HomeMy WebLinkAboutSEP2022-00003 - 04 DESIGNLEGEND
a7- 7.1('/ __1 10'No Build\
o Soil Log
- Building Envelope
Setback
Existing Septic
Component
Tree#
(A)
(B)
(c)
(D)
(E)
Clean Out
Septic Tank
Filter Sock
Pump Tank
Splitter
PROPOSED TRAFFIC
APPROX. SHED WITH
RAINWATER CISTERN
v
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rnKILISUT HARBOR
FOR EMERGENCY FIRE
SSANT. (DEFUNCT)
IGHBORING GARAGE
PROPOSED TRAFFIC BARRI
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1OO% RESERVE
795
t
E;(ISTING GARAGE
TO BE 2 BDRM
IGHBORING SFR
NEIGHBORING SFR
CRITICALAQUIFER
RECHARGE AREA
(PER GIS MAPPING)
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RE -CETVEDl---.--I iuN 032022\l \'\ JEFFERSoNCbmil-J
ENVIRQNMENTAL PUBLIC HEALTH
PROPOSED WATER LINE
APPROX, BURIED
LINE
JUNCTION BOX
WATER LINE WHERE,
<1 O' TO SEPTIC COMPONENTS
CROSSING DETAIL)
PRIMARY AREA --Dd\ tdl6 '-'UNL( (
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APPROXIMATE EXISTING
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APPROXIMATE SLEW LI NE_____>]
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FOR
Nothan Clcavcr Septic Dcsign, Inc.
Phone: (360) 598-6546, Fax: 36G598-6548
262 NWThompson Road, Poulsbo, WA98370
E-mail : nathan@ nathanclearer.com
CUSTOMER: MICHAEL & CATHLTEN BINGAMAN
TAX lD #: 021-191-006
LOCATION: 638 FORT GATE ROAD
NORDLAND, WA 98358
DRAWN BY: KLW,ICS
CHECKED BY: ICS
DESIGN BY: NATHAN N. CLEAVER
DATE: 2 NOV 2021 ,REY:?2 NOV 2021,
REV:8 FEB ?O22,?5 APR2022
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PR0PERT\'LINES BASED ON COUNTY- RECORDS:40 #021-t9t-oo6: 15 SEpTEN{BER 2020 ; \rol. 38 pg. 401
CONTOUR LINE,S SOURCE,D FROI\{:
N
SCALE: 1" = 30'
Jefferson Countv Central Senices GIS \.{apping THIS lS NOT A SURVEYt'llttlNorES: I I I
I . ALL WATER LINES TO MAINTAIN >IO' SETBACK TO ALL SEPIIC COMPONENTS
2. THE TANK LOCAIION CAN BE CHANGED / ALTERED AS LONG AS ALL OF THE.\ APPLICABLE SETBACKS ARE MAINTAINED. *BE SURE TO CHECK WITH THE
DESIGNER FOR APPROVAL PRIOR TO ANY & ALL CHANGES TO ENSURE
PROPER OPERATION & FLINCTIONALITY IS RETAINED.
3. PROPERTY OWNER CONFIRMED ARE NO WELLS ON THE PROPERTY
\
1
(11) LATERALS; 5'O.C.
TOTAL REQUIRED: 200 LF
TO CONTOURS
LINE
CROSSING DETAIL)
TRAFFIC
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INLET
SPE,CIFICATION SHEE,T 2 Compaltment Septic Tank Details
(Not Drawn To Scale)
,r(,OOO Gal. Pump Tank Detail (Not to scate)
(e)(6)
System lnformation and Specifications
$9ntic Tank: 1,ooo gal. w/ risers
rPump tank: 1,000 gal. w/ risers
All Tanks must be placed on a leveled, compact
base of pea gravel or sand.
Pump: L|BERTY 290-SER|ES or equivalent
Controller: 1 Ea. Aquaworx lpC-SOt Controller
Drainfield sizing:
lZOgal/bedroom x # bedrooms / soil app. rate=sf-
12O gal/bdrm x 2bdrm /O.41/day/sf = iOOsfy'
600sf/3'wide trenches = 200' min. total trenct//
Pump Sizing lnformation
Latera!, Manifold and Transport lnformation
Totat Lateral Pipe Length: ?OO'/
RISERS TO SURFACE
(1 0)
. -T{
\- trl
Shallow Pressure
PreTreatment Level:
Operating Capacity:
Design/Surge Capacity:
Trench Width
Maximum Cover Material
Minimum Cover Material
Lateral Spacing O.C.
E
180 GPD ./
24O GPDJ
16'OREI{CO FILTER ,a/High Level Alarm
FROM HOUSE
L__-. - ;:-+'j
l1
INLET
22.5"emergency reserye
(21 g/inch)
1 1.5"
?4O gal.
(2)19"
378
Construction Notes:
(1) Dry Weather lnstallation Required.
(2) Trench Bottom Must Be Level.
(3) lnstaller must contact Nathan Cleaver Septic Design,
lnc. (360-598-6546) a minimum of 1S-days prior to
installation to sc*redule inspections and Record Drawing
creation (additional fees will apply).
