io < O 0 0 v o r'. w , C r-' CD Ot—t v CD
G") o. c(D c 15 Cr °+ o v zzN0 = x O c"D n m ° < o- ° C (5nrt O O ,+ < N n
✓ -r, cD m (-D Qo o 0 0 o o p3 s rn cD v CD -Pn 3 CD iv
CD 2 O I j ,- t—' 7 5 = o ° 0- . ca -a O c�i� C-+,D = K z '1 rt
CD ,--Trt = w r+ j' -I
L< m rt. oZ o s r 0 CD 0 rt v O CD —
o v cD n- O - -0 a) r* r•+ o — =• 3 n r* (D O.
n m r*
n v cD co
O (ten (3 rr. CD 0 r w 0 �• p Q �.-0 =. Z co g N
CD cn
o - o a rt — C 0 3 r (/)
Q o < �� 0 S CD SD 0 -0 rt C D- < CD
�' o. o n CD n rn w o Q 3 CD_ s CO N.)
FD V) o N v = -' C N co .. N O < .. O n rn. o o SD m CD
D aoQ<. r CD rh = nCrl ..O ` w CD= n \ o
m r+ m o 0 -9,CD co
o 0
o v " o- v x -o 0 U) N
CD
0 CD �+ N �. 0n Q 10 7
= C - v O• rr O O n
O S a cn O CD ri.CD O 0
CD N O CD
Q O 0 0 O
-I, O =
o
�.� m N)
D 12" n
`` _ — ( O
�'� < m 1=lil__. ' p 3
ORM
CD 0 11111'.1w's'�*ti $
'e. r)
II I'� 111r r,��. CC
111
C7 O D
ill 104 0 0
1 111110•11,5
CD
ir
Z I 11010'' r' CO
-$i.,I
IIf'illP. O
A
o4, \ gIralI WI! o e-r
inn Z= sr4, �a� a n N.
= E NI
� 'z� 19\ !M N 3 = Z
\ b Om rt
0 rrt s -I
0)l'r--' Nt‘ „II,/
CD n
�O lA 3y3y5 > m.
�:,� rr m
- wCD —.1c u-i . WN -i
0rt 0 - ' '- '- ''- '- ' �
0 0 O D c 'D N = `.
> N > C) X cn s Z ' NDN = N N
m Z Z -I C3 O cT. S N O G 0 - D F "0 '0 "O 00 P ..
�, c, o * m a x n -0 0 (. CD v < < < G =70 z
Z A m3 N rr -O vC') C� nS - o
O n = N rr O W S COO -N -I COC C) O rt C
m
u� > coir m O N x -, .-.y� 'a O O X x 0 CSD fD - 4 ►•; O
• -I cn v cn C T D C ,.-,. O �-. -1 - pcA) -A
CO < rt n
> > C O co y = 6 0- O LU O T
N Z �' O Vt Ul r\ Q 0 < / P ��
O O O J, l0 -�_ N S - rt CD d D
m A d .o Za O r+ n r CDD r•+ so
O Q N A r+. C 0 CD • N N , EN X'
m Z x o Q- .moi (D .O ( gm � 1�
A O W d
Q mN �pl'1 C --NiJ m n CD
N Cifl
CO N
I1.I ,
v \ —
r-r N a v ► z
_ " rt
< m
CDo co
C°_ v n
co 11.* 1 v v
< z
v
m
H hm m -I OD Zo Oo O Po C v rvxov rn
-
IC a) C o") c.,0
-"a es- = ca)
• I— oO O ' u r r
n n vr Fn N r+ Q� m m CtD n n � sl) O N N cn -, D3 � v 3cD - 3 75
N
ca rt. r+
V) p r•• r+ a) xO D CD C a o a O COv v , (Q a 0 a
rtO o CD o cr v O -n n CD
o n - p N
r O -1 2: c) ' 0a) 5 r r 3 Cl)+ s C) o a) -I
� Ck< C � S v -n N
IG7 * Q m Q (D o = nc
OD n -YD 7 O r r r CD n D a) Q Q = Q C CDCT
�
• II � o 3v n CD v� cnoO Q �<ra -N D = -I50 o D m `< (c) CQ D o • rt
< Nvo
C (nN N .N. + • CD- rt v, D
D 0 .
Dnim O ` x CDN O
O + C (D N r+, ' CD CD - v w Cl)
o = sxCQ • m _ 3
, rtO II. • mD rDrQ O p o O
v) r+ mm • CD CD -z 7- .�Q > o -t v o oN _ D O rt
Q CD
v D + (Q 3 3 S v) NO O �
•
-1 a) .
QNx,-t• (Q CD D" z 23 II II Q v 0 = Q Or
00 •
II I II O v -•I O NrnwO O cD
cno n '. v a) n OOpo3 x C co il)
.vi 0 n c co N -, C n
> O N CD N rr• ri n 0 N N Q.
