2013-270 OF 518) 61'821
&CodeS
�ee�sbu�'
goad Q
�42 Bag cot
_Building '-.a�
uni��eyelop�'
Con's'
O-V YCO�4 � 2014
2
I� '�huYsd y
ed.j ate SSu
� p2�1302�0
x: �'�'013���0 exnlit,Nunbe�
�exxnjti u e done
woras Sho vn by P
k se�luested
to be � pp0
t pp 0
certify tha pp02-pp4�p
This is
to covnpleted• p 239-p12� d
has been 52340 pT. R
.�urnber� 41 OLD
ASSENT
S
,�aX N1ap ATYp�GK
yocation� 30 &C OVG ofd°ENsBu�Y
oideOF QBE
�.wnex: 1p1� TpWN
Applicant nay be occupied
as a.
This stnlcture n gesidentialement
&Code$nfosc
tic Altexatio relieve the of°c of Bailding
Sep Bance DprE5 N�with Site p�b the moire
of Come for eo aPresUlt of APpr("v
nce o �s Celf f ttie�'
ate Of
f th ytions as Ls.
Pr Pew oor then Id co
iss"e-Boa d of APPea
variance, rd or'LOU
planning-goa
TOWN OF QUEENSBURY
Via742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building &Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20130270 Application Number: A20130270
Tax Map No: 523400-239-012-0002-004-000-0000
Permission is hereby granted to: JOHN & CATHY HODGKINS
For property located at 41 OLD ASSEMBLY PT. 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: JOHN & CATHY HODGKINS Septic Alteration Residential
20 KINGS Rd Total value
LAKE GEORGE NY 12845-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2013-270
Res. Septic Alterations
$40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday,June 19,2014
(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 of Quee sbel/We, i est •y,June 19,2013
I.
SIGNED BY / j - �\ for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
Town of Queensbury Building & Codes
Received: r ��
SEPTIC DISPOSAL PERMIT Tax Map ID:
A permit must be obtained before beginning construction Permit / 0
Permit Fee: $ l�g
Approvals:
Applicant: j CM-0al Installer/Builder S'xz_gb�,*a
Address: te-sc-- Address �3 tJoa�cw►.a.ca�c [h++-t< 'L►
L1,� C-.�E�w.N.Y 1_.,e.tc� C-3�.��c�•a�t N'^�
Phone: Phone "79
Owner: Location of Installation_A4
Address:
Phone 3q'
Residence Information:
Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow
1980 or older x 150 = Garbage Grinder installed? 1.
1981-1991 x 130 = Spa or Hot Tub Installed?
1992-Present -2, x 110 = Z_77r
Parcel Information:
Topography ✓Flat Rolling _Steep Slope _%Slope
Soil Nature Sand .., Loam Clay _Other
e
Groundwater At what depth? 6Q
Bedrock/Impervious Material At what depth? rQ`
Domestic Water Supply Municipal _Well(if well,water supply from any septic system absorption is ft.)LAVZGXE0Xc:
Percolation Test Rate- per minute per inch(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 ';I--1 gJ b(=) gallon (minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool
tub
System Type: Absorption Field(with#2 stone) Total length ft. Each trench X
Seepage Pit(S)(with#3 stone) How many? Size?
Alternative System Bed or other type?
v Holding Tank System Total required capacity?.MQOTank size? J��#of tanks?
NOTE: 1)Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency-see Certified Electrical form
on Town website; 2) Effective as of March 23, 2006 Septic System-As Built Plot Plan: The Building Department will no longer allow systems to be
covered until such time as an As-Built Plot Plan is received and approved by the Building Inspector. The installed system must match the septic system
layout on file. There will be no exceptions.
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 circumstance known by or on behalf of an
applicant,shall be void.
✓I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary
Sewage Disposal Ordinance.
