HomeMy WebLinkAboutSWG2025-00379 - SWG - 4/14/2026 ac'a5 -co3—lg
SEPTIC SYSTEM SPECIFICATION .�
1. 1- NU WATER BNR 500 KIT WITH AIR PUMP AND PANEL.(TRAFFIC HARBORSTONE
EH AP P RO\/E D RATED) CONSULTING,LLC
eoTIr
2. 1- SINGLE COMPARTMENT 1000 GAL HAGERMAN PUMP TANK.
Rhonda Thompson 04/14/2026 (TRAFFIC RATED)3. 1- TETY 290 EFFLUENT PUMP WITH FLOATS. OSS DESIGNER
4. 1- NU WATER CONTROL PANEL (EAS-S1 PT LAA)
5. APPROXIMATELY 100 LF OF 1.25 SCH 40 PIPE FOR LATERALS.
6. 1- CARSON VALVE BOX SIZED APPROPRIATELY FOR VALVES.
REVISED SITE PLAN TO 7. 3- 1.25" BALL VALVES AND FITTINGS TO ACCOMMODATE 1.5" SC
40 PIPE.
ACCOMODATE RETAINING WALL 8. APPROXIMATELY 40 LF OF 1.5" SCH 40 PIPE AND FITTINGS FOR
T9.RANSPORT LATERALS TO BE DRILLED WITH SHARP 5/32 DRILL BIT
AND DE-BURRED. HOLES ARE TO BE 21.5" ON CENTER, AND MIKE JERKOVICH
253-514-0958
z POSITIONED AT 12 O'CLOCK 56 ORIFICES AND SHIELDS TOTAL, SEE NUERKO'ACHOHARBORSTONELLC.COM
WA DESIGNERS UCENSEJ:5100385
\ DETAILS.
�0 7
2 R1001 10. 1-10'X20' GRAVEL BED, WITH 24" OF C-33 SAND INSTALL
GT _ \ OBSERVATION AND LATERAL CLEANOUTS TO SURFACE SEE DETAILS.
�_ 11. EXCEPT FOR THE DISPERSAL COMPONENT, ALL COMPONENTS OF
EX. SEPTIC TANK TO THE SEPTIC SYSTEM MUST BE WATERTIGHT TO THE SURFACE.
12. RISERS ARE REQUIRED ON THE SEPTIC TANKS AND PUMP
BE DECOMMISSIONED C CHAMBERS.
`'
- - - - - - - -- 13. ALL PUMPS AND/OR ELECTRICAL PANELS MUST MEET NEC
'�� ' S89'28'30"E� �
_ _ _I_ STANDARDS STANDARDS UNLESS OTHERWISE APPROVED BY AN ELECTRICAL
r DRIVEWAY 103.31' /-�" INSPECTOR.
WI 14. SYSTEM MUST BE RUN AND ADJUSTED, WITH THE PANEL SET,
; '1 `V TO BE REMOVE \ � BEFORE FINAL APPROVAL BY DESIGNER.
; � 15. THE DRAINFIELD IS WITHIN THE 100 FOOT RADIUS OF A KNOWN
% D'Nr �' N CONCRETE F/'� WELL. p�
RETAI WALL 1g � 16. ALL ITEMS ARE AS SPECIFIED OR EQUIVALENT. N
DECK , ; �11' 17. SLEEVE TRANSPORT LINE IF UNDER DRIVING SURFACE OR WITHIN Ln
c,I ; "SHED / 6° 10' OF A WATERLINE. 0O
WELL �'
SOIL LOGS 9/14/2025 o
EX. 2 BEDROOM 6" SAND DOLL TEST PIT-1 (OVERALL DEPTH 72") Q oN
r o TP2 TYP I SOIL 1.2 APPLICATION RATE J
I ; S�� 0 6" CRUSHED ROCK. O W
N' J ; PARKING i .- �� 6"-24" VERY GRAVELLY MEDIUM SAND COMPACT IN m
I N TP 1 PLACES. NO
I i NEW 10008 ; ,- 24"-72" VERY GRAVELLY MEDIUM SAND.
\T'- Ir _ ; O PUMP CHAMBER--- o
fl'' ; DECK 7= TRAFFIC BAYED TEST PIT-2 (OVERALL DEPTH 72") c CV
,, i TYP 1 SOIL 1.2 APPLICATION RATE w o N
/" J 0-5" TOPSOIL. LU ::NU WATER BNR' 500 1 5"-72"VERY GRAVELY MEDIUM SAND. (/7 J
I R50' ATU TRAFFIC/RATED l 0
_ )
FEII, s6��825 TO NCE PREVENT MOVED
Z Q
o
NI, ON DIAINFIELD
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i / z
�II11 o EN
% /1 0
20�
PROJECT NUMBER 24100
ISSUE AGENCY RERAN
DATE 09.09.2025
REVISIONS
REV. DESCRIPTION: DATE
I CR 10.8.25
SITE PLAN SHEET TITLE
0 20 40 SITE PLAN
SCALE: 1" = 20' OSS-2.0