scan003SITE DEVELOPMENT DATA
TOTAL PARCEL AREA
9.24 AC = 402,600 SF
EXISTING
ADDITIONS
TOTAL
HOUSES
2000 SF
11,750 SF
13,750 SF
DRIVES
32,000 SF
(14,700 SF)
17,300 SF
PRIVATE ROAD
----
11,220 SF
11,220 SF
- 4 -BEDROOM SIZING
C.
EFFLUENT SEWER
4" SDR -35 OR SCH-40 PVC
TOTAL IMPERVIOUS
34,000 SF
8270 SF
42,270 SF
PERCENT IMPERVIOUS
8.45%
2.05%
10.5%
PERMEABILITY
91.55%
(2.05%)
89.5%
i
30'
e
LOT 4 \
41r/ r \
C� \ `�\
AREA VARIANCES REQUIRED
§ 179-3-040 MDR:
ROAD FRONTAGE: 100 -FT REQUIRED
PROPOSED: LOTS 3,4,5 - 0 -FT UPON A PUBLIC ROAD
100 -FT OF RELIEF REQUESTED FOR LOTS 3, 4, 5
§ 179-4-050 FRONTAGE ON PUBLIC OR PRIVATE STREETS:
ALL LOTS TO BE ACCESSED VIA NEW PRIVATE ROAD
§ 183-26 DENSITY.
"USABLE" DENSITY. 8.6 -AC
4.3 -LOTS ALLOWED BY DENSITY CALCULATION
5 -LOTS PROPOSED - 10 "USABLE" ACRES REQUIRED
1.4 AC OF DENSITY RELIEF REQUESTED
SUBDIVISION DENSITY CALCULATIONS
QUEENSBURY ZONING
MDR
(2 ACRE W/ON-SITE WASTEWATER)
TOTAL AREA
9.24 - ACRES
ROAD & S/W EASEMENT AREA
0.64 - ACRES
USABLE DENSITY ACREAGE
8.6 - ACRES
A
HOUSE SEWER PIPE
TOTAL NUMBER OF ALLOWABLE LOTS
4.3 - LOTS
TOTAL PROPOSED NUMBER OF LOTS
5 - LOTS
PROPOSED LOT SIZES
1.37 - 2.02 - ACRES
ZONING SUMMARY
ZONE - MDR (MODERATE DENSITY RESIDENTIAL)
MINIMUM LOT SIZE - 2 ACRE PER DWELLING
FRONT SETBACK - 30' (75' TRAVEL CORRIDOR - CORINTH RD)
SIDE SETBACKS - 25'
REAR SETBACK - 30'
SHORELINE/STREAM/WETLAND SETBACK - 75'
AVERAGE LOT WIDTH - 100'
ROAD FRONTAGE - 100'
MAXIMUM BUILDING HEIGHT - 40'
MINIMUM PERCENT PERMEABLE - 50%
WASTEWATER SYSTEM
COMPONENT SCHEDULE
SITE PLAN
COMPONENT
SIZING & MATERIAL
WITNESSED BY: THE CHAZEN COMPANIES
SYMBOL
ROOTS TO 96"
0-9" TOPSOIL
A
HOUSE SEWER PIPE
4" SDR -35 OR SCH-40 PVC
B
SEPTIC TANK
1250 GAL PRECAST CONCRETE
TP -2:
4/28/2015 BY T. HUTCHWS, P.E.
- 4 -BEDROOM SIZING
C.
