Overall Site Plan0 0.
LANDS N/F OF
TERRY SLYWKA
DIXON
- U�
S39°28'59"E _
148.05' _ --
PORCH "
1 STORY WOOD
FRAME HOUSE
TMf5t10LD = 410.7-P
AREA
13018.4 Sq. Feet
0.30 Acres
ROAD
302.9-1-2 APPROJdMATE LOCATI r c T- , \4,V;P \ 9 - - - - --- -- ---- --- .......-__ ... LU/V1NC_ KC UIR
�fRF
16 �2`
S 6 •�
SITE DEVELOPMENT DATA
TOTAL PARCEL ACREAGE
.58 AC (25,161 SF)
EXISTING
IMPERVIOUS AREAS
PROPOSED ADDITIONS
PROPOSED TOTAL
IMPERVIOUS
MAIN BUILDING FOOTPRINT
2421 SF
-
2421 SF
PORCHESIDECKS
622 SF
-622 SF
0 SF
GARAGE
417 SF
483 SF
9W SF
DRIVE & WALKING SURFACES
3497 SF
4156 SF
7653 SF
TOTAL IMPERVIOUS
6957 SF
4017 SF
10974 SF
PERCENT IMPERVIOUS
27.6%
16.0%
43.6%
SITE SETBACKS
REQUIRED FOR
EXISTING
PROPOSED
NR ZONE
STRUCTURES
BUILDING
21.4'
FRONT - DDCON RD
20'
(306�2 SF M41N
21.4'
BLaDhiitG)
69.3'
SIDE -EAST
10,
(3tXi2SFM4W
69.3'
BUIlDDW)
29.8'
REAR - SOUTH
15,
(3062 SF WN
29.8'
BMDING)
OF EX{S71W SEPTIC SYSTEM \ "� c� o \ate° 2d \ WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH,
C1 EMENT0
i �'� Fan i'3) P 3.0 GPM MAX. FAUCETS), ZONE — NR (NEIGHBORHOOD RESIDENTIAL
• PRE )
RV S1GNE ABSORPTION DESIGN FLOW — 110 GPD/BEDROOM, 200 GPD FOR OFFICE PARCEL TAX MAP. 302.9-1-1,3
�� 5�� SYSTEM DESIGN FLOW — 420 GPD TOTAL ACREAGE : .87 AC
�A 1 SEPTIC TANK —USE 1, FRONT SETBACK — 20'
\ \ WSTRIBUTION 250 GAL PRECAST CONCRETE SEPTIC TANK
3n 0000�- >=Y` �� '" 214 s ft r ,BOX ABSORPTION FIELD — PIPE IN STONE ABSORPTION TRENCHES ,
` �� �, q ` SIDE SETBACKS — 10
t t DESIGN PERCOLATION RATE = 1-5 MIN/IN
\ \� C, P �� ���ENT REAR SETBACK - 15'
00, i
y �5 3949. S A Feet
es
3 .9— —3 ` 6�-
\' \\ �� . Treesr+OLD = 408.20 `
gORN �' �' y. / . . . . . . yby
LPN` z ,;.��' 3 � . is �. � . ���1 0%ZZ•W
r how,,�
LANDS N/F OF 5 1, $ \ i��
WKA <<; `•
GEORGE SL Yt i ° •tp'�` 0
•s �y
302.9-1-4
L12.37 R128.9e,
�y034%59" N 16042#274
SITE PLAN
SCALE. 1 "=2tY
Zoning bad of Appeals - Record of Decision Resolution
Town ofQueertsbW 742 Bay Road Queensbury, NY 12804 (518) 761-8238
Sloven - Ray Unleo, Secredary
TO: Paul i Ted Schmisin PROJECT FOR: Paul A Teri schumiskt
1412 idbodes now 310 Dbron Road
batttrafxs, WY 12815 UA Medkng Dale: Wed- Jornrary 22, 2014
_t_ 31011A 11MIS1E0 AC31ON - NEGATIVE DECLARATION
APPIIGAT�R Vr Ye>Ie.ea No, 1-2014. Paul i Ted Sdm ddm for the prclect on Dixon Road, introduced
by Rklsard Oarard who nwved fortis adoption, seconded by Ronald KuhC
Upon rerboaf" Homsaft recorded on this EAF, as noted. It B the conclusion of the Town of
QueerebrsyZoningBoard as bad agency that this project wN resu it in no sigrOkwd adverse impach on
the envircom it. and. finetore, an envkonrnentai statement need not be prepared. AccQm&Vly, this
negative deafaafon Is bound.
