HomeMy WebLinkAboutBLD2012-00333 Replace Bulkhead - BLD Permit / Conditions - 9/24/2012 ♦ �' Inspection Line (360)427-7262
MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352
Mason County Bldg. III 426 W. Cedar P.O. Box 186
Shelton, WA 98584 =
RESIDENTIAL BUILDING PERMIT BLD2012-00333
OWNER: FREDERICK GOULD RECEIVED: 5/15/2012
CONTRACTOR: WHITWORTH EXCAVATING 360-271-4800 LICENSE: EXP: ISSUED: 9/24/2012
SITE ADDRESS: 12403 NE NORTH SHORE RD BELFAIR EXPIRES: 3/24/2013
PARCEL NUMBER: 322352100010
LEGAL DESCRIPTION: TR 1 OF LOT 6 &TAX 872A EX A-1 &A-2
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
Replace collapsing concrete bulkhead with 3-to 4-man rock bulkhead APPRX 10 MILES WEST OF BELFAIR STATE PARK
located 3 to 5 feet landward of existing alignment; length 163 feet and height
about 4 feet tall; place filter fabric and quarry spalls behind place rock in
General Information Construction &Occupancy Informat n Square Footage Information
No. of Bedrooms: Type of Co r.:
Type of Use: SF Insp.Area: No. of Bathrooms: Occ. o t Size: Deck:
Type of Work: BH Fire Dist.: 2 No. of Stories: Occ o d: Building:
Valuation: $ 61,000.00 Building Height: C. s: Basement:
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Manufactured Home Informatio a ba In rmati Shoreline& Planning Information
Make: Length: Ft. fe
nt: Ft. horeline: Ft.
Water Body:
HOOD CANAL
ar: Ft. Slope: Ft. SEPA?: Yes
Model: Width: Ft. S 1: Ft. Shoreline Desig.: Urban
Year: Serial No.: S 2: Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
A,'..
Type Type Qty. Type By Date Amount Receipt
Plan Check Fee GMM 5/15/2012 $468.49 S2201200000001
Planning Review Fee GMM 5/15/2012 $205.00 S2201200000001
Building State Fee LDK 5/30/2012 $4.50 S2201200000001
Building Permit Fee LDK 5/30/2012 $720.75 S2201200000001
Total $ 1,398.74
BLD2012-00333 Please refer to the following pages for conditions of this permit. Page 1 of 4
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CASE NOTES FOR
BLD2012-00333
CONDITIONS FOR
BLD2012-00333
1) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division.
There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at
1-800-647-Q982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
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2) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will
not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building
Dep �tm nt prior to any further inspections being performed or approvals granted.
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3) Ow er/ gent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28.
4) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL.
5) The"approved"site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved" site plan is not on site, then
approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the
Xui4ingDepartment prior to any further inspections being performed or approvals granted.
6) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building
Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached
thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be
chzedd and shall be collected by the Building Department prior to any further inspections being performed or approvals granted.
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7) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the
State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in
p it revocation.
BLD2012-00333 Please refer to the following pages for conditions of this permit. Page 2 of 4
* �6) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact
adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the
stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further
information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access
connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which
is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may
affect your projflect.
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9) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordirfan e or regulation, must be reviewed and approved by Mason County prior to construction.
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10) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED
BUILDING CODE.
The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance
with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building
Insp ctor h_a"e made prior to requesting additional inspections.
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11) All property lines shall be clearly identified at the time of foundation inspection. X
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12) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure
to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with
M R County ordinances and building regulations.
13) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for
action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit
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f ave prevented action from being taken. No more than one extension may be granted.
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14) Retaining walls needed to support a surc�ai a such as structures, roads, or to support slopes, shall require a separate building permit and approval prior
to construction of the retaining wall. X '- r'
15) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure
these structures meet the setback conditions listed.
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16) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your
"Ap rovgd Site Plan"to ensure these structures are shown and meet the setback conditions listed.
