HomeMy WebLinkAboutBLD2008-00129 MLA08-00161
4ItUILDING PERMIT APPLICAN Review Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD08-00129 Received Date: 4/3/2008
SITE ADDRESS: 2450 E MARROWSTONE RD
NORDLAND, 98358
OWNER: LARRY T HOWLAND TRSTEE PHONE: (360) 385-3578
CONSTANCE R HOWLAND
PO BOX 831
PORT HADLOCK WA 98339-0831 GEORGE NORDBY SHORT
SUBDIVISION: Block: Lot: 4
PARCEL NUMBER: 976200609 Section: 33 Township: 30 N Range: 01 E
CONTRACTOR: KOZELISKY'S HOME SERVICE INC PHONE: (360)385-3215
1112 S JACOB MILLER RD
PORT TOWNSEND WA 98368
Contractor's License KOZELHS027C3 Expires 1/6/2009
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTION NEW DETACHED SHOP
NO HEAT - NO PLUMBING
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 18,367.00 ADD'L: HEAT TYPE: UH
CODE EDITION: 2006 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY:
OTHER:
CONST TYPE: SHORELINE:
GARAGE: 728
CONST TYPE: DECK: SETBACK: 70
BANK HEIGHT: 70
SEWAGE DISPOSAL: ALT
WATER SYSTEM: PUD
BEDROOMS: BATHROOMS:
Exist: 0 Exist: 0
Prop: 0 Prop: 0
Total: 0 Total: 0
Routing Date: 1
4l`- -
Type Amount Paid Bv: Date: Receipt: Approved/Date
Permit $307.25 KAS 04/03/08 97047 APPROVED
Plan Check $199.71 KAS 04/03/08 97047
State Building Code $4.50 KAS 04/03/08 97047 JUL X 2008
Total: $511.46 Jefferson County Planning
& Building Department
Jefferson County Building Dion Permit Num, BLD08-00129
Applicant: HOWLAND TRSTEE
BUILDING PERMIT INSPECTION APPROVALS \pplicable Code: 2006 International Building Codes
To schedule inspections, call (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 clay'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 t_ I1.ob.
Erosion Control SEE CONDITION I FOR SILT FENCE
Foundation Footing C -t 1-c -
I"t R t - fc PVn" S i L.,/r"
Framing ✓ ,{,�Ct -: j_
12iliac- ff
FINAL INSPECTION '1_ cft . )�
FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
• •
CONDITIONS for Building Permit# :BLD08-00129
1.) CONTRACTOR SHALL INSTALL A SILT FENCE 112.5 FEET LANDWARD OF THE TOP
OF BLUFF. SILT FENCE SHALL BE INSTALLED ACCORDING TO THE 2005 DOE
STORMWATER MANUAL BMP C233 (SEE ATTACHED).
2.) To help prevent seawater from intruding landward into underground aquifers, all new
development activity on Marrowstone Island, Indian Island and within 1/4 mile of any
marine shoreline shall be required to infiltrate all stormwater runoff onsite.
3.) The property owner shall comply with Water Conservation Measures (per list maintained
by the UDC Administrator).
4.) A Geotechnical Report dated April 16, 2007 prepared by Shannon &Wilson was
submitted in conjunction with this application. The report addressed the stability of the
geologic hazard area. A setback of 60-feet shall be measured perpendicularly from the
top or toe of the geologic hazard to the proposed development.
5.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated.
Should buffer disturbance occur during construction, the Unified Development Code
(UDC) Administrator shall require replanting with native vegetation. No alterations shall be
made to the Landslide Hazard Area or its associated buffer without prior authorization by
the UDC Administrator.
6.) Prior to and during approved construction activities, the perimeter of the landslide hazard
area buffer shall be marked with a temporary sign. The sign shall be placed in such a
manner that it can be directly observed from the construction area. The sign shall contain
the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter
Existing Vegetation."
7.) All construction activities shall not encroach upon the landslide hazard area buffer. This
includes the storage or preparation of materials.
