HomeMy WebLinkAboutBLD2009-00383 03UILDING PERMIT APPLICASO MLA09-00377N Review Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT#: BLD09-00383 Received Date: 11/18/2009
SITE ADDRESS: 530 SADDLE DR
PORT TOWNSEND, 98368
OWNER: ROBERT A FRENETTE PHONE: 253-926-8363
LINDA D FRENETTE
233 ROGUE RIVER HWY#916
GRANTS PASS OR 975271600 CAPE GEORGE VILLAGE DIV 7
SUBDIVISION: Block: Lot: 12
PARCEL NUMBER: 941500012 Section: 18 Township: 30 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOP NEW DETACHED SHED - UNHTD, NO PLMB
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 8,336.00 ADD'L: HEAT TYPE: UH
CODE EDITION: 2006 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: SHORELINE:
GARAGE: 320
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM:
BEDROOMS: BATHROOMS:
Exist: 0 Exist: 0
Prop: 0 op: 0
Total: 0 Total: 0
Routing Date:
111809
Type mount Paid Bv: Date: Receipt: Approved/Date
Permit $167.25 LYK 11/18/09 111237 APPROVE)
/� °(�,
Plan Check $108.71 LYK 11/18/09 111237
State Building Code $4.50 LYK 11/18/09 111237 FEB I ad)
Total: $280.46
Jefferson County Planninc
&Building Department
Jefferson County Building DiSion Permit Num. BLD09-00383
Applicant: FRENETTE
BUILDING PERMIT INSPECTION APPROVALS \pplicable Code: 2006 International Building Codes
To schedule inspections, call (360)379-4455
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 Minimum setback from Saddle Drive right-of-way shall be 20 feet.
Minimum side and rear yard setbacks shall be 5 feet.
Erosion Control SEE CONDITION 2
Drywell/Alt Drainage SEE CONDITION 1
Pal) Nh-twt l4°
FINAL INSPECTION I\--2- 0/_ 1/ (("ii>
FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OC(
THIS PERMIT IS VALID FOR ONE YEAR
• •
CONDITIONS for Building Permit# :BLD09-00383
1.) DESIGN CRITERIA FOR SPLASHBLOCKS:
A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED
BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE,
STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER IMPERVIOUS SURFACE.
SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS.
A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH
SPLASHBLOCK.
A SPLASHBLOCK OR A PAD OF CRUSHED ROCK (2 FEET WIDE BY 3 FEET LONG
BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE
POINT.
NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT.
FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE
DOWNSLOPE OF THE PRIMARY AND RESERVE DRAINFILED AREAS.
2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL
BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR
OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE.
QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN
ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER
MANUAL).
ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY
SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING
SHALL BE REMOVED OR STABILIZED ON STIE.
ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON
THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION
ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE
PERMANENTLY STABILIZED.
3.) A Stormwater Site 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 Jefferson County
Department of Community Development to arrange a schedule to inspect the property for
plan compliance. A Certificate of Occupancy will not be issued until the Department
verifies 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.
4.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
5.) Not more than 2 unlicensed vehi hall be stored on any lot unless totally s ed
from view of neighboring dwellings nd rights-of-way. Such screening shall mee 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.
6.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc. Pre-existing legal
lots of record less than one acre in size in rural residential districts are subject to the
stormwater requirements in Chapter 18.30 JCC and must meet the"Area of Impervious
Surface Coverage"to the maximum extent practicable as determined by the administrator.
Lot coverage is defined as amount of impervious surface, which includes rooftops,
driveways, concrete, etc.
7.) The building height is not to exceed 35 feet.
8.) Minimum setback from Saddle Drive right-of-way shall be 20 feet. Minimum side and rear
yard setbacks shall be 5 feet. If an ESA is present, then the more stricter setbacks shall
apply.
9.) 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.
10.) 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.
