HomeMy WebLinkAboutBLD2008-00040 I
11I1UILDING PERMIT APPLICA"•N MRLAO8-00 38
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD08-00040 Received Date: 2/1/2008
SITE ADDRESS: 120 ROCKY PT RD
BRINNON, 98320
OWNER: DANIEL R CARLSON PHONE: 260-518-1171
KATHLEEN N CARLSON
2019 NE 179TH ST APT Z113
RIDGEFIELD WA 986428605
SUBDIVISION: Block: Lot:
PARCEL NUMBER: 502294010 Section: 29 Township: 25 N Range: 02 W
CONTRACTOR: SOUND BUILDING SYSTEMS PHONE: (360)437-1219
3546 THORNDYKE RD
PORT LUDLOW WA 98365-8229
Contractor's License SOUNDBS027NM Expires 8/19/2008
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOI` NEW POLE BUILDING - NO HEAT - PLUMBING
TYPE OF WORK GAR SQUARE FOOTAGE::
TYPE OF IMP NEW MAIN:
VALUATION ADD'L: HEAT TYPE:
CODE EDITION: :lit,tea`t tm-0
OCCUPANCY: HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: # OF STORIES:
OTHER:
CONST TYPE: ` SHORELINE:
GARAGE: T� 8.9�
CONST TYPE: SETBACK:
DECK: 9I�9iaa
BANK HEIGHT:
SEWAGE DISPOSAL:
WATER SYSTEM:
BEDROOMS: BATHROOMS:
Exist: Exist:
Prop: 0 Prop: 0
Total: 0 Total: 0
Routing Date:j / I /0?
�1
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $349.25 CJZ 02/01/08 95782 q��,R®V E
Plan Check $227.01 CJZ 02/01/08 95782
P
State Building Code $4.50 CJZ 02/01/08 95782 SEP
24 Total: $580.76 2008
Jefferson County Planning
& Building Department
I Jefferson County Building . sion Permit Nu „r: BLD08-0 0040
BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 International Building Codes
To schedule inspections, cell (360)379-4455 no later than 7:00 AM the day of the inspection.
Requests received after 7:00 AM will not be scheduled for that day's inspections.
ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries.
The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection
Inspection Item Date Approval Signature Notes
Setbacks 10 -2.2-,-c,ES /VieSetback from Rocky Point Rd right-of-way is no less than 20 ft where
�
-the right of%Nay abuts the Western property line,other Western
property line setbacks are 5 feet. Setback from Highway 101 is 36 ft.
Eastern side setback is no less than 5 ft. from parcel boundaries.
Southern side setback is 30 feet measured from the top of the bank.
Erosion Control BMP's
Post Holes
—2.2.—(9Z( (Np
Ext. Shear Wall Nailing
Framing
I ' Zq-oy 1hA41/4
Blocking
Drywell/Alt Drainage Engineered Stormwater Plan - Infiltration trenches
Address Posted
1
SEE Co,Ati *2 e,3 ritor
FINAL INSPECTION ��'.t 101 i
FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
I
CONDITIONS for Building Permit# :BLD08-00040
1 ) An engineered Stormwater Management Plan has been submitted and approved by the
Department of Community Development. Once the subject permit has been issued the
applicant shall fully implement the provisions of the submitted plan and contact the project
engineert to arrange a schedule to inspect the property for plan compliance. A Certificate
of Occupancy will not be issued until the Department receives a letter verifying plan
compliance. No clearing for roadways or utilities shall occur on the project site until
clearing necessary for the installation of temporary sedimentation and erosion control
measures have been completed.
2 ) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN
LETTER FROM STREAMLINE ENVIRONMENTAL STATING THAT THE
STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THEe-X
REQUIREMENTS OF THE "DRAINAGE FACILITY" LETTER DATED AUGUST 11, 2008
AND AMMENDED SEPTEMBER 8, 2008 AS SIGNED BY EVERETT SORENSEN OF
STREAMLINE ENVIRONMENTAL.
3.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN
LETTER FROM THE GEOLOGIST WHO PREPARED THE GEOTECHNICAL REPORT
DATED JANUARY 8, 2008 AND AMMENDED SEPTEMBER 5, 2008 STATING THAT
THE STRUCTURE AND/OR FACILITIES HAVE BEEN CONSTRUCTED IN
CONFORMANCE WITH THE REQUIREMENTS OF THE "GEOTECHNICAL REPORT.
