HomeMy WebLinkAboutCRT95-0037 - SWG As-Built - 3/17/1995 MASON COUNTY DEPARTMENT OF HEALTH SERVICES
POST OFF E BOX 1666
SHELTO , WA 98584
( 6) 427-9670
427-7798
APPLICATION FOR ENVIRONMENTAL HEALTH REVIEW
Receipt No: I
Date of Payment: — I RECEIVED
Septic or water Revi $60) - i MA 117 1"5
Both ($100) :
Ikrqjarty Evan ( 0/hr) : I HEAL H SERVICES
INSTRUCTIONS �(�/� (—////yJ� (///1
t. An application is considered complete when the fee is Od, Parts 9-4 Jf the appl Ofon form ibre i oapleted.
(assistance will be provided upon request for completing Part Two), the necessary paperwork is atti shed, and
required soil evaluation holes have been excavated.
2. After a completed application is received, staff will inspect the property and provide the applicant with a -
written report.
3. If the project requires the excavation of more than 3 test holes, the department my charge the api titan an
hourly rate of $40/hour as set forth by the wason County Board of wealth.
PART 1: APPLICANTT/PARCEL IDENTIFICATION
/NAME OF APPLICANT _ R /[�/'o/C 13y-v/ TELEPHONE 3160 Z 7! 4 S Z
SITE/HOUSE ADDRESS NC /66 / T bA/- fa
MAILING ADDRESS NC /66/ 7-44..yy IF,-U" /?oar
Ley 4 W SEafq IF�� ACREAGE 7 S
ASSESSOR'S PARCEL NUMBER 3 7 Z [ 2 _ 3 _ O G 0 L
LEGAL PROPERTY DESCRIPTION
SUBDIVISION (If Applicable) "� J DIV _/BLK LOT _
DIRECTIONS FOR LOCAT7t1G SITE 12 '"" ' I'�5 K iv�v/'/t S�ior� /Po 4d �vov-, Sell""-,:—
TaCc R A /tA -asSt'.
kn T14Ky--( &-- o gr'2 4
I c O tlevA 1.7-,—µ /[A f7 O K IVEll61
Sketch location of property in this space. I
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Page No. 1 CASE HISTORY FOR CASE NO.: CRT95-0037
PATRICK BARRY
NE1661 TAHUYA RIVER RD TAHUYA
03/21/95
Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd
Code Sent Done Done Date By
CRTA100 Application received 03/17/95 / / 03/20/95 DONE TN 03/20/95 TN
CRTB200 Septic review / / / / 03/20/95 Confirmed that there is 88 lineal feet DONE JGD 03/21/95 JGD
of 3 foot wide trenching that is
functioning with no indication of any
ponding of effluent and no clogging mat
occlusion of the drainfield gravels.
There is 36 inches of vertical
separation beneath the base of the field
set at 36 inch depth (i.e. the allowable
maximum depth). No evidence of any
ground water to depth of 78 inches. The
soil types and distribution suggest that
part of the system might be within a
class 4 soil; however, the condition of
the exposed drainfield gravels would
appear to suggest that the bulk of the
system is within the influence of the
observed class 3 soil. The system is
only 12 feet shy of the required sizing
of a 2-bedroom residence utilizing a
loamy sand soil but would be 45 feet
short of the requirement for a class 4
soil. The reserve has 80 inches of sandy
loam (Class 4 soil) with no evidence of
any ground water intrusion nor was there
any ponding of the heavy rainfall
occurring prior to, and following, the
digging of the holes. The reserve meets
all setback requirements; whereas, the
existing system would meet the well
setback but is 68-70 ft. from the
present high river level. There is room
to extend each lateral by 15 feet should
uprading be required---this would bring
the system into compliance with sizing
for the more restrictive class 4 soil.
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PART 2: PURPOSE OF APPLICATION
2A. OPTION ONE
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IJ I am applying for a bank loan and the bank has asked for an evaluation of the
following:
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LJ Septic System (Fee: $60)
• Age of System
Age of House
Number of Bedrooms
Name of Last Owner
Is house currently occupied?
• Attach pumpers report, dated within last 2 years, stating whether the system was pLvqx d, the size and
condition of the tank, and the condition of the baffles.