•
4, oN co ts JEFFERSON CO UNTY
W4 ' A DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street • Port Townsend •Washington 98368
360/379-4450 • 360/379-4451 Fax
p� www.co.jefferson.wa.us/commdevelopment
`S1 INp�
Master Permit Application MLA: C `3-7e7
Project Description(include separate sheets as necessary):
S h e c/ — uNh4-d - tib PI t-te,
Tax Parcel Number:qy/ QQO tc2 Property Size: /. 7� acres (acres/square feet)
Site Address and/or Directions to Property:
5"30 S add✓e Dr. , Purr Townse , o1
Property Owner(s)of Record: Rob e?-t- 4, 4- hi rtda P. Fr e n e t t
Telephone: (cif I) y - /d I a Fax: email: f'rer eft hay fies.'h ei
Mailing Address: 5'3 Q S.2 c/c✓ie Dr., Port Tow,lsewd, 9 8'3 6S
Applicant/Agent(if different from owner):
Telephone: Fax: email:
Mailing Address:
What kind of Permit?(Check each box that applies ❑Lot or Road Segregation
02:uilding ❑Critical Areas Stewardship Plan
❑ Demolition Permit S`1 ed . 0 Variance(Minor, Major or Reasonable Economic Use)
❑ Single Family pifGarage Attached(etachej 0 Conditional Use[C(a), C(d),or C]**
❑ Manufactured Home 0 Modular 0 Discretionary"D"or Unnamed Use Classification
I ❑ Commercial* 0 Special Use(Essential Public Facilities)**
❑ Change of Use 0 Boundary Line Adjustment
❑ Address 0 Road Approach 0 Short Plat**
❑ Home Business 0 Cottage Industry ❑ Binding Site Plan**
❑ Propane 0 Long Plat**
❑ Sign 0 Planned Rural Residential Development(PRRD)/Amendments**
❑Allowed"Yes"Use Consistency Analysis 0 Plat Vacation/Alteration**
0 Stormwater Management 0 Shoreline Master Program Exemption/Permit Revisions**
❑Site Plan Approval Advance Determination (SPAAD)* 0 Shoreline Management Substantial Development**
❑Temporary Use 0 Shoreline Management Variance
❑Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land Use District Map Amendment
❑ Forest Practices Act/Release of Six-Year Moratorium 0 Jefferson County Shoreline Master Program Amendment
*May require a Pre—Application Conference 0 Tree Vegetation Request
**Requires a Pre-Application Conference
Please identify any other local,state or federal permits required for this proposal, if known:
DESIGNATION OF AGENT
I hereby designate to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE Date:
By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of
his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet
may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs, reasonable attorney's fees and
expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application
review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the
time of the applic t t he or she w prior noti .
Signature: c%C` Date: /i/i t/0
The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or
endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the
"Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this
permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual
and non-transfe le onsibility fqt fhering d complying with the ESA. The Applicant has read this disclaimer an signs and dates it below.
Signature: a Q/L•' Date: /1//Fr a 9
r`.\n..»..:.!' ...o.\ttf4ifF(IRA.fCdE34it\IFRrl F(1RMC\('....P,,, UNA al F,.«....\ c -,n no a,.-
0 •
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 as in t e responsibiii f the Ge al Contractor for the proposed project.
Signature: a ibb r - Date: // p�0 7
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX:
( ) ( )
MAILING ADDRESS: EMAIL:
CONTRACTOR'S LICENSE WAINS
NUMBER: NUMBER
ARCHITECT/ENGINEER: PHONE ( ) FAX:( )
MAILING ADDRESS: EMAIL
Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
ANew X Wood Existing: 0 Sewer
❑ Addition 0 Steel Proposed: Bank ❑ Community System
Total: Hei fit: Individual System
❑ Alteration/Remodel 0 Concrete — e
❑ Repair 0 Masonry 1n SEP Permit#y
0 Demolition ❑ Other: Bedrooms: Water Supply:
Existing: Setback: 17 Private well [1 Two Party
Type of Heat: Proposed: >4 Public
7 lZe Total: Name of SAtem:
e Ge#r e
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 Underground 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 For Office Use Only Amount _.Revision
Main Floor Heated EH Bid App Review: c ��
Consistency Review: I •NrK.
2 Floor Heated (11 c�-�
Other Heated Base fee: •
(0.as
Mezzanine Additional Section:
Heated Basement Plan Check fee: 0 . 1'
Unheated Basement State Surcharge fee:
Other Unheated Pot Water Review fee: I r ICJ
S gad 3c2 0 33 SUBTOTALMD-IKp
Decks 911/Rd Approach fee:
ak(SflN,/
Other TOTAL: $ 9 J Li'p
Receipt Number: t 117..?
Cash/Check Number: I—14
,
ESTIMATED COST(REQUIRED) Date:
e... S
•Fair market value of all labor and materials foundation to finish
_,
* 4
'a0-0 Initials:
D
C,:\PermitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc
rcsON—c;6\\S III
, JEFFERSO COUNTY
"� DEPARTMENT OF COMMUNITY DEVELOPMENT
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,.....,
621 Sheridan Street • Port Townsend •Washington 98368
360/379-4450 • 360/379-4451 Fax
�IS:ting http://www.co.jefferson.wa.us/commdevelopment'
STORMWATER SITE PLAN SUBMITTAL TEMPLATE
MLA# 09'31 1 PROJECT/APPLICANT NAME: Robert A.& Linda D. Frenette
Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the
applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a
separate stormwater site plan map.