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BLD2012-00333 Please refer to the following pages for conditions of this permit. Page 3 of 4
r -W) App o e per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
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18) The proposed project must be consist e t ith all pplicable policies and other provisions of the Shoreline Management Act, its rules, and the Mason
County Shoreline Master Program. X
19) All construction and demolition debris must be removed from the site after project completion. ,R o r disposal of construction debris must be on land in
such a manner that debris cannot enter or cause water quality degradation of State waters. XF�
20) Prior to final approval, all upland areas disturbed or n I` ted by construction activities shall be seeded, vegetated or given an equivalent type of
erosion protection (silt fencing or straw matting). X
21) Temporary erosion control measures must be implemented to prevent water=qft�y degradation of adjacent waters or wetlands. Silt fencing must be
installed and maintained until upland vegetation has become established. X
This permit becomes null and void if work or construction authorized is not commenced within 180 days, or if construction or work is suspended for a period of 180 days at any
time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be
occupied. Proof of continuation of work is by means of a progress inspection.The owner or the agent on the owners behalf, represents that the information provided is accurate
and grants employees of son County access to the above described property and structure for review and inspection.
OWNER OR AGENT —� DATE: JY
BLD2012-00333 Please refer to the following pages for conditions of this permit. Page 4 of 4
o CONCRETE MECHANICAL MANUFACTURED HOME 0
o Date By m. 0
t j Footings t Setbacks Ribbons f—
(3as Piping
o interor Date By interior-Date By Data By 0
w Extermr Date By Exterior-Date B T
w set-up 70
Point Load I Isolated Footings INSULATION Date? By M
Date By
Date SLAB INSULATION By FIRE DEPARTMENT M
Foundation Walls Floors Date By n
Date By, Data _ By DECKS �
FRAMING walls Date By
Date By Date By PROPANE TANKS
PLUMBING vault Date By
Date By OTHER
Groundwortc Atbc
Date By Type.
Dale By Data By
D.w.V DRYWALL Type.
int Brace Wall Date By, 1XI
Date By17,
-,--,— oats By FINAL INSPECTION
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Dale By Dates By Date By O
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Type of Insp. Fail Date Date Done By ; CommentsCD
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DE,CEiED B U O L D' MA%N C �0I
,B�Li J COUNTY PERMIT NO.
BUILDING PERMIT APPLICATION
'���� Z��Z 426 W. Cedar- P.O. Box 186, Shelton, WA 98584
Shelton (360) 427-9670 - Belfair (360) 275-4467 - Elma (360) 482-5269
On the web www.co.mason.wa.us
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner Company Name
Mailin Address Maili g Address
City State.lL4 Zip Code City State -llt Zip Code Phonei,4010) 32�'S- 44AL4 Other Ph. Phone
Lien/Title Holder Other Ph.�o
Contractor Reg. # Ex
E mail address E Mail Address p.
Drivers Lic. #
DOB Drivers Lic. # DOB
SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic
Connect to Water System Name of Water System
Well J�—Water System Name of Water System
PARCEL INFORMATION - 12 Digit Parcel No - -
Legal Description -T-R I ly Lt7r' Cc 'CA}� QjZ A -A_ t I AL-2 Fire District
Site Address (Please include street name, street number and city)-11.40?) M F
Directions to site f+ 3tiw p 'FiprtA eel p-,�p annOr,ti pt Ott�g
Will timber be cut and sold in parcel pre aration? Yes 1
Is property within 200'of Saltwater K, Lake River/Creek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs > 15%
Is this permit submittal the result of a Stop Work Notice, Correction Notice or other enforcement action?Yes/No
TYPE OF JOB- New Add Alt Repair Orr
ther �FloorPR ARY RESIDENCE SEASONAL Use of Building `���- Describe Work
No, of Bedrooms _No. of Bathrooms_L3 Square Footag I.
2nd Floor
3rd Floor Basement Deck Covered Deck Other
Garage --'&— Attached_ X Detached Carport Attached Sq.Detached
MANUFACTURED HOME INFORMATION - Make Model Year
Length Width Serial No. No. of Bedrooms No. of Bathrooms
Type of Heat Purchase Price $ Replacement Unit? Yes/No
Installer Name Certification No.
OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of
such is by signature below.I declare that I am the owner,owners legal representative,or the contractor. I further declare that I am entitled to receive this
permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties.If permission is
required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained
permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information
provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection.
P906 OF CONTINUATICIF OF WORK IS BY MEANS OF A PROGRESS INSPECTION., f
Date
Own ers Re resentative ontractor indicate which one)
FOR OFFICIAL USE BEYOND THIS POINT Accepted b Stu bke -
DEPARTMENTAL REVIEW APPROVED DENIED
NOTES
Building Department tj IZ �K
Planning Department
Environmental Health Department
Public Works Department
Fire Marshal
FEES
Building Permit Fee Site Ins ection
Plan Review Fee EH Review Fee
Plumbing & Base Fee Pianning Review Fee
Mechanical & Base fee Other
Wood/Gas/Pellet Stove Fee State Fee
Violation Fee Pre-Paid at Submittal
Valuation $ TOTAL FEES
FROM THE FUr i
- WALL DESIGN
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: i BULKHEAD CONCRETE R P SHEET INDEX FOR WALL DESIGN
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SITE Amak—ON COUNTY DCD P6.AN1411YI- -
° sue: WE PLAN REQUIRED TO E ON SI'T I AT-TN:GOULD,FREDERICK B&JULIE P
C 140"SUBJET TO APPROVAL 12403 NE NORTH SHORE RD ;�P gay N.L Olson&Associates,Inc.
NOTE:TOPOGRAPHY AND PROPERTY LINES WERE ADAPTED FROM MASON BELFAIR,WA Eng—ing,Planning ud Surveying
QJ{E MS PARCEL SEARCH. TOPOGRAPHY AND PROPERTY LINES ARE (Parcel Number)3223521-00010 1-1—
APPROXIMATE AND NOT CONSIDERED A LEGAL SURVEY. Sec 26,T22N,R03W ^*��"�� .v nme n—P 0,�bn,Par O. MA�exe
—_^ - J00 f 7859-1 I
GENERAL GRADE SEPARATION CONSTRUCTION
BULKHEAD CONSTRUCTION RECOMMENDATIONS GUIDELINES AND DESIGN CRITERIA
THE FOLLOWING RECOMMENDATIONS SHALL BE IMPLEMENTED INTO BULKHEAD 91REAO RUNOFF TECHNICAL RFWIREMENTC_
THE SUBVERT OKS THtt HAS BEEN DEVELOPED ELOPED WITH A PROPERTIES
THE FASE, IN A DISTURBED CONDITION,THE SITE SOILS UPSLOPE OF THE BULKHEAD MAY BE
WHICH OVERLOOKS THE NARROWS TO THE SOUTH. THE PROPERTIES TO THE EAST CONSTRUCTION; ERODED BY CHANNELZED WATER OR SHEET FLOW FROM STORM RUNOFF. ALL
AND WEST HAYS BEEN DEVELOPED WITH SINGLE-FAMILY RESIDENCE AND DISTURBED SOIL AREAS AND SLOES SHOULD BE REPLANTED WITH FAST-GROWING, GENERAL SITE CLEARING SHOULD INCLUDE REMOVAL OF VEGETATION,TREES AND
NORTHSHORE ROAD BOUNDS THE PROPERTY TO THE NORTH.THE SHORELINE AREA WALL EMBEDMENT D PTH DEEP-ROOTED GRASS,SHRUBS AND OTHER GROUND COVER AS SOON AFTER FINAL ASSOCIATED W ROOT SYSTEMS,WO ,PAVEMENT,RETAiMNG WALLS,RUBBLE,AND
TO THE SOUTH CAN BE CLASSIFIED AS LOW BANK AND HAS BEEN HARD ARMORED 'THE MINIMUM EMBEDMENT DEPTH,D.FOR THE BASAL ROCK IS AS FOLLOWS. GRADING AS POSSIBLE IF THE VEGETATION IS NOT FULLY ESTABLISHED PRIOR TO THE RUBBISH.SITE STRIPPING SHOULD EXTEND TO A MINIMUM DEPTH OF 4 TO 12 ARCHES,
