3.04 3.4
MOBILE HOMES\Giordano—Temporary Trailer While Building New Residence—No PH—3-19-18
RESOLUTION AUTHORIZING PERMIT TO VICTORIA AND KEN
GIORDANO FOR TEMPORARY PARKING OF TRAVEL TRAILER ON
SITE DURING CONSTRUCTION OF NEW RESIDENCE
RESOLUTION NO.: ,2018
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, in accordance with Queensbury Town Code §113-12, the Queensbury Town
Board is authorized to issue permits for mobile homes to be located outside of mobile home courts
under certain circumstances, including issuance of a permit to the owner of land within the Town
who intends to construct thereon a residence for his/her own occupancy to place or park a mobile
home on such property for his/her own occupancy during the construction of such dwelling for a
period not to exceed one year, and
WHEREAS, Victoria and Ken Giordano recently obtained approvals from the Town Planning
Board for Site Plan Review for construction of their new residence at 119 Seelye Road in the Town
and by letter-application dated March 1, 2018 presented at this meeting have requested approval from
the Town to park their travel trailer onsite during the construction period so that they have the ability
to stay onsite when they are here monitoring/coordinating the construction periodically, and
WHEREAS, the Town's Director of Building and Codes Enforcement has reviewed such
letter-application and has recommended approval of such temporary permit,
NOW, THEREFORE, BE IT
RESOLVED, that the Queensbury Town Board hereby authorizes the issuance of a temporary
permit to Victoria and Ken Giordano, for a period not to exceed one year, or until no later than
March 19, 2019, to park their travel trailer onsite at 119 Seelye Road in the Town of Queensbury
during the construction period of their new residence for their own occupancy so they may stay onsite
as needed to monitor/coordinate such construction periodically in accordance with the terms and
provisions of Queensbury Town Code §113-12(B)(2), and
BE IT FURTHER,
RESOLVED, that the Town Board further authorizes and directs the Director of Building and
Codes Enforcement, Community Development Department and/or Town Clerk to take any and all
actions necessary to effectuate the issuance of such permit and the terms of this Resolution.
Duly adopted this 19ffi day of March, 2018,by the following vote:
AYES
NOES
ABSENT:
ENVIRONMENTAL DESIGN
PARTNERSHIP, LIQ, 900 Route 146 Clifton Park,NY 12065
(P)518.371.7621 (F)518.371.9540 edpllp.com
?sting Ihs pi:-,cut _;''lYL. ..: i.
March 1,2018
Town of Queensbury Town Board ° ...
742 Bay Road ( ! S ,,,,J
Queensbury, NY 12804 .y= QI/Ez:^:), f.
CLEC �,
At n: John Strough, Supervisor ` \', DEC 1
`�£ �: ,„..--' MAR 0 6 2018
Re: Giordano— 119 Seelye Rd.
TOWN fl NGU&coQESR�
BUILD _...
Deal Cohn:
Victoria and Ken Giordano are the owners of a waterfront residential property located at 119 Seelye
Road. We have recently received approvals from the Planning Board for Site Plan Review for the
construction of a new residence on this currently vacant parcel. The application for a building
permit has been submitted for review by the Building &Codes Department. They hope to begin
construction in April. It is the Giordano's desire to park their Travel Trailer onsite during the
construction period so that they have the ability to stay onsite when they are here
monitoring/coordinating the construction periodically. Their primary residence is in Nassau County.
At the direction of Dave Hatin and in compliance with Chapter 113: Mobile Homes, I respectfully
request approval to place the Giordano travel trailer(mobile home) onsite under the provisions of
Chapter 113-12 B(2) as stated below.
§ 113-12
Regulation of mobile homes not in courts.
B.
No mobile home shall hereafter be parked or placed within the Town or''Queensbury and outside of a
licensed mobile home court and occupied except as follows:
(1)
The Town Board may grant a temporary permit, for a term of three months, for the parking or placing
of a mobile home outside of a mobile home court.
(2)
The Town Board may grant a permit for a period not to exceed one year to the owner of land within
the Town of Queensbury who intends to construct thereon a dwelling house for his own occupancy
to place or park a mobile home on such property for his own occupancy during the construction of
such dwelling.
- .John Strough ENVIRONMENTAL DESIGN PARTNERSHIP, LLP,
Mardi 1. 2018 Li :b$ncir6hystcal environment
t
Page 2
And the fee for such action shall be as per Chapter 113-12 B(4) as follows:
Fees.
(Added 8-24-19822
(a)
Temporary mobile home permit(up to three months outside of mobile home court): $10.
(b)
Mobile home permit(up to one year outside of mobile home court):$25.
(c)
Revocable mobile home permit(outside mobile home court):$25.
Attached for review by the Building Department is the required site plan which indicates the
proposed trailer location and the provisions for wastewater and water service.
Please advise if this request requires an appearance before your Board. The Owners are in hopes of
getting all their paperwork in order so they can put their trailer in place this Spring. Thank you for
your consideration of this request.
Sincerely,
t cV\AS.C.....ELACCritf
Dennis MacElroy, PE
Partner
Environmental Design Partnership
4 Glens Falls Technical Park, Box 5
Glens Falls, NY 12801
(518)376-4485
Cc: Victoria & Ken Giordano
Dave Hatin
2 900 New York 146 Clifton Park,NY 12065
(P)518.371.7621 (F)518.371.9540 edplp.com
PROJECT DESCRIPTION:
THE PROPOSED SITE DEVELOPMENT OF THIS 0.89 ACRE WATERFRONT
PROPERTY WILL CONSIST OF A NEW TWO-STORY SINGLE FAMILY
RESIDENCE (3042 SF FOOTPRINT INCLUDING GARAGE) WITH A WALKOUT
BASEMENT, THE RESIDENCE WILL BE SERVED BY AN ONSITE
WASTEWATER SYSTEM (5 BEDROOM CAPACITY) AND A DRILLED WELL.
THE NEW IMPERVIOUS AREAS WILL BE SERVED BY A STORMWATER
MANAGEMENT SYSTEM FEATURING RAIN GARDENS AND GRASS
DEPRESSIONS IN COMPLIANCE WITH THE TOWN REGULATIONS. AN
EXISTING GRAVEL DRIVE WILL BE MAINTAINED FOR CONTINUED USE BUT
THE EXISTING GARAGE (635 SO WILL BE REMOVED. THE NEW
ATTACHED GARAGE WILL BE SERVED BY A NEW PERMEABLE BLOCK
PAVER DRIVEWAY/PARKING AREA
SITE STATISTICS:
ZONING DISTRICT:
WR
IAN"
0.80± ACRES (38,947± SF)
SETBACKS:
r
SHORELINE
50 FT
FRONT
30 FT
f
20 FT
BUILDING HEIGHT:
SI"PE^' LO n;'JCIII
1
I,
i
I
i
IMPERVIOUS AREA:
SITE LOCATION MAP
FLOOR AREA RATIO:
SCALE: 1- = 2,000'
PROJECT DESCRIPTION:
THE PROPOSED SITE DEVELOPMENT OF THIS 0.89 ACRE WATERFRONT
PROPERTY WILL CONSIST OF A NEW TWO-STORY SINGLE FAMILY
RESIDENCE (3042 SF FOOTPRINT INCLUDING GARAGE) WITH A WALKOUT
BASEMENT, THE RESIDENCE WILL BE SERVED BY AN ONSITE
WASTEWATER SYSTEM (5 BEDROOM CAPACITY) AND A DRILLED WELL.
