2013-185 TOWN OF QUEENSBURY
Bay Queensbury,742 Road, ueensbu NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20130185 Date Issued: Thursday, July 18, 2013
This is to certify that work requested to be done as shown by Permit Number P20130185
has been completed.
Tax Map Number: 523400-297-010-0001-052-000-0000
Location: 667 RIDGE Rd
Owner: ALEX ALEXANDER
Applicant: ALEX ALEXANDER
This structure may be occupied as a:
Septic Alteration Residential
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the /
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Cod` nforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
T 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
a Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20130185 Application Number: A20130185
Tax Map No: 523400-297-010-0001-052-000-0000
Permission is hereby granted to: ALEX ALEXANDER
For property located at: 667 RIDGE Rd
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: ALEX ALEXANDER Septic Alteration Residential
P.O. BOX 4024 Total Value
QUEENSBURY,NY 12804-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
STONE INSTALLATIONS
232-6707
4305 STATE ROUTE 50
SARATOGA NY 12866-0000
Plans&Specifications
2013-185
Res. Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday, May 13,2014
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town o eensbury Mo t ay May 13,2013
SIGNED BY for the Town of Queensbury.
Director of Building&C e En cement
A-177 - Community Development Office MA!' 2013
_,i Town of Queensbury • 742 Bay Road • Queensbury, New York •12804
Office Use Only r
TAX MAP NO. I /, I D " ( - J/ PERMIT NO. 13-- I 'g5 PERMIT FEEti. .( -
�1�
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED
BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.
OWNER: BRITTANY & MEGAN ALEXANDER INSTALLER: STONE INDUSTRIES
ADDRESS: P.O. BOX 4024, QUEENSBURY NY 12804 ADDRESS: 4305 ROUTE 50, SARATOGA SPRINGS NY 12866
PHONE NOS. (518) 792-4917 PHONE NOS. (518) 232-6707
LOCATION OF INSTALLATION: 667 RIDGE ROAD
RESIDENCE INFORMATION:
YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW
BEDROOMS (Gallons per bedroom) GARBAGE GRINDER
1980 or older X 150 = INSTALLED? N/A
1981 -1991 X 130 = SPA OR HOT TUB
1992-present 7 (B&B) X 110 = 845 INSTALLED? N/A
+ 75 GPD (BAKERY)
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLING / STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND LOAM ✓ CLAY OTHER
✓ GROUNDWATER: AT WHAT DEPTH? 27" PSHWT
✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? >80"
✓ DOMESTIC WATER SUPLY: MUNICIPAL ✓ WELL (If well:water supply from any septic system absorption is: ft)
✓ PERCOLATION TEST: RATE IS 1:00-5:00 pER MIINUTE PER INCH[mpi] (Test to be completed by a licensed professional
engineer or architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or
architect(unless installed in a Planning Board approved subdivision).
TANK SIZE: (2)1,000 GALLON(MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,
spa or whirlpool tub. (1 EXISTING; 1 NEW)
SYSTEM TYPE: EXPANSION OF EXISTING ABSORPTION FIELD FROM 150 TOTAL LENTH TO 350 LF
❑ ABSORPTION FIELD (WITH NO.2 STONE) Total length 350 ft. Each trench 7 X 50
❑ SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size?
❑ALTERNATIVE SYSTEM Bed or other type?
0 HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks?
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL
INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval
granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or
circu . e known by or on behalf of an applicant,shall be void.
I ha -.• t�gulations wi j resp-ct t4this application and agree to
abide requira -nts : •wn of Qu nsbury QUESTIONS? CALL 761-8256 OR EMAIL
Sanit��1�Q.. Disposal Or.111 anc' ' codes@queensbury.net
mil •' A. •H + VISIT OUR WEBSITE FOR MORE INFORMATION
Ans.atur- •f Person Respon ible
A Da www,queensburYnet
Septic Inspection Repo
Office No. (518) 761-8256 Date Inspection reqi. •iv=•:
Queensbury Building &Code Enforcement Arrive: -�•Prj►e••rt: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initial � ,r-
NAME: P:' NO.: \77-19‘'.5
LOCATION: (0 (n7 (r-\ 1 AE I) •ECT ON: 7-1 7-12)
RECHECK:
Comments and/or diagram
Soil Type: Sand / Loam / Clay
Type of Water: Municipal/ Well Water
Waterline separation distance __ ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' +/ - Y N N/A
[150'to well required if NO]
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/ Pit
Opening Sealed: _Y— N
End Cap _Y_ N
Inlet/Outlet Pipes&Baffles Y N
Manholes 12"or less below grade _Y_ N
[provide extension collar if Yes] Y_N
Location/ Separations
AS BUILT
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y_ N
Engineer Report and As-Built Y.., N
ETU Maintenance Contract Y N
provided
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
S stem Use Sta s:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc
169 Haviland Road
Queensbury, NY 12804
Hutchins Engineering Phone: (518)745-0307
Fax: (518)745-0308
July 9, 2013
Town of Queensbury Building Department
742 Bay Road
Queensbury, NY 12804
Re: Septic System Installation
Brittany & Megan Alexander, 667 Ridge Road
Tax Map # 297.10-1-52
Our office prepared a wastewater replacement design for Brittany & Megan Alexander at the
above-referenced property. The system consists of two 1,000-gallon precast concrete in series
septic tanks; a leach field with 22-inch open-bottom gravelless chambers and 7 trenches at 50
feet each for 350 LF of trench; and an existing 1,000-gallon precast concrete pump station.