WITH A REINFORCED CONCRETE BULKHEAD WITH A MAX EXPOSED HEIGHT OF ON SET OF WET WEATHER,THE AREA UPSLOE OF THE BULKHEAD SHALL BE COVERED OR UNTIL ALL ORGANICS IN EXCESS OF 3 PERCENT BY VOLUME ARE REMOVED.DEEPER
ROUGHLY 27 FEET. THE AREA BETWEEN THE EXISTING RESIDENCE AND BULKHEAD 3.0 FT MINIMUM IN UNDISTURBED SOIL OR STRUCTURAL FILL WITH A EXPOSED WALL WITH A CLEAR PLASTIC VISOUEFN TO ND IN PREVENTING EXCESSIVE EROSION AND STRIPPING MAY BE REQUIRED IN LOCALIZED AREAS.THESE MATERIALS WILL NOT OF
SLOES DOWN FROM THE NORTHWEST TO THE SOUTHEAST WITH GRADIENTS OF HEIGHT 27 FEET OR LESS,UNLESS OTHERWISE STATED BY BULKHEAD PROFI E VIEW. WATER INFILTRATION. SUITABLE FOR USEAS FILL FOR PARKING OR BUILDING AREAS
ABOUT 5 PERCENT OR LESS. BELOW THE EXISTING BULKHEAD TO THE SOUTH,THE
SHORELINE CONTINUES TO DESCEND WITH GRADIENTS OF ABOUT 10 TO 15 PERCENT 'THE BULKHEAD'S FACING ELEMENT WILLCONSIST OF LARGE BASAL ROCK THAT WILL IN A DISTURBED CONDITION THE SOILS LOCATED ABOVE THE PROPOSED BULKHEAD ALL STRUCTURAL FILL MATERIAL SHOULD BE SUBMITTED FOR APPROVAL TO THE
INTO THE NARROWS. VEGETATION ON THE PROPERTY IS COMPRISED OF LAWN AND BE STACKED NTH THE LARGER ROCK ALONG THE BASE AND DECREASING IN SIZE ALIGNMENT MAY BE ERODED BY CHANNEUZED WATER GR SHEET FLOW FROM STORM GEOTECHNICAL ENGINEER AT LEAST ONE WEEK PRIOR TO DELIVERY TO THE SITE.
LANDSCAPING. THE PROPERTY OF INTEREST HAS BEEN ILLUSTRATED ON SHEET 1 TOWARD THE TOP PORTION OF THE BULKHEAD. RUNOFF.THEREFORE,IT IS RECOMMENDED THAT ALL SITE PREPARATION AND
OF 3 EXCAVATION WORK BE COMPLETED DURING THE NORMALLY DRIER PORTION OF THE
'THE LARGE ROCK COMPRISING THE BULKHEAD SHALL BE STACKED NTH ONE ROCK YEAR. DURING PERIODS OF HEAVY RAINFALL DITCHING SHOULD BE USED TO DIVERT TESTING METHODS AND FREQUENCY,AND VERIFICATION OF MATERIAL SHALL BE THE
DURING OUR SITE VISIT,NLO HAS OBSERVED THAT THE BASE OF THE EXISTING OVERLYING TWO(ONE OVER TWO RULE).THE LARGE BASAL ROCK SHALL BE PLACED WATER AWAY FROM STRIPPED AREAS AND MSQUETN SHOULD BE USED TO COVER THE RESPONSIBILITY OF THE OWNER OR OWNERS REPRESENTATIVE
BULKHEAD'S FOUNDATION HAS BEEN UNDERMINED AND ROTATED ABOUT 10 DEGREES TO AVOID CONTINUOUS JOINT PLANES IN THE VERTICAL DIRECTION. EACH ROCK SLOPES AND SOIL STOCKPILES TO PREVENT EROSION.THIS COVERING ALSO AIDS IN
NEGATIVE BATTER WATER WARD.ESSENTIALLY,THE EXISTING BULKHEAD HAS FELL SHALL BEAR ON A MINIMUM TO TWO ROCK WITH GOOD CONTACT. PREVENTING INFILTRATION OF WATER INTO THE UNPROTECTED SOILS ALL DISTURBED A COMPLETE SET OF THE APPROVED CONSTRUCTION DRAWINGS AND CONTRACT
INTO A STATE OF DISREPAIR AND IS READY TO FALL OVER.AS PRESENTLY SOIL AREAS AND SLOPES SHOULD BE REPLANTED NTH FAST-GROWING,DEEP-ROOTED SPECIFICATIONS STALL BE ON-SITE AT ALL TIMES WRING CONSTRUCTION OF ROCK
CONCEIVED.THE PROJECT WILL CONSIST OF REPLACING THE EXISTING REINFORCED 'THE MINIMUM KEYWAY WIDTH SHALL BE EQUAL TO THE LARGE BASAL ROCK AND GRASS.