Signature. Date: '0_ " L
Town of Queensbury Building&Codes Septic Disposal Permit 518-761-8256
NYS-Real Property System Subject Property Inventory Summary RPS0301VO4l1-001
County of Warren For Current Year File 2013 Date:6/18/2013
Town of Queensbury Parcel ID: 239.12-2-4 Sheet 1 of 1
SWIS Code-523400
Active
Parcel Information - ---- -- - ---- -- -- - Parcel Land Size - -- - - ---- -- - - File Maintenance Info-- - - -
Curr Owner: Hodgkins,John L Acct#: Front: 0.00 Acres: 0.13 Created: 11/20/1984
Location: 41 Old Assembly Pt. Rd School Cd: 522201 Lake George Csd Depth: 0.00 Sq Ft: 0 Modified: 05/01/2013 03:02 PM
Queensbury,NY 12804 Roll Sect: 1 Taxable RS/S: ---- -- - - --.______ -:-- __ B Batch FM b teri
Grid Coordinates--- -- Y Y
Prop Class: 210 1 Family Res East: 716948 North: 1684359 Folder: ASSESSMENT
Site Characteristics ---... ----- -- - --- - ---- ---
Site No: 1 Nbad Cd: 101 Lakefront Site Desire: 2 Typical DC Entry Type: 1 Inter inspec Economic Obs: 0
Site Type: R Residential Sewer Type: 2 Private Nbad Type: 2 Suburban Zoning Cd: WR Waterfront Res Data Mailer: No
Prop Class: 210 1 Family Res Water Supply: 2 Private Nbad Rating: 2 Average Last Phy Insp: 05/01/2013
Route No: Utilities: 3 Electric Road Type: 3 Improved Reappraisal: 08/12/2009
-- - ------- ----------------------
Residential Building Information --- - - __._-_-_._.---_.__.___ .
Bldg Style: 08 Old style No.Bath: 1 Fuel Type: 3 ElectricGArea in Sq.Ft.- - - -- ----------
rade Adjust: 0
No.Stories: 1.0 No.Half: 0 Central Air: Yes Pct Good: 0 1st Story: 1,380 Fin Bsmnt: 0
Ext Wall Mtrl: 01 Wood Bath Qual: 3 Normal Bsmt Type: 2 Crawl Func Obs: 0 2nd Story: 0 Unfin 1/2: 0
Act Yr Bit: 1930 No.Bdrms: 2 Bsmt Gar Cap: 0 Addl Story: 0 Unfin 3/4: 0
Eff Yr Bit: 1970 No.Rooms: 5 Overall Cond: 3 Normal 1/2 Story: 0 Unfin Rm: 0
Yr Remodel: No.Fireplcs: 1 Ext Cond: 3 Normal 3/4 Story: 0 Unfin Ovr Gar: 0
No.Kitchen: 1 Fireplc Type: Int Cond: 3 Normal Over Garage: 0 SFLA: 1,380
Kitchen Qual: 3 Normal Heat Type: 4 Electric Constr Grade: C Average Fin Attic: 0 Fin Rec Rm: 0
Land Breakdowns
Land Soil Wtrfrt Depth Infl Infl Infl Infl Land Unit Dim
Type Front Depth Acres Sq Ft Rating Type Factor Pct Cd 1 Cd 2 Cd 3 Value Price Code
10 Waterfront 60.00 82.00 0.00 0 0 0 420000 7000.000
Additional Improvements
Structure Measure SQFT Overall Act Eff Yr Pct Func Sry Unit Bid Bld
Code Code Diml Dim2 MISC Qty Grd Cond Yr Built Gd Obs Life RCN RCNLD No. No. Sec
BH7 Boat Shelter Dimension 10.00 28.00 .00 1.00 C Norm 1930 0 0 0 3273 982 0 0
DK2 Dock,Crib SQFT/Mi; .00 .00 483.00 1.00 C Norm 1930 0 0 0 14548 4364 0 0
RP2 Porch,Covered Dimension 4.00 16.00 .00 1.00 C Norm 1930 0 0 0 2214 1107 0 0
FC1 Shed,Wood Or Machinery Dimension 5.00 30.00 .00 1.00 C Norm 1980 0 0 0 2577 2139 0 0
FC1 Shed,Wood Or Machinery Dimension 11.00 15.00 .00 1.00 C Norm 1985 0 0 0 2835 2438 0 0
RP5 Porch, Upper Deck Dimension 10.00 28.00 .00 1.00 C Norm 1980 0 0 0 4483 3721 0 0
RP1 Porch,Open Dimension 13.00 22.00 .00 1.00 C Norm 1980 0 0 0 3635 3017 0 0
RP4 Porch, Enclosed Dimension 6.00 8.00 .00 1.00 C Norm 1930 0 0 0 3127 1563 0 0
Town of Queensbury Building &Code Enforcement
Office No. (518)761-8256
Septic Inspection Report
Inspection request received:
Name: k-A pR zK\-�S Inspected on: Z
Location: i. �Arriv'e d1��1� a.m.I p.m.