EFFLUENT SEWER
4" SDR -35 OR SCH-40 PVC
0-12"
PIPE
NO EVIDENCE OF GROUNDWATER
D
DISTRIBUTION BOX
(6) HOLE PRECAST CONCRETE
E
ABSORPTION FIELD
(4) PIPE -IN -STONE TRENCHES @
NO EVIDENCE OF GROUNDWATER
50' EACH - 4 -BEDROOM SIZING
z
� TP -4 � 1 ` ` h \W F \ \�� \R`F , J
ASP. D/W �� f _1 PT -3 \ LOT �
w f \ \ \
151 -G i3`EgRS
PT -2 \ .I+\ TP -3A
r
ASP. D/W V' N
CP
rn
Ln
" 3 PROP. CURB BOX
PROP. 18'W EMERGENCY ` F \ \� I n \ i o
`SID `� ACCESS TURN -AROUND, £ & INDIVIDUAL LOT oo%� 1 \ \ \ \ \ J 8 A
gy�pp.. WATERSUPPLY
°
E (TYPICAL EA. LOT)
`FTggOK ASPHALT PAVEMENT SURFACED, ` F \ ; I I J /
50't LENGTH - \ ' J
30' FRONT /
/ jj"��SETBACK�- �, i' I PROP. SUBSURFACE
LOT V DESIGELECN
BY NAT. PLY,GRZ E 4, /
`` £ DESIGN 8Y NAT. GRID
TP-5A i �� e - PT -4
PROP. CURB 80` F E E ....... ......
f i & MOMOUAL LOT A, p ..........., I f
\ i i WATER SUPPLY ! :.'.'::: / / 3>
/ w F (TYPICAL EA. LOT) `� .."�- .......................... F ASP. D W
.............
......................
................
Op
\ ` ��'::......:. • • !.. ..'.'.'..'...'....................................... ......... ....:.::'::: o: TP -1A
L _�__-______ i
` F PROP. SUBSURFACE ................. ................... \�
� _^ HOUSE ELECTRICAL SUPPLY, -�'s .�� wE �"' w w k ..::.... .... .... .....:::::........ �� w w w :. TP -7
\\ (TYPICAL EA. LOT) �- . W�-� w .� \` .. ..':::: " /NN
R/•\� \
A E �, E w �.' ::.. ...: -.... Vt `w.. EXIST. 24"
�► _ ..
�� _- �., -�. ` WATER MAINE
i c - - - _ ASP. D/W w w w :.:� 3/ P K `
_ . .
PROP. 18'W PRIVATE ROAD, \ �\ a/ / PROP. INRLTRATION
ASPHALT PAVEMENT SURFACED, % �\ F TRENCH `
y. PROP. 12" HDPE / Q.
500 t LENGTH �� \ /
`�. R RE /'.':::: ........ ... CULVERT /
m ....... ... ; /'
HYDRANr ' PROP. CURB BOX
:� .. .. & INDIVIDUAL Lor
TP -1 / n I } e9 .. + WATER SUPPLY
' `m% �• I / i/ /n /n PT -5 ' \ (rrPrcal EA Ion
_ B I / / S/W PRETREATMENT �;/ % / l/ o
SITE SOILS DATA i i — ;� A� / j :::.
////
DEEP HOLE TEST PITS: PROP• INFILTRATIO — , �/ / F
TP -1.: 4/28/2015 BY T. HUTCHINS, P.E.
WITNESSED BY. THE CHAZEN COMPANIES
0-12" TOPSOIL
12"-42"
REDDISH BROWN LOAMY FINE SAND
TP -5 : 4/28/2015 BY T. HUTCHINS, P.E.
42-140"
VERY LIGHT MEDIUM & COARSE SAND
WITNESSED BY: THE CHAZEN COMPANIES
= 180 INCHES PER HOUR
ROOTS TO 96"
0-9" TOPSOIL
PT -4 : 8/7/2017 BY HUTCHINS ENGINEERING
NO MOTTLING
9-24" REDDISH BROWN LOAMY FINE SAND
PT -1 : 9/15/2016 BY HUTCHINS ENGINEERING
NO EVIDENCE OF GROUNDWATER
24-48" LIGHT BROWN FINE & MEDIUM SAND
TP -2:
4/28/2015 BY T. HUTCHWS, P.E.
48-96" LIGHT BROWN COARSE SAND
WITNESSED
BY. THE CHAZEN COMPANIES
ROOTS ENTIRE DEPTH
0-12"
TOPSOIL
NO EVIDENCE OF GROUNDWATER
12-30"
REDDISH BROWN LOAMY FINE SAND
TP -6 : 4/28/2015 BY T. HUTCHINS, P.E.
