HomeMy WebLinkAboutstamped_008 Marrowstone Inn Septic Plan Appendix CMARROWSTONE INN
HOEDEMAKER
PFEIFFER XPROPERTY LINE
ORDINARY HIGH WATER LINE
150' SHORELINE SETBACK
200' SHORELINE MANAGEMENT ZONE
225' REDUCE WETLAND BUFFER
INTERRUPTED BUFFER
GRAVEL
CONCRETE PAVING
ROCK
BRICK PAVING
ASPHALT PAVING
WATER SUPPLY LINE
ELECTRICAL POWER
GAS SUPPLY LINE
TREE
LEGEND
LEGAL DISCRIPTION
ASSESSOR'S PARCEL #921084010, 921084011,
921084029, 1071400. FOR PROPERTY DESCRIPTION SEE
"EXHIBIT A" OF THAT DEED FILED UNDER JEFFERSON
COUNTY AUDITOR'S FILE #641419.
1.REFER TO HABITAT MAINTENANCE PLAN FOR
SITE-SPECIFIC ANALYSIS & NO NET LOSS
MITIGATION STRATEGIES
2.REFER TO CIVIL DRAWINGS FOR GRADING &
DRAINAGE INFORMATION
3.REFER TO STORM DRAINAGE REPORT FOR
TEMPORARY EROSION & SEDIMENT CONTROL
STRATEGIES
GENERAL NOTES
IMPERVIOUS SURFACES AND DRAINAGE
REFER TO DRAINAGE REPORT FOR ADDITIONAL
IMPERVIOUS SURFACE INFORMATION.
NSITE PLAN1
1" = 40'-0"
A003
PROPOSED
OVERALL
SITE PLAN
07.28.2021 DRAFT VARIANCE, CUP & SSDP
SUBMITTAL
KEYNOTES
1 (E) DECK TO REMAIN
2 (E) DECK TO BE REMOVED AND ENLARGED
3 (E) GRAVEL LOOP ROAD TO REMAIN AND BE REPAIRED
4 (E) SEPTIC DRAINFIELD TO BE DECOMMISSIONED
5 (E) WELL TO BE DECOMMISIONED
6 (E) GLENDON BIOFILTER SEPTIC SYSTEM TO REMAIN
7 (E) ROCKERY
8 (E) ELECTRICAL VAULT
9 (E) EQUIPMENT SHED TO BE REMOVED AND REPLACED.
10 (E) WATER METER
11 (E) RETAINING WALL TO REMAIN.
12 (E) GRAVEL DRIVEWAY AND PARKING AREA TO BEREMOVED AND RESTORED AS VEGETATED AREA13(N) CRUSHED ROCK PARKING LOT W/ (30) PARKING SPACES.PARKING LOT TO BE SLOPED TOWARDS VEGETATED BUFFERAREA14(N) CRUSHED ROCK SERVICE PARKING W/ (5) PARKINGSPACES15(N) CRUSHED ROCK ROAD. DRIVEWAY TO BE DIRECTEDWEST TO SHEET FLOW THROUGH VEGETATED AREA16(N) BEDROOM WITHIN (E) CARPORT FOOTPRINT. NO NEWGROUND DISTURBANCE.17 (N) WALKING PATH
18 (N) YURT. PER JCC 18.10.030 - "CAMPGROUND ANDCAMPING FACILITIES" MEANS A FACILITY IN WHICH SITESARE OFFERED FOR PERSONS USING TENTS OR OTHER
PERSONAL, PORTABLE OVERNIGHT SHELTERS - (N) YURTDOES NOT QUALIFY AS CAMPGROUND.
19 (N) STAIR
20 (N) WATER LINE
21 (N) SEPTIC LINE
22 (N) SEPTIC TANK & PUMP CHAMBER
23 (N) SEPTIC DISPOSAL COMPONENTS AND DRAINFIELD
24 (N) 10' VEGETATED BUFFER STRIP FOR STORMWATERDISPERSION25(N) SECONDARY TREATEMENT/DOSING TANKS
26 (N) 30' VEGETATED BUFFER STRIP FOR STORMWATERDISPERSION27(N) CURTAIN DRAIN
28 (N) ENTRY.
29 LINE OF (E) WOODS AND BRUSH
30 (1) (N) ADA COMPLIANT PARKING SPACE
31 (N) (3) UNIT STUDIO BUILDING. STRUCTURE TO REPLACE (E)
(3) BEDROOM MANUFACTURED HOME WITHIN (E)FOOTPRINT. NO NEW GROUND DISTURBANCE.
31
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
#10129
STATE OF WASHINGTON
REGISTERED
ARCHITECT
STEPHEN DAVID HOEDEMAKER
This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not bereproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.XPROPERTY LINE
ORDINARY HIGH WATER LINE
150' SHORELINE SETBACK
200' SHORELINE MANAGEMENT ZONE
225' REDUCE WETLAND BUFFER
INTERRUPTED BUFFER
GRAVEL
CONCRETE PAVING
ROCK
BRICK PAVING
ASPHALT PAVING
WATER SUPPLY LINE
ELECTRICAL POWER
GAS SUPPLY LINE
TREE
LEGEND
LEGAL DISCRIPTION
ASSESSOR'S PARCEL #921084010, 921084011,
921084029, 1071400. FOR PROPERTY DESCRIPTION SEE
"EXHIBIT A" OF THAT DEED FILED UNDER JEFFERSON
COUNTY AUDITOR'S FILE #641419.
