SEP-0389-2023 Town of Queeusbury• Building&Codes Enforcement®Rice•742 Spy Read• Queensbury,NAY 1201
DEEP H®LE/PERC TEST "
ptl Ue t for Town Engineer Review
�Y)VD LQ.- �p
Fro James DeNooyer tom: 518-369-0370.
partyOwner-
PMP€"W0wn®r" 127 Wolf-Road, Colonie, NY 1.2110
Adder:
Locsuon of T 1 q9 Lockhart Loop: Tax ID#: 239.18-1-22
Joseph Bianchine,. P.E. 518-377-0315
'Applicant's Engineer: (AB E.I]g neers &.Surveyors,i I P) phon®:
Joseph Btanchine, P.E.
Applicants Agent: (AW) FnainPers & SUbmNinrs, P 1 : 518-377-0315
Additional Notea:
1.Reason for Raquest? ❑ New Septic System ❑ Replacement Septic System ❑ Faked Septic System
❑ Subdivislon ❑ site plan Review (X) Stormwater Test Pit
2.Are wetlands pt+eser►t? ❑ YI=S FxP10 ❑ UNKNOWN
*Note: I! !1t IS. IrBd t0 a an 1 r for n @rid t@Stl e
'Eholheeft're Mnsiblliity is to witness svgjern testing only.
PLOT PLAN: Plot plan, to scale, to be submitted with application` JUL 0 5 2023
EgE SCHEDULE: TOWN OF OUEENSBURY
BUILDING & CODES
a. $"200 Flat Fee Date Paid: ��7---�----
Check No.: 5-A612
b. OR Fee.to be determined during. To Be Determined:
Site Plan/Subdivision review process
SIQNATURE-
In carrying out the provisions of Articls IV, the Local.Board of Health or the enforcement offerer may,
engage the services.of a-qualified professional consultant for expart review and recommendafion arising
from- the carrying out, of,the provisions of Art. I,V, including but trot limited to: �e,.ieview-of puns,
specificxi ions and reports, attendance at.inspections, dye firsts,.deep hole test pits, septic..related deep
hole and percolation tests,,v*erri installations, and any other aspect of any matter contaihod in this Art.IV,'and any costs incumad,.in such rovi a►shall be paid to the Town.by the owner of the.property before
any approval can be granted under this Art.IV shall borne efftctive within 30 oaye,of presW tnrent of an
invoice for same,Whichever is sooner. Such shall not e)c $1,500 without prior written notice to.
the party to be charged�vIth same..
My signature,below indicates.i. have thoroughly and understand the instructions, agree. to, the
submission requirements and have.completes ication. I also fully understand.that additional
engineering fees.may be necessary per Town of u bury Local Law 136-14D.,
SIGNATURE OF APPLICANT. Date:
SIGNATURE OF AGENT:
Original(6&C File) Canary(Planning) pink(Applicant:) Gold (Town,Clerk)
AB D ENGINEERS, LLP.
411 Union Street, Schenectady,NY 12305 LETTER OF TRANSMITTAL
518-377-0315 Fax 518-377-0379
DATE: June 27,2023
PROJECT NO: 5606A
TO: Town of Queensbury PROJECT NAME:Pickleball Court
Building&Code Enforcement Office 19 Lockhart Loop
742 Bay Road
Queensbury,NY 12804
ATTENTION: Craig Brown
WE ARE TRANSMITTING TO YOU:
• APPLICATION COPY OF LETTER
PLANS INVOICE
NUMBER DWG/REVISION DESCRIPTION
OF COPIES DATE
1 Deep Hole/Pere Test Request for Town Engineer Review
1 5606A-S 1 Site Plan for Pickleball Court—Lands N/F James S.DeNooyer— 19
Lockhart Loop
1 Check in the amount of$200.00 for fee(Check#34692
Eo4,
—— SSURY
THESE ARE TRANSMITTED AS NOTED BELOW:
• FOR TEST PIT FOR INFORMATION FOR ACTION
AS REQUESTED FOR REVIEW&COMMENTS
REMARKS:
COPIES TO:
By.Joseph Bianc ,P.E.
NOTE. IF ENCLOSURES ARE NOT AS NO ,PLEASE NOTIFY US AT ONCE
4" MIN.
18" MIN.
LAP FABRIC 6" MIN.
& FOLD AT JOINTS
16"
2 x2" MIN.
WOODEN STAKE
10' 0. C. MAX.
