SUB (F) 14-2022 Jeffrey & Joanne Mann 5 lotFINAL
Joint Planning Board and Zoning Board APPROVED
PLANS
Final Approved Plans
By Approval of the Zoning Board of Appeals and the Planning Board; final sign -off by C.
Brown, Zoning Administrator
Applicant: Jeffrey & Joanne Mann (5 Lot)
File No. Subdivision (P) 5-2022, Subdivision (F) 14-2022, Freshwater
Wetlands 7-2022 & Area Variance 18-2022
Project Location: Bay Road & Pickle Hill Road
Applicant(s) JEFFREY & JOANNE MANN (5 LOT) I Application Type j Subdivision Preliminary 5-2022
Subdivision Final Stage 14-2022
Freshwater Wetlands 7-2022
Owner s) J Same as applicant g _ SEQR Type ! Unlisted
Agent(s) _Hutchins Engineering `_ —; Lot size _� 34.5 acres
_Location j Bay Road & Pickle Hill Road i _� _Ward: 1 Zoning Classification: RR-3A
_Tax ID No.� j 265.4-23.1 _ i Ordinance Reference 183, Chapter 94 C
Cross SUB (S) 14-2020, AV 18-2022 Warren Co. Referral ( n/a for subdivision
i
Reference
Public December 15, 2022 { Site Information APA
Project Description: Applicant proposes a 5 lot residential subdivision of a 34.74 acre parcel for preliminary and final stage. The 1
lots would be divided as follows: Lot 1 to be 6.37 acres, lot 2 at 5.96 acres, lot 3 to be 7.21 acres, lot 4 to be 3.63 acres with
access through lot 3, and lot 5 at 11.57 acres. Lot 4 contains an existing barn and shed that will remain. Project site work
contains APA wetland areas. Pursuant to Chapter 183 and Chapter 94, subdivision of 5 lots, and wetlands permit for site work j
within 100 ft of wetlands shall be subject to Planning Board review and approval.
Applicant(s)
Jeffrey & Joanne Mann
Area Variance No.
AV 18-2022
Owner(s)
Jeffrey & Joanne Mann
SEQRA Type
Type II
Agent(s)
Hutchins Engineering PLLC
Lot Size
34.23 acres
Location/Ward No.
Bay Rd. & Pickle Hill Rd./Ward 1
Zoning
RR-3A
Tax Id No
265.-1-23.1
Section
179-3-040
Cross Ref
AV 19-2022; SUB 14-2020; FWW 7-2022
Warren County Planning
May 2022
Public Hearing
May 25, 2022; July 27, 2022
Adirondack Park Agency
ALD
Project Description: (Revised) Applicant proposes a 5-lot subdivision of a 35.23 acre parcel. The lot sizes include: Lot 1 (6.92
ac); Lot 2 (5.95 ac); Lot 3 (7.77 ac); Lot 4 (3.63 ac); and Lot 5 (11.57 ac). The project is located in the APA and the site includes
APA and NWI wetland areas. The site has existing out buildings along the south side of Bay Road. The project areas indicate
they are within 50 ft. of 15% slopes, a major stormwater project. Project is subject to subdivision of 5 lots, hard surfacing within
50 ft. of wetland/shoreline work, work within 100 ft. of designated wetland. Relief requested for road frontage, stormwater device
location, and lot width.
'Subdivision File Copy
_ Area Variance File Copy
— B. Frank, Code Compliance Officer Copy
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SITE LOCATION
DRAWING LIST
SURVEY
S1
ENGINEERING PLANS
S2 - OVERALL SUBDIVISION PLAN
S3 - OVERALL SUBDIVISION PLAN - LOTS 1-5
S4 - DETAILED SUBDIVISION PLAN - LOTS 1-2
S5 - DETAILED SUBDIVISION PLAN - LOTS 3-4
S6 - DETAILED SUBDIVISION PLAN - LOT 5
PH1- PHASING PLAN
P 1- LOT 5 DRIVEWAY PROFILE
D 1- WASTEWATER DETAIL SHEET
D2
- CONSTRUCTION
DETAIL
SHEET
1
D3
- CONSTRUCTION
DETAIL
SHEET
2
ZONING BOARD OF APPEALS APPROVAL
Zoning Board of Appeals - Record of Resolution
Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8238
,* La �
Area Variance Resolution To: Approve
Applicant Name: Jeffrey & Joanne Mann
File Number: AV I8-2022
Location: Bay Road & Pickle Hill Road
Tax Map Number: 265: 1-23.1
ZBA Meeting Date: July 27, 2022
The Zonin Bond of Appeals of the Town of u ensbu has received an application fr
om Jeffrey &Joanne
B PP sue ry
PP cY
Mann. vised A licantpropose, a 5-lot subdivision ofa 35.23 acre parcel. The 1 include: lRe ) PP a c of sizes code: Lot 1
P
6.92 se); Lot 2 5.95 ac ; Lot 3 7.77 ac Lot 4 3.63 ac � and Lot 5 11.57 ac .The project is located in the
( d e ), I ), ( )� ( ) P 1
APA and the site includes APA and NW[ wetland areas. The site has existing out buildings along the south side
of Bay Road. The project areas indicate they are within 50 ft. of 15%slopes, a major suarmater project.
Project is subject to subdivision of 5 lots, hard surfacing within 50 ft, of wetland/shoreline work, work within
100 ft. of designated wetland. Relief ousted for road fronts a stormwater device location and lot width
8 real -Ind 8 .
RdiefRequired:
The a licant requests relief for road frontage, stonawater device location, an lot width f pp W g. e o, d o dth or a five Tat
subdivision. The lot is 35.23 ac and located in the Rural Residential RR3A zone.
Section 1794-020 dimensional RR3A Chanter 147 Stormwater
The applicant proposes 5 residential lots. Lot 2 requires relief for lot width where 362 ft. is proposed and 400 ft,
is required; road frontage where 400 ft is required and 325 ft. is proposed. Relief is requested for distance m
atonnwater device beingless than 100 ft. where 50 ft. isproposed. R lief i e s also requested for the 3 ft. vertical
separation distance for a device where 2 ft. is proposed. Revised is setback to the stonowater management
device. Lot Four will have access to Pickle Hill Road through Lot Three.
SEQR Type IJ - no further review required;
A public hearing was advertised and held on Wednesday, May 25, 2022 & July 27, 2022.
Upon review of the application materials, information supplied during the public hearing, and upon
consideration ofthe criteria specified in Section 179-14-080(A) of the Queensbury Town Code and Chapter 267
ofNYS Town Law and after discussion and deliberation, we find as follows:
1. There is not an undesirable change in the character of the neighborhood nor a detriment to nearby
properties. We talked about the 50 feet for the sturmwater devices.
2. Feasible alternatives have been reviewed and are reasonable and have been included to minimize the
request.
3. The requested variance is not substantial as this is a good use of the property
4. There is not an adverse impact on the physical or environmental conditions in the neighborhood or district.
5. The alleged difficulty really we could say is self-adated, but it's only because of the nature of the
properties.
6. In addition, the Board finds that the benefit to the applicant from granting the requested variance would
outweigh (approval) the resulting detriment to the health, safety and welfare of the neighborhood or
community;
7. The Board also finds that the variance re uest under consideration
q de on is the minimum necessary;
R. The Board also proposes the following conditions:
a) Adherence to the items outlined in the follow-up letter sent with this resolution.
BASED ON THE ABOVE FINDINGS 1 MAKE A MOTION
O ON TO APPROVF. AREA VARIANCE NO. I8-
2022 ]ntroduced b Ronald Kuhl who mov ed for its adoption, seconded b Brent McDevitt
- Y P , Y
Duty adopted this 27th Day of July 2022 by the following vote:
AYES: Mr. Henkel Mr. Kuhl Mr. Umico Mr. Underwood
, Mr. McDevitt, Mr. McCabe
NOES: NONE
ABSENT: Mr. Ci err
PP Y
Cover Sheet
Jeffrey loanne Mann
5-Lot Subdivision &
New Single Family Residences
9 ..........
17 wig I A- My
Town of Queensbury
Warren County
New York State
Tax Map #'s 265.1-1-23.1
Town of Queensbury
Subdivision 5-2022
Area Variance 18-2022
Freshwater Wetlands 7-2022
Adirondack Park Agency
Project 2021-021S
PLANNING BOARD APPROVALS
alval Im &$I" p1m L L
ZONING REQUIREMENTS AGENCY LAND U,.,.It
RR-3A - RURAL RESIDENTIAL 3-ACRE
MINIMUM LOT SIZE: 3-ACRES
BUILDING SETBACKS
SHORELINE SETBACK:
FRONT SETBACK:
SIDE SETBACKS:
REAR SETBACK:
MAX BUILDING HEIGHT:
LOT WIDTH:
ROAD FRONTAGE:
PERCENT PERMEABLE:
PLANNING BOARD APPROVAL
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED DECEMBER 15, 2022
BY THE PLANNING BOARD OF THE.
TOWN OF QUEENSBURY, NEW YORK.
DATE SIGNED
rid rs�&`- Gwe-----------
PLANNING BOARD CHAIRMAN
75'
100,
75'
100'
3 5'
400'
400'
75%
Town of Queensbury
Town of Queensbury
Community Development Office
Town of Queensbury
Community Development Office
742 Bay Road, NY 12504
7. The applicant musbmaintain on their project site, for review by staff:
Town of Queensbury
Community Development Office
p
Community Development OiFce
742 Bay Road, Queensbury, NY 12804
Queensbury,
a) The approved Final that have been stamped by the Town Zoning Administrator. These plans most
742 Bay Road, Queensbury, NY 12804
742 Bay Road, Queensbury, NY 12804
include the project SWPPP (Storm Water Pollution Prevention Plan) when such a plan was prepared
Town of Queensbury planning Board
Town of Queensbury Planning Board
and approved; and
. Town of Queensbury Planning Hoacd
SEQR RESOLUTION - Grant Negative Declaration
SUBDIVISION PRE LIMINARY 5-2022 &FRESHWATER
RESOLUTION -ADn rove
b) The project NOI and proof of coverage order the current NYSDEC SPDES General Permit, or an
individual SPDES pemdt issued for the p jete,
TOWN OF QUEENSBURY PLANNING BOARD
RESOLUTION -Approve
SUBDIVISION PRELIMINARY STAGE 5-2022 & FRESHWATER WETLANDS 7-2022
WETLANDS 7-2022
I JEFPREY & JOAI4NE MANN (LOT NUMBER 5)
Tax Map ID: 265: I-23.1 / Property Address: Bay Road &Pickle Hill Road/ Zoning: RR-3A
SUBDIVISION FATAL STAGE 14-2022 & FRESHWATER WETLANDS 7-2022
JEFFREY & JOANNE MANN (5 LOT)
Tax Map ID: 265: 1-23.1 / Property Address: Bay Road & Pickle Hill Road / Zoning: RR-3A
with a Subdivision must be submitted to the Community
S. Final approved pltms, in compliance wr the ty
RESOLUTION - GRANT FXTF,NSION REQUEST
JEFFREY & JO- MANN (5 LOT)
'The
e b e Zoning Administrator or Building and Codes
Development De a6tment before further review the
P P Y Y B 8
SUBDIVISION FI AL 14-
N 2022 & JOANNE MANN (5 LOT)
Subdivision Tax Map ID: 265.-1-23.1 / Property Address: Bay Road & Pickle Hill Road / Zoning: RR-3A
applicant proposes a 5 lot residential subdivision of a 34.74 acre parcel for preliminary and fluid stage. The
ION would be divided as follows: Lot I to be 6.37 8
lot 2
A subdivision lication has been made to the nab Plannin Board for the followin A licant
trP Quee r� B B PP
personnel
Tax Map ID: 265.-I-23.1 /Property Address: Bay Road &Pickle Hill Road /Zoning: RR-3A
s: Bay o
A subdivision application has been made to the Queensbury Planning Board for the fallowing: Applicant
acres, at 5.96 acres, lot 3 m be 7.21
acres with access to Bay Road, acres, lot 4 to
Y and lot 5 at 11.57 acres. Lot 4 contains an existing ham and shed that will
proposes a 5 lot residential subdivision se i 34ot acre parcel for preliminary and final stage. The lots would
be divided as follows: Lot I to be 6.37 acres, lot 2 at 5.96 acres, lot 3 to be 7.21 acres, lot 4 to be 3.63 acres
9. The applicant must meet with Staff after approval and prior to issuance of Building Permit and/or the
PPr P B
es a 5 lot residential subdivision of a 34.74 acre arced for Preliminary and f mar stage. The Tots would
P ropos p p ary g
a air.
pro ec remain,
one war J kcontains APA weU and areas. Pursuant t o Chapter
r 183 and C
Pte Chapter 94 s
wetlands for P of Slots and
with access to Y acres. Lot 4 contains r1 B ham and shed that will remain.
Road and lot 5la
ofan siework.
beginning }
B B Y
Per application receive Cr
d o Subdivision: Applicant proposes a 5 lot residential subdivision of 4
PP P P a 34.7 acre
t lot 3 to be 7.21 acres lot 4 to be 3.63 acres
be divided as follows: Lot ] to be 6.37 acres lot 2 a 5.96 acres
'
permit
site P work within
n 100 ft o f wetlands shall be subject
b act o Planning H
Board
annmg and a
] nerd review
review rover.
Lot 5 i PP
s the only lot that does fall
3 and to 4 subdivision of 5 lots
Project site work contains APA wcUand areas. Pursuant to Chapter ] 83 and Chapter 9
work d ann
1 P P
issuance further 'ts introit' building its 's dependent on com liance with this
and of
arced for preliminary final stage. The Tots would be divided as follows: Lot 1 to be 6.37 ace
P P aTY B acres, lot 2 at
5.96 lot 3 be 7.21
tin ham and shed that will remai¢,
with access m Bay Road and lot 5 at 11.57 acres. Lot 4 contains an existing
Y B
Y snot under the APA'uri sdaction.
1
and wedands mitt for site work within 100 ft. of wetlands shall be subject to P] Board review and
� J egg
Subsequent of permits r
10 S P
e9 P� , m8 8 Pe P
acres to acre slot 4 to be 3.63 acres with access Through lot 3 and lot 5 at 11.57 acres. Lot
B
Project site work contains APA wetland areas. Pursuant to Chapter 183 and Chapter 94, subdivision of 5 lots,
The Planning
approval.
and all other conditions of this resolution;
4 contains an existing barn and shed that will remain Project site work contains APA wetland areas.
suit wetlands permit for site work within 100 ft. of wetlands shall be subject to Planning Board review and
Board has detemdned that the proposed
P project and Planning Board action is subject to review
developed to be
approval
rmder the State Environmental earl Review
Q ty w Act;
Pursuant m relevant sections of the Town of Queensbury Zoning Code -Chapter A-183, the Planning Board
ll. As -built plans to cdnify, that the subdivision is according to the approved plans provided
issuance
The Planning Board approved Subdivision Final 14-2022 on December 15 2022. Applicant
6 PP pp tut is requesting a
Pursuant to relevant sections of the Town of Queensbury Zoning Code -Chapter A-183, the Planning Board
The proposed action considered by this Board is Unlisted in the De
Department of Environmental
determined that this proposal satisfies the requirements as stated in the Zoning Code
has p opo q g ,
or to of{the certificate of occu anc
Pn P Y�
90 da extension.
Y
has determined that this proposal satisfies the requirements as stated in the Zoning Code;
Conservation
Regulations implementing the Slate Environmental Quality Review Act and the regulations of Ore Town of
QmsmsbmY;
This application is supported with all documentation, public comment, and application material in the file of
12. Resolutions must bB included on Final Subdivision m I
Y az;
MOTION TO APPROVE A 90 DAY EXTENSION FOR SUBDIVISION 14-2022 JEFFREY &
JOANNE MANN IS LOT;
A public hearing was scheduled and held on December I5, 2022;
reeordp
Motion seconded by Bdad Magowan. Duly adopted this 15'a day of December 2022 by the following vote:
'CMs application is supported with all documentation, public comment, and application material in the file of
No Federal or other agencies are involved;
MOTION TO APPROVE SUBDIVISION FINAL STAGE 14-2022 &FRESHWATER WETLANDS
AYES: Mr. Stark, Mr, Magowan, Mr. Etu, Mr. Deeb, Mr. Dixon, Mr. Longacker, Mr. Traver
Introduced by Michael Dixon who moved For its adoption,
7-2022 JEFFREY & JOANNE MANN (5 LOTD. Innoduced by Michael Dixon who moved for its
record;
Part I ofthe Long EAT has been completed by the applicant;
adoption
NOES: NONE
Motion seconded by Brady Stark.
Lot 4 only to be accessed from Bay Road, and not from Pidde Hill Road.
Part 2 of the Long EAF ban been reviewed by the Planning Board;
eats o e toe enrol earl Review Act have been considered and the Planning
4. The requirem f the State Environmental Quality B
I
Duly adopted this 25'^ day of May 2023 by the following vote:
MOTION TO APPROVE SUBDIVISION PRELIMINARY STAGE 5-20ic el FRESHWATER
Upon review
new of the'
P Information
Uon record
Board as lead a recorded on this It in it is the conclusion of the Town of Queensbury Planning
Buoy that this project will result in no significant adverse impacts on the environment, and,
odificatio the
Negative areti m and if the application is a modification'
Board has adopted a SE RAN a Dec] o n,
P Q e PP
requirements of the State Environmental Quality Review Act have been considered, and the proposed
AYES: Mr. Stark, Mr. Magowan, Mr. Etu, Mr. Deeb, Mr. Dixon, Mr. Traver
WETLANDS 7-2022 JEFFREY & JOANNE MANN (5 LOT), Introduced by Michael Dixon who moved
for its adopton.
therefore, an environmental impact statement need not be Prepared. Accordingly, this negative declaration is
modifications do not result in an si tartly different environmental im ts, and, therefore,
(] Y new ar guff Pac
Motion seconded by Brady Stark. Duly adapted this 15° day of December 2022 by the following vote:
issued
no further SEQRA review is necessary;
NOES: NONE
MOTION TO GRANT A NEGATIVE DECLARATION FOR SUBDIVISION PRELIMINARY 5-2022 &
7.. Waiver requests Bunted:
ABSENT: MT. Longacker
AYES: Mr. Stark, Mr. Magowan, Mn Em, Mr. Deeb, Mr. Dixon, Nit. Longacker, Mr. Traver
FRESHWATER WETLANDS 7-2022 JEl7FREY & JOANNE MANN FOR LOT NUMBER 5 Introduced
by Michael Dixon who mnved far its adoption,
3. The approval is valid for one (1) year from the date of approval. Applicant is respo¢sible for requesting
NOES: NONE
an extension of approaal before the one (1) year time frame has expired if you have not yet applied fare
Asper the resolution prppared by staff.
building permit or commenced significant site work
I. Pan H of the Long RAF has been reviewed and completed by the Planning Bond.
4. The limits of clearing will constitute a no -cut buffer zone, orange construction fencing shall be installed
around these areas and field verified by Community Development staff
2. Prot of the Long EAF is not necessary because the Planning Board did not identify potentially
d
moderate to large impacts.
5. Engineering sign -off required prior to signature of Planning Board Chairman.
Motion seconded by Warren Longacker. Duly adopted this 15^ day of December 2022 by the followingvote:
6. The applicant most submit a copy of the following to the Town:
AYES: Mr. Longacker, Mr. Stark, Mr. Magowaq Mr. Era, Mr. Deeb, Mr. Dixon, W. Traver
a) The project Nor (Notice of Intent) for coverage under the current NYSDEC SPDES General Permit
or for coverage under an individual SPDES prior to the start of ary site work
NOES: NONE
b) Thep project NOT (Notice of Termination) upon completion of the project; and
sage 2 of2
Phone: 516.]61.8220 Fax: 518.]45.443] ]42 Bey Road, Queensbury, MY 12604 www.queansbury.net
Phone: 518.761.82201 Fax: 518.745.44371742 BayRoad, Queerssbury, NY I2804 www.queeaebury.nat
Page lof2
Phone: 518.761.822U Fax: 518.7454437 /42 Bay Rood, Queensbury, NY 128041 wwwqueeusba
I � Y ry.eer
Phone: ca8.761.82201 Fax: a18.74e.44 71742 Bay Road, Queensbury, NY 128041 www.queensbury.net
Phone: ,t8.76i.8zzU I Fax: 518.76S.4LI71742 Bav Road, Queensbury, NY 128o41 www.queensbt ry.net
STATE OF NEW YORR I COUNTY OF WARREN J17
I, f4ll:.huc1 Swc ✓tom Treasttt� aT the Levtity ey V rrP,%
State of New York, DO HEREBY CERTIFY that, according to the records
in my office, the taxes on the property shown an this map leave tal3a
paid for the years levied to Mlj�o 2%622�
Warrt-rt County Treastxer
OWNERS - APPLICANTS
JEFFREY & JOANNE MANN
P.O. BOX 4071
QUEENSBURY, NY 12804
(518) 361-2013
WEST OF BAY ROAD: RURAL 1.11!3E
8.5-AC PER LOT DENSITY
SHORELINE SETBACK: 75'
EAST OF BAY ROAD: LOW INTENSITY USE
3.2-AC PER LOT DENSITY
SHORELINE SETBACK: 75'
Town of Queensbury
Planning Board
Sketch Plan Phase
Submission:
October 15, 2020
Adirondack Park Agency
First Submission:
September 17, 2021
Adirondack Park Agency
Second Submission:
December 16, 2021
Town of Queensbury
Planning Board &
Zoning Board of Appeals
Submission:
2 April 14, 20 2
Adirondack Pa
rk Agency
g y
Fifth Submission:
1Y
ul 5 2023
Adirondack Park
a k Agency
g y
Sixth Submission:
July 11, 2023
2023583256
t �
Instr # 2023-3000067
09/25/2023 02:35:34 PM
t,
1 Pages
MAP
Pamela J. Vogel, Warren Co Clerk
FILED
RUSSELL E. HOWARD
LICENSED LAND SURVEYING
342 Maim, Street, Hudson ..Falls, New Fork 12839
Tov n of Queensbury
Zonin.,il, Board of Appeals
f .I,submission:
June 15, 2022
Torn) n of Queensbury
P' ,canning Board
Submission:
Noi� ember 10, 2022
Adirondack Park Agency
Th.'-zd Submission:
Noember 11, 2022
Adirot idack Park Agency
Fou-11 t1`h Submission &
To,v�n of Queensbury
T Zig. Comments
1
I.1 submission.
.::1,'J\ ,
ri14 2 02 3
Jl
Si ,nature A pp roval
g /
Submission:
gust 8, 2023
2!-1682A
Jeffrey 61 IJoanne Mann
Bay Road Pickle dill Road
169 Haviland Road
Queensbury, NY 12804
518) 745-0307 Rhone
Hutchins En ineerinlc, PLLC i
li,I (518) 745-030B Fax
STONE
PILE
265.-1-52
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Lost Chalets, LLC
L. 1433 P. 88
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EAST OF BAY ROAD
ADIROND ACK P ARK
AGENCY LAND USE
CLASSIFICATION
LOW INTENSITY USE
ONO a
G W
apo Z
NOTE: TOWN OF QUEENSBURY
SCALE: 1 "=150' FRESHW ATER W ETLANDS PERMIT
GRAPHIC SCALE FOR LOTS 6 & 8 FOR SITE W ORK
WITHIN 100-FT OF WETLANDS
75 0 75 150 300 FWL APPLICATION 6-2022
IN FEET
ADDITIONAL SITE SOILS DATA - ADIRONDACK PARK AGENCY
SHORELINE SETBACK -
75�
NEWYORK
Adirondack
STATE OF
OPPORTUEtITY.
