Application_MapsSITE SOILS DATA WASTEWATER SYSTEM DESIGN \
TEST PIT 1 - 12105113 BY T. HUTCHINS, P.E. 4 BEDROOM RESIDENCE
t WATER SAVING FIXTURES -.
� 0 -10" - TOPSOIL
(L6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS
10 -20'- MEDIUM BROWN SILT LOAM ) � 1 r
20 -48 OLIVE BROWN SILT LOAM DESIGN FLOW - 110 GPD /BEDROOM u i
" SYSTEM DESIGN FLOW - 440 GPD
WINCOMA DRIVE
MOTTLING AT 19 ROOTS AT 21" SEPTIC TANK - 1250 GAL PRECAST CONCRETE s
GROUNDWATER AT 48"
98— — S
-- — — _ _ _ _" �- _ LEACH FIELD PRESBY ABSORPTION TRENCH
dg 9. —
BOUNDARY CONDITION AT 19" _ _
SO E
BO DESIGN PERCOLATION RATE 16 20 MIN /IN
96-- �� - 12/05/13 BY T. HUTCHINS, P.E. 4' WIDE TRENCH LENGTH REQUIRED = 105 LF
PROP, EFFLUENT SEWER 34 LF �"�` B - - -- - 100 TEST PIT 2 H N
94 — 3�� — 1 PP��,° — -- 0 -13" - TOPSOIL (PER PRESBY INSTALLATION MANUAL)
/a atr
PROP. HOU.0 INV. 2 JkLF 13 -36 "- REDDISH BROWN SILT LOAM TWO ROWS OF AES PIPE LATERALS REQUIRED PER TRENCH ie
INV, 1 = 94.6 INV. 2 = 90.2 00/ L PROP. 1250 GAL — a �
tiy\ PRECAST CONCRETE ° °` PROP.
= 95.0 INV. 2= 94.8
/ SEPTIC TANK °' \ 36 -50 "- OLIVE BROWN SILT LOAM LENGTH OF AES PROVIDED = 4 ROWS 0 55 LF
P,.
Nzq ° -z8'E
- - - - - - - - - - _ 220 LF TOTAL TO BE PROVIDED
z0o.o NEIGHBORING
MOTTLING AT 31 " ROOTS AT 30"
- ` WASTEWATER SYSTEM t POTABLE WATER SUPPLY TO BE ON -SITE WELL
REF *°xo .x.slelwjwi 4 �4 - - - - - - - _ BOUNDARY CONDITION AT 30"
p °= - - - - - - PER TOWN OFQBY (MAINTAIN 100' SEPARATION FROM WELL TO ABS. FIELD)
- - �� , -- ° - PERCOLATION TESTS - 5113114 BY HUTCHINS ENG. ,
91— NV" p�E .- �'°FTg / �,p \ m BUILDING DEPARTMENT - 92 - 96 q� % °` - _ _ - REcoRO SK6rcti = _ _ PT -1 - STABILIZED PERCOLATION RATE, 91 �. 6v° -set 4 ` Iool MIN. 43'7 / - oW/W _ 16 MINUTES 50 SECONDS PER INCH SEfBA� - � ro1�itTdtsL= SYSTEM INSTALLATION NOTES30' FRONT SETBACK '? (BLDD CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S.
9o— — — — °�` 9 PORCH 100.9± DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF PROP. 4" PVC MANIFOLD . S I I I s P' — = THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. a L 95 PIPING &VENT I I PROPOSED �..� NEIGHBORING � a, HOUSE t SYSTEM TO BE INSTALLED IN ACCORDANCE WITH PRODUCT DESIGN AND INSTALLATION MANUAL, PROP. ABSORPTION TRENCHES £I I / I SINGLE FAMILY TP -1 N STATE AND LOCAL REGULATIONS. FOR PRODUCT INFORMATION OR THE NEAREST DEALER CONTACT ad A:e WITHPRESBYADVANCED 3 I m PRESBY ENVIRONMENTAL, INC. 143 AIRPORT ROAD, WHITEFIELD, NH 03598, PHONE 1- 800 - 473 -5298
RESIDENCE w \ ENVIRO- SEPTIC® TREATMENT °' I LT- 1 o ±B -B \ \ WWW.PRESBYENVIRONMENTAL.COM SYSTEM LATERALS q I I BF 91± FF 101-1- - " �' yP INSTALL EROSI CONTROL 0 (z) 4' WIDE TRENCHESAT 56' EACH, o N I 1 SF 111± 90 / 93 BLANKETS ON 1V:3W FILL SLOPES AFTER EXCAVATION OF TRENCHES TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH LOCATION MA
WITH (2) 55' PRESBY ROWS PER TRENCH �^ a' I/ I I \ i / %� B 11 NORTH AMERICAN GREEN S75BN I I TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH.