Permit No.: cA"ti Inspector's Initials: e
Comments and/or diagram
Soil Type: Sand/Loam/Clay
Type of Water: Municipal/ ater
Waterline separation 'stance ft
Well separation ' lance
Other wells ft.
Well Casingngth 50'+/- Y N N/A
1150'to well tired if NO]
Absorption Fi Id: Total length ft.
Length of eac trench ft.
Depth of trench s ft.
Size of Stone
Seepage Pits: N tuber
Size: x C
Stone Size:
Piping ze Type �x
Building to tank `
Tank to Distribution Box
Distribution Box to Field/Pit / -T3
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
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Confor r _N
ngineer Report and As-B Y_N
E am enance Contract provided _Y_N
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
S stem Use Stat
Approved
Partial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
Septic Inspection Report
o Ip��ii����lll
(IIII�►�IIIII
oD
FE 3A 20 14 ENVIRONMENTAL DESIGN
PARTNERSHIP,LLP
September 24,2013
Town of Queensbury Community Development Department
742 Bay Road
Queensbury,NY 12804
Attn: Dave Hatin, Director of Buildings&Codes
Re: Hodgkins Residence
41 Old Assembly Point Road
Dear Dave:
In compliance with application approvals granted by the Town of Queensbury I offer the following
regarding the referenced project.
The design plan reviewed and approved by the Town as associated with the wastewater system
application is as follows:
Proposed Wastewater System Plan for John and Cathy Hodgkins
41 Old Assembly Point Rd
Town of Queensbury Tax Parcel ID 239.12-2-4
• Sheet WW-1: Wastewater System Plan June 6,2013
• Sheet WW-2: Wastewater System Details June 6,2013
During the course of construction I was on the job site to observe key components of the system
installation. The location of the proposed holding tanks have been modified from the design plan. In
addition a third 1,500 gallon tank has been added. These revisions are now reflected in the attached `as-
built' drawing, Sheet WW-1. All other aspects of the work were constructed as designed and using the
materials as specified. Based on my inspection of the system installation it is my opinion that the
wastewater system is in compliance with the intent of the approved design plan and is ready for
operation.
Please contact me should you require any further information.
Sincerely,
C"'
Dennis MacElroy,PE
Cc: John and Cathy Hodgkins
900 Route 146, Clifton Park, New York 12065 phone(518)371-7621 -fax(518)371-9540
o�
DOCK \
�\` \ O
UPPER DECK \ \ j N
y �Ir Z
}
*111c",
519.99' zO W
LAKE GEORGE DOCK F 20. \ n z r
ffiE4.= / Ri \ W
P
DECKT of
AD✓.
