Neighborhood map WASTEWATER SYSTEM DESIGN
3—BEDROOM RESIDENCE & 5 DOCK RENTAL SLIPS '
,y
(DESIGN TO 4—BEDROOM) _
WATER SAVING FIXTURES
(1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS)
REPLACE AS NECESSARY
DESIGN FLOW — 110 GPD/BEDROOM f-• aa,a, R i '
3 BR ® 110 GPD/BR = 330 GPD
5 DOCK SUPS 0 8 GPD11bOCK SLIP = 40 GPD
(8 GPDIBOAT WITH 1.6 GPF TOILETS PER LAKE
GEORGE PARK COMMISSION) I s
TOTAL SYSTEM DESIGN FLOW = 370 GPD
/ DESIGN TO 4—BEDROOM = 440 GPD I'
SEPTIC TANK — 1,250 GAL PRECAST CONCRETE
PUMP STATION — 1000 GAL PRECAST CONCRETE
I W/SIMPLEX PUMP
APPLICATION RATE: .95 GPD/SF, BASED ON 1-5 MIN/IN i
PERCOLATION RATE
I ABSORPTION BED AREA REQ'D = (440 GPD)/(.95 GPD/SF)
= 464 SF SITE LOCATION LOCATION MAP
I ABSORPTION BED AREA PROVIDED = 15 x31' = 465 SF
I POTABLE WATER SUPPLY TO BE EXISTING LAKE GEORGE SUPPLY ,e
_ kmv.°aas
— MAINTAIN 10' SETBACK TO WATER LINE FROM ALL
WASTEWATER SYSTEM COMPONENTS °tea
PARKING SCHEDULE
o�
n F.hcop
FOR BOATS IN EXCESS OF 25' IN LENGTH, 3 SPACES MAY BE
I
N 88°08'00"E PROVIDED FOR EVERY TWO BERTHED, ROUNDED UP TO THE NEXT °u n
I
p SPACE REQUIRED. FOR EXAMPLE
7.86' I A lrontlatl[:.,
1 VESSEL REQUIRES 2 SPACES „k =
/ RECENTLY INSTALLED ABSORPTION = _
FIELD.INSTALLED OCTOBER 2016 2 VESSELS REQUIRES 3 SPACES
TN.
N 00°19'11"E — — —� — — — — — — S 88°08'00"E a-,
202.13' I 3 VESSELS REQUIRES 5 SPACES "'" —n,
16.46' —
— — — — — — — N 4 VESSELS REQUIRES 6 SPACES
SLIP 5 I I
�� 5 VESSELS REQUIRES 8 SPACES
DOCK I I +l 0 6 VESSELS REQUIRES 9 SPACES
D ' I
_______ I m 5 VESSELS = 8 SPACES REQUIRED °sem
0
IN aeai.�Fair rq�ma
N o2°29'42"w I y I 8 SPACES PROVIDED u
a g_„
29.31
SITE DEVELOPMENT DATA
SLIP 3 I M LEAK-PROOF GARBAGE AND L J 65' SITE LOCATION r
I o I RECYCLING BINS INSIDE I Q 0.611-ACRES/ NEIGHBORHOOD MAP
co BOATHOUSE LOT AREA:
26,615.16 SF
I
1 N 03°17'31"E3 1 I EXISTING IMPERVIOUS
I I Q0\01 E" AREAS
BOAT 23.84 TOP OF 12 S�Gc��y I
HOUSE LEDGE rJ HOUSE 1,373 SF ZONING REQUIREMENTS FLOOR AREA RATIO
I 1 I ���� ` H
I I z O+I'd, ` I Q PORCH 387 SF ZONE- WR (WATERFRONT RESIDENTIAL) ZONE- WR (WATERFRONT RESIDENTIAL)
SLIP 1 13 Q ti 190
pIMAXIMUM FLOOR AREA RATIO - 0.611
�5l *0 I - � DRIVE 1,048 SF FRONT SETBACK-30' PARCEL AREA - 26 615.16 SF
a N 88°08'00"W
w 30.00' SHED 204 SF SIDE SETBACKS-20' '
SLIP 2 1 co I IJ DECK 184 SF MAXIMUM FLOOR AREA RATIO-0.22 TOTAL ALLOWABLE FLOOR AREA
N 06°52'17"E 1 I 1 NG I042p, MINIMUM PERCENT PERMEABLE- 75% - -
® G ISTI v spq� pqR - 26,615.16 SF x 0.22 - 5,855 SF
22.55' I i \ I Q0� E DgIVE OCA_ jFOR�jN I STAIRS 146 SF
FIRST FLOOR AREA = 1,373 SF
'®1 wVVI �� 95' ENCLOSED PORCH = 387 SF
TOTAL IMPERVIOUS 3,342 SF
01
N 88'0810011
1,760 SF
W w w ti ��0�0� FORP�!'�rNG 1 ® PERCENT IMPERVIOUS 12.56% TOTAL FLOOR AREA =
I CI SP
PARKING
t� / jFSgNTCF9 0
EXISTING WATER SUPPLY I ( St1E� PERMEABILITY 87.44/o
LINE FROM LAKE GEORGE 21' I SPACES FOR I�
I OWNERS
LA / 1
1 SITE SETBACKS
\J JEJ 1 i DRAINAGE 9 Q0
1 CHANNEL: P I N
��(J- EJ (` R� (-J EJ I o RE UIRED EXISTING
� j"'�� 16' / `� FOR WR ZONE HOUSE
FRONT 1 30' 21'
EXIST.STAIRS: ;7 88707'00" V /— — 18 — — — — —
i NORTH SIDE 20' 65'
® SOUTH SIDE 20' 16'
�j FRONT 2 30' 95'
ESS PRINT'
P RO G R O N LYS
�
FOR REVIEW ION
SITE PLAN - MARINA APPLICATION NOT ONST
FOR C R�CT
SCALE: 1"=20'
TAX MAP # 227.18-1-42
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
0 ISSUED FOR SPECIAL USE PERMIT XX/XX/16
No. Revisions Date
SITE PLAN - MARINA APPLICATION
prepared for:
Ann K. Storandt Revocable Trust
MAP REFERENCE
Dig OSafely. 63 Hanneford Road
New4York BASE MAP INFORMATION FROM "MAP OF Town of Queensbury, Warren County, NY
❑Call Before You Dig SURVEY OF LANDS TO BE CONVEYED TO
❑Wait The Required Time ANN K. STORANDT AS TRUSTEE OF THE ANN
❑Confirm Utility Response K. STORANDT REVOCABLE TRUST," SITUATED Drawn: JRS Checked: GTH Scale: NOTED Date: 10/26/2016
❑Respect The Marks IN THE TOWN OF QUEENSBURY, WARREN 169 Havilond Road
❑Dig With Care
COUNTY, NEW YORK. PREPARED BY W.J. Queensbury, NY 12804
800-962-7962 ROURKE, ASSOCIATES. DATED MARCH 7, 29945-02
www.digsafelynewyork.com (518) 745-0307 Phone
2007. Hutchins Engineering (518) 745-0308 Fax