A representative from our office visited the site during system installation. Based upon our site
inspection and our discussions with the installer, it is my opinion that, with the exception of
surface finishing and turf establishment, the system was installed in general conformance with
the attached record drawing.
Please contact me if you have any questions or if you require additional information.
Best Regards,
•itimm.
G. Nomas ,tchins, P.E.
Enclosure (1)
G.Thomas Hutchins,P.E.
Septic Inspection Re y. -
Office No. (518) 761-8256 Date Ins•- •on -• ' ed
Queensbury Building &Code Enforcement Arrive: ` 6 a • ' ••rt: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initi —
NAME: ALF LCD E P'RMIT NO.: 13-\Q- 5
LOCATION: (p R\0 6E Rv NSPECT ON: c' -17)
RECHECK:
Comments and/or diagram
Soil Type oa _ Clay
Type of Water u 1" "•. ., • _Water
Waterline separation distance \Q ft. {-
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' +/ - Y N N/A
[150'to well required if NO] 3
Absorption Field: Total length 7i��U ft. Eo
Length of each trench k5-0 ft.
Depth of trenches \ -\`{ y
Size of Stone -L
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank y " ./,G\- -k
Q- Tank to EstributlifirrIlkortJ E•3 \nc�c> T'A c31 - 1-0 tock-_\ L\
Di r
Opening Sealed: ix) N oo ,i z T To C13t1PbTi�"C"‘oc� L\`\ 5Q\\ yp
End Cap N "1"-b
M(�'JTRT�iJcJ �b �tJ O- ‘7i- \ply"P�� r oczMa
Inlet/Outlet Pipes &Baffles N " p‘)C d
Manholes 12"or less below grade ✓ N
[provide extension collar if Yes] / N v - F E\--D
Location/ Separations
Foundation to tank 'ND ft. Al—
Foundation to absorption o c ft. -'i-
Separation of Pits ft.
Conforms as per Plot Plan Y �1
Engineer Report and As-Built Y EECDPoc2_7" akl‘�-�
ETU Maintenance Contract Y_ N
provided
Location of System on Property:
Front Rear / L-" Sider t'_ ide Middle Front Middle Rear
System Use Statu .
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Bullding Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc
LEGEND:
Q IPF = IRON FIFE FOUND
Q IRF =IRON ROD FOUND
® = WELL
WOOD FENCE
— o — = METAL FENCE
= STONE WALL
I = EDGE OF WOODS
MAP REFERENCE:
I
TOPOGRAPHIC
BASE INFORMATION FROM "MAP OF A
SURVEY MADE FOR BRITTANY & MEGAN ALEXANDER'
BY VAN DUSEN & STEVES LAND SURVEYORS RF
II
OF
QUEENSBURYNY AND DATED DECEMBER 20, 2012.
EXISTING WASTEWATER SYSTEM INFORMATION FROM
"REPLACEMENT WASTEWATER DISPOSAL SYSTEM,
ALEXANDER WASTEWATER" BY JARRETT MARTIN
ENGINEERS, PLLC OF GLENS FALLS, NY DATED
AUGUST 2004 AND REVISED 11/24/04.
S86----0 E
268.55
........ -\..•.....r...�:.. ...-.--..:. \� \\ - ._'... \ ... ,i _ _._ - —' 3._0_ "E
o
7
/7,
30'REAR BUILDINGSETBACK 1iV
PROPOSED
SILTFENCE
WOODED PROP / PROP. BUFFERLOSED
IIMITCLEARNG PLANTINGS
O PROP. - PAVEMENT
"
!Pt�'
3 ;
ats,
'
..... .
x
.......... .
SITE LOCATION
......... ...........
..............
........::..
LO
o o ,..:::. ":. .. :..:::::...... - �� r✓ NTS LOCATION MAP
\.... . ,..:.., ai:: .. g:':::::?::::?:C :'::.:.".::'::'i:'i:::' I WOODED P
O ... 12 OeG .......... .: - / - ti
V.