WT.Z
A
TOWN OF QUEENSBURY BOARD OF HEALTH ADJ. / �= LANDS N/F OF vj Q r F
THE TOWN OF QUEENSBURY BOARD OF HEALTH ISSUED, BY DOc 00 \ ROBERT RANOLES rNy tl
RESOLUTION DATED JUNE 3, 2013, VARIANCES AS NOTED BELOW / W �'F
FOR THE WASTEWATER SYSTEM SERVING THE RESIDENCE AT 41 DECK TANK ACCESS PORT \ w �+ Z=
OLD ASSEMBLY POINT ROAD. ADJ. (TYPICAL) Eyhi
qQ v V
I-STORY WOOD
V-1: REQUEST FOR THE USE OF HOLDING TANKS DOCK l WOODY FRAME HOUSE e2 \ 6 w a:Q
SECTION 136-11 / BLDG. (2 BEDROOM) 10, W ®d 6
V- 2: SETBACK OF TANK TO DWELLING Ey E Q
- 7' VS 10' SECTION 736-9(D) O 2t LF 4" PVC SDR-35 CONCRETE HOL1,500 DLON ING loz dl ING TANKS V-9 Q a .40
p
V-3: SETBACK OF HOUSE SEWER TO PROPERTY LINE gyp" pN p.Ftic: LL Z
- 2' VS 10' SECTION 736-9(D) =_ / W N J
_3 p �r! t [�roS U1 m a Q z d Z
O O �¢w 1% W
NOTE: ANDS N OF O _
COLLIER F /LY ASPHALT DRIVE ����' ®V°i afi
2 BEDROOM HOUSE REQUIRES HOLDING TANK CAPACITY °� o a00
F-z
OF 3000 GALLONS. APPROXIMATE LOCATION OF a ` O >0
EXISTING SEPTIC SYSTEM n o�� P-4� �E {p 000
:W
SITE LOCATION MAP BE PUMPED, CRUSHED IN �. yd a+'�
Sc 1°=3000' PLACE AND BACKFILLED.
O
�� ,rt§j�� w•%r.&(--+ I(, ,, 4"PVC SDR-35 BUILDING O LENMILvCOLIRFA ,)E- w
SEWER AT Ya`PER FOOT O O m"C4 W a
O E- 'gS
i\�,� ` MIN. SLOPE. O
/ww � L• ,. wccr/:,:ma'a a r
I i
SITE IACATLON
mm ,�-••� _ ��y•)},j�.._e NO WATER SUPPLY WELLS LOCATED WITHIN 50 FEET
OF PROPOSED HOLDING TANKS C
QN
MAP REFERENCE: v _II L,
MAP ENTITLED "MAP OF A SURVEY MADE FOR JOHN AND CATHY S
tix\ lat- 1 _
f: HODGKINS" BY VAN DUSEN & STEVES LAND SURVEYORS AND I
-AJI, DATED JANUARY 21, 2013
TOWN OF QUEENSBURY TOWN CODE CHAPTER 136-11 HOLDING TANKS xco
A. HOLDING TANKS ARE PROHIBITED UNLESS A VARIANCE IS GRANTED FOR A HOLDING TANK BY THE LOCAL BOARD OF HEALTH (9)THE ALARM SYSTEM SEQUENCE OF OPERATIONS IS AS FOLLOWS: WHEN THE LEVEL OF THE HOLDING TANK REACHES 50%OF a O
PURSUANT TO THE VARIANCE PROVISIONS AT§§736-18 TO 136-20 OF THIS CHAPTER.[AMENDED 5-5-1997 BY L.L.NO.4-1997] THE USABLE LEVEL IN THE TANK,THE YELLOW LIGHT WILL INDICATE"TANK HIGH LEVEL."WHEN THE LEVEL OF THE HOLDING Z '�+�
TANK REACHES IDO%OF THE USABLE LEVEL IN THE TANK,THE BUZZER WILL SOUND,THE RED LIGHT WILL FLASH TO `
B. IN THE EVENT THE LOCAL BOARD OF HEALTH GRANTS A VARIANCE AUTHORIZING USE OF A HOLDING TANK,THE DESIGN AND INDICATE"TANK SHUTOFF LEVEL,"AND THE SOLENOID VALVE IN THE MAIN WATER LINE WILL ENERGIZE AND CLOSE TO
INSTALLATION OF THE HOLDING TANK AND ALARM SYSTEM SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:[AMENDED PREVENT ANY MORE WATER FROM ENTERING THE RESIDENCE.THE PUSHBUTTON WILL BE USED TO SILENCE THE BUZZER.THE N► J _
5-5-1997 BY L.L.NO.4-1997] SYSTEM WILL RESET AFTER THE HOLDING TANK IS PUMPED DOWN TO BELOW THE ACTUATION LEVEL OF THE LEVEL SWITCHES.