SHRUBS AND OTHER GROUND COVER AS SOON AFTER FINAL GRADING AS RETAINING WALL.
CONCRETE BULKHEAD WITH A NEW ROCK BULKHEAD CONSISTING 3 O 4 MAN GRAIN ROCK. POSSIBLE.IF THE VEGETATION IS NOT FULLY ESTABLISHED PRIOR TO THE ON SET OF
ROCK. OF
NEW BULKHEAD WILL FACE A LINEAR DISTANCE OF ABOUT T TO FEET AND WET WEATHER,THE SLOPES SHOULD BECOVERED NTH VISOUEEN TO AID IN -".LO RECOMMENDS A PE-CONSTRUCTION MEETING PRIOR TO WALL CONSTRUCTION.
HAVE AN EXPOSED WALL HEIGHT OF 0.6 FEET TO 2.7 FEET.PER DISCUSSIONS NTH -THE LONG DIMENSION OF THE ROCK ALONG THE FACING SHALL EXTEND PREVENTING EXCESSIVE EROSION AND WATER INFILTRATION. ALL PARTIES INVOLVED WITH WALL CONSTRUCTION,I.E.WALL INSTALLERS,COMPANY
THE CONTRACTOR,IT HAS BEEN DECIDED TO MOVE THE BULKHEAD 3 TO 5 FEET PERPENDICULAR TO THE ROCK FACE PERFORMING CONSTRUCTION MONITORING SERVICES AND N.LO.REPRESENTATIVES
FURTHER INLAND.BY MOVING THE BULKHEAD FURTHER INLAND,IT WILL FUNCTION TEupDRARY a SHOULD ATTEND.
MORE IN THE CAPACITY AS AN UPLAND ROCK WALL WITH A SECONDARY BENEFIT OF THE CONTRACTOR SHOULD E AWARE THAT SLOPE HEIGHT,SLOPE INCLINATION,AND
HOPEFULLY REDUCING THE PERMIT PROCESS. EXCAVATION DEPTHS(INCLUDING UTILITY TRENCH EXCAVATIONS)SHOULD IN NO CASE
EXCEED THOSE REGULATIONS.IN LOCAL.STATE,OR FEDERAL SAFETYREGULATIONS.EG,
FOR THE PURPOSES OF THE BULKHEAD DESIGN,NLO HAS DETERMINED THE MHHW= OSHA HEALTH AND SAFETY STANDARDS FOR EXCAVATIONS,29 CFR PART 1926,OR
2.5.ON DECEMBER 20.2011 DURING HIGH TIDE AT 1200 HOURS. DETAILS SUCCESSOR REGULATIONS SUCH REGULATIONS ARE STRICTLY ENFORCED AND,IF NOT
CONCERNING DESIGN AND CONSTRUCTION OF THE BULKHEAD HAVE BEEN PROVIDED. FOLLOWED,THE OWNER,THE CONTRACTOR,OR THE EARTHWORK OR UTILITY
THE EXISTING BULKHEAD AND NEW BULKHEAD LAYOUTS ARE SHOWN ON THE SITE SUBCONTRACTORS COULD BE LIABLE FOR SUBSTANTIAL PENALTIES THE CONTRACTOR
SKETCH,SHEET I OF 3 OF THE STRUCTURAL DRAWINGS SHOULD BE MADE RESPONSIBLE FOR THE STARUTY O ALL EXCAVATIONS AND SLOPES