8.) The applicant shall permanently separate the boundary of the Landslide Hazard Area
Buffer from the remainder of the subject property through installing logs, trees, a hedge
row, or any other prominent physical marking approved by the UDC Administrator.
9.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water
quality degradation. The submitted proposal does not require additional aquifer
protection measures. However, during construction the project shall follow the Best
Management Practices (BMPs) and facility design standards as identified and defined in
the Stormwater Management Manual for the Puget Sound Basin.
10.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat
management plan signed by applicant on June 19, 2007 and WDFW on June 14, 2007.
11.) An Engineered Storemater Plan dated April 3, 2008 prepared by Michael J. Anderson 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.
12.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN
LETTER FROM MICHAEL J. ANDERSON STATING THAT THE STORMWATER Ok„
FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS /0/
OF THE "STORMWATER REPORT" RECEIVED BY DCD ON APRIL 3, 2008. /
13.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
/6(5.
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 autormobile 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 requriements 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.
16.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
17.) Minimum setback from East Marrowstone Road right-of-way shall be 20 feet. Minimum
side yard setbacks shall be 5 feet. Minimum rear(shoreline) setback from top of bank
shall be 112.5 feet of buffer and a 5 foot building setback from the buffer for a total
setback of 117.5 feet from top of bank.
18.) 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.
19.) 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.
20.) The building height is not to exceed 35 feet.
21.) Applicant shall adhere to the Habitat Management Plan prepared by Westech dated July
2008 with the below modificatio:
ANNUAL MONITORING REPORTS SHALL BE SUBMITTED TO JEFFERSON COUNTY
BY OCTOBER 31 FOR EACH YEAR.
�.¢ 0N cO&. JEFFERSON• •COUNTY
�kc ' DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street • Port Townsend •Washington 98368 'R _ a
360/379-4450 • 360/379-4451 Fax
AkO www.co.jefferson.wa.us/commdevelopment
FiINO
Master Permit Application MLA: U&- LID I
Project Description(include separate sheets as necessary):
Tax Parcel Property
Number: (:N\ -'ZM Size: ,
"�" \ 4?,-ZLAt (acres/square feet)
Site Address and/or Directions to Property:
zli' ' - ).-. , -c '\(cD-,%_ V%-\\---1K\ s .\ -1,.. Es
Property Owner(s)of Record: OW
Telephone: lip-- `4. V).-VC Fax: _
email: V4VW\\41M\NV\
Mailing Address: Qk> %-1)1\ % k' . -, `i) ----
Applicant/Agent(if different from owner): _
Telephone: Fax: email:
Mailing Address:
What kind of Permit?(Check each box that applies
Building 0 Variance(Minor,Major or Reasonable Economic Use)
❑ Demolition Permit —�, 0 Conditional Use[C(a), C(d),or C]**
❑Single Family V Garage Attache Detac�l ed) ❑ Discretionary"D"or Unnamed Use Classification
❑ Manufactured Home 0 Modular ` - 0 Special Use(Essential Public Facilities)**
❑ Commercial* 0 Boundary Line Adjustment
❑ Change of Use ❑Short Plat**
❑ Address 0 Road Approach 0 Binding Site Plan**
❑ Home Business 0 Cottagelndustry 0 Long Plat**
❑ Propane 0 Planned Rural Residential Development(PRRD)/Amendments**
❑Sign 0 Plat Vacation/Alteration**
❑Allowed"Yes"Use Consistency Analysis 0 Shoreline Master Program Exemption/Permit Revisions**
❑Stormwater Management 0 Shoreline Management Substantial Development**
❑Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Variance
❑Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment
❑Wireless Telecommunication* 0 Jefferson County Shoreline Master Program Amendment
❑ Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetation Request
*May require a Pre—Application Conference "*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 lication that he she t for notice.
Signature: V — Date: l\--\lc )
The action or actions App nt 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-tran rable respe�rsi ' \for a e to and complying with the ESA. The Applicant has read this disc I er and signs and dates it below.