THE LETTER SHALL BE STAMPED BY THE LICENSED'GIEOLOG.I&T/ENGINEER.
�a ) NO PLUMBING HAS BEEN REVIEWED OR APPROVED FOR THIS PROJECT BY
JEFFERSON COUNTY PUBLIC HEALTH. ADDITIONAL REQUIREMENTS MAY APPLY
IF PLUMBING IS PROPOSED.
5 ) ALL COMPONENTS OF THE SEPTIC SYSTEM ARE TO BE COMPLETELY
PROTECTED FROM VEHICULAR TRAFFIC OR MECHANICAL DISTURBANCE.
PROTECTIVE BARRIERS ARE REQUIRED AROUND DRAINFIELD. MUST COMPLY
WITH ALL CONDITIONS OF SEPTIC PERMIT, SEP06-44.
6.) A MINIMUM OF 2' MUST BE MAINTAINED BETWEEN BUILDING FOUNDATION AND
EDGE OF BUILDING SEWER/TRANSPORT PIPE.
7 ) Setback from Rocky Point Rd right-of-way is no less than 20 ft where the right-of-way
abuts the Western property line, other Western property line setbacks are 5 feet. Setback
from Highway 101 is 36 ft. Eastern side setback is no less than 5 ft. from parcel
boundaries. Southern side setback is 30 feet measured from the top of the bank.
8.) Stormwater shall be retained and infiltrated on site. The owner shall control all
sedimentation and erosion on the property.
9.) Maximum impervious surface coverage is 25% of the parcel (to the maximum extent
practicable). Impervious surface is defined as a surface area that creates a barrier to the
entry of water into the soil in comparison with natural conditions prior to development, or
that causes water to run off the surface in greater quantities or at an increased rate of flow
in comparison with the flow prior to development. Common impervious surfaces may
include roofs, driveways, patios, packed earth, and oiled surfaces.
10.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater,
erosion and sediment during construction. BMPs shall address permanent measures to
stabilize soil exposed during construction, and in the design and operation of stormwater
and drainage control systems.
11.) A minimum of two (2) on-site parking spaces shall be provided for the single family
residence.
12.) Setbacks for accessory developments shall be as specified under Shoreline Master
Program Section, Jefferson County Code Section 18.25.140, Section 18.25.300
Commercial Development, and Section 18.25.410 Residential Development.
111
13.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
14.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened
from view of neighboring dwellings and rights-of-way. Such screening shall meet all
applicable performance and development standards specific to the district in which the
storage is kept, and shall be in keeping with the character of the area. Screening shall
meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor
vehicles is prohibited except in those districts where specified as an automobile wrecking
yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter
18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile
wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor
vehicles be stored in a critical area.
15.) Residential developers and individual builders shall be required to preserve shoreline
vegetation and reduce the associated risk of erosion during construction and any future
activity which may impact the stability of the shoreline.
15.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the
finished grade, excepting when such lighting is an integral part of a building or structure.
Ground level lighting is encouraged.
17.) Lighting fixtures shall be designed and hooded to prevent the light source from being
directly visible from outside the boundaries of the property. The intensity or brightness of
all lighting, during construction and after project completion shall not adversely affect the
use of surrounding properties or adjoining rights-of-way.
18.) The building height is not to exceed 35 feet.
19.) A 30' SETBACK SHALL BE MAINTAINED FROM THE DISPOSAL COMPONENT AND
RESERVE AREA TO ANY DOWNSLOPE FOOTING, CURTAIN OR INTERCEPTOR
DRAIN OR DRAINAGE DITCH. A 10' SETBACK SHALL BE MAINTAINED FROM THE
DISPOSAL COMPONENT AND RESERVE AREA TO ANY UPSLOPE FOOTING,
CURTAIN OR INTERCEPTOR DRAIN OR DRAINAGE DITCH.
20.) STORMWATER INFILTRATION TRENCHES SHALL NOT INTERSECT THE EXISTING
SEWAGE EFFLUENT LINE.