30-118"
LIGHT BROWN MEDIUM & COARSE SAND
WITNESSED BY: THE CHAZEN COMPANIES
NO EVIDENCE OF GROUNDWATER
0-14" TOPSOIL
TP -3:
4/28/2015 BY T. HUTCHINS, P.E.
14-33" REDDISH BROWN FINE SAND WITH SILT
WITNESSED
BY. THE CHAZEN COMPANIES
33-96" LIGHT BROWN COARSE SAND
0-12"
TOPSOIL
NO EVIDENCE OF GROUNDWATER
12-64"
REDDISH BROWN FINE SAND
TP -7 : 4/28/2015 BY T. HUTCHINS, P.E.
64-128"
MEDIUM -BROWN MEDIUM & COARSE SAND
WITNESSED BY. THE CHAZEN COMPANIES
20-32"
ROOTS TO 116"
0-20" TOPSOIL
LIGHT BROWN COARSE SAND
NO EVIDENCE OF GROUNDWATER IN 4 DAYS
20-52" REDISH BROWN FINE SAND
TP -4.:
4/28/2015 BY T. HUTCHINS, P.E.
52-120" LIGHT BROWN MEDIUM & COARSE SAND
WITNESSED
BY. THE CHAZEN COMPANIES
ROOTS ENTIRE DEPTH
0-14"
TOPSOIL
NO EVIDENCE OF GROUNDWATER
14-34"
MEDIUM BROWN SILTY FINE SAND
34-84"
LIGHT BROWN COARSE SAND
NO EVIDENCE OF GROUNDWATER
INFILTRATION TEST:
PT -2 : 8/7/2017 BY HUTCHINS ENGINEERING
IT -1 : 9/15/2016 BY HUTCHINS ENGINEERING
STABILIZED PERCOLATION RATE: 46 SECONDS PER INCH
STABILIZED RATE: 24 -INCHES IN 8 MINUTES
PT -3 : 8/7/2017 BY HUTCHINS ENGINEERING
= 180 INCHES PER HOUR
STABILIZED PERCOLATION RATE: 52 SECONDS PER INCH
TP -2A:
PT -4 : 8/7/2017 BY HUTCHINS ENGINEERING
PERCOLATION TESTS:
STABILIZED PERCOLATION RATE: 26 SECONDS PER INCH
PT -1 : 9/15/2016 BY HUTCHINS ENGINEERING
PT -5 : 8/7/2017 BY HUTCHINS ENGINEERING
STABILIZED PERCOLATION RATE: 30 SECONDS PER INCH
STABILIZED PERCOLATION RATE: 38 SECONDS PER INCH
Dig Safely,
New/York
18 Cali Before You Dig THIS SET OF DRAWINGS IS ISSUED FOR THE CONSTRUCTION OF THE MAIN ROAD AND ASSOCIATED
E Wait The Required Time GRADING & DRAINAGE & STORMWATER MANAGEMENT SYSTEMS. DETAILED ARCHITECTURAL LAYOUTS
■ Confirm Utility Response OF THE INDIVIDUAL RESIDENCES HAVE NOT BEEN COMPLETED, GRADING & STORMWATER
■ Respect The Marks MANAGEMENT SYSTEMS FOR THE RESPECTIVE LOTS ARE CONCEPTUAL IN DESIGN AND ARE TYPICAL
Dig With Care
800-962■7962 FOR THE FOOTPRINTS SHOWN. IT IS RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNER/BUILDER TO
www.digsafelynewyork.com OBTAIN THE NECESSARY APPROVALS AND PERMITS FOR THEIR RESPECTIVE DESIGNS.
TEST PITS:
TP -IA : 4/27/2017 BY T. HUTCHINS, P.E.