Park Agency
BUILDING HEIGHT -
35'
KATHY HOCHUL TERRY MARTINL3
LOTW 1DTH —
400'
Governor Executive Di
21-0215 Soils Data
P2021-
ROADFRONT AGE
40U
These data be for in
may shared use onsite wastewater treatment system design.
PERCENT PERMEABLE -
757.
Test Pit #11 (43.409901 N;-73.647126 W) LOTS 1 & 2
Date: October 28, 2021
Mapped Soil Series: Oakville loamy fine sand
ADDITIONAL SITE SOILS DATA
Distance to nearest jurisdictional wetland > >
Distance to nearest existing or proposed wellll > 100'
Distance to nearest water body > 100'
TEST PITS
Depth to Seasonal High Groundwater Table > 48"
Depth to bedrock or refusal > 72"
TP-15 — 10128121 BY.• L.W. DOBIE, P.E.
Depth of test pit = 72"
Slope < 3%
— LOT 6, LOWER PORTION
Acceptable System: Conventional Standard Absorption
0-8" — TOPSOIL / FOREST DUFF
8-24" — RED —BROWN MEDIUM SAND
24-36" — BROWN MEDIUM SAND
36-60" — GRAY —BROWN FINE SAND
LIGHT SEEPAGE @ 36", MOTTLING @ 36"
DESIGN BOUNDARY CONDITION @ 36"
KP�L pir
7 i
J'
edge of woods ��51
IN
N87784TW 107.94° �.
Elwood stoke
taa4t`
e ` _ 49 J6il N87130'MtwW 21180' tF
NOTE: TOWN OF QUEENSBURY J W7!9 l-w
FRESHWATERWETLANDSPERMIT 265.-1-72 PARCEL 265.-1-23.1 \
FOR LOTS 1-4 FOR SITE WORK Lands NIF PROJECT 291682A $ ,,
Richard A. Meyer Z a
WITHIN 100-FT OF WETLANDS L. 4884 P 172
FWL APPLICATION 7-2022
OVERALL SUBDIVISION PLAN
P2021-0215; Mann, Soils
November 3, 2021
Test Pit #12 (43.409995 N;-73.649465 W) LOT 3
Date: October 28, 2021
Mapped Soil Series: Oakville loamy fine sand
Distance to nearest jurisdictional wetland > 100'
Distance to nearest existing or proposed well > 100'
Distance to nearest water body > 100'
Depth to Seasonal High Groundwater Table = 25"
Depth to bedrock or refusal > 50"
Depth of test pit = 50"
Slope < 3%
Acceptable System: Conventional Shallow Absorption
Horizon
Depth
USDA Texture
Munsell Color
Redoxymorphic
inches
Features
Ap
0-9
Fine sandy loam
10yr 4/4, dark
No
yellowish brown
Bs
9-19
Fine sandy loam
10yr 5/6, yellowish
No
brown
BC
19-23
__
Silt loam
1Oyr 6/3, pale
_
No
brown
C
23-48+
Silty clay loam
10yr 5/3, pale
Yes @ 25" (10yr
brown
611, gray
depletions; 5yr 5/8,
yellowish red
concentrations
P2021-0215; Mann, Soils
November 3, 2021
Test Pit #14 (43.409886 N;-73.651063 W)
Notes: Test Pit #11 was conducted in the approximate location show on the attached October 02
ALLOWABLE ABSORPTION FIELD -SHALLOW PP n Date. ct er zs, z 1
map. Mapped Soil Series: Oakville loamy fine sand
BOTTOM OF TRENCH INSTALL DEPTH = 12- Distance to nearest jurisdictional wetland > 100'
Given consistency of mapped soils and topography in the vicinity, and the proximity of Distance to nearest existing or proposed well > 100'
Distance to nearest water body 100
TP-16 — 10128121 BY: L. W DOBIE, P.E. the test pit location to the proposed property line, Test Pit #11 is sufficient to describe y
Depth to Seasonal High Groundwater Table > 48"
— LOT 7 soils for a proposed system on proposed Lot 1 and Lot 2. Depth to bedrock or refusal > 72"
Depth of test pit = 72"
0-10" — TOPSOIL / FOREST DUFF Use of Test Pit #11 as a reference will require submission of professionally engineered Slope < 8%
10-32" — RED —BROWN MEDIUM SAND plans for a conventional standard absorption system. These plans are required as Acceptable System: Conventional Standard Absorption
32-48" —BROWN MEDIUM SAND part of a complete application.
48-72" — GRAY —BROWN FINE SAND November 3P2021-0215, Mann, soils
November 3, 2021
DRY ENTIRE DEPTH,
NO BOUNDARY CONDITION ENCOUNTERED Test Pit #13 (43.409934 N;-73.649225 W) LOT 3
Date: October 28, 2021
ALLOWABLE ABSORPTION FIELD - CONVENTIONAL Mapped Soil Series: Oakville loamy fine sand
Horizon
Depth
USDA Texture
Munsell Color
Redoxymorphic
inches
Features
Ap
0-11
Fine sand
10yr 3/4, dark
No
yellowish brown
Bs
11-22
Fine sand
10yr 6/8, brownish
No
allow
BC
22-31
Fine sand
10yr 6/4, light
No
yellowish brown
C
31-48+
Fine sand
10yr 6/3, pale
No
brown
Horizon
Depth
USDA Texture
Munsell Color
Redoxymorphic
inches
Features
_
Ap
0-10
Fine sandy loam
10yr 3/3. dark
No
brown
Bs
10-20
Sand
10yr 614, light
No
yellowish brown
C
20-48+
_
Sand
10yr 6/3, pale
No
brown
BOTTOM OF TRENCH INSTALL DEPTH = 24" Distance to nearest jurisdictional wetland > 100' '
Distance to nearest existing or proposed well > 100' Notes: Test Pit #14 was conducted in the approximate location shown on the attached
Distance to nearest water body > 100' map.
TP-17 — 10128121 BY- L.W. DOBIE, P.E. Depth to Seasonal High Groundwater Table = 24"
— LOT 6 Depth to bedrock or refusal > 50" Installation of an OSWTS using Test Pit #14 as a reference requires submission of
Depth of test pit = 50" professionally engineered plans for a conventional standard absorption system.
0-8- — TOPSOIL FOREST DUFF Slope < 3%
/ Acceptable System: Conventional Shallow Absorption These plans are required as part of a complete application.
8-30" — RED —BROWN MEDIUM SAND
Notes: Test Pit #13 was conducted in the approximate location shown on the attached
30-42 — BROWN MEDIUM SAND map, approximately 60' east of Test Pit #12. As the profile was nearly identical to Test
42-65" — GRAY —BROWN FINE SAND Pit #12, a full description was not recorded.
MOTTLING @ 42" Test Pit #13 should be used in conjunction with Test Pit #12, using 24" as the depth to
DESIGN BOUNDARY CONDITION @ 42" seasonal high groundwater for a system in this location. Submission of professionally
engineered plans for a conventional shallow absorption system is required as part
ALLOWABLE ABSORPTION FIELD - SHALLOW of a complete application.
BOTTOM OF TRENCH INSTALL DEPTH = 18-
TP-18 - 10128121 BY. L.W. DOBIE, P.E. ADDITIONAL SITE SOILS DATA ADDITIONAL SITE SOILS DATA
- LOT 6
PERCOLATION TESTS
0-8" - TOPSOIL / FOREST DUFF
PT-1 - 10128121 BY. L.W. DOBIE, P.E.
8-34" - RED -BROWN MEDIUM SAND
STABILIZED PERCOLATION RATE.
34-48" - BROWN MEDIUM SAND
3 MINUTES, 30 SECONDS PER INCH
48-70" - GRAY -BROWN FINE SAND
MOTTLING @ 48"
PT-2 - 10128121 BY. L.W. DOBIE, P.E.
DESIGN BOUNDARY CONDITION @ 48"
STABILIZED PERCOLATION RATE:
ALLOWABLE ABSORPTION FIELD - CONVENTONAL
3 MINUTES, 15 SECONDS PER INCH
BOTTOM OF TRENCH INSTALL DEPTH = 24"
2023583256
y Instr # 2023-3000067
09/25/2023 02:35:34 PM
1 Pages
MAP
Pamela J. Vogel, Warren Co Clerk FILED
- LOT 3
TP-21 — 6128123 BY. L.W. DOBIE, P.E.
0-4" — TOPSOIL / FIELD GRASS
4-48" — RED —BROWN MEDIUM SAND & GRAVEL
48-80" — GRAY —BROWN FINE & MEDIUM SAND
NO BOUNDARY CONDITION ENCOUNTERED
ALLOWABLE ABSORPTION FIELD — CONVENTIONAL
BOTTOM OF TRENCH INSTALL DEPTH = 24"
PERCOLATION TEST
PT-21 — 6128123 BY. L.W. DOBIE, P.E.
STABILIZED PERCOLATION RATE:
3 MINUTES PER INCH
P2021-0215; Mann, Soils PARCEL 23.2
November 3, 2021
Test Pit #15 (43.4095 N;-73.643729 W) LOT 6
Date: October 28, 2021
Mapped Soil Series: Charlton fine sandy loam
Distance to nearest jurisdictional wetland > 100'
Distance to nearest existing or proposed well > 100'
Distance to nearest water body > 100'
Depth to Seasonal High Groundwater Table = 36"
Depth to bedrock or refusal > 60"
Depth of test pit = 60"
Slope < 8%
Acceptable System: Conventional Shallow Absorption
Notes: Test Pit #15 was conducted in the approximate location shown on the attached
map. Full data were collected by engineer Lucas Dobie.
Test Pit #16 (43.407898 N:-73,643383 W) LOT 7
Date: October 28, 2021
h
Mapped Soil Series: Charlton tine sandy loam
Distance to nearest jurisdictional wetland > 100'
IN
Distance to nearest existing or proposed well > 100'
Distance to nearest water body > 100'
Depth to Seasonal High Groundwater Table > 48"
Depth to bedrock or refusal > 72"
265--1-72
Depth of test pit = 72"
Lands N/F
Slope = 15%
Richard A. Meyer
Acceptable System: Conventional Standard Absorption
L. 4884 P. 172
Notes: Test Pit #16 was conducted in the approximate location shown on the attached
map. Full data were collected by engineer Lucas Dobie.
Test Pit #17 (43.409252 N•-73.643425 W
Notes: Test Pit #17 was conducted in the approximate location shown on the attached
map. Full data were collected by engineer Lucas Dobie.
Test Pit #18 (43.40982 N;-73.643688 W)
o
Notes: Test Pit #18 was conducted in the approximate location shown on the attached
y
map. Full data were collected by engineer Lucas Dobie.
f�
WASTEWATER ABSORPTION
TRENCH INSTALLATION SCHEDULE j
PARCEL
I BOUNDARY
MAXIMUM TRENCH
CONDITION
INSTALLATION DEPTH
LOT 1
> 48"
24"
LOT 2
> 48"
24"
LOT 3
24"
AT GRADE
LOT 4
> 48"
24"
LOT 5
48"
24°"
LOT 6
48"
249E
LOT 7
> 48"
24r°
LOT 8
> 48"
24"
LOT 3 STREAM CROSSING NOTE
NYSDEC ARTICLE 15 PROTECTION
OF WATERS PERMIT AND
U.S. ARMY CORPS OF ENGINEERS
PERMIT REQUIRED TO BE OTAINED
PRIOR TO CONSTRUCTION OF
STREAM CROSSING
LOTS 4 & 5 DRIVEWAY NOTE
I
HIGHWAY RIGHT-OF-WAY WORK
PERMIT REQUIRED FOR DRIVEWAY
CURB CUTS & CULVERT
INSTALLATIONS PRIOR TO
BEGINNING WORK ON THOSE LOTS
LOT 5 NYSDEC SPDES NOTE
IF LOT 51S DEVELOPED AS SHOWN,
WITH DISTURBANCES WITHIN
USDA "Ett CLASSIFIED SOILS',
AN INDIVIDUAL SPDES PERMIT WILL
BE REQUIRED FROM NYSDEC
PRIOR TO BEGINNING WORK ON LOT 5
i
PARCEL 26
.-1-2 .2
PROJECT 291682B
f
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WELL & W/W LOCATIONS PER :
MAPOFAS VEY DEFOR
y(
CHARLES JEFFREY IQCE
: -
265.-1-69
BY: VAN DUSEN & STEVES
LAND SURVEYORS
1
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REVISED: 9-20-88II
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266.1-2-60
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P l r £ & Kry� stin A. Preuss
L.1 114279 P. 101 WELLt
W/W* ( . `
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266.3-1-48 VJ
Lands N WELLt
i�U.eremy R. S.rp
E �? III,�IIl�ames 0. J sap
I IIIY1 55$ P 95
WLOGTI0I1 W/u
4 Lr 1.F
I '
, II
j7f } i q¢i
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266.3-1-47
Lands N/F
rt r
Lizbeth S. Hou Ti -
# 1 Randy S. Ho gh
I € L. 862 P. 2 4
a
£
PROP.14'W
DRIVE %, l ; IkF
ORIGINAL SITE SOILS DATA
TEST PITS
TP-1
— 12112120 BY. L.W. DOBIE, P.E.
TP-5 — 12112120 BY: L.W. DOBIE, P.E.
— LOT 5, LOWER PORTION
— LOT 3 HOUSE SITE
0-10" — TOPSOIL
0-6" — TOPSOIL / FOREST DUFF
10-28" — RED —BROWN MEDIUM SAND
6-36" — MEDIUM BROWN LOAM
28-48" — BROWN MEDIUM SAND
36-72" — MEDIUM BROWN SILT LOAM
48-62" — GRAY —BROWN GRAVELLY SAND, WET
SOME CLAY, MOTTLED
ROOTS TO 48", WATER AT 56"
WATER AT 54"
BOUNDARY CONDITION @ 48"
BOUNDARY CONDITION @ 36"
TP-2
— 12112120 BY.° L.W. DOBIE P.E.
LOT 3 ALLOWABLE ABSORPTION FIELD — SHALLOW
— LOT 5, MIDDLE PORTION
BOTTOM OF TRENCH INSTALL DEPTH = 12-
0-8" — TOPSOIL
8-36" — RED —BROWN MEDIUM SAND
TP-6 — 12112120 BY. L.W. DOBIE, P.E.
36-64" — BROWN MEDIUM SAND
— LOT 3, HOUSE SITE
ROOTS TO 48" DRY ENTIRE DEPTH,
0-4" — TOPSOIL / FOREST DUFF
NO BOUNDARY CONDITION
4-30" — BROWN FINE LOAMY SAND
LOT 5 ALLOWABLE ABSORPTION FIELD — CONVENTIONAL
30-50" — MEDIUM BROWN LOAM
TP-3
— 12/12/20 BY, L.W. DOBIE, P.E.
ROOTS TO 30", MOIST AT 50"
BOUNDARY CONDITION @ 30"
— LOT 1, MIDDLE PORTION
0-10" — TOPSOIL
LOT 3 ALLOWefiBLE ABSORPTION FIELD —SHALLOW
10-24" — ORANGE —BROWN FINE SAND
BOTTOM OF T�- ENCH INSTALL DEPTH = 6-
24-74" — BROWN FINE —MEDIUM SAND
NO BOUNDARY CONDITION
TP-7 — 12112120 BY: L.W. OOBIE, P.E.
LOT 1
ALLOWABLE ABSORPTION FIELD — CONVENTONAL
— LOT 4, HOUSE SITE
0-8" — TOPSOIL / FOREST DUFF
TP-4
— 20 L L.W.DOBIE, P.E.
8-36" — RED —BROWN MEDIUM SAND
LOT Z MIDDDL POW.
— LOT 2 PORTION
R
36-72" — BROWN MEDIUM SAND
0-8" —TOPSOIL
8-26" —ORANGE—BROWN FINE SAND
ROOTS TO 36", NO BOUNDARY CONDITION
26-76" — BROWN FINE —MEDIUM SAND
LOT 4 ALLOWABLE ABSORPTON FIELD — CONVENTIONAL
NO BOUNDARY CONDITION
LOT 2 ALLOWABLE ABSORPTION FIELD -- CONVENTIONAL
TP-8 — 12112120 BY. L.W DOBIE, P.E.
PARCEL 23.2 — LOT 8
0-10" — TOPSOIL / FOREST DUFF
10-38" — RED —BROWN MEDIUM, SAND
38-50" — BROWN MEDIUM SAND
50-72" — GRAY —BROWN FINE SAND
0f NE DRY ENTIRE DEPTH, ROOTS TO 38"
W _�~'` DESIGN BOUNDARY CONDITION @ 50"
PARCEL 23.2 L ,4 OWABLE ABSORPTION FIELD —
TAX MAP # 265.-1-23.2 BOTTONTIoNAt
BOTTOM OF ii'ENCH INSTALL DEPTH = 24"
TOWN OF QUEENSBURY fi
SUB 4-2022, AV 19-2022, FWL 6-2022zfipz6
ADIRONDACK PARK AGENCY
PROJECT 2021-0215
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
TAX MAP # 265.4-23.1
TOWN OF QUEENSBURY
SUB 5-2022, AV 18-2022, FWL 7-2022
ADIRONDACK PARK AGENCY
PROJECT 2021-0215
1' I
1 1
APPROVAL DRAWINGS
8/8/2023
10
RE —ISSUED TO ADIRONDACK PARK AGENCY
7/11/2023
9
RE —ISSUED TO ADIRONDACK PARK AGENCY
7/5/2023
266.3-1-46
8
RE -ISSUED TO ADIRONDACK PARK AGENCY & TOWN OF QUEENSBURY
4/5/2023
J (
Deborah A ice x
L. 4012 P s OWNERS -APPLICANTS
IJ
7
RE -ISSUED TO ADIRONDACK PARK AGENCY
11/11/2022
JEFFREY & JOANNE MANN
6
RE -ISSUED TO TOWN OF QUEENSBURY PB
11/10/2022
P.O. BOX 4071
5
ISSUED TO TOWN OF QUEENSBURY PB & ZBA
4/14/2022
`. IPF
UEENSB�R 1 NY 12804
4
RESUBMIT TO ADIRONDACK PARK AGENCY
12/16/2021
`
,
r sl I
{
(518) 361-2013
3
FIRST SUBMISSION TO ADIRONDACK PARK AGENCY
9 17 2021
/ /
E 76 { ,�
'V I
266.3-1-45
2
RE -ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY
7/19/2021
u ' ?
2
Lands NIF
Zachary F. Jordan ®
L. 5811 P> 153 Dig PSafely.
1
ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY
10/28/2020
265.-1-73.a1 Rt, ras 'ssw stone wa A1833'-05W
Lands N F
NQwI Y®f,�
0
ISSUED TO TOWN OF QUEENSBURY FOR SKETCH PLAN PHASE
10/15/2020
°
Jeremy James Entwi le 3
& Cassie Elaine Leon rd
0 Call Before You Dig
N o -
Revisions
Date
L. 5789 P. 192 .2
p Wait The Required Time
IOVERALL SUBDI �° SION PLAN
0 Confirm Utility Response
PARCEL 265.-1-23.2 El Respect The Marks
PROJECT 2916821B
El Dig With Care
800.962-7962
prepared for;
www.digsafelynewyork.com
Jeffrey & loanne Mann
MAP REFERENCE
Bay Road & Pickle Hill Road
THIS SET OF DRAWINGS IS ISSUED FOR THE CONSTRUCTION OF THE MAIN SHARED ROAD BASE SURVEY INFORMATION TAKEN FROM: "MAP
Town of Queensbury, Warren County, NY
AND ASSOCIATED 6RQDING & DRAINAGE & STORMWATER MANAGEMENT
SYSTEMS. OF A SUBDIVISION MADE FOR JEFFREY D.
Drawn: LWD
Checked: GTH
Scale: 1"=150'
Date: 9/25/20
DETAILED ARCHITECTURAL LAYOUTS OF THE INDIVIDUAL RESIDENCES HAVE NOT BEEN MANN"
COMPLETED. GRADING & STORMWATER MANAGEMENT SYSTEMS FOR THE RESPECTIVE LOTS PREPARED BY: RUSSELL E. HOWARD LICENSED
ARE CONCEPTUAL IN DESIGN AND ARE TYPICAL FOR THE FOOTPRINTS SHOWN. IT IS
169 Hovlland Rood
291682A-01—S2
LAND SURVEYING, HUDSON FALLS, NY, DATED
Queensbury, NY 12804
RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNEPIBUILDER TO OBTAIN THE
APPROVALS AND PERMITS FOR THEIR RESPECTIVE DESIGNS.
NECESSARY APRIL 15, 2021, LAST REVISED JULY 19, 2021
(518) 745-0307 Phone
2916$28—®1-52
a
Hutchins
Engineering P L LC 518? 74 5— 0308 Fox
STONE
PILE
STONE
PILE
TOWN OF QUEENSBUR Y
RR-3X - RIJRAL RESIDENTI AL 3-ACRE
MINIMUM LOT SIZE - 3-ACRES
FRONT SETBACK -
IOU
SIDE SETBACKS -
75'
REAR SETBACK -
IOU
SHORELINE SETBACK -
7 5'
BUILDING HEIGHT -
35'
LOT W IDTH -
40U
ROAD FRONTAGE -
40U
PERCENT PERMEABLE -
757.
ZONING R_V,0jjjP,VMENVS DENSITY CALCULATION
TOWN OF QUEENSBURY ZONING CODE, CHAPTER 179 PARCEL AREA - 35.23-AC
SECTION 179-3-040 A. (2) - RURAL RESIDENTIAL DISTRICT AREAS > 20% SLOPES = 7.93-AC
WETLANDS AREAS = 0.25-AC
LOT 2 STREAM BED AREAS = 0.2-AC
ROAD FRONTAGE AVAILABLE DENSITY = 35.23 - 7.93 - 0,25 - 0.2 = 26.85-AC
- 400' REQUIRED
- 325' PROPOSED, 75' OF RELIEF REQUESTED 26.85 AC / 3 AC/LOT = 8.95-LOTS ALLOWED
LOT WIDTH LOT 3 STREAM CROSSING NOTE
- 400' REQUIRED NYSDEC ARTICLE 15 PROTECTION
- 362' PROPOSED, 38` OF RELIEF REQUESTED
OF WATERS PERMIT AND
TOWN OF QUEENSBURY STORMWATER MANAGEMENT CODE, CHAPTER 147 U.S. ARMY CORPS OF ENGINEERS
SECTION 147-9 - PERFORMANCE AND DESIGN CRITERIA,.. PERMIT REQUIRED TO BE OTAINED
LOTS 3, 4 & 5 PRIOR TO CONSTRUCTION OF
RELIEF FROM NYSDEC STORMWATER MANAGEMENT DESIGN MANUAL STREAM CROSSING
- HORIZONTAL SEPARATION FOR INFILTRATION DEVICES FROM
WATERBODIES, STREAMS, WETLANDS, WELLS
- 100-FT REQUIRED, 50-FT PROPOSED, 50-FT OF RELIEF REQUESTED LOTS 4 & 5 DRIVEWAY NOTE
- VERTICAL SEPARATION FOR INFILTRATION DEVICES FROM HIGHWAY RIGHT-OF-WAY WORK
SEASONAL HIGH GROUNDWATER PERMIT REQUIRED FOR DRIVEWAY
- 3-FT REQUIRED, 2-FT PROPOSED, 1-FT OF RELIEF REQUESTED CURB CUTS & CULVERT
LOT 4 INSTALLATIONS PRIOR TO
RELIEF ALLOW DRIVEWAY ACCESS TO PICKLE HILL ROAD, OVER LOT 3 BEGINNING WORK ON THOSE LOTS
LOT 5 NYSDEC SPDES NOTE
IF LOT 5 IS DEVELOPED AS SHOWN,
WITH DISTURBANCES WITHIN
USDA "E" CLASSIFIED SOILS,
AN INDIVIDUAL SPDES PERMIT WILL
BE REQUIRED FROM NYSDEC
PRIOR TO BEGINNING WORK ON LOT 5
AREA VARIANCE SUMMARY
265.-1-29
Lands
N/F
265.-1-64 �`
Lands N/F RIGHT OF WAS'
LJ
WELL± 26 -1- 5
'-�
Michael D.