Jan Ly Utl U9:1bp p 1
FROM : SOU DBU I L.D I NGSYSTEMS • FAX NO. : 13604371218 Elan. 29 2008 04:48PM P2
,-
�ON co
��� JEFFERSp[�Gt►UIYTY
DEPARTMENT OF :OMIIIUFIITY DEVELOPMENT
►� 621 Sheridan Street• Port Townsend•Washington 98388
360/37e-4450• 36)/379-4451 Fax
. ,tO$ www.e04efferson.vta.us/commdevelopment
Master Permit Application 0
_ MLA:
Project Description(irticlude separate sheets ar.necessary); .
Constre ,true. of 24•'f9tr'x Pr Sole h6,14m.mf 5 Pry ye
Tax Parcel
Number: S-0.7 .Z 11 0(0 — Size: .e I. (aacreeisquare feet).
Site Address and/or Directions to Property:
1.VO Rocky Pot..1' Rees Re.nwpn u)11 98'3.16
Property Owner(s)of Ruecord; lea A. a.,e k4 th ire. Carl;,,.+
Telephone: 3 L G-Ste- /r-t I Fax: email:
Wiens Addrese:Ater 7 NE 01 'Sr. Apt Ze3 Ret r ciot,a k/.Q 9 ee/2
Applicant/Agent(if different from owner): ,e,;„,r Aj.r,J Sy,t,_,„$ 1„,.
Telephone: 3e o-"137-/.r t y _Fame 31,0- Y3 7- r.2 r a email:
Mailing Address: o ft m Port L.wci(ow_u 4 13'34,f
What kind of Permit?(Check each box that applies
I2Il❑uDergolitton Permit Q Variance(Minor,Major or Reasonable Economic Use)
❑Single Fkx, 0 Coaditonel Use[C(a).C(d).or C)•'
ogle Family Cin adage Atta hedtj�Det chd:h 0 Discretionary`D`or Unnamed Use Classification
O Manufactured Home ❑ Modular '~ ❑Special Use(Essential Pubbrc recedes)"
❑ al• 0 Boundary tine Adjustment
❑ Change of Use O Short Plat"
❑ Address 0O Road Ap�:h Ci Binding Site Plan"
O Home Businessg ry D Long Plat
flD Sigh Propane O Planned Rural Residential Development(PRRDyAmendments"
0 Plat VacationfAfteration"
❑Allowed`Yes"Use Consistency Analysis 0 Shoreline Master Program Exemption/Permit Revisions••
n Stomiwater Management 0 Shoreline Management Substantial Development"
❑Site Plan Approval Advance Determination(SPAAD)' 0 Shoreline Management Variance
❑Temporary Use 0 Comprehensive Plen/UDCILsnd Use District Map Amendment
❑Wireless Telecommunication' 0 Jefferson County Shoreline Master Program Amendment
0 Forest Practices Act/Release of Sfx-Year koratorium O Tree Vegetafon Request
"May require a Pre-Appfloatfwr Conference "Requires a Prevleplkation Conference
Pleapq ig¢ntify any oxtter local,statOpr federal parrnits reguIrtdfacthis painmal,..ifkrtown: .. _...---.-.---.
!hereby designate -Sere ,,Id,„ DESIGNATION OF AGENT
s Y.e,,y Sac to act as very agent in matters retiring to this application for perrnit(s).
Ownaa S16rwTt Ea Gt-f-. em.,..4. Date: /— .Z v"— C'
By signing this appkation torn,the owner/ugere attests that the information provided herein,and in any ettactmregxs,is true and correct to the best of
his.her or is knowledge. Any material falsehood or any omission of a material fad made by the owner/agent wan respect to this eppicabon packet
may result in this permit being nut and void.
I further agree to save indemnify and hold harmless Jefferson County against ail tablftles,Judgments,court twists.reasonable attorneys fees and
expenses which may in any way accrue ermine Jetfi,rsam County as a result of or in consequenceY
i further agree to provide access and right of of the granting of this permit.
review and arty cequi later i entry to Jefferson Coup and Its employees,representatives or agents for the sole purpose of
inspections. Staffsarcessand ht of enwill be assumed application
time of the a at he ovule wrie prior rtotioa unhass the applicant infirms the Countycin�wrting at the
Signature: - Ci•-k (J.� Date:�/ 2 `7 -o D
The action er actions Applicant Will undertake as a re Ville time issuance cities perntt may negatively impact upon one or more threatened or ..