ATM nit. lbancs Mt. Hw*K Mr. McCabe, Mr. Urrico, Mr.Kuhl, Mr. Jackodd, Mr. Garrand
Nook Nana
109U VO M Aeosore Vas Yoko" No. I tM14. Pass i Tad ScMnedetrn introduced by Michael
McCabewb nnoved for Ns adoption, and amended as per Steven Jockodcl, seconded by Ronald Kuhl
The Zortkt0 bcsd d Appeals of the Town of Queentbury has received an appRoolon from Part a Ted
Schuadeb fir a vadasos Dom Season 17941-M of the Zoning Code of The Town of Queensbury to order
to s411L PkmnbMg and Healing Shop and Warohoues to Medcd O1k* and 1-
Apadusse . Me work due krckrdes garage removal and neomUucNoo of a 483 aq, L addRon to garage;
dMmbowwM seemigwe paddng area. Rotief requested has allowed uses In a Nebhborhood
Rasrossrrrd In seskrg awtot.
Upon earoibraMon of to appicallon materiels. completed SEAR review form and ink maBan suppled
dratsg the p!>tc fssaahg and the criteria specified in Section 179-14.0M) of the Queendxsy Town
Coda and Qsapler 267 of NYS Town Law, and after discussion and deVteration, we Mel as folaws:
We tend thatihe * r, -, , rd cannot reaft a reasonable rate d rehrrn, provide that the return k substantfad
as dernor awed by to competent physical evidence: provided by the appWarrt.
We fnd taoilegad hadsdrip relatkrg to Nee property in question is unique and does not apply to a
e,tstarnNaI portion d the diskict or neighborhood.
We Ind MaIlhe requeded the variance, If granted, wU not alter the essential character of the
neighborhoid.
Page 1 of 3
LANDS N/F OF
RICKY & DONNA ROTHSTEIN
687/515
Zonft bad of Appeals - Record of Dtllctsion Resolution
Town of Queensberry 742 Bay Road Queenstxxy, NY 12004 (518) 761-8238
ZBA DeeMors Reockdoe (ConNnued)
ZRA Mssisg Dam Wedrsaadory, Ja vary 22. 2014
Use variance No. 1-2014 RM and Tot Sdmsddn
The alleged hardstdp has not realy been self-created since corrsnwdat properly has existed there for
quite some ikne.
Concerning the reasonable return, we have completely reviewed to spread sheet walk presented to us
by the appilcarWs agents as related to reasonable rates of return and different uses d the properly.
llrxler the hard tdp being unique, R Is unique given the gmcgc dslaI of this particular bukkv and this
paricuiar lot and when N was constructed and' o k m the nelghboAwod was baftliVeven developed
in in current use.
WE N alter the a to a 11d character of the nelghbadvoodI Givers N was a cornmercial wdty before the
neighborhood; badcary even was in existence we bet that N does not change or alter the essential
character of the neighborhood cis the record has derrmstaled this everting, as well.
Under the har ci tttp bake self-created: R may be considered, sR** seit-cseated but given the
presentaifon by the , F F -1- r ' and trek agwft we're comfortable toad N b should boo motion Nut's
approved by everyone.
Based upon our findings above, we hereby deterntkte that the app8odnt has dernonskoted that the
applicablezoning reg*r1lons and reshIcalcm s hove caused urneoestaryhardship.
Based upon nil of the above. I move that this Board Approve gas Valance Na i-2014, Paul & Ted
Schurodekr:
Duty adopted this 22" day of January, 2M4 by to foBowkrg viler:
AYES: Mr. Noonan. Mr. Garand. Mr. Herftl, Mr. ttrdco, Mr. McCabe, Mr. Kuhl Mr. Jadwdd
NOES: None
Steven Jaclo xK Chairman
Queerabixy zoning Board of Appeah
Cc: Michas! J. O'Cornnor, Esq.