Canale
N12'3245-E Michael D. Canale ', �EE MAP NOTE 3
La /F
L. 3419
P. 259
2Z93' L. 679 P. 276 0
Clarence V. Burt &
Dorothy M. Burt
S89 04 45 E11 L. 503 F 343
S8775 20"E ree with 520.23' sh d W/W±
\ \ \
616.11' laze - :: IRF BDLT IPF 525.00' 30.0��"`� over 4.9'_1 S02'32'45�14!
PROP, TOTAL LIMITS OF DISTURBANCE o o well s N8672'11 "W
FOR LOT 5 PROSECT = 49 500 SF �, �^ `S IPF 53. 72,E a w1w,oc4TroNs
r G
_ 75' SIDE SETBACK 9 s� 5.- 24
F — �9 �' S0f W F
I `f O _ �� 9�02�o �oI� Matthew Scott &
Jane Sutton,
f f f € 1 ^ L. 853 P. 282
LOT 5 pp j � 1 [ ( � w/w ion 13 P. 274
1' j # )III
I �� PER T.O.QQ. BP B333 �IR
11.57f ACR l 1 )I(I ` I q, F
1 f / If 1# —
55 #
EROSION CONTROL IMPLEMENTATION SCHEDULE
PRACTICE
IMPLEMENTATION TIME
DURATION OF PRACTICE
I
ENTIRE PROJECT (REMOVE AFTER FINAL
SEDIMENT CONTROL
PRIOR TO CLEARING AND SOIL
SITE STABILIZATION AND VEGETATION
FENCE
DISTURBANCE
ESTABLISHMENT)
STABILIZED
DURING INITIAL SITE WORK
ENTIRE PROJECT (REMOVE DURING FINAL
CONSTRUCTION
MOBILIZATION
� DRIVE RECONSTRUCTION)
ENTRANCE
TEMPORARY SEEDING &
AFTER INITIAL SITE GRADING
UNTIL FINAL GRADING AND VEGETATION
MULCHING
ESTABLISHMENT
STORMWATER
DURING FINAL SITE GRADING
PERMANENT
DETENTION AREAS
SEEDING & OTHER
VEGETATION
AFTER FINAL SITE GRADING
PERMANENT
STABILIZATION
AO i I OCrPER T.O.Q. BP 0745-2019
I o CMP ulvert
—�h a<phalt road
612 za s8 490 plC�f'L- E
60
WELL± {IPF /' �, �244 � E#,� r''5I
W/Wf (( / f v�~ ( /K ' _.__ 1LANDS - .00
WELL & W/W LOCATIONS i j 1 (� ` i' 49 }
O __..._
PER T.O.Q. 8P 2012-365 1 / N # � I L, :`h $ � DiSYWn
or
o f } Iy e� s ea
Lands N/F h ! . �r 1 4CRL, R9 t�Wl 100' F ONTS�
Patrick G. O'Rourke = f t - � _ ° �� Zf A,
L. 781 P 169 u �� FLACGEDBY AP o
d �� 500 t Jur1E 2023 `, si e
410 WETLANDS Azi
S8639'a6 EI ;' 1 ; P { / �FLAGGEDBY APAe'l \ L 1 W!
=><� ire fence line JUNE2023 \ \
�-.— N 1 vi' VE.JU DS , 7 WETLANDSXI 'P�c FLAGGED BY APA '% W ` \ VJ I
R +e f GGEDB'i.AP 1 ":: Z 3 OCT.2021 �It LOT
t,"�1' .� J l J / WETLANDS yet fills �' - '' . i 1
_w �� NE2o23 �Ez WETLAND '..,;
] y yXe ./t iEP �F j ♦ O
`\ jff �'S. 9 6 f AC 1
. 141
,iM1 O \ XB ,,,....- ,....✓ # f � s ` €t PILE
T\ 1 ocK
group o �
253, -1- 3
Lands N/F
State of New York
PROP. VEGETATED
DETENTION AREA
STORM BASSI% (TYPICAL)
,, D--'
I
�e
�I
�I
Q
LQ
N�.
0000
0o
trees W N N
I Q 0) TF
j
1
w i i WETLANDS fi r 100 W o o
X2l
OCT.2021 f ( TP
j Q/
if
�
x
TLANDS lI' E _ �►�., F 11 /` [�
' i
j cz oo i it h l d 4h /
-12 I It U I ) N N I f O
BENCHMARK
NAIL IN POLE
ELEV.= 500.5'
culvert
j
I
UACi';�f
400.00'
<r
12 ryo
�
10U FONT SET
J
.��. .ram,
� {
i
'� �,�9• 9
A /
�.
\
AtI V •YA10
4
'LOT
>
3
. 37 ACRES' -�!Q
f
N
d
N CO
ti
} f 1 oD
-2 i" O OI -
7
..„..„..,• Q tns
�i7671
CH M A s °, WETLANDS t I{ w ;' a �ocK
F
"
ro N ,_, IN_..POLE ? f <V FLAGGED BY APA /Ems-
r ,
�- r
265.-1-22
Lands N/F
Brian J. Douglas & PROP. TOTAL LIMITS OF DISTURBANCE
WASTEWATER SYSTEM MATERIAL Mar Lou Douglas1493 FOR LOT 4 PR03ECT = 39,000 SF
229
SPECIFICATIONS
HOUSE SEWER
PIPING TO BE 4" SDR-35 PVC. INSTALL WITH 114" PER FOOT
MINIMUM SLOPE
EFFLUENT SEWER
PIPING TO BE 4" SDR-35 PVC. INSTALL WITH 118" PER FOOT
MINIMUM SLOPE
ABSORPTION TRENCH PERFORATED PIPE
PIPING TO BE 4" PERFORATED PVC
WASHED STONE
STONE IS TO BE 314" TO 1-112"
WASHED STONE
FILTER FABRIC
FILTER FABRIC TO BE TENCATE MIRAFI 140N OR EQUIVALENT 4
OZISY MINIMUM
BACKFILL MATERIAL
BACKFILL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES
GRATER THAN 3"
TOPSOIL
PLACE 4" MINIMUM TOPSOIL
OVER ENTIRE BACKFILL AREA. SEED,
MULCH, AND ESTABLISH TURF
Dig Safely,
OWNERS - APPLICANTS
NevrrY�DrI�
JEFFREY & JOANNE MANN
Call Before You Dig
Wait The Required Time
,9 (��7
P.O. BOX 40 1 I
M Confirm Utility Response
Respect The Marks
QUEENSBURY, NY 12804
El Dig With Care
800-962-7962
(518) 361-2013
www. d ig safelynewyork.cown
tS� ELE:V.= 544:"R;, .. 7 j OCT.2021 I s P• 0 , # tnl VI p e.. vv� 100% ESERVE
A _
.p V
v ,,• n \ L 7_1 Cc,,,)W I� 1IL WEII
n u M II II1I 11 RE c
QOECRES -tt -= s
SETB
w
P2 r M u u�Fu ' • 100' CHANNE Zw'� Woft.
SCSI 4-y'
SETBACK t:-.j¢ / �� V soz� w ......... ......
355.44' tW W! jW 100 .HE`S I \.. " 1 c s�°a`pz`E 1 -- .._ PROP, .,--��
m_
f 1 WEIC`
420.95'--sacK �Ivwi �\ oIE�4 ea(ge of woods 510— ---
N8776'47"W m
wire ence remains 1 /
WASTEWATER SYSTEM
COMPONENT SCHEDULE
SITE PLAN
COMPONENT
SIZING & MATERIAL
SYMBOL
A
#
HOUSE SEWER PIPE
{ 4" SDR-35 OR SCH-40 PVC
1250 GAL PRECAST CONCRETE
B
SEPTIC TANK
- ALTERNATIVE SIZING PER
WASTEWATER SYSTEM SIZING
SCHEDULE
C
EFFLUENT SEWER PIPE
4" SDR-35 OR SCH-40 PVC
D
DISTRIBUTION BOX
(6) HOLE PRECAST CONCRETE
(4) PIPE -IN -STONE TRENCHES @
E
ABSORPTION FIELD
60' EACH - ALTERNATIVE SIZING
PER WASTEWATER SYSTEM
SIZING SCHEDULE
100% FUTURE
I
F
REPLACEMENT
SAME AS ABSORPTION FIELD
ABSORPTION FIELD
I
P
EFFLUENT PUMP
500 GAL PRECAST CONCRETE
STATION
W/DUPLEX PUMPS
FM
EFFLUENT FORCE MAIN
2" HDPE SDR-11 OR
2" PVC SDR-26
PROP. TOTAL LIMITS OF DISTURBANCE
FOR LOT 3 PR03ECT = 59,000 SF
OVERALL SUBDIVISION PLAN GRAPHIC SCALE
50 0 25 50 100 200
SCALE: 1 "=100'
( IN FEET j
WASTEWATER ABSORPTION TRENCH
INSTALLATION SCHEDULE
PARCEL
BOUNDARY
CONDITION
I MAXIMUM TRENCH
INSTALLATION DEPTH
LOT 1
> 48"
2411
LOT 2
> 48"
" 2411
LOT 3
2411
AT GRADE
LOT 4
> 48`°
I 241E
LOT 5
4811
24"
40Z94
--M Z�4J'371W 402.Q0' [Iwo, stake
N8749'36"W
PROP. TOTAL LIMITS _ PROP. TOTAL LIMITS
26 5. -1- 72 OF DISTURBANCE OF DISTURBANCE
Lands N/F FOR LOT 2 = 96,000 SF FOR LOT 1 = 121,500 SF
Richard A. Meyer
L. 4884 P. 172
WASTEWATER SYSTEM SETBACK SCHEDULE
PROPERTY LINE
HOUSE
DRAINAGE DITCH
WATERBODIES
SEPTIC TANK
10,
10,
s 10,
50'
ABSORPTION FIELD
(TOE OF FILL)
10'
20`
20`
100'
concrete
pad
188.41 '
N87'50'44"W
Ww LOCATION
PER T.O.Q. BP 2003-407
llli
IIIII
III}II�
well
M0
stream
h
Ff.AGGED BY
11UTCNINS
ENGINEERING �y
wet
area
j
C}
^•'� i
1
.-OAF �
rcE{•�
265.-1-23.3
Lands
N/F
Charles & aaw4'��
Ethel Weeks
L. 6557
P. 28
1j ") Ic
tran SfOrmef
.#
® meter box
1
retention I
wall
l��p'
f ��t3ff
z
deck
T `
• it
1�
TAX MAP # 265.4-23.1
TOWN OF QUEENSBURY
SUB 5-2022, AV 18-2022, FWL 7-2022
ADIRONDACK PARK AGENCY
PROJECT 2021-0215
MAP REFERENCE
BASE SURVEY INFORMATION TAKEN FROM: "MAP
OF A SUBDIVISION MADE FOR JEFFREY D.
MANN"
PREPARED BY.- RUSSELL E. HOWARD LICENSED
LAND SURVEYING, HUDSON FALLS, NY, DATED
APRIL 15, 2021, LAST REVISED JULY 19, 2021
IL
o
0
o"
0
M
p�
N
0
0
N
N
N N
Q o
o 2 LL
OF NEW �lw
LB 21
fi M
p�ElPceclClA `D
211.60' IRF ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
11
APPROVAL DRAWINGS
8/8/2023
10
' RE -ISSUED TO ADIRONDACK PARK AGENCY
7/11/2023
9
0 RE -ISSUED TO ADIRONDACK PARK AGENCY
7/5/2023
8
RE -ISSUED TO ADIRONDACK PARK AGENCY & TOWN OF QUEENSBURY
4/5/2023
7
RE -ISSUED TO ADIRONDACK PARK AGENCY
11/11/2022
6
RE -ISSUED TO TOWN OF QUEENSBURY PB
11/10/2022
5
ISSUED TO TOWN OF QUEENSBURY PB & ZBA
4/14/2022
4
RESUBMIT TO ADIRONDACK PARK AGENCY
12/16/2021
3
FIRST SUBMISSION TO ADIRONDACK PARK AGENCY
9/17/2021
2
RE -ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY
7/19/2021
1
ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY
10/28/2020
0
ISSUED TO TOWN OF QUEENSBURY FOR SKETCH PLAN PHASE
10/15/2020
No.
Revisions
I Date
OVERALL SUBDIVISION PLAN - LOTS 1-5
prepared for:
Jeffrey & Joanne .Mann
Bay Road & Pickle Hill Road
Town of Queensbury, Warren County, NY
Drawn: LWD Checked: GTH Scale: 1"=100' Date: 9/25/20
169 Havilond Road
Queensbury, NY 12804
291 6$2A-�1
�J "S3
Hutchins
Engineering PLLC (518) 745-0300 Phone
� � ; 518) 745-0308 Fox
G
SITE SOILS DATA - ADIROb 'DACK PARK AGENCY
culvert
PICAIE;',Hv I I V v o
INSTALL STABILIZED
CONSTRUCTION ENTRANCE
'DURING INITIAL SITE W ORK
f
ROAPLL!!!�
PROP. ROCK
OUTLET WEIR
0
4� WETLANDS it':' :5.00' /
.I f'LF �.'
PROP. FB -
49 - PROP.IBL2C
VEG. FOREBAY
^Oq `WL= MEG. INFIL. BASIN
F LXQGED $i PROP. RocK
HUTCHINS OUTLET wEIR
ETAQNEERING
00
SW STREAM OR N
WETLAND SETBACK """
(STORMW AL _ -*L
INFILTRATION) �C) � �" EB
00 i
I00' F_ ONrr r�
LLJ
Ln
>
N�
NCN
S
PROP. COLD WEATHER
I INFILTRATION TRENCH
I �
t I PROP, SEDIMENT
CONTROL FENCE 0 z
� (TYPICAL)
50' STREAM OR
WETLAND SETBACK �' V)
(STORMW ATER ILOT
INFILTRATION) �
'I -\Ni
A5 0
� '96+L)
� � I
5
s!
N/x ro �f
�tiG g P I
tr es 0
I I N
Q0
o I,.. ' PROP. COLD WEATHER
n P
INFILTRATION TRENCH
� t S0,
f 1 �----Soo N
COQ0
0000
t � ' PROP. COLD : I :WEATHER ,.,
\ 1 W It
TP TRENCHTION I\
`o 14 INFIL. PROP. IBLIB < V
BASIN VEG. INFIL. BASIN
k;
:
s.
f; fi
I � ,1 PROP. ROCK
, =1� i ! N
- SF I OUTLET W EIR Ln INFIL. F 0 i
o 10
PROP. ROCK LL
O f f OUTLET WEIR [,,,, If,0 /RE/ ff o\ -sos
l z PROP. IBL2C I �`� a FORE Y �' � � 04
VEG. INFIL. BASIN ` s �°
SF oq
. yam`
�'�.e S,c\
(j
t / �` N Ar SF OS
ff ) 0 S
�. .f 1 O6
/ sF
PROP. CONC. \ SF PROP. FBL2B
W &SHOUT o ❑ ' MEG. FOREBAY
T jr� act
I
— I
L0 1
?, PROP. FBuc
VEG. FOREBAY
J lY 06� �i �7
\.
/ p -
,
3 a
m 1 +-
G
$ Q D
II t O ■ ■�0?aiC
S06 GOOO O
SCKQ
/
\ ,
� � � / PROP. TOTAL LIMITS
407.94
/ OF DISTURBANCE
/ / FOR LOT 2 = 96,000 SIT -
HOUSE ROOF LEADER NOTE
PIPE GUTTER DOWNSPOUTS TO
NEAREST STORM BASIN FOREBAY
Dig OSafely.
New York
M Call Before You Dig
[� Wait The Required Time
Confirm Utility Response
Respect The Marks
Dig With Care
800.962-7962
www.digsafelynewyork.com
i
WASTEWATER SYSTEM SETBACK SCHEDULE
PROPERTY LINE HOUSE DRAINAGE DITCH WATERBODIES
10I in, 10, 50'
SEPTIC TANK
ABSORPTION FIELD
(TOE OF FILL)
I
10` I 20' I 20' i 100,
.0
PROP. COLD WEATHER '
INFILTRATION TRENCH
rn
n
0
d
°° - INFIL.
BASIN
_n
PROP. IBLIE
VEG. INFIL. BASIN
I s�l
I \s
�I
pal
e
INSTALL.. S►P.►SiLicLu
CONSTRUCTION ENTRANCE
DURING INITIAL SITE W ORK
1 CUM
t
a „ �,o SITE DEVELOPMENT
� DATA LOT
�F
n , LOT AREA
272,558 SF =
u' 6.37-AC
" IMPERVIOUS
SITE FEATURE AREA
pp {
I \ \ 5V WETLAND HOUSE 3800 SF
00 � SETBACK
v, ($TORMW ATER DRIVE 9615 SF
PROP. SEDIMENT IWFILTRATION)
CONTROL FENCE I
,� (TYPICAL)
TOTAL 13,415 SF
�—PROP. TOTAL LIMITS
OF DISTURBANCE I PERCENT 4 9%
FOR LOT 1= 121,500 SF IMPERVIOUS
I PERMEABILITY 95.1 %
L)
I SITE DEVELOPMENT
DATA - LOT 2
LOT AREA
� I 259,411 SF =
_. � 5.96-AC
iLOT
�j IMPERVIOUS
SITE FEATURE AREA
CRES, E ;.�,
r- � P- HOUSE 3800 SF
,37+
c))
CN (z DRIVE 9395 SF
— PROP. ROCK I d
OUTLET WEIR PROP. ROCK ` ,
OUTLET'WEIR v 1
— PROP. COLD WEATHER PROP. COLD WEATHER TOTAL 13,195 SF
INFILTRATION TRENCH INFILTRATION TRENCH
IPROP, SEDIMENT PERCENT 51%
CONTROL FENCE IMPERVIOUS
. _ (TYPIICAL)
PERMEABILITY 94.9%
- mop .IBLi6
\a SF SF VEG.INFIL. BASIN
oo-=-
Q SF lr
FOREBAY INFIL. 9s c
SF /� oo so 00 9y BASIN
I. 01
®tTiO 1� SIQl �
0
5 SF sF n
VEG PROP. T LIB
o`O
EBAY
PROP. FBA -IC
MEG. FOREBAYRESERVE n
Q` PROP, CONC.
WASHOUT T
TP11 1 / / SF SST L-C: G
e 14 CONV N-TI-uy=� ._.. _ .
s -
- — —
SQN E T
I S„IGG�p�- _ -=
_ 06
PROP, i
I -
___
WELL
510
edge of woods 1
._.
402. 06'
wood stoke
DETAILED SUBDIVISION PLAN - LOTS 1 & 2
SCALE: 1 "=40=
GRAPHIC SCALE
20 0 10 20 40 80
IN FEET i
HOUSE ROOF LEADER NOTE
PIPE GUTTER DOWNSPOUTS TO
NEAREST STORM BASIN FOREBAY
2023583256
Pamela J. Vogel, Warren Co Clerk
Instr # 2023-3000067
09/25/2023 02:35:34 PM
1 Pages
MAP
FILED
TEST PITS
TP-3 - 12112120 BY. L.W. DOBIE, P.E.
- LOT 1, MIDDLE PORTION
0-10" - TOPSOIL
10-24" - ORANGE -BROWN FINE SAND
24-74"' - BROWN FINE -MEDIUM SAND
NO BOUNDARY CONDITION
LOT 1 ALLOWABLE ABSORPTION FIELD - CONVENTIONAL
TP-4 - 12112120 BY: L.W. DOBIE, P.E.
- LOT 2, MIDDLE PORTION
0-8" - TOPSOIL
8-26" - ORANGE -BROWN FINE SAND
26-76" - BROWN FINE -MEDIUM SAND
NO BOUNDARY CONDITION
LOT 2 ALLOWABLE ABSORPTION FIELD - CONVENTIONAL
FWASTEWATER ABSORPTION TRENCH
INSTALLATION SCHEDULE
PARCEL BOUNDARY
CONDITION
MAXIMUM TRENCH
INSTALLATION DEPTH
LOT 1 > 48"
24"
LOT 2 > 48°
24"
ADDITIONAL SITE SOILS DATA
PERCOLATION TESTS
PT-1 - 10/28/21 BY: L.W. DOBIE, P.E.
STABILIZED PERCOLATION RATE:
3 MINUTES, 30 SECONDS PER INCH
PT-2 - 10128121 BY. L.W. DOBIE, P.E.
STABILIZED PERCOLATION RATE:
3 MINUTES, 15 SECONDS PER INCH
I
NEW PORK 'Adirondack
STATE Or
OPPORTUNIT'f Park Agency
KATHY HOCHUL TERRY MARTINO
Go+;error Executive Director
P2021-0215 Soils Data
These data may be shared for use in onsite wastewater treatment system design.
Test Pit #11 (43 409901 N•-73.647126 W) LOTS 1 & 2
Date: October 28, 2021
Mapped Soil Series: Oakville loamy fine sand
Distance to nearest jurisdictional wetland > 100'
Distance to nearest existing or proposed well > 100'
Distance to nearest water body > 100' I
Depth to Seasonal High Groundwater Table > 48" li
Depth to bedrock or refusal > 72"
Depth of test pit = 72"
Slope < 3%
Acceptable System: Conventional Standard Absorption
Horizon Depth Redoxymorphic
inches USDA Texture Munsell Color Features
Ap 0-11 Fine sand 10yr 3/4, dark No
ello wish brown _
Bs 11-22 Fine sand 10yr 6/8, brownish No
ellow
BC 22-31 i Fine sand 10yr 6/4, light No
ellovdish brown
C 31-48+ Fine sand 10yr 6/3, pale No
brown
Notes: Test Pit #11 was conducted in the appro>:imate location shown on the attached
1 map.
Given consistency of mapped soils and topograp;iy in the vicinity, and the proximity of
the test pit location to the proposed property line, Test Pit #11 is sufficient to describe
soils for a proposed system on proposed Lot 1 and Lot 2.