THE NEW IMPERVIOUS AREAS WILL BE SERVED BY A STORMWATER
MANAGEMENT SYSTEM FEATURING RAIN GARDENS AND GRASS
DEPRESSIONS IN COMPLIANCE WITH THE TOWN REGULATIONS. AN
EXISTING GRAVEL DRIVE WILL BE MAINTAINED FOR CONTINUED USE BUT
THE EXISTING GARAGE (635 SO WILL BE REMOVED. THE NEW
ATTACHED GARAGE WILL BE SERVED BY A NEW PERMEABLE BLOCK
PAVER DRIVEWAY/PARKING AREA
SITE STATISTICS:
ZONING DISTRICT:
WR
LOT AREA:
0.80± ACRES (38,947± SF)
SETBACKS:
r
SHORELINE
50 FT
FRONT
30 FT
SIDE
20 FT
BUILDING HEIGHT:
28 FT
PERMEABILITY:
75% MIN.
IMPERVIOUS AREA:
6,679 SF
FLOOR AREA RATIO:
22% ALLOWED; 16.6% PROPOSED
WATER SUPPLY:
DRILLED WELL
WASTEWATER:
ONSITE ELJEN GSF TRENCHES
STORMWATER:
ONSITE
Town of Oueea sbury
Community Development Off.
742 Bay Road, Queensbury, NY 12804
Town of Qusensbury Planning Board
RESOLUTION -Grant Site Plan Approval
SITE PLAN 9.2018 KEN & VICTORIA GIORDANO
Tax Map 10: 227.17.1 .50 / Property Address: 119 Seelye Road I Zoning: WR
The applicant has submitted an application to the Planning Board: Applicant proposes to f emove existing
635 sq. R. garage to Construct a new home -6,477 N. 8. (3042 sq. ft footts m). Project Includes site work
for permeable paver driveway area, naw well, new septic and rein gardens Pursuant to Chapter 179-6-D60 of
the Zoning Ordinance, construction within 50 ft. of 15% slopes shall be subject to Planning Board review
and approval.
the Planning
Pursuant to relevant sections of the Town of Queensbury Zonings as stated in he Zoning g
Board has determined that this proposal satlsflea the requirements as stated in the Zahirg Code;
As required by General Munictpal Law Section 239-m the site plan application wasredeemed to the Warren
County Planning Department for its recommendation;
The Planning Board opened a public hearing on the Site plan application on 02/73/1018 and continued the
public hearing to 02/13/2018 when it was dosed,
The Planning Board has reviewed the application materials submitted by the applicant and all comments
made at the public hearing and submitted in writing through and including 02/13/2018;
The Planning Board detertn Tres that the application complies with the review considerations and standards
set forth In Article 9 of the Zoning Ordinance for Site Plan approval,
MO7TON TO APPRME SRE PLAN 8.2018 KEN & VICTORIA_ DAN iLnbodueatl by Chris
nr
Huangerwho moved to its adoption.
According to the draft msoludon prepared by Staff with the following:
1) Waivers requested granted;
2. Adherence to the items outlined In the folow"up letter sem with this resolution.
a) The limns of clearing w10 Constitute a meat buffer zone, orange construction fencing shall
be Installed around these areas and field ve iffed by Community Development staff;
b) If applicable, the Sanitary Sewer Connectbrt plan must be submitted to the Wastewater
Depamem for Its review, approval, permitting and inspection;
c) If cum Cuts are being added or changed a driveway permit is required. A building permit will not be
Issued until the approved driveway permit has been provided to the Planning Office)
d) if application was referred to engineering than Engineering sig—If required prior to signature of
Zoning Administrator of the approved plans;
e) Final approved plans should have dimensions and setbacks noted on the site plan/survey, floor plans
and elevation for the existing rooms and proposed rooms in the building and site improvements;
Paas 1 a2
f) If required, the applicant must submit a copy of the following to the Town:
a. The project NOR (Notice of Intend) for eoveregs under the current "NYSDEC SPDES General
Permit from Construction Activity" prior to the start of any site work.
b. The project NOT (Notice of Termination) upon Completion of the project;
c. Tho applicant must maarteen on their project age, for review by staff:
1. The approved final plans that have been stamped by the Town Zoning Administrator.
These plans must include the project SWPPP (Storm Water Pollution Prevention Plan)
when such a plan was prepared and approved;
Ii. The project NOI and proof of coverage under the current NYSDEC SPDES General
Permit, a an Individual SPDES Peered Issued for the project N required
III Final approved plena, in Compliance with the Site Pian, must be submitted to the Community
Development Deparbnent before any further rewew by the Zoning Adminrsireta or Building and
Codes peneormel;
h) The applicant must meet with Staff after approval and prior to Issuance of Building Permit
and/or the beginnn of an site work:
1) Subsequent wsuance of further pemllts, Including building permits Is dependent on Compliance with
this and off other mldPoons of this resolution;
J) As -built plans to certify that the site plan Is developed according to the approved plans W be proNded
prior to issuance of the certificate of occupancy.
k) This resolution's to be placed in its entirely on the final plans
Motion seconded by Brad Mago-m. Duly adopted this 13th day of February, 2018 by the following vote:
AYES: Mr. Hunsinger, Mr. Magowan, Mr. Valentine, Ms. White, Mr. Shafer, Mr. Traver
NOES: NONE
ABSENT: Mr. Deeb
PILOT KNOB
ROAD
SEELYE ROAD
PROJECJWR
SITE
PROJECT
U
NYS FOREST
LANDS
TAXMAP VICINITY MAP
SCALE: 1' - 500'
1
P.9s2ma �AR 0 6 2018
TOWN OF QUEENSBURY
BUILDING & CODES
DRILLED
TEMPoRARY TRaLER, WELL
BEE NOTE.
RETAINED RAIN
PRECAST CONCRETE GARDEN1. SEE OETAIL \ S89'17'32'E
GA7E&0 UNCER 5.00'
St 0-80k, SEE OETAIL � �'� CON'STRVCi'IN \ \
TENPORARf GRAVEL //
PAD (8' MM) ROA 4 (N77 70 0' "E \
28.00'
30.01' /
N88 50'54 "E
.Tax /� l
� / sHAuow caAss
CURTAIN ORMN. 8 �� Ic AREA®ZSONS€a/
SEE DETAIL 20' SETBACK LINE o — % I ::
/ /
+
/ / �_GF.33&75-----
CN
Tp oo
ao
<t
3000
�SLIORa 55
AA
X1 \ Q(
co
Fff
ACK LINE es{{'�2lsa �( SUP S R1wAY
.A---f.�.�
M.NF
TRANSITI N TO SOLID entire or,r.� ' O �rF"..2g•. 1
4" PvC SDR -3s. DAYLIGHT t 371.77' ,
PIPE AS SHOWN AT A CONBNlaN/5 \ ,�� �• OLD L ProPene 1 FfN,'ADM,`. /0
SLOPE PROVIDING POBRNE RELIEF _ ,58748 13'W 19 ?). larks
1 POINTLOWEST I NRt N
A'
i OACENT NT GRAD
L'A r ', yE j
V%rt_ 1 ELEv=334.0 C F, r /
tf.:.Kc F2 /
PROPOSED l
4' 3gAD PYL^ SOR-35
MILLED WELL y
SITE DEVELOPMENT NOTES:
- WATER SUPPLY WILL BE FROM PRIVATE DRILLED WELL
- THE POWER SUPPLY WILL COME FROM THE EXISTING
UTILITY POLE ON SEELYE ROAD TO THE MAIN
SHUTOFF IN THE PROPOSED HOUSE
- SITE LIGHTING WILL BE TYPICAL RESIDENTIAL LIGHTING
WITH BUILDING MOUNTED FIXTURES AT DOOR ENTRIES,
A FLOOD LIGHT FOR THE DRIVEWAY AREA, AND A
POST LIGHT FOR WALKWAY AREAS.