Project Overview
1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the
site map.
To construct a 1780 sq. ft. single family residence and a 320 sq.ft shed on a 1.75 acre lot using existing dirt road.
Existing Conditions Summary
_ 2. Describe the existing topography. Indicate contours on the site map.
Varied topography-20%slope on far west side- 100 ft.drop over 100 ft. from proposed homesite.
Homesite is level within 5 ft.,terrain is dry,clearing is minimal. All property covered with trees and vegetation.
3. Describe the existing vegetation. Indicate native vegetation areas on the site map.
The property is covered with trees and vegetation-fir,alder,cedar, ferns and prickly brush.
4. Describe the existing soils. Indicate soil type on the site map.
According to the septic system designer,the top few inches of soil are"duff'. Then sandy loam to at least
3 to 4 feet.
5. Describe the existing site hydrology (i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate
existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if
applicable,and indicate acreage of each.
There is no water entering our property from adjacent lots. To the northeast there is a drainage ditch along
the road which passes thru a 12" culvert. The property to the southeast is higher than ours. No water drains
to the northwest or southwest because the soil is very absorptive.
6. Describe any excess levels of noise generated by the proposed use or activity:
Only normal noise during construction.
APPROVED ,�,, 1 3 _UUg
STORMWATER PLAN NO
stonweter site plan template—rev.tOV21/2008 I ����
5
n
Stormwat Pt'
Require j
DEPT.OF C11. DEV .1,,OP ENT
SIGNATUR Ile 1/
7_ Describe significant geographic featu and critical areas (Le.. environmentally sensit areas such as wetlands, streams. 0
sleep slopes.etc.)on the site. Indicate location on the site may.
The property slopes from east to west. There is a possible seasonal creek just beyond the far west
edge of the property. It is about 300' from the proposed dwelling. The area in between is
covered with trees and native vegetation.
8. Describe the general vicinity of the site,including adjacent land uses and structures.utilities,roads,and sensitive/critical areas
(streams,wetlands,lakes,steep slopes,etc)_
There are existing homes to the southeast and northwest. There is a possible seasonal creek just beyond the
property to the west. The residential property beyond that is up a steep hill.
Permanent Stormwater Control Plan
This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs
and facilities to remain in place after construction of the project is completed.
"Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious
surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control
facilities are not exceeded.
g, Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed(i.e.,per BMP T5.30
in the Manual)or.if not,what types of stormwater flow control will be utilized for the site or specific threshold discharge areas
within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities.
All stormwater will be"fully dispersed'.The proposed site falls well within the 10%impervious total.
All gutters and downspouts will have splashblocks discharging into vegetative dispersal areas greater than 50'.
The proposed site has about 300' of flow path.
10. If the project requires the use of stormwater treatment facilities.describe the types of stormwater treatment facilities proposed
for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is
normally for large"projects or projects that involve the potential for dispersion of contaminants.)
I don't think treatment facilities will be needed based on a"fully dispersed" plan.
11_ Describe the performance goals and standards applicable to the project.
We intend to impact the site as little as possible and to have the post developed stormwater match the
predeveloped condition. None of the slash and stumps have been burned at the site.
12. Describe the flow control system.
The proposed construction should not affect any existing flows. The build site is relatively level and the soil is
very absorptive so we should achieve "full dispersion".
slonewater site plan fernptate—rev.1 Q212008 6
13. Describe the water quality system. • •
The build is not affecting any existing flow of stormwater. The exposed soil will be covered
with bark and wood chipss to prevent erosion and filtration of stormwater will exceed 300'through existing
forest and vegetation.
14. Describe the conveyance system analysis and design_
Downspouts will drain to splashblocks to the west through 200' of forest and native vegetation.
15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material.
Fill material is not needed. Site is relatively level and natural.
16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the
Uniform Building Code.
N/A
17. Describe the proposed surfacing material.
6" of"pit run" compacted by trucks and excavator and covered with crushed rock compacted manually by
roller.
18. Describe methods for restoration of the site.
The driveway was built over an existing dirt road. Other affected areas will be landscaped with native
vegetation or grass.
19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for
'large"projects only and only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals
here.
N/A
20. List here and include any special reports or studies conducted to prepare the Sormwater Site Plan.
None
21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include
conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or
restrictions here_
The Glendon septic system was approved for the previous owner.
goat:wiz.see pen temFwte—rev.10/21f20n8
T
CONSTRUCTIO•ORMWATER POLLUTION PREVENTION PLADSWPPP) •
The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the
template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for
preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater
Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential
development.
