RC-000301-2015 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 128045904 (518)76P-8201
CommunityDevelopment-Building& Codes (518)761-8256
CERTIFICATE OF OCCUPANCY .
Permft N msber RC-000364-2015 IWe hsmd: .Monday, July 27, 201 S
This-is to certify that work requested to be doneas shown by Permit Number ACC-00030I-20I5
has been completed'.
Tax.MapNumberc 239:12-2-641
Location: 4 HOLLY LN
Owner: William Roberts
Applicant-. William Roberts
This structure maybe occupied as a:
Main House 1,491 sq. fL Legacy 2014-588 By Order of Town-Board
TOWN OEQUEENSBUR-Y
Issuence ofthis Certificateof Compliance DOES NOT relieve the � . // �.I
property oyster of the responsibility for compliance with Site Pian, LLLWWWddrr V
Variance,on other issues and conditions as.a result of approval's by the Director of.Building,&Code Enforcement
Planning Board or Zoning.Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: RC-000301-2015 b? 2019,
Tax Map No: 239.12-2-64 REVISED
Permission is hereby granted to: Daigle Construction LLC
For property located at: 4 HOLLY LN
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Tyne of Construction
Owner Name: William Roberts Single Family-New $253,500.00
Owner Address: 354 County Route 45 Total Value $253,500.00
Argyle,NY 12809
Contractor or Builder's Name/Address Electrical Inspection Agency
Daigle Construction LLC
90 Honeyhill LN
Granville,NY 12832
Plans&Specifications
Main House 1,491 sq.ft.Legacy 2014-588
Cross Reference: Govern No.AV 2-2014 and Govern No.SP 8-2014
(see attached documents)
PERMIT FEE PAID-TIES PERMIT EXPIRES: Thursday,November 26,2015
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town o leen iry 4 We da lavember 26,2014
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
/11R,�n/ C,eFtnq°�
PRINCIPAL STRUCTURE APPLICATION Office Use On]
DATE 104, aJ Received
i , / Tax Map ID
TAX MAP)D 3 Cl 1-2 -_3 - -lV tt Permit No.
1`3 Permit Fee
ZONING
�9 Rec Fee ill //A
Site Plan#
HISToRICSITE Yes V No Subdivision #
SUBDIVISION NAME IV Lot#_
TOWN BD.RESOLUTION815-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS,INCLUDING SINGLE FAMILY DWELLINGS,DUPLEXES
OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDOMINIUMS, TOWNHOUSES, AND/OR MANUFACTURED &
MODULAR HOMES,BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PERMIT FEE.
APPLICANT OWNER
q
ADDRESS l(s db^1�f 24 ,X11 ADDRESS 3SY cz
PHONEIE-MAIL rl��j ' C+ 07^ �L/�B� PHONE/E-MAIL r
CONTRACTOR 001 kIQ_ Q-"3r L COST OF CONSTRUCTION(ESTIMATED): $ okJrr 3j3'Oa
ADDRESS: /6 tYOA3�i )-,J 1293.2 BUILDING ADDRESS:
PHONE/E-MAIL J-1,6 —6 V09 —/yL3Od rpt s.(b�gyN�a6b0
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: WZT�N'k. 002)'_i PHONEI�--4"
IY3�
TYPE OF CONSTRUCTION
Check all that apply Please indicate measurements as required below
New Addition Alteration is'floor sq.ft. 2n°floor sq.ft. Total sq. t
Single Family
Two-Family
Multi-Family
(# of units___)
Townhouse
Business Office
Retail - Mercantile
Factory- Industrial
Attached Garage
(# of )
Other
i
Town of Queensbury Building&Codes Principal Structure Application July 2014
If commercial or industrial indicate name of business
Proposed use of building or addition
Source of heat (circle one) Gas Oil Propane Solar Other
Fireplace: complete a separate application for Fuel Burning Appliances&
Chimneys
Are there structures not shown on plot plan? AJO
Are there easements on the property? fvz>
Site Information
a. Dimensions or acreage of lot
b. Is this a corner lot? Apo
c. Will the grade be changed as a result of construction Yes No
d. Public water ok Private welt)
e. Sewer o Private Septic System
Value of all work to be performed (labor or materials) $14y-0-6
DECLARATION:
1. 1 acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed
within a 12 month period.
