HomeMy WebLinkAboutBLD2026-00172 - BLD CD Environmental Health Review - 7/21/2026 3L°t LQ
cx�ao�
NOT AN APPROVED SEPTIC DESIGN EH Setbacks EH APPROVED
VICINITY MAP
Must use SWG 2022-00552 for septic installation A.) Drainfield/Reserve requires 10'setback from footing/foundations son Rhonda Thom 07/21/2026
B.)Septic tank(s) requires 5'setback from all footing/foundations p ..
C.) No foundation/Perimeter Drains within 30ft, downgradient of
-✓��J�i / rainfield/Reserve area ♦ ♦ °w PROJECT LOCAnoN
// D.) No Cut Bank(s)(greater than 5ft and over 45'� rees)withlp\\ \
'�j 50ft, down gradient of Drainfield/Reserve area ♦ \
,G/ fl msgs
i E.) Use approved mitigation from section C1-9 of the�lepartmenilof \
i/ ', '�,,�/ ecology's"Criteria For Sewage Works Design,"when newer I\ �� \
r �, / transport lines are within 1 Oft of water supply lines. \
1'I �,,' ,�% i i t � ti architects
I I �O' 4 O I % I 510CMIOLYMITTOLWAYSOSI'
j Lri �C i I SITE NOTES 360-94774 1,
y`t - �G �/,/ I I II i ' A.B. SITE CONTROLS ARE EXISTING PROPERTY E CORNERS P AS IDENTIFIED BYJ PROPERTY PE SURVEY.AYS.
i / / ' I I I C. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION ON ALL LANDSCAPE FEATURES
\� \ %✓ ��l_____- ELEMENTS./
' AND
• \ D. REFER TO SEPARATE FILL/GRADE PERMIT FOR SITE GRADING.UTILITY.FRONTAGE.AND RIGHT-OF-
,r ' \ i- 1 I(j, �// o I1 l WAY IMPROVEMENTS.
. OTHER WISE NOTED.REFER TO CML DRAWINGS.
yI \ /� / . I /l/i E WITHIN PRIVATE PROPERTY.ALL LINKS ON CONCRETE PAVING AREAS TO BE CONTROL JOINTS UNLESS
r ' REATER TEIAN 100 IN THE
j\ it\\\ o /l�/8 /�/ $ I/ / / F. SIDEWALKS WITHIN RIMA DIREC ON OF 7RAATE V EL ANDT ASLO 0 ENO GREATER SLOPE
THANC�1 PERPENDICULAR TO THE
r I \,�&' ; \ j / ° ac / �/ PRIMARY DIRECTION OF TRAVEL REFER TO CIVIL DRAWINGS.
. . G. CURB TORE MEDIUM BROOM FINISH.UNLESS OTHER WOE NOTED.
\\ti I ;'\ `\ r✓//'/((, �i% o .. 8 // // /,/ / H. REFER EEL CORRESPOND
NRAWINGS FOR I F OOR PLAN GRID NES.
Proposed garage insidNG.
e_ \`` \ ♦ , ° // / /' / / J. ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY.REFER TO CIVIL AND LANDSCAPE DRAWINGS
wellhead protection �FS �l o / /� /' // IFOR PPARAMETERS OF SITE INCLUDING ROADWORK.LANDSCAPING.AND CONTEXTUAL SITE
zone: Installed roofing �• '� I I ♦ �\ ♦'� ' ../ / / / j i
I ♦ � / •
Panels, trim, and gutters / , / , SITE PLAN KEY CONSTRUCTION AREAS
must match s r y \ 4/, i /
EH-approved non-zinc ; I'.. , , —o i „� \ PROPOSEDBUILDING TOTAL SITE AREA 56.6285E
product specification. o \ '� —— •
�j ••tt�� 7• < PHALT EXISTING HARD SURFACE AREA: 1.394 SF
I a \ '///� /' \ AS PROPOSED NEW HARD SURFACE AREA 5.403 SF
Material tags/invoices to ` — ° ,/ /•� \ \ DRAINFIELD TOTAL HARD SURFACE AREA: 6.747SF
be verified by Building "—. ' _ _--° ' " \ WAIL
L EASEMENT EXISTING IMPERVIOUS AREA 1344 SF
i iV - I - -_ - •= - - - \ PROPOSED NEW IMPERVIOUS AREA: 5A03 SF
Inspector prior to final I i CQ� \ \ PROPERTY LINE TOTAL IMPERVIOUSAREA 6.747 SF
; I -00208 S ✓�/ //,�/
wlbonusroo — tr—
approval. . D01tache i \ \ \ __________ BUILDING SET BACK EXISTING TOTAL LOT AREA 56.628 SL
' I m \\ /\ � sue' \ ®\ \
� ® PRIMARY AND SECONDARY LOT OCCUPANCY: 6.747SF/56.628 SF=12�
24'-0• - —c�a- lJ - \ / m -�— — CONTOUR LINE
Sewer stubout I
must be outside \
\ \ / SEPIIC RETURN AND FLUSH o`
; I G \ \ LINES
100ft radius i m ;s LOT PLAN
I LI a // \\ �n awn w O
\
BLD2026-00172 %, U
I I 3bd SFR 4 '/l,. \ t\OC` \�'• i `^\ ' \> W^' vii
/
, GO
I iJ /�I, �vl 0 i
O ✓ l b"> N� ~
EWER UN - O / / '�'
I N m 7 CD
n 4 N 45'30'53'E APN831912-22-90059 /' / 07/25/2025
O
8923' Qj `•� o
r----------------------------------------- — -'�%/ ro 0� oce
,pt 7O/j,/ % ��•� s la£v, srrsrm
APNB31912-22-90057 I ///,
L)
PROJECT NO.34-157
LOT 6 SITE PLAN TOTTENINLET-- "'
1/16-1-0' 0 5' 10 20
amr m,.aac+u+.n'