.. -.. n __. .:: l9 DEC �. A,
SITE DEVELOPMENT DATA
TOTAL LOT AREA
3.19± ACRES
138, 956± SF
strator or Bwldm on d Codes ersonnel
ew b the Zomn Admmi P
ren 5
Y 9
I
i �
iaff
TOTAL DISTURBANCE
14,000± SF
(REDUCTION)
o i I
EXISTING
IMPERVIOUS AREAS
PROPOSED
IMPERVIOUS AREAS
CHANGE IN
IMPERVIOUS AREAS
HOUSE
2,362 SF
2,472 SF
110 SF
DETACHED GARAGE
412 SF
412 SF
0
PORCHES & DECKS
112 SF
239 SF
127 SF
ACCESSORY STRUCTURES
124 SF
124 SF
0
PAVED SURFACES
4,557 SF
8,907 SF
4,350 SF
POOL
378 SF
378 SF
0
uilplans to certify that the site pla is developed according to
14) As-built
Brittany Megan Alexander
TOTAL IMPERVIOUS
7,945 SF
12,532 SF
4,587 SF
-.TOTAL PERVIOUS `° "
131,011 SF
^ 126,424 SF
(4,587 SF)
PERCENT PERVIOUS
94.37
'. 91.07
(3.37)
o u 4 ....... �.:. t
....
0
ZONING REGULATIONS
-_
••: - . �.:. � >` TOWN OF QUEENSBURY
rO "h/ MDR MODERATE DENSITY RESIDENTIAL
O gL DIMENSIONAL REQUIREMENTS:
r
APPROVAL RES FRONT SETBACK 30'
;; RESOLUTION 2/26/13
- :. DO bur Plannin i' Board
q T Y g REAR SETBACK 30'
,.... �, RESOLUTION TO APPROVE SITE PLAN, SIDE .SETBACK = 25'
( , _ - ANY ALEXANDER &MEGAN
PROP. GATE .. ..>•:: ALEXANDER
A site Ian application has been molds 2073 BRITT MINIMUM PERCENT PERVIOUS = 50%
...........
..::.�.,....... ... P P r de to the Queensbury Planning Board for MAXIMUM BUILDING HEIGHT 40'
-- - the following: Applicant proposes conversion of.a, three 3 bedroom single ,:... -
a * r •$.- PROP. SIGN -;`:: _: family residence ianMDR ions res uires)Pbedroom Bed and Breakfast. Bed and
4I �
Z ... Breakfast q tanning Board ieview and approval. -
o o r , PARKING REGULATIONS
I w •£ ,. � ` ,�.A public hearing was advertised and held an 2 26
O \ _- .i�. "Sp r, PROP. YHIGH ''r'G :::: ::�s: �'. ed with: ll documental2013;
PICKET ENCS ,�. -,+:. PIC ET FENCE "This o lication 1s supported
i PICKET FENCE �. O , ., j.,._ - -. _ Gabon material mP he file of re ord,-on, Public comment, and
apply I TOWN OF QUEENS
BURY
1,000 BED & BREAKFAST BUR
1 Y
O GAL. SEPTIC ti �_-..- ON TO APPROVE SITE PLAN NO�7-2013 BRITTANY ALEXANDER & MEGAN
PROP. EFFLUENT PARKING REQUIREMENTS:
APPROXIMATE EXISTING TANK TO REMAIN 4w • „ - ALEXANDER. Introduced by Brad ago wan who p
m ,'r '' PT -I r'.SEV✓ER - _
r —' — — - -` - r: seconded by Stephen 'moved for Its adoption, i SPACE/GUEST BEDROOM + 2 ADDITIONAL SPACES
I r WASTEWATER SYSTEM, (3) % _ — �J
T r , 5 GUEST BEDROOMS '= 5 SPACES .+ 2 ADDITIONAL
GRAVELLESS CHAMBERS AT 501 EACH 4 TP -1 EXISTING PUMP �;: f,4 1:Acrording to the resolution prepare by Staff with. the following findings and - S REQUIRED = 7 -
m ! .: STATION TO REMAIN - : . SPACE Q
conditions: - 1I SPACES PROVIDED = 7
on / — wn of Queensbury' Zoning (5 IN PARKING AREA & 2 IN GARAGE)
n _, _. S - .r,,.,} ,. :__r.._ . ' PROP: GATE i�. Code Chapter 179. 9-080, the, Planning Board, has determined that this
I n -
� � S 1) Pursuant to relevant sections, of the 70
PROP. WASTEWATER SYSTEM i TP -2
EXPANSION' 4 ADDITIONAL 22"hy / .. 2,g`O ' / proposal satisfies the -requirements) as stated the Zoning Code;
O RY
2)The requirements cf 2he State 1. Environmentali Quality Review Act have
ELLESS CHAMBERS AT 50 LONG p
GRAV .m* .....; '' oI' Board has adopted a SEQRA Negative
«... -.... / been considered and the Planet op 9
9
0 R .
EACH (SEE ABSORPTION TRENCH PROP. FORCEMAINDeclaration;
QB6 - � '�: -
SECTION & PROFILE FOR DETAILS)
, 3 � � i p „
s .. w.