2. If work is not complete by the 1 year expiration date the permit may be renewed,subject to fees and department
approval.
3. 1 certify that the application, plans and supporting materials are a true and complete statement/ description of
the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building
laws and ordinances, and in conformance with local zoning regulations.
4. 1 acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy.
5. 1 also understand that I /we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to the above: PRINT NAME: /�� W -M+��- P����f��Q DATE
SIGNATURE: i)jL wrn N U DATE l�tll
FOR OFFfcE USE ONLY
Operating Permit Issued: —Yes _No
Occupancy Type
Construction Classification
Assembly Occupancy Limit
Special Conditions
2
Town of Queensbury Building&Codes Principal Structure Application July 2014
Tubs
Queensbury Building & Code Enforcement - Residential Final Inspection 9-11
Office No. (518) 761-8256 Arrive: am/pm De art�� , am/pm
�
Date Inspection request received: - kl t) Inspector's Initials: T�
NAME: k-,Q JFS PERMIT#: -5
LOCATION: —A VIIIDLUt—L-PINI'& DATE: te I 2
TYPE OF STRUCT RE: Si-�
Comments:
Yes No rNIA
4" Building Number Address visible from road bw(L AU IL�Z J)y3g h
Chimney Height/"B"VentlDlrect Vent Location UU �� p�bD_L
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Handrail 4 or more daers
Guards at stairs,decks,patios more than 30 Inches above grade 1
Guard at stairwell at 34 Inches or more
Guard at deck, porches 36 inches or more �—
Handrail Termination at Newell Post or Wall
Intedn
Deck racing Ir Railings s 34 inches to 38 inches ��
Deck Bracing/Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 feet
6 Inch clearance to sill plate y�
Gas Valve shut-off exposed/regulator inentrance
18 inches above rade
Interior viva !trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells salety glazing
Interior Smoke Det ors/Carbon Monoxid etectors
Every level: Eve Be dr
m: _�
Outside every bedrm eaoo :
Inter Connected: Bafte backup,
Attic access 30 inches x 22 inches x 30 Inches(height)in accessible area
Crawl Spaces 18 loch x 24 inch access,1 ,C-150 sq..ft.vents
Bathroom Fans if no window
Plumbing fixtures
Foundation insulation to floor/Sticker on Panel1��,��,�
Duct work sealed properly/Blower Door Test Certification
Floor truss,draft stopping finished basement 1,000 sq.ft.
Emergencv egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Temp 110
Enclosed Stairs Sh Underside minimum%z"Gypsum t�
Basement stairs closedsed rise
e>4 inches
Gare a Floor Pitched
Garage fireproofing/3/.hour fire door/door closer
Gas Los in Sealed or Glass Enclosure
Final Electrical; Energy Saving Light Bulbs 50%
Final Survey Plot Plan PI�
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles
Flex Gas Pipe BondingC—
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification if required
Okay to issue C/C or C 10 Temporary/Permanent
LABuilding&Codes Fonns\Building&Codes\Inspecfon FormslResidential Final Inspection Form_revised_100405.doc;Revised
January 7,2008; Revised 6/26/08; Revised 12IM10, Revised 04/13/11 /�
qj-II
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received: g`\ 1 1\5
Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials-
NAME: PERMIT#: — 5�
LOCATION: 6INSPECT ON: 2Q\5
TYPE OF STRUCTURE:
Comments
Y N N/A p '(Qt -
Footings
Piers
Monolithic Slab
Reinforcement in Place T
The contractor is responsible for
providing protection from freezing F�h1 t
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproo£mg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/9/2014
Foundation Inspection Report
Offrco. (518) 761-82 Date Inspection request received:
Quee Iding&Code Enforcement Arrive: am/pm Depart: m
742 Bay Rd.,Queensbury, NY 12804 Inspector's Initials-
Q
NAME: PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place 1
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/18/2013 2:44:00 PM
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: 1 pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials 2 p
NAME: R4 1�� -S PERMIT :
LOCATION: 44 u I-a--r) ° INSPECT ON:
TYPE OF STRUCTURE: S'F D
Comments
Y N N/A
Footings
Piers
Monolithi tslay
VZ
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour /
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation reroofing
Footing DraDaylight r Sump
Footing Drain e: /
12 inch width V/
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/9/2014
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depa�am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
R9)by-r-1 -S PERMIMIIT��#: ' //JJI - �S
LOCATION: y 4yl//n 4a ii INSPECT ON: Z 2
TYPE OF STRUCTURE: S t=
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place I
The contractor is responsible for
providing protection from freezin
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/9/2014
Foundation Inspection Report
Office No. (5 18)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: , am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ,
NAME: � PERMIT#:
LOCATION: INSPECT ON: `' n
TYPE OF STRUCTURE:
Comments
Y N NA
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofng
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road-Manheim,PA 17545
MUppNICIPAL CE-4TIFICATE - ELECTRICAL APPROVAL
Permit No. ....t.r. ......cert. N 0 28731 Cut-in Card No.....................................