SECTION I—CONSTRUCTION SWPPP NARRATIVE
1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or
will be addressed- Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable
to the proposal,justify in writing. Descriptions of the 12 Elements are found at Volume II Section 3.2.3 of the Manual(beginning
on page 3-7).
?2 Required Elements—Constniclion SWPPP
1. Mark Clearing Limits.
The driveway was cleared by the previous owner. Minimal forest was removed to install the Glendon
septic system. Minimal brush and trees removed for the proposed single family dwelling.
2. Establish Construction Access.
The existing dirt road was improved by adding b" of pit-run and will be improved further once the
big trucks are done. All construction vehicles access the site by this driveway.
3. Control Flow Rates.
The property drains naturally to the west of the proposed dwelling. Bark chips and/or compost
will be spread on all exposed soil.
4. Install Sediment Controls.
Bark and/or wood chips will be spread on all exposed soil.
5. Stabilize Soils.
Bark and/or wood chips will be spread on all exposed soil. Piles of dirt will be covered with
plash sheeting.
6. Protect Slopes.
The slope to the west is over 100' away and will not be affected.
7. Protect Drain Inlets.
There are no drain inlets into the proposed build site. There is a ditch between the property and the
road and stormwater flows to the north thru a 12" culvert.
9icer.srer sdo plan 1O*W1 :O-rov tri21r1008 a
12 Required Elements—ConstruclSSWPPP(continued) •
8. Stabilize Channels and Outlets.
There are no outlets.
9_ Control Pollutants.
Wood chips will aid in pollutant control and can be collected, removed and replaced if necessary.
10_ Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site).
The soil here is very permeable and very little standing water has been observed even after many
days of rain.
11. Maintain Best Management Practices(BMPs).
_ All subcontractors will be advised of the need to control stormwater and pollutants. My wife and I will
be doing most of the construction ourselves.
12. Manage the Project.
My wife and I plan to do most of the work ourselves. One of us will be on the site at all times when
work is done to ensure compliance with all aspects of this plan.
2. Adjacent Areas.
a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential
areas,roads).
Both neighboring dwellings are a considerable distance (over 100')from our proposed home and their
property will not be disturbed. No environmentally sensitive areas will be affected.
b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400
yards).
West of our proposed house there is approx. 100' of gentle slope covered with forest and native vegetation _
and soft spongy soil. Then the land drops down a 20% slope for about 200' - also covered with forest,
native vegetation and spongy soil ending with dense brush at the base of the slope. The map indicates a
seasonal creek just off our property but there is no water visible. The land at the base of the slope seems
to slope gently to the northwest thru dense brush.
3. Environmentally Sensitive Areas.
a. Description of environmentally sensitive areas that are on or adjacent to the site.
Approx. 300'west of our proposed dwelling and just off our property there is a possible seasonal creek.
I have been down to the base of the slope several times after it rained and there is no water visible.
The land at the base of the slope seems to slope gently to the northwest thru dense brush.
slorrnwater s e pLan Mrplaa-ray.1:41t2009
9
b. Description of special requir•ts for working in or near environmentally Sens•areas.
N/A
4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site
soils(e.g.,erodibility,settleability,permeability,depth,texture,soil structure).
None expected. Site is relatively level and crawl space construction will only require a shallow
foundation cut.
5. Construction Phasing.
a_ Construction sequence
Surveying boundaries, site prep, shed,foundation,framing,roofing, interior finish and landscaping.
b. Construction phasing(if proposed)
6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual).
Provide a proposed construction schedule.
Siteprep/shed -Feb 2010,foundation-March 2010,framing-April 2010,Roofing-May 2010
Interior finish-June,July and August 2010,Landscaping Sept 2010.
II. Wet Season Construction Activities.
a. Proposed wet season construction activities.
Build shed and foundation and start framing.
b. Proposed wet season construction activities for environmentally sensitive areas.
None
7. Financial/Ownership Responsibilities.
a. Identify the property owner responsible for the initiation of bonds and/or other financial securities.
Robert and Linda Frenette
b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation
impacts.
personal responsibility
8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable.
a. Sediment Ponds/Traps. N/A
b. Diversions.
c. Waterways.
d. Runoff/Stormwater Detention Calculations
slonnwaler;de Om tentplro-rev.1821/2008 10
• •
Stormwater Site Plan Changes
If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be
submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised
drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change.
Final Corrected Plan Submittal
If the project included construction of conveyance systems,treatment facilities, flow control facilities, or structural source control BMPs
(not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts")when the project is
completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as
constructed.
APPLICANT SIGNATURE
By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and
correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all
owners of the affected property.
/g/09
(LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DA )
THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED:
•
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