HomeMy WebLinkAboutSWG2024-00317 - SWG Application / Design - 7/22/2024 SHELTON.WA
584
MASON COUNTY 415N6THELTON. , 0427-97 ,EXT 400
SHELTON.360-027-9670,EXT 400
BELFAIR'.360-275d467,EXT 400
Public Health & Human Services ELMA:360482-5269,EXT 400
FAX 360427-7787
On-Site Sewage System Permit: SWG2024-00317
APPLICANT TREADWELL TERESA ELEANOR SUE Phone: 425-785-3580
Address: 201 E Soundview Dr SHELTON,WA 98584
OWNER TREADWELL TERESA ELEANOR SUE Phone: 425-785-3580
Address: 201 E Soundview Or SHELTON,WA 98584
SEPTIC DESIGNER JUSTIN RUSSELL• Phone: 360.956.7242
Address: PO BOX 14531 TUMWATER, WA 98511
Site Address: 201 E Soundview Dr
Primary Parcel Number: 320215902012
Permit Description: New 2-bedroom pressure system
Permit Submitted Date: 07/22/2024
Permit Issued Date: 10/0712024
Issued By: David Anderson
Current Permit Fees Paid: $540.00 (aclebonal m«may ba n,gmrea upon mandauon V system).
Permit Expiration Date: 07129/2027 (beam on dale of nspemioro
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drainfield installation not to exceed designed upslope and downslope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
bacAfill of system components.
6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS.
PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS.
THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masoncountywa.govlhealthlenvimnmentallonsiteloss-inspection-request.php or call:
360-427.9670,extension 400.
OFFICIAL USE ONLY
® MASON COUNTY W L
n n
COMMUNITY SERVICES �° $ ND On
N
m M
• O N
Public Heal*(Comm unity HLattNFnWmn entalHahNl — �� N yO
SWG 1� O A
2 N
ON-SITE SEWAGE SYSTEM APPLICATION
n z
IM 0
APPLICANT PHONE IT
17
I l+£2£_S TR&40 JLc L `/ZS'- 8S - 35 c
MNUNGADUSESS-STREETC17Y,6IATEZIPCODE 3
ZD r f= sou&30 V 1£LA) V)R.. S H£c,TLJ t J 4- CIS 5—w z
SRF ADDRESS-STREET.CITY,ZIP COC E
Zol £. VLSL.) 01L 5H£L.T0,Lj LiYv R4 IW
NAMEOFDESKINER PHONE
3_'u 4TlU N2u5�£LS � aL 9WY� sf.P[I� 3(00 47-0 (233 e
NAMEOFINSTALIER PHONE O
o IY
PERMRtt 1EAN0 O,Ff DRINKING NNTER SOURCE y
RESIOENTIALOSS ECOMMUNITYOSS ®COMMERCIALCSS EIPRWATEINDIVIDUALWELL EPRWATETVQPARTYWELL 2
TYPE OF MRK(Wxt Prcl 14 PUBLICWATERSYSTEM 514p6LC"S`T I IJ
�S1y1NEWCONSTRUCTION/UPGRAOES EREPAIRIREPIDIOEMENT OTXER DETAILS(m,MMMMegRyJ OTABLE IX REPAIR
SUaB�MZIIT�TALS ❑SURFACINGSEWAGE ❑EXISTINGFAILURE OSHORELINE Cal
)&ESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS 99 LOT 612E Q Ia.�
EMNIVER(S)(IF APPLICABLE) L� !7 - yOZ /I<1LL 0 ,
)REC5ONSTOSITEANDSREC0NDTI0N6:*b pM)
(—(Lc, t, cxt5Tv•cW (s
Rlwl+r e.� 'aiI OLLG+LW I SLrt e� ct•�T' s.P ceau UL_ 0 L)
O
I IA^v1
SIIEYMSTICMBBFO PRDY MAW ROAP AND TE3TNdE4 NU3TBEFIARDEDWRMTE3T XOLFNIMBER&
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAI LIME SOURCE(M IegxWp P+pmro)
OVOLUNTARY L3MAINTENANCEIPUaLMPING r]BUILDING PERMIT r]HOMESALE OCOMPIAINT E3OTHER:
TOR533 S GOHPM COMMENTSICONCATICNS
rift-o -?I" 4p_ JUL 19 2024 D
�far )v" L./ Fnt
sy
i Mao -?F✓y8 $Sc ,6 fr�bm
RECORD DRAWNG AND INSTALLATION REPORT
ME 60DIM:
V=VERY O=GRAVELLY S=SAND L=LOAM 61=SILT C-CIAY E=EMA1@aaY R-RDOTS RMUIRMFORFlWJ.APPRTAL
INSPECTORSIGMTURE WE I APPLICATION ENMRKBON DATE �) APPLICATION APPROVE/q ISSUED BY 7 DATE
THIS FO MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE RENSEDWO015
fF
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 2 1 — 5 9 — 0 2 0 1 2
A design will be reviewed when 3 conies of each of the following are submitted:
r Completed design form that has been signed and dated. "Scaled layout sketch,including all applicable items on checklist
•Scaled plot plan,including all applicable items on checklist. O Cross-section sketch,including all applicable items on checklist.
