2024-0139 I
1
esi SEPTIC DISPOSAL PERMIT Office Use Only
APPLICATION---AT_ION=------ °+i Permit#: a�rOI T
Town of Queensbury l;' r' , to ._' I ` 4
'�% — { t ` \ :erTi:
Fe: s.+�'
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°� �� $ nvoice
742 Bay Road,Queensbury,NY 12804 � WIP 4: k /� .
P:518-761-8256 www.queensbury.nettly 1l7.7-t--•- " rli' �y Septic Varianc r? No
Tg J\NO.07 '..-
- - t'
$fl , '-' Flood Zone? No /7 y ��
Wetlands? No Reviewed By:
Project Location: 42 Old Assembly Point Rd
Tax Map #: 239.12-2-11
RESIDENCE INFORMATION:
Year Built Gallons #of bedrooms: X gallons per =total daily flow
per day bedroom Garbage Grinder Yes No
1980 or older 150 Installed? (choose one) ❑ 0
1981-1991 130 Spa or Hot Tub Yes No
1992-Present 110 6 110 Installed? (choose one) ❑ Q
PARCEL INFORMATION:
Topography • Flat Rolling ❑ Steep Slope % Slope
Soil Nature 111Sand 0 Loam ❑ Clay ❑ Other, explain:
Fine loamy sand
Groundwater At what depth? 24"
Bedrock/Impervious material At what depth? >67"
Domestic Water Supply ❑ Municipal ❑ Well *Lake
(if well or lake, water supply from any septic system absorption is
n/a ft.)
Percolation Test Rate: 2.5 per minute per inch (test to be completed by a
licensed engineer/architect)
PROPOSED SYSTEM INFORMATION:
Tank size gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or
spa/hot tub 2,000 gallon existing
System Absorption field w/#2 stone Total length ft.; Each Trench ft.
Seepage Pit w/#3 stone How many: ; Size:
Alternative System x Bed or other type: 20x50 stone absorption bed
Holding Tank System Total required capacity? ; tank size ;
# of tanks
Septic Application Revised July 2022
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): Jeffrey Randles
Mailing Address, C/S/Z: 42 Old Assembly Point Rd Queensbury NY
Cell Phone: 518-894-1821 Land Line:
Email: jeffrey.randles@ymail.com
• Primary Owner(s):
Name(s): same as app
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
❑ Check if all work will be performed by property owner only
• Contractor:
Contact Name(s): Crandall Excavation
Contractor Trade: site work
Mailing Address, C/S/Z: 63 Woodchuck Hill Rd Lake George 12845
Cell Phone: 518-793-0431 Land Line:
Email: chriscrandalldigs@gmail.com
**Workers' Comp documentation must be submitted with this application**
• Engineer(s):
Name(s): Environmental Design Partnership
Mailing Address, C/S/Z: 900 Route 146 Clifton Park NY 12065
Cell Phone: 518-371-7621 Land Line:
Email: nzeglen@edpllp.com
Contact Person for Compliance in regards to this project: Nick Zeglen
Cell Phone: 518-371-7621 Land Line:
Email: nzeglen@edpllp.com
Declaration: Any permit or approval granted which is based upon or is granted in reliance upon
any material representation 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 and agree to abide by these and all
requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
PRINT NAME: Nick zeglen (EDP)
SIGNATURE: DATE: 3/21/24
Septic Application Revised July 2022
•
•
•
TOWN OF QUEENSBURY • "°,
742 Bay Road, Queensbury,NY. 12804-5902 •
•
• Septic System Checklist •
'` Plan to scale
•
Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and • •
Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects)l-zz
-IA- \II wells on property and adjacent properties shown •
iLetback
& ater line shown Municipal or well 10'separation to any part of system to property lines show 10'or more for any part of system •
Septic tank and pump stations 10'from foundation.50'from any•
well/lake/wetland 10'from any waterline
• ' r_beptic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank
for 0',Separation required(field verification required)
'7L Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each •
t4'Leech Field 20'from foundation 100'from any well 10'from water line
N1 Seepage pit 150'from.well 50'from septic tank
it/IA/Seepage Pits 3-times diameter apart •
Y_60-• Septic tank and pump stations over 30 gallons 50'from watercourse o w and •
distance from bottom of trench or system 24"to bedrock or mottlin 6"w in 1000'of Lake George
)-'/Leech field 100'from watercourse or wetland
A/ oe of mound or bottom of retaining wall.l0'from property line 100'from well 20'from •
Foundation
•
IiF Provide•Engineer/Architect stamp for bed or design systems • . .