Owner...........6........1�. .
��L L' .... / ,� ................................................................................�
Location....-1..../4.�.. L ..�h../..i...................../�....................................5rr� ..... tX...........
Installation Consisting of..J&.&U�2 00/9-s hl &—'Pv �- -A—
......................................... '.�12- e. .:.... .. e-.Y...1�� !"/ 'Fv ) ....
............................................................................ . ... .......
InstalledBy...... .....rw.GP..4:...........................................Lic.No...................................................
The conditions following governed the issuance of this certificate,and any certificate previously issued is
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations,application shall b mptly made for inspection.
Inspectors of this Company shall have the py9i
e ions at any time, and if its
rules are violated,the Company shall have the rightoate.
Date....�~�.a�.�.�....... INSPECTOR..
............................................ ....
Member N.F.P.A.,I.A.E.1.
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SCALE: H 7R PROPOSED SITE IMPROVEMENTS FOR
—20 CGUEST OTTAGE WILL]" AND PAMELA ROBERTS
GRADING
RLMSKINS DATE BY 4 HOLLY LANE
TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK
TAX MAP NO. 239.12-2-64 OCTOBER 20, 2014
SHEET N0.
ENVIRONMENTAL DESIGN PARTNERSHIP, LLP
1 ROUTE 146 CLIFTON PARK, N.Y. 92065 (518) 371-762'1
ENGINEERING LANDSCAPE ARCNRECTURE LAND SURVEYING
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SCALE S"EFT TIT(-E PROPOSED SITE IMPROVEMENTS FOR
AS NOTED CGUEST OTTAGE WILLIAM AND PAMELA ROBERTS
SECTION
REVISIONS DATE 13Y 4 HOLLY LANE
TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK
TAX MAP NO. 239.12-2-64 OCTOBER 20, 2014
SHEET NO.
ENVIRONMENTAL DESIGN PARTNERSHIP, LLP
2 ROUTE 146 CLIFTON PARK, N.Y. 12065 (5'18) 371-7621
ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
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NOV 13 2014
NE�SmE NEW YORK STATE DEPARTMENT OF STATEMDES
Division of Building Standards and CodesOne Commerce Plaza, 99 Washington AvenueAlbany, NY 12231DErMTMENT Phone:(518)474-4073 Fax: (518)486-4487OF STATE www.dos.nv.aov E-mail: infbgDdos.nv.eov
NOTICE OF APPROVAL
This notice serves to inform the local Code Enforcement Official that the New York Department of State (DOS)
has reviewed and approved plans, as authorized pursuant to 19 NYCRR Part 1209, Regulation and Fees for
Factory Manufactured Homes, to allow the construction of single family homes, two family homes, and/or other
modular buildings or components in compliance with the State Uniform Fire Prevention and Building Code, as
described herein:
Manufacturers Name: Excel Homes—Liverpool Operations-10642 S. Susquehanna Trail
Liverpool, PA 17045
Excel Homes of Maine, LLC—56 Mechanic Falls Road
Oxford, ME 04270
Building Description: Detached One and Two-Family Dwellings and Multiple Single-Family
Dwellings(Townhouses)
Approval Number. M0497-2014-018 Renewal of:
Previously Approved System of Models M0497-2002-073
Applicable Code: Residential Code of New York State 2010(RCNYS 2010)
Expiration Date: January 24, 2015
Maximum Ground Snow Zone: 120 PSF
Seismic Design Category: A, B,C, D0, D1 or D2(Per 2010 RCNYS Section R602.10 Wall Bracing)
Basic Wind Speed: 130 MPH(3 Sec. Gust)
Exposure Category: A, B,or C
DOS Contact Person: Edmund F. Girzone, R.A.