DURING CONSTRUCTION BECAUSE THEY ARE CONTINUALLY ON SITE AND CAN OBSERVE
CONSTRUCTION O THE BULKHEAD WILL START WITH A KEYWAY,WHICH CONSISTS OF A THE STABWTY OF THE EXPOSED SOILS.IN ADDITION,THE CONTRACTOR SHOULD BE
TEMPORARY SLOPEAND THE BULKHEAD'S SUBGRADE AREA E THE TEMPORARY SLOPE PREPARED TO SHORE ANY UNSTABLE SLOPE AREA AND PROVIDE SHORING AS REQUIRED
ALONG THE BACK AND
OF THE KEYWAY SHOULD BE SLOPED TO A MINIMUM SLOPE BY LOCAL,STATE,OR FEDERAL LAWS OR CODES THE PROVISION OF SHORING DESIGN
OF 1H:,V. THE WALL WILL HAWA BATTER OF IH:5V(HORIZONTAL VERTICAL). ONCE ECOMMENCAP.ONS IS BEYOND THE AUTHORED SCOPE OF THIS REPORT.
THE WALL HAS BEEN CONSTRUCTED,WE RECOMMEND THE PLACEMENT OF THE
PERFORATED DRAIN PIPE,DRAINAGE FILL AND QUARRY SPALLS THE FILTER FABRIC AS A PRELIMINARY GUIDELINE FOR TEMPORARY OUTS WE RECOMMEND TEMPORARY
MIRAn N110N WILL BE PLACED AT THE BOTTOM BASE OF THE WALL AND TEMPORARY SLOPES BE MADE NO STEEPER THAN IH:IV.TEMPORARY SLOPES OR EXCAVATIONS
CUT SLOPE THEN BACKFILLED NTH RIPRAP PLACED DIRECTLY BEHIND THE BULKHEAD. SHOULD BE BENCHED AS REQUIRED BY SAFETY REGULATIONS IN EFFECT AT THE TIME
THE THICKNESS OF THE RIPRAP WILL BE A MINIMUM OF 2.0 FEET(EXPOSED WALL OFON CONSTRUCTION.TES:TEMPORARY SLOPE RECGMMENDATIONS ARE FOR NATIVE
HEIGHT WILL E ROUGHLY 2.7 FEET OR LL55 THAN). SOISOILS AND FILL CONDITIONSMOTHER THAN THOSE PREVIOUSLY DESCRIBED ARE ENCOUNTERED.
ATERIALS;FLATTER SLOPES MAY HE REQUIRED IN WET WEATHER OR IF
FOUNDATION PREPARA710N THE CONTRACTOR SHOULD E AWARE THAT THE SLOPE HEIGHT,SLOPE INCLINATION,
NLO RECOMMENDS THE VERIFICATION OF THE BULKHEAD'S FOUNDATION 91BCRADE AREA AND EXCAVATION DEPTHS(INCLUDING UTILITY TRENCH EXCAVATIONS)SHOULD IN NO
BY A REPRESENTATIVE FROM OUR FIRM. THE FIELD VERIFICATION IS NECESSARY TO CASE EXCEED THOSE SPECIFIED IN LOCAL STATE,OR FEDERAL SAFETY REGULATIONS.