..4 e a3 �, 3)Waiver.-requests o�ran ted:i 1, Topogra - g mg; Stormwater'
EXISTING BUILDING ,,;., f r
h
r . r PROP. D -BOX,' REMOVE a' 3 _- �9 / i ' and Lighting;
- 'r EXISTING D -BOX AND RE -PIPE ' 'SEWER TO REMAIN PO/j- ` .'i5 .. p _,_ .S /- / �''. p!
-' -- z- ; `-' / 4)The limits of clearing will constitute
Y Landsc� cut buffer zone, orange - ■■
:( nnstufe a roan AS ��
- PROPOSED SILT FENCE ii r. EXISTING ABSORPTION f r / : - 9 ' staff se areas and field _
i
i --- �FilBdOICLiES TO NEW D -BOX `',. Aa4ND _ r % r verified b Community Developmentd the
�. O -. ONED Y P ' ' .. - -
r construction fencinshall be installed arom -
'
WELL / ,5)The SanitarySewer connect!
n Ian must be submitted to the
Wastewater Department for ds tri view, appro 'permitting and inspection;
,i
v-{ 492'6lf curb cuts are being added o changed a' driveway permit is required.
). 9-1-52
_. 1
%r � 7. ��' leen g P t 't be Pan issued until tte., approved driveway permit TAXMAP 1f 297.10
PROP. 1,000 GAL. PRECAST , , El�/ has bprovided totheni't
g Office; kF4
391 �I /,, 1 _ CONCRETE SEPTIC TANKTO „ t. -
Sp r CK - / " 7 Additionally, we'd like to replace. the black a•' that )rou propose with an ALTERATION OF GINEERSI A VIOLATIONMENT GEPT BY A OF NYS EDUCATION LAW.
�r � � g ILDING SETBACK � / , ) Y �I PROFESSIONAL ENGIN
WOODED 3 ✓ oak or maples; J t
39 !1E INSTALLED IN SERIES I 3
/ Sr / - e)And that the four .lights on the, g g
0 FRO WITH EXISTING SEPTIC TANK % ! } -
arae wit be motion activated and
downcast; L. i �. vl �
I I
A f busineef i ate Department -
- % of Health for the cake and cupcok
i
10) Also, signage slat I they end of the ndrivewa efor Ya recommendation to 2 RECORD DRAWING 5/22/13
turn right due tothe concerns if thenature�of the comer, - - -
i _ ✓ "" - - - I� 11) Final approved plans, in compliance withi
submitted the Community Development D the Site Plan, must be 1 REVISED SITE 3129113
113
ailment before an further
�, 0 ISSUED FOR SIT
Dig Safely.
NewPdYork
E] Call Before You Dig
® Walt The Required Time
® Confirm Utility Response
F] Respect The Marks
® Dig With Care
800.962.7962
www.digsafelynewyork.com
-
s - .-- --
i
_ �'
strator or Bwldm on d Codes ersonnel
ew b the Zomn Admmi P
ren 5
Y 9
I
i �
iaff
D
o i I
— r
f2 Theo licont m after a roval on d rior to issuance
-P
IVO.
S82of
Building Permit and/or the bgmmng of a work
OO
uan eecef with a i�, d �dudmg building permits is
13) Subsequent is P lu i
dependent on comphan I other conditions of this
F N
�'�"� �L�'
resolution;
�.
i
Prepared for.
_-"
uilplans to certify that the site pla is developed according to
14) As-built
Brittany Megan Alexander
the approved Ions to be rovided to asuance of the certificate of
PP P P pylar
occupancy. !f
.&
-
da of February, 2013, b � the following vote:
Duly adopted this 26th 9
Y
667 Ridge Road
f '
Town of Queensbury, Warren County, NY
AYES: Mr. Traver,' Mr. Magowan Mr. Peron ei, Mr. Deeb, Mr. Sipp, Mr.