Use of Test Pit #11 as a reference will require submission of professionally engineered
plans for a conventional standard absorption system. These plans are required as
part of a complete application.
ADDITIONAL SITE SOILS DATA
PERCOLATION TEST
PT-10 - 1013122 BY: HUTCHINS ENGINEERING PLLC
STABILIZED PERCOLATION RATE: 4 14INUTES PER INCH
INFILTRATION TESTS
IT-10 - 1013122 BY: HUTCHINS ENGINEERING PLLC
INFILTRATION RATE: 135 INCHES F'ER INCH
IT-11 - 1013122 BY HUTCHINS ENGINEERING PLLC
INFILTRATION RATE: 96 INCHES PAER INCH
LOT 2 - STORMWATER MANAGEMENT SUMMARY
TAG PRACTICE & LOCATION
SIZING
OUTLET
COLD WEATHER
MANAGEMENT
FBL2B -VEG. FOREBAY -LOT 2 GARAGE
BASE EL, 504, 260 SF
TOP EL. 505, 775 SF
ROCK WEIR EL. 504.5
IBL2B - VEG. INFIL. BASIN - LOT 2 GARAGE
BASE EL. 503, 50 SF
TOP EL. 505, 800 SF
ROCK WEIR EL. 504.8
a"IN x 20'L x 4'D STONE
INFIL. TRENCH
FBL2C -VEG. FOREBAY -LOT 2 GARAGE
BASE a, 500.5, 200 SF
TOP EL, 502, 1675 SF
ROCK WEIR EL. 501.5
IBL2C - VEG. INFIL. BASIN - LOT 2 GARAGE
BASE EL. 500, 2900 SF
TOP EL. 502, 5000 SF
ROCK WEIR EL. 501.8
YIN x 301 x 4'D STONE
INFIL TRENCH
I
FBL2D -VEG. FOREBAY -LOT 2 DRIVE
BASE EL. 498, 465 SF
TOP El 500, 2400 Sr
ROCK WEIR EL. 499.5
1
IBL2D -VEG. INFIL. BASIN -LOT 2 DRIVE
BASE EL. 498, 775 SF
TOP a, 500, 1750 SF
ROCK WEIR EL. 499.8 3 W x 25'L x 4°D STONE
INFIL. TRENCH
rvnrnT DV A I I!`FNCFrI
�E 40F NE MVIL
IOU
Y
C
s
°QpFF. %10*
TAB MAP ## 265.4-23.1
TOWN OF QUEENSBURY
SUB 5-2022, AV 18-2022, FWL 7-2022 0
ADIRONDACK PARK AGENCY
PROJECT 2021-0215
ALI r-KHI IVIV yr It 11 vvv�l1 "'
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
11 APPROVAL DRAWINGS
8/8/2023
10
RE -ISSUED TO ADIRONDACK PARK AGENCY
7/11/2023
9
RE -ISSUED TO ADIRONDACK PARK AGENCY
7/5/2023
8
RE -ISSUED TO ADIRONDACK PARK AGENCY & TOWN OF QUEENSBURY
4/5/2023
7
RE -ISSUED TO ADIRONDACK PARK AGENCY
11 /11 /2022
6
RE -ISSUED TO TOWN OF QUEENSBURY PLANNING BOARD
11/10/2022
5
ISSUED TO TOWN OF QUEENSBURY PB & ZBA
4/14/2022
4
RESUBMIT TO ADIRONDACK PARK AGENCY
12/16/2021
Revisions
Date
N o.
--
DETAILED SUBDIVISION PUS 4 - LOTS 1 & 2
prepared for:
Jeffrey & Joanne Mann
�
Bay Road & Pickle Hill Roed
Town of Queensbury, Warren County, NY
Drawn: LWD Checked: GTH Scale: 1"=40' Date: 9/25/20
169 Hoviland Road
Queensbury, NY 12804 291682A-01-S4
(518) 745-0307 Phone
^
Hutchins En aiC1(PIP-ISina 1�n LLr� !GIRL 7A4—nZrr. r _.
A i � T-T-7.1N A I A F I- T-rr' f' /*N T I ir n A TA IQTTFqnTi q OATA - 4, DTRONDACK PARK AGENCY
LOT 4 - CULVERT SCHEDULE
TAG & LOCATION
QTY & SIZE
INVERTS
C1 - ENTRANCE
(1) - 18" HDPE, 50 LF
INV. IN = 539
INV. OUT = 540
C2 - DRIVEWAY MIDPOINT
(1) - 24" HDPE, 40 LF
INV. IN = 520
INV. OUT = 517
C3 - STA 3+50
1
(1) - 15" HDPE, 50 LF
1
INV. IN = 507
INV. OUT = 502
LOT 3 - CULVERT SCHEDULE
TAG & LOCATION
QTY & SIZE
INVERTS
C1 - ENTRANCE
(1) - 18" HDPE, 35 LF
INV. IN = 490
INV, OUT = 489
C2 - STREAM CROSSING
72" ARCH, 25 LF
STREAM BED
SITE DEVELOPMENT DATA -
LOT 3
LOT AREA
314,188 SF = 7.21 -AC
SITE FEATURE
IMPERVIOUS AREA
HOUSE
3800 SF
DRIVE
10,425 SF
TOTAL
14,225 SF
PERCENT IMPERVIOUS
4.5%
PERMEABILITY
95.51%11,
SITE DEVELOPMENT
DATA - LOT 4
LOT AREA
158,257 SF
3.63-AC
F �SITE FEATURE
IMPERVIOUS
AREA
HOUSE
3080 SF
DRIVE
6670 SF
TOTAL
9750 SF
PERCENT
IMPERVIOUS
6.3%
PERMEABILITY
93.7%
27.93 ) L.
5 -----------
'0
LOTS 4 & 5 DRIVEWAY NOTE
HIGHWAY RIGHT-OF-WAY WORK
PERMIT REQUIRED FOR DRIVEWAY
679 P. 276 ON
S89 *04'45 "E
520.23 )
CD
525.00 )
h w—c:T
CURB CUTS & CULVERT I WELL±
INSTALLATIONS PRIOR TO
BEGINNING WORK ON THOSE LOTS
E"
WELL & W1W LOCATIONS
PER T. 0. Q. BP 2012-365
HOUSE
OUSE ROOF LEADER NOTE L
PIPE GUTTER DOWNSPOUTS TO
NEAREST STORM BASIN FOREBAY Lands NIF
Patrick G. O'Rourke
L. 7 81 P. 16 9
INSTALL ST ABILUXU
CONSTRUTION EXTRANCE
Dorothy M. OURI%G INICTIAL SITE WOW
L. 503 P. C1.- PROP. 1IS""DRE -
cuumf, 35 LF
W± INV. ll� W NNEST) = 490
sh d I
INN. (EAST) = 489
over 4.9 --- on— IT
S02032'45
N86 012 11 W /PF 53.72WELL & W1W LOCATIONS
PER T.O.Q. BP 0745-2019
A21'�
u
ljQ
.!a
U
IPF
VLXGGED BY AP X
Or SLOW
S861 039 16 E PF
wire �o AA ON
fence Hne
3UNE 2023 le
X POP. CLEARING
umm (r
�867,39 '6`1
2 7
XINC A
�,q 9. 1' 'Op. V ARcirlli CULVERT 3
0 4i
X[N�\ FLA C* -,P' VLXGGED tN XP FOR STREA,14 CROSSING,
Ag
WETLAND 4� STRFA&4 NNIDT"
(IV "W"ErT NIDS ou. .20-21
IV
GED
4 '0
C*_ WETLANDS
F3 JE2 WETLAND
NIP 1)(),)Ck
N
. ....... IF2
570 E3
Ait '
X?
IOU
0or
ETIAK kI 000007, T 14-
1-1
P. ROCK Ou i LEI, IV
W 1 4n PVC LOW OUTLET PIPE
bp 1 X641r PROP. COLD WEATHER
INFILTRATION TRENCIIA
PROP.
PROP. IBL3C
VEG. INFIL. BASIN
28 rZ i6iw
AS 5 4
PROP. nuc
J:
X3 MEG. FOREBAY
J,
D
PRO?.
DRIVE PROP. COLD WEATHER
lot INFILTRATIONTREhC" A MY W
ADDITIONAL SITE SOILS DATA PROP. ROCK OUTUET)NEIR
NN 1 4�' PVC LOW OUTLET PIPE
- LOT 4 550
TEST PIT PROP, CONC. SHALLo
TP-21 - 6128123 BY.• L.W. DOBIE, P.E. ou. 20,21 -6 01 TP rl n n
LLT Q�
0-4" - TOPSOIL / FIELD GRASS 1� -f I " IF PT12
'Y'OVETLANDS
Z4,
-48" - RED BROWN MEDIUM
4 C.?
V
SAND & GRAVEL
,A, PROP. t2) v PVC C
A
-8 - GRAY -BROWN FINE CONNECTOR PIPES U� J "k,
TP
48 0" INV. I = 1526.5 7
& MEDIUM SAND
I = 526.2 sk
NO BOUNDARY CONDITION
L!,.o
ENCOUNTERED 16V STREAK -Y 6K " C2 PROP. CO%C.
ALLOWABLE ABSORPTION FIELD WEIA-INNU SETS T
PROP. F NNASIAOU
PROP. SEDIKENN Tp-
- CONVEN71ONAL (W A$TEW AT R ` VEG. FOREBAY, 3), �
CONTROL FENCE D_4D4 U')
BOTTOM OF TRENCH INSTALL PROP. 11BL4A,
S4-1PRoP.2N' DPE (TYPICAL) TP-13
k, CULVERT, t1K V, 40 LF V IEG. INFIL. - BASIN' DEPTH = 24" 0) 0-) 1),Zop o�;—
PERCOLATION TEST 5-20 _VA hNN-VA, D2 D5
PT-21 - 6128123
BY.• L.W. DOBIE, P.E.
STABILIZED PERCOLATION RATE:
3 MINUTES PER INCH
EXIST. 24" HDPE
CULVERT
C1- PROP. IV, HDPE
r-ULYERT, 35 LF J
INV. I (TAOWT") = 540
INV. 2 (SOUTH) = 539
OSafely.
Dig
NewWork
0 Call Before You Dig
2023583256 Instr # 2023-3000067
09/25/2023 0235:34 PM
1 Pages
MAP
Pamela J. Vogel, Warren Co Clerk FILED
cu 1 4A
30"CMP
O 0 0
n 1 C-D
asphalt rood
4-BUE �/R7�0 7-1
S8 7 37-5o L
L
FLAG 2,372,60`
ljip244.4 STONE I COBBLE L�T 3 STREAM CROSSING.NOTE
NYSDEC ARTICLE 15 PROTECTION FILLED TRENCH t I
W/W-+
OF"WATERS PERMIT AND / - "PROP. 14�W GRAVEL OR
U.S. ARMY CORPS OF ENGINEERS ALSPIIANUT PAVEMENT DRIVE
PERMIT REQUIRED FOR STREAPROP. SEDIMENT
CROSSING & WETLANDS DIST ANCE CONTROL FENCE
(340 SF) TO BE OTAI
EXIST,
1PRIOR TO CONSTRUCTIO OF OT 3 WOODSPUD
STREAM CROSSING A/
S, St _�
ea
C\
v
7.21 ACRE
ONE I CO LE
"RAG14 THE C"
L:L FLAGGED
U 3AJNV- 2023
50'S'TP1EAkt4 OR
$� WETLAND SETBACK
WETLANDS
INFILTRATION)
0
00 00 DI-1
PROP. EFFLUENT
40 A
_J
50'. S- T P., E Ax Q'R
o WETLAND' 'SETBACK
-TOP 81
�S 14W AJEP, WETLANDS
0) g a rig PROP. TV4 X TO In
B, K STONE, I COBBLE 0
FLAGGED BY AP A
0
FILLED DRIVESIDE
S I W CONVEYANCE 14
' TRENCH TO STORM BASIN
E�_EV. 5 4 4:2SF
T 1P P
CN HOUSE ROOF LEADER NOTE WELL
L-Li PIPE GUTTER DOWNSPOUTS TO
LO 4 7 — — — -- —
SOIL
STORM BASIN FOREBAY �/--v
L(-) NEAREST STOCK 10U RE TB
7 0
+ 21Q I\ 1
0
','I ilk
DETAILED SUBDIVISION
PT0
3, ACRES c,\j
�q 01W, `iiivmO cN PLAN - LOTS 3 & 4
TP-21
11 it
SCALE: 1"=40'
11 IOU
Z
13 U F GRAPHIC SCALE PROP. TOT A& I-111141TS Of DISTURBANCE
\ FOR LOT 3 PR03ECT 59,000 SF Ica
IRF 20 0 10 20 40 810
%,% Iw
355,44'
IN FEET
42 O� _95_�L -
NW PROP. TOTAL I-IMINS Or-'D1S'T%JPL'aAtACEw/'re Tence remain 870" 16-'47FOR LOT 4 PP,03ECT = 39 LOOO SF 4111—
A 10 -7 0 -1
�ql
TP-5
MUU1 11 LJ1 WIL 01 1 L JV1LJ L/f-1 I r_1
INFILTRATION TESTS
LOT 3
IT-12 - 1013122 BY. HUTCHINS ENGINEERING PLLC
INFILTRATION RATE: 24 INCHES PER INCH
IT-13 - 1013122 BY.' HUTCHINS ENGINEERING PLLC
INFILTRATION RATE. 28 INCHES PER INCH
LOT 4
IT-14 - 1013122 BY. HUTCHINS ENGINEERING PLLC
INFILTRATION RATE: 41 INCHES PER INCH
P2021-0215; Mann, Soils LOT 4
November 3, 2021
Test Pit #14 (43.409886 W -73.651063 W)
Date: October 28, 2021
Mapped Soil Series: Oakville loamy fine sand
Distance to nearest jurisdictional wetland , 100'
Distance to nearest existing or proposed well > 100'
Distance to nearest water body > 100,
Depth to Seasonal High Groundwater Table > 48"
Depth to bedrock or refusal > 72"
Depth of test pit = 72"
Slope < 8%
Acceptable System: Conventional Standard Absorption
Horizon
Depth
USDA 1 Texture
Munsell Color
Redoxymorphic
inches
Features
Ap
0-10
Fine sandy loam
1 Oyr 3/3, dark
No
brown
Bs
10-20
Sand
1 Oyr 6/4, light
No
ellowish brown
C
20-48+
Sand
1 Oyr 6/3, pale
No
brown
Notes: Test Pit #14 was conducted in the approximate location shown on the attached
map.
Installation of an OSWTS using Test Pit #14 as a reference requires submission of
professionally engineered plans for a conventional standard absorption system.
These plans are required as part of a complete application.
P2021-0215 ' Mann, Soils LOT 3
November 3, 2021
Test Pit #13 (43.409934 _W-73.fl49225 W1
Date : October 28,2021
Date:
Mapped Soil Series Oakville loamy fine sand
Distance to nearest jurisdictional wetland 1 100'
Distance to nearest existing or proposed well > 100'
Distance to nearest water body % 100'
Depth to Seasonal High Groundwater Table = 24"
Depth to bedrock or refusal > 50'
Depth of test pit = 50"
Slope < 3%
Acceptable System! Conventional Shallow Absorption
Notes: Test Pit,113 was conducted in the approximate location shown or' the attached
map, approximately 60, east of 'I-est Pit #12. As the profile was nearly identical to Test
Pit #12, a full description was rict recorded.
Test Pit #13 should be used in conjunction with Test Pit #12, using 24" as the depth to
TestPit #" should b'
seasonal high groundwater for 2; system in this location Submission of professionally
s s�
engineered plans for a conventional shallow absorption system is required as part
to E
of a complete application.
P2D21-0215; Mann, Soils LOT 3
November 3, 2021
Test Pit #12 (43.409995 N; -73.549465 W)
Date: October 28, 2021
Mapped Soil Series: Oakville loamy fine sand
Distance to nearest jurisdictional wetland , 100'
Distance to nearest existing or proposed well > 100'
Distance to nearest water body , 100'
Depth to Seasonal High Groundwater Table = 25"
Depth to bedrock or refusal > 5r,"
Depth of test pit = 50"
Slope , 3%
Acceptable System: Conventional Shallow Absorption
Horizon Depth Redoxymorphic
Munsell Color
(inches) USDA Texture M Features
Ao
0-9
Fine sandy loam
1 0 r 414,, dark
�0 y Y,
�Iowish
No
e w brown
-gs—
619
Fine sandy loam
1 " _7
0 yr 16, yellowish
No
brown
BC
19-23
Silt loam
1 Oyr 6/3, pale
No
brown
C
23-48+
1 silty -clay —loam
10yr 5/3, pale
Yes @ 25" (1 Oyr
brown
1! 611, gray
-----------
depletions;
yellowish red y' 5/8,
I
Annmnmal SITE qnTIq DATA ADDITIONAL SITE SOILS DATA I
PROP. COLD WEATHER
-
P-=RCOLATION TESTS
INFILTRATION TRENC"
PERCOLATION TESTS
PROP. IBD3B
MEG. INFIL. BASIN
LOT 3
PT-14 - 10131122 BY HUTCHINS ENGINEERING PLLC
LOT 4
PT-12 - 1013I22
STABILIZED PERCOLATION RATE:
BY, HUTCHINS ENGINEERING PLLC
PROP. FBD3B
4 MINUTES, 15 SECONDS PER INCH
STABILIZED PERCOLATION RATE.,
MEG, FOREBAY
PT-15 - 10131122 BY. HUTCHINS ENGINEERING PLLC
4 MINUTES, 45 SECONDS PER INCH
-PROP. M fill PVC
STABILIZED PERCOLATION RATE:
LOW OUTLET PIPES
A uwUm; io SECONDS PER INCH
PROP. TNN x TD
DRIVESIDE
A5
STONEI COBBLI
FILLED TRENCH
ETLARDS & STREAM
IST11 IRE ANCE = 340 ST,
PROP. FBD3AL
VEG. FOREBAY
PROP.IBD3A
VEG. INFIL. BASIN
PROP. ROCK OUTLET WEIR
NN Ik" PVC LOW OUTLET PIPE
PROP. COLD WEANVIER,
INFILTRATION TRENCH
PROP. TV4 X To
STONE I COBBLE
FILLED DRIVESIDE
SINN CONVEYANCE
TRENCH TO STORM BASIN
100' STWEA14 OR
WETLAND SETBACK
(WXSTIEWAXEPL)
ORIGINAL SITE SOILS DATA
TP-6 - 12112120 BY: L.W. DOBIE, P.E.
- LOT 3, HOUSE SITE
0-4" TOPSOIL / FOREST DUFF
I CIMC LOAMY QAhin
LOT 3 - STORMWATER MANAGEMEPi 7- SUMMARY
TAG, PRACTICE & LOCATION
SIZING
OJTLET I
COLD WEATHER
MANAGEMENT
FBL3B - VEG. FOREBAY - LOT 3 HOUSE
BASE a. 502, 175 SF
Top a. 504, 1200 SF
ROCK VVEIR EL. 503.5
IBL3B - VEG. INFIL. BASIN - LOT 3 HOUSE
BASE a, 502.5, 125 SF
Top a. 504, 1050 SF
4" PVCINV. 503,0
ROCK WEIR EL. 503.8
3'W x 20'L x 4D STONE
INFIL. TRENCH
FBL3C -VEG. FOREBAY -LOT 3 GARAGE
BASE a, 504, 360 SF
Top a, 506, 1150 SF
ROCK vvEiR a, 505.5
IBL1C - VEG. INFIL. BASIN -LOT 3 GARAGE
BASE a. 505, 300 SF
Top a. 506,1655 SF
4" PVC INV. 505.5
ROCK WEIR EL. 505.8
3'W x 201 x 4D STONE
INFIL. TRENCH
FBD3A - VEG. FOREBAY - LOT 3 DRIVE
BASE a. 496.5, 100 SF
Top a. 498.5, 670 SF
ROCK HEIR a. 498
IBD3A -VEG. INFIL. BASIN - LOT 3 DRIVE
BASE a. 497, 80 SF
Top a. 498.5, 660 SF
4" Pll/:: INV. 497.75
ROCK WEIR a. 498
3'W X 101 x 4D STONE
INFIL TRENCH
FBD38 - VEG. FOREBAY -LOT 3 DRIVE
BASE a. 49 , 225 SF
TOP EL. 495, 710 SF
NUCA WEIR a. 498
IBD3A -VEG. INFIL. BASIN -LOT 3 DRIVE
BASE a. 494, 235 SF
TOP EL. 495, 500 SF
(2) 6` PVC INV. 494.5
If
3'W x 101 x 4D STONE
INFIL TRENCH
LOT 4 - STORMWATER MANAGEMENT SUMMARY
TAG, PRACTICE &LOCATION
SIZING
()UTLET I
COLD WEATHER
MANAGEMENT
FBL4A - VEG, FOREBAY
- LOT 4 HOUSE & DRIVE
BASE EL. 508, 780 SF
Top a. 510, 1525 SF
ROCK WEIR a. 509.5
1BL4A -
- LOT 4 HOUSE & DRIVE
BASE EL. 508, 500 SF
TOP El. 510, 1115 SF
4" PlIc a. 509. o
ROCK IWE EL. 509.5
I
UNC
3'W x 201 x 4T) STONE
INFIL TRENCH
,+—JU — DRUMV
30-50" - MEDIUM BROWN LOAM
ROOTS TO 30", MOIST AT 50"
BOUNDARY CONDITION @ 30"
LOT 3 ALLOWABLE ABSORPTION FIELD
- SHALLOW
TP-7 - 12112120 BY: L.W. DOBIE, P.E.
- LOT 4, HOUSE SITE
0-8" - TOPSOIL / FOREST DUFF
8-36" - RED -BROWN MEDIUM SAND
36-72" - BROWN MEDIUM SAND
ROOTS TO 36", NO BOUNDARY CONDITION
LOT 4 ALLOWABLE ABSORP770N FIELD - CONVENTIONAL
PROP. SEDIMENT
CONTROL FENCE
(TYPICAL) of NE
PROP. ROCK OUTLET WEIR
W IV' PVC LOW OUTLET PIPE
PROP. COLD WEATHER . P, _j
INFILTRATION TRENC" 0
PROP. IBL3B
VEG. INFIL. BASIN
PROP. FBL3B
MEG. FOREBAN
TAX MAP
TOWN OF QUEENSBURY
SUB 5-2022, AV 18-2022, FWL 7-2022
ADIRONDACK PARK AGENCY
PROJECT 2021-0215
WASTEWATER ABSORPTION TRENCH
INSTALLATION SCHi1_.`0ULE
PARCEL
BOUNDARY
MAX MUM TRENCH
INSTA'-LATION DEPTH
CONDITION
LOT
24'r
AT GRADE
LOT
> 48"
24"
ALTERATION OF THIS DOCUMENT E)L.CEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
11
APPROVAL DRAWINGS
8/8/2023
10
RE -ISSUED TO ADIRONDACK PARK AGENCY
7/11/2023
9
RE -ISSUED TO ADIRONDACK PARK AGENCY
7/5/2023
8
RE -ISSUED TO ADIRONDACK PARK AGENCY & TOWN OF QUEENSBURY
4/5/2023
7
RE -ISSUED TO ADIRONDACK PARK AGENCY
11/11/2022
6
RE -ISSUED TO TOWN OF QUEENSBURY PLANNING BOARD
11/10/2022
5
ISSUED TO TOWN OF QUEENSBURY PB & ZBA
4/14/2022
4
RESUBMIT TO ADIRONDACK PARK AGENCY
12/16/2021
—
No.