(1 0)FLOAT SWITCHES SHALL BE DIRECT ACTING,NORMALLY OPEN,SUSPENDED,WITH BUILT-IN WEIGHT WHICH ACTUATES WHEN O
(1)THE HOLDING TANK SHALL BE A WATERTIGHT PRECAST CONCRETE SEPTIC TANK,WITHOUT OUTLETS,WITH A WATERTIGHT THE LONGITUDINAL AXIS OF THE FLOAT IS HORIZONTAL AND DEACTUATES WHEN THE LIQUID LEVEL FALLS ONE INCH BELOW
SEALANT MATERIAL FOR JOINTS BELOW THE MAXIMUM WATER LEVEL.THE TANK SHALL ALSO BE EQUIPPED WITH A THE ACTUATION LEVEL.THE FLOAT SWITCH SHALL OPERATE AT 120 VOLTS ALTERNATING CURRENT NTHA PILOT DUTY OF GH IL
z
TWO-PHASE ALARM SYSTEM.REFER TO FIGURES 2 AND 3 FOR THE DETAILS AND SPECIFICATIONS REQUIRED.EDITOR'S NOTE: 4.5 AMPERES MINIMUM,THE CONTACT SHALL BE NORMALLY OPEN,I.E.,IT SHALL CLOSE WHEN THE FLOAT RISES ABOVE THE ^ J
ACTUATION LEVEL THE FLOAT SHALL BE CHEMICAL-RESISTANT POLYPROPYLENE CASING WITH A FIRMLY BONDED ELECTRICAL z o j
FIGURES 2 AND 3 ARE INCLUDED AT THE END OF THIS CHAPTER. r W
CABLE PROTRUDING.ONE END OF THE CABLE SHALL BE PERMANENTLY CONNECTED TO THE ENCLOSED MERCURY SWITCH, F-1
(2)THE HOLDING TANK CAPACITY MUST BE EQUAL TO AT LEAST TWICE THE VOLUME OF WASTE GENERATED BETWEEN AND THE ENTIRE ASSEMBLY ENCAPSULATED TO FORM A COMPLETELY WATERTIGHT AND IMPACT-RESISTANT UNIT,GOULD O U T
ANTICIPATED REMOVAL DATES.THE FOLLOWING TABLE GIVES THE MINIMUM SIZE OF HOLDING TANK REQUIRED AND IS BASED TYPE FLOAT
OR EQUIVALENT. n
ON SEVEN DAYS BETWEEN ANTICIPATED REMOVAL DATES: (11)THE FLOAT SWITCH WIRING SHALL BE TERMINATED IN A NEMA 4X JUNCTION BOX MOUNTED INSIDE 7}IE HOLDING TANK.ALL n (sZj M N
WIRING FROM THE FLOAT SWITCH JUNCTION BOX TO THE LEVEL ALARM SYSTEM PANEL SHALL BE INSTALLED UNDERGROUND W
REQUIRED MINIMUM HOLDING TANK CAPACITIES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ALL STATE AND LOCAL CODES.WIRING x 0.'i U)co p
SHALL BE 3#12AWG,TYPE THW OR THWN,CONDUCTORS IN A ONE HALF-INCH PVC CONDUIT.ONE LEVEL SWITCH SHALL BE 6 r Z
NUMBER OF BEDROOMS HOLDING TANK CAPACITY REQUIRED ACTUATED WHEN THE TANK IS AT 50%OF THE USABLE CAPACITY TO INDICATE A HIGH LEVEL.THE SECOND LEVEL SWITCH {�
(GALLONS) SHALL BE ACTUATED WHEN THE TANK IS AT 100%OF THE USABLE CAPACITY TO INDICATE A SHUT OFF LEVEL.