- SUPPLEMENTAL PLANTINGS AROUND THE RESIDENCE
WILL BE TYPICAL OF A RESIDENTIAL LANDSCAPE PLAN
AND WILL BE DETERMINED BY THE OWNER AND
LANDSCAPE CONTRACTOR FOLLOWING CONSTRUCTION
OF THE HOME.
NOTE:
1. THE OWNER IS PROPOSING TO INSTALL ONSITE A TEMPORARY 'TRAVEL TRAILER' WHICH WILL SERVE AS
TEMPORARY HOUSING FOR THE GIORDANO FAMILY DURING THE COURSE OF CONSTRUCTION. THE
TRAILER WILL BE A JAYCO JAY FLIGHT BUNGALOW 40HBTS WHICH IS APPROXIMATELY 41' X 12' WHEN
EXPANDED. A CONNECTION FOR WASTEWATER DISCHARGE WILL BE MADE TO A IN -GROUND HOLDING
TANK WHICH WILL ALSO BE INSTALLED ON A TEMPORARY BASIS. THE WATER SUPPLY WILL COME FROM
THE NEWLY DRILLED WELL AND POWER WILL COME FROM A CONNECTION TO THE CONSTRUCTION
SERVICE. THE TRAILER WILL BE PLACED ON A TEMPORARY PAD CONSISTING OF A MINIMUM OF 6" OF
GRAVEL. THE TRAILER WILL BE REMOVED FROM THE SITE PRIOR TO THE RESIDENCE RECEIVING A FINAL
CERTIFICATE OF OCCUPANCY.
\ PERMEABLER=
BLOCK
\ PavE SEE DETAIY. cWERED FlRsr
ARE fI,W SF tt00R PORCH / /
CONNECT d' PERNRaTm /
PVL UNDERORNNS TO
dSOLD PVC PIPE Omni
S.T. PVC FITTINGS
TOWN OF OUEENSBU
--CHISELED -X-
'0"N"
ON LEDGE
I
S89'1732"E
4'±
TIE LINE
S0134 25 "E
700.86'
PERMEABLE BLOCK PA
PAP- CONTIG OU AND
NON-CONTIGUOUS
STONE SLAB WA111WAY
104'± ALONG SHORE
AS LOCATED ON AUG. 31, 2017
587'48'13°W
7'±
UJW
U
>Z
OW
2N
—W
W�
w4
W/� Q
0 Q
a.
OO
a. t9
R TO APPLICATION PHOTOS
OEPK MON OF EX6TWC %
JEUNE VEGETATION
a" Pvc sDR-ss �//
SHORREUNE SETBACKS OF ADJACENT
PROPERTIES ARE MI MEWS OF
56'. PROPOSED SETBACK FOR THIS
RESIpENCE IS 71'.
GRAPHIC SCALE
(IN FEET)
Q
0
DW
mZ
OW Z
W
UJ 0 O
LL
WOW
(1)
� O >
AS SHOWN
NOT FOR
CONSTRUCTION
PROPOSED
TEMPORARY
TRAILER PLAN
TT -1
T!( WN OF OUEENSBURY TOWN CODE CHAPTER 136-11 HOLDING TANKS
A. HOLDING TANKS ARE PROHIBITED UNLESS A VARIANCE IS GRANTED FOR A HOLDING TANK BY THE LOCAL BOARD OF HEALTH
PURSUANT TO THE VARIANCE PROVISIONS AT §§136-18 TO 136-20 OF THIS CHAPTER. [AMENDED 5-5-1997 BY L.L. NO. 4-1997]
B. IN THE EVENT THE LOCAL BOARD OF HEALTH GRANTS A VARIANCE AUTHORIZING USE OF A HOLDING TANK, THE DESIGN AND
INSTALLATION OF THE HOLDING TANK AND ALARM SYSTEM SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS: [AMENDED
5-5-1997 BY L.L. NO. 4-19971
(1) THE HOLDING TANK SHALL BE A WATERTIGHT PRECAST CONCRETE SEPTIC TANK, WITHOUT OUTLETS, WITH A WATERTIGHT
SEALANT MATERIAL FOR JOINTS BELOW THE MAXIMUM WATER LEVEL. THE TANK SHALL ALSO BE EQUIPPED WITH A
TWO—PHASE ALARM SYSTEM. REFER TO FIGURES 2 AND 3 FOR THE DETAILS AND SPECIFICATIONS REQUIRED. EDITOR'S NOTE:
FIGURES 2 AND 3 ARE INCLUDED AT THE END OF THIS CHAPTER.
(2) THE HOLDING TANK CAPACITY MUST BE EQUAL TO AT LEAST TWICE THE VOLUME OF WASTE GENERATED BETWEEN
ANTICIPATED REMOVAL DATES. THE FOLLOWING TABLE GIVES THE MINIMUM SIZE OF HOLDING TANK REQUIRED AND IS BASED
ON SEVEN DAYS BETWEEN ANTICIPATED REMOVAL DATES:
REQUIRED MINIMUM HOLDING TANK CAPACITIES
NUMBER OF BEDROOMS HOLDING TANK CAPACITY REQUIRED
(GALLONS)
1 2,000
2 3,000
3 3,500
4 4,000
5 4,500
(1) THE HOLDING TANK MAY BE SUBJECT TO SEVERE FLOTATION FORCES IN AREAS OF. HIGH GROUNDWATER. THUS, HIGH
GROUNDWATER DETERMINATION, AS PROVIDED FOR IN APPENDIX F, EDITOR'S NOTE: APPENDIX F IS INCLUDED AT THE END
OF THIS CHAPTER. IS REQUIRED WITH EACH APPLICATION SUBMITTAL. WHERE HIGH GROUNDWATER CONDITIONS EXIST,
CALCULATIONS BY A REGISTERED ENGINEER ADDRESSING TANK FLOATATION AND MITIGATING MEASURES ARE REQUIRED.
(4) HOLDING TANKS SHALL BE LOCATED ABOVE THE ONE—HUNDRED—YEAR FLOOD LEVEL.
(5) HORIZONTAL SEPARATION DISTANCES FROM WASTEWATER SOURCES, AS PROVIDED FOR IN APPENDIX A, TABLE I, MUST BE
MET. EDITOR'S NOTE: APPENDIX A, TABLE I, IS INCLUDED AT THE END OF THIS CHAPTER. THE SEPARATION DISTANCE
REQUIRED FOR HOLDING TANKS SHALL BE THE SAME AS REQUIRED FOR SEPTIC TANKS.
(6) HOLDING TANKS TO BE LOCATED UNDER DRIVEWAYS, ROADS, PARKING AREAS OR AREAS SUBJECT TO HEAVY LOADING SHALL
BE DESIGNED TO WITHSTAND H-20 HIGHWAY LOADS. CERTIFICATION OF LOAD CAPACITY SHALL BE SUPPLIED BY THE TANK
MANUFACTURER.
(7) THE HOLDING TANK SHALL BE ACCESSIBLE FOR A PUMPING VEHICLE. EVIDENCE OF AGREEMENT WITH A LICENSED
PROFESSIONAL HAULER FOR PUMP OUT AND DISPOSAL IS NECESSARY PRIOR TO APPROVAL OF INSTALLATION.
(8) THE HOLDING TANK SHALL BE REMOVED OR FILLED WITH AN INERT MATERIAL IF ABANDONED OR WHEN PUBLIC SEWERS ARE
INSTALLED.
1'ASPHALTIC
SEAL
INLET
3' M
io
SANT ARYTYP.