BOTTOM OF SAND = 89.5 I I II I '� /,A y9 �"� - _ OR EQUAL
INV. LATERALS = 90.0 II PLACEMENT OF PRESBY SYSTEM SAND, PRESBY ENVIRO- SEPTIC® PIPE AND FILTER FABRIC SHALL BE
a l I I q 93 DECK tll i N
LOT59 II a I I .:E I ' AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WATERTIGHT COVER
LANDS OF I I p
II — — WASTE MATERIAL IN THE PIPE.
TOWN OF QUEENSBURY
99 MINIMUM OF 6" OF MEDIUM TO COARSE SAND, KITH LESS THAN 2% PASSING A # 200 SIEVE,
9U , WIREQUIRED AROUND CIRCUMFERENCE OF ADVANCED ENWRO— SEPTIC PIPES. (SEE DESIGN AND 5' MINIMUM COVER 18" MIN
*'�4',�r4, 9a ` i /�/ T v", -o' INSTALLATION MANUAL FOR COMPLETE SAND AND FILL SPECIFICATIONS.
RAISED CONNECTION Zoo' AREA � L S ACE A -1 ° p )
92 Y , / P'� itT / \ O N LOT 58 F
a OS b B -s/ T/ I n 1 LANDS OF THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES — PQR 7
I 90 �e4or a ''E " 90 / ' \ STOCKWELL WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS.
o —� F iN Sh GRAVE
gH' I L-PT57 � ' F zLmti ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY
I I 9• 5 e � TO HOUSE
s I PARC&ACREAGE sFp H'bT(4 / pm FROM THE DISPOSAL FIELD.
sl� 440; NO (10' MIN)
Z ),148 (� I �PITLESS ADAPTER
N o II _ AC Se Ala ' DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED.
I I sF sF ., ..+' sr — SF —�- sF ' n
o I
SF SF SF SF SF I A 2" ANNULUS OF N
w GROUT PROP. SEDIMENT CONTROL CEMENT OR j
c N I � I THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMODATE
BENTONITI GROUT IS REQUIRED.
I o£ I re -4 _ — n- FENCEaTLIMTTOF / EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR REFER TO CITED PUBLICATION FOR SEAL CASING TO BEDROCK
Is I � /I \ WETLAND DISTURBANCE GARBAGE GRINDERS. MINIMUM REQUIRED DEPTH OF GROUT 50' MIN. CASING
til3 , \ PROP. SEDIMENT
CONTROL FENCE ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE
/ \ WASTEWATER SYSTEM. mmomw
PROP. LzmITOF- r _ ( _-
mss. PROTECT DISTURBANCE 0,SOO SF \ ag ` �- I / \ ' i ~ - R ADVISED TO CONTACT DIG SAFELY NEW YORK PRIOR TO CJNS iRuGS1GlY� -..
\ - WATER SUPPLY WELLS SHALL BE I
- 1 WASTEWATER VARIANCE WASTEWATER SYSTEM FILL MATERIAL NOTES CONSTRUCTED IN ACCORDANCE WITH
/ I I THE STANDARDS OF APPENDIX 5 -3
SUMMARY AFTER REMOVING ORGANICS AND TOPSOIL, PLACE SYSTEM FILL OVER THE ENTIRE AREA OF PROPOSED OF THE NYS SANITARY CODE SUBMERSIBLE PUMP
\ % °
8 -3 ABSORPTION BED AND TAPER AREA.
dA -5
WETLAND SETBACK
"ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR
100' REQUIRED
/ n SANDY LOAMY GRAVEL WITH IN -PLACE PERCOLATION RATE OF 2 -5 MIN /INCH AND NO ORGANICS OR
85.6' PROPOSED OBJECTS OVER 3" IN SIZE. LESS THAN 10% BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST
I ' 14.4' RELIEF REQUESTED 257 OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN
_ I AREA VARIANCE SUMMARY 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 112" SIEVE. Lj
/ I ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 2 -FEET WELL DETAIL
LOCATED BETWEEN SEASONAL HIGH GROUNDWATER AND BOTTOM OF ABSORPTION BED (30 "t BELOW EXISTING NTS
\ LOCATED ON � I SHORELINE SETBACK
/ I IB-2 \ I DECEMBER 20, 2013 §179-3-040-A.3.b.V. GRADE). ONLY SYSTEM FILL MATERIAL SHALL BE INSTALLED THROUGHOUT THE ABSORPTION BED AREA
i \ \t 75' REQUIRED
AND TAPER AREAS.
a I 40' PROPOSED - AFTER WETLAND DISTURBANCE
PRESBY SYSTEM SAND GRADATION
SIEVE
PERCENT PASSING
\
100%
ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 12" LIFTS WITH
- _
No. 8 (2.36 -mm)
/
L
\ 35' RELIEF REQUESTED
TRACKED EQUIPMENT PRIOR TO INSTALLATION OF ABSORPTION BED.