APPLICATION RATE= 1.2 GPD/SF
1250 GAL ABSORPTION AREA REQUIRED = 350 SF
CAST CONCRETE 2' WIDE TRENCH, LENGTH REQUIRED = 175 LF
SEPTIC TANK USE 5 TRENCHES AT 35' LONG
PROP. AN OF POTABLE WATER SUPPLY IS TOWN WATER
3r
116D
TOWN OF QUEENSBURY
742 Say Road, oueensbury, NY. 12804-5902
Town d Qeeeeabnry Pbsudeg Board
RESOLUTION TO Sit M PLAN 5-2014
PAUL & TERRI SCHUE UXIN
Tax Map M 3029-1-1, 3 / Prepesly Address: 310 Dixon Road
A site plan application has been made to the Queeasbuy Pluming Board for the following:
Applicant proposes to coast esuis1W 2,421 +/- sq. ft. phsabiog office and warehouse to a medial
offoo and an apstaaem - An addition to garage of 493 sq. A for a total of 900 sq. & garage Offroe
area 1,657 sq. ft. (ace ftw); Ra ddeivial are 1,274 +/- 4 L (both fioors� Me Office in a
NR zwe requires Planning Board review and approval. oaayarlaeea Office is not an allowed use
in the NR zone. Pluming Board shall make a reca®mmdatim to the Zoning Board of Appeals.
PB provided a recommendation to the ZBA on 121-14; theZBA Nopisi1<ffi the variance requests an
1-22-14;
A public heating was advertised and held on 1-28-2014;
This application is supported with all documentation, public eo wn=4 and application material in the
file of record;
MOTION TO APROW SITE PLAN &2M PAUL & 1 IMMMEAM, Introduced by
Mr. Magowan who moved Ear its adoption, mossiled by Ur. Traver.
1) Pursuant to nalavaat sections of the Town of Qmoo&ay Zoning Code,40np w 179-9.m, the
Planning Board hs detsmined that this propaal saMN the =ffi6ameof: as mated in the
ZARking code;
2) Thu requiren aals e(the State EnvironamW Qw tidy Review Act have been considered and the
Planning Board hr adopted a SEQRA Nmdya DecharelWa
3) waiver requests ggMt- 0. K. & L from
4) Final approved plans, in compliance with the Ste P113e, must be uAwitted to the Community
Development Depsa seat before any ftnit review by be zoning Admioiefraor or Bufldiug and
Codes personnel.
Page 1 of Z
MAP REFERENCE
"MAP OF A SURVEY MADE FOR
PAUL SCHUERLSIV" DATED APRIL 18.
20OZ REWSED MPRIL 19, 2013, BY:
VAN DOPMV AND STEWS LAND
SURVEYORS
LOT WIDTH - 50'
ROAD FRONTAGE - 50'
BUILDING HEIGHT - 40'
MINIMUM PERCENT PERMEABLE - 35X
CONTINUED PLANNING BOARD RESOLUTION 1IL2014
SITE PLAN 5-2014
PAUL & TXRRRRI SCRUERLEiN
Tar: Map M 302 9-1-1, 3 / Property Address: 310 Dive Road
5) The applicant must meet with Staff after approval and prior to issumrce of Building Permit and/or
the beginning of any site work.
6) Subsequent issuance of further permits, including buuldiag permits is dependent on eompl,=,
with this and all older oondhiona of this resolution
7) As -built plans to Ratify that the site plan is developed according to the approved plans to be
provided mm to issuance of the certificate of occupancy.
Dolt' adopted this 28th day of January 2014 by the following vote. -
AYES: Mr. Deeb, Mr. Shonew oK Mr. Ford, Mr. Traver, Mr. Fern&, Mr. Magovmn, Mr. Humnger
NOES: None
cc: Michael L O'Connor
Page 2 of 2
TAX MAP # 302.9-1-113
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
1
ADDED USE VARIANCE AND S.P.R. APPROVAL RESOLUTIONS
2/4/14
0
ISSUED TO TOWN OF QUEENSBURY
12116113
No.
Revisions
Date
.OVERALL SITE PLAN
prWarled for. -
Paul SChuerlein
Dixon Rd.
