1.1 1.1
SETPH.VAR\Ervolina-Replacement Wastewater System to Lake—10-3-16
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF SALVATORE AND KATHY ERVOLINA
RESOLUTION NO.: ,2016
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is
authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal
Ordinance, and
WHEREAS, Salvatore and Kathy Ervolina have applied to the Local Board of Health for a
variance from Chapter 136 to replace their existing waterfront wastewater system with the absorption
field of such new system to be located 86' from the lake shoreline in lieu of the 100' setback required
on property located at 11 Grey Ledges Drive, Queensbury,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury's Local Board of Health will hold a public hearing
on Monday, October 17th, 2016 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Salvatore and Kathy Ervolina's sewage disposal variance application
concerning property located at 11 Grey Ledges Drive, Queensbury(Tax Map No.: 239.16-1-3) and at
that time all interested persons will be heard, and
BE IT FURTHER,
RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town
Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice
to neighbors located within 500' of the applicant's property as required by law.
Duly adopted this 3rd day of October, 2016,by the following vote:
AYES
NOES
ABSENT:
A (IIIIIIIIIIII)
` %° �IIIIIIIIIIII�
ENVIRONMENTAL DESIGN
PARTNERSHIP,LIP
September 27,2016
Town of Queensbury Board of Health )LL!.. 3
742 Bay Road
Queensbury,NY 12804 4
41
RECEIVED
Attn: John Strough, Supervisor SEP 2 7 2016
Re: Ervolina Wastewater- 11 Grey Ledges Drive QUEENSBURY
BOH Variance Request i CLERK'S OFFICE
°moi fpm
Dear John: 61 _ 8
Submitted for your distribution are nine sets of a Board of Health wastewater system variance application
for a single family residence located at 11 Grey Ledges Drive. Sal and Kathy Ervolina are proposing to
replace their existing waterfront wastewater system and are requesting a Board of Health variance for the
absorption field setback. The application documents include the following:
• Replacement Wastewater System For The Ervolina Residence
11 Grey Ledges Drive
Sheet WW-1 Wastewater Variance Plan
Sheet WW-2 Clarus Details
Sheet WW-3 Wastewater Replacement Details
• Queensbury Town Board of Health Application for Septic Variance
• Application Fee- $100 check
I am available to meet with you and/or other Board members to further discuss this proposal prior to the
public hearing. Thank you for your consideration of this request.
Sincerely,
Dennis MacElroy,PE
Environmental Design Partnership
Attachment
Cc: Dave Hatin
Salvatore Ervolina
900 Route 146, Clifton Park, New York 12065 phone(518)371-7621 -fax(518)371-9540
Town of Queensbury Building & Codes Office Use Only
SEPTIC VARIANCE APPLICATION Received.
Tax Map ID:
Submittal: 1 original&8 copies of the completed application package Permit No.:
Permit Fee: $
Approvals:
Owner Salvatore Ervolina Owner's Agent Dennis MacElroy
Address 22 Huntersfield Road Address EDP-4 Glens Falls Tech Park, #5
Delmar,NY 12054 Glens Falls,NY 12801
Phone 475-0254 Phone 376-4485
Directions to Site: Bay Road north to Rt.9L,nght on 9L approx.1/2 mile to Grey Ledges Dr.on left. Steep driveway on right
Distance from well on property to septic system (if applicable) NA feet
Is it possible to install a conforming septic system on this property? Yes I No
If YES, please explain and attach diagram:
Does proposed system meet setback requirements for distance from wells&septic systems on neighboring properties?
I Yes _No If NO,please explain:
Is proposed system to be installed over a parking area? Yes I No
Section of the Sanitary Sewage Ordinance from which you are seeking the variance: (example: leaching system will be 89 ft.
from well in lieu of required 100 ft. separate distance):
V-1 ABSORPTION FIELD SETBACK TO THE LAKE SHORELINE: Be VS. 100'REQUIRED
Town of Queenstxny Building&Codes Septic Variance Application 518-761-8256
List the names,parcel addresses,and tax map numbers of all adjoining property owners. You may obtain tax map numbers
from the Assessor's Office as well as the names and addresses:
North Name Kate&Shawn McCarthy
Address 3 Cherry Tree Lane Saratoga Springs,NY 12866
Tax Map ID 239.164-5
South Name: Diane Matthews
Address 18 Cedar Court Lake George,NY 12845
Tax Map ID 239.16-1-2
East Name: state Rt 9L
Address
Tax Map ID
West Name: Lake George
Address
Tax Map ID
OWNER STATEMENT
I,we do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
11 Grey Ledges Drive
I,we realize that putting the well,septic tank,or leaching system less than the required 100 feet from the
lake may increase risk of pollution.