This form maybe scanned and available for public view on the Mason County Web site.ifarimum paper size: 11"X 17"
PARCEL IDENTIFICATION
Permit Number: Designer's Name: Alpha Septic Solutions
Applicant's Name: Theresa Treadwell Designer's Phone Number: 360-970-1233
Mailing Address:
201 E Soundview Dr Designer's Address: 4931 68th eve ne
Shelton WA 985M Oh/mpia we 98516
City State Zip city State Zi
DESIGN PARAMETERS 3 `.�..'"i.. ` .s -2
Treatment Device
❑Glendon llicfilter ❑Send Filter ❑Mound ❑Send Lined Dreinfield ❑Recirculating Filter,Type:
❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other.
Drainfield Type
❑Gravity Ef Pressure fi(Trench ❑Bed ❑Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 i Schedule/Class SCHD 40'
Daily Flow:Operating Capacity 4bw I&Mgpd Length 134 it
Daily Flaw:Design Flow MZ-LIO ~gpd Diameter 1.25 in
Septic Tank Capacity(working) 1200 gal Number 3 '
Receiving Soil Type(1-6) 4 — Separation 6 ft
Receiving Soil Appl.Rate 0.6 - gpd/ftr Orifices
Required Primary Area 400 it Total Number of Orifices 45
Designed Primary Area 402 - fli Diameter 1/8 in
Designed Reserve Area 600 ft2 Spacing 36 in
Trench/Bed Width 3 it Manifold
Trench/Bed Length 134 it Schedula/Class SCHD 40
Elevation Measurements Length 67 it
Original Drainfield Area Slope 1 % Diameter 2 in
New Slope,If Altered a/o Preferred manifold configuration used? ❑Yes ❑No
Depth of Excavation Up-mope 8 in Transport Pipe
from Original Grade Dawn-slope 8 in Schedule/Class SCHD 40
Designed Vertical Separation 24 in Length 132 ft
Gmvclless Chambers Required? fif Yes []No ❑Optional Diameter 2 in
Pump Required? Rf Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day 4
Diff.in Elevation Between Pump&Uppermost Orifice 15.2 ft Dose quantity 45 gal
Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice 16 Higher O Lower than Pump Shutoff Pump controls:Please check those required.