endangered species and could lead to a potential'taw or an endangered spaces as those terms are defined In the federal taw known as the
Endangered Species Act"or-ESA Jefferson County makes no assurances to the Opprrcant that the actions that war be undertaken because this
permit has been issued will not violate the ESA Any individual,group or agency can Like a lawsuit en behalf of en endangered species regarding your
and noel-transfers u are in compliance with the Jeffe Bon County development code.The Applicant acknowledges that he.she or it holds indnidusl
puns - for dherfng to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below,
Signature: X 2� _ Dote- /—-2 '--ca 8'
GA.PernicC en...A=nig ORMS#4#1DIlDFORMS\Moral•mmikwpplicuion12-19-2avidoe
•
II E c - 1 2008
BUILDER STATEMENT
The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that
they will be assuming the responsibillty of the General Contractor for the proposed project.
Signature: Dale:
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX:
5e,,,h.,csi B: i,le1ir S .; wri te � ,1I-tc. ( 3to0)Li37- /..2i % ( 36 .2
0)1137—/. IS'
MAILING ADDRESS: y EMAIL:
3�'ito rho nr(yke. Pent(
CONTRACTOR'S LICENSE 1 t Lc.d I c,:., ,.V it Cr J 3 t, S. WAINS
NUMBER: Si)tl/t/O C3S C7,2 7 N Nl NUMBER
ARCHITECT/ENGINEER: IjIuncr. K�.;nee.r nq
PHONE (SO3)Je ./ 7.z7 FAX: (�o,3 )S- - ► 7.t''
MAILING ADDRESS: EMAIL
,270aA'larkr.1 S.treeiNI , S„ tr_n,) OP 7730 /
Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
EV New l 'Wood Existing: ❑ Sewer
❑ Addition ❑ Steel Proposed: -C) - Bank ❑ Community System
❑ Alteration/Remodel ❑ Concrete Total: Height: tit Individual System
❑ Repair ❑ Masonry SEP Permit#
❑ Demolition ❑ Other: Bedrooms: Water Supply:
Existing: Setback: ❑ Private well ❑ Two Party
Type of Heat: Proposed: -U - A Public
/�� Total: Name of System:J t 1- -.,
t -fr w,tr, a;sr,.‘1 -# x.
If this is a Commercial Project you must answer the following:
Number of Parking Spaces: Current: Proposed: _ Number of ADA Parking Spaces:
Number of occupants(includes owners,tenants,employees,etc) Current Proposed
IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No
If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply:
i U• nderground Tank i Above ground Tank Size of Propane Tank:
i Heat Stove i Cook Stove i Woodstove i Fireplace Insert i Hot Water Tank i Pellet Stove i Other
Is this appliance being installed in a Manufactured/Mobile Home? Yes / No
When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property
lines, tank location and size, distances from the propane tank to all property lines,buildings and septic system components,
including the reserve area.
Square Footage Current Proposed :ia ,`o o 'r�e , re . 1 . N = _All ,F 5* 4,tg.l 0
Main Floor Heated r EH BId App Review:
2n0 Floor Heated Consistency Review: � �
4M t _
Other Heated , Base fee: 3319 aCj
-Mezzanine 't , F t Additional Section: —
Heated Basement ' .. Plan Check fee: , I
Unheated Basement .' 41A.t State Surcharge fee: Alic
Other Unheated � j, Pot.Water Review fee: v Ok
Garage/Carport r• SUBTOTAL 1 ram,
Decks 4 911/Rd Approach fee: /�
Other TOTAL: $
f uA Receipt Number: c ^i UC.�
; , Cash/Check Number: G
E TI I ED COST(REQUIRED) Date: , I i G Sj
a' arket value of all labor and materials foundation to finish J (�
Initials: e--t5
G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc
. • 4111 R E ir: -1r7
STREAMLINE :
ENVIRONMENTAL
EHERSCIN715 Grant Street • Port Townsend,Washington 98368 `� i'��I� Y U�'
Phone(360)821-9960 • Fax(303)942-5303
September.8,2008
Ms. Cara Leckenby
Ake,fkeL , €41-
Assistant Planner,Development Review Division
Jefferson County Department of Community Development M ( 4., LD
621 Sheridan Street
Port Townsend,WA 98368
Re: Addendum to Engineered Stormwater Plan
Dan and Kathy Carlson Property
120 Rocky Point Road
Brinnon,WA 98320
MLA08-00038;Case#:�e� Rat—LB—coo y0
Streamline Project#080702
Dear Ms. Leckenby,
Per our conversation of September 2, 2008, and also per my discussion with Angela Pieratt
September 2, 2008, Streamline Environmental has prepared this addendum addressing several
concerns with our August 11 Engineered Stormwater Plan. Please see the attached Figure 4
Proposed Infiltration Trenches Revision 2. Several modifications are reflected in the revised
drawing:
• Stormwater infiltration trenches are set back from the primary and reserve septic drainfields by at
least 10 ft,
• Stormwater infiltration trenches shall not intersect the existing buried septic tank effluent
pipeline, to prevent flow of stormwater along that backfilled trench (non-perforated stormwater
piping may cross the double-cased section of the existing septic effluent pipeline),
• Infiltration trenches shall be at least three ft from the existing water line, reportedly installed
within one ft of the engineered retaining wall,and
• The backfilled area above the retaining wall is noted as"approximately horizontal".