••O" TEE )
a
a
SECTION VIEW
HEAVY DUTY PLASTIC
COVER BY POLYLOK-
OR EQUAL
PLAS77C ACCESS
EXTENSIONS BY
POLYLOK, OR EQUAL
(9) THE ALARM SYSTEM SEQUENCE OF OPERATIONS IS AS FOLLOWS: WHEN THE LEVEL OF THE HOLDING TANK REACHES 50% OF
THE USABLE LEVEL IN THE TANK, THE YELLOW LIGHT WILL INDICATE "TANK HIGH LEVEL." WHEN THE LEVEL OF THE HOLDING
TANK REACHES 100% OF THE USABLE LEVEL IN THE TANK, THE BUZZER WILL SOUND, THE RED LIGHT WILL FLASH TO
INDICATE "TANK SHUTOFF LEVEL," AND THE SOLENOID VALVE IN THE MAIN WATER LINE WILL ENERGIZE AND CLOSE TO
PREVENT ANY MORE WATER FROM ENTERING THE RESIDENCE, THE PUSHBUTTON WILL BE USED TO SILENCE THE BUZZER. THE
SYSTEM WILL RESET AFTER THE HOLDING TANK IS PUMPED DOWN TO BELOW THE ACTUATION LEVEL OF THE LEVEL SWITCHES.
(10) FLOAT SWITCHES SHALL BE DIRECT ACTING, NORMALLY OPEN, SUSPENDED, WITH BUILT—IN WEIGHT WHICH ACTUATES WHEN
THE LONGITUDINAL AXIS OF THE FLOAT IS HORIZONTAL AND DEACTUATES WHEN THE LIQUID LEVEL FALLS ONE INCH BELOW
THE ACTUATION LEVEL. THE FLOAT SWITCH SHALL OPERATE AT 120 VOLTS ALTERNATING CURRENT WITH A PILOT DUTY OF
4.5 AMPERES MINIMUM. THE CONTACT SHALL BE NORMALLY OPEN, I.E., IT SHALL CLOSE WHEN THE FLOAT RISES ABOVE THE
ACTUATION LEVEL. THE FLOAT SHALL BE CHEMICAL—RESISTANT POLYPROPYLENE CASING WITH A FIRMLY BONDED ELECTRICAL
CABLE PROTRUDING. ONE END OF THE CABLE SHALL BE PERMANENTLY CONNECTED TO THE ENCLOSED MERCURY SWITCH,
AND THE ENTIRE ASSEMBLY ENCAPSULATED TO FORM A COMPLETELY WATERTIGHT AND IMPACT—RESISTANT UNIT, GOULD
TYPE A2-3 OR EQUIVALENT.
(11) THE FLOAT SWITCH WIRING SHALL BE TERMINATED IN A NEMA 4X JUNCTION BOX MOUNTED INSIDE THE HOLDING TANK. ALL
WIRING FROM THE FLOAT SWITCH JUNCTION BOX TO THE LEVEL ALARM SYSTEM PANEL SHALL BE INSTALLED UNDERGROUND
IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ALL STATE AND LOCAL CODES. WIRING
SHALL BE 3#12AWG, TYPE THW OR THWN, CONDUCTORS IN A ONE HALF—INCH PVC CONDUIT. ONE LEVEL SWITCH SHALL BE
ACTUATED WHEN THE TANK IS AT 50% OF THE USABLE CAPACITY TO INDICATE A HIGH LEVEL. THE SECOND LEVEL SWITCH
SHALL BE ACTUATED WHEN THE TANK IS AT 100% OF THE USABLE CAPACITY TO INDICATE A SHUT OFF LEVEL.
(12) THE CONTROL RELAYS SHALL BE GENERAL PURPOSE, 120 VOLTS ALTERNATING CURRENT, WITH CONTACTS RATED FOR FIVE
AMPERES CONTINUOUS. THE NUMBER AND TYPE OF CONTACTS SHALL BE AS SHOWN, SQUARE "D" 8501, TYPE RS -14, OR
EQUIVALENT. A RELAY SOCKET TO MATCH THE CONTROL RELAY FURNISHED SHALL BE PROVIDED.
(13) THE ALARM LIGHTS SHALL BE 120 VOLTS ALTERNATING CURRENT PILOT LIGHTS WITH A DOMED PLASTIC LENS. THE "TANK
HIGH LEVEL" LIGHT LENS SHALL BE YELLOW, SQUARE "D" KP1Y9 TYPE K OR EQUIVALENT. THE "TANK SHUTOFF LEVEL" LIGHT
SHALL BE SUPPLIED WITH A FLASHER AND A RED LENS, SQUARE "D" KPF1R9 TYPE K OR EQUIVALENT.
(14) THE BUZZER SHALL BE 120 VOLTS ALTERNATING CURRENT, HEAVY DUTY, ADJUSTABLE VOLUME EDWARDS ADAPTABUZZER,
TYPE 340A—N5 OR EQUIVALENT.
(15) A NORMALLY OPEN, 120 VOLTS ALTERNATING CURRENT, NONILLUMINATED PUSHBUTTON SHALL BE PROVIDED. THE
PUSHBUTTON SHALL HAVE A FULL GUARD. SQUARE "D" KR1UH5 TYPE K OR EQUIVALENT.
(16) THE RELAYS AND RELAY SOCKETS SHALL BE MOUNTED IN A GENERAL PURPOSE NEMA 1 ENCLOSURE. THE ALARM LIGHTS,
BUZZER AND THE BUZZER SILENCE PUSHBUTTON SHALL BE MOUNTED ON THE FRONT OF THE ENCLOSURE. ALL NECESSARY
MATERIALS SHALL BE PROVIDED, I.E., TERMINAL BLOCKS, CONNECTORS, ETC., TO MOUNT AND CONNECT ALL DEVICES. THIS
ENCLOSURE SHALL BE PROVIDED WITH A NAMEPLATE WITH THE FOLLOWING DESCRIPTION "HOLDING TANK LEVEL ALARM
SYSTEM." PLASTIC LAMINATED NAMEPLATES, WHITE THROUGH TO BLACK CORE, SHALL BE PROVIDED OVER EACH DEVICE. THE
NAMEPLATE DESCRIPTION SHALL BE AS INDICATED ON THE SCHEMATIC. ALL WIRING IN THE HOLDING TANK LEVEL ALARM
SYSTEM CONTROL PANEL SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. A COPY OF THE SCHEMATIC AND
SEQUENCE OF OPERATION SHALL REMAIN WITH CONTROL PANEL. THE ENCLOSURE SHALL BE MOUNTED IN A SUITABLE
LOCATION IN THE RESIDENCE.
(17) THE SOLENOID VALVE SHALL BE A NORMALLY OPEN (ENERGIZE—TO—CLOSE) VALVE, 120 VOLTS ALTERNATING CURRENT AND
SHALL BE INSTALLED IN THE RESIDENCE INCOMING MAIN WATER LINE. THE SIZE OF THE VALVE ORIFICE SHALL CORRESPOND
WITH THE PIPE DIAMETER OF THE WATERLINE. WIRING TO THE SOLENOID SHALL BE SIZED IN ACCORDANCE WITH THE LATEST
EDITION OF THE NATIONAL ELECTRIC CODE.
(18) ALL HOLDING TANKS MUST BE INSTALLED BELOW FINISHED GRADE OF THE SITE WITHIN A FIFTY—FOOT RADIUS OF THE
INSTALLATION. THIS SECTION IS INTENDED TO PREVENT THE OCCURRENCE OF MOUNDING IN THE AREA OF THE
TANK.[AMENDED 7-6-1998 BY L.L. NO. 4-1998]
C. OTHER APPLICABLE PROVISIONS CONTAINED IN THIS PART 1 SHALL APPLY IN ADDITION TO THE ABOVE.
ALL JOINTS BELOW
LIQUID LEVEL TO BE
��-- WATERTIGHT AND
LEAKAGE TESTED
PRIOR TO BACKFILLING
THE SLOPE OF THE INLET PIPE
HIGH BETWEEN THE RESIOENTIAL
FLOAT UNIT AND THE HOLDING TANK
TO BE 1/4" PER FT.