(12) T
THE CONTROL RELAYS SHALL BE GENERAL PURPOSE,120 VOLTS ALTERNATING CURRENT,WTH CONTACTS RATED FOR FIVE
2,000 AMPERES CONNJOUS.THE NUMBER AND TYPE OF CONTACTS SHALL BE AS SHOWN,SQUARE"D"8501,TYPE RS-14,OR H
Z Pa
1
2 3,000 EQUIVALENT.A RELAY SOCKET TO MATCH THE CONTROL RELAY FURNISHED SHALL BE PROVIDED. F W
33,500 (13)THE ALARM LIGHTS SHALL BE 120 VOLTS ALTERNATING CURRENT PILOT LIGHTS WITH A DOMED PLASTIC LENS.THE"TANK
THE
LEVEL"LIGHT LENS SHALL BE YELLOW,SQUARE'b"KP1Y9 TYPE K OR EQUIVALENT.THE"TANK SHUTOFF LEVEL"LIGHT
4 4'000 SHALL BE SUPPLIED WITH A FLASHER AND A RED LENS,SQUARE"0"KPFIR9 TYPE K OR EQUIVALENT.
5 4,500 (14)THE BUZZER SHALL BE 120 VOLTS ALTERNATING CURRENT,HEAVY DUTY,ADJUSTABLE VOLUME EDWARDS ADAPTABUZZER, NN` -
ij
TYPE 340A-N5 OR EQUIVALENT. 1+1� i F
(i)THE HOLDING TANK MAY TI SUBJECT TO SEVERE FN APPENDIX
FORCES T AREAS OF HIGH GROUNDWATER.THUS,HIGH 15 A NORMALLY OPEN,120 VOLTS ALTERNATING CURRENT,NONILLUMINATED PUSHBUTTON SHALL BE PROVIDED.THE
GROUNDWATER ER.IS DETERMINATION AS PROVIDED FOR IN APPENDIX F,EDITOR'S NOTE: APPENDIX F IS INCLUDED AT THE END ( ) W Z=
OF TIIS CHAPTER.IS REQUIRED WITH EACH APPLICATION SUBMITTAL.WHERE HIGH GROUNDWATER CONDITIONS EXIST, PUSHBUTTON SHALL HAVE A FULL GUARD.SQUARE b"KR1UH5 TYPE K OR EQUIVALENT. T \ ,A Y�
CALCULATIONS BY A REGISTERED ENGINEER ADDRESSING TANK FLOATATION AND MITIGATING MEASURES ARE REQUIRED. (16)THE RELAYS AND RELAY SOCKETS SHALL BE MOUNTED IN A GENERAL PURPOSE NEMA i ENCLOSURE.THE ALARM LIGHTS, v v,
(4)HOLDING TANKS SHALL BE LOCATED ABOVE THE ONE-HUNDRED-YEAR FLOOD LEVEL. BUZZER AND THE BUZZER SILENCE PUSHBUTTON SHALL BE MOUNTED ON THE FRONT OF THE ENCLOSURE.ALL NECESSARY A 0 Q
(5)HORIZONTAL SEPARATION DISTANCES FROM WASTEWATER SOURCES,AS PROMATERIALS SHALL BE PROVIDED,I.E.,TERMINAL BLOCKS,CONNECTORS,ETC.,TO MOUNT AND CONNECT ALL DEVICES.THIS 0i
PROVIDED FOR IN APPENDIX A,TABLE I,MUST BE ENCLOSURE SHALL BE PROVIDED WITH A NAMEPLATE WITH THE FOLLOWING DESCRIPTION"HOLDING TANK LEVEL ALARM Ox W Q W
MET.EDITOR'S NOTE: APPENDIX A,TABLE I,IS INCLUDED AT THE END OF THIS CHAPTER.THE SEPARATION DISTANCE SYSTEM."PLASTIC LAMINATED NAMEPLATES,WHITE THROUGH TO BLACK CORE,SHALL BE PROVIDED OVER EACH DEVICE.THE W D O.d
REQUIRED FOR HOLDING TANKS SHALL BE THE SAME AS REQUIRED FOR SEPTIC TANKS. NAMEPLATE DESCRIPTION SHALL BE AS INDICATED ON THE SCHEMATIC.ALL WIRING IN THE HOLDING TANK LEVEL ALARM Ei FIS J.L Q