Capacity Q Total Pressure Head 22.08 gpm OTimer WElapse Meter Event Counter
Calculated Total Pressure Head 1b.9 it If Timer: Pump on Pump off
Comments
DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 0 2 1 — 5 9 -- 0 2 0 1 2
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
IN Test hole locations Sk Drainfield orientation and layout Reference depth from original grade:
CR Soil logs Trencb/bed dimensions and Q Septic tank
R Property lines critical distances within layout IS Drainfield cover
Existing and proposed wells D-BoxNalve boz locations
p p h Reference depth from original grade
within 100 ft of property N� k` Septic tank/pump chamber and restrictive strata:
bk Measurements to cuts,banks,and locations W, Laterals,trench/bed,top and
surface water and critical areas m Observation port location bottom
NLocation and orientation of Q Clean-out location Curtain drain collector
curtain drain and all absorption IS, Manifold placement bk Sand augmentation
components Q Orifice placement Other cross-section detail:
Location and dimension of Lateral placement with distance ❑ Observation ports/clean-outs
�i primary system and reserve area to edge of bed Other Information
`1 Buildings R Audible/visual alarm referenced Yes No
N( Direction of slope indicator tS Scale of drawing shown on scale ❑ Design staked out
'q Waterlines bar ❑ SkReccaded Notices attached
❑Roads,easements,driveways, ❑ N�waiver(a)attached
parking ❑ Pump curve attached
North arrow and scale drawing ❑ 151,Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notified by i er at time of installation IkYes ❑ No
Sign of�e Date pp
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be'vf O
compliance with state and local on-site reguu�la}}t'ioo9}}�ns::/// ZZ�/V�//jt '11980NC0Uh'00t,9? O1y,' O
En omne'-161ntal 71eciali�� Date ry%l7'?
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION, NMfNTA/yFA y
✓ The design is stamped"Approved"by Mason County Public Health. Z
✓ The Onshe Sewage Permit has not expired,the Permit Expiration Date is:
✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval.
Please Note: The system must be installed by a certified installer,
unless prior authorization is obtained from Mason County Public Health.
An Installation Fee is required.
This form maybe scanned and available for public view on the Mason County Web site.
Updated Date: 1217/2015
ALPHA SEPTIC SOLUTION, LLC.
ON-SITE WASTEWATER DISPOSAL SYSTEM
DATE: July 22, 2024
APPLICANT: TREADWELL,TERESA
147 OLYMPIC AVE
BREMERTON WA 98312
LEGAL: SHORECREST BEACH ESTATES#2 BLK: 2 LOT: 12
PARCEL#: 32021-59-02012
PROJECT#:
DESCRIPTION: NEW CONSTRUCTION 2-BEDROOM HOME
PROJECT DETAILS:
NUMBER OF BEDROOMS 2
GALLONS PER DAY(GPD) FLOW 240
OPERATING CAPACITY(GPD) 180
APPLICATION RATE 0.60
si F A1`�s
DRAINFIELD �
-Absorption Area Required 400 SQ.FT 22aw8x
-Absorption Area Designed
402 SQ.FT
-Trench/Bed Length 134 FT
-Trench/Bed Width 3 FT
DRAINFIELD CROSS SECTION �4ApR
-Depth below Original Grade 81NCHES oV
-Graveless Chambers B INCHES
00�-Sand under Trench/Bed 0 INCHES
24 INCHES �ASONC��Nry N��J1�1y
-Vertical Separation
-Fill Depth 6 INCHES ✓q NMFNP44Hlp
SEPTIC TANK
-Size&Composition 1200 GAL CONCRETE
- New/Existing Now
ALPHA SEPTIC SOLUTION, LLC.