— —
— — — — — —
— — REAR SETBACK � � �
� — J
INSTALLER TO NOTIFY ENGINEER OF PROPOSED
0 -10%
No. 200 (75 -µm)
0 -2% (MUST BE OBTAINED
BY WASHING)
SEE "SYSTEM SAND GRADATION" FOR SPECIFICATIONS.
SOURCE OF SYSTEM FILL MATERIAL PRIOR TO
8.8%
169 HavilOnd Road
nd
TOPSOIL
TRANSPORTING TO SITE.
29757 -01 -S1
SEPTEMBER 6, 1985.
Hutchins Engineering (518) 745 -0307 Phone
g 9
518 745 -0308 Fax
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED, MULCH AND ESTABLISH TURF.
INSTALLER TO PROVIDE SIEVE ANALYSIS FOR PRESBY SYSTEM SAND TO DESIGN ENGINEER PRIOR TO
I
TRANSPORTING SAND TO THE SITE
MATERIAL REQUIRED TO PROVIDE COVER OF SEPTIC TANKS AND PUMP STATION MAY BE NATIVE
°
MATERIAL OR OTHER MATERIAL WHICH IS NOT NECESSARILY SYSTEM FILL.
NDARY
- S25 -Z�
AS VERIFIED DBY
BOUNDARY AS VERIFIED BY
IED HAYDEN OF NYSDEC
zoo.o
\ �
a•
WASTEWATER SYSTEM MATERIAL SPECIFICATIONS
- - -.
\
ON DECEMBER 10, 2013
HOUSE SEWER PIPE
PRESBY SYSTEM SAND GRADATION
SIEVE
PERCENT PASSING
318" (9.5 -mm)
100%
No. 4 (4.75 -mm)
95 -100%
No. 8 (2.36 -mm)
80 -100%
No. 16 (1.18 -mm)
50 -851'
No. 30 (600-pm)
25 -60%
No. 50 (300 -µm)
5 -30%
No. 100 (150 -µm)
0 -10%
No. 200 (75 -µm)
0 -2% (MUST BE OBTAINED
BY WASHING)
SITE PLAN
GRAPHIC SCALE
PIPING TO BE 4" SDR -35 OR SCH -40 PVC. INSTALL WITH 114" PER FOOT MINIMUM SLOPE.
CONTRACTOR SHALL SUBMIT SIEVE ANALYSIS TO ENGINEER
R -3 ZONE
FRONT
EFFLUENT SEWER PIPE
FOR APPROVAL PRIOR TO PLACEMENT OF SYSTEM SAND.
SCALE. 1 " =20' (22" X 3 EET) 10
0 5 10 20 40
PIPING TO BE 4" SDR -35 OR SCH -40 PVC. INSTALL WITH 118" PER FOOT MINIMUM SLOPE.
SOUTH SIDE
1"=40' (11" X 17 EET)
64'
PRESBY SYSTEM SAND
TAX MAP # 297.10 -1 -45
166.1'
SHORELINE
( IN FEET)
SEE "SYSTEM SAND GRADATION" FOR SPECIFICATIONS.
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
8.8%
169 HavilOnd Road
nd
TOPSOIL
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
29757 -01 -S1
SEPTEMBER 6, 1985.
Hutchins Engineering (518) 745 -0307 Phone
g 9
518 745 -0308 Fax
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED, MULCH AND ESTABLISH TURF.
D,ig %Safely.
New /York
® Call Before You Dig
N Waft The Required Time
11 Confirm Utility Response
® Respect The Marks
® Dig With Care
800. 962 -7962
www.digsatelynewyork.com
SITE SETBACKS
SITE PLAN
ORIGINAL SUBDIVISION
PROPOSED
R -3 ZONE
FRONT
30'
30.5'
NORTH SIDE
5' MIN, I5' TOTAL
58.8'
SOUTH SIDE
5' MIN, 15' TOTAL
64'
REAR
30'
166.1'
SHORELINE
75' (CURRENT MDR ZONING)
40' (AFTER WIL
DISTURBANCE)
.