(6)HOLDING TANKS TO BE LOCATED UNDER DRIVEWAYS,ROADS,PARKING AREAS OR AREAS SUBJECT TO HEAVY LOADING SYSTEM CONTROL PANEL SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER.A COPY OF THE SCHEMATIC AND V
SHALL BE DESIGNED TO WITHSTAND H-20 HIGHWAY LOADS.CERTIFICATION OF LOAD CAPACITY SHALL BE SUPPLIED BY THE SEQUENCE OF OPERATION SHALL REMAIN WITH CONTROL PANEL. THE ENCLOSURE SHALL BE MOUNTED IN A SUITABLE �! O ( Q O G
TANK MANUFACTURER. LOCATION IN THE RESIDENCE. l
(7)THE
HOLDING TANK SHALL BE ACCESSIBLE FOR A PUMPING VEHICLE.EVIDENCE OF AGREEMENT WITH A LICENSED (17)THE SOLENOID VALVE SHALL BE A NORMALLY OPEN(ENERGIZE-TO-CLOSE)VALVE,120 VOLTS ALTERNATING CURRENT AND P"7„."I F W Z
PROFESSIONAL HAULER FOR PUMP OUT AND DISPOSAL IS NECESSARY PRIOR TO APPROVAL OF INSTALLATION. SHALL BE INSTALLED IN THE RESIDENCE INCOMING MAIN WATER LINE.THE SIZE OF THE VALVE ORIFICE SHALL CORRESPOND Z a
(8)TIE HOLDING TANK SHALL BE REMOVED OR FILLED WITH AN INERT MATERIAL IF ABANDONED OR WHEN PUBLIC SEWERS ARE WITH THE PIPE DIAMETER OF THE WATERLINE.WIRING TO THE SOLENOID SHALL BE SIZED IN ACCORDANCE WITH THE LATEST ^ W c, W j'i
INSTALLED. EDITION OF THE NATIONAL ELECTRIC CODE. F-1
(18)ALL HOLDING TANKS MUST BE INSTALLED BELOW FINISHED GRADE OF THE SITE WITHIN A FIFTY-FOOT RADIUS OF THE W W p
INSTALLATION.THIS SECTION IS INTENDED TO PREVENT THE OCCURRENCE OF MOUNDING IN THE AREA OF THE z
I�
TAN<AMENDED 7-6-1998 BY L.L.NO.4-1998] � �crQZ
op. 0
C. OTHER APPLICABLE PROVISIONS CONTAINED IN THIS PART 1 SHALL APPLY IN ADDITION TO THE ABOVE. W x W W
O(^) F
5z
HEAVY DUTY GASKET'ED LOCKING �,(V Q z Q
,bFR�IA
AND COVER. nT'1 ti Q '_
CAMPBELL FOUNOARY f"1'1 E E W W W
EQUAL
ASPHALTIC CHEGRA XTENSIO. p
1 (( DAB RINcs�
SEAL
FIE.
L PER
FORT MILLER
(AS REQUIRED) THE SLOPE E THE INLET PIPE
INLET BETWEEN THE IVIGRESIDENTALT UNIT
3"MIN.
AND THE HOLDING TANK TO BE
1/4"PER FT7 .
TT -- LOATBHUTOFF ,.C. W >/,
TEE I(ATIRP�ICAL) rl�1 Vl� Q
i' ALL JOINTS BELOW-/ B 1LMINOUS P
UQUID LEVEL TO BE TERIOR ASPHALTIC
WATERTGHT ANO COATTANK HIGH cTo� E-
LEAKAGE TESTED KOF 300M SEAL(TYP) Vl
PRIOR TO BACK7IWNG OR EQUAL EVEL FLOAT W EI ice_,U2 ul
PETO 12"A GRAVELOR
INLETS dOU�E O
CRUSHED STONE D:
BEDDING LAYER
SECTION VIEW WATER TGHT JOINT 4M
INARGE&OUST SHRINK GOUT
OUTSIDE
TANK 512E MAX LIQUID DEPTH"A"TANK D:MEN610 S'B"%"G" H:IGHT
1500 GAL 4-t 6'-0"X tN'-O" B' _ 6'-3" TTy
PLAN VIEW 7
Z 7
HOLDING TANK (1500 HEAVY DUTY SEPTIC TANK) < w
NOT TO SCALE BY FORT MILLER OR EQUAL (n Z
a