Revisions
Date
DETAILED SUBDIVISION LOTS 3
& 4
prepared for.,
Jeffrey & Joann,= Mann
Bay Road & Pickle 1-J11 Road
Town of Queensbury, Warren County, NY —1
Drawn: LWD —TC-hecked:
GTH
=711� , 1"=40'
Date:
9/21/20
169 Hovilond Rood
hill Queensbury, NY 12804 291682A-01-S5
(518) 745-C307 Phone
Hutchins Enaineerinq PLLC '918) 74.5--0,30,? i7-,y ------
ORIGINAL SITE SOILS DATA
TEST PITS
TP-1 - 12112120 BY. L.W. DOBIE, P.E.
- LOT 5, LOWER PORTION STONE
0-10" - TOPSOIL
10-28" - RED -BROWN MEDIUM SAND PILE
28-48" - BROWN MEDIUM SAND
48-62" - GRAY -BROWN GRAVELLY SAND, WET
ROOTS TO 48", WATER AT 56"
BOUNDARY CONDITION 0 48"
LOT 5 ALLOWABLE ABSORPTION FIELD - CONVENTIONAL
TP-2 - 12112120 BY- L.W. DOBIE, P.E.
- LOT 5, MIDDLE PORTION
0-8" - TOPSOIL
8-36" - RED -BROWN MEDIUM SAND
36-64" - BROWN MEDIUM SAND
ROOTS TO 48" DRY ENTIRE DEPTH,
NO BOUNDARY CONDITION
LOT 5 ALLOWABLE ABSORPTION FIELD - CONVENTIONAL
ADDITIONAL SITE SOILS DATA
PERCOLATION TEST
PT-13 - 1013122 BY: HUTCHINS ENGINEERING PLLC
STABILIZED PERCOLATION RATE:
3 MINUTES, 40 SECONDS PER INCH
INFILTRATION TEST
IT-15 - 1013122 BY. HUTCHINS ENGINEERING PLLC
INFILTRATION RATE: 55 INCHES PER INCH
LOT 5 NYSDEC SPDES NOTE
IF LOT 5 IS DEVELOPED AS SHOWN,
WITH DISTURBANCES WITHIN
USDA "E" CLASSIFIED SOILS,
AN INDIVIDUAL SPDES PERMIT WILL
BE REQUIRED FROM NYSDEC
PRIOR TO BEGINNING WORK ON LOT 5
LOT 5 DRIVEWAY NOTE
HIGHWAY RIGHT-OF-WAY WORK
PERMIT REQUIRED FOR DRIVEWAY
CURB CUTS & CULVERT
INSTALLATIONS PRIOR TO
BEGINNING WORK ON THOSE LOTS
STONE
PILE
Dig Safely.
New York
LE] Call Before You Dig
Wait The Required Time
0 Confirm Utility Response
0 Respect The Marks
IM Dig With Care
800.962-7962
www.digsafelynewyork.com
^ 00
N
616.11'
LANDS WEST OF BAY ROAD
NON -JURISDICTIONAL
:� ��\1 ► 8:�►
S87015'20 -"E
-
'WEST OF BAy ROAID
ADIROND ACK P ARK
AGENCCX LAND USE
CLASSIFICATION
o o well
RURAL ESE AGENCY �i' 1
F--- -- -- — — — — 7 5 SIDE SETBACK o
I------.__ --_ J'tS'� '9�01► O L N/F
o _ O Matthew Scott &
If9� O 6� O Jane Sutton
_ I 1' Vol � L. 853 P. 282
LOT 5Ion i, I i j Go L. 6134 P. 274
CD! d3 W/W LOCATION ;
PER T. 0. Q. BP 8333
11. 57+ ACRj I o /W/Wf
%f o CO
, ('fI Ifzl 1 �°' /RF
-� o ► / cv
HOUSE ROOF LEADER NOTE I , I p
l �` a h a l t
0) _ I %
PIPE GUTTER DOWNSPOUTS TO (_0' ' f I " / % d
STORM BASIN FOREBAY FBLSA,� . j r ► V e
o}
o3 °
PROP: L
CLEAI I DIST14PLBAN
C
FOR 5 - 49 00 SFf'
--' i
� ( b
/ f
/ I j
1 .
■ •\O! e
PROP. ROCK CUT FACE
1V: 0J511 BACKSLOPE sF 590 f 1 -
ETAILED UBDIVISIOI
SCALE: 1 "=40
J GRAPHIC
SCE
0 10 20 40
( IN FEET
PLAN -LOT 5
LE
80
r
/PF
I
culv��t
� c
PROP.IBL5A
VEG. INFIL. BASIN
— PROP. COLD WEATHER
INFILTRATION TRENCH
- C2- PROP. 24" HDPE
CULVERT, 30 LF
INV .1(W (WEST) = 550
INV, 2 (EAST) = 549
PROP. ROCK OUTLET WEIR
W 14" PVC LOW OUTLET PIPE
PROP, ROCK
OUTLET WEIR
EXIST. 24" HDPE
N+� s
s1
"'.- ``^'' ',%" '�.i ./ / t'�>� // � �� WASHOUT ' ,• r �" f / %ail ��,
PTI I
�G
PROP. 3'W x 2 D STONE I COBBLE
FILLED DRIVESIDE
UPGRADIENTSIW DIVERSION��,1��11/l /
TRENCH TO OUTFALL -�. l _/T�, /l/�
/% / 1
PROP. WW x TD STONE I COBBLE
FILLED DRIVESIDE S I W CONVEY ANCE
TRENCH TO STORM BASIN ksF ✓
F
o� PROP.14'W GRAVEL OR sF1
_ ASPHALT PAVEMENT DRIVE o
75SI E SETBACK 1 PROP. ROCK
WEST OF BXY ROAD OUTFACE
PROP. ti) P CONNECTOR PIPES c u l v e r t
DIROND ACK P ARK BETWEEN TRENCHES
GENC'� LAND USE INN.1 = 566.5 LANDS WE O'VBAY ROAD
ASSIFICATION INV, 2 = 564.5 NON-JURI DICTION AL
688 A 7 TO ADIRo ACK PARK I'
. URAL USE AGE c�
LOT 5 - CULVERT SCH rDULE
I
TAG & LOCATION
_
QTY & SIZE
I
INVERTS
�
!
Cl -ENTRANCE
(1) - 15" HDPE, 35 Lf
INV. IN = 547.5
INV. OUT = 547
C2 -DRAINAGE SWALE
—
(1) - 24" HDPE, 30 LF
INV. IN = 550 �
INV. OUT = 549
LOT 5 - STORMWATER MANAGEMEVT SUMMARY
TAG, PRACTICE & LOCATION
I SIZING
I
OUTLET
COLD WEATHER
MANAGEMENT
FBL5A - VEG. FOREBAY - LOT 5 HOUSE
BASE EL, 5524 SF
TOP EL. 5545, 850 SF
ROCK WEIR EL. 553.5
IBL5A - VEG. INFIL. BASIN - LOT 5 HOUSE
BASE EL. 552, 315 SF
TOP EL. 5545, 1250 SF
ROCV WEIR EL, 554
3'W x 201 x 4'D STONE '
INFIL. TRENCH
FBL56 -VEG. FOREBAY -LOT 5 DRIVE
BASE EL. 550 500 SF TOP EL 552.5, 1325 SF
i
ROCK WEIR EL. 552, 0
IBL5B - VEG. INFIL, BASIN - LOT 5 DRIVE
BASE EL. 550, 250 SF
I TOP EL. 552.5, 825 SF
ROCI; WEIR EL. 552.0
3'W x 20'1- x 4°D STONE I
I INFIL. TRENCH
i f
CULVERT
PROP. FBLSA
VEG.FOREBAY
Cl-Oy PROP. 15 , HDPE
CULVERT, 35 LF
INV. I (NORTH) = 547.5
INV. 2 (SOUTH) = 547
C INSTALL STABILIZED
CONSTRUCTION ENTRANCE
DURING INITIAL SITE IN
PROP. TW x TD STONE I COBBLE
FILLED DRIVESIDE TRENCH
PROP.ROCK
(` OUTLET WEIR
PROP. COLD WEATHER
INFILTRATION TRENCH
PROP. ROCK
OUTLET WEIR
PROP. IBLSB
VEG. INFIL. BASIN
C PROP. FBLSB
r VEG. FOREBAY
PROP, SW x 2'D STONE I COBBLE
FILLED DRIVESIDE SIW CONVEYANCE
TRENCH TO STORM BASIN
PROP. SEDIMENT
CONTROL FENCE
(TYPICAL)
EXIST. 24" HDPE
0 CULVERT
EROSION CONTROL IMPLEMENTAT rON SCHEDULE
PRACTICE
IMPLEMENTATION TIME
I DURATION OF PRACTICE
ENTIRE PROJECT (REMOVE
SEDIMENT CONTROL FENCE
PRIOR TO CLEARING AND SOIL
I AFTER FINAL SITE
DISTURBANCE
I STABILIZATION AND
VEGETATION ESTABLISHMENT)
ENTIRE PROJECT (REMOVE
STABILIZED CONSTRUCTION
DURING INITIAL SITE WORK
FINAL DRIVE
ENTRANCE
MOBILIZATION
RECONSTRUCTION)
RECONSTRUCTION)
TEMPORARY SEEDING & MULCHING
AFTER INITIAL SITE GRADING
!, UNTIL FINAL GRADING AND
' VEGETATION ESTABLISHMENT
STORMWATER DETENTION AREAS
DURING FINAL SITE GRADING,
PERMANENT
SEEDING & OTHER VEGETATION
STABILIZATION
AFTER FINAL SITE GRADING
I PERMANENT
w�
���EaSrOM*�
SITE DEVELOPMENL- DATA -
LOT 5
LOT AREA
f 503,986 SF = 11.57-AC
SITE FEATURE
; IMPERVIOUS AREA
HOUSE
3280 SF
DRIVE
5800 SF
TOTAL
10,080 SF
PERCENT IMPERVIOUS
2.0%
PERMEABILITY
98.0%
TAX MAP # 265. - -23.1
TOWN OF QUEEN',3URY
SUB 5-2022, AV 18-2022, I=WL 7-2022
ADIRONDACK PARK AGENCY
PROJECT 2021-0215
a
O M
o LO
O T
C?o
N M
O 0 NN
N N In
im
c N a Q 0
CD
TAX MAP # 265..,.1-23.1
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
11
APPROVAL DRAWINGS
10
RE -ISSUED TO ADIRONDACK PARK AGENCY
9
RE -ISSUED TO ADIRONDACK PARK AGENCY
8
RE -ISSUED TO ADIRONDACK PARK AGENCY & TOWN OF QUEENSBURY
7
RE -ISSUED TO ADIRONDACK PARK AGENCY
6
RE -ISSUED TO TOWN OF QUEENSBURY PLANNING BOARD
5
ISSUED TO TOWN OF QUEENSBURY PB & ZBA
4
RESUBMIT TO ADIRONDACK PARK AGENCY
No.
Revisions
DETAILED SUBDIVISION PLAN - LOT 5
prepared for:
Jeffrey & Joanne Mann
Bay Road & Pickle Hill Road
Town of Queensbury, Warren County, NY
8/8/2023
7/11/2023
7/5/2023
4/5/2023
11/11/2022
11/10/2022
4/14/2022
12/16/2021
Date
Drawn: LWD Checked: GTH I Scale: I =40 Date: 9/25/20
169 Haviland Road
Oueensbury, NY 12804
2
(518) 745-0307 Phone one 791 8Uj32A-®1-S6
Hutrchiina� Fniningprinin PIA.(' , .�,
PHASING NARRATIVE
IN ACCORDANCE WITH NYSDEC GP-0-20-001, THE PROJECTS UPON PARCELS
23.1 & 23.2 ARE CONSIDERED A "LARGER COMMON PLAN OF DEVELOPMENT OR
SALE"
IN ACCORDANCE WITH PART 11 D. 3. OF NYSDEC GP-0-20-001, THE OWNER OR
OPERATOR OF A CONSTRUCTION ACTIVITY SHALL NOT DISTURB GREATER THAN
5-ACRES OF SOIL AT ANY ONE TIME WITHOUT PRIOR WRITTEN AUTHORIZATION
FROM NYSDEC OR THE REGULATING MS4 (TOWN OF QUEENSBURY).
IF IT IS DEEMED NECESSARY TO DISTURB MORE THAN 5-ACRES AT ONE TIME
AND WRITTEN PERMISSION IS GRANTED FROM NYSDEC, THEN THE QUALIFIED
INSPECTOR SHALL CONDUCT AT LEAST (2) SITE INSPECTIONS EVERY (7)
CALENDAR DAYS, UNTIL TOTAL PROJECT DISTURBANCE IS REDUCED TO LESS
THAN 5-ACRES. AN UPDATED PHASING PLAN IS TO BE PREPARED SHOWING THE
PROPOSED DISTURBANCES EXCEEDING 5-ACRES AND SUBMITTED TO THE MS4
ADMINISTRATOR AS PART OF THE WRITTEN REQUEST.
THIS PHASING PLAN IS AN ESTIMATED PROJECT PHASING PLAN / SCHEDULE AND
IS SUBJECT TO CHANGE DEPENDING UPON THE TIMING OF THE LOT SALES AND
THE CONSTRUCTION TIMELINES OF THE RESPECTIVE LOTS.
ILE
Dig Safely®
New York
F1 Call Before You Dig
E] Wait The Required Time
11 Confirm Utility Response
El Respect The Marks
F Dig With Care
600-962.7962
SITE CONSTRUCTION SEQUENCING
- PARCEL 23.1
INDIVIDUAL LOT CONSTRUCTION
1. INSTALL SEDIMENT CONTROL FENCING AT LOW POINTS AS SHOWN ON
PLANS.
2. CLEAR TREES AS NEEDED FOR DRIVE, HOUSE & WASTEWATER SYSTEM
CONSTRUCTION AND ASSOCIATED CUT & FILL SLOPES.
3. INSTALL CULVERTS, INSTALL BANK -RUN GRAVEL TO ESTABLISH
DRIVEWAY SUBGRADE.
4. EXCAVATE DITCHLINES & STORMWATER MANAGEMENT PRACTICES, SEED,
MULCH & INSTALL EROSION CONTROL BLANKETS.
5. CONSTRUCT HOUSE, UTILITIES, WATER SUPPLY WELL AND WASTEWATER
SYSTEM.
6. INSTALL DRIVEWAY SUBBASE, FINE GRADE AND COMPACT
7. FINE GRADE, TOPSOIL AND SEED LAWN AREAS, INSTALL LANDSCAPING:
REMOVE SEDIMENT CONTROL FENCE AFTER VEGETATION IS ESTABLISHED.
TOTAL DISTURBANCE FOR PHASES V-IX
(LOTS 1-5 INDIVIDUAL LOT CONSTRUCTION) = 8.4-AC±
AT ^Y2 1 InY ACC %ITT
nT 'Yi 1 OU A CC %I
LOTS 1-5 - PARCEL 23.1
DISTURBANCE SUMMARY
i
PORTION OF SITE
PHASE
DISTURBANCE
LOT 1
IX
121,500 SF = 2.8-AC
LOT 2
VIII
96,000 SF = 2.2-AC
LOT 3
VI
59,000 SF = 1.4-AC
LOT 4
V
39,000 SF = 0.9-AC
LOT 5
VII
49,500 SF = 1.1 AC
PARCEL 23.1 TOTAL DISTURBANCE = 365,000 SF = 8.4-AC
LOTS 1-5 PHASING PLAN
SCALE. 1 "= 120'
GRAPHIC SCALE
60 0 30 60 120 240
IN FEET )
t t1T 711 1 t]uACC MT
t AT ^Yl A TILtACC \ITTT
sr-W
WIW LOra-
PER T.O.Q. W 2003-W
IIIII
IIIII,
Wiwi
concrete
pad
At el!
N87*50'44'W
LOT 23.1 PHASE IX
PROP. LIMITS OF DISTURBANCE
FOR LOT 1 HOUSE & DRIVE
= 121,500 SF = 2.8-AC
FLAGGED BY
HUTCHINS 1JQ ENGINEERING
wet
area ��
AL
L }
.AP. • �'It"� tl
265.-1-23.3 `fir
Lands NIF
Charles &.
Ethel Weeks
L. 6557 P. 28
R
r
2/ o
transformer
.meter box
i.
retention j #
wall f
y:l}
ck
a r LOT 23.1 PHASE I
PROP. LIMITS OF DISTURBANCE
FOR SHARED DRIVE FOR LOTS 6, 7 & 8
eI
= 12160,5100 SF = 2.9-AG WELL & W/W LOCATIONS PER:
MAP OF A SURVEY MADE FOR
CHARLES JEFFREY KICE
26 5. -1- 6 9 I BY: VAN DUSEN & SIEVES
LAND SURVEYORS
Lands NIF i JULY23, 1988
REVISED: 9-20-88
post with .Barnes
unde ground I
elec is W/W± I
I WELL±
t
o
s
LOT 23.2 PHASE III
PROP. LIMITS OF DISTURBANCE
FOR LOT 6 HOUSE & DRIVE
65,500 SF = 1.5-AC
Post
with
underground
Electric
i
,t 1
f
W/W.
265.-1-70
Lands NIF
John Ci fone
& Carol Cifone
l L. 735 P. 316
WELL±
WELL• LOCATIONS PER:
MAP OF A SURVEY MADE FOR
CAROL. & JOHN CIFONE, JR.
BY: VAN DUSEN & SIEVES
LAND SURVEYORS
DECEMBER 3, 1990
WELL±
OF
J r NA L IN,' Htk1Lb'EL gl
- 9 77' = 1
LOTS 6-3 - FARCEL 23.2
DISTURBAN('E SUMMARY
PORTION OF SITE
PEASE
DISTURBANCE
MAIN SHARED DRIVE
I
126,500 SF = 2.9-AC
I LOT 6
E
III
65,500 SF = 1.5-AC
LOT 7
_
IV
62,200 SF = 1.43-AC
LOT 8
II
I 28,000 SF = 0.64-AC
PARCEL 23.2 TOTAL DISTURBANCk = 282,200 SF = 6.48-AC
SITE CONSTRUCTION SEQUENCING
- PARCEL 23.2
SHARED DRIVE CONSTRUCTION
1. INSTALL STABILIZED CONSTRUCTION ENTRANCE AT INTERSECTION WITH
PICKLE HILL ROAD.
2. INSTALL SEDIMENT CONTROL FENCING AT LOW POINTS ALONG ROAD AS
SHOWN ON PLANS.
3. CLEAR TREES AS NEEDED FOR DRIVE CONSTRUCTION AND ASSOCIATED
CUT & FILL SLOPES AND STORMWATER BASINS.
4. REMOVE ORGANICS AND ORGANIC SOILS OVER DRIVE AREA.
5. PLACE ROCK AND GRAVEL FILL TO CREATE SUBGRADE FOR DRIVE &
COMPACT.
6, GRADE SUBGRADE AND CUT & FILL SLOPES FOR .DRIVE, INSTALL
CUL VER IS.
7. INSTALL GRAVEL SUBBASE & SURFACE, FINE GRADE, COMPACT
8. EXCAVATE ROCK / COBBLE CONVEYANCE TRENCHES, CONSTRUCT
STORMWATER MANAGEMENT PRACTICES.
9. INSTALL SUBSURFACE UTILITIES.
10. STABILIZE CUT SLOPES AND ASSOCIATED DISTURBED AREAS AS
DESCRIBED IN EROSION AND SEDIMENT CONTROL NOTES.
TOTAL DISTURBANCE FOR PHASE I
(SHARED DRIVE CONSTRUCTION) = 2.9-ACf
INDIVIDUAL LOT CONSTRUCTION
1. INSTALL SEDIMENT CONTROL FENCING AT LOW POINTS AS SHOWN ON
PLANS.
2. CLEAR TREES AS NEEDED FOR DRIVE, HOUSE & WASTEWATER SYSTEM
CONSTRUCTION AND ASSOCIATED CUT & FILL SLOPES.
3. INSTALL CULVERTS, INSTALL BANK -RUN GRAVEL TO ESTABLISH
DRIVEWAY SUBGRADE.
4. EXCAVATE DITCHLINES & STORMWATER MANAGEMENT PRACTICES, SEED,
MULCH & INSTALL EROSION CONTROL BLANKETS.
o
5. CONSTRUCT HOUSE, UTILITIES, WATER SUPPLY WELL AND WASTEWATER
4
(, �'
SYSTEM.
'7
M ��
�t
n�
6. INSTALL DRIVEWAY SUBBASE, FINE GRADE AND COMPACT.
l
gI
fi w ��
to
I
7. FINE GRADE, TOPSOIL AND SEED LAWN AREAS, INSTALL LANDSCAPING;
REMOVE SEDIMENT CONTROL FENCE AFTER. VEGETATION IS ESTABLISHED.
° I
f
1�
F
TOTAL DISTURBANCE FOR PHASES il.-IV
/
! }'Pt
fit
(LOTS 6, 7 & 8 INDIVIDUAL LOT CONSTRUCTION) = 3.58-ACf
�
'
LOT 23.2 PHASE IV
f
;
PROP. LIMITS OF DISTURBANCE
#
FOR LOT 7 HOUSE & DRIVE
I
= 62,200 SF=1.43-AC
t
���;
+ I
,11 I
\I\
� 1.„
�`
N
265.-1-72I
a 4Dti
#
o
Lands NIF
At
ti
Richard A. Meyer
?
IN
L. 4884 P. 172
LOT 23.2 PHASE II
PROP. LIMITS OF DISTURBANCE
FOR LOT 8 HOUSE
= 28,000 SF = 0.64-AC
SCALE. 1 "=120� ;
GRAPHIC SCALE
2023583256 ._ _ 60 0 30 60 120 240
&_-1 Instr # 2023-3000067
J 09/25/2023 02:35:34 PM
I � 1 Pages ( IN FEET
�j MAP
Pamela J. Vogel, Warren Co Clerk FILED IRF
Lands Nir'
81,24;3�w
# 7 I}t
o ,
.._ sires ACLU ; dw
o !i i
3 }
j7} i t'I 1
r` ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
APPROVAL DRAWINGS 8/8/2023
0 1 I {' 10 RE -ISSUED TO ADIRONDACK PARK AGENCY 7/11 /2023
I I # ! F 9 RE -ISSUED TO ADIRONDACK PARK AGENCY 7/5/2023
8 RE -ISSUED TO ADIRONDACK PARK AGENCY & TOWN OF QUEENSBURY 4/5/2023
7 RE -ISSUED TO ADIRONDACK PARK AGENCY 11 /11 /2022
%f 6 RE -ISSUED TO TOWN OF QUEENSBURY PLANNING BOARD 11/10/2022
j t
5 ISSUED TO TOWN OF QUEENSBURY PB & ZBA 4/14/2022
3
4 RESUBMIT TO ADIRONDACK PARK AGENCY 12/16/2021
No. Revisions Date
OVERALL PHASING 3' PLAN
1III I
4 P prepared for:
I I Jeffrey & Joanne Mann
lam.