lilib
p apartment of Health Approval for all mobile home park new systems Flood Plain requirements
��
• /�" 2'above established flood elevation to bottom of system •
!V y All tanks anchored or 2'above flood elevation
SITE LOCATION MAP
SOILS ANALYSIS - TEST PIT DATA
OCTOBER 14, 2016 SCALE: 1" = 2000'
TEST PITS WERE EXCAVATED IN THE AREA OF THE PROPOSED WASTEWATER
SYSTEM AND LOGGED BY DENNIS MACELROY, PE THE SOIL LOGS OF THESE
EXCAVATIONS ARE AS FOLLOWS:
TEST F1T Al - NORTHEAST CORNER OF TREE AREA
O - 10" FOREST DUFF, ORGANIC MATERIAL, LOAMY SAND
10" - 42" FINE LOAMY SAND, BROWN - DRY
ROOTS TO 24", SOME COBBLES/SMALL BOULDERS
42" - 66" FINE SAND - BROWN,
FIRMER WITH DEPTH
NO OBSERVATION/INDICATION OF GROUND WATER OR LEDGE
TEST PIT A2 MIDDLE OF TREE AREA
0 - 10" FOREST DUFF, ORGANIC MATERIAL, LOAMY SAND
loll - 411, FINE LOAMY SAND - BROWN, DRY
41 " - 67" FINE LOAMY SAND- BROWN, DRY
FIRMER AT DEPTH
NO OBSERVATION/INDICATION OF GROUND WATER OR LEDGE
TEST PIT 0 WEST SIDE OF TREE AREA
0 - 10" FOREST DUFF, ORGANIC MATERIAL, LOAMY SAND
10" - 23" FINE LOAMY SAND - DRY
23" - 65" FINE SAND TO SILTY SAND - DRY
FIRMER WITH DEPTH
NO OBSERVATION/INDICATION OF GROUNDWATER OR LEDGEJ� I
SOILS ANALYSIS - PERC TEST DATA
OCTOBER 19, 2016
THE FOLLOWING PERCOLATION TESTS WERE
PERFORMED BY ENVIRONMENTAL DESIGN PARTNERSHIP.
ALL TEST HOLES WERE PRESOAKED TWICE WITH 6" OF
WATER AND ALLOWED TO COMPLETELY DRAIN.
PERCOLATION TESTS WERE COMPLETED AT 12" DEPTH
AS PER SHALLOW TRENCH SYSTEMS.
PTA1
TRIAL 1: 1:50
TRIAL 2: 2: 10
TRIAL 3: 1:55
TRIAL 4: 2: 10
PTA2 c
TRIAL 1: 1:45
TRIAL 2: 2: 10
TRIAL 3: 2: 15 f
LAKE
CE_oF�'CE
FILL SYSTEMS STANDARD NOTES:
A. IN THIS CASE WHERE TESTS FOR HIGH GROUNDWATER DETERMINATION. OR SOIL PERCOLATION
TESTS PROVE THAT THE QUALITY AND DEPTH OF NATURAL SOIL IS INADEQUATE FOR AN
INSTALLATION, A FILL SYSTEM MAY BE UTILIZED, PROVIDED THE FOLLOWING SPECIFICATIONS
ARE MET. FINAL APPROVAL OF FILL SYSTEMS SHALL NOT BE GRANTED UNTIL THE FILL IS IN
PLACE AND THE SYSTEM EVALUATED ACCORDING TO THE ADMINISTRATIVE PROVISIONS OF THIS
ORDINANCE.