PLAN
N. er
Dr9Wn: DAG
Checked: GTH
Scale: NOTED
Date: 01/02/2013
169 Haviland Road
SITE
NOES. :.NONE
SCALE: 1"=20'
ABSENT., Mr. Schonewolf
Queensbury NY 12804
T29669-01-52
l
Cc Hutchins Engine ering
I
518 745-0307 Phone
i
Engineering Hutchins En 745-0308 Fax
9 9 (518)
-
F_ � _ -. , --_. ,a. .� .- w :, „m F _ ... .n -.ray _.�srui.,... -- • k";&§t.' tl �ai�
EXISTING ABSORPTION
LATERAL TO REMAIN;
(3) AT 50' LONG EACH
FILL MATERIAL
4" MIN. 6' TYP. TRENCH 6' MIN. TO TOP
TOPSOIL SPACING OF TAPER
, c rr ncuvnr i E vry mcrv�n;
(4) ADDITIONAL AT 50' LONG EACH
REQUIRED (SEE ABSORPTION TRENCH
SECTION AND PROFILE FOR DETAILS)
ABSORPTION FIELD SECTION
NTS
4" MIN. TOPSOIL OVER -
ENTIRE ABSORPTION FIELD;
SEED & ESTABLISH TURF
nncn n"u �c unit rn
.WIDTH PER PLAN CONSTRUCT BERM 1 4" PER FOOT
2-3" MULCH AS NEEDED MIN. SLOPE
W TER FLOWS NATIVE PLANTINGS, ---- .
Y SEE SCHEDULE
-n -uv�, 4" SEWER FROM
— V0111: ,
ORGANIC TOPSOIL
BUFFER PLANTINGS DETAIL
NTS
ACCEPTABLE PLANT SPECIES
BOTANICAL NAME i COMMON NAME
HERBACEOUS PLANTS (PERENNIALS, GROUND COVER)
MONDARDA DIDYMA
BEEBALM
IRIS VENSICOLOR
BLUE FLAG IRIS
VERBENA HASTATA
BLUE VERVAIN
TYPHA LATIFOLIA
BROAD LEAVED CATTAIL
LOBELIA SIPHILITICA
GREAT BLUE LOBELIA
EUPATORIUM
JOE PYE WEED
THALICTRUM DIOICUM
MEADOW RUE
MEADOW
VERNONIA NOVABORICENSIS
NEW
SENNA HEBECARPA
WILD SENNA
SMALLER TREES & LARGE SHRUBS (UNDERSTORY)
VIBURNUM TRILOBUM
AMERICAN CRANBERRY
ARONIA MELANOCARPA
BLACK CHOKECHERRY
CEPHALANTHUS OCCIDENTALIS
BUTTONBUSH
SALIX BEBBIANA
BEBB'S WILLOW
SPIRAEA ALBA
MEADOWSWEET
NEMOPANTHUS MUCRONATUS
MOUNTAIN HOLLY
LINDERA BENZOIN
NORTHERN SPICEBUSH
ARONIA ARBUTIFOLIA
RED CHOKECHERRY
CORNUS SERICEA
RED TWIG DOGWOOD
SALIX LUCIDA
SHINING WILLOW
ALNUS INCANA
SPECKLED ALDER
SPIREA TOMENTOSA
STEEPLEBUSH
MYRICA GALE
SWEET GALE
LLEX VERTICILLATA
WINTERBERRY HOLLY
HAMAMELIS VIRGINIANA
WITCH HAZEL
PLANTINGS NOTE:
PLANTS SHOWN ARE MINIMUM SUGGESTIONS; OTHER
PLANTINGS ON THE SITE ARE TO BE CHOSEN BY THE OWNER
EXISTING SEPTIC T
WATERTIGHT SLEEVE
86 SEAL (TYP.)
-REMOVE EXISTING ORGANIC - WATER TIGHT AND
THAT INLET AND OUTLET BAFFLES ARE IN THE --CHAMBERS SHOULD BE LAID AT THE
DRSCHEDULE 40 PVC. INSTALL WITH 1/8 PER
FOOT MINIMUM SLOPE -
MATERIAL PRIOR TO PLACE.
GRADES INDICATED, MAINTAINING
SEPTIC TANK
NOTES
SYSTEM INSTALLATION NOTES
/�//��777, 65-84"' - GRAY SILT LOAM (DAMP)
�� �A �A
ALL UNITS SHALL
COMPLY WITH THE REQUIREMENTS OF THE
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE
MOTTLING NOTED ® 24" -
- ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT
NEW YORK STATE
PRECAST
DEPARTMENT OF HEALTH AND SHALL BE OF
WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS
SITE SOILS
CONCRETE
ENTERPRISES OR
AS MANUFACTURED BY UTOPIA
EQUIVALENT.
AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED
CHAMBERS HAVE BEEN INSTALLED.
SITE SOILS DATA
FROM
FROM "REPLACEMENT WASTEWATER
TUBING IN SEPTIC TANK LEACH FIELDS.