SITE DEVELOPMENT DATA
SITE PLAN
PROPOSED TOTAL
IMPERVIOUS AREAS
HOUSE
LOTACREAGE
1.148 -AC = 50, 000 SF
WETLANDS
SEPTIC TANK
10'
HOUSE & GARAGE
2340 SF
PORCH
340 SF
DECK
345 SF
DRIVE & WALKWAY
1355 SF
Date: 7210312013
ROLLING RIDGE ESTATES," BY COULTER &
TOTAL IMPERVIOUS
4380 SF
PERCENT IMPERVIOUS 1
8.8%
PRELWINA Yi
FOR REVIEW
NOT FOR CONSTRUCTION
WASTEWATER SYSTEM SETBACK SCHEDULE
SITE PLAN
PROPERTY LINE
HOUSE
WATER WELL
WETLANDS
SEPTIC TANK
10'
10'
50'
50'
ABSORPTION FIELD
10'
20'
100'
100'
(VARIANCE REQUIRED)
0 ISSUED TO TOWN OF QUEENSBURY TOWN BOARD, P.B. & ZBA 5115114
No. REVISIONS Date
MAP REFERENCE:
SITE PLAN
"MAP OF A SURVEY OF THE LANDS OF PAUL G.
DESLAURIERS BEING LOT NO. 58 IN SECTION 4
prepared for:
OF ROLLING RIDGE ESTATES" BY CHARLES T
Paul G. DesLauriers
NACY LLS, 32 JOHN STREET QUEENSBURY, NY.
DATED DECEMBER 17, 2007, LAST REVISED:
Wincoma Drive - Lot 58 - Section 4 of Rolling Ridge Subdivision
DECEMBER 27, 2013
Town of Queensbury, Warren County, NY.
ORIGINAL SUBDIVISION MAP: "MAP OF SECTION #4
Drawn: LWD Checked: GIH Scale: 1 " =20'
Date: 7210312013
ROLLING RIDGE ESTATES," BY COULTER &
McCORMACK LICENSED LAND SURVEYORS, GLENS
169 HavilOnd Road
nd
FALLS, NY, DATED SEPTEMBER 18, 1981, REVISED
queensbury, 12804
29757 -01 -S1
SEPTEMBER 6, 1985.
Hutchins Engineering (518) 745 -0307 Phone
g 9
518 745 -0308 Fax
FINISH GRADE SUGGESTED: POLYETHYLENE
EXTENSION TO GRADE WITH
TAMPER RESISTANT ACCESS COVER 2" MIN. DROP
BETWEEN INVERTS
12" MIN. COVER ^� - --
12" MIN. COVER
4" PVC SDR -35 1
HOUSE SEWER 2 ° 4" PVC SDR -35 DISTRIBUTION BOX
EFFLUENT SEWER
OUTLET 2" MIN.
MIN. -- SE�PE y LIQUID LEVEL
114" PER FOOT MIN. SLOPE
16" 118" PER FOOT BAFFLE
18 "MIN.
WATERTIGHT USE SPEED LEVELERS TO
SLEEVE AND SEAL ASSURE ALL OUTLETS ARE AT
EXACTLY THE SAME ELEVATION
(TYP.) w Z
p 4" PVC SDR -35 SOLID HEADER
1250 GAL PRECAST p _ TO PERFORATED BED PIPING
CONCRETE SEPTIC TANK Q n
DUAL COMPARTMENT _
PREFERRED SEPTIC TANK NOTES
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK
MINIMUM 2X WIDTH STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE
MAXIMUM 4X WIDTH AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT.
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR
GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE,
CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A
STABLE BASE.
SEPTIC TANK DETAIL SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY
NTS CONSTRUCTION DESIGNED FOR H -20 WHEEL LOADING.