Signature: ��s:;�V Date: 't
rz-‘73.....,,:w---.....‘+H-1-14PrIDA.... .r.nrl n..n.r.... . .. . . .. . .. .. .
• •
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 r pon fit of the General Contractor for the proposedlproj ct.
Signature: �\ •--- Date: .1\-t,
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: Fax:
\<.,v~ze S �' Slk \ ( b\)l,$'�•.1 . ( )
MAILING ADDRESS: rj'j �QQ\\ EMAIL:
CONTRACTOR'S LICENSE WAINS
NUMBER: NUMBER
ARCHITECT/ENGINEER: PHONE ( ) FAX:( )
MAILING ADDRESS: EMAIL
Project Type: Frame Type: Bathrooms: �\ Shoreline: Type of Sewage Disposal:
New ❑ Wood Existing: ) ❑ Sewer
El Addition X. Steel Proposed: Bank LI Community System _\x
0❑ Alteration/Remodel ❑ Concrete Total: Height: Individual System
❑ Repair ❑ Masonry SEP Permit#
❑ Demolition ❑ Other: Bedrooms: Water
Water Supply:
Existing: __ - Setback: ❑ Private well ❑ Two Party
T pg of t: Proposed: ❑ Public
`1/4\ Total: Name of System:
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 : . ,.„ $ x__r.., ,.. .., 'r'
Main Floor Heated I s` EH BId App Review:
2"°Floor Heated l � Consistency Review: ,
li-lft � / t
Other Heated +-4t'xP ��" Base fee:
Mezzanine APR -
3 2000 i /'v
.— -Additional Section: - --
Heated Basement 'r A -,74 Plan Check fee: l r,C\
Unheated Basement State Surcharge fee:
Other Unheated , �',. •. a Pot Water Review fee:
Garage/Carport i, n SUBTOTAL i I 0
�j
Decks �2.� 911/Rd Approach fee: `�
Other LL TOTAL $
�O� 1 i ^, 1. . J 5l I (Il,,'
Y Receipt Number: C{'7 '7
-trOl: _ 6 ` �i /
y , Cash/Check Number: 5b oi ESTIMATED COST(REQUIRED) Date: }
•Fair market value of all labor and materials foundation to finish Ci)-
I.
\� 4 . Initials:
1
G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc
0 0 MLA-08-lid
STORMWATER REPORT
HOWLAND RESIDENCE
LOT 4, GEORGE NORDY SHORT PLAT
2450 EAST MARROWSTONE ROAD
NORLAND, WA 98358ed
RECEIVED
APR - 3 2008
JEFFEOc1W COUNTY BCD
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EXP. DATE: 05 / 05 / 08 Stormwater 's
Requir
Prepared by APPROVED
STORMWATER PLAN
Michael J. Anderson
PE&PLS No. 27665
330 Cleveland Street J U L 2 4 2008
Port Townsend, WA 908368
JEFF N OU Y
DEPT.O4, ITY
SIGNATU E:
• •
RECEIVE
DRAINAGE REPORT
HOWLAND RESIDENCE APR - 3 2E j
LOT 4, GEORGE NORDY SHORT PLAIJCf FER aN COUNTY Crp
2450 EAST MARROWSTONE ROAD
NORLAND, WA 98358
PROJECT LOCATION
The project is located on Marrowstone Island at #2450 East Marrowstone Road at a
site contiguous to the Admiralty Strait of Puget Sound. The site is Lot 4 of the
George Nordby Short Plat and also known as APN 976 200 609 in a portion of
Section 33, T3ON, R1E, W.M. The site is characterized with a rural setting in a
predominately single residential neighborhood. The project consists of a new single
family residence, a metal building for a garage and a shed.
This stormwater management plan will examine the hydrology and changes to the
stormwater runoff due to the proposed construction of the residence, the garage, the
shed and the driveway construction. All proposed drainage improvements shall be
consistent with the design standards of Jefferson County and the "Stormwater
Management Manual for Western Washington" 2005 (DOE SMM).