VERIFY IF ADDITIONAL OVEREXCAVATKIN IS NECESSARY OR ADEQUATE FOUNDATION E.G.,OSHA HEALTH AND SAFETY STANDARDS FOR EXCAVATIONS.29 GEN PART 1926,
SUBGRADE SOILS HAVE BEEN REACHED. OR SUCCESSOR REGULATIONS.SUCH REGULATIONS ARE STRICTLY ENFORCED AND,IF
S NOT FOLLOWED,THE OWNER,THE CONTRACTOR,OR THE EARTHWORK OR UTILITY
QUARRY SPALL
QUARRY SHALL$WILL E UTILIZED FOR DRAINAGE DIRECTLY BEHIND HARE LARGE ROCK SUBCONTRACTORS COULD BE UA13LE FOR SUBSTANTIAL PENALTIES.THE CONTRACTOR
COMPRISING THE ROCK WALL FACING THE QUARRY SPALLS SHOULD HAVE A PARTICLE SHOULD E MALE RESPONSIBLE FOR THE E CON71Y AL ALL EXCAVATIONS AND SLOPES
SIZE OF 6 TO 12 INCHES DIAMETER AND BE WASHED OF FINES.TO PREVENT FINES DURING CONSTRUCTION BECAUSE THEY ARE CONTINUALLY ON SITE AND CAN OBSERVE
MIGRATION INTO THE DRAIN ROCK AND QUARRY SPALLS.WE RECOMMEND THE THE PREPARED
STABILITY O THE ANY
EXPOSED SONS IN ADDITION, D CONTRACTOR SHOULD O
PLACEMENT O FILTER FABRIC OVER THE QUARRY SPAUS. THE MATERIAL MUST HAVE PREPARED TO SNORE ANY UNSTABLE SLOPE AREA AND PROVIDE SHORING AS REWIRED
BY LOCAL,OMMEN STATE,OR FEDERAL LAWS TH OWES.THE OF THIN E SHORING DESIGN
LESS THAN 5 PERCENT FINES PASSING THE N0.2CO SIEVE. RECOMMENDATIONS IS BEYOND TIff AUTHORIZED SCOPE O THIS REPORT.
TEMPORARY SLOPE RECOMMENDATIONS ARE PROVIDED SOLELY AS A SERVICE TO CUR
CENT. ILO,UNDER NO CIRCUMSTANCES,ASSUMES UAULITY FOR THE SITE NTH
REGARD TO SAFETY OR OTHER CONSTRUCTION ACTIVITIES DIRECTED BY THE
CONTRACTOR.
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REVISIONS BY DAIS 4 3� �. BULKHEAD NOTES AND DETAILS FOR: ATTN:GOULD,FREDERICK 8 g JULIE P
ra. w,c �. oEuwnc N Dc9Dlm N.L Olson&Associates,Inc. 12403 ME NORTH SHOE RD DAM'MARKN=2
DRAWN Engirt mg,Planning and Sa Yin8 ��
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ME ORDINARY HIGH WATER MARK(OHWM)
'THAT MARK THAT MIL BE FOUND BY DCAW41NG THE BED AND BANKS AND ASCERTAINING WHERE THE PRESENCE AND
ACTION OF WATERS ARE SO COMMON AND USUAL,AND SO LONG CONTINUED IN ALL ORDINARY YEARS,AS TO MART(
UPON THE SOIL A CHARACTER DISTINCT FROM THAT OF THE ABUTTING UPLAND,IN RESPECT TO VEGETATION AS THAT
CONDITION EaSTS ON JJIE 1,19n.AS IT MAY NATURALLY CHANGE THEREAFTER,OR AT IT MAY CHANCE THEREAFTER
IN ACCORDANCE MIN PERMITS ISSUED BY A LOCAL GOVERNMENT OR ME DEPARTMENT OF ECOLOGY:
PROVIDED,THAT 14 ANY AREA WHERE THE ORDINARY HIGH WATER MARK CANNOT BE FOUND,TIE ORDINARY HIGH WATER
MARK ADJOINING SALT WATER SHALL BE ME LINE OF MEAN HIGHER HIGH TIDE,MHHW, AND THE ORDINARY HIGH WATER
NARK ADJOINING FRESH WATER SHALL BE THE UNE OF MEAN Htlf WATER.' 3-5 ft 1EW BMIRHEAO MLL a YDeEG.nLu+o..T 3 r[ET
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GOULD BULKHEAD REPLACEMENT
MAY 2012 '
BGE ENVIRONMENTAL, LLC
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MAY 2012
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