HomeMy WebLinkAboutBLD2026-00798 BLD2026-00795 - BLD CD Environmental Health Review - 9/2/2026 See Engineering G1/G2 CALL BEFORE YOU DIG: 811 SEE ENGINEERING
Page 1 of 2 FOR MORE INFORMATION
IF THERE IS A CONFLICT
*NOT AN APPROVED SEPTIC DESIGN* ENGINEERING PLANS TAKES 2
Use approved septic design for septic system installation PRECEDENCE
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10' 10' 40' 5' 55'
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O Vegetation Buffer—Vegetation shall not N
C be removed from the face of the critical
C slope or within a distance of zero(0)feet e
O beyond the toe and top of the slope.If ti
() setback encroachment is done per this
Q report,then minimum vegetation may be .
removed as necessaryfor development.
W However,any tree deemed hazardous to COMBINED PROPERTY LINE E
life or property shall be removed.If tree See'Pe^ding DPC#2fi 01 AF#2260]
U removal is necessary,then stumps and z
roots shall remain in place,and the
underbrush and soil shall remain
undisturbed as much as possible.Any
disturbed soil shall be graded and re- SEE ENGINEERING
compacted in order to restore the terrain 20 FT CONTOUR LINES
similar to preexisting conditions and C1 p g' 5 FT CONTOUR LINES �
O drainage patterns.See the Site Plan in Cr — C2
AppendixAof this reportfor a depiction of FOR J ADDITIONAL INFORMATION EXISTING POWER LINE the vegetation buffer. Q Q
ENGINEERING PLANS TAKES EXISTINGWATERLINE
:k LL n EROS oN CONTROL Z
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w LL PRECEDENCE TEMPORARY 0 ;if
See WA12025-00076 for more information o Z c
DOWNSPOUT = oo d7
EH SETBACKS c O ati,
A)Drainfield!Reserye requires 10'sethack from footing foundations m r Lo 0 B)Septic tanks)requires 5'setback from litfoot fomid pions STORM WATERFLOW Q W Cl W (N
C)No Foundation perimeter curtain drains within 30'down-gradient or 10'up-gradient °? F N C
ofdra infield or designated reserve drainfield area 6 M
D)No cut(s),hank(s)(greater than 5'&Oyer 45 degrees)within 50'down-gradient of Q
(� drainheld'design designated reserve dr vinfield area --
E)No septic components within 10'of pressurized water l ine(s).Sewer transport line U
Ina y only he within 10'ofa pressurized water supply brie if approved by the local -
health officer and the line is constructed LAW section Cl-9 ofthe DoE Criteria For I Z
WSew r vCorks De n". F-- — — — — T I Q
QU EH APPROVED 10' DRAIN-FIELD
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BUILD LINE ''SEE DPC#2fi-01 AF#223fi09]
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10ftx30ft Drain-field
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WAIVERS00402 F 3 CLASS C WAIVERS 81 LOCAL��o
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�J W GEO.REPORT FOR DETAILS I2p --
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W MAXHEIGH MODULAR WALL-3FT RETAINING AL c \
'PROPOSEDorT
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_ � SEE GEO REPORT SEE C11C2 PERK DRAIN'SEE C11C2 � --
I• EXISTINo 1200 GALLON 2-COMPARTMENT - - J E
CONCRETE SEPTIC HOLDING TANK-To I
BE REMOVED TO MAKE WAY FOR NEW J _ V
SYSTEM'SEE RECORDED ASBUILT L
O visieLEnI RM 7' J [EXISTING-TOE OF '�
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EXISTING-THE GREEN LINE- tank�c Pump REPORT V E
U PARKING WILL BE REDEVELOPED -- O
' BUILDING SPACE AND NEW - I._.