Town of OmwisbW, Warren Caffrey, New York
Drawn: ARN Checked: GTH
Scale: NOTED Date:
10121201.3
169 Haviland Road
Queensbury, NY 12804
Hutchins Engineering �(518)77��0308 Fax
297�-0
� -S2
4" MIN TOPSOIL TYPICAL ABSORPTION TRENCH; BACKFILL SOIL
(5) REQUIRED AT 50' LONG EACH
GEOTEXTILE -SEE TRENCH DETAILS WASHED STONE
FILTER FABRIC 6' TRENCH SPACING (TYP.)
-_
--_
' ==__ =I�_,=._�.'4i _.f, ,+ I,-__�1_;ii— -iIi II-i-_ -l1- lII -_I-L11'— I IL-�1I --!_iiA iI iI -�►i�=II ;I;_I1_�-iIl_ 1_ -I-_.-i. _I ._�..—_j -I._
�30 »=-=
SUGGESTED. POLYETHYLENE
APPROXIMATE EXTENSION TO GRADE WTH TAMPER�==i EdI 11 FINISH GRADE12-18» RESISTANT ACCESS COVER
I �-i�=F1 �
I 1-1=
II��,1(=-1I 2" MIN. DROP
II,_I-__
_�I ' !— I f.=_- _ �_ I _ i _- i �_ i= I _--� I -� i , I__ ! I l• i- —� i II -, ;i--III : - _ IBETWEEN INVERTS
1 f ff 12 MIN. COVER SUGGESTED. INSTALL POLYLOK
_ ,� �.__,__.__�:�_.I��—I�I_._.►i�__�i�_____III—i�._____II��_�;i-_'��_��i���l��—il��i��--I�?�_��I�,fi;==;1��li��il��lilil+—�� PL-122 FILTER SUCH THAT IT IS
READILY REMOVABLE 7HROUGH 12" MIN. COVER
p r .•r : • •:• '... - TANK ACCESS COVER 4 PVC SDR-35 ... • :. • . •. • •, _ . ••. _ . •� ... .
INLET 2 DISTRIBUTION BOX
4" PVC SDR-35
MIN. SLOPE a LIQUID LEVEL OUTLET
TRENCH SECTION 1/4" PER FOOT 2" MIN.
MIN. SLOPE
' 16" 1/8" PER FOOT BAFFLE
N73 WATERTIGHT SLEEVE 18"MIN.
USE SPEED LEVELERS TO
AND SEAL (TYP.) a ASSURE ALL OUTLETS ARE AT
•W 2 Q EXACTLY 774E SAME ELEVATION
o�
o „ , 4" PVC SDR-35 SOLID HEADER
M TO PERFORATED TRENCH PIPING,
J 1180 PER FOOT MIN SLOPE
MINIMUM 2X WD774
MAXIMUM 4X WIDTH
1250 GAL PRECAST CONCRETE SEPTIC TANK
4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION
FIELD, SEED AND ESTABLISH TURF
FILTER FABRIC
MIRAFI 140N OR EQUIVALENT
SEPTIC TANK NOTES
12" MAX ALL UNITS SHALL COMPLY W17H THE REQUIREMENTS OF THE NEW PORK STATE
DEPARTMENT OF HEAL 7H AND E
SHALL BE OF PRECAST CONCRETE A
N.
MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT.
6" I
ALL S7RUC71jRES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL
MCC oo SLAP-� 0" BASE. WHERE EXIS77NG SOIL COND177ONS ARE UNSUITABLE, CRUSHED
SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE.STONE
2" MIN. o d�
6„ 0 SEP77C TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY
o$ CONSTRUC71ON DESIGNED FOR H-20 WHEEL LOADING.
�\-4*
SLOPE 1/16" - 1/32" PER FT. ri PERFORATED PVC LATERAL,
END CAP ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW 7HE
LEVEL MUST BE TESTED BEFORE BACKnUING. LIQUID
3/4" TO 1 1/2"
WASHED CRUSHED STONE
TRENCH PROFILE
NTS
4" MIN TOPSOIL OVER THE
ENTIRE ABSORPTION FIELD;
.SEED do ESTABLISH TURF
BACKFILL FREE OF
STONES OVER 3"
FILTER FABRIC
MIRAFI 140N
OR EQUAL
2" 111N
6"
OVERFILL TO ALLOW
FOR SETTLEMENT'
2' TRENCH WIDTH 6-12„
0 12" MIN.
