HomeMy WebLinkAboutSWG94-01200 - SWG Design - 9/27/1994 ' ..\
•�
A.vlsad 1Z/28/9]
I • DESIGN FORM — PAGE ONE • '
• sewed when 3 copies of each of the following itdated ems are submitted:
0 : If: pleted design form that has been signed and
• pleted Resource Lands and Critical Areas Checklist -attached
fl SEP 2 7
• Scaled plot plan, including all applicable items on checklist
• Scaled layout sketch, including all applicable items on checklist
' / • Cross-section sketch, including all applicable items on checklist
I
1' �1- :E5 II
PARCEL IDENTIFICATION
9 [./_ (ZOO Designer's Name - --"tijkils- III:?--------
Permit Number 111••'
� ) 170r�S ,$, C3Co�Jl1 .
Prop. Owner's Name
Applicant's Name�- �(A/t:1rO Mailing Address NE, J2.�l7J �•.Sb�C- 1
Mailing Address p•pBt1X ,75- RD.
rie4ir-I LJA . cgSd0 '
ge[4SA ` "^'1 " ♦ �^-!{f-`v l y L a Y 1 �/y�� L L P
a l.aY rr �Q J �L) i
Assessor's Parcel No. 3 S'a I - 90060 Subdivision Si5i/CS ?Z1i 11-
(svmLv�-DLaLa
Masnn County GeilI Health Services
DBSIGN PARAMETERS -' - -•_ •i� •
J . - Date 4 I/ ? 9
6-----1---111-
Designed Vertical
.iii-1-6
, 71‘----1-----
Separation
3 in
Mound Subsurface Pressure Gravity Bed
Trench �-_
Septic Tank/Drainfield Specifications ❑• No
? Pressure Distribution? Yes
No. Bedrooms d (If yes, proceed. . . )
Daily Flow -�2 Q 9�
• Septic Tank Capacity 7510 gal V
Receiving Soil Type (1-6) ( Laterals
Receiving Soil Appl• Rate IZ 9Pd/fi
ft' Schedule/Class 00 ft
Trench/Bed Bottom Area O d0
ft Length
Trench/Bed width t. _' in
Diameter
Elevation Hpae»remente D i Number Separation ft
Orig. Drainfield Area Slope Final Drainfield Area Slope P a Total Number of ices
Orifices Depth of Bottom of Trench/Bed ( S p in
from Original Grade / a_ in Diameter
up.loD. Spacing .�
/ Z in Manifold
04.-••••l.o- Schedule/Class Z------
� ft
❑ Length in
Pump Required? Yes No Diameter-
(If yes, proceed. . . ) Transport Pipe
Schedule/Class --' t
60 ft
Pump/Siphon Specifications Length 6 � it
Difference in Elevation Between Pump Shutoff Diameter Cti-amber
l ft Dosing and Pump
and Uppermost Orifice I Doses/Day
al
•
Q lower 3� Dose Quantity
Uppermost Orifice is higher, Chamber Capacity T S"O 9
than Pump Shutoff Z-,,g,14!/ 5o�1D
Capacity @ Tot. Pres. Head 12 '3 gpm T 94"I t i)/D .
Calculated Tot. Pres. Head• (Attach Pump Curve) , [6 ../ Pn p a�
� ""--�'�•
,
- 3aa.3s•ai• 9oo6,a