4" VENT, SEE DETAIL
SKIMMER TABS
RIDGES
GEOTEXTILE \
FABRIC
COARSE
FIBERS
BIO— ACCELERATOR
FABRIC
NOF
EROSION CONTROL BLANKET DETAIL
NTS
LOW VENT
DISGUISED
IN SHRUBS
I
2" MIN OVER
ENVIRO— SEPTIC PIPE
T —
M
_/ SLOP i
oa L —
ENVIRO— SEPTIC
PLACE WASHED PIPE
STONE AROUND DRILL SEVERAL 114 "0 HOLES AT LOW POINT OF
ELBOW ELBOW TO DRAIN CONDENSATION. LOW POINT
MUST BE ABOVE SEASONAL HIGH WATER TABLE
REMOTE LOW VENT DETAIL
NTS
::77 E SWN SEAM _
�V
6v0 4
CCEL E R AT O K
ENVIRO- SEPTIC PIPE SECTION
NTS
DIVERSIONARY
SWALE
ABSORPTION TRENCHES TO BE
INSTALLED AFTER FILL
PLACEMENT AND STABILIZATION
AIR SPACE
4" MINIMUM TOPSOIL ON
ENTIRE FILL AREA, SEED
AND ESTABLISH TURF
4' TRENCH 4' TRENCH
__— WIDTh— SPACING
SCUM
EFFLUENT
SLUDGE
A, =r=ims
6' TO TOP
OF TAPER
SL— LOP y
& TOPSOIL TO BE REMOVED
PRIOR TO PLACING GRANULAR FILL
ABSORPTION FIELD SECTION
NTS
ELBOW LEVEL WITH TOP
OF OFFSET ADAPTOR
GEOTEXTILE -
FIBER WRAP \' tI
i VEL
RANDOMLY —
ORIENTED
FIBER MAT
ENVIRO— OFFSET
SEPTIC PIPE r, , ADAPTOR
4" MAX INTO SIDE VIEW
OFFSET ADAPTOR
ELBOW
PLAN VIEW
RAISED CONNECTION DETAIL
NTS
r— ABSORPTION AREA SYSTEM FILL
MATERIAL, MECHANICALLY
STABILIZE,
2 -5 MINUTE IN —PLACE STABILIZED
PERCOLATION RATE
10' -0" �y
D.C. MAX.
FENCE POST DRIVEN
!MUM 16" INTO GROUND
Z
STOP EMBED
ROUND 8" MIN.
FLOW �
io g
SECTION
0.
�. PERSPECTIVE
SEDIMENT CONTROL FENCE DETAIL
NTS
.• • �.
sue. • • -�
36" FENCE POST
SILT STOP EMBED
IN GROUND 8" MIN.
UNDISTURBED
GROUND
3" BINDER COURSE ASPHALT
OR 2" BINDER, 1" TOPCOAT
GRANULAR SUBBASE COURSE
NYSDOT SECTION 304 TYPE 2
OR 4 COMPACTED TO 95%
SUBGRADE COMPACTED TO STD. PROCTOR
90% STANDARD PROCTOR
ASPHALT PAVEMENT DETAIL
NTS
4 "0 LOW VENT ATTACHED
NTS
TAX MAP # 297.10 -1 -45
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
TO VENT MANIFOLD
ISSUED TO TOWN OF QUEENSBURY TOWN BOARD, P.B. & ZBA
5/15/14
No.
REVISIONS
SCREEN OPENING
Date
DETAIL SHEET
3'
ELBOW LEVEL WITH TOP
prepared for.
OF OFFSET ADAPTOR
Paul G. DesLauriers
Wincoma Drive - Lot 58 - Section 4 of Rolling Ridge
Town of Queensbury, Warren County, NY.
Subdivision
e wait The Required Time
F? Confirm Utility Response
Drawn: LWD
4" MIN. TOPSOIL
Scale: NOTED
Date: 1210312013
Respect The Marks
Dig with Care
8 00. 962 "7962
www,digsafeiynewyork.com
�7,77
29757 -01 -S2
GEO TEXTILE
�--- - - - - -- - --
FIBER WRAP
RANDOMLY
ORIENTED
` ` i
_SLOPE
FIBER MAT
�"�
ENORO— SEPTIC
PIPE,
Ar,a CR
VENT DETAIL
NTS
TAX MAP # 297.10 -1 -45
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
0
ISSUED TO TOWN OF QUEENSBURY TOWN BOARD, P.B. & ZBA
5/15/14
No.
REVISIONS
Date
DETAIL SHEET
prepared for.
Dig F Safely
�nrYork a
Gall Before You Dig
Paul G. DesLauriers
Wincoma Drive - Lot 58 - Section 4 of Rolling Ridge
Town of Queensbury, Warren County, NY.
Subdivision
e wait The Required Time
F? Confirm Utility Response
Drawn: LWD
Checked: GTH
Scale: NOTED
Date: 1210312013
Respect The Marks
Dig with Care
8 00. 962 "7962
www,digsafeiynewyork.com
169 Haviland Road
Queensbury, NY 12804
(518) 745 -0307 Phone
Hutchins Engineering (518) 745 —.0308 Fax
29757 -01 -S2
Lands of
Town of Queensbury
(904/104)
LOT 59
Traverse PC
To N.Y.S. Route 9 -L
Wincoma
BENCH MARK
Nail set in west face of 12"
diam. hickory tree. Nail is
1.0 feet above grade.
Elevation: 100.00
(Assumed)
Drive
y�
O
rt 3
(Town Highway - Asphalt Surface)
CAPPED IRON ROD
p FOUND 1.2 FT.