DISPOSAL SYSTEM,
MAX SLOPE 3
i 1
ALL STRUCTURES
SHALL BE PLACED ON FIRM, COMPACT SAND
AFTER EXCAVATION OF 22" WIDE TRENCH TO THE DEPTHS REQUIRED, THE
7 TRENCHES AT 50' LONG — 350 LF
OVERFILL TO ALLOW AUGUST 2004 AND
LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS.
REVISED 11/24/04.
OR GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE
UNSUITABLE, CRUSHED STONESHALL BE
WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN
FILL MATERIAL IS TO BE MECHANICALLY STABILIZED WITH TRACKED EQUIPMENT
PLACED AS
ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH.
IN 6" LIFTS PRIOR TO INSTALLATION OF TRENCHES.
�
NECESSARY TO ACHIEVE
A STABLE BASE.
STONES OVER 3" (-3) 0-8" - DARK
BROWN TOPSOIL
T
r \
SEPTIC TANKS INSTALLED
IN TRAFFIC AREAS SHALL BE OF
PLACEMENT OF OPEN—BOTTOM GRAVELLESS CHAMBERS SHALL BE AS SHOWN,
PERCOLATION TESTS
EXTRA HEAVY CONSTRUCTION
DESIGNED FOR H-20 WHEEL -
AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS
4" EFFLUENT SEWER TO
MAY BE NATIVE MATERIAL OR OTHER MATERIAL WHICH IS NOT NECESSARILY
.LOADING.
PT -1
AND WASTE MATERIAL IN THE ABSORPTION TRENCHES.
SYSTEM FILL.
LL
STABILIZED PERCOLATION RATE:
USE SPEED LEVELERS TO 2"MIN.
3.0 GPM MAX. FAUCETS)
17
I'.. �r�„
EXISTING TANKS
TO BE REUSED ARE TO BE PUMPED
OPEN—BOTTOM GRAVELLESS CHAMBERS SHALL BE INSTALLED IN ACCORDANCE
"- -
VERIFIED THAT ALL
.AND
PENETRATIONS AND TANK STRUCTURE ARE
WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. -
-REMOVE EXISTING ORGANIC - WATER TIGHT AND
THAT INLET AND OUTLET BAFFLES ARE IN THE --CHAMBERS SHOULD BE LAID AT THE
DRSCHEDULE 40 PVC. INSTALL WITH 1/8 PER
FOOT MINIMUM SLOPE -
MATERIAL PRIOR TO PLACE.
GRADES INDICATED, MAINTAINING
-
PLACING SYSTEM FILL
STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR
/�//��777, 65-84"' - GRAY SILT LOAM (DAMP)
�� �A �A
ALL JOINTS MUST
BE SEALED. OTHER UNSUITABLE CONDITIONS, -
MOTTLING NOTED ® 24" -
- ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT
MIRAFI 140N OR EQUIVALENT.
TP -2
SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. -
SITE SOILS
DATA DO NOT USE HEAVY EQUIPMENT WITHIN THE ..ABSORPTION AREA AFTER
DATA
TANK ACCESS COVER
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1LJ
CHAMBERS HAVE BEEN INSTALLED.
SITE SOILS DATA
FROM
FROM "REPLACEMENT WASTEWATER
. . -- � BUILDING SEWER PIPE ,. 4:
PIPING TO BE 4' SDR
DISPOSAL SYSTEM,
THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT
ALEXANDER WASTEWATER" BY JTED
�` - ..k
- MARTIN ENGINEER',
DESIGNED TO ACCOMMODATE EXTREME WATER USE OR EXTREME ORGANIC
PLLC OF GLENS FALLS, NY DATED
7 TRENCHES AT 50' LONG — 350 LF
OVERFILL TO ALLOW AUGUST 2004 AND
LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS.
REVISED 11/24/04.
IN GROUND 8" MIN.
FOR SETTLEMENT TEST PITS'
FILL MATERIAL IS TO BE MECHANICALLY STABILIZED WITH TRACKED EQUIPMENT
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE
IN 6" LIFTS PRIOR TO INSTALLATION OF TRENCHES.
BACKFILL FREE OF TP -1
EXCLUDED FROM THE WASTEWATER SYSTEM,
INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL
STONES OVER 3" (-3) 0-8" - DARK
BROWN TOPSOIL
T
MATERIAL PRIOR TO TRANSPORTING TO SITE.
6 STONE
DEPTH
22" -
ABSORPTION
NTS
SUGGESTED: POLYETHY
EXTENSION TO GRADE
TAMPER RESISTANT AC
VER (NON TRAFFIC ;Ah
8-32" - LIGHT BROWN SAND LOAM (MOTTLING ® 24")
HIS DESIGN IS SUBJECT TO STATE AND LOCAL APPROVALS..