Owner-Print Name: _ Salvatore Ervolina
Owner-Signature: A — — Date: 77Z-6 46
NEIGHBOR OR TENANT RELEASE STATEMENT(if applicable)
I,we do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at
I,we realize that putting the septic tank or leaching system less than the required feet from the
may increase risk of pollution.
Neighbor or Tenant-Print Name:
Neighbor or Tenant-Signature: Date:
Town of Queensbury Buildng&Codes Septic Variance Apgicafion 518-761-8256
•
` Signature Page
This page includes the Authorization to Act as Agent Form, engineering Fee Disclosure, Authorization for Site Visits, Other
permit responsibilities and agreement to provide documentation required.
Complete the following if the OWNER is using an Agent:
Owner's Name: Salvatore Ervolina
Designates: Dennis MacElroy as agent regarding Septic Variance for
Tax Map ID: 239.16-1-3
OWNER'S SIGNATURE: Date: ?/.2 /14.
Engineering Fee Disclosure: Applications may be referred to the Town consulting engineer for review of septic design, storm
drainage,etc. as determined by the Town Board of Health. Fees for engineering review services will be charged directly to the
applicant.
Authorization for Site Visits: By signing this page and submitting the application materials attached, herein, the Owner,
Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code Enforcement Officers and
Town Engineer to enter the subject properties for the purpose of reviewing the application submitted.
Please Note: Other permits may be required for construction or alteration activity subsequent to approval by the Town Board of
Health. It is the applicant's responsibility to obtain any additional permits.
Official Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated stenographer tape
record the proceedings of the meetings resulting from application, and that minutes transcribed from those tapes constitute the
official record of all proceedings. If there is a discrepancy between such record and the handwritten minutes taken by the
designated stenographer,the handwritten minutes shall be deemed the official record.
✓I, the undersigned, have thoroughly read and understand the instructions for submission; agree to the submission
requirements and completed the checklist.
PRINT NAME OF OWNER: Salvatore E wins
SIGNATURE OF OWNER: 4/d/- /
DATE: 7/ / /
PRINT NAME OF AGENT: Dennis MacEiroy
SIGNATURE OF AGENT: 4•3 Ke ,l —acs-r
DATE: G' —ZCo—1
Town of Queensbury Building&Codes Septic Variance Application 518-761-8256
kF5 ;,o
WLS ANALY95
— TE5T PIT DAT.
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AUGUST 2016
AUGUST 2016
REGUTATORY AUTHORITY: TOWN OF QUEENSBURY
PARCEL DESCRIPTION: THIS GREY LEDGES DRIVE PARCEL SITS
DESIGN STANDARDS: NEW STATE DEPARTMENT OF HEALTH (t ONYCRR APPENDIX 75—AL WASTEWATER TREATMENT STANDARDS —INDIVIDUAL HOUSEHOLD SYSTEM.
d
ALONG THE
EASTERN SHORELINE OF BAY. THE EXISTING
OYORKRDINANCE
TOWN OF QUEENSBURY ORDINANCE —CHAPTER 136: SEWERS AND SEWAGE DISPOSAL —PART 1. ON—SITE SEWAGE DISPOSAL SYSTEMS
ABSORPTION BED TO SHORELINE
SEPTIC SYSTEM CO ASEPTIC TANK AND AN UNKNOWN
IC TANKS
O
X tA�
DISPERSAL
SYSTEM. BASED ON AN EFFORT TO PLACE A
DESCRIPTION THE PROPOSED WASTEWATER SYSTEM TO SERVE THE THREE BEDROOM RESIDENCE SHALL CONSIST OF A GURUS FUSION -EFFLUENT PUMP SYSTEM TO AN ABSORPTION
{ °
DISPERSAL
FIELD AS FAR FROM DTE LAKE FRONT AS POSSIBLE AN
BEDJDES
BED DESIGN.
F m1b'`.t
AREA UPGRADIENT OF THE EXISRNG DISPERSAL AREAWAS
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INVESTIGATED. TEST PITS WERE EXCAVATED IN THE AREA OF THE
SOILS ANALYSIS: SOILS INVESTIGATIONS IN THE AREA OF THE PROPOSED ABSORPTION FIELD FOUND A LOAMY FINE SAND TO SANDY SILT TO A DEPTH OF 3' TO 4' WITH FRACTURED ROCK
PROPOSED
WASTEWATER M AND LOGGED BY DENNIS
ENCOUNTERED. PERCOLATION RATE OF THE EXISTING FINE SAND SOIL IS IN THE B TO 10 MINUTE/INCH RANGE. ADDITIONAL FILL SOILS (OVEENSBURY RED DIRT) WILL BE BLENDED TO MAINTAIN A
"
LLOG
PE. THE SOIL LOGS OF THESE EXCAVATIONS ARE AS
COMPARABLE PERC RALE.