APPLICANT: TREADWELL, TERESA _
DATE: July 22, 2024
PARCEL #: 32021-59-02012 PRESSURE SYSTEM - 3 LATERALS
System Parameters Pressure Calculations
Orifice Size 118 inches Minimum Orifice Discharge Rate 0.42 gpm
Residual Head at Last Orifice 5 feel Total Lateral Length 131 feet
Orifice Spacing 3 feet Number Orifices Lateral 1 7
Number Orifices Lateral 2 17
Number Laterals 3 Number Orifices Lateral 3 21
Lateral i Length 21 feet Total Discharge Rate 18.9 gpm
Lateral 2 Length 49 feet
Lateral 3 Length 61 feet Friction Loss
Pipe Class 40 Tightline Fricfion Loss 0.87 feet
Lateral Line Size 1.25 inches Manifold Friction Loss 0.43 feet
Lateral Elevation 151.5 feet Lateral Friction Loss 0.38 feet
Fdcbon Loss through System 1.68 feet
Manifold Length 65 feet
Manifold Size 2 inches Dynamic Head
Residual Head at Last Orifice 5 feet
Elevation Difference 15.2 feet Add-on Friction Loss 0.2 feet
Elevation Difference 15.2 feet
Tghbine Length 132 feet Total Dynamic Head Loss 22.08 feet
Tightline Size 2inches
Total Discharge Rate 18.9 L
Add-on Friction Loss 0.2 feet Total Dynamic Head 22.08
Drain Down Calculation: If orifice orientation is 12 O'clock,the following calculation does not apply. P 0
Orifice Orientation 12 O'Clock Mq 007 VFW
Liquid Volume oLength f Pipe 10.22 gal Pipe 131 l sop�ouNry fN 0�?O1y
Drain Down Volume 5.11 gal Volume 25.55 gal O�q N'yf yTg2 Ile4l
Dose Volume 45
� l. 7/2l✓iy-
Dose volume meets 5X rule: NIA
2203 OU
1.....IV Rmyl{SN-----':
Pump Specifications ,I`I�Ij%
280 Series 1 /2 hp ��
Submersible Effluent Pump
UTERS PER MINUTE
12
r
10
■■�7
■■■■■■■■■■■■■1\
; -
3
c
SOUNDVIEW o
140' o
�O
�o n-2
—__—_—_—_ �m�
o m of I
A o A Q O I
0 m 0
A � l
iz
I
ao \
p
00 I
A
N v O I 11
O AN N0
w A O I f N
0 ,D
m �
m I i o
z I I
D � I
Za I
0M I I
m I I
Zm I o I
a0
DnL ———————————— ————————— —J
U 1
mm
OZ
ou
O 140'
0D
D
Zo
0 Z
rp Zp>2
1 ?ox o020
I z"'C) DyDu+
O n TM-)" ) Zv
Z TZ mu2Z
� <000
iE !
I F £
f . N ® ® O ® O 0,j oo m$o 0 F!"m
�0Z0 my < u C0O N ZN AN O O O
£ D o O C a
j in Srm AO m :q a] P m0 m 3.H aw Wu uu
�� tin0 � 00 �O spa n
O� D�m _ vN p N ° cm .o O _ A yF.
o� mom Z <o f MZ ^�� Wn gOc zi 'az �Z
A0 i3H i ni -'mA� O z inZ �O m0 a0
EmD 2 DO 09 0 O AK z� n
cZq 'J rm D << oD $A m m y0 y0 OD
A ��� `vo m n3. � !y-w �� n D <y3 <y3y �']�
AVM N£ DS yA oz .0 0 m< �K `{
006 O OF A ?� m nH z m m m
m y 9 C 9 r Am£ 0 Cm y Om m
m " m 7pa O CN D o� 0 i0 n o m
0 0 0 T Nam O DT nm ^� D
p m x = O 2 Z W, .
2 m w m N D p0 D DO A n F i3:.
A N O y Afn Z Zr Ohm F A ,._p}.. ICf)
<10 O O p 0
Inyh O b A J -i O K m x A y A y5e�}N
N j Ly (1 O 0
0 E A Z,- £ A 0 V n
i c 0 z� Z " z O
z F m f cmp 0 z A A \ 2
o< m C ;Ap
m f o N O ?20 2 ;a ti a
m o y n w Z mz Z >77 a �r
m - O
N m m n N F
o A o
N
N
N O
o
D p S V m 0 N
D O r \/
W (� o yi Z y N o ❑ x
c o't
\ 0 3 = x
-j o O- 02� � W ❑ 0 w
4 a > t V 2 �P ¢ < q o
W
Q Oro a N N
a3 U of F - w
o
o (j :,� �Q a
m . o
N n 0
� U F- N J
E
~ a 0
UZ
w a >
..: Et.
o Q U w
o ' = d m o
,,. .�.: 0
c o u
4
o ry
Z5
D
O0 O
N c a
K u 3 0 O O
0 N
L t m o
nGi m
.ff4 O
xm0 m O
Z¢x rc W
. Z m _:
pia 5 U Y,
O6 V
EOzU m �'
mez m o.
zl 6
US> J a 9
WEE Q . .:�..