IPF ,Say Road & Pickle Hill Road
Town of Queensbury, Warren County, NY
i n n7s_sl _j t
e Drawn: LWD Checked: GTH Scale: 1"y120' Date: 9/25/20
Ill! ��
NI u 169 Hoviland Road
248.78' ( Queensbury, NY 12804 291682A-01-PHI
4355 W stone wal NSl3S5'05''W (518) 745-0307 Phone 291682B-01-PHI
Hutchins Engineering PLLC 1518) 745-0308 Fax
600
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_._. _.. ___.,
. _..
__ _ _..__ _
595
1
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'
3
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£
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jj
580
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................_......._..__. __�
_..___. `
575
�
£
._.�..�...._
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_.........................
570
-.....,.,.,,.
......,,..,,.,,..,..........,
y
565
1
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560555
i
550
545
£
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LOT 5 DRIVE PROFILE - PARCEL 23.1
HORIZONTAL SCALE: 1 "=50'
VERTICAL SCALE: 1 "=10'
Dig OSafely.
New York
I,..j" Call Before You Dig
0 Wait The Required Time
F1 Confirm Utility Response
E] Respect The Marks
Dig With Care
800-962■7962
600
595
590
585
580
57'5
57t0
-965
0
550
545
540
0
LO
dl-
t
/ d " A ` 3 ` I t
1 /
i nT 1 _ DADrai 7? 1 nDT►ic Di Ani
3U)fALL: I =JV
Of NNE Ni
No
r
SS10�'
TAX MAP # 265.-9-23.1
TOWN OF QUEENSBURY -SUB 5-2022, AV 18-2022
ADIRONDACK PARK AGENCY PROJECT 2021-0215
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
6
APPROVAL DRAWINGS
5
RE —ISSUED TO ADIRONDACK PARK AGENCY
4
RE —ISSUED TO ADIRONDACK PARK AGENCY
3
RE —ISSUED TO ADIRONDACK PARK AGENCY & TOWN OF QUEENSBURY
2
RE —ISSUED TO ADIRONDACK PARK AGENCY
1
RE —ISSUED TO TOWN OF QUEENSBURY PB
0
ISSUED TO TOWN OF QUEENSBURY PB & ZBA
No.
Revisions
LOT 5 DRIVEWAY PROFILE - PARCEL 23. J
prepared for:
Jeffrey & Joanne Mann
2023583256
Bay Road & Pickle Hill Road
T"1
)
Instr # 2023-3000067
Town of Queensbury, Warren County, NY
09/25/2023 02:35:34 PM
0�
1 Pages
Drawn:
LWD
Checked: GTH
Scale: DOTED
Date: 4/8,
MAP
Pamela J. Vogel, Warren Co Clerk
FILED
169 Haviland Road
8/8/2023
7/11/2023
7/5/2023
4/4/2023
11/11/2022
11/10/2022
4/14/2022
Date
Queensbury, NY 12804 2916�2A-ol -Pl
(518) 745-0307 Phone
4" PVC SDR-35
INLET
MIN. SLOPE
1/4" PER FOOT
WATERTIGHT SLEEVE
AND SEAL (TYP)
PROPOSED 1250 GAL
DUAL COMPARTMENT
PRECAST CONCRETE
SEPTIC TANK
12" CRUSHED
STONE BASE
3
1 MAX
SLOPE
12" MAX
30" MAX
2" MIN.
6"
Dig Safely.
New York
® Call Before You Dig
F-1 Wait The Required Time
El Confirm Utility Response
0 Respect The Marks
Fj Dig With Care
600-962.7962
www.digsafelynevivork.com
POLYETHYLENE EXTENSION TO GRADE WATERTIGHT COVER WITH TAMPER RESISTANT ACCESS COVER WASTEWATER SYSTEM DESIGN FILL MATERIAL NOTES SYSTEM INSTALLATIOAi NOTES
2" MIN. DROP DESIGN TO 4-BEDROOM RESIDENCES AFTER REMOVING ORGANICS, PLACE SYSTEM FILL OVER THE ENTIRE AREA OF CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE
BETWEEN INVERTS 18 MIN WATER SAVING FIXTURES PROPOSED ABSORPTION TRENCHES AND TAPER AREA. WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND
5 MINIMUM COVER ASTM F481 INSTALLATION OF THERMOPLAST'C PIPE AND CORRUGATED TUBING IN
12" MIN, SUGGESTED: INSTALL POLYLOK (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) "SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM SEPTIC TANK LEACH FIELDS.
COVER % FILTER SUCH THAT IT
IS READILY REMOVABLE THROUGH 12" MAX. _ DESIGN FLOW - 110 GPD/BEDROOM OR SANDY LOAMY GRAVEL WITH IN -PLACE PERCOLATION RATE OF 3-6
IS READILY
TANK ACCESS COVER COVER POWER SYSTEM DESIGN FLOW - 440 GPD MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 109 AFTER EXCAVATION OF 2' WIDE TRENCH TG THE DEPTHS REQUIRED, THE WALLS
d ° SEPTIC TANK - 1250 GAL PRECAST CONCRETE BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 25% OF THE AND FLOOR SHALL BE CLEANED AND RAit'ED IN ORDER TO LOOSEN SMEARED
DISTRIBUTION BOX FINISHED GRADE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. SECTIONS OF TRENCH.
2 4" PVC SDR-35 -DUAL COMPARTMENT LESS THAN 159 OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A
6" MIN. —TO HOUSE PUMP STATION - 500 GAL PRECAST CONCRETE WIDUPLEX PUMPS PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL
LIQ�JID LEVEL _ OUTLET r 2 MIN• (10' MIN) PITLESS ADAPTER 1/2" SIEVE.
�� FOR LOTS 4 & 7 BE AS SHOWN, AND CARE SHALL BE EXEF'CISED TO AVOID INCLUSION OF FINE
MIN. SLOPE BAFFLE TRENCHES STONE ABSORPTION TRE IN STANDARD' PIPE -IN -STONE NSYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF GRAINED SOILS AND WASTE MATERIAL IN THi_ STONE AND PIPE.
1/3 LEACH FIELD -
4"H x18"W SLOT, DEPTH 18 1/8" PER FOOT o 0 2-FEET BETWEEN EXISTING GRADE AND BOTTOM OF ABSORPTION TRENCHES.
16" DISTRIBUTION BOX NOTES 2-FT CONVENTIONAL INSTALLATION DEPTH FOR LOTS 1, 2, 4, 5, 6, 7, 8
(2) 4" ELBOWS �� OF OUTLET MIN. 6" CRUSHED A 2 ANNULUS OF NEAT CEMENT OR ONLY SYSTEM FILL MATERIAL SHALL BE INSTALLED THROUGHOUT THE MOUND THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT
OR 6" ELBOW _ INVERT PIPE JOINTS TO BE SEALED BENTONITE GROUT IS REQUIRED. SHALLOW INSTALLATON DEPTH FOR LOT 3 CONTINUOUS GRADES WITHOUT SAGS, HUN''PS, SEPARATED JOINTS, OR OTHER
STONE BASE WITH ASPHALTIC MATERIAL OR REFER TO CITED PUBLICATION FOR SEAL CASING TO BEDROCK AREA AND TAPER AREAS. UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES.
T
USE SPEED LEVELERS TOJ EQUIVALENT. MINIMUM REQUIRED DEPTH OF GROUT 50' MIN. CASING 6' MINIMUM TRENCH SPACING
BIZ X ASSURE ALL OUTLETS ARE AT • INVERT ELEVATIONS OF ALL DESIGN PERCOLATION RATE = 6-7 MIN IN SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 6" LIFTS WITH
MINI
TRACKED EQUIPMENT PRIOR TO INSTALLATION OF TRENCHES. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT
o EXACTLY THE SAME ELEVATION OUTLET PIPES MUST BE EQUAL, , , , \�, \ \ \ \ \ \ \ \ \ \ \ \ \ \
APPLICATION RATE 1.0 GPD SF SURFACE RUNOFF AWAY FROM THE DISPOSA'_ FIELD.
n USE SPEED LEVELERS. /
0 60- 75% OF 25-40% OF •s ° c
4" PVC SDR-35 SOLID HEADER- D-BOX TO BE INSTALLED IN ABSORPTION TRENCH AREA REQUIRED = 440 SF
o TANK VOLUME TANK VOLUME TO PERFORATED TRENCH PIPING, INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL
CONFORMANCE WITH ABSORPTION TRENCH LENGTH REQUIRED = 220 LF MATERIAL PRIOR TO TRANSPORTING TO SITE. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING
1/8" PER FOOT MIN SLOPE MANUFACTURER'S INSTRUCTIONS HAS BEEN INSTALLED,
WATER SUPPLY WELLS SHALL INSTALL (4) TRENCHES AT 60 LF EACH
MINIMUM 2X WIDTH SEPTIC TANK NOTES BE CONSTRUCTED IN ABSORPTION FIELD NOTES
240 LF TOTAL TO BE PROVIDED THIS SYSTEM /S DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT
MAXIMUM 4X WIDTH ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW PORK STATE
DEPARTMENT OF HEALTH APPENDIX 75-A AND SHALL BE OF PRECAST ACCORDANCE WITH THE SUBMERSIBLE PUMP THIS DESIGN UTILIZES STANDARD PIPE -IN -STONE ABSORPTION BED DESIGNED TO ACCOMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING
CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUAL. STANDARDS OF APPENDIX 5-B INSTALLED IN MOUND CONFIGURATION, CUT ALL TREES, STUMPS AND DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS.
OF THE NYS SANITARY CODE 25% REDUCTION DESIGN FOR INFILTRATOR QUICK-4 EQUALIZER 36
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL PER NYSDOH APPENDIX 75-A, ADOPTED FEBRUARY 3, 2010 OTHER VEGETATION AT GRADE AND REMOVE. REMOVE STUMPS AND
BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE _EXISTING TOPSOIL AND ORGANIC MATERIAL FROM SURFACE PRIOR TO ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST .BE
SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. INSTALL (3) ABSORPTION LATERALS AT 60' EACH = 180 LF EXCLUDED FROM THE WASTEWATER SYSTEM.
0 0 0 o PLACING FILL. USE TRACKED EQUIPMENT FOR ALL WORK IN ABSORPTION
O O O O O O O O O O O O O O O O O O O O O O
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY FIELD AREA. THE WASTEWATER SYSTEMS MUST BE INSPECTED FOR COMPLIANCE BY THE
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. POTABLE WATER SUPPLY - ON -SITE WELL DESIGN SEPTIC TANK DETAIL ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE - MAINTAIN 50' WELL TO SEPTIC TANK SETBACK CONSTRUCT DRAINAGE SWALE UPGRADIENT OF SYSTEM IN ORDER TO CONSTRUCTION.
& TOWN OF QIJEFNShU14Y BUILDING DEPARTMENT DURING
NTS LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. WELL DETAIL - MAINTAIN 100' WELL TO ABSORPTION FIELD SETBACK DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. SYSTEPi! MATERIAL
11
5' TYP. TO TOP
OF TAPER
1:3.� SYSTEM FILL MATERZ ALL
AROUND
NTS
APPROXI MA TE
FINISHED GRADE
TYPICAL 2'W PIPE -IN -STONE
ABSORPTION TRENCH,
(4) TRENCHES @ 60' EA.
A" AAIA11A/I IAI T/1=nll
SHALLOW ABSORPTION FIELD SECTION - LOT 3
NTS
4" MIN. TOPSOIL
CONY
N TS
SLOPE
30 POLYETHYLENE EXTENSION CHAIN ON EA. PUMP EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SPECIFICATIONS
NTS TO GRADE WITH TAMPER TO TOP OF TANK TO SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE.
RESISTANT ACCESS COVER ALLOW FOR FUTURE ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED
PUMP REMOVAL ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP ABSORPTION FTELD AGGREGATE
WITHOUT ENTF_RING TANK
6' TYP. TRENCH �, STATION. STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED
SPACING
MAX 12"f COVERDISTRIBUTION BO r BETWEEN INN. ��RTS STONE.
SYSTEM FILL
Al A TII /r- C`n II C`
4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD;
SEED AND ESTABLISH TURF
FILTER FABRIC
MIRAFI 14ON OR EQUIVALENT
4" PERFORATED PVC LATERAL, SLOPE 1/16" -
1/32" PER FT. MEETING ASTM STANDARDS FOR PIPE
USED IN SEPTIC SYSTEMS
3/4" TO 1 1/2"
WASHED CRUSHED STONE
ABSORPTION TRENCH PROFILE
N TS
END CAP
Z't IVIMAIIVIVIVI IVILVI 1/11VIUMLL I
STABILIZED SYSTEM FILL MATERIAL,
3-6 MIN. IN -PLACE STABILIZED
PERCOLATION RATE
6" MIN.
4" MIN TOPSOIL OVER THE
ENTIRE ABSORPTION FIELD;
SEED & ESTABLISH TURF
BACKFILL FREE OF
STONES OVER 3"
FILTER FABRIC
MIRAFI 140N \
OR EQUAL
2" IN.
6"
EXISTING ORGANIC MATERIAL &
TOPSOIL TO BE REMOVED PRIOR
TO PLACING GRANULAR FILL
2' TRENCH WIDTH
De 0
INSTALL FLOAT SWITCHES TO
OPERATE PUMP AND
EFFLUENT SEWER / MAINTAIN LEVELS AS INDICATED
OUTLET FROM
d
SEPTIC TANK
4" PVC SOR-35
BALL VALVE,
ONE PER PUMP
MIN. SLOPE
INSTALL VALVES AND
1/8" PER FOOT
UNIONS SUCH THAT EITHER
0
PUMP CAN BE ISOLATED
AND REMOVED WITHOUT
REQUIRING PIT ENTRY
0�_j
0
ALARM/ '
LAG PUMP ON
BLOAT SWITCHES —
) INSTALL INSIDE PUMP PIT
4"
IN LOCATION ACCESSIBLE
LEAD PUMP ON \ `
WITHOUT PIT ENTRY
°
\
VOLUME OF DOSE
\
PER NOTE
PUMP OFF
J
I
?6" MN°
O
0 0
d
d
0 0 o O O o 0 0 0
d
°p
0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
BALL CHECK VALVE 12" OF 3/4-1-1/2"
0 0 0 0
DUPLEX (2) EFFLUENT PUMPS CRUSHED STONE
OVERFILL TO ALLOW
FOR SETTLEMENT
2023583256 - - i �
Instr # 2023-3000067 3/4" TO 1-1/2"
l 09/25/2023 02:35:34 PM WASHED CRUSHED STONE
4 C� MAP
ABSORPTION TRENCH SECTION
Pamela J. Vogel, Warren Co Clerk FILED
;vT
12"
LD
" JOINS TWO PUMP FILL TO BE LOAMY SAND, AS DESCRIBED IN "FILL
GES INTO -- MATERIAL NOT,?=S"
RCEMAIN --FILTER FABRIC
TRANSITION TO FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN
OUTSIDE OF D-BOX / SEPARATION FABRIC, TENCATE MIRAFI 140N OR
EQUIVALENT
CONCRETE BAFFLE 2 MIN. -' HOUSE SEWER PIPE
USE SPEED LEVELERS TO ASSURE PIPING TO 6';_ 4" SDR-35 OR SCHEDULE 40 PVC.
2" PVC SDR-26 INSTALL WITH ! 4 E.
OR SCH-40 ALL OUTLETS ARE AT / " PER FOOT MINIMUM SLOP
EXACTLY THE SAME ELEVATION
FORCEMAIN ; EFFLUENT SEWER PIPE
4" PVC SDR-35 SOLID' PIPING TO Bi_ 4" SDR-35 OR SCHEDULE 40 PVC.
HEADER TO MANIFOLD PIPING INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE.
1/8" PER FOOT MIN SLOPE
PROVIDE POSITIVE FORCE MAIN
DRAINBACK TO PUMP STATION NOTES PIPING TO BE 2" PVC SDR-26, PROVIDE 3' MIN. BURIAL
PUMP STATION SEAL ALL TANK OPENINGS WATERTIGHT. DEPTH & POSITIVE DRAINBACK TO PUMP STATION.
\` 2" SCH-40 PVC INSIDE PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL TOPSOIL
WET WELL THROUGH WALL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, DEMAND DOSE PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL
CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION.
`-- GATE VALVE AREA. SEED, VULCH, AND ESTABLISH TURF.
INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN
REDUCING TEE POINTED DOWNWARD HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND
WITH 1" BALL VALVE THROTTLED TO NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS.
ALLOW TRICKLE DRAIN BACK INTO PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A
WETWELL 60 GALLON DOSE.
UNION (2)- LOCATE SUCH THAT EFFLUENT PUMPS TO BE GOULDS PUMPS WE SERIES, MODEL WE05H
UNION CAN BE DISCONNECTED AND SUBMERSIBLE_ EFFLUENT PUMP 1/2 HP, 230 VOLT, 1PH
_EACH PUMP REMOVED WITHOUT TANK VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP.
ENTRY
500 GAL PRECAST ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL
CONCRETE PUMP TANK INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION.
EFFLUENT PUMP STATION DETAIL
N TS
--- 53" - ------
48" EFFECTIVE LENGTH
I
� 22" EQ-36 — 24" TPENCH WIDTH
OPEN -BOTTOM CHAMBER DETAIL
N TS
MINIMUM TRENCH WIDTH
I' --MACHINE BACKFILL W/NATIVE
TOPSOIL &-j MATERIAL AS NEEDED DUE TO FIN
ESTABLISH TURF GRADE (4" MAX. SIZE)
4" SDR-35 HOUSE OR -SELECT GRANULAR MATERIAL
EFFLUENT SEWER (100% PASSING 2" SIEVE) 6"
ABOVE PIPE & 2" BELOW PIPE
SEWER TRENCH DETAIL
NTS
WASTEWATER SYSTEM SETBACK SCHEDULE
PROPERTY LINE HOUSE I DRAINAGE DITCH WATERBODIES
SEPTIC TANK
0 10,
10,
! 10,
50'
ABSORPTION FIELD
I
10,
20'
20'
e
100,
I I
TAX MAP # 265.—1-23.1
TOWN OF QUEENSBURY
SUB 5-20922, AV 13-2022, FWL 7-2022
ADIRONDACK PARKA GENCY
PROJECT 2021-0215
TAX MAP # 265.—1-23.2
TOL' N OF QUEENSBURY
SUB 4-20e" , AV 19-2022, FWL 6-2022
ADIRONDACK PARK AGENCY
PROJECT 2021-0215
TAX MAP # 265. 4-23.1 & 23.2
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
- - — — - - — PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW
11
APPROVAL DRAWINGS
10
RE -ISSUED TO ADIRONDACK PARK AGENCY
9
RE -ISSUED TO ADIRONDACK PARK AGENCY
8
RE -ISSUED TO ADIRONDACK PARK AGENCY & TOWN OF QUEENSBURY
7
RE -ISSUED TO ADIRONDACK PARK AGENCY
6
RE -ISSUED TO TOWN OF QUEENSBURY PB
5
ISSUED TO TOWN OF QUEENSBURY PB & ZBA
4
RESUBMIT TO ADIRONDACK PARK AGENCY
3
FIRST SUBMISSION TO ADIRONDACK PARK AGENCY
2
RE -ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY
1
ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY
0
ISSUED TO TOWN OF QUEENSBURY FOR SKETCH PLAN PHASE
No.
Revisions
QV N .IV
�1IL 51>,6
WASTEWATER D1: TAIL SHEET
prepared fclf
Jeffrey & JOanry Mann
Bay Road & Pickle 1-fill Road
Town of Queensbury, Wary en County, NY
8/8/2023
7/11/2023
7/5/2023
4/4/2023
11/11/2022
11/10/2022
4/14/2022
12/16/2021
9/17/2021
7/19/2021
10/28/2020
10/15/2020
Date
ALTERATION OF THIS DOCUMENT F_
Drawn: LWD
Checked: GTH
Scale: NOTED
Date: 9/25/220
169 Havilond Road2�1
(7
tJ(72A-ll -®
BY A LICENSED PROFESSIONAL ENGINEER
Queensbury, NY 12804
IS A VIOLATION OF NYS EDUCATION LAW.
Hutchins Engineering PLLC (518) Phone
((��
291682B-01-Dl
i
�745-030
8
:5,, 745-0,303 Fax
S.W. P. P. P REQUIREMENTS
• THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION OF THIS PROJECT MUST SIGN THE
CERTIFICATION IN THE SWPPP NARRATIVE REPORT AND BE FAMILIAR WITH ALL REQUIREMENTS OF
,THE SWPPP AND REQUIREMENTS OF THE NYSDEC SPDES GENERAL PERMIT FOR STORMWATER
DISCHARGES FROM CONSTRUCTION ACTIVITY GP-0-20-001. A COPY OF THE PERMIT IS ENCLOSED
IN THE SWPPP INSPECTION BINDER.
• A NOTICE OF INTENT (N01) MUST BE SUBMITTED TO NYSDEC PRIOR TO INITIATING WORK.
• AN MS4 SWPPP ACCEPTANCE FORM AND COPY OF THE NOI MUST BE SUBMITTED TO THE TOWN OF
QUEENSBURY MS4 ADMINISTRATOR FOR APPROVAL AND SIGNATURE, SO THAT THE N01 CAN THEN BE
SUBMITTED TO NYSDEC CENTRAL OFFICE.
• A N01 FOR THE PROJECTS 1N THEIR ENTIRETY IS TO BE SUBMITTED BY THE PROJECT SPONSOR AND
UPON CONVEYANCE OF EACH LOT, A N01 IS TO BE SUBMITTED TO TRANSFER PERMIT COVERAGE TO
EACH RESPECTIVE LOT OWNER.
• THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS AND THE STORMWATER MANAGEMENT REPORT.
• AFTER THE COMMENCEMENT OF CONSTRUCTION, THE OWNER OR OPERATOR SHALL HAVE A
QUALIFIED INSPECTOR MAKE A MINIMUM OF (1) INSPECTION EVERY (7) CALENDAR DAYS AND
SHALL PREPARE A REPORT AS REQUIRED BY THE GENERAL PERMIT.
• WHEN SOIL DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED AND ALL DISTURBED
AREAS HAVE BEEN STABILIZED, SITE INSPECTIONS SHALL BE PERFORMED MONTHLY. THE MS4
ADMINISTRATOR SHALL BE NOTIFIED IN WRITING THAT THE FREQUENCY OF SITE INSPECTIONS WILL BE
REDUCED DUE TO CONSTRUCTION ACTIVITIES BEING SUSPENDED.
• IF SOIL DISTURBANCE ACTIVITIES HAVE BEEN SHUT DOWN WITH PARTIAL PROJECT COMPLETION,
INSPECTIONS MAY BE CEASED IF ALL DISTURBED AREAS HAVE BEEN STABILIZED AND ALL
STORMWATER MANAGEMENT PRACTICES HAVE BEEN INSTALLED WITHIN THE PORTION OF THE
PROJECT WHICH HAS BEEN COMPLETED. THE MS4 ADMINISTRATOR SHALL BE NOTIFIED IN WRITING
THAT THE CONSTRUCTION ACTIVITIES AND INSPECTIONS ARE BEING SUSPENDED.
• THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS IN A SITE LOG BOOK,
MAINTAINED ON SITE AND AVAILABLE TO THE PERMITTING AUTHORITY UPON REQUEST.
• AT COMPLETION OF CONSTRUCTION, THE CONTRACTOR AND ENGINEER SHALL PERFORM A FINAL
INSPECTION TO CERTIFY THAT THE SITE HAS UNDERGONE FINAL STABILIZATION AND THAT ALL
TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED. UPON CERTIFICATION OF
COMPLETION, A NOTICE OF TERMINATION (NOT) SHALL BE FILED WITH NYSDEC CENTRAL OFFICE.
• THE MS4 ACCEPTANCE STATEMENT ON THE NOT MUST BE SIGNED BY THE MS4 ADMINISTRATOR SO
THAT THE NOT CAN THEN BE SUBMITTED TO NYSDEC CENTRAL OFFICE.
SITE STABILIZATION
• THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS PRACTICABLE IN
PORTIONS OF THE SITE WHERE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN
NO CASE MORE THAN 7—DAYS.
• STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING TACKIFIER ON SLOPES OVER 1:5
OR SEEDING AND INSTALLING A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. ON
SLOPES OVER 1:3 INSTALL EROSION CONTROL BLANKETS OR WOOD CHIPS IN ACCORDANCE WITH
THE DETAILED EROSION CONTROL PLANS AND IN ACCORDANCE WITH MANUFACTURERS
INSTRUCTIONS.
SOIL RESTORATION NARRATIVE
• SOIL RESTORATION IS A REQUIRED PRACTICE OVER PORTIONS OF THE SITE WHERE THE NATIVE SOILS
HAVE BEEN COMPACTED THROUGH EARTHWORK CONSTRUCTION AND WILL BE REVEGETATED IN ORDER
TO RECOVER THE ORIGINAL PROPERTIES AND POROSITY OF THE NATIVE SOILS.
• FOR YARD AREAS, AERATE_ SOILS WITH SOIL AERATOR MECHANICAL IMPLEMENT DURING FINAL
GRADING, APPLY 6-INCHES OF TOPSOIL, SEED AND INSTALL EROSION CONTROL BLANKETS.
MAINTENANCE
• ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24-HOURS OF A
STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE IN GOOD WORKABLE CONDITION.
• THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS TO COLLECT
LITTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY.
• ANY STOCKPILES OF FILL, TOPSOIL OR EXCAVATED MATERIAL SHALL BE COVERED OR CONTAINED BY
SEDIMENT CONTROL FENCE TO PREVENT EROSION.
STANDARD SPECIFICATIONS FOR STABILIZED
.r- 5' MIN
CONSTRUCTION ACCESS
DEFINITION
A STABILIZED PAD OF AGGREGATE
R GATE UNDERLAIN WITH GEOTEXTILE
LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A
CONSTRUCTION SITE 0 AND FROM
T R M A PUBLIC STREET OR ROAD.
PURPOSE
TO REDUCE OR ELIMINATE E C INA THE TRACKING OF SEDIMENT ONTO PUBLIC
RIGHTS OF WAY.
O z
APPLICATION
W O
- AGGREGATE SIZE. USED A MATRIX OF 1-4 INCH STONE
- THICKNESS. NOT LESS THAN 6 INCHES
z
O
- WIDTH: 12 FOOT MINIMUM, NOT LESS THAN FULL WIDTH OF POINTS
U N
WHERE INGRESS OR EGRESS OCCURS. 24 FOOT MINIMUM IF
o ...�
0 M#!V[::.
z
THERE IS ONLY ONE ACCESS POINT TO THE SITE.
W
- LENGTH: NOT LESS THAN 50 FEET
GEOTEXTILE: TO BE PLACED OVER THE ENTIRE AREA TO BE
� W
COVERED WITH AGGREGATE. FILTER ILTER CLOTH NOT REQUIRED ON A
SINGLE FAMILY RESIDENCE LOT.
_j
GEOTEXTILE MATERIAL CRITERIA
Q
z�
THE GEOTEXTILE SHALL BE WOVEN OR NONWOVEN FABRIC
0
CONSISTING ONLY OF CONTINUOUS CHAIN
POLYMERIC FILAMENTS OR YARNS OF POLYESTER. FABRIC SHALL BE'
z
INERT TO COMMONLY ENCOUNTERED
�
CHEMICALS HYDROCARBONS MILDEW,T ROT AND CONFORM TO THE
FOLLOWING PROPERTIES:
LIGHT DUTY ROADS HEAVY DUTY
ROADS
GRAB TENSILE STRENGTH 200 LBS 220 LBS
0
z
�
0
ASTM D1682
ELONGATION AT FAILURE 50% 60%
z
I.
ASTM D1682
MULLEN BRUST STRENGTH 190 LBS 430 LBS
ASTM D3786
PUNCTURE STRENGTH 40 LBS 125 LBS
ASTM D751
MODIFIED
STABILIZED
EQUIVALENT OPENING SIZE 40-80 40-80
US STD SIEVE
CONSTRUCTION
AGGREGATE DEPTH 6 INCHES 10 INCHES
ACCEPTABLE MATERIAL: MIRAFI 10OX MIRAFI 60OX
ACCESS DETAIL
N TS
MAINTENANCE
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH. WILL
PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY OR
P STREETS. THIS MAY REQUIRE T
Q OP DRESSING WITH
p
D�ADDITIONAL
g
AGGREGATE. ALL SEDIMENT SPILLED, DROPPED OR
OSafel�i.
Newro ork
WASHED ONTO PUBLIC R.O.Ws MUST BE REMOVED IMMEDIATELY.
ti i �I11t
WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT
[I Call Before You Dig Wait The Required Time
PRIOR TO ENTRANCE ONTO PUBLIC R.O.W.s. WHEN WASHING IS
0 Confirm utility Response
REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH
Ej Respect The Marks
AGGREGATE, WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING
E Dig With care
800'962-7962
DEVICE. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING
www.digsafelynewVork.com
STORM DRAINS, DITCHES OR WATERCOURSES.
EROSION & SEDIMENT CONTROL NOTES
• BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT
CONTROL FENCE SHALL BE INSTALLED AS SHOWN ON THE PLAN.
• AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, SEDIMENT CONTROL FENCE
AND ANY OTHER EROSION CONTROL MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT
ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED.
• ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 7-DAYS OF COMPLETION OF WORK IN THE
AREA. ONLY AREAS WHICH AREA ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN
7-DAYS. ONCE CONSTRUCTION 1S COMPLETED IN THESE AREAS, SEED AND MULCH SHALL BE INSTALLED
WITHIN 7-DAYS.
• TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL FENCE AND/OR MULCH, SHALL
BE INSTALLED AND MAINTAINED FOR ANY TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR
MORE THAN 24-HOURS.
• WITHIN 500' OF M.H.W OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, NO LAND AREA, NO LAND AREA,
INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED, MAY BE LEFT DEVOID
OF VEGETATION FOR MORE THAN 24-HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE
ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM
ENTERING THE WATERBODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE. NATURAL MULCH OF A DEPTH
OF 2-INCHES, ROCK RIPRAP, NON-DEGRADEABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS AND
IMPERVIOUS STRUCTURES.
• FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 & APRIL 15, IN WHICH VEGETATION
CANNOTB EXPOSED EARTHEN AREAS SHALL BE COVERED WITH EITHER A TARP COVER OR
E ESTABLISHED,
AN EXTRA HEAVY LAYER OF MULCH.
• ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF A MINIMUM OF 80% OF THE VEGETATION
THROUGHOUT THE YEAR FOLLOWING REVEGETATION. REVEGETATE AS NEEDED TO MEET THIS REQUIREMENT.
• THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR
EROSION AND SEDIMENT CONTROL (THE BLUE BOOK).
STANDARD SPECIFICATIONS FOR MULCHING
DEFINITION
APPLYING COARSE PLANT RESIDUE OR CHIPS, OR OTHER SUITABLE MATERIALS, TO COVER THE SOIL
SURFACE.
PURPOSE
THE PRIMARY PURPOSE IS TO PROVIDE INITIAL EROSION CONTROL WHILE A SEEDING OR SHRUB PLANTING IS
ESTABLISHING. MULCH WILL CONSERVE MOISTURE AND MODIFY THE SURFACE SOIL TEMPERATURE AND
REDUCE FLUCTUATION OF BOTH. MULCH WILL PREVENT SOIL SURFACE CRUSTING AND AID IN WEED
CONTROL. MULCH IS ALSO USED ALONE FOR TEMPORARY STABILIZATION IN NON —GROWING MONTHS.
CONDITIONS WHERE PRACTICE APPLIES
ON SOILS SUBJECT TO EROSION AND ON NEW SEEDINGS AND SHRUB PLANTINGS. MULCH IS USEFUL ON
SOILS WITH LOW INFILTRATION RATES BY RETARDING RUNOFF
CRITERIA
SITE PREPARATION PRIOR TO MULCHING REQUIRES THE INSTALLATION OF NECESSARY EROSION CONTROL OR
WATER MANAGEMENT PRACTICES AND DRAINAGE SYSTEMS.
SLOPE, GRADE AND SMOOTH THE SITE TO FIT NEEDS OF SELECTED MULCH PRODUCTS.
REMOVE ALL UNDESIRABLE STONES AND OTHER DEBRIS TO MEET THE NEEDS OF THE ANTICIPATED LAND
USE AND MAINTENANCE REQUIRED.
APPLICATION RATES.
MULCH — 2 TON/ACRE (2 BALES / 1000 SF±)
SPECIFICATIONS FOR VEGETATED SWALES
DEFINITION
A VEGETATED SWALE IS A MAINTAINED, TURF -LINED SWALE, DESIGNED TO CONVEY STORMWATER AT A LOW
VELOCITY, PROMOTING NATURAL TREATMENT AND INFILTRATION.
VEGETATION REQUIREMENTS
• AMEND SOIL AS NEEDED WITH FERTILIZER AND LIME
• PROVIDE 4-INCHES OF TOPSOIL
• REMOVE ALL STONES AND DEBRIS
• APPLY SEED MIX AT 75 LBS/ACRE
MAINTENANCE REQUIREMENTS
• FERTILIZE AND LIME AS NEEDED TO MAINTAIN DENSE VEGETATION.
• MOW AS REQUIRED TO MAINTAIN GRASS HEIGHTS OF 4-6 INCHES.
• REMOVE SEDIMENT AND DEBRIS BUILD-UP ANNUALLY.
• INSPECT FOR POOLS OF STANDING WATER; REGRADE AND REVEGETATE AS NEEDED.
• REPAIR EROSION IN CHANNEL BOTTOM AS NEEDED; RE -TOPSOIL, SEED AND INSTALL EROSION CONTROL
BLANKETS.
• USE OF HEAVY EQUIPMENT FOR MOWING AND REMOVING DEBRIS TO MINIMIZE SOIL COMPACTION.
I
I
VEGETATION SEEDING SCHEDULE
RECOMMENDED
APPLICATION
AREA OF SEEDING
SPECIES/MIX
RATE
DETENTION AREA &
KENTUCKY BLUEGRASS,
75 LBS/ACRE
LAWN AREAS
CREEPING RED FESCUE,
TOTAL
PERENNIAL RYEGRASS
TEMPORARY SEEDING
ANNUAL & PERENNIAL
75 LBS/ACRE
FOR EROSION
RYEGRASS MIX
TOTAL
CONTROL
STABILIZED CONSTRUCTION ACCESS
CONSTRUCTION SPECIFICATIONS
• STONE SIZE - USE 1-4" STONE OR RECLAIMED
OR RECYCLED CONCRETE EQUIVALENT.
• LENGTH - NOT LESS THAN 50-FEET.
• THICKNESS - NOT LESS THAN 6-INCHES.
• WIDTH - 12-FOOT MINIMUM, 24-FOOT MINIMUM
IF SINGLE ENTRANCE TO SITE.
• GEOTEXTILE - WILL BE PLACED OVER THE
ENTIRE AREA PRIOR TO PLACING OF STONE.
• SURFACE WATER -- ALL SURFACE WATER
FLOWING OR DIVERTED TOWARD CONSTRUCTION
_ENTRANCES SHALL BE PIPED BENEATH THE
ENTRANCE. IF PIPING IS IMPRACTICAL, A
MOUNTABLE BERM WITH 1 V. 5H SLOPES WILL BE
PERMITTED.
• MAINTENANCE - THE ENTRANCE SHALL BE'
MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC RIGHTS -OF -WAY, ALL SEDIMENT
SPILLED, DROPPED, WASHED OR TRACTED ONTO
PUBLIC RIGHTS -OF -WA MUST BE REMOVED
IMMEDIATELY.
• WHEN WASHING IS REQUIRED, IT SHALL BE DONE_
ON AN AREA STABILIZED WITH STONE AND WHICH
DRAINS INTO AN APPROVED SEDIMENT TRAPPING
DEVICE.
• PERIODIC INSPECTION AND .NEEDED MAINTENANCE
PLANT AND MULCH
SURROUNDING YARD
AREAS
F�� PERSPECTIVE
" FENCE POST
" FENCE POST
WEN MINIMUM 16"
TO GROUND
T STOP EMBED IN
OUND 8" MIN.
SOIL BACKFILL
_Z
SILT STOP EMBED IN
o GROUND 8" MIN.
CN FLOW-� F-UNDISTURBED GROUND
\ \
I
v
SECTION
SEDIMENT CONTROL FENCE DETAIL
NTS
CONSTRUCTION SPECIFICATIONS
• WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH
WIRE TIES OR STAPLES. POST SHALL BE STEEL EITHER "T" OR "U"
TYPE OR HARDWOOD.
• FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH
TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE
WOVEN WIRE, 6" MAX. MESH OPENING.
• WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY
SHALL BE OVER —LAPPED BY 6—INCHES AND FOLDED. FILTER CLOTH
SHALL BE EITHER FILTER X, MIRAFI 10OX, STABIUNKA T140N OR
APPROVED EQUIVALENT.
• PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED
EQUIVALENT.
• MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL
REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.
i SLOPE LENGTH/FENCE LENGTH (FT.)
SLOPE
STANDARD
REINFORCED
SUPER
<2%
30011500
N/A
N/A
2-10%
12511000
25012000
30012500
10-20%
1001750
15011000
20011000
20-33%
60/500
80/750
100/1000
33-50%
40/250
70/350
1001500
>50%
20/125
30/175
50/250
INSTALL RIP RAP ON SIDES
AND TOP OF CULVERT END
FLARED END SECTION WITH
BOLTED COUPLING BAND
12" MIN. DOT MEDIUM STONE
FILL 8' LONG BY 6' WIDE
FINISHED GRADE
CULVERT PIPE
o
BURY END 6" INTO SOIL
4" MIN. #2 STONE
GEOTEXTILE FABRIC;
TENCATE MIRAFI 140N
CULVERT END SECTION DETAIL
NTS
STANDARD SPECIFICATIONS FOR SILT FENCE
DEFINITION
A TEMPORARY BARRIER OF GEOTEXTILE FABRIC INSTALLED ON THE
CONTOUR ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM
SMALL DRAINAGE AREAS OF DISTURBED SOILS.
PURPOSE
TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED
SEDIMENT LOAD.
APPLI CA TION
— MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE
FENCE PLACED ON A SLOPE.
1:2 SLOPE (507.) 25—FT
1:3 SLOPE (3390) 50—FT
1:4 SLOPE (25%) 75—FT
1:5 SLOPE OR LESS 100—FT
— MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 114
ACRE PER 100—FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF 1.5
FEET.
— EROSION WILL OCCUR AS SHEET EROSION.
— CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE.
DESIGN CRITERIA
— ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED
AREAS AS POSSIBLE, WITH A MINIMUM OF 10—FEET FROM THE TOE OF A
SLOPE. THE AREA BEYOND THE FENCE MUST BE UNDISTURBED OR
STABILIZED.
— SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED TO BE
REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT.
— WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE TWO ENDS
SHALL BE OVERLAPPED, ROLLED TOGETHER AND STAPLED TO PREVENT
SEDIMENT BYPASS AT THESE CONNECTIONS.
FABRIC MATERIAL CRITERIA
GRAB TENSILE STRENGTH 90 LBS ASTM D1682
ELONGATION AT FAILURE 50% ASTM D1682
1 HE HUMLUWNLR WILL PROVIDE THE MAINTENANCE NEEDED IN ORDER TO ENSURE
CONTINUOUS AND EFFECTIVE OPERATION OF THE STORMWATER CONTROL PRACTICES
BOTH IN THE SHORT AND LONG TERMS.
SEDIMENT REMOVAL IN THE CONVEYANCE TRENCHES AND VEGETATED DETENTION
AREAS SHOULD BE PERFORMED ANNUALLY OR SEMI-ANNUALLY. IF REDUCED
INFILTRATION IS REALIZED IN THE SMPS, REPLACEMENT OF THE STONE AND/OR
TOPSOIL MAY BE REQUIRED.
MOWING AND TRIMMING OF THE VEGETATED LAWN AREAS SHOULD BE PERFORMED AS
NEEDED THROUGHOUT THE SPRING, SUMMER AND FALL, TYPICALLY WEEKLY. ANY
ERODED AREAS SHALL BE IMMEDIATELY REPAIRED, RETOPSOILEO, REVEGETATED AND
COVERED WITH EROSION CONTROL BLANKETS.
PLANTING NOTES
• PROTECT EXISTING TREES INDICATED TO REMAIN FROM SKINNING AND
FILLING AROUND BASE.
• THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN LAWN AREAS AND 9"
TOPSOIL IN PLANT BEDS AND ROUGH GRADE, THE CONTRACTOR WILL
PROVIDE FINE GRADING AND SOIL AMENDMENTS.
• AREAS INDICATED AS LAWN SHALL BE SEEDED WITH APPROVED MIX, AT A
RATE OF 5 LBS PER 1000 SF AND MULCHED WITH STRAW OR
HYDROSEEDED OR SODDED.
• PLANTING SOIL FOR BACKFILL OF NEW PLANTS AND PREPARATION OF
PLANT BEDS SHALL BE A MIXTURE OF 1 PART TOPSOIL, 1 PART
COMPOSTED MANURE, 1 PART PEAT MOSS.
• MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK,
FREE OF WOOD CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL.
• MULCH FOR PERENNIALS SHALL BE FINE SHREDDED BARK, FREE OF WOOD
CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL.
NORTH AMERICAN GREEN S75BN
Drawing Not To Scat,
NORTH Disclaimer:
AMERIC.. . The information presented herein is general design information only. For sped :9c applications,
consult an independent professional for further design guidance.
5401 St. Wendel - Cynthiana Rd. PH: 800-772-2040
Poseyville, IN 47633 www.tensarnagreen.com) 3Drewn on: 3-16.11
EROSION CONTROL BLANKET DE I_AIL
NTS
TOP OF BERM
TO BE LEVEL
ROCK OUTLET —
WEIR PER PLAN
TOPSOIL
4" MIN.
WELL DRAINED
GRANULAR FILL
NATI VE
SOILS
BERM PER
PLAN
I MAX I \,, � , 11 MAX DEPTH
BERMED INFILTRATION BASIN 1)kZT4IL
NTS
-
3"
CCD0 0 o o 000 00 0 --3" BINDER COURSE OR
0
O
"
O
O O
O O O O I —
O O 2 BINDER 1 12 MIN o 1 2 TOP COAT
0 0 O 0
O O 0
O O
o
ASPHALT PAVEMENT
0 0
0
0
------GRANULAR SUBBASE COURSE
NYSDOT SECTION 304 TYPE 2
OR 4 COMPACTED TO 95%
STD. PROCTOR
SUBGRADE COMPACTED TO
90% STANDARD PROCTOR
�iuNfi ASPHALT PAVEMENT DETAIL
NTS
O o O
_o 0 O O
4" PVC SDR-35 STANDPIPE
TO 6" ABOVE GRADE
FILTER FABRIC MIRAFI
14ON OR EQUAL
INFILTRATION TRENCH FILLED
WITH 2"-4" CRUSHED STONE
TRENCH WIDTH
PER PLAN
INFILTRATION TRENCH DETAIL
N TS
8" MIN. 6-8" RIP RAP EXTEND
LEVEL
c0 0
0
OUTLET FROM DET. AREA
DETENTION BASIN OUTLET DETAIL
N TS
GEOTEXTILE FABRIC TENCATE
MIRAFI 140N OR EQUIVALENT
BURY END 4" INTO SOIL
4" MIN #2 STONE
GEOTEXTILE FABRIC TENCATE
MIRAFI 140N OR EQUIVALENT
STANDARD AND SPECIFICATIONS FOR
WINTER STABILIZATION
t
fi 6
Definition & Sc e on
A temporary specific, enhanced erosion
sites p s tin and sediment
control plan to manage runoff and sediment at the site during
construction activities in the winter months to protect off site
water resources.
Conditions Where Practice Applies
I his standard applies to all construction activities involved
with ongoing land disturbance and exposure between
November 15i' to the following April I".
Design Criteria
I. Prepare a snow management plan with adequate storage
for snow and control of melt water, requiring cleared
snow to be stored in a manner not affecting ongoing
constuction activities.
?. Enlarge and stabilize access points to provide for snow
management and stockpiling. Snow management
activities must not destroy or degrade installed erosion
and sediment control practices.
3. A minimum 25 Ibot buffer shall be maintained from all
perimeter controls such as silt fence. Mark silt fence
with tall stakes that are visible above the snow pack.
4. Edges of disturbed areas that drain to a waterbody within
100 feet will have 2 rows of si It fence, 5 feet apart,
installed on the contour.
5. Drainage sti routes must be kept open and free of snow
and Ice dams. All debris, ice darns, or debris from
plowing operations, that restrict the flow of runoffand
meltwater, shall be removed.
6. Sediment barriers must be installed at all appropriate
perimeter and sensitive locatio p ❑s. Sill fence and other
practices requiring it . n
P
earth distu
rbance b� ce oust be installed
before the ground freezes.
7. Soil stockpiles must be protected by the use of
established vegetation, anchored straw mulch rot
ted
stabilization matting,
of other durable covering. A
banner must be installed at least 15 feet from the toe of
the stockpile to prevent soil migration and to capture
loose soil.
8. In areas where
e e soil disturbance activity h t ty as temporarily
or permanently ceased, the application of soil
stabili-ralion measures should be initiated by the end of
the next business day and completed within three (3)
days. Rolled erosion control blankets must be used on
all slopes 3 horizontal to I vertical or steeper.
w a h
1. If str mulch alone is used for
temporary
stabilization itshall be applied at double the standard
rate o. 2 tons per acre, making the application rate 4
tons per acre Other manufactured mulches should he
applied al double the manufacturer's recommended
rat..
10, "1 o ensure adequate stabilization of disturbed soil in
advance of a melt event, areas of disturbed soil should
be stabilized at the end of each work day unless:
a. work will resume within 24 hours in the saute area
and no precipitation is forecast or;
b. the work is in disturbed areas that collect and
retain runoff, such as open utility trenches,
foundation excavations, or water management
areas.
11. Use stone paths to stabilize access perimeters of
buildings under construction and areas where
construction vehicle traffic is anticipated. Stone paths
should be a minimum 10 feet in width but wider as
necessary to accommodate equipment.