6" TO 12" LAYER
PEA GRAVEL OR
CRUSHED STONE
BEDDING LAYER
OUTSIDE
TANK SIZE MAX UQUID DEPTH 'AlTANK DIMENSIONS -B-X-C- "O" "1" HEIGHT
1500 GAL 4'-1" 6'-0" X 11'-0" 4'-10" 5'-1" 6'-3"
HOLDING TANK
NOT TO SCALE
BY UTOPIA OR EQUAL
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(RECORD OF WORK I DATE IBYJ
SUBMITTAL M BUWNG DEPARTMENT 1 03/02/18
CALE: N.T.S.
HEET TITLE:
TEMPORARY TRAIL
PLAN DETAILS
HEET NO.
TT -2
�: �'*'�'` �� �, `- <y�'b � '1=` ; �,t�s�L1t,�+L'; �Iti i?s4'`���; r }� '. ♦ �-�`ad`��iTt� 111 Town Of Queensbury n
>A x`e ','cs ♦ ae..\3 �Ai.ct* T \.,r__,- 3 r : is v. rr > L \�„Fxf x Lz ,�♦♦
&�,,"�, ♦'
Community Development Office
NY 12804
`.,�'�_( t� l•:.• -tea >•'�' �' ` 742 Bay Riad; Qt1i'enS�3l€
E�' 6 t 4<'f it £ r NI n% Ssa�'Ir IPTION.
, �1�1 FsHill',Til,M E PROJECT DESCR
s.�"...i.: �Y,7;Ir a ,ar z,eS sSI w•= �. Yom.♦♦
.,.� :x£ =kmsr}, RE WATERFRONT Town of Queensbury Planning Board
" t', `' rn '" PROPOSEC SITE DEVELOPMENT OF THIS 0.89 AC
.V I'M ,i THE
�. , i_,.3.� r ..s I„ — SINGLE FAMILY
.. . Y.. , I 1 �,. r 1, :, W TWO STORY SI _ Site Plan Approval
y, l: , .�� . �� ..r I'.t SIST OF A NE
F rid LL CON RESOLUTION Grant S t pp
r s , <, TY WI
z. I r ER
<� P
WITH A WALKOUT
:ls' v' ° --, if;' ._''� PRINT INCLUDING GARAGE) SITE PLAN 9-2018 KEN & VICTORIA GIORDANO
a a ,t rs�. I �,1:i.,F . ENCE (3042 SF FOOT
F ::- F�� £ tj z�� e RESID
_.� { 1 > Y f" ' SERVED BY AN ONSITE Tax Map ID: 227.17-1-50 /Property Address: 119 Seelye Road /Zoning: WR
', 3 u >IT. THE RESIDENCE WILL BE
' >� .3 laky' }= r/. BASEMEN
_� , i, :.._.>-� \ . X .. r remove existing
�..
�.. �._ . �'.� remo
-�.. _.... � =w , � , : ....:.. .�. t .. ILL scan
.. . , ... .. < � ,,. 1. c �. ,.. � � �����i �" . A and p
!� , ;i :. t, ,,. . BEDROOM CAPACITY) AND
<�� N
5 BEDR has submitted an application to the Planning Bo pp pr'TER SYSTEM ( Thea licant site work
3 ;:I:.,�,rr•.,•�wr ,lzF'.,F WASTEWA pp 2 s . ft. foot rint . Project includes. { ¢F z€- g f.RMWATER w home — 6 477 sq. ft. (3,04 q p ) r BY A STO r e to construct a ne1i .. E SERVED 5 s . ft. a a - - of
AS WILL B 63 q 9 9 ha ter 179 6 060 ,, OUS ARE rsuanttoC3:,: MPERVI rdens. Pu p��. NEW I is and rain a
THE II new set 9 anew we p •u driveway are .
r drive
S permeable ave y
< RAS for erm
v- li<; �� = ' ENT SYSTEM FEATURING RAIN GARDENS AND G p p
:u ,, , <... S. AN the Zoning Ordinance, construction within 50 ft. of 15°/D slopes shall be subject to Planning Boar review
Fx j.• �`rz<=s`�, 3�'. CE WITH THE TOWN REGULATION
t., < �.,. �Y k Y�� <, ' ,',:; x 't;. DEPRESSIONS IN COMPLIANCE
and approval.
,. , USE BUT
..3_ , ...=°z: ..,>�t.N:,: \<.}.r NTINUED
..< , �r...�_., . r.FOR CO
w .,,r r NTAINED
1. .. k...,. E MAINTAINED
_ - WILL B_ - Planning
1. �♦ GRAVE
DRIVE -Chapter 179 9 080, the g
�: ,. 1,• �Iir (STING GR
EX of QueensburyZoning Code
.��� ns of the Town
I _. ,< a ,, •�:-� E NEW Pursuant to relevant sectio
MOVED.
THE
WILL BE RE ted in the Zoning Code,
5 SF) WI irements as stated
THE EXISTING GARAGE (63
Board has determined that this proposal satisfies the requirements
r k , NEW PERMEABLE BLOCK
. l>v GE WILL BE SERVED BY A N
_ ATTACHED GARA
raj Municipal Law Section 239-m the site plan application was referred to the Warren
f ' J ING AREA As required by Gene p
,... ;<,k•u� F; AY PARK
'` a , �•; I Y -. ,; ,. ::" , ,• :h: PAVER DRIVEWAY/PARKING Department for its recommendation;
3 �� �.� 3 �{�t.,1i ♦�,�_`�--- County Planning Dep
'fit". *. �. } m �� ",, "-+.., 1; s �``� <.. �4. ', I' h„ hL> g i �`^\ ���` '�x
x r ; w- , \:.... 1♦,...'`"" \ ,3ZFS lel ,•.,'i ...'.«'F'`td :w i£ fc
The Planning Board opened a public hearing on the Site plan application on 02/13/2018 and continued the
public hearing to 02/13/2018, when it was closed,
�,.••''- `s`. „: �S j{, ff71
1:
- ' J Planning Board has reviewed the application materials submitted by the applicant and all comments
�a1r r F ; �♦ F , ,t �� ; ; i;.: The PIa g
sf =� ♦ # SI TE STATISTICS: made at the public hearing and submitted +n writing through and including 02113/2018;
WR review considerations and standards
"N\•, , Xky� is ; t�, i�5., F..�, .t`� '#� Lc :a W
Z7 t„� r ��NQ r,�, ,,sy1 , s, / ,Y . , < ZONING DISTRICT: The Planning Board determines that the application complies with the e
�x x M a . x5.�M I Ch ” y�, ii r 3 t_:4t t a ri'•"'`".,+ ♦ :
y�L;A: 0.80± ACRES (38,947± SF) set forth in Article 9 of the Zoning Ordinance for Site Plan approval,
LOT ARE
♦ 3` ^ Irk,"- S{ LL U :.+"i '�'^,....�:.
MOTION TO APPROVE SITE PLAN 9-2018 KEN & VICTORIA GIORDANO Introduced by Chris
i a3rt
SETBACKS:
�`♦ ♦ i ! '�" � L �,,' �1 � 3`rt � . $� zt . s � - Y - i€ � � �t rg
Hunsin er who moved for its adoption.
� SHORELINE 50 FT
?f ♦' 30 FT According to the draft resolution prepared by Staff with the following:
FRONT 1 Waivers requested granted;
♦ 3 s c� {s 3
f� �♦ ,1 �� ,r, �� 20 FT
SIDE 2) Adherence to the items outlined in the follow-up letter sent with this resolution.