WITNESSED BY. NYSDOH-KEVIN KENYON
0-8"
TOPSOIL
8"-28"
REDDISH BROWN FINE SAND
28-58"
MEDIUM BROWN COARSE SAND
SEPTIC TANK
NO EVIDENCE OF GROUNDWATER
TP -2A:
4/27/2017 BY T. HUTCHINS, P.E.
WITNESSED BY. NYSDOH-KEVIN KENYON
0-11"
TOPSOIL
11-23"
REDDISH BROWN FINE & MEDIUM SAND WITH
100'
TRACE SILT
23-37"
MEDIUM BROWN FINE & MEDIUM SAND
37-68"
MEDIUM BROWN MEDIUM & COARSE SAND
TP -3A:
4/27/2017 BY T. HUTCHINS, P.E.
WITNESSED BY. NYSDOH-KEVIN KENYON
0-9"
TOPSOIL
9-21"
REDDISH BROWN FINE SAND
21-57"
LIGHT BROWN MEDIUM & COARSE SAND
NO EVIDENCE OF GROUNDWATER
TP -4A :
4/27/2017 BY T HUTCHINS, P.E.
WITNESSED BY.• NYSDOH-KEVIN KENYON
0-12"
TOPSOIL
12-21"
MEDIUM BROWN FINE SAND WITH SOME SILT
21-57"
LIGHT BROWN MEDIUM & COARSE SAND
TP -5A :
4/27/2017 BY T. HUTCHINS, P.E.
WITNESSED BY NYSDOH-KEVIN KENYON
0-11"
TOPSOIL
11-20"
YELLOW-BROWN LOAMY FINE SAND
20-32"
LIGHT BROWN FINE & MEDIUM SAND
32-66"
LIGHT BROWN COARSE SAND
TRENCH l / A
\ S/W PRETREATMENTPA O
V
ASP. D/W •''� ` \ _ PROP.6"D.I.P. / 9%%�% >d
f i C WATER MAIN 3\
L072 V �/ // :. _ y:.::':'::'':.. `
PROP. accEss, urum � �� �::.�.::.�:::.'. PT..!(
& MAINTENANCE EASEMENT PROP. 18'W EMERGENCY
ACCESS TURN -AROUND,
ASPHALT PAVEMENT SURFACED, _ i 'O �. L1 \� \ ''•' 1 E / 9i >B"/U✓ 39957"
601t LENGTH i l i i T` y \ &
/ S\
.3p' RE'gR SEijBq� i �� J�� .:•:/:•::�:::.' X
$/W PRETREATMENT
SUBDIVISION LAYOUT PLAN i i _ i �' �'�` TRENCH
SCALE: 1"=40' — 22/34
SCALE: 1"=80' — 11/17
GRAPHIC SCALE /
10 0 5 10 20 40 /
WASTEWATER SYSTEM SETBACK SCHEDULE
REVISED PER DOH COMMENTS — RE—ISSUED TO NYSDOH
PROPERTY LINE
HOUSE
DRAINAGE DITCH
WATERBODIES
SEPTIC TANK
10'
10'
10'
50'
ABSORPTION FIELD
(TOE OF FILL)
10'
20'
20'
100'
;_11k: sr�rri >� >r rvricz�sv� ry " 39J 9�
( IN FEET )
TAX MAP # 308.18-1-1
NYSDOH CONDITIONS OF APPROVAL
A. THAT THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE COLLECTION AND/OR TREATMENT SHALL BE INSTALLED IN
CONFORMITY WITH SAID PLANS.
B. THAT NO LOT OR REMAINING LAND SHALL BE SUBDIVIDED WITHOUT PLANS FOR SUCH RESUBDIVISION BEING SUBMITTED TO AND
APPROVED BY THE NEW YORK STATE DEPARTMENT OF HEALTH (NYSDOH).
C. THAT THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH WATER SUPPLY AND/OR SEWAGE TREATMENT
FACILITIES WERE INSTALLED WITH A REPRODUCTION OF THE APPROVED PLANS AND AN ACCURATE AS -BUILT PLAN DEPICTING
ALL INSTALLED SANITARY FACILITIES.