DRSCHEDULE 40 PVC. INSTALL WITH 1/8 PER
FOOT MINIMUM SLOPE -
�/ C
DISTRIBUTION BOX DC,TAIL
32-65" - GRAY BAND LOAM WITHMIXED COBBLES
-
FILTER FABRIC
TRENCH LENGTH REQUIRED = 352 LF
/�//��777, 65-84"' - GRAY SILT LOAM (DAMP)
�� �A �A
FILL MATERIAL NATES
FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE
MOTTLING NOTED ® 24" -
ABSORPTION FIELD "SYSTEM FILL" MATERIAL SHALL BE SAND OR SANDY LOAM
MIRAFI 140N OR EQUIVALENT.
TP -2
WITH. IN-PLACE PERCOLATION RATE OF 2-5 MIN/INCH, AND CONTAINING N0.
0-8". - DARK BROWN TOPSOIL -
ORGANIC MATERIAL OR OBJECTS OVER 2"" IN SIZE. SYSTEM FILL MATERIAL
TANK ACCESS COVER
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8-24" - LIGHT BROWN SAND LOAM (MOTTLING ® 24")
SHALL BE INSTALLED TO PROVIDE MINIMUM OF TWO FEET OF SEPARATION
24-65" - LIGHT BROWN SILT LOAM
BETWEEN SEASONAL HIGH GROUNDWATER TABLE AND BOTTOM OF ABSORPTION
. . -- � BUILDING SEWER PIPE ,. 4:
PIPING TO BE 4' SDR
65-84" = GRAY SILT LOAM (DAMP)
TRENCHES. ONLY USABLE FILL MATERIAL SHALL BE INSTALLED THROUGHOUT
THE ABSORPTION
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f
FIELD AND TAPER AREAS.
7 TRENCHES AT 50' LONG — 350 LF
-BOULDER LAVE REFUSAL @ 84"'
FOOT MINIMUM SLOPE.
IN GROUND 8" MIN.
- TP -3
FILL MATERIAL IS TO BE MECHANICALLY STABILIZED WITH TRACKED EQUIPMENT
0-8" - DARK BROWN TOPSOIL
IN 6" LIFTS PRIOR TO INSTALLATION OF TRENCHES.
4"
A4URFUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND
8-32"" - LIGHT BROWN SAND LOAM (MOTTLING ® 26")
INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL
SILT STOP EMBED ,:
32-48" - GRA' SAND LOAM
MATERIAL PRIOR TO TRANSPORTING TO SITE.
MIN. SLOPE12"
5EXISTING
48-84" - GRA SILT LOAM (DAMP)
�a„n
PERCOLATION TESTS
FILL REQUIRED TO PROVIDE COVER OF SEPTIC TANK AND HOUSE SEWER PIPE
WASTEWATER SYSTEM DESIGN
ry
4" EFFLUENT SEWER TO
MAY BE NATIVE MATERIAL OR OTHER MATERIAL WHICH IS NOT NECESSARILY
7 BEDROOM BED & BREAKFAST & HOME BAKERY
PT -1
PUMP STATION
SYSTEM FILL.
WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH,
STABILIZED PERCOLATION RATE:
USE SPEED LEVELERS TO 2"MIN.
4ER WIDTH TRENCH AGGREGATE ABSORPTION
2 MIN. 48 SEC. PER INCH
PT -2 SYSTEM MATERIAL SPECIFICATIONS
L / SECTION
STABILIZED PERCOLATION RATE: ABSORPTION TRENCH AGGREGATE
pF�/'I 1 TION 9 MIN. 32 SEC. PER INCH STONE IS TO BE 3/4" TO 1-1/2' WASHED STONE.
X91. PT -3 _ BACKFILL MATERIAL
STABILIZED PERCOLATION RATE: BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES
1, MIN. 9 SEC. PER INCH GREATER THAN 3" (-3).
EFFLUENT SEWER PIPE
PIPING TO BE 4 S
18"
MIN
LIQUID DEPTH
30" MIN.
60" MAX.
MINIMUM 2X WIG
MAXIMUM 4X WIC
1000 GALLON PRECAST CONCRETE SEPTIC TANA
SEPTIC TANK DETAIL
PERSI
1 yOTE
DRSCHEDULE 40 PVC. INSTALL WITH 1/8 PER
FOOT MINIMUM SLOPE -
�/ C
DISTRIBUTION BOX DC,TAIL
ABSORPTION AREA REQUIRED = 704 SF
- ALL CONSTRUCTION WASTE
FILTER FABRIC
TRENCH LENGTH REQUIRED = 352 LF
:SUGGESTED: INSTALL POLYLOK
- MATERIAL SHALL BE DISPOSED --
FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE
PL122 FILTER SUCH THAT IT IS
OF IN A LEGAL MANNER.