Please contact Streamline Environmental if you have questions regarding this addendum.
Since ly, � A SOjep.
,
r /61
•
Everett A. Sorensen, P.E. �. ).-
Principal Engineer32550 Q *
��CISTE�`�
Attachment: Figure 4 Proposed Infiltration Trenches Revision 2 SS/ON
e 1-41 a
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a� 34.53' SETBACK APPROVED
SITE PLAN
o NON. NATIVE FILL AR
\PROPOSED INFILTRATI SEP 2 3 2008
\ ���\� 5.32' SURFACE APPROXIMATEL S� g0
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TYPICAL I ILTRATIO
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NFI LTRATION TRENCH INSTALLATION NOTES:
1. EXACT LOCATION OF INFILTRATION TRENCHES TO BE DETERMINED IN THE FIELD.
2, TOTAL TRENCH LENGTH 70 5ERVING BOTH DOWNSPOUTS, CONFIGURED AS NEEDED. (1 ,2GO S/F X Go FT. OF
TRENCH PER 1,000 S/F DRAINED ARE = 75.G FT),
3. DRAIN PIPING IN TRENCHES SHALL BE 4" RIGID OR G" FLEXIBLE PERFORATED PIPE, INSTALLED HORIZONTALLY
TO MAXIMUM EXTENT POSSIBLE, BASED ON CONDITIONS ENCOUNTERED DURING EXCAVATION.
4. DRAIN PIPING SHALL BE SURROUNDED WITH WASHED DRAIN ROCK, OR EQUIVALENT COARSE GRAVEL,
EXCAVATION SPOILS CONSISTING OF COARSE GRAVEL MAY BE USED AS BACKFILL AROUND PIPE, EXCEPT FOR
EXCESSIVELY SHARP CONCRETE AN ROCKS.
5. EXCAVATION DEPTH MAY BE REDUCED IF APPROPRIATELY SIZED AND SORTED GRAVEL FILL, APPROPRIATE FOR
EFFECTIVE DRAINAGE IS ENCOUNTERED DURING EXCAVATION.
DRAWING INFORMATION BY: EVERETT A. SORENSEN, P.E., AUGUST 7,2008
REVISED AUGUST 1 9,2008 - ADDED TO SITE PLAN BY: MARTIN DRAFTING SERVICES (AUGUST 2G, 2008)
14
7.04'
260
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SEPTIC INSPECTION
COVERS
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ELEVATIONS SNOT USING
5 5EC. TOTAL STATION
LEGEND
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;8J TREE OUTLINE
FIR TREES
,..ORDINARY HIGH
WATER MARK
O FOUND I " IRON PIPE
-10 10 FOOT CONTOURS
ACTUAL TOP OF BANK
BLUFF BORDER
WELL
COMMUNITY WELL LOCATED ACROSS 101 HWY
— ORDINARY HIGH WATER MARK
NON-NATIVE FILL AREA OUTLINE
— — — INFILTRATION TRENCHES
— — — STORMWATEK RUN-OFF
GRAPHIC SCALE
0 5 10 20 40
( IN FEET )
1 inch = 10 ft.
LEGAL DESCRIPTION:
THAT PORTION OF GOVERNMENT LOT 3, SECTION 29, TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.