S� iL
FOLLOWOY.
FOLLOWS:
1.1
ERVOIJNA RESIDENCE HAS A LAKE WATER SUPPLY.
EFFL ENT FROMTHECLARUS TREATMENTUNIT IS
PROJECTED RQWNI BASED ON A THREE (3) BEDROOM COUNT AND NYS DOH STANDARDS FOR POST 1991 WATER SAVING FIXTURES ® 110 GALLONS PER DAY PER BEDROOM, THE AVERAGE
e 'q'
TEST PIT 81
— NEAR EXISTING TANK
DAILY FLOW AGE) IS 330 GALLONS. SHOULD HOUSEHOLD R NOT BE OF THE 'LOW FLOW TYPE MANUFACTURED SINCE THEN THE SHALL BE REPLACED AS NEEDED. THIS
`.
1- 0
GRINDER (N AL USTFIXTJMS
DOES NOT INCLUDE THE USE OFA GARBAGE GRIRDER (NOR IS ONE RECOMMENDED) OR A HOT TUB/SPA. ADDITIONAL FLOWRATE MUST BE INCLUDED IN THE DESIGN SHOULD EITHER
0' — 6"
FOREST DUFF , ORGANIC MATERIAL
OF THESE
OF THESE COMPONENTS BE PART OF THE HOUSE DESIGN. 1
o
6' — 24'
LOANGISH SAND
Wjj FRACTURED ROOK
ENHANCED TREATMENT UNI IN PLACE OF A COVENTONAL SEPTIC TANK A CLARUS FUSION 450 ETD IS SPECIFIED TO PROVIDE ENHANCED TREATMENT CAPABILITIES. THIS UNIT IS SIZED FOR A
5r Bt�l t
Ld
OR
3 BEDROOM FLOWRATE AND COMPLIES WITH NSF 40 CER11 CATON STANDARDS. SEE PLAN SHEET WW -2.
r1nH a,
24" — 56"
MEDIUM/FINE SAND/SILT— BROWN. MM SOME
EFFLUENT PUMP PIT AND PUMP ASSEMBL,: SEPTIC TANK EFFLUENT SHALL FLOW TO A CONCRETE PUMP PIT TANK (1000 GALLON), BY UTOPIA OR EQUAL. HOUSING A PUMP ASSEMBLY AND
10
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ROCK
CONTROLS FOR TIMED DOSING OF THE EFFLUENT. THE EFFLUENT PUMPS SHALL BE BY GOULDS PUMPS (MODEL 3585) OR EQUAL, CAPABLE OF 30 GPM AT A IDH OF 15 FEET. THE CONTROL
PANEL W1TH AUDIBLE ALARM AND REMOTE LIGHT SHALL BE LOCATED BURIN MECHANICAL SPACE OF THE HOUSE. THE ALTERNATING PUMP CONTROLS, SJE RHOMBUS MODEL IFS OR EQUAL
REFER TO SECTION A:A'
NO LEDGE.
NO OBSERVATION OR INDICATION OF GROUND WATER
SHALL INCLUDE A TIMED DOSE (2 TO 3 HOURS PER CYCLE) WHICH DELIVERS A DOSING
f6' ?
TEST PIT 82
NORTH END, SLIGHTLY DOWNSLOPE FROM TP 1
VOLUME OF APPROXIMATELY 90% OF THE FIELDS PIPE VOLUME PER DOSE. FINAL PUMP CONTROL
SETTINGS WILL BE ESTABLISHED IN THE FIELD BY THE ENGINEER DURING THE SYSTEM TESTING AND START—UP PHASE.
{
ON SHEEP WW -3
t
THE CONTROLS SHALL INCLUDE A MINIMUM OF THREE FLOATS TO SERVE AS 'TMER ENABLER, ALARM/LAG PUMP ENABLER AND TIMER OVER—RIDE' AS PER THE MANUFACTURER'S SPECIFICATIONS,
0 J 1
0' — 6"
FOREST DUFF, ORGANIC MATERIAL
(
tkLf,
Y,
THE ACCESS TO THE PUMP PIT SHALL BE POLYLOK PLASTICCOMPONENTS (30' MIN.) OR EQUAL THE PUMP SYSTEM SHALL BE INSTALLED TO LINE UP WTH THE TANK ACCESS FOR EASE OF
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6' — 22'
LOAMY SAND — ORANGISH BROWN, WITH
REMOVAL. THE PUMP PIT SHALL BE VENTED BACK TO THE HOUSE STACK.
o
FRACTURED ROCK.