MIRAFI 140N OR EQUIVALENT.
READILY ACCESSIBLE THROUGH
FORCEMAIN
TANK ACCESS COVER
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:.. ,.�
PIPING TO BE 1-114" PE.
11 HDPE.
, •",v
Y,
,�,. ,
opm- f
, _;
E '' '�:.�
. . -- � BUILDING SEWER PIPE ,. 4:
PIPING TO BE 4' SDR
PUMP STATION DOSE VOLUME .. '
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-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER
S£
7 TRENCHES AT 50' LONG — 350 LF
FOOT MINIMUM SLOPE.
IN GROUND 8" MIN.
.65 GAL/LF = 228 GAL X,. 75 — 171 GAL
TOPSOILPLACE
VOLUME OF DOSE TO BE 170± GALLONS
,!
4"
A4URFUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND
1/8" PER FOOT
SILT STOP EMBED ,:
ESTABLISH
MIN. SLOPE12"
5EXISTING
TRANSITION TO 4' MIN. COVER
�a„n
o
DISTRIBUTION BOX
OUTSIDE of D -Box
WASTEWATER SYSTEM DESIGN
ry
4" EFFLUENT SEWER TO
V
7 BEDROOM BED & BREAKFAST & HOME BAKERY
PUMP STATION
FORCEMAIN
BAFFLE
WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH,
USE SPEED LEVELERS TO 2"MIN.
3.0 GPM MAX. FAUCETS)
-
ASSURE ALL -OUTLETS ARE AT 2"MIN.. DROP
DESIGN FLOW — 110 GPD/BEDROOM + 75 GPD (BAKERY)
EXACTLY THE SAME f71 VA
BETWEEN INVERTS
DESIGN FLOW — 845 GPD
4" PVC SDR -35 SOLID HEADER
SEPTIC TANK — TWO 1,000 GAL PRECAST CONCRETE IN SERIES
TO ABSORPTION TRENCH, 1/8" )`
LEACH FIELD — OPEN—BOTTOM GRAVELLESS CHAMBERS
PER FOOT MIN SLOPE )
DESIGN PERCOLATION RATE= 1-5 MIN/IN
1000 GALLON PRECAST CONCRETE SEPTIC TANA
SEPTIC TANK DETAIL
PERSI
36" FENCE POST
APPLICATION RATE - 1.2 GPD SF
�
�/ C
DISTRIBUTION BOX DC,TAIL
ABSORPTION AREA REQUIRED = 704 SF
NTS
TRENCH LENGTH REQUIRED = 352 LF
EXISTING TRENCH LENGTH 150 LF
'ADDITIONAL TRENCH LENGTH -REQUIRED = 202 LF..
INTO GROUND
_. 25% REDUCTION WITH 22'W CHAMBERS = 152 LF ADDITIONAL REQUIRED
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
4 ADDITIONAL TRENCHES AT 50' LONG,PROPOSED = 200 LF ADDITIONAL
PUMP STATION EXISTING 1,000 GAL PRECAST CONCRETE
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
PUMP STATION DOSE VOLUME .. '
S£
7 TRENCHES AT 50' LONG — 350 LF
IN GROUND 8" MIN.
.65 GAL/LF = 228 GAL X,. 75 — 171 GAL
VOLUME OF DOSE TO BE 170± GALLONS
,!
POTABLE WATER SUPPLY IS MUNICIPAL SUPPLY
SILT STOP EMBED ,:
MAINTAINATER
�a„n
IN GROUND 8" MIN.,
- AND ND1 WASTEWATERESYSTEM COMPONENTS
ry
36" FENCE POST
TAX MAP.# 297.I0 -I-52
DRIVEN MINIMUM 16"
INTO GROUND
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
SILT STOP EMBED
36" FENCE POST
IN GROUND 8" MIN.
?
,!
SILT STOP EMBED ,:
o
IN GROUND 8" MIN.,
V
1 REVISED PER OWNER
1],3129113UNDISTURBEDGROUND0
ISSUED FOR SITE PLAN REVIEW
No.
Date
2NE—SOIL BACKFILL SECTION DETAILS
ared for.,
IMENT CONTROL FENCE DETAIL Brittany &pMegan Alexander
Dig OSafely.
New' -York 667 Ridge Road
El Can Before You Dig Town of Queensbury, Warren County, NY
1D Wait The Required Time
El Confirm Utility Response Drawn: DAG c+
- EDRespectTheMarks Checked: GTH Scale: NOTED Date: 01/02/2013
EI Dig with care 169 Haviland Road
800.962-7962 ��� Queensbury, NY 12804 29669-01-S3
www.digsefelynewyork.com (518) 745-0307 Phone
Hutchins Engineering (518) 745-0308 Fax