B. THE DESIGN AND INSTALLATION OF A FILL SYSTEM SHALL COMPLY WITH THE FOLLOWING
SPECIFICA 77ONS:
1. THERE MUST BE AT LEAST TWO (2) FEET OF NATURALLY OCCURRING SOIL (THREE (3) FEET
WITHIN 1000 FT OF LAKE GEORGE) OVER AN IMPERVIOUS LAYER.
2. THE MAXIMUM ALLOWABLE EXISTING NATURAL GROUND SURFACE SLOPE FOR BUILT-UP
SYSTEMS SHALL BE TEN (10) PERCENT.
3. WHEN PLACING FILL ON TOP OF EXISTING GRADE ORGANIC DEBRIS, INCLUDING LEAVES, ROOTS,
AND OTHER PLANT FORMS, SHALL BE REMOVED PRIOR TO THE PLACEMENT OF THE FILL AND
THE NATURAL SOIL PLOWED OR SCARIFIED.
4. THE SOIL USED FOR FILL SHALL BE WELL GRADED LOAMY SAND, OR WELL GRADED LOAMY
SANDY GRAVELS, AND SHOULD CONTAIN A MAXIMUM OF TWELVE (12) PERCENT SILTS OR
CLAYS CONTAINING NO ORGANIC DEBRIS OR NO SOLID OBJECT LARGER THAN THREE (3)
INCHES IN DIAMETER AND THE FILL SHALL BE ALLOWED TO STABILIZE NATURALLY FOR AT
LEAST SIX (6) MONTHS OR BE MECHANICALLY COMPACTED. PERCOLATION RATE FOR FILL
MATERIAL TO BE WITHIN 1 TO 5 MINUTE. CONTRACTOR TO VERIFY PERCOLATION RATE PRIOR
TO PLACING FILL.
5. SUFFICIENT FILL MUST BE INSTALLED TO ENSURE A MINIMUM OF THREE (3) FEET BETWEEN
ANY TRENCH BOTTOM AND MAXIMUM HIGH SEASONAL GROUNDWATER. THIS SEPARATION MUST
BE THREE (3) FEET WITHIN 1000 FEET OF LAKE GEORGE.
6. ONLY ABSORP77ON FIELDS SHALL BE USED AS THE LEACHING FACILITY /N FILL SYSTEMS
7. A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE FILL SYSTEM IN THE
UP -SLOPE DIRECTION AND OF SUFFICIENT LENGTH TO DIVER SURFACE AND SHEET WATER
RUNOFF AROUND THE FILL SYSTEM.
6. THE TOP OF THE FILL OVER THE LEACHING FACILITY SHALL BE CROWNED OR SLOPED TO
ALLOW NATURAL SURFACE RUNOFF, AND SEEDED.
9. SIDE SLOPES OF THE FILL SHALL BE GRADED TO A SLOPE NOT STEEPER THAN ONE (1)
VERTICAL ON THREE (3) HORIZONTAL UNLESS RETAINED BY A STONEWALL AS ORDERED BY
ENGINEER
20"
4' OF 4" PVC
PIPE TO REDUCE
4" OUTLETS
FORCE MAIN
VELOCITY PRIOR
TO ENTERING
D-BOX
12"MIN
COVER
- INLET
-
LET
REDUCER AS
12"MIN
NEEDED TO
MAKE 2" TO 4"
CONNECTION
FINISHED GRADE
. y . V a 4
- BAFFLE INVEF
- 2" MIN. ELEV.
�11 0 LJ
COMPACTED CRUSHER RUN
OR PEA GRAVEL
REMOVABLE COVER
4" OUTLET
y F 2" MIN.
HDPE PIPE
4" OUTLETS HDPE PIPE SEALS (TYP)
SEALS (TYP) SECTION VIEW
NOTES: PLAN VIEW
1. D-BOX TO BE #1 OR #2 DISTRIBUTION BOX BY FORT MILLER OR EQUAL.
2. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. USE OF SPEED LEVELING DEVICES IS REQUIRED.