$ s fABSORPTION
FIR D SYSTEM: THE ABSORPTION SYSTEM IS DESIGNED AS A BED CONFIGURATION DISPERSAL SYSTEM WITH THREE LATERALS AT 22 LF EACH, 66 LF TOTAL.. THE FIELD SIZE SHALL
v
22" - 53"
MEDIUM/FINE SAND/ SILT WITH SOME ROCK
BE 15' X 24'+ THE BOTTOM OF THE BED SHALL BE POSITIONED TO MAINTAIN A 3' VERTICAL SEPARATION TO LEDGE. THE ABSORPTION BED SHALL BE ESTABLISHED TO MAINTAIN A
MINIMUM VERTICAL SEPARATION TO LEDGE. FILL SOILS (QUEENSBURY RED DIRT) SHALL BE IMPORTED TO CREATE A SUITABLE SOIL TRANSITION TO 1HE NATIVE SOIL. A CLAY SOIL BARRIER OR
= 2000'
NO OBSERVATION OR INDICATION OF GROUND WATER
POLY LINER SHALL BE INSTALLED ON THE DOWN GRADIANT SIDE OF THE BED SLOPE, 'TOED' INTO THE NATIVE SOIL, TO PROVIDE A BARRIER AGAINST HORIZONTAL BREAKOUT OF THE DISPERSED
g
EFFLUENT. REFER TO DETAIL ON SHEET WW -3.
BOAT HOUSE
DOCK J
APPROXIMATE
SHORELINE
WOW
OECK
2 STORY
XV. FRA.E
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LANDS OF
MCCARTHY
(LAKE WATER
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ASPHALT
A PLATDRIVE
25'
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REQUESTS
SOBS ANALYSIS — PERC TEST DATA
S 88'
1TMANGE
AUGUST 2016
EXISTING SHED TO
1
V-1
ABSORPTION BED TO SHORELINE
PERC TEST ANALYSIS - THE PROPOSED FIELD AREA WILL REQUIRE
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86' PROPOSED VS 100' REQUIRED
TUE ADDITON OF FILL SAND (OUEENSOURY "RED DIRT") OVER THE
BE RELOCATED AS
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EXISTING SOILS TO CREATE A LEVEL BED AREA. THE FILL SOIL
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WILL HAVE A 8-10 MINUTE +/- PERC RATE. THE NATIVE SOIL
PER OWNER
HOML
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BELOW HAS A PERC RATE IN THE DESIGN RANGE OF 8 - 10
MINUTEHIGHLYSTREATED PROPOSED APPLICATION F THE
1.1
ERVOIJNA RESIDENCE HAS A LAKE WATER SUPPLY.
EFFL ENT FROMTHECLARUS TREATMENTUNIT IS
rc
PROPOSED TO BE AT 1.2 GALLONS PER MINUTE.
N
2.)
NO NEIGHBORING WELLS EXIST WITHIN 100 FT OF THE
PROPOSED WASTEWATER SYSTEM.
BOAT HOUSE
DOCK J
APPROXIMATE
SHORELINE
WOW
OECK
2 STORY
XV. FRA.E
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-86 . 86'
LANDS OF
MCCARTHY
(LAKE WATER
SUPPLY)
ASPHALT
A PLATDRIVE
25'
N 86'-45'-50' W
ABSORPTION BED
24'X15'
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BASE INFORMATION 'MAP OF LANDS OF JOHN P. &DIANE
LANDS OF
N 56'-42'- W
Of
H. MATTHEW. TO BE ED SA& W.
MATTHEW.
CLARUS FUSION
MA CE
KATHLEEN M. ERVOLINA", BY COULTER k ACK
A', BY L K
(VACANT LOT)
ZF 450
6, 1996
LJCENSED LAND SURVEYORS, DAZED MAY 6, 1996
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NOT TO SCALE
84 3/4
9ELD
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NOTES
1) DIMENSIONS "I" AND "E" ARE TO THE BOTTOM OF THE INLET/OUTLET PIPE.
2) THE OVERALL HEIGHT DIMENSION 'H" IS TO THE TOP OF THE NARROW
ADAPTER RING, NOT THE RISER LID.
3) A RISER COVER COMES STANDARD. ADDITIONAL RISERS ARE
PURCHASED SEPERATELY.