DESCRIBED AS FOLLOWS; BEGINNING .AT THE SECTION CORNER COMMON TO SECTIONS 29, 30, 31 AND 32,
TOWNSHIP 25 NORTH RANGE 2 WEST, W.M., THENCE NORTH G7 DEGREES 1 3' OG" EAST FOR A DISTANCE
OF 2992.49 FEET TO THE INTERSECTION OF THE WEST LINE OF GOVERNMENT LOT 3, SAID SECTION 29 AND
THE SOUTHERLY RIGHT OF WAY LINE, NORTH 74 DEGREES 52' EAST FOR A DISTANCE OF 3 14.48 FEET TO THE
TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE SOUTHERLY RIGHT OF WAY LINE NORTH 74
DEGREES 52' EAST FOR A DISTANCE OF 1 5 1 .35 FEET; THENCE SOUTH 34 DEGREES 29' 48" EAST FOR A
DISTANCE OF 92.44 FEET TO THE WESTERLY SHORE LINE OF HOOD CANAL; THENCE
FOLLOWING SAID WESTERLY SHORE LINE SOUTH 44 DEGREES 10' 55" WEST FOR A DISTANCE OF 140. 1 3
FEET; THENCE NORTH 3G DEGREES 18' WEST FOR A DISTANCE OF 170.25 FEET TO THE TRUE POINT OF
BEGINNING. SITUATE ON THE COUNTY OF JEFFERSON, STATE OF WASHINGTON.
PREPARED BY:
MICHAEL B. MARTIN
1 2 1 PLEASANT HARBOR ROAD
BRINNON, WA. -PH. 3GO-79G-4G45
AUG 2 6 2000
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REVISIONS —
DE5CRIPTION GATE
MODIFY SITE PLAN
G/8/08
ADD INFILT. SYS.
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VO7 )5. PERCNT(.
8/ 51r)8
2G'X38'DUILDING
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INFILTRA`ION SYS.
8I2G/08
� — OWNER
28901 NE GGTH. AVE,
BATTLE GROUND
98GO4
3GO-79G-9990
OR
3GO-2G3-2977
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SHEET DATA —
DRAWN BY: MbM
CHECKED 6Y: NM
SCALE: = c.
DATE: 8/2G/08
FILEFOLE BUILDING PLOT FI
5HEET NUMBEi
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110
STREAMLINE ) ,r
ENVIRONMENTAL
,l,` i .,Lt� A ,v
715 Grant Street • Port Townsend,Washington 98368
kiE?�,tTh hii1 All
Phone(360)821-9960 • Fax(303)942-5303
September.8,2008
Ms. Cara Leckenby
Assistant Planner,Development Review Division APPROVED
Jefferson County Department of Community Development STORMWATER PLAN
621 Sheridan Street
Port Townsend, WA 98368 2 3
sEp
iiii
Re: Addendum to Engineered Stormwater Plan
Dan and Kathy Carlson Property
120 Rocky Point Road DEM OFJEFFER30N • :+ . 't
Brinnon, WA 98320 SK atut. /' .0
MLA08-00038;Case#:Z;N9-7-9699* AP-Rirticie � #~"
JStreamline Project#080702
SEP �I►i,
Dear Ms. Leckenby,
Jefferson County Plannint
Per our conversation of September 2, 2008, and alsoBuntline Department with Angela Pieratt
September 2, 2008, Streamline Environmental has prepared this addendum addressing several
concerns with our August 11 Engineered Stormwater Plan. Please see the attached Figure 4
Proposed Infiltration Trenches Revision 2. Several modifications are reflected in the revised
drawing:
• Stormwater infiltration trenches are set back from the primary and reserve septic drainfields by at
least 10 ft,
• Stormwater infiltration trenches shall not intersect the existing buried septic tank effluent
pipeline, to prevent flow of stormwater along that backfilled trench (non-perforated stormwater
piping may cross the double-cased section of the existing septic effluent pipeline),
• Infiltration trenches shall be at least three ft from the existing water line, reportedly installed
within one ft of the engineered retaining wall,and
• The backfilled area above the retaining wall is noted as"approximately horizontal".
Please contact Streamline Environmental if you have questions regarding this addendum.
- VAS1yl%..
Everett A. Sorensen,P.E. �.,/'., i� x
•Principal Engineer32550 4
��cIST� `ti
Attachment: Figure 4 Proposed Infiltration Trenches Revision 2 /ONAL
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