Maintenance
Ilse site shall be inspected fiequently to ensure that the
erosion and sediment control plan is performing its winter
stabilization function. If the site will not have earth
disturbing activities ongoing during the "winter season", all
bare exposed soil must be stabilized by established
vegetation, straw of other acceptable mulch, matting, rock,
or other approved material such as rolled erosion control
products. Seeding of areas with mulch cover is preferred
but seeding alone is not acceptable for proper stabilization.
Compliance inspections must be performed and reports
filed properly in accordance with the SWPPP for all sites
tinder a winter shutdown.
November 2016 Page 2.38 New York State Standards and Specifications
For Erosion and Sediment Control
of NEW
1. Prepare soil before installing rolled
erosion control products (RECPs),
including any necessary
application of lime, fertilizer, and
seed.
2. Begin at the top of the slope by
anchoring the RECPs in a
6"(15cm) deep X 6"(15cm) wide
trench with approximately 12"
(30cm) of RECPs extended beyond
the up -slope portion of the trench.
Anchor the RECPs with a row of
staples/stakes approximately 12"
(30cm) apart in the bottom of the
trench. Backfill and compact the
trench after stapling. Apply seed to
the compacted soil and fold the
remaining 12"(30cm) portion of
RECPs back over the seed and
compacted soil. Secure RECPs
over compacted soil with a row
of staples/stakes spaced
approximately 12"(30cm) apart
across the width of the RECPs.
3. Roll the RECPs (A) down or (B)
horizontally across the slope.
RECPs will unroll with appropriate
side against the soil surface. All
RECPs must be securely fastened
to soil surface by placing
staples/stakes in appropriate
locations as shown in the staple
pattern guide.
4. The edges of parallel RECPs must
be stapled with approximately 2" -
5" (5-12.5cm) overlap depending
on the RECPs type.
5. Consecutive RECPs spliced down
the slope must be end over end
(Shingle style) with an approximate
31'(7.5cm) overlap. Staple through
overlapped area, approximately
12"(30cm) apart across entire
RECPs width.
*NOTE:
In loose soil conditions, the use of
staple or stake lengths greater than
6"(15em) may be necessary to
properly secure the RECP's.
COLD WEATHER INFILTRATION
TRENCH PER PLAN
—SEED & INSTALL EROSION
CONTROL BLANKETS
G PER PLAN
GRADIN
TAX MAP # 2,,335.-1-23.1
TOWN OF . -
Q U�'�ENSBURY
SUB 5-2022, AV 18-2922, FWL 7-2022
ADIRONDACK PARK AGENCY
PROJECT 2'.121-0215
TAX MAP # 265,4-23.2
TOWN OF QUEENSBURY
SUB 4-2022, AV 19-2022, FWL 6-2022
ADIRONDACK PARK AGENCY
PROJECT Z21 0215
I
USA
TAX MAP # 265.4-23.1 & 23.2
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED I ENSED
PROFESSIONAL ENGINEER IS A VIOLA --ION OF NYS EDUCATION LAW.
1
r 1 APPROVAL DRAWINGS
10 RE —ISSUED TO ADIRONDACK PARK AGENCY
9 RE —ISSUED TO ADIRONDACK PARK AGENCY
8 RE —ISSUED TO ADIRONDACK PARK AGENCY c TOWN OF QUEENSBURY
7 RE —ISSUED TO ADIRONDACK PARK AGENCY
6 RE —ISSUED TO TOWN OF QUEENSBURY e D
B
5 ISSUED TO TOWN OF QUEENSBURY PB & ZBA
4 RESUBMIT TO ADIRONDACK PAF1,K AGENCY
3 FIRST SUBMISSION TO ADIRONDACK PARK AGENCY
2 RE —ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY
1 ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY
0 ISSUED TO TOWN OF QUEENSBURY FOR SKETCH PLAN PHASE
No. Revisions
CONSTRUCTION DETAIL SHEET 1
prepared for.
Jeffrey & Jeanl,ile Mann
Bay Road & Pickle hill Road
Town of Queensbury, Warren County, NY
N a
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8 8 2023
7 1 1 2023
7/5/2023
4/4/2023
11 11 2022
11/10/2022
4/14/2022
12/16/2021
9/17/2021
7/19/2021
10/28/2020
10/15/2020
Date
Drawn: LWD Checked: GTH I Scale: NOTED Date: 9/25/20
169 Havi, N IS' 128 291682A-01-D2
Queenensbury, NY 12804 Hutchins Engineering PLLC (518) 745-0307 Phone 291682B-01-D2
(5 18� 745— v30t; .F a/� i
495
494
493
492
491
490
489
488
487
WEST SIDE OF STREAM
o
a
EAST SIDE OF STREAM
ml�
OIL
ROADWAY - 12" TOTAL DEPTH OF
NYS DOT SECT. 304. TYPE 2 OR 4
COMPACTED TO 95/a STD. PROCTOR
Q 6' ARCH CULVERT
o
5 � � —'i
Q ' nc locntJoC_�
a
� I
o
Q
2"-4" CRUSHED STONE AROUND
ARCH CULVERT TO 5' BEYOND
CULVERT TO ESTABLISH SUBGRADE
ORDINARY HIGH—� 1—CONCRETE FOOTING
WATER LEVEL± PER CULVERT MFG.
PRESENT WASHED RIP -RAP
WATER LEVEL± INFILL
s� ARCH CULVERT STREAM CROSSING DETAIL - LOT 3
NTS
VEGETATION SEEDING SCHEDULE
RECOMMENDED
I
1
AREA OF SEEDING
BOTANICAL NAME
APPLICATION RATE
SPECIES/MIX
BERMS CUT & FILL SLOPES OF FOREBAYS
NEW ENGLAND EROSION
& VEGETATED DETENTION BASINS
CONTROL/RESTORATION MIX FOR
J VARIES
! 35 LBSIACRE
DETENTION BASINS & MOIST SITES
ROAD/DRIVESIDE CUT & FILL SLOPES,
NEW ENGLAND ROADSIDE MATRIX
VARIES
35 LBS/ACRE
VEGETATED DITCHLINES
UPLAND SEED MIX
TAPER TO MEET EXISTING GRADE,
TOPSOIL, SEED & INSTALL
EROSION CONTROL BLANKETS,
NORTH AMERICAN GREEN
S75BN OR EQUAL
3'W x 2'D COBBLE/ROCK—J
FILLED CONVEYANCE TRENCH
TO BASINS PER PLAN
COMPACTED
SUBGRADE
/ GEOTEXTILE STABILIZATION FABRIC, REMOVE EXISTING
NYSDOT 207.14, ORGANICS & TOPSOIL
TENCATE MIRAFI HP370 OR EQUAL PRIOR TO PLACING GRAVEL
FOR PORTIONS OF SITE WITH LOAMY SOILS
neT11971AiAV cX:f-"rTnA1
r-rnrAnn �nnrrrntr+ n►^rr-r
Stream Crossings: Guidelines and Best Management Practices
[he following recommendations are to assist in designing, installing, and replacing stream crossing
structures in small streams, with the goal of protecting stream continuity. Pre -installation stream
conditions should be retained to the maximum extent possible. Structures should be designed and
installed so that the natural stream flow and bottom substrate are mimicked throughout the crossing and
so that the structure does not constrict or fragment the stream. Additional engineering design may be
necessary to ensure structural integrity and appropriate hydraulic capacity.
Types of Crossings:
Bridges and open bottom box culverts are the
preferred crossing method. Other methods, in
descending order ofpreference, include open -bottom
arch culverts (typically installed on concrete footings), Open Bottom Box Open Bottom Arch Culverts
box culverts (typically pre -cast concrete), arch or
elliptical/squash culverts (metal, concrete, or plastic), ❑ O
and circular culverts (metal, concrete, or plastic).
Location: Box Go,t Arch Culvert EllipncWSquash
The structure should be located within a stretch of
watercourse where the channel is straight,
unobstructed, and well defined. When selecting a crossing location, choose a straight, flat area where
the streambed/bank characteristics can be easily retained or replicated and erosion potential can be
minimized. Areas where wetlands exist along the stream should be avoided when possible.
Length and Side Slopes:
Road and shoulder widths should be the minimum necessary for the crossing and side slopes should be
as steep as possible without compromising stability to minimize the length of the culvert. Note: A side
slope grade of 2:1 is typically the steepest grade that can be vegetated.
Capacity/Size:
The width of the structure should be 1.25 times the normal width of the streambed. The overall culvert
capacity should be able to accommodate expected
high flows.
�- -Streambed Width--ai
1 ,
I ,
�e-culvert opening = 1.25 x streambed width Edges y of terrestrial _ \ I
rooted vegetation
I `
I
_ Gr
Streambed Width
a t _ ordOw high water le,,el _ _ Determining Streambed Width
——presnd water level _ ---
b
Correctly installed open -bottom arch culvert with footings
3
I1 MAX
ROADWAY - 12" TOTAL DEPTH OF
NYS DOT SECT. 304. TYPE 2 OR 4
COMPACTED TO 95% STD. PROCTOR
Installation: culvert installed level
h'or "closed -bottom" culverts, the streambed slope Stream
must be less than 3°% (3 foot vertical rise in 100 feet Flow
of channel length), and the culvert installed level
with at least 20% of the vertical rise embedded at
the downstream invert.
downstream end upstream end
Culvert installation should take place "in the dry", 20% embedded <40 % embedded
s
to facilitate construction and reduce downstream streambed 3%slope-
impacts from turbidity and sedimentation. This
may require piping or pumping the stream flow
around the work area and the use of'cofferdams. The duration of dewatering should be kept to a
minimum and flows immediately downstream of the worksite should equal flows immediately upstream
of the worksite.
Erosion Control:
If necessary, flared ends and/or rip rap should be used to prevent scouring around the inlet and outlet of
the culvert. High flows can erode the soil surrounding the inlet and the soil underneath the outlet of a
culvert. Both instances can cause culvert undermining and can adversely affect the structural integrity
of the road crossing.
Appropriate erosion and sediment controls, including silt fencing and/or straw bales, should be installed
parallel to the stream to prevent downstream impacts and should be depicted on project plans.
Disturbance of the streambed and banks should be limited to that necessary to place the culvert.
Affected bank and bed areas should be restoredto pre-projectconditions following installation of th
e
culvert and the banks should be planted with native vegetation, consistent with that which existed prior
to the culvert installation. Seeded banks should be covered with mulch to accelerate plant growth.
Timing:
To protect fish spawning, timing restrictions may be imposed for all instream work as well as any
adjacent work that may result in suspension of sediment in a stream. Ingeneral, instream work should
l Y P
occur during low flow conditions, typically between June and September, to minimize impacts to
fisheries and water quality. For additional information on timing restrictions, please contact the regional
DEC office for the county in which the project is located.
Maintenance:
It is recommended that stream crossing structures be maintained at least once annually, preferably
before high spring flows. Typical maintenance includes checking for structural deficiencies such as
undermining and debris buildup.
DEC Permits
Permits are required for streams classified as C(T) or higher quality (ECL Article 15-0501), navigable
bodies of water (ECL Article 15-0505), and DEC regulated wetlands (ECL Article 24). For additional
information, please contact the regional DEC office for the county in which the project is located or visit
our website at http://www,dec.ny.gov/permits/6042,html.
Permits May Also Be Required From Other Agencies, such as
U.S. Army Corps of Engineers
Adirondack Park Agency
2023583256
Instr # 2023-3000067
.i 09/25/2023 02:35:34 PM
1 Pages
I � MAP
Pamela J. Vogel, Warren Co Clerk FILED
PROP. W ASHED
RIP -RAP OUTFALL
PROP. W ASHED
RIP -RAP SLOPE
STABILIZATION
SILT FENCE/HAYBALES OR
OTHER SUPPORTING HARDWARE
SECTION —A
8'L x 8'W x 2'D CONCRETE
WASHOUT AREA WITH
IMPERMEABLE LINER
INFILTRATION) � \
\\� PROPERTY
LINE
_ 7-1
i
.., V
DETAILED STREAM CROSSING PLAN - LOT 3
SCALE: 1 "-10'
SIDE SLOPES, IF EXCAVATED,
SHALL BE 2' HORIZONTAL
TO I' VER TI CAL
CONCRETE TRUCK WASHOUT DETAIL
N TS
O
J
1
PROP. XW x WD
DRIVESIDE
STONE 1 COBBLE
FILLED TRENCH
PROP. SEDIMENT
CONTROL FENCE
-- PROP. W ASHED
RIP -RAP SLOPE
STABILIZATION
I
— PROP. 6 ARCH CULVERT
FOR STREAM CROSSING,
N STREAM WIDTH
-- PROP. W ASHED
1
RIP -RAP INLET
TO ARCH -CULVERT
;I
t
GRAPHIC SCALE
10 0 2.5 5 10 20
so, STREAM OR
WETLAND SETBACK
(STORMW ATER
INFILTRATION)
PROP. CLEARING LIMIT
EXISTING TREELIKE
`SIGN IDENTIFYING SITE AS
CONCRETE WASHOUT AREA
Dig Safely
NewPYork
I] Call Before You Dig
p Wait The Required Time
M Confirm Utility Response
p Respect The Marks
p Dig With Care
800-962-7962
www.digsafelynewyork.com
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED PROFESSIONAL ENGINEER
IS A VIOLATION OF NYS EDUCATION LAW.
STANDARD SPECIFICATIONS
FOR CONCRETE TRUCK WASHOUT
DEFINITION & SCOPE
A TEMPORARY EXCAVATED OR ABOVE GROUND
LINED CONSTRUCTED PIT WHERE CONCRETE
TRUCK MIXERS AND EQUIPMENT CAN BE
WASHED AFTER THEIR LOADS HAVE BEEN
DISCHARGED.
PURPOSE
TO PREVENT HIGHLY ALKALINE RUNOFF FROM
ENTERING STORM DRAINAGE SYSTEMS OR
LEACHING INTO SOIL.
CONDITION WHERE PRACTICE APPLIES
WASHOUT FACILITIES SHALL BE PROVIDED FOR
EVERY PROJECT WHERE CONCRETE WILL BE
POURED OR OTHERWISE FORMED ON THE SITE.
THIS FACILITY WILL RECEIVE HIGHLY ALKALINE
WASH WATER FROM THE CLEANING OF CHUTES,
MIXERS, HOPPERS, VIBRATORS, PLACING
EQUIPMENT, TROWELS, AND SCREEDS. UNDER
NO CIRCUMSTANCES WILL WASH WATER FROM
THESE OPERATIONS BE ALLOWED TO INFILTRATE
INTO THE SOIL OR ENTER SURFACE WATERS.
DESIGN CRITERIA
CAPACITY,• THE WASHOUT FACILITY SHOULD BE
SIZED TO CONTAIN SOLIDS, WASH WATER, AND
RAINFALL AND SIZED TO ALLOW FOR THE
EVAPORATION OF WASH WATER AND RAINFALL.
WASH WATER SHALL BE ESTIMATED AT 7
GALLONS PER CHUTE AND 50 GALLONS PER
HOPPER OF THE CONCRETE PUMP TRUCK
AND/OR DISCHARGING DRUM. THE MINIMUM SIZE
SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM
AND 2 FEET DEEP. IF EXCAVATED, THE SIDE
SLOPES SHALL BE 2 HORIZONTAL TO 1
VERTICAL.
LOCATION. LOCATE THE FACILITY A MINIMUM OF
100 FEET AWAY FROM DRAINAGE SWALES,
STORM DRAIN INLETS, WETLANDS, STREAMS AND
OTHER SURFACE WATERS. PREVENT SURFACE
WATER FROM ENTERING THE STRUCTURE
EXCEPT FOR THE ACCESS ROAD.
PROVIDE APPROPRIATE ACCESS WITH A GRAVEL
ACCESS ROAD SLOPED DOWN TO THE STRUCTURE.
SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO
THE FACILIT'r AFTER THEIR LOAD IS DISCHARGED.
LINER: ALL WASHOUT FACILITIES WILL BE LINED TO
PREVENT LEACHING OF LIQUIDS INTO THE GROUND.
THE LINER SHALL BE PLASTIC SHEETING WITH A
MINIMUM THICKNESS OF 10 MILS WITH NO HOLES
OR TEARS, AND ANCHORED BEYOND THE TOP OF
THE PIT WITH AN EARTHEN BERM, SAND BAGS,
STONE, OR OTHER STRUCTURAL APPURTENANCE
EXCEPT AT THE ACCESS POINT
IF PRE-FAEERICATED WASHOUTS ARE USED THEY
MUST ENSURE THE CAPTURE AND CONTAINMENT
OF THE CONCRETE WASH AND BE SIZED BASED
ON THE EXPECTED FREQUENCY OF CONCRETE
POURS. THEY SHALL BE SITED AS NOTED IN THE
LOCATED CRITERIA.
MAINTENANCE
• ALL CONCRETE WASHOUT FACILITIES SHALL BE
INSPECTED DAILY. DAMAGED OR LEAKING
FACILITIES SHALL BE DEACTIVATED AND
REPAIREC OR REPLACED IMMEDIATELY, EXCESS
RAINWATER THAT HAS ACCUMULATED OVER
HARDENED CONCRETE SHOULD BE PUMPED TO
A STABILIZED AREA, SUCH AS A GRASS FILTER
STRIP.
• ACCUMULATED HARDENED MATERIAL SHALL BE
REMOVED WHEN 75% OF THE STORAGE
CAPACITY" OF THE STRUCTURE IS FILLED. ANY
EXCESS 'WASH WATER SHALL BE PUMPED INTO
A CON AINMENT VESSEL AND PROPERLY
DISPOSEC OF OFF SITE.
• DISPOSE OF THE HARDENED MATERIAL
OFF -SITE IN A CONSTRUCTION/DEMOLITION
LANDFILL. ON -SITE DISPOSAL MAY BE ALLOWED
IF THIS HAS BEEN APPROVED AND ACCEPTED
AS PART OF THE PROJECTS SWPPP. IN THAT
CASE, THE MATERIAL SHOULD BE RECYCLED AS
SPECIFIED, OR BURIED AND COVERED WITH A
MINIMUM OF 2 FEET OF CLEAN COMPACTED
EARTHFILL THAT IS PERMANENTLY STABILIZED
TO PREVE-NT EROSION,
• THE PLASTIC LINER SHALL BE REPLACED WITH
EACH CLEANING OF THE WASHOUT FACILITY.
• INSPECT THE PROJECT SITE FREQUENTLY TO
ENSURE THAT NO CONCRETE DISCHARGES ARE
TAKING PLACE IN NON -DESIGNATED AREAS.
LOT 3 DRIVE/ STRE14i'�l CROSSING
SEQUENCE OF CONSTiZUCTION
1. INSTALL SEDIMENT CONTROL FEAh:;1NG AS SHOWN ON EROSION
CONTROL PLANS,
2. INSTALL STABILIZED CONSTRUCTION EVTRANCE,
3. CONSTRUCT DRIVEWAY TO STATION 2+40, EAST OF THE STREAM
CROSSING.
4, CLEAR FOR STREAM CROSSING,
5. INSTALL ARCH CULVERT WITH RIP -RAP OUTFALLS, STONE AND FILL
FOR ROAD SUBBASE, INSTALL ROCK STABILIZATION FOR FILL SLOPES,
IMMEDIATELY INSTALL SEEDMIX AND EROSION CONTROL BLANKETS
FOR DISTURBED VEGETATED AREAS.
6. CONSTRUCT REMAINDER OF DRIVE & STORMWATER MANAGEMENT
PRACTICES.
TAX MAP # 265. 1-23.1
TOWN OF QUEENSBURY
SUB 5-2022, AV 18-2022, FWL 7-2022
ADIRONDACK PARK AGENCY
PROJECT 2021 -0215
TAX MAP # 265r 4-23.1 & 23.2
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
11 APPROVAL DRAWINGS
10 RE -ISSUED TO ADIRONDACK PARK(: AGENCY
9 RE -ISSUED TO ADIRONDACK PARK AGENCY
8 RE -ISSUED TO ADIRONDACK PARK AGENCY & TOWN OF QUEENSBURY
7 RE -ISSUED TO ADIRONDACK PARK AGENCY
6 RE -ISSUED TO TOWN OF QUEENSBURY PB
5 ISSUED TO TOWN OF
QUEENSBURY PB & ZBA
4 RESUBMIT TO ADIRONDACK PARK AGENCY
3 FIRST SUBMISSION TO ADIRONDACK PARK AGENCY
2 RE -ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY
1 ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY
0 ISSUED TO TOWN OF QUEENSBURY FOR SKETCH PLAN PHASE
No. Revisions
CONSTRUCTION DET A4IL SHEET 2
prepared for;
Jeffrey & Joanne Mann
Bay Road & Pickle Hill Road
Town of Queensbury, Warren County, NY
Drawn: LWD Checked: GTH Scale NOTED Dcte: 9/
169 Haviland Rocfd
8/8/2023
7/11/2023
7/5/2023
4/4/2023
11/11/2022
11/10/2022
4 14 2022
12/16/2021
9/17/2021
7/19/2021
10/28/2020
10/15/2020
Date
Queensbury, NY 12804 29� 682A-Oi -D3
(518) 745-0307 Pitr?na
PLAT D-55
12 SHEETS
s` WARDEN COUNTY
REAL PROPERTY TAX SERVICES AGENCY
County Municipal Center
t +a 1340 State Route.9
Lake George, New York 12845
4 Tel. 518-761-6464
Fax 518-761-6559
LEXIE A. DELUREY
Director
KRISTEN MAC EWAN
Deputy Director
CERTIFICATION OF COUNTY DIRECTOR OF REAL PROPERTY TAX SERVICES
THAT FEE AUTHORIZED BY REAL PROPERTY TAX LAW SECTION 503 SUBD. 7,
HAS BEEN PAID
The Warren County Board of Supervisors enacted Resolution No. 477 on October 17, 2014
authorizing fees set forth in Real Property Tax Law Section 503 Subd. 7. I have reviewed the
attached document and collected the fee as set forth below:
[ ] No fee, document does not require a change to the tax map
2
[ ] No fee, property survey only, not a subdivision
o
[ ] One through three lot subdivision map Original
$25
o
C
[ ] One through three lot subdivision map Alteration
$25
o
N
[ ] One through three lot subdivision map Abandonment
$25
N o
[ ] One through three lot Condominium
$25
0,
C
o LL
Q� Four through nine lot subdivision map Original
$50
[ J Four through nine lot subdivision map Alteration
$50
[ ] Four through nine lot subdivision map Abandonment
$50 --
o
[ J Four through nine lot Condominium
$50
r
=_
t
[ J Ten or more lot subdivision map Original
$100
cc
d
[ J Ten or more lot subdivision map Alteration
$100
[ J Ten or more lot subdivision map Abandonment
$100
[ J Ten or more lot Condominium
$100 --
E
n I j
Map reference is as follows: pCus -oo - L ��•
a
�
NAME OR TITLES Y'CP q � �SrAnoF_ nn
G
REVISION DATE O
DATE Q TOWNfC£P'f-
This certificate only approves the document with respect to compliance with Real Property Tax Law 503 subd. 7. No other
approval as to completeness, legality, compliance with any local or state statues or regulations or any other approval or
requirements for processing by this department, shall be deemed satisfied by this certificate.
6 �
Dat exie A Delurey
Real Property Director
or Designee