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LJ Water System (Fee: $60)
• Number of service connections on water system
• If public water system:
ame of system
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U Both (Fee: $100) WFI Number
• Provide information shown above for both septic and water systems
2B.. OPTION TWO
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LP I an applying for a building permit, and environmental health has required an
evaluation of the following:
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U Existing Septic System (Fee: $60)
Age of System
• Number of Bedrooms
• Name of Last Owner
• Is house currently occupied?
ems
• Attach pumper's report, dated within lest 3 years, stating whether the system was pumpel, the size and
condition of the tank, and the condition of the baffles.
• If the original septic permit cannot be located and system less than 5 years old, apply for new On-Site
Sewage Disposal Permit.
• If the original septic permit cannot be located and system more than 5 years old, submit signed as-built
drawing from certified designer or professional engineer.
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LJ Reserve Area for Future System Repair (Fee: $60)
• Two properly excavated pits are 4 ft deep must be ready for inspection by the department.
Both (Fee: $60)
• Provide information shown above for both septic system and reserve area
2C. OPTION THREE
1-1
l I I am interested in knowing in general terms the suitability of a parce3 for septic
system placement. (Fee: $40/hour)
Describe the intended use of the property and the reason for requesting the review:
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PART 3: PLOT PLAN
Use this space to draw a detailed plot plan, or attach one to this app ication. A deta
shows the precise location of the test holes, existing septic systems, dimensions of th
wells, roads, or other buildings on the property.
' 250'
- I — �a
1 � 1 �'�' ``� I RICHT-OF- AY
a I _
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/ - - - - k - - - — - - ESP —
/ raHur aIKR\ RDAD j
SIP
RICHr-OF- AY
MAILBOX RESERVE AREA
I (NE I667) K'/p� I (APPROX �+
€ IM
2 I WELL HED N o £X LIGH 1 SDRYE CAP
ry h I 13 \ \ - �i NO.. 2141
PR 05E £X ^WAIN A EL=698
h I\ (SEE INSET BELOW FOR \ \a ^ R DEN E - OG KENNE
REFERENCE LOCA IIM \ l
W I h \J Z IN PROPfRr) `\ — --_— SEPTIC T NK
SHED TO BE REM WC
1979-14'1 4'
MOORE HLX
NESr EDGE OF ME aY / 1� POWER OLE
TAHUYA RYWR yy
NOTE, L
SE£MYr TO DBE T50 TAHUY
RIGHT EW DETAILS I�a A R/DER SITE PLAN
"_►a\ I�
SCALE: 1'= 60'
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NOT TO SCALETint-
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JGD
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PART 4: AUTHORIZATION
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APPLICANT /P [u"'Y DATE 3'
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PART 6: HEALTH DEPARTMENT DETERMINATION - OFFICIAL USE ONLY
6A. PRIMARY DRAINFIEI.D SYSTEM
The primary drainfield area was inspected by staff and pertinent records were
reviewed. The following determination has been made:
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U The system appeared to be functioning adequately at the time of inspection and
and meets current design standards.
The s s em a font i > a qua el a t e time of ins ection a��
o •nez �o � � r�nc�hj -
1__I Not applicable.
6e.
The reserve drainfield area was inspected by staff and the soil was eva uated.
Site characteristics indicated an area exists that could support a Sept c system
that
(( would meet the following standards:
1�L Current standards.
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u Marine expansion standards.
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u Marine repair standards, Treatment Standard
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U Not applicable.
Comments:
6C. WATER SYSTEM
The water system was evaluated by staff the following determination has been made:
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U The water source consists of an individual well that appears to be a
satisfactory source of potable water for a single family residence The water
was sampled, and coliform bacteria were found to be absent.
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U The water source is a public water system that appears to be in substantial
compliance with applicable regulations.
Comments:
• • • • • • • .. •••••Findings and determinations of this review reflect observed conditions as they existed on the day the evaluation was
performed. Absolutely no claim is made by this office, either expressed or implied, concerning future success or failure
of the systems and sites evaluated.
Resource land and critical area checklist may be required by Department of Community Development prior to issuance of
developmental permit.
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INSPECTOR DATE
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