3. THE SLOPE OF OUTLET PIPES BETWEEN THE DISTRIBUTION BOX AND DISTRIBUTOR LATERALS SHOULD BE AT LEAST 1/32" PER FOOT.
4. BAFFLE IS REQUIRED.
5. D-BOX TO BE SET ON 12" MIN. COMPACTED CRUSHER RUN (ITEM #4) OR PEA GRAVEL.
6. FORCE MAIN SHOULD SLOPE BACK TOWARDS PUMP AT NO LESS THAN 3% SLOPE TO PREVENT FREEZING OF PIPE.
e,\DISTRIBUTION BOX
NOT TO SCALE
NEIGHBORING WELL
FINISHED GRADE
GEOTEXTILE FABRIC
ELEV = 342.50t
TOP OF STONE
ELEV = 342.00f
4" PERFORATED PIPE
SEED AND LOAM TO
PROTECT FROM EROSION FILL MATERIAL PER FILL
NOTES. PERC RATE
,:
•:
_
1-5MIN PER INCH
777��
12" THICK
i
STONE BED
= - - • >_`
fJFcfl c
` c - c,
20 FT WIDTH
- EXISTING DRIVEWAY
EXISTING GRADE ..
4.
777
--
ELEV 338.5
._
__.. _.
..
E _
36" MIN. SEPARATION TO
RESTRICTIVE LAYER,
WASTEWATER CROSS
SECTION
GROUNDWATER OR BEDROCK
NOT TO SCALE
DIVERT SURFACE WATER AWAY - - - -
339
FROM WASTEWATER FIELD
I
34II
50
.f,.FG2.50--- -
----- --_-.
-------./r--FG2.50
n
PRECAST CONCRETE I
... N
..
..
90.,..
DISTRIBUTION BOX, TYP
0
i4"
"PER RATED PVC .
o
CoNG Yy' ::.RIP .. 5' O.C._
CONNECT EXISTING FORCEMAIN WITH
PRESSURE RATED COUPLING,
/ a MAINTAIN DRAIN BACK TO PUMP
o TANK. CONTRACTOR TO VERIFY
n
/ L
EXACT LOCATION, TYPE OF EXISTING I 452 STORY WOOD FRAME HOUSE a i,_ - - - - _ _ _ - - - - _ 0
FORCEMAIN PRIOR TO CONSTRUCTION FG g�F342
UP I 341
/ 340 - -
ss SS
/ SS SS S 339
LANDS N/F OF
NANCY F/ WASTEWATER PLAN VIEW
BOOK 957 OF DEEDS
/ 200' SHORELINE SETBACK /
AT PAGE 36 / PAVILLON � WASTEWATER ABSORPTION FIELD 20' NOT TO SCALE TOWN OF QUEENSBURYRQUEENSBURY-
/ X 50' X 12" (1,000 SF MIN.) STONE WASTEWATER ABSORPTION FIELD DESIGN ("'E O P 7`
/ CALCULATIONS: BUILDING $c
/ ABSORPTION BED 4" PERFORATED PIPE
DISTRIBUTION LATERALS >35OFTt TO THE PROPOSED ABSORPTION FIELD WAS DESIGNED IN Reviewe ;
/ 22* BERNHOLZ WELL ACCORDANCE WITH NYSDOH APPENDIX 75A AS FOLLOWS -�
DESIGN PERCOLATION RATE = 11-15 MIN/IN
/ �0 299.99' IPF CIRF TOTAL BEDROOM COUNT = 6
i DESIGN FLOW = 110/GAL/DAY/BR
CHAIN LINK FENCE 239.12-2-11 2024-0139
110 X 6 = 660 GAL, DAY i�
_ APPLICATION ' APPLICAON RATE J
0.70 GAL/DAY/SF RandleS� Jeffrey
s REQUIRED ABSORPTION AREA = 660 GPD 0.70
►e) 42 Old Assembly Point Rd
= 943 SF
AREA = -- PROPOSED ABSORPTION AREA= 20' X 50'
37,951 SQ. FT. MA LE 341 % Residential Septic Alterations
= 7, 000 SF
%'
342