EXCAVATING DIMENSIONS
SYSTEM
L
I W
I H
E
450
7'-1 '3'-8
5 "4'
-"S
4
0"FUSION
-1
FUSION 450 DIMENSIONS & EXCAVATION DETAILS
NOT TO SCALE
RED NR
UNE
NR UNE
LOCATE PPNa TO PANEL
WITHIN HOUSE
I
BLOWER
BLUE AIR
UNE
FUSION 450 AIR PUMP DETAILS
NOT TO SCALE
- - sil
OPTIONAL DECOMTNE ROCK CONnGURAHON
MC& IN 10R CONHGURAHON
AIR PUMP DETAILS
NOT TO SCALE
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30" FRAME AND COVER TO BE
HEAVY DUTY PLASTIC FRAME AND
COVER ASSEMBLY BY ZOELLER
OR EQUAL
FIX FLOAT BRACKET
TO TOP OF TANK OR
RISER SECTION.
Y TURN BALL VALVE DRAIN BACK
VALVE FOR COLD CLIMATES -
AND SEASONAL APPLICATIONS
FLAW
TO DISTRIBUTION BOX
1 1/2- PVC FORCE MAIN
SUBMERSIBLE EFFLUENT PUMPS;
MODEL 3885 BY GOULDS PUMPS
OR APPROVED EQUAL
WOVEN
FABRIC
1
1
.l1-1/2.. SCH-PVC
40
TIMER
ENABLER -
FLOAT
W
PRECAST PLASTIC
r,
�HERE
1,
OVERRIDE
QI
OR EQUAL AS
0 NAIARN
CJ
NECESSARY
G
Nw A 1ss1iS NBIMNM NAUI.. EM NDE. WLl N¢ Ya' NDY. NAA.W[n. DR Dm T on
INNSS NwmD
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PRECAST CONCRETE
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AND SEASONAL APPLICATIONS
FLAW
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SUBMERSIBLE EFFLUENT PUMPS;
MODEL 3885 BY GOULDS PUMPS
OR APPROVED EQUAL
WOVEN
FABRIC
1
1
.l1-1/2.. SCH-PVC
40
TIMER
ENABLER -
FLOAT
DUPLEXPUMP PIT
TO
SCALE
PROPOSED BOULDER
RETAINING WALL 6" MIN. THICK IMPERMEABLE
(DESIGNED BY OTHERS) CLAY BARRIER TO BE INSTALLED
AROUND VERTICAL PERIMETER OF
ABSORPTION FIELD. 45 MIL POLYPROPYLENE
\ LINER CAN BE USED IN PLACE OF CLAY
BARRIER UPON APPROVAL BY ENGINEER.
6" MIN
COVER
BALL CHECK VALVE
CRUSHED STONE BACKFILL TO
STENCILING OF PIPE (1YP.)
NOTE:
ALL PIPE CONNECTIONS TO USE
PRESSURE FITTINGS
EXISTING STONE
FINAL GRADE WALL
r NON -WOVEN FABRIC
4" PERFORATED
PVC LATERALS
EXTEND CLAY BARRIER
18" MIN. INTO
EXISTING GRADE
SECTION A:A'
NOT TO SCALE
0
12" THICK WASHED
CRUSHED STONE BED
(J" TO 1}" STONE)
3' MIN
VERTICAL
SEPARATION
TO GROUNDWATER
OR ROCK
REFER TO SHEET WW -3
FOR FILL SPECIFICATIONS
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GENERAL NOTES:
PRECAST PLASTIC
r,
RISER BY ZOELLER
1,
sL EFIILL BtuL a IxFam A AwWx a s A. 1IA1I Irc v BDAE ID D. almvnEo. TDANDA[ AmwE ANIA Ea
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OR EQUAL AS
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NECESSARY
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-
PUMP CHAMBER (1000 GAL
SEPTIC TANK) W/ 30" OPENING
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OPTIONAL
BY EUTOPIA ENTERPRISES OR EQUAL
GUIDE RAIL
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SYSTEM
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AGEE
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AT HOUSE
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TO
SCALE
PROPOSED BOULDER
RETAINING WALL 6" MIN. THICK IMPERMEABLE
(DESIGNED BY OTHERS) CLAY BARRIER TO BE INSTALLED
AROUND VERTICAL PERIMETER OF
ABSORPTION FIELD. 45 MIL POLYPROPYLENE
\ LINER CAN BE USED IN PLACE OF CLAY
BARRIER UPON APPROVAL BY ENGINEER.
6" MIN
COVER
BALL CHECK VALVE
CRUSHED STONE BACKFILL TO
STENCILING OF PIPE (1YP.)
NOTE:
ALL PIPE CONNECTIONS TO USE
PRESSURE FITTINGS
EXISTING STONE
FINAL