Approval Date: September 29,2014
Ronald Piester,AIA
Director
A copy of this Notice of Approval shall accompany all plans and specifications submitted as part of a permit application. Plans should not
require a DOS seal provided the registered design professional references the approval number and certifies that the plans and specifications _
conform to the plans and specifications approved by and on file with the DOS.
The following statement may be used to provide this certification:
'The plans and specfications of this permit plan set art;derived from and consistent with the systems set of
plans and specifications approved and on file with the Department of State,which were approved on
September 29,2014 under systems number M0497-2002-073'
The approval identified above is limited to all construction that takes place in the factory. Site related work including installation and
connection of the building and/or components, foundations, mechanical connections, stairs, decks, etc. is the responsibility of the Code
Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or
component complies with the provisions of the 2010 RCNYS. If the code enforcement official believes that any factory manufactured
component is in violation of one or more provisions of the RCNYS,he/she should contact the DOS for further review and/or determination.
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te�., „ � (SOME OF THE FOLLOWING NOTES MAY NOT�CTION ACTIVITIES: 6 TOWN OF QUEENSBURY PLANNING BOARD _ -
''„,,�-c: 1�, I- � ,'y" -'"- SEQUENCE OF CON5TR BL' RELEVANT FOR THIS PROJECT SITE. THE CONTRACTOR SHOULD CONTACT RESOLUTION TO SI I°E PLAN S-°2O1 A'
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" , * CONTACT THE DESIGN ENGINEER WITTI ANY QUESTIONS ABOUT THE SITE SPECIFIC EROSION AND sECIMENr TO DETERMINE SOILS AND ADEQUACY OF SEPARATION DISTANCES SHOVEL TEST TAX MAP ID 239.12-2-64 / PROPERTY ADDRESS: 4 HOLLY LANE
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# d1"`' 4` ,- ,,,. ,°Ey• ;1 ,.. I CONTROL MEASURES REQUIRED.) HOLES WERE DUG IN THE AREA OF THE PROPOSED SHALLOW GRASS SWALES W
-3'. '.. Harris `�' � - ��'". J ppi I �_= A) CONSTRUCT TEMPORARY CONSTRUCTION EXITS AT LOCATIONS SHOWN. i. THE FOLLOWING IS A LIST OF ERDSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING
oK + f. ON"AUGUST 7, 2013 BY DENNIS MACELROY, PE. RESULTS WERE AS FOLLOWS. /�1yy
�h � . '� CONSTRUCTION: IN
. •'y B 1,. 04 '""'+ '%°j.,,'� Y''„,;, = 8) INSTALL PERIMETER SILT FENCES AND TEMPORARY SEDIMENT BASIN IN THE LOCATIONS SHOWN AND OTHER LOCATIONS ASS A SITE PLAN APPLICATION HAS BEEN MADE TO THE QUEENSBURY PLANNING BOARD FOR THE FOLLOWING: APPLICANT
- { I ” `�0 ;� ",��, ;,,y`,h, '' }n,, s ;;�` NECESSARY 70 STABILIZE THE SITE. A) STABILIZATON PRACTICES FOR THIS SITE INCLUDE: TP 1i - IN AREA OF UPPER GRASS SWALE PROPOSES TEAR DOWN AND REBUILD IN APPROVED FOOTPRINTS. SITE PLAN: HARDSURFACING WITHIN 50 FEET OF THE
j ;: '; w', %, qs '.:•,j I, - - LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND 0'-25°' TOPSOIL TO FINE LOAMY SAND SHOVEL HOLE TO 28" SHORELINE REQUIRES'PLANNING BOARD REVIEW AND APPROVAL. VARIANCES: REL F CD
-1 .t ' {;, .. ,t,. � "t C) BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE ONLY IN AREAS WHERE SHALL PROGRESS AS EARTHWORK IS NEEDED I IE REQUESTED FROM SHORELINE SETBACK
r G.' y° '''' i'__' ' "I' ;.b," , 0 , EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE BUILDING IS PLANNED TO COMMENCE WITHIN 14 DAYS AFTER _ FRE UENT WATERING OF EXC V A EAS TO MINI IZE WIND EROSION DURING CONSTRUCTION. 125"-38°' FINE SAND TO SILT POST HOLE TO 38" (MAIN COTTAGE), FRONT SETBACK (GUEST COTTAGE) AND 2 ACRE PER DWELLING DENSITY RE UIREMENTS OF THE e�
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1 + 1 �`+.� - CLEARING AND GRUBBING. - USE OF STABILIZATION FABRIC FOR ALL SLOPES HAVING A SLOPE OF iV:2H OR GREATER AND FILL 138"-46” SILT (PROBE) PROBE TO 46" I - - - .