N 25°28'00" E NORTHWEST OF
LOT CORNER. y
- — _ _ _ _ _ _ _ - — _ _
200.00 FT TO CAPPED IRON ROD FOUND
1 200.00' 1
1 I 1
W) I
• I
1 I 1
• I
1 30' MINIMUM FRONT BUILDING SETBACK
i
I� PORCH II 1
I
1 1
1
1
I PROPOSED ------------------------- - - - - --
i SINGLE FAMILY a -, s 58.81 1
j RESIDENCE F: >:: >:: >::::: >'.:. 1
0
1 64.0'
-- ------------ 1------------ - - - - - -- ...........
1
ItiiiiiiY ?. B•1
1
I
I 1
1
DECK /
i
s
I 1
o.
O
I I
9
I IF
'OFIU
XXXXXXXXX
N
j II ,I es w 1
I
1
LOT O 58
1
c i i
o io Area.
I �
N 1.148 Acres +/- �' a ; W
1 Tax Map No. 297.10 -1 -45 �e-4 j pb o 1 N
C4 1 0
Ito
Ito �
1 T _ .'/ �_� Va
• U' I I / I I
° NOTE:
ca
� w DASHED LINES DENOTE LIMITS OF WET�ANDS
1 AS DELINEATED BY ROBERTS ENVIRONVENTAL
CONSULTING ON DECEMBER 10, 2013 ArgD LOCATED V g
? ON DECEMBER 20, 2013. DESIGNATIONS -A-1", -B-1-,
j �s ETC. REPRESENT LOCATIONS OF LABELED FLAGS
" FOUND THAT DATE. / I uWi
QI I 1
I I I I -
�
1 I 1 1
I I I I
i I I I j
30 "MINIMUM REAR BUILDING SETBACK
1 _____ __________________ ______ _________________________ _________________________ -_____
I 1
• I , I
I / I
-
i
1
N � , •' � ., 1 _ C\ AP •E�D� IRON
/ / I�eIuIl�lII�II�II�tt�tl�n/IyI�„ qInIb � VIIII I„�I,I I/Ir�lttlIll I �lI II � YrII u�u�n� //�I/�n�nCAPPED IRON ROD Z�Q
n�nt�llL0� l\lt� -\yanm �ut un n uu
n�tnunttu-uuuu�nn�n�I,!�F O
U ND I.I FT W
ES
T ROD SET OF LOT CORNER
' h I "'I�r BATTERED
O200.00�IIIIIIIII0 p rI.,,I ROD FOUND AT WOOD RAIL FENCE CORNER
- - - - - - - - - - - ., ` • ` — • • _ • • _ • • � �11,II/p111111b1t11fIIl II. IIIIIIIIIIIIIIIIIIIL \t \t \Ip \ \ \, ,,'��i,I''
/
C
atta1 d d s an ree s - I Lands of
NOTE:
�� S 25 028'00" W
Area of
r
Town of Queensbury
I (9041104)
Centel ine orw/d.,, 9/essY Swale
e�
2 -STORY FRAME
RESIDENCE
Lands N/F of
James Stockwell
(1294/158)
LOT 57
THIS LINE ACCURATELY REPRESENTS THE BC
OF NEW YORK STATE D.E.C. REGULATED WEI
"HF -3 "AS VERIFIED BY JED HAYDEN (NYSDEC
DECEMBER 10, 2013.
r`A
(MAGNETIC MERIDIAN - PER
FILED MAP REFERENCED HEREON)
DEED REFERENCE:
Margaret F. Reid
to
Paul G. DesLauriers
D: 211312006
R: 211612006 14931182
(Deed conveys Lot 58, Sect. 4,
Rolling Ridge Estates).
EF
"Map of Section #4 - Rolling Ridge Estates,"
dated September 18, 1981, made by Coulter &
McCormack, Licensed Land Surveyors, Glens
Falls, N.Y., and filed in the Warren County
Clerk's Office on November 20, 1981.
1)1) Field survey dates: December 13, 2007 (12 "- 14"
snow cover), and December 20, 2013 (12 "snow
cover).
2) Survey map of December 17, 2007 was redrawn on
December 27, 2013.
Ri4i>
MAP
of a survey of lands of
Paul G. DesLauriers
Being Lot no. 58 in Section No. 4 of Rolling Ridge Estates
situated in
Iwn of Queensbury , Warren County , N. Y.