D. THAT THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH THERE WAS NO WATER SUPPLY AND/OR SEWAGE
TREATMENT FACILITIES INSTALLED WITH A REPRODUCTION OF THE APPROVED PLANS AND SHALL NOTIFY THE PURCHASER OF THE
NECESSITY OF INSTALLING SUCH FACILITIES IN ACCORDANCE WITH THE APPROVED PLANS.
E. THAT THE SANITARY FACILITIES ON THESE LOTS SHALL BE INSPECTED FOR COMPLIANCE WITH THE APPROVED PLANS AT THE
71ME OF CONSTRUCTION BY A P.E„ R.A., OR EXEMPT L.L.S. AND WRITTEN CERTIFICATION TO THAT EFFECT SHALL BE SUBMITTED
TO THE NYSDOH AND THE TOWN OF QUEENSBURY BUILDING CODE ENFORCEMENT OFFICER WITHIN 30 -DAYS AND PRIOR TO
OCCUPANCY.
F. THAT INDIVIDUAL WELLS AND SEWAGE TREATMENT SYSTEMS SHALL NO LONGER BE CONSTRUCTED OR USED FOR HOUSEHOLD
DOMES77C PURPOSES WHEN PUBLIC FACILITIES BECOME AVAILABLE CONNECTION TO THE PUBLIC SEWERAGE SYSTEM IS REQUIRED
WITHIN ONE YEAR OF THE SYSTEM(S) BECOMING AVAILABLE.
G. THAT PLAN APPROVAL IS LIMITED TO 5 -YEARS AND SHALL EXPIRE ON
TIME EXTENSIONS FOR PLAN APPROVAL MAY BE GRANTED BY THE NYSDOH BASED UPON DEVELOPMENT FACTS AND THE REALTY
SUBDIVISION REGULATIONS IN EFFECT AT THAT TIME. A NEW PLAN SUBMISSION MAY BE REQUIRED TO OBTAIN A TIME EXTENSION.
H. THAT THE APPROVED PLANS MUST BE FILED WITH THE WARREN COUNTY CLERK PRIOR TO OFFERING LOTS FOR SALE AND WITHIN
90 -DAYS OF THE DATE OF PLAN APPROVAL.
I. THAT ALL LOCAL AND STATE AGENCY RULES AND REGULA71ONS SHALL BE COMPLIED WITH.
NEW YORK STATE DEPARTMENT OF HEALTH
Glens Falls District Office
Refer to first sheet for approved date and signature.
FILED
Warren County Clerk
September 11, 2017
Instrument No. 2017-3000081
MAP REFERENCE
"MAP OF PROPOSED 5 LOT SUBDIVISION OF
LANDS OF MAURICE H. COMBS" DATED
10/16/16, BY WILLIAM M. CURRAN,
GANSEVOORT, NY.
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
5
REVISED PER DOH COMMENTS — RE—ISSUED TO NYSDOH
8/10/17
4
ADDED APPROVAL RESOLUTIONS — ISSUED TO NYSDOH
4/11/17
3
ISSUED FOR PRELIMINARY & FINAL SUBDIVISION
9/15/16
2
REVISED TO 5—LOTS, ISSUED FOR AREA VARIANCE
7/15/16
1
ISSUED FOR PRELIMINARY SUBDIVISION & AREA VARIANCE
2/16/15
0
ISSUED TO PLANNING BOARD — DISCUSSION ITEM
10/15/14
No.
Revisions
Date
SUBDIVISION LAYOUT & UTILITY PLAN
prepared for:
Maurice H. Combs
636 Corinth Road
Town of Queensbury, Warren County, NY
Drawn: LWD
Checked: GTH
Scale: 1"=40'
Date:
10/8/14
169 Haviland Road
Queensbury, NY 12804
29832-01-52
y
Hutchins Engineering (518) 745-0307 Phone
g g 518
745-0308 Fax