• + `i VI i< r CD O CD co
CO 2 `� O yo N Cl)
�' e--h r+ _ Q P
.INJ N - (n � N N Cn N N N N cm -.. O� N o
2 2 ' (xi NN �= c) co c) En = 0n n ' = 0O
v -a Cn
Ln in = O � � O O -, a o C
0 I- c -P -P O 0 =Th.O O . O
Vn 3
rt CD c- rt r-i-
O -h O
N
•—r.
m
rm
i I 0
N c m CD m N 0L.‹. .14 co 2. O
3 - °_ - -0 _. Cr - r Z
-o - n O co n co co 0
CD (i) m C
a oo
+ r*-am Q
3ri. O
(D
OQ�e���51\ 9
I /
-------
/ v ,/
• 3�r aR j!
i
j
' e,A,`
. .14- ,
' ' ` • 4.%
, ‘
. • ,, .....
, . . , ., ,
, . .., , _.,0%,..------
, __.,,..,_.., .
, , \ ,, , , .---\..-_ -.014;:,‘
. ,
. , % .
• .. _.\
1 ..,
. , ,,,
, , s; , - >/ +'yam, , , f
r ... ; ------
o ,.....
,.... ,/,--. ,
.,„ \
" , ,
3 ,'
, , ., E \ : m 2
.
•
// / J,
i
I
\ ,I
)
3
R;
I $
4
•
m
•i.
t ii , D
y m ) O D C Z \d
H v) D n x v) m
m z z o o S
z Q
o n We♦ ••!'-'SST \‘‘
'-i 0DN o o Ln p v A .,FIq—sY i; n 0
C D N 7 W (0 m, sr44, •.,. ` O
3 O 6n Cr)�. zo �f+ +
NO n O p _, N , ,: zN /�, .-h S
cn
ll
O m Q X n , , *cam` % j'I s 0 ® (N D
u_l �c/- (D " 0 0
M ilD
Z D
Q C N N n
C
,
4. � c0
00 70
m O
-<
i
:c.\CJ\\' O I I rn
0� rx O
/ co I
7
' co N "O T N n —I n X CND Co O
i Dzs O -D co 0 =','-'" v Q O O
o a H (!) —I 0 7 (0 A- (s? (s?
< o co C) D) ,Cy. CO
CD (n frl C
CD 7 T� 7 7 CD 7 -.
/ C2 T r* -a < ET—./ ,-. O
7 / N
Q / •
O i
f.< 0 4,-347.,
7
22 =
5y __-
i
• i
d°
1`�
rn
/ '
/ ' n
N 7
n
CD
wOo 0
/.._- W
— Q Hi
n
.
f-1
(n 7'(Q CD
. 1‘,:63'._. , 041.4 ,.-''
a►iy
�I IIS
o`er,
Aon
A
n
3 cQ
_ ._. O .- r fU /
•
• O
I Ar4"4 I I II' l 0 I I 0 III I li'' ill". +111IV‘1114*-''--e-
I ' \ %.)( 0
I i. 4•010. 100;111PLIO4 **
, a) NierP40,0014/,. \
p/ w4k\\\*4
i
O
- = 0,* ,, -I AI'
r
(n m > fD
o
. -2 -1. 23 i 4
, ..s
., 0 0
0 4 -S7-; a I '
o N �
O p S \
0 m 0 (p m _
N•
_ 00 °1 O
O• (D
7 CD / X o R- < u-I 0
_ (D N
to <
(D / N N
co / (vz 0
, CD
m D n O
cri CD
n Q
zo •ice. � `\. j
CO
•
( Ail' :3 b
- i � m
-i N D n X N D- Z
n
'
ci D ot
z z o
7-
w w _ # m • D 1 . O
CA
-< , w 7
o "1
•
Z n w O ' 0 0
Cs) j0C x O
(n
0N
O O / • O /
m < a Cry iv C 1 —I
_ /� 23 �' CD
o cs d M / �"� N D
w - z r
(v o rnirc.-, m O m
7
CI)
co
co H • FXistinri-. CIF'
• N n
co
rn
• . .x 820Mai
• n---....._
Nathan Cleaver Septic Design Inc.
Contractor Registration#: NATHACS940 2 ^ I
Soil Logs ,
Re: Deann Wood / ID
Parcel#: 021-203-011
Sec: 20, Township: 30N, Range: l E
Soil Logging done on 7 June 2010 by Nathan Cleaver
Soil Log#1
0-6" Duff
6-30" Brown Gravely Loamy Medium San
30-60" Brown/Gray Medium/Coarse Sand
60" No Compaction
Roots to 60"
Soil Log#2
0-2" Duff
2-26" Loamy Fine Sand
26-50" Gray Fine Sand
50" Compacted
Roots to 50"
Soil Log#3
0-2" Guff
ray
2-26" Gray Fine Sand
26-48" Lightly Mottled Gray Fine Sand
48" Compacted
Roots to 48"
Soil Log#4
0-3" Duff
3-26" Brown Loamy Medium Sand
26-42" Gray Fine Sand
42" Compacted
Roots to 42" 112 ,
oeis
Please feel free to call with any questions. a z .s���
you, ��
Thank ou 5100251 i
*1 WOMAN N CLEAVER •7\
//
Nathan N. Cleaver
Licensed Onsite Wastewater Treatment System Designer.
UUi'i L v LUV0
Address: Telephone: 360-598-6546
1990 Kimball Rd. NW Fax: 360-598-6548
Poulsbo, WA 98370 Email: nathan@nathancleaver.com
Please call ahead to make an appointment if you would like to meet with me.