;ale: 1 to = 20' December 17, 2007
Amended: Dec. 27, 2013
Jan. 22, 2014 and
May 22, 2014
Survey and Map by
CHARLES T.NACY
Licensed Land Surveyor
32 John Street
Queensbury, NY 12804
1- QBY 155 -1 -2124
To N.Y.S. Route 9 -L �O
p O
Wincoma
°o
\� Drive
`o -- -- APROX /MATE EDGE OF WOODS ~
P—
1 9 a1
CAPPED IRON ROD r
FOUND 12 FT ,o
-94, \ N 2528'00" E / NORTHWEST OF\ �
�- LOT CORNER, \`
— -- — _ _ — _ _ — _ _ — �II�II�ll�lle" Il�ll�ll�lle" 11��1' �M�IJ.- II�II�II�III�J.{ SLl!•I1111�11�11�11�11�11�11�11 �11�11�11'1'.1`�11 �11�1� _ _
1 200.001 94 1
(Town Highway - Asphalt Surface)
0
200.00 FT. TO CAPPED IROYOD FOUND
— - \
Is o
9 µ \
'o \ 190\
N tl ii� a�
APROXIMATE EDGE OF WOODS IN 2007
2 -STORY FRAME
RESIDENCE
W I ,o`
` 1
N�
! LOT 58
CP y i
- 1
Area: 1.148 Acres # / -- i
Lands of ! l „ / ; ! Lands N/F of
Town of Queensbury c i ° Tax Map No. 297.10 -1 -45 ° j James Stockwell
W
(9041104) M I (1294/158)
C 1 e
LOT 59 �� / \ \ N LOT 57
\ j NOTE:
\ - DASHED LINES DENOTE LIMITS OF WETLANDS l /
\ 1 AS DELINEATED BY ROBERTS ENVIRONMENTAL •� 1 / j
CONSULTING ON DECEMBER 10, 2013 AND LOCATED W
\ ! ON DECEMBER 20, 2013. DESIGNATIONS 'A -1" "B -1"
\ j ETC. REPRESENT LOCATIONS OF LABELED FLAGS / I
\ FOUND THAT DATE. / -
! I 1
It 4'n
/ 9 A
_ 84—
CAPED IRON j / _ \
„ f in
m
ROD SET - "n,A,n,nllmnnlmllmmulnv,r„ -� uulul umm llllll o r CAPPED IRON ROL)
! FOUND 1.1 Fr. WES
• ` \ i ",,,1j" "Ill UI'I ulull P ' I �.� -�, `,,,�dluul I I 1`Ill M O. OF LOT CORNER
\ \ \\ llul ll
l �llll '100.00 199.77 FT TO BATTERED CAPPED IRON
• • lllllllll J Ill, ROD FOUND AT WOOD RAIL FENCE CORNER
— - - -- �1�11�11�11�11 �.1�..�.1�1.�1.�11�11�11�11�/1 `�Mr1�N; III.. �.. �..�II�.I�L�II,�L.1 - - - - - - - - - -
" ..� @ I'l.nnmum"uu.uumnumnuu.la�a�"
�m S 25 028100" W \
Area of
Cattails and reeds Lands of \ NOTE:
J Town of Queensbury \ THIS LINE ACCURATELY REPRESENTS THE BOUNDARY
/ 1 (9041104) OF NEW YORK STATE D.E.C. REGULATED WETLAND
m L8?2 "HF -3 "AS VERIFIED BYJED HAYDEN (NYSDEC) ON
DECEMBER 10, 2013.
• � �' �� �. Centerline o /wide, grassy swa/e `� \
�W
I ravelse PC
•:� � ^�i s�r�•.
DEED REFERENCE:
Margaret F. Reid
to
Paul G. DesLauriers
D: 211312006
R: 211612006 14931182
(Deed conveys Lot 58, Sect. 4,
Rolling Ridge Estates),
MAP REFERENCE:
"Map of Section #4 - Rolling Ridge Estates, "
dated September 18, 1981, made by Coulter 6
McCormack, Licensed Land Surveyors, Glens
Falls, N.Y., and filed in the Warren County
Clerk's Office on November 20, 1981.
1) Field survey dates: December 13, 2007 (12" - 14"
snow cover), and December 20, 2013 (12" snow
cover).
2) Contours shown hereon represent ground slopes in
2007; no additional topography taken in 2013.
3) Survey map of December 17, 2007 was redrawn on
December 27, 2013.
MAP
of a survey of lands of
Paul G. DesLauriers
Being Lot no. 58 in Section No. 4 of Rolling Ridge Estates
situated in
Town of Queensbury , Warren County , N. Y.
Scale: 1 " = 20' December 17, 2007
Contour Interval: 2 Ft. Amended: Dec. 27, 2013
and Jan. 22, 2014
Survey and Map by
CHARLES T.NACY
Licensed Land Surveyor
32 John Street
Queensbury, NY 12804
1- QBY 155 -1 -2.124
N
c O
BENCH MAR
L A (MAGNETIC MERIDIAN - PER
Nail set in west face of 12"
�. FILED MAP REFERENCED HEREON)
diam. hickory tree. Nail is
1.0 feet above grade.