SILT STOP FENCE
M/RAFI 1OOX OR EQUAL
A TTACH TO STAKE PER
MANUFACTURERS
RECOMMENDA 77ONS
DITCH TO BE CUT EN7IREL Y
ALONG LENGTH OF SILT
FENCING
r1 nW
FA
CONSTRUCTION SEQUENCE NOTES:
1. REMOVE SOD/TOPSOIL FROM COURT AREA AND STOCKPILE
2. EXCAVATE TO SUBGRADE AND COMPACT SOIL
3. GRADE SITE TO DRAIN TO STORMWATER DEPRESSION
4. RELOCATE (2) TREES AS NOTED ON PLAN
5. PAVE PICKLEBALL COURT
6. INSTALL FENCING
7. TOPSOIL AND SEED ALL DISTURBED AREAS
x4i310
CONCRETE FOOTING T SITE LOCATION
LANDS N/F NOTES:
THOMAS FRANCIS REVOC. a GRAVEL
.err» LANDS N F
VI TRUST
f 1. LIVING BASE MAPPI
NG PREPARED
ED FROM A MAY
2023 FIELD SURVEY AND
COVERAGE STATISTICS
EXISTING
PROPOSED
BUILDINGS:
2,546 SF
3.2%
2,546 SF
3.2%
GRAVEL:
4,559 SF
5.7%
4,559 SF
5.7%
PAVEMENT:
0 SF
0%
1,891 SF
2.3%
GREEN SPACE: 75% MIN.
73,026 SF
91.1%
71,135 SF
88.8%
TOTAL
80,131
SF (1.84 ACRES)
100%
77MEINFILTO DRAIN.ARON APACI0.21T DA YSSi CF/HOUR \`9E•
�� T - y
LANDS N/F x 4 I GgTE w 998f SF FOOTPRINT
THOMAS FRANCIS REVOC. / Sir- \dl FFE=411.29 BENCHMARK
I aoa.s \ \ \ \� \� \ \ \ RAILROAD SPIKE IN
LIVING TRUST ti^
\ �' \ \ \ UTILITY POLE
T.M.# 239.18-1-13 0/ "PINE + WELL \`` \ \ \ \
o I \ \
EL
EV=406.01
/ 12" POPLAR 4" PINE \ /
FRI
€ �.
. , x, `'• O 7.•�\ skii
I 1 1-1
BENCHMARK
RAILROAD SPIKE IN
UTILITY POLE
ELEV= 416.00
� i r
a
4,
PROPERTY'
OWNERS
ZONING: RR-5A RURAL RESIDENTIAL
REQUIRED:
PROVIDED:
LOT SIZE: 5 ACRES MIN.
1.84 ACRES
LOT WIDTH: 400' MIN.
559.36'
WATER FRONTAGE: 200' MIN.
N/A
AREA FOR CLUSTERING: 25 ACRES MIN.
N/A
PERMEABLE AREA: 75% MIN.
89%
BLDG. HEIGHT: 40' MAX. (35' MAX IN ADK PARK)
20'
SETBACKS:
FRONT: 100'
46' (ROUTE 9L), 54' (LOCKHART LOOP)
SIDE: 75'
N/A
REAR: 100'
N/A
SHORELINE: 75'
N/A
I" UUMMU I W AbrML I
SEE NOTE #1 g; SURFACE COURSE, TYPE 7 J A M E S S. D E N OOY E R
2' COMPACTED ASPHALT
SECTION o 0 0 0 o LEVELING COURSE, TYPE 19 LOCKHART LOOP
a NET POST SET IN SLEEVE
,a
CONCRETE FOOTING
.a
PLAN
NET POST FOOTING DETAIL
NO SCALE
6" CRUSHER RUN, TYPE 2
0 0 0 0 o FILTER FABRIC
MIRAFI 50OX
COMPACTED SUBGRADE
COURT SURFACE DETAIL
NO SCALE
z CJ
o �
Of
c5JOSEM J. -BIANCHINE, P.E.
z N.Y.S. LICENSE NO. 50226
TOWN OF QUEENSBURY I COUNTY OF WARREN
STATE OF NEW YORK
ENGINEERS
SURVEYORS
411 Union Street Schenectady, N.Y. 12305
518-377-0315 Fox.518-377-0379
www.abdeng.com
ATE: SCALE: DWG. SHEET OF
MAY 23, 2023 1 ' = 20' 5606A—S1 1 1