-3/4" TO 1-1/2" WASHED
CRUSHED STONE
TRENCH DETAIL
NTS
NT5
TYP. IDTH
(SEE PLAN) -
Y
4-6" DECORATIVE
TOP STONE
flL TER FABRIC MIRAFI 14ON OR
EQUAL
STONE FILLED 7RENCH WITH
1-1/2 =4" STONE
NATIVE SOILS
WASTEWATER SYSTEM DESIGN
2 BEDROOM RESIDENCE AND 1626 SF OFFICE
WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH,
3 0 GPM MAX. FAUCETS)
DESIGN FLOW - 110 GPD/BEDROOM, 200 GPD FOR OFFICE
SYSTEM DESIGN FLOW - 420 GPD
SEPTIC TANK - USE 1,250 GAL PRECAST CONCRETE SEPTIC TANK
ABSORPTION FIELD - PIPE IN STONE ABSORPTION TRENCHES
DESIGN PERCOLATION RATE = 1-5 MIN/IN
APPUCA71ON RATE= 1.2 GPD/SF
ABSORPTION AREA REQUIRED = 350 SF
2' WIDE TRENCH, LENGTH REQUIRED = 175 LF
USE 5 TRENCHES AT 35' LONG
POTABLE WATER SUPPLY IS TOWN WATER
SYSTEM MATERIAL SPECIFICATIONS
HOUSE SEWER
PIPING TO BE 4" SDR-35 PVC. INSTALL WITH 1/4" PER FOOT
MINIMUM SLOPE
EFFLUENT SEWER
PIPING TO BE 4" SDR-35 PVC. INSTALL WI7H 1/8" PER FOOT
MINIMUM SLOPE.
FORCEMA/N
PIPING TO BE 1-1/2" SDR-26 PVC OR SDR-11 HDPE. MAINTAIN 4'
MINIMUM COVER.
PEREORA M PIPE
PIPING TO BE 4" PERFORATED SDR-35 PVC.
STONE
STONE IS TO BE 3/4" TO 1-1 /2" WASHED STONE.
FILTER FABRIC
FILTER FABRIC TO BE TENCATE MIRAFI 140N OR EQUIVALENT.
BACKFILL MA R�a�
BACKFlLL TO BE GRANULAR BACKFILL MATERIAL WITH NO
PAR71CLES GREATER THAN 2"(-2).
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER EN77RE BACKFILL AREA. SEED
AND ESTABLISH TURF.
SYSTEM INSTALLATION NOTES
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN
ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL
HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLA77ON OF
THERMOPLAS77C PIPE AND CORRUGATED TUBING IN SEP77C TANK
LEACH FIELDS
AFTER EXCAVATION OF 2' WIDE TRENCH TO THE DEPTHS REQUIRED,
THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND
RAKED IN ORDER TO LOOSEN SMEARED SEC77ONS OF TRENCH.
PLACEMENT OF WASHED STONE, PERFORATED PIPE AND FILTER FABRIC
SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID
INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE
STONE AND PIPE.
THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING
STRAIGHT CON77N000S GRADES WITH DES SAGS, HUMPS, SEPARATED
JOINTS, OR OTHER UNSUITABLE CONDITIONS PIPE SHALL BE LAID
WITH HOLES DOWN IN ALL CASES
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND
DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD.
DO NOT USE HEAVY EQUIPMENT IMTHIN THE ABSORPTION AREA AFTER
PIPING HAS BEEN INSTALLED.
THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS
NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE OR EXTREME
ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR
GARBAGE GRINDERS
ROOF, F0077NG, GARAGE, CELLAR AND SURFACE WATER DRAINAGE
MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM.
THIS DESIGN IS SUBJECT TO STATE AND LOCAL APPROVALS
TAX MAP # 302.9-1-1,3
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
1 ADDED USE VARIANCE AND S.P.R. APPROVAL RESOLU710NS
0 ISSUED TO TOWN OF QUEENSBURY
No. Revisions
OVERALL SITE PLAN
fired for.
Paul Schuerlein
Dixon Rd.
TOM Of Query, Warren County, New York
Drawn: ARN Checked: GTH g
2/4/14
211612013
Date
cale. NOTEDr297,54-01
e: 191212013
169 Haviland Road
Queensbury, NY 12804
Hutchins Engineering (518) 745-0307 Phone-S3
518 745-0308 Fox