3
Elevation: 100.00
(Assumed)
°o
\� Drive
`o -- -- APROX /MATE EDGE OF WOODS ~
P—
1 9 a1
CAPPED IRON ROD r
FOUND 12 FT ,o
-94, \ N 2528'00" E / NORTHWEST OF\ �
�- LOT CORNER, \`
— -- — _ _ — _ _ — _ _ — �II�II�ll�lle" Il�ll�ll�lle" 11��1' �M�IJ.- II�II�II�III�J.{ SLl!•I1111�11�11�11�11�11�11�11 �11�11�11'1'.1`�11 �11�1� _ _
1 200.001 94 1
(Town Highway - Asphalt Surface)
0
200.00 FT. TO CAPPED IROYOD FOUND
— - \
Is o
9 µ \
'o \ 190\
N tl ii� a�
APROXIMATE EDGE OF WOODS IN 2007
2 -STORY FRAME
RESIDENCE
W I ,o`
` 1
N�
! LOT 58
CP y i
- 1
Area: 1.148 Acres # / -- i
Lands of ! l „ / ; ! Lands N/F of
Town of Queensbury c i ° Tax Map No. 297.10 -1 -45 ° j James Stockwell
W
(9041104) M I (1294/158)
C 1 e
LOT 59 �� / \ \ N LOT 57
\ j NOTE:
\ - DASHED LINES DENOTE LIMITS OF WETLANDS l /
\ 1 AS DELINEATED BY ROBERTS ENVIRONMENTAL •� 1 / j
CONSULTING ON DECEMBER 10, 2013 AND LOCATED W
\ ! ON DECEMBER 20, 2013. DESIGNATIONS 'A -1" "B -1"
\ j ETC. REPRESENT LOCATIONS OF LABELED FLAGS / I
\ FOUND THAT DATE. / -
! I 1
It 4'n
/ 9 A
_ 84—
CAPED IRON j / _ \
„ f in
m
ROD SET - "n,A,n,nllmnnlmllmmulnv,r„ -� uulul umm llllll o r CAPPED IRON ROL)
! FOUND 1.1 Fr. WES
• ` \ i ",,,1j" "Ill UI'I ulull P ' I �.� -�, `,,,�dluul I I 1`Ill M O. OF LOT CORNER
\ \ \\ llul ll
l �llll '100.00 199.77 FT TO BATTERED CAPPED IRON
• • lllllllll J Ill, ROD FOUND AT WOOD RAIL FENCE CORNER
— - - -- �1�11�11�11�11 �.1�..�.1�1.�1.�11�11�11�11�/1 `�Mr1�N; III.. �.. �..�II�.I�L�II,�L.1 - - - - - - - - - -
" ..� @ I'l.nnmum"uu.uumnumnuu.la�a�"
�m S 25 028100" W \
Area of
Cattails and reeds Lands of \ NOTE:
J Town of Queensbury \ THIS LINE ACCURATELY REPRESENTS THE BOUNDARY
/ 1 (9041104) OF NEW YORK STATE D.E.C. REGULATED WETLAND
m L8?2 "HF -3 "AS VERIFIED BYJED HAYDEN (NYSDEC) ON
DECEMBER 10, 2013.
• � �' �� �. Centerline o /wide, grassy swa/e `� \
�W
I ravelse PC
•:� � ^�i s�r�•.
DEED REFERENCE:
Margaret F. Reid
to
Paul G. DesLauriers
D: 211312006
R: 211612006 14931182
(Deed conveys Lot 58, Sect. 4,
Rolling Ridge Estates),
MAP REFERENCE:
"Map of Section #4 - Rolling Ridge Estates, "
dated September 18, 1981, made by Coulter 6
McCormack, Licensed Land Surveyors, Glens
Falls, N.Y., and filed in the Warren County
Clerk's Office on November 20, 1981.
1) Field survey dates: December 13, 2007 (12" - 14"
snow cover), and December 20, 2013 (12" snow
cover).
2) Contours shown hereon represent ground slopes in
2007; no additional topography taken in 2013.
3) Survey map of December 17, 2007 was redrawn on
December 27, 2013.
MAP
of a survey of lands of
Paul G. DesLauriers
Being Lot no. 58 in Section No. 4 of Rolling Ridge Estates
situated in
Town of Queensbury , Warren County , N. Y.
Scale: 1 " = 20' December 17, 2007
Contour Interval: 2 Ft. Amended: Dec. 27, 2013
and Jan. 22, 2014
Survey and Map by
CHARLES T.NACY
Licensed Land Surveyor
32 John Street
Queensbury, NY 12804
1- QBY 155 -1 -2.124