PRE-DEVELOPMENT SITE CONDITIONS
The project area is presently un-improved and the ground cover consists of native
grasses and brush. Utilizing the "USDA Soil Conservation Service — Jefferson
County Area" as a resource, the soil is characterized as Hoypus (HvC) gravelly
sandy loam. The topography identified duringthe property boundary
P p y survey shows
the land sloping away from the top of the bluff adjacent to Puget Sound toward the
ditch system in E. Marrowstone Road.
DOWNSTREAM ANALYSIS
The downstream storm drain system consists of a roadside ditch system that drains
southerly along E. Marrowstone Road. There appear to no obstructions to the free
flow of stormwater for a quarter of mile downstream.
Page 2 of 7
• • RECEIVED
APR - 3 2008
PROPOSED SITE DEVELOPMENT
. EF ERSON COUNTY HO
The private property site is to be developed as noted with a new residence, garage,
and shed under separate permits. The impervious areas have been calculated and it
is estimated that there will be a total of 6,868 sft or 0.158 Ac consisting of the roof
tops of the residences, the garage and the shed, and the driveway to the new
structures.
PROPOSED STORMWATER IMPROVEMENTS
The primary goal of the State DOE Stormwater Manual for Western Washington is
to protect the streams of the State and the Puget Sound. To comply with that goal,
the Manual prescribes the treatment of runoff and the infiltration of the treated
runoff into the soil to refurbish the ground water that the impervious areas have
detracted.
For this project, it is planned to utilize the proposed ditches on each side of the new
driveway as grassy swales to treat the water and collect it into an infiltration system
within the property adjacent to the E. Marrowstone Road right of way..
The infiltration trench is designed in accordance with the WWHM3 computer
system to receive and infiltrate the 2 year flow and the increase in the 50 year flow.
The system relies on passing on the historical flow into the existing surface flow
system along the existing roadside ditch.
HYDROLOGICAL ANALYSIS
Attached is the report compiled by the new WWHM3 stormwater design that shows
an infiltration trench will pass and satisfy the DOE Manual criteria (see attached
calculations). The total site area adjacent to the Puget Sound is 37,729 sft (0.859
Ac.)
The following is a summary of the impervious areas as shown on the site plan:
Impervious areas:
Roof 3256 sft = 0 . 075 Ac.
Garage 624 sft = 0 . 014
Shed 896 sft = 0 . 021
Driveway area 2092 sft = 0 . 048
Total 6868 sft = 0 . 158 Ac.
Page 3 of 7
•
APR - 3 2008
Iritt PN vCiD DAD
PROPOSED STORMWATER FACILITIES
The attached calculations indicate that an infiltration trench of 3 ft x 12.5 feet length
will provide for the expected stormwater flows from the developed site.
These calculations utilize an infiltration rate consistent the Hoypus type soils that
indicate the soil to be a sandy gravelly soil and the soil profile as shown in the
septic design by Nathan Cleaver Septic Design Inc. on file with the Health
Department lists the soil as sand. In addition, the geotechnical report recommends
that all runoff be directed away from the top of the bluff. An infiltration rate of 10
in/hr with a 50% safety factor was used in the calculations.
EROSION AND SEDIMENTATION IMPACTS
The State 2005 DOE Manual specifies that each stormwater plan shall provide for
the following elements:
SECTION 2.5. 1 MINIMUM REQUIREMENT #1 : PREPARATION OF STORMWATER
SITE PLAN
Please see attached construction plan entitled "STORMWATER
PLAN - HOWLAND RESIDENCE".
SECTION 2.5.2 MINIMUM REQUIREMENT #2 : CONSTRUCTION STORMWATER
POLLUTION PREVENTION (SWPP)
All new development and redevelopment shall comply with
Construction SWPP Elements #1 through #12 below:
Element 1: Mark Clearing Limits
The clearing limits will be the minimum required to
construct the on-site driveway that provides access to the
proposed residence and garage . There will be minor clearing
associated with the shed construction.