. .
a} The limits of clearing will constitute a no buffer zone, orange construction fencing shall
28 FT
BUILDING HEIGHT:
CATION MAP be installed around these areas and field verified by Community Development staff;
SITE LO PERMEABILITY: 75% MIN. b) If applicable, the Sanitary Sewer connection plan must be submitted to the Wastewater
SCALE' 1 " = 2,000' Department for its review, approval, permitting and inspection;
IMPERVIOUS AREA: 6,679 SF c) If curb cuts are being added or changed a driveway permit is required. A building permit will not be
FLOOR AREA RATIO: 22% ALLOWED; 16.6% PROPOSED
issued until the approved driveway permit has been provided to the Planning Office;
d) If application was referred to engineering then Engineering sign -off required prior to signature of
DRILLED WELL Zoning Administrator of the approved plans; e site plan/survey, floor plans
e) Final approved plans should have dimensions and setbacks noted on th
WATER SUPPLY:
WASTEWATER: ONSITE ELJEN GSF TRENCHES and elevation for the existing rooms and proposed rooms in the building and site improvements;
STORMWATER: ONSITE
Page 1 of 2
CURTAIN DRAIN.
SEE DETAIL
TRANSITION TO SOLID
4" PVC SDR -35. DAYLIGHT
PIPE AS SHOWN AT A CONTINUOUS
SLOPE PROVIDING POSITIVE RELIEF
SITE DEVELOPMENT NOTES:
— WATER SUPPLY WILL BE FROM PRIVATE DRILLED WELL
— THE POWER SUPPLY WILL COME FROM THE EXISTING
UTILITY POLE ON SEELYE ROAD TO THE MAIN
SHUTOFF IN THE PROPOSED HOUSE
— SITE LIGHTING WILL BE TYPICAL RESIDENTIAL LIGHTING
WITH BUILDING MOUNTED FIXTURES AT DOOR ENTRIES,
A FLOOD LIGHT FOR THE DRIVEWAY AREA, AND A
POST LIGHT FOR WALKWAY AREAS.
— SUPPLEMENTAL PLANTINGS AROUND THE RESIDENCE
WILL BE TYPICAL OF A RESIDENTIAL LANDSCAPE PLAN
AND WILL BE DETERMINED BY THE OWNER AND
LANDSCAPE CONTRACTOR FOLLOWING CONSTRUCTION
OF THE HOME.
2" PVC FORCE MAIN
PRECAST CONCRETE
#1 D—BOX. SEE DETAIL
i
TEMPORARY TRAILER,
SEE NOTE.
TEMPORARY GRAVEL
PAD (8" MIN) ITEM 4
RETAINED RAIN
GARDEN #1. SEE DETAIL.
AREA=90 SF
N88 50'54 "E
20' SETBACK LINE _
f) if required, the applicant must submit a copy of the following to the Town:
a. The project NOI (Notice of Intent) for coverage under the current "NYSDEC SPDES General
Permit from Construction Activity" prior to the start of any site work.
b. The project NOT (Notice of Termination) upon completion of the project;
c. The applicant must maintain on their project site, for review by staff:
i. The approved final plans that have been stamped by the Town Zoning Administrator.
These plans must include the project SWPPP (Storm Water Pollution Prevention Plan)
when such a plan was prepared and approved;
ii. The project NOI and proof of coverage under the current NYSDEC SPDES General
Permit, or an individual SPDES permit issued for the project if required.
g) Final approved plans, in compliance with the Site Plan, must be submitted to the Community
Development Department before any further review by the Zoning Administrator or Building and
Codes personnel,
h) The applicant must meet with Staff after approval and prior to issuance of Building Permit
and/or the beginning of any site work;
i} Subsequent issuance of further permits, including building permits is dependent on compliance with
this and all other conditions of this resolution;
j) As -built plans to certify that the site plan is developed according to the approved plans to be provided
prior to issuance of the certificate of occupancy.
k) This resolution is to be placed in its entirety on the final plans
Motion seconded by Brad Magowan. Duly adopted this 13th day of February, 2018 by the following vote:
AYES: Mr. Hunsinger,Mr. Magowan, Mr, Valentine, Ms. White, Mr. Shafer, Mr. Traver
NOES: NONE
ABSENT: Mr. Deeb
1000 GAL PRECAST
CONCRETE PUMP TANK
SEE DETAIL.
1500 GAL PRECAST
CONCRETE SEPTIC TANK
SEE DETAIL.
4" PVC SDR 26 BUILDING
SEWER. EXACT LOCATION
T
AND ELEVATION PER ARCHIECT
FIRST FLOOR DECK
Page 2 of 2
S89 °1732 "E
Z r r N \ 5.00'
IN 71 20'39 "E ---
28. 00'
--28.00'
581 °18'00 "E
30.01'
PILOT KNOB
ROAD
SEELYE ROAD
PROJECT SITE
PROJECT SITE
TAXMAP VICINITY MAP
SCALE: 1 " = 500'
OVERFLOW SPILLWAY
ELEV=327.00
.'1.. v , i eJ v, %.;^ r:,a:
.
S89'7 7,32 "E
4'±
TIE LINE
S01 34'25 "E
100.86
NYS FOREST
LANDS
MAR 0 6 2018
TOWN OF QUEENSBURY
BUILDING & CODES _
��t. PERMEABLE BLOCK PAVER
PATIO (230f SF) AND
INSTALL TEMPORARY \ �`\`�� J' ,i 71 \ v t STONE SLAB WALKWAY
HOLDING J X 3127.25 I
TANK SEE DETAIL, 1 '\,\� .\ \�. .� j �" , i 104'± ALONG SHORE
cv l SHEET 2 �� ��+� \ \� `\i�.y'` l { j t AS LOCATED ON AUG. 31, 2017
s ....... / w- sem. .•.•.•. O O� 1
t
BA T iL/EY
APKER
S87`48'13W
4" SOLID PVC SDR -35
EDEN GSF ABSORPTION TRENCHES
4 TRENCHES AT 52 FT EACH
NOTE:
1. THE OWNER IS PROPOSING TO INSTALL ONSITE A TEMPORARY 'TRAVEL TRAILER' WHICH WILL SERVE AS
TEMPORARY HOUSING FOR THE GIORDANO FAMILY URIN TSTWHICHHE 01lSSAPPRO MATE OF ELY CONSTRUCTION.
X 12' WHEN
TRAILER WILL BE A JAYC0 JAY FLIGHT BUNGALOW
EXPANDED. L COf�NECTION FOR WASTEWATER DISCHARGE WILL BE MADE TO A IN—GROUND HOLDING
LY WILL TANK WHICH WILL ALSO BE INSTALLED ON A TEMPORARY ROM A CONNECTIONASIS. THE ATORTHEPCONSTRUCT ONE FROM
THE NEWLY DRILLED WELL AND POWER WILL CO
SERVICE. THE TRAILER WILL BE PLACED ON A TEMPORARY
PAD
TCONSISTING
ESIDENCE RMINIMUM
V NGOF
A8" OF
GRAVEL. THE TRAILER WILL BE REMOVED FROM THE
r�RTIFI('ATF nF n:;CUPANCY.
° .,
371.77 20, � 0—
;r
inks I Y�,•'h'4;. K
ff;rIi``,,,'it j,l/I`t,/tt %;r';;'tFt,Ji/,�/' l/I j `/f•%'r!I%j jjJ /., %' /J`' r'r/,I i ;','; ' ii','r',;f/';'',POINT OF G4cxif j1It rrf
' ' fIiJ
I!/J/
J/!ADJACENT
ELEV=334.—
/j//// i
.