(4) All tanks to be installed on a level, compact base of
sand or pea gravel.
(5) Contro! Panels to be mounted on the exterior of
buildings or treated post in line of sight to a!! tanks.
Trench Plofile (Not to scate)
.Q(Maximum Trench Depth
Note'l
(1
2" Transport Line
From Pump Tank
10.r1
27'.y'
1u
5'O.C.
SCH 40
SCH 40
1 40'
2"
5"/
30
35'
48"1so{ ./
1/8" /
15gal.
1?
I.
(E)
(2) Pump
(3) 1/8" Hole
(4) 2" PVC Check Valve
(5) 2" PVC Union
(6) 2" PVC Ball Valve
(7) 2" PVC Transport Line
(8) Aquaworx Transducer
(9) Splice Box (water tight)
RE,C E,IVED
(1) 18' tall 18" diameter pump shroud l=arrt,q/Minimum Lateral Length:
Maximum Lateral Length:
Lateral Line Diameter:
Lateral Spacing:
Lateral Line Type:
Transport Line Type:
Transport Line Length:
Transport Line Diameter:
Pump lnformation:
Residual Head (squirt height):
Pump Capacity GPM:
Dynamic Head TDH:
Dosing lnformation:
Orifice Spacing:
Total Orifices:
Orifice Diameter:
Dose Volume (operating capacity)
Number of Doses per day
(A)
(F)
10) Antisiphon (when pumping downhill)
Note: Place Bottom of Transducer 2" above
top of pump shroud.
Manifold/Splitter Detail
CIYHCAL. l{ot To Scah)
1" PVC Lateral
JUN 0 3 2022
JEFFEBSON COUNTY
ENVIRONMENIAL PUBLIC HEALTH
" BallValve
t)
N
(G)
(r.l)
o
36',
24"
o
5'
/ €rehn6 bral{-
.CE \-,
(L)
Cover Materia!: Soil Type 3 or Courser with 2" Topsoil Cap
(A): Meter Box or similar type enclosure
(B): 1" PVC Threaded Cap (Cleanout Port)
(C): 1" PVC 90" Log Sweep
(D): Rotated Section of 1" PVC Pipe w/orifice shield,
lf the orifices face down, then orifice shields are
not needed.
(E): 6" PVC Cap (lnspection Port)
(F): 6" PVC Solid Pipe lnspection Port
(G): Cover Material
(H): Filter Fabric
(l): 1' PVC Pipe Lateral
(J): 7/8" TO 1-1/?" Washed Drain Rock
lnstaller may use lnfiltrators if desired.(t) 6' PVC Perforated pipe w/rebar anchor
(l-): Native Soil
fu) existing Grade
2" x2" x 1" "T"Pump Capacity:
Orifice discharge rate x # orifices
0.41 x 61 (including test orifices) - 30
Total Dynamic Head =
Elevation Gain + Residual Head + Friction Loss
15 + 5 + 15 = 35
Friction Loss:
f=L[(Q/K)^1 .85]
Trans. Line: f=1 40l(30/?84.5)n1.851 - 5
Misc Fittings: - 10
(B)
o)h
Nathon Cleaver Septic Design, Inc.
Phone: (360) 598-6546, Fax: 35G598-6548
262 NWThompson Road, Poulsbo, WA98g70
E-mail : nathan @ nathancleaver.com
CUSTOMER:
TAX ID #:
LOCATION:
DRAWN BY:
DESIGN BY:
DATE:
MICHAEL & CATHLEEN BINGAMAN
021 -1 91 -006
638 FORT GATE ROAD
NORDLAND, WA 98358
rcs
NATHAN N. CLEAVER
27 APR2022
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WATER / TRANSPORT CROSSING DETAIL RE CE IVED
JUN 0 32022
(NOT TO SCALE)
WATE,RLINE,
COUNTY
ENVIBONMENTAT PUBLIC HEALTH
SLE,E,VE, \ruTH 3'' OR 4'' SCHE,DULE, 40 PVC ""
SLE,E,VE, !ruTH 2" SCHE,DULE 40 PVC
$rHE,RE, <10'TO SE,PTIC COMPO
'Ag" MIN.
10' MIN.10' MIN.
2'' SCHE,DULE,40 PVC TRANSPORT LINE,
NOTE,:
WATE,RLINE CROSSINGS TO BE, MADE, AT A 90'ANGLE, ANt)SLtr,E,VING MUST E,XTE,ND
(DOE 7B-5,2.4)
@
<.i"^"1nbt
FOR Nathon Cleaver Septic Deeign, Inc.
Phone: (360) 598-6546, Fax: 36G598-6548
262 NWThornpson Boad, Poulsbo, WA98370
E-mail : nathan @nalhancleaver.com
CUSTOMER:
TAX ID #:
LOCATION:
DRAWN BY:
DESIGN BY:
DATE:
MICHAEL & CATHLEEN BINGAMAN
021 -1 91 -006
638 FORT GATE ROAD
NORDLAND, WA 98358
ICS
NATHAN N. CLEAVER
27 APR2022
TO A DISTANCE OF 10'ATTAY FROM THE NEAREST EDGE OF THE WATER LINE,.