Element 2: Establish Construction Access
A construction access will be established at the new
driveway location at the existing gravel road at E .
Page 4 of 7
S •
EIVEDMarrowstone Road. The installation of quarry spal .l
minimize tracking sediments will be utilized as shown per
the detail shown on Sheet 3 of the plans . APR - 3 2008
Element 3: Control Flow Rates
CMINPI110
The downstream condition will not be materially affected by
the increase in runoff due to the proposed development. The
use of an infiltration trench to capture the design storm
event and allowing the historical rate to continue to the
existing storm drain system does not constitute a
significant change to the overall storm drainage system.
Element 4: Install Sediment Controls
A silt fence will be set in place along the perimeter of the
new construction along the downstream boundary of the site
prior to the start of any construction to prevent siltation.
Element 5: Stabilize Soils
At the completion of the site grading for the building pads
and subgrade for the paving areas, the areas disturbed by
the new construction will be seeded and maintained during
the remainder of the construction period. Upon completion
of the driveway and single family residential construction,
the final landscaping of the site will be installed to
stabilize the soils .
As required by the SMM, from October 1 through April 30, no
soils shall remain exposed and unworked for more than 2
days. From May 1 to September 30, no soils shall remain
exposed and unworked for more than 7 days . The soils will
be temporary seeded or protected with plastic covering.
Element 6: Protect Slopes
All slope areas will be made at a maximum slope of 3 : 1 and
protected with hay and plastic coverings as required.
Permanent landscaping will be installed at completion of
rough grade.
Element 7: Protect Drain Inlets
The new catch basins will be protected with hay bales during
construction. The driveway accessing onto E . Marrowstone
Road will be maintained in as clean as possible state to
Page 5 of 7
• • RECEIVED
APR - 3 2008
prevent sediment tracking. �t7V
Element 8: Stabilize Channels and Outlets JEFFE rIIJ 91 OCD
The site drainage does not affect any channels or outlets .
Element 9: Control Pollutants
As required by the SMM, all pollutants, including waste
materials and demolition debris that occur on-site during
construction shall be handled and disposed of in a manner
that does not cause contamination of storm water.
Maintenance and repair of heavy equipment and vehicles
involving oil changes and other maintenance work shall be
conducted using spill prevention measures such as drip pans.
Wheel wash or tire bath wastewater shall be discharged to a
separate on-site treatment system.
Element 10: Control De-watering
No de-watering is anticipated with this project.
Element 11: Maintain BMPs
All temporary and permanent erosion and sediment control
BMPs shall be maintained and repaired as needed to assure
continued performance of their intended function. All
maintenance and repair shall be conducted in accordance with
the Jefferson County Stormwater Standards and the
requirements of the State SMM.
Sediment control BMPs shall be inspected weekly or after a
runoff-producing storm event during the dry season and daily
during the wet season.
All temporary erosion and sediment control BMPs shall be
removed within 30 days after final site stabilization is
achieved or after temporary BMPs are no longer needed.
Trapped sediment shall be removed or stabilized on site.
Disturbed soil areas resulting from removal of BMPs or
vegetation shall be permanently stabilized.
Element 12: Manage the Project
All aspects of this Stormwater Control Plan and the
Page 6 of 7
• I
Construction Stormwater Pollution Prevention Plan will be in
place in accordance with the sequencing of the work and will
be properly maintained by the contractor during construction
and by the property owner upon completion and occupancy of
the residence .
SUMMARY
In summary, the stormwater requirements are as shown on the attached copy of the
Engineered Site plan illustrate the stormwater facilities proposed for the project that
will infiltrate the low flows.
TEMPORARY EROSION AND SEDIMENT CONTROL
Temporary silt fences will be placed along the site as shown to provide erosion
control during construction. Landscaping of all exposed soil will be completed as
soon as possible to prevent any offsite soil deposition.
REC
EIVED
APR _ 3 2008
USIN
Page 7 of 7
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