,I '''�=`�"`te r'k. it � � ` k y 1 "# � _ SLOPES iV:3H OR GREATER. -
p `" P` ,;. � +. ' 'a " g", j, I - D) FREQUENT WATERING OF THE EXCAVATION AND FILL AREAS SHALL BE DONE 70 MINIMIZE WIND EROSION. _ I
PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE HYDROMULCHING GRASS SEEDING I. V.,.
f ,O j�j�¢y,��j No LEDGE OR OBSERVATION OF GROUNDWATER SEQR TYPE II - NO FURTHER REVIEW REQUIRED; _ - - .. W
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f',ir - = E) COMMENCE SITE GRADING AND CONSTRUCTION.
' I,, � i, '�'� `",°.1 - 9 %' ',' °f -,;, B) STRUCTURAL PRACTICES FOR THIS SITE INCLUDE:
�, t ,, ., TP 2 - IN AREA OF LOWER GRASS SWALE
- j ,,, 1'1'1''1', %;t, v /.;.! I } s '_1 K ,',»., .. F) DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED FOR MORE THAN 14 DAYS SHALL BE - PERIMETER PROTECTION USINC SILT FENCES ;' THE PB HAS PROVIDED A RECOMMENDATION TQ THE ZBA ON 1-211-14; THE ZBA APPROVED THE VARIANCE REQUESTS ON - _ C—+ ` -
,/< '',, "•, ', y ;. .f� ', �`,,'"" H a` .;r" = TEMPORARILY SEEDED AND WATERED. FOR LANDS WITH SLOPES GREATER THAN THAN 15% OR WFTHIN 500 FEET OF THE MEAN _ INLEi PROTECTION AND OUTLET PROTECTION USING SILT FENCES
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1 """,�'q•' $,,_ s b S'`'. ,I ,, ; 'S ' ",-"'1`M` - HIGH WATER MARK OF ANY LAKE, POND, STREAM OR WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILES WITH EARTHEN - STORM SEWER, CURBS AND GUTTERS I ,10-25" TOPSOIL TO FINE LOAMY SAND SHOVEL HOLE TO 18" ' _ �''`� Twp -
I d1 %j'•� ) i `':' '%,�`''^--•''`'` i . .,'° '"�'`" _ MATERIALS, WIHICH HAS BEEN CLEARED MAY NE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS _ STABILIZED CONSTRUCTION EXIT POINTS - _ pD U
'•a' -: '1 �7,F°.',".`ii s; `s" "W.a. %`r�. ° K ' )•"'° '- °- WITH A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY I 23" 37" FINE SAND TO SILT POST HOLE TO 37" A PUBLIC HEARING WAS ADVERTISED AND HELD ON 1-28-2014; - - , .
1 s ,. $ s N_.r" ',, , - - STORMWATER DETENTION PONDS (WHICH MAY ALSO SERVE AS A TEMPORARY SEDDIMENT BASIN) - _ ® W `
5 €,, . �,yr(„ .oy, ''-,>k, a + ``' �`, ^x INSTALLED. _ -
8l }, a;' ,, 37"-41" SILT (PROBE) PROBE TO 41" A
' 'y ' '`''"'�` `� 'w""',"+`"'„ 2. THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT .:I; THIS APPLICATION IS SUPPORTED WITH ALL DOCUMENTATION PUBLIC COMMENT AND APPLICATION MATERIAL IN - __ U
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