- - - - %,' 342.5 g
FG'':.::..: T , L=~-FG I WASTEWATER SYSTEM - BASIS OF DESIGN
t
REGULATORY AUTHORITY. • TOWN OF QUEENSBURY
'R
DESIGN STANDARDS: NEW YORK STATE DEPARTMENT OF HEALTH (10NYCRR APPENDIX 75-A), WASTEWATER
TREATMENT STANDARDS INDIVIDUAL HOUSEHOLD SYSTEM. TOWN OF QUEENSBURY ORDINANCE CHAPTER
�• y l x ._ J I f 136: SEWERS AND SEWAGE DISPOSAL - PART 1, ON -SITE SEWAGE DISPOSAL SYSTEMS
i
SHED '/,!:�x•...: I n I PROJECT DESCRIPTION: THE PROPOSED WASTEWATER SYSTEM TO SERVE A PROPOSED SIX (6) BEDROOM
/ 42.50A1` x '
4 r-'-% 2.50 L I RESIDENCE SHALL CONSIST OF AN EXISTING 2,000 GALLON PRECAST CONCRETE SEPTIC TANK, EXISTING 1,000
342 ,%x\` x' F� ^:� GALLON PRECAST CONCRETE DUPLEX PUMP TANK, WITH EFFLUENT PUMPED TO A 20' X 50' X 12" THICK
STONE BED WITH FOUR 4" DISTRIBUTION LATERALS
ky
340
4" PVC PROJECTED FLOWRA FE: BASED ON A SIX (6) BEDROOM COUNT AND NYS DOH STANDARDS FOR POST 1991
s5 S
/ _ _ �'`
SS Ss 339 - I O WATER SAVING FIXTURES ® 170 GALLONS PER DAY PER BEDROOM, THE AVERAGE DAILY FLOW (ADF) IS 660
/ GALLONS. SHOULD HOUSEHOLD FIXTURES NOT BE OF THE 'LOW FLOW' TYPE MANUFACTURED SINCE 1991
SS_S -SS I THEN THE FIXTURES SHALL BE REPLACED AS NEEDED. THIS FLOWRATE DOES NOT INCLUDE THE USE OF A
SS / 20' WIDJ RIGHT OF WAY / GARBAGE GRINDER (NOR IS ONE RECOMMENDED) OR A HOT TUB/SPA. ADDITIONAL FLOWRATE MUST BE
/ INCLUDED IN THE DESIGN SHOULD EITHER OF THESE COMPONENTS BE PART OF THE HOUSE DESIGN.
ABSORPTION FIELD :SYSTEM: THE ABSORPTION SYSTEM IS DESIGNED AS A 12" THICK STONE BED
r DIMENSIONED 20'XSC'' FOR 1,OOSF TOTAL AREA. THE BED WILL HAVE FOUR (4) 4" PERFORATED PVC
LATERALS 5 FT O.C. REQUIRED FILL SOILS (QUEENSBURY RED DIRT) SHALL BE IMPORTED TO CREATE A
/ J SUITABLE SOIL TRANSITION TO THE NATIVE SOIL. CONTRACTOR TO PROVIDE ENGINEER WITH SPECIFICATIONS
FROM PIT PRIOR TO CONSTRUCTION.
'5 / EXISTING FORCEMAIN TO 33 1 1`1V\
r REMAIN, CONTRACTOR TO GENERAL SAN.' TAR Y NOTES:
CONFIRM TYPE AND SIZE `'� 1. MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL. CONTRACTOR SHALL VERIFY THE LOCATION
I PRIOR TO CONSTRUCTION OF ALL EXISTING WELLS PRIOR TO CONSTRUCTION.
' r ^ 2. MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDINGS SHALL BE 10 FEET.
3. MINIMUM SEPARATION BETWEEN EDGE OF TRENCHES AND TOE OF FILL (RAISED SYSTEMS) AND BUILDINGS SHALL
BE 20 FEET.
4. MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF TRENCHES OR TOE OF FILL (RAISED SYSTEMS)
5 _ - - SHALL BE 10 FEET. TOWN OF QUEENSBURY
5. MINIMUM SEPARATION BETWEEN ANY WELL AND SEPTIC TANK TO BE 50 FEET. BUILDING DEPARTMENT
/ / \ 6. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW YORK STATE SANITARY Cwithed on our limited examination, compiian
our comments shall not be construed
/ p . 16' l 7. REQUIRED INSPECTIONS (TO BE PERFORMED BY PROFESSIONAL ENGINEER): indicating
n''the
�plans and specifications are
338 / UP /PF 2�✓• p N& •18'1 "w 7 A) PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF THE 77LE FIELD C SFtzU¢71 jv: e with the Building Codes
OH - - - - ...� G V B) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL. ew }'9 j8te.
_- �. / / C) PRIOR TO BACKFILLING BED AREA.
1 / CONNECT EXISTING FORCEMAIN WITH CONTRACTOR TO REMOVE ALL D) FINAL INSPECTION UPON COMPLETION OF THE SYSTEM.
PRESSURE RATED COUPLING, MAINTAIN COMPONENTS OF EXISTING B. CRUSHED STONE SHALL BE CLEAN, DURABLE AND NO SMALLER THAN OR LARGER THAN 1-1/2" DIAMETER.
DRAIN BACK TO PUMP TANK. WASTEWATER ABSORPTION FIELD 9. WHEN THE BED AREA HAS BEEN EXCAVATED, THE SIDES AND BOTTOM SHALL BE RAKED TO SCARIFY ANY
�K• EXISTING 2,000 GALLON SEPTIC CONTRACTOR TO VERIFY EXACT AND REMOVE OFFSITE IN SMEARED SOIL SURFACES.
TANK, 1,000 GALLON DUPLEX LOCATION, TYPE OF EXISTING ACCORDANCE WITH LOCAL AND
Y POLE PUMP TANK TO REMAIN FORCEMAIN PRIOR TO CONSTRUCTION TOWN LAWS. REPLACE WITH FILL 10. CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE KEPT OFF THE AREA TO BE
338.00 AS PER FILL SOILS NOTE UTILIZED FOR THE ABSORPTION BED SYSTEM TO PREVENT UNDESIRABLE COMPACTION OF THE SOILS.
11. THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE GRINDERS. IN THE EVENT THAT GARBAGE
GRINDERS ARE TO I?E INSTALLED, THE CONTRACTOR. SHALL NOTIFY ENGINEER PRIOR TO SEPTIC INSTALLATION
FOR NECESSARY MODIFICATIONS.
100' WELL SETBACK, LANDS OF SHIRVELL
12. FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES SHALL NOT BE CONNECTED INTO THE SEPTIC
LANDS
KATHLEEN M..�ULLIVAN LANDS N/F OF /F 13. CONTRACTOR TO CCMPLY WITH ALL O.S.H.A. AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING
LL� �'
IRREVOCABLE TRUST / DONALD NOL TE CONSTRUCTION.
BOOK 5838 OF DEEDS / BOOK 793 OF DEEDS 14, AS PER NEW YORK STATE INDUSTRIAL CODE 53. CALL 1-800-962-7962 TO LOCATE BURIED CABLES, OR OTHER
AT PAGEI 98 / AT PAGE 165 UNDERGROUND UTILITIES, NO LESS THAN TWO, OR MORE THAN TEN WORKING DAYS, PRIOR TO DIGGING, DRILLING,
/ EXCAVATING, DRIVING POSTS, ETC.
LAKE WATER SUPPLY / LAKE WATER SUPPLY
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DRAWN BY
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CHECK BY
NZ
EDP PROJECT NUMBER
13306
E ALTERA77ON OF THESE DOCUMENTS IN ANY WAY, UNLESS
ONE UNDER ME DIRECT SUPERVISION OF A COMPARABLE
ROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER,
ANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR
RWYOR FOR A SURVEYOR, IS A WOLA77ON OF THE NEW
K STATE EDUCATION LAW AND/OR REGULA77ONS AND IS
A CLASS "A' MISDEMEANOR.
REVISION
DATE
BY
iAl
tir
OPE
S 1,
SCALE:
1"=20'
SHEET TITLE::
R
WAS 1TE WA 1T E I O
REPLACEMENT
PLAN & DETAILS
SHEET:
1 of 1
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