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DRIVEWAY AS WELL AS N EIN GRASS 5'-6"' — I s' NEIGHBORING PRIVATE CO 00
AREA'S I I s
S.RDM SINGLE PARTY WELL ^O fi
U W REFERTGARRGW AllRADI I..L
C�y1� SEPTIC DRAWINGS1500 gal 38 W 'PERMIT# ISeptcta PROPOSED 38'X 42'RV/GARAGE/ I (r)SWG202S00402 SHOPW/1208 SOFT.2BD/2BA 13-E1/ EXISTING PRIVATE 2-PARTY WELL WLW/� 'PROPOSED SIDES'MIN. SINGLE RESIDENCE ABOVE q-57/8" WITH SFT CLEAR CIRCLE'PERMIT# Wv J SE BACK PARCEL:322255100024'PENDING DPC# WEL202540105 TYRIANRYRIANto N26.01 9]17' SITE LOCATION 10450 ESTATE ROUTE WALLBRACKETMOUNT-12"ABOVE 3 NADV2026-00090- SIDE 5' MIN DE 0 Q
a GRADECONDENSER J V
W SLOPES NORTH PROPERTY OWNER:TYRIAN,CHARLES G B
CONTRACTOR TO VERIFY IN-FIELD
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OVER HANG 61, --20' STORMWATETOWARDS RRUN-OFF PATTH G
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Q z TEMPORARY R0WEAD - - ( EDGEOF 2ND FLOOR DECK
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- 'PROPOSED SETBACK 5'
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SETBACK-5'SIDES (\ /
FRONT IO'MIN. k r ADS TO DITCH
APPROVED
'PROPOSED SILT FENCING- 'SEE C11C2 � � o ' COMPAC Q
W COUNTY SU "MINUS
TEMPGRARVERGSIGN - '__ z SURFARFACE.- •�MASON (7 �rQ1/ DCD(7P�LANNING CONTROL — MINIMumzoF wiDTH
RUL7DV D PROPERTY LINE - GRAVEL.03 FT
'SEE PENDING DPC#2fi-01 AF#223fi09] R,0,W PROPERTY LINE
W PROPOSED 15.03 FT FULL LENGTH OF THE PROPER 'see aex^ix c^awzsat All a]
W LU IIIIIII) LINE DRIVEWAY/ROAD ACCESS-ACCESSWIDTHPER �� SURVE MARKERC CAP SET •.
M WSDGT FORM 224-694 JUSTIFICATION-SEPTIC �+
W MAINTENANCE ACCESSI EXISTING 2fiFT DRIVEWAY!SITE
C/) EXISTING-DITCH/WATER-YEAR r—DV-2026-00090- FRONT 10 MIN ACCESS PRE-1990 TO BE
RW R ROUND STREAM-NO FISH REPLACED WITH PROPOSED
_\ ASPHALT EDGE PER WSDGT FORM 224-94
PROPOSED NEW CULVERT-]SFT 18"HDPE WITH o,-30FT FROM CENTERLINE OF R.O.W.
FLARED ENDS,SETAT DITCH FLOW-LINE.
MAINTAIN EXISTING DITCH FLOW DIRECTION,
Fzir`y. RESTOREDISTURDEDRDWPERWS°DT NO PARKING IN THE ROW SCALE
C R STANDARD PLAN
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. 0. _W.Q � 1.9 MILES T6VONAH STATE PARK ALDERBROOK INN-3.0 MILE�S
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w STATE ROUTE 106 04/01/2026
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SEE ENGINEERING
08/27/2026 Page 2 of 2 FOR MORE INFORMATION
IF THERE IS A CONFLICT
ENGINEERING PLANS TAKES o
PRECEDENCE
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The approval of this project is subject t the recommendations
and specifications outlined in the attache eotechnicaPieport. All
papplicable recommendations and specificatl ns shall be a lied
to the development on this site. Any deviation equires starrtped
W Q written approval from.the registered design profe ional 0
responsible for the report and may require special I spection by t0
Wx22255100012 . same. Structures, and/or land modifications (grading uts, fills,
etc.) required in the geotechnical report, may require a parate C
al$ T =�a permit. The geotechnical report shall remain attached tot d
Ocn �^ ed building plans..— �mMg
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O O ��_1.... -1"' '"' !.. . ........... Exhibit 1340.3 Driveway SightDistance
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rW^ Z i`` r f 2i be achieved,obtain as much as practicable,down to a 10-toot minimum. M
`�s E [2]Not required for driveways that are rests cted by raised channelization to be right in and right out z5 FT 00
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ACCESS R9A0 DATE:
W STABILI7ED CONSTRUCTION ENTRANCE
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04/01/2026
LU O) DRAWN BY:
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