1.REFER TO HABITAT MAINTENANCE PLAN FOR
SITE-SPECIFIC ANALYSIS & NO NET LOSS
MITIGATION STRATEGIES
2.REFER TO CIVIL DRAWINGS FOR GRADING &
DRAINAGE INFORMATION
3.REFER TO STORM DRAINAGE REPORT FOR
TEMPORARY EROSION & SEDIMENT CONTROL
STRATEGIES
GENERAL NOTES
IMPERVIOUS SURFACES AND DRAINAGE
REFER TO DRAINAGE REPORT FOR ADDITIONAL
IMPERVIOUS SURFACE INFORMATION.
NSITE PLAN1
1" = 40'-0"
A003
PROPOSED
OVERALL
SITE PLAN
07.28.2021 DRAFT VARIANCE, CUP & SSDP
SUBMITTAL
KEYNOTES
1 (E) DECK TO REMAIN
2 (E) DECK TO BE REMOVED AND ENLARGED
3 (E) GRAVEL LOOP ROAD TO REMAIN AND BE REPAIRED
4 (E) SEPTIC DRAINFIELD TO BE DECOMMISSIONED
5 (E) WELL TO BE DECOMMISIONED
6 (E) GLENDON BIOFILTER SEPTIC SYSTEM TO REMAIN
7 (E) ROCKERY
8 (E) ELECTRICAL VAULT
9 (E) EQUIPMENT SHED TO BE REMOVED AND REPLACED.
10 (E) WATER METER
11 (E) RETAINING WALL TO REMAIN.
12 (E) GRAVEL DRIVEWAY AND PARKING AREA TO BEREMOVED AND RESTORED AS VEGETATED AREA13(N) CRUSHED ROCK PARKING LOT W/ (30) PARKING SPACES.PARKING LOT TO BE SLOPED TOWARDS VEGETATED BUFFERAREA14(N) CRUSHED ROCK SERVICE PARKING W/ (5) PARKINGSPACES15(N) CRUSHED ROCK ROAD. DRIVEWAY TO BE DIRECTEDWEST TO SHEET FLOW THROUGH VEGETATED AREA16(N) BEDROOM WITHIN (E) CARPORT FOOTPRINT. NO NEWGROUND DISTURBANCE.17 (N) WALKING PATH
18 (N) YURT. PER JCC 18.10.030 - "CAMPGROUND ANDCAMPING FACILITIES" MEANS A FACILITY IN WHICH SITESARE OFFERED FOR PERSONS USING TENTS OR OTHER
PERSONAL, PORTABLE OVERNIGHT SHELTERS - (N) YURTDOES NOT QUALIFY AS CAMPGROUND.
19 (N) STAIR
20 (N) WATER LINE
21 (N) SEPTIC LINE
22 (N) SEPTIC TANK & PUMP CHAMBER
23 (N) SEPTIC DISPOSAL COMPONENTS AND DRAINFIELD
24 (N) 10' VEGETATED BUFFER STRIP FOR STORMWATERDISPERSION25(N) SECONDARY TREATEMENT/DOSING TANKS
26 (N) 30' VEGETATED BUFFER STRIP FOR STORMWATERDISPERSION27(N) CURTAIN DRAIN
28 (N) ENTRY.
29 LINE OF (E) WOODS AND BRUSH
30 (1) (N) ADA COMPLIANT PARKING SPACE
31 (N) (3) UNIT STUDIO BUILDING. STRUCTURE TO REPLACE (E)
(3) BEDROOM MANUFACTURED HOME WITHIN (E)FOOTPRINT. NO NEW GROUND DISTURBANCE.
31
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
#10129
STATE OF WASHINGTON
REGISTERED
ARCHITECT
STEPHEN DAVID HOEDEMAKER
This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not bereproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
1” = 100’1” = 100’N N
APPENDIX C
Septic History & Replacement
(E) SEPTIC SYSTEMS
- WATERWARD OF CRITICAL BUFFERS
- LOW CAPACITY
-FAILING
SEP72-00024 - B5, B6, B7, B8, B9, Lodge
SEP85-00057 - B1, B2, B3, B4
SEP97-00012 - (E) MANUFACTURED HOME
(N) SEPTIC SYSTEMS
- LANDWARD OF ALL BUFFER ZONES
- INCREASED CAPACITY
- IMPROVES SHORELINE AND WATER QUALITY
(E) TANKS TO BE
DECOMMISSIONED
(E) DRAINFIELD TO BE
DECOMMISSIONED
(E) SEPTIC TO REMAIN
(N) DRAINFIELD
(N) TANKS
SEP7
2
-
0
0
0
2
4
SEP97-000
1
2
SEP97-000
1
2SEP85-00057Aug 06 2021
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