O
Krn
.00 m
!3z� x dm
Z
wQwy '
yd
OZ ¢P>
_ E zoA Z F J JWW T
� rcow o wFF a amm 3 w
n m r r
m E m d E - a B 60 Off¢ Q O
O mom¢ O gww w O
E ZmZ 6 w
w � y a E fO m E w❑ �m a �my J -w0 (n
& 'Q o mo U E a w yz xa Tzy a� �30 w
2 a m :n Z2 2Z U
� rn = �zm -E uo ai. �m a < 00 T �LLw wW oio
d .mc 3 mE- o a E Q r� m O�w �w z¢� w
Ev c 6 d �. � .aj x wtt TW W❑ U Z w_K Opm z m
c t� m 3 OLL E O y mZ u a Q❑ Q6 > ❑mom NO Uwvwj Qa' Z
ry2 c� � � Nm dm 2 J Yla 4 O Ql°Q yW WLLV p ¢
m � m ��_ 9 m a m cai 3 'm U C'1 i S� KLLKI wz Fow wm hzQ LL y
'm E� 'm m � -o rc Z F¢ Q¢ ¢a QU v_�r zQa'z O
`m V 6N Nd E' U10 O
$�' CZ ms � m n 3U ❑w mt Om F zwo ❑ O
_ pO,O a'LL r2 rOZO ?m IM2. Z O
4 K
Q�° — m >' § ..�i-d o O O _ OZ_ �y mZ6H Da K1-W ¢ LL
m NHO � tiLSN Z N K w W� LLx Kw?J Jm ��U Z O
a C m C V
O O _
U rc "'O Ow NQWJ i,rem rr err �r w
w O U' w g ¢Y W> �= Ow QU lqJ JmN OW p
z <: u< ttw UQ�a dug z7> U' Z _o
Z,u aE 8 a ro O ¢¢U rw ❑ ow wx o z zO o ° �aay m-o -mo t m o y 3 _ U x�LL oz� w, Z.
rxc rm x
�E matey arc Ems f OJ m PE p 0my Jmm m0 U�Wxa Kj �a�� 00 �z
0 C W Q O ly O LL W
°i m� aa2 `o_ E aN � w58d� Z ri i 'n G d (7 Z �'QO ¢Ojm NU' OWM< EU wOr' ¢J w wm
=.3 ma 8 m h dL�m z w i m U g x❑ O w'x"- W w o F> yw¢� z aooN 90 m<
O_ m m v rc z w z0 W m_w Oz ow.w Z¢ W-rz zy x
J t m m v-aotta9 T g m c F Q .. ¢ } � QLL 1- JK_ ma FrKO Ow wOO- M.
Ixz
Q m o�m E o x x w F O aw za w .o Fr Qzww mo wo
2 mEa � s " o Eow E 'm r' ' �� W w o w O j = ¢ F UQ.V J Nzo OW iz wz �w ��?p ww �>
Ew y > € '�� E u ma m � o m m H x z J O O > O °g U❑ ¢ Q zOw I�nyu1�' c��xa ym Qw¢o ¢y ma
� omEP -w- m '^ � mm am (A Z u Q °' w w w [- 0z � W KQ� JZ wKrcm o¢ U0�0 3Q Fw
o 'er crn� a- o �.�m a H o- ` z �W a O O x w zw z zoo ¢¢ 05 W. om Qmzm WM Qw
mmm mm' mm mmm 'omN.=m 'sE v ❑ ❑ u w (9 30 oo z� i�3i ''a ooas °� oz
Ow0 ¢J rKOw ¢¢ 0000 wLL Z7
/
DO
e$ \ aa
00
02
° —
} ! � (
0
�\ )
\ CD
) � .
\ � {\
q ` \ /
\ /
. �
K | 7 ■ \ !
e ) ! ® \ )2 § > �