/
f%`rf"/r,,t;/� / ?! r
PROPOSED
DRILLED WELL 1
/ SHALLOW GRASS
\ PERMEABLE BLOCK COVERED FIRST / DEPRESSION #1
PAVER DRIVEWAY. FLOOR PORCH / AREA -480 SF
\ SEE DETAIL
\ AREA=1,840 SF
CONNECT 4" PERFORATED
\ PVC UNDERDRAINS TO
4" SOLID PVC PIPE WITH
\ S.T. PVC FITTINGS
S87°48'13"W
7'f
REFER TO APPLICATION PHOTOS
FOR DEPICTION OF EXISTING
SHORELINE VEGETATION
DAYLIGHT 4" PVC SDR -35
SHORELINE SETBACKS OF ADJACENT
PROPERTIES ARE AN AVERAGE OF
56'. PROPOSED SETBACK FOR THIS
RESIDENCE IS 71'.
GRAPHIC SCALE
20 15 10 5 0
40
(IN FEET)
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UNLESS DONE UNDER THE DIRECT SUPERNSION CF .
COMPARADLE PROFESSIONAL (LES ENGINEER FOR At
ENGINEER. LANDSCAPE ARCHITECT FOR A LANDSCAR
ARCHITECT OR SUR1•EYOR FOR A SURI•EYM IS A WOLA770
OF THE NEW YORK STATE EDUCA7ION LAW AND/O
REGULATIONS AND IS A CLASS A' MISDEMEANOR.
RECORD OF WORK DATE I B!
o—n— K AWMFMT 03/02/18 1 DM
RECEIVED
MAR 0 8 2018
LO E
QUEENSBURY
3 CLERK OFFICE ti
\� m
\ G
CALE:
AS SHOWN
NOT FOR
CONSTRUCTION
PROPOSED
TEMPORARY
TRAILER PLAN
TT -1
TOWN OF QUEENSBURY TOWN CODE CHAPTER 136-11 HOLDING TANKS
A. HOLDING TANKS ARE PROHIBITED UNLESS A VARIANCE IS GRANTED FOR A HOLDING TANK BY THE LOCAL BOARD OF HEALTH
PURSUANT TO THE VARIANCE PROVISIONS AT §§136-18 TO 136-20 OF THIS CHAPTER.[ AMENDED 5-5-1997 BY L.L. NO. 4-1997]
B. IN THE EVENT THE LOCAL BOARD OF HEALTH GRANTS A VARIANCE AUTHORIZING USE OF A HOLDING TANK, THE DESIGN AND
INSTALLATION OF THE HOLDING TANK AND ALARM SYSTEM SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS: [AMENDED
5-5-1997 BY L.L. NO. 4-19971
(1) THE HOLDING TANK SHALL BE A WATERTIGHT PRECAST CONCRETE SEPTIC TANK, WITHOUT OUTLETS, WITH A WATERTIGHT
SEALANT MATERIAL FOR JOINTS BELOW THE MAXIMUM WATER LEVEL. THE TANK SHALL ALSO BE EQUIPPED WITH A
TWO—PHASE ALARM SYSTEM. REFER TO FIGURES 2 AND 3 FOR THE DETAILS AND SPECIFICATIONS REQUIRED. EDITOR'S NOTE:
FIGURES 2 AND 3 ARE INCLUDED AT THE END OF THIS CHAPTER.
(2) THE HOLDING TANK CAPACITY MUST BE EQUAL TO AT LEAST TWICE THE VOLUME OF WASTE GENERATED BETWEEN
ANTICIPATED REMOVAL DATES. THE FOLLOWING TABLE GIVES THE MINIMUM SIZE OF HOLDING TANK REQUIRED AND IS BASED
ON SEVEN DAYS BETWEEN ANTICIPATED REMOVAL DATES:
REQUIRED MINIMUM HOLDING TANK CAPACITIES
NUMBER OF BEDROOMS HOLDING TANK CAPACITY REQUIRED
(GALLONS)
1 2',000
2 3,000
3 3,500
4 4,000
5 4,500
(1) THE HOLDING TANK MAY BE SUBJECT TO SEVERE FLOTA11ON FORCES IN AREAS OF HIGH GROUNDWATER. THUS, HIGH
GROUNDWATER DETERMINATION, AS PROVIDED FOR IN APPENDIX F, EDITOR'S NOTE: APPENDIX F IS INCLUDED AT THE END
OF THIS CHAPTER. IS REQUIRED WITH EACH APPLICATION SUBMITTAL. WHERE HIGH GROUNDWATER CONDITIONS EXIST,
CALCULATIONS BY A REGISTERED ENGINEER ADDRESSING TANK FLOATATION AND MITIGATING MEASURES ARE REQUIRED.
(4) HOLDING TANKS SHALL BE LOCATED ABOVE THE ONE—HUNDRED—YEAR FLOOD LEVEL.
(5) HORIZONTAL SEPARATION DISTANCES FROM WASTEWATER SOURCES, AS PROVIDED FOR IN APPENDIX A, TABLE I, MUST BE
MET. EDITOR'S NOTE: APPENDIX A, TABLE 1, IS INCLUDED AT THE END OF THIS CHAPTER. THE SEPARATION DISTANCE
REQUIRED FOR HOLDING TANKS SHALL BE THE SAME AS REQUIRED FOR SEPTIC TANKS.
(6) HOLDING TANKS TO BE LOCATED UNDER DRIVEWAYS, ROADS, PARKING AREAS OR AREAS SUBJECT TO HEAVY LOADING SHALL
BE DESIGNED TO WITHSTAND H-20 HIGHWAY LOADS. CERTIFICATION OF LOAD CAPACITY SHALL BE SUPPLIED BY THE TANK
MANUFACTURER.
(7) THE HOLDING TANK SHALL BE ACCESSIBLE FOR A PUMPING VEHICLE. EVIDENCE OF AGREEMENT WITH A LICENSED
PROFESSIONAL HAULER FOR PUMP OUT AND DISPOSAL IS NECESSARY PRIOR TO APPROVAL OF INSTALLATION.
(8) THE HOLDING TANK SHALL BE REMOVED OR FILLED WITH AN INERT MATERIAL IF ABANDONED OR WHEN PUBLIC SEWERS ARE
INSTALLED.
HEAVY DUTY PLAS77C
COVER, BY POLYLOK
OR EQUAL
PLASTIC ACCESS
EXTENSIONS BY
.TIC—\ POLYLOK. OR EQUAL
3'
(9) THE ALARM SYSTEM SEQUENCE OF OPERATIONS IS AS FOLLOWS: WHEN THE LEVEL OF THE HOLDING TANK REACHES 50% OF
THE USABLE LEVEL IN THE TANK, THE YELLOW LIGHT WILL INDICATE "TANK HIGH LEVEL." WHEN THE LEVEL OF THE HOLDING
TANK REACHES 100% OF THE USABLE LEVEL IN THE TANK, THE BUZZER WILL SOUND, THE RED LIGHT WILL FLASH TO
INDICATE "TANK SHUTOFF LEVEL," AND THE SOLENOID VALVE IN THE MAIN WATER LINE WILL ENERGIZE AND CLOSE TO
PREVENT ANY MORE WATER FROM ENTERING THE RESIDENCE. THE PUSHBUTTON WILL BE USED TO SILENCE THE BUZZER. THE
SYSTEM WILL RESET AFTER THE HOLDING TANK IS PUMPED DOWN TO BELOW THE ACTUATION LEVEL OF THE LEVEL SWITCHES.
(10) FLOAT SWITCHES SHALL BE DIRECT ACTING, NORMALLY OPEN, SUSPENDED, WITH BUILT—IN WEIGHT WHICH ACTUATES WHEN
THE LONGITUDINAL AXIS OF THE FLOAT IS HORIZONTAL AND DEACTUATES WHEN THE LIQUID LEVEL FALLS ONE INCH BELOW
THE ACTUATION LEVEL. THE FLOAT SWITCH SHALL OPERATE AT 120 VOLTS ALTERNATING CURRENT WITH A PILOT DUTY OF
4.5 AMPERES MINIMUM. THE CONTACT SHALL BE NORMALLY OPEN, I.E., IT SHALL CLOSE WHEN THE FLOAT RISES ABOVE THE
ACTUATION LEVEL. THE FLOAT SHALL BE CHEMICAL—RESISTANT POLYPROPYLENE CASING WITH A FIRMLY BONDED ELECTRICAL
CABLE PROTRUDING. ONE END OF THE CABLE SHALL BE PERMANENTLY CONNECTED TO THE ENCLOSED MERCURY SWITCH,
AND THE ENTIRE ASSEMBLY ENCAPSULATED TO FORM A COMPLETELY WATERTIGHT AND IMPACT—RESISTANT UNIT, GOULD
TYPE A2-3 OR EQUIVALENT.
(11) THE FLOAT SWITCH WIRING SHALL BE TERMINATED IN A NEMA 4X JUNCTION BOX MOUNTED INSIDE THE HOLDING TANK. ALL
WIRING FROM THE FLOAT SWITCH JUNCTION BOX TO THE LEVEL ALARM SYSTEM PANEL SHALL BE INSTALLED UNDERGROUND
IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ALL STATE AND LOCAL CODES. WIRING
SHALL BE 3#12AWG, TYPE THW OR THWN, CONDUCTORS IN A ONE HALF—INCH PVC CONDUIT. ONE LEVEL SWITCH SHALL BE
ACTUATED WHEN THE TANK IS AT 50% OF THE USABLE CAPACITY TO INDICATE A HIGH LEVEL. THE SECOND LEVEL SWITCH
SHALL BE ACTUATED WHEN THE TANK IS AT 100% OF THE USABLE CAPACITY TO INDICATE A SHUT OFF LEVEL.
(12) THE CONTROL RELAYS SHALL BE GENERAL PURPOSE, 120 VOLTS ALTERNATING CURRENT, WITH CONTACTS RATED FOR FIVE
AMPERES CONTINUOUS. THE NUMBER AND TYPE OF CONTACTS SHALL BE AS SHOWN, SQUARE "D" 8501, TYPE RS -14, OR
EQUIVALENT. A RELAY SOCKET TO MATCH THE CONTROL RELAY FURNISHED SHALL BE PROVIDED.
(13) THE ALARM LIGHTS SHALL BE 120 VOLTS ALTERNATING CURRENT PILOT LIGHTS WITH A DOMED PLASTIC LENS. THE "TANK
HIGH LEVEL" LIGHT LENS SHALL BE YELLOW, SQUARE "D" KP1Y9 TYPE K OR EQUIVALENT. THE "TANK SHUTOFF LEVEL" LIGHT
SHALL BE SUPPLIED WITH A FLASHER AND A RED LENS, SQUARE "D" KPF1R9 TYPE K OR EQUIVALENT.
(14) THE BUZZER SHALL BE 120 VOLTS ALTERNATING CURRENT, HEAVY DUTY, ADJUSTABLE VOLUME EDWARDS ADAPTABUZZER,
TYPE 340A—N5 OR EQUIVALENT.
(15) A NORMALLY OPEN, 120 VOLTS ALTERNATING CURRENT, NONILLUMINATED PUSHBUTTON SHALL BE PROVIDED. THE
PUSHBUTTON SHALL HAVE A FULL GUARD. SQUARE "D" KR1UH5 TYPE K OR EQUIVALENT.
(16) THE RELAYS AND RELAY SOCKETS SHALL BE MOUNTED IN A GENERAL PURPOSE NEMA 1 ENCLOSURE. THE ALARM LIGHTS,
BUZZER AND THE BUZZER SILENCE PUSHBUTTON SHALL BE MOUNTED ON THE FRONT OF THE ENCLOSURE. ALL NECESSARY
MATERIALS SHALL BE PROVIDED, I.E., TERMINAL BLOCKS, CONNECTORS, ETC., TO MOUNT AND CONNECT ALL DEVICES. THIS
ENCLOSURE SHALL BE PROVIDED WITH A NAMEPLATE WITH THE FOLLOWING DESCRIPTION "HOLDING TANK LEVEL ALARM
SYSTEM." PLASTIC LAMINATED NAMEPLATES, WHITE THROUGH TO BLACK CORE, SHALL BE PROVIDED OVER EACH DEVICE. THE
NAMEPLATE DESCRIPTION SHALL BE AS INDICATED ON THE SCHEMATIC. ALL WIRING IN THE HOLDING TANK LEVEL ALARM
SYSTEM CONTROL PANEL SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. A COPY OF THE SCHEMATIC AND
SEQUENCE OF OPERATION SHALL REMAIN WITH CONTROL PANEL. THE ENCLOSURE SHALL BE MOUNTED IN A SUITABLE
LOCATION IN THE RESIDENCE.
(17) THE SOLENOID VALVE SHALL BE A NORMALLY OPEN (ENERGIZE—TO—CLOSE) VALVE, 120 VOLTS ALTERNATING
CURRENT AND
SHALL BE INSTALLED IN THE RESIDENCE INCOMING MAIN WATER LINE. THE SIZE OF THE VALVE ORIFICE SHALL CORRESPOND
WITH THE PIPE DIAMETER OF THE WATERLINE. WIRING TO THE SOLENOID SHALL BE SIZED IN ACCORDANCE WITH THE LATEST
EDITION OF THE NATIONAL ELECTRIC CODE.
(18) ALL HOLDING TANKS MUST BE INSTALLED BELOW FINISHED GRADE OF THE SITE WITHIN A FIFTY—FOOT RADIUS OF THE
INSTALLATION. THIS SECTION IS INTENDED TO PREVENT THE OCCURRENCE OF MOUNDING IN THE AREA OF THE
TANK.[AMENDED 7-6-1998 BY L.L. NO. 4-1998]
C. OTHER APPLICABLE PROVISIONS CONTAINED IN THIS PART 1 SHALL APPLY IN ADDITION TO THE ABOVE.
I m) ALL JOINTS BELOW
I! .'11 FLOAT
LIQUID LEVEL TO BE
SANIJARY WATERTIGHT AND
STED
'O" TEE NP•) PRIORATOGBACKFILLING
THE SLOPE OF 7HE INLET PIPE
a TANK HIGH BETWEEN THE RESIDEN77AL
Q LEVEL FLOAT UNIT AND THE HOLDING TANK
TO BE T/4" PER FT.
6" TO 12" LAYER
PEA GRAVEL OR
BEDDINEG LAYER
SECTION VIEW
OUTSIDE
TANK SIZE MAX LIQUID DEPTH 'A'j TANK DIMENSIONS "B"X"C' 1 "O" "1" HEIGHT
1500 GAL 4'-1" 6'-0" X 11'-0" 4'-10"
HOLDING TANK
NOT TO SCALE
15T
A OR EQUAL
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DRAWN BY
CHECK BY
EDP PROJECT NUMBER
7HE AL7ERA7iON OF THESE DOCUMENTS IN ANY WAY,
UNLESS DONE UNDER THE DIRECT SUPERNSION OF A
COMPARABLE PROFESSIONAL, (LE:) ENGNEER FOR AN
ENGINEER, LANDSCAPE ARCH17ECT FOR A LANDSCAPE
ARCMTECT OR SURVEYOR FOR A SURVEYOR. IS A WOLA77ON
OF THE NEWYORK STATE EDUCA77ON LAW AND/OR
REGULA77ONS AND IS A CLASS A' MISDEMEANOR.
RECORD OF WORK DATE BY
SUBMITTAL TO BUILDING DEPARTMENT 03/02/18 DM
jf
l
i
/f
SCALE:
AS SHOWN
NOT FOR
CONSTRUCTION
SHEET TITLE:
TEMPORARY
TRAILER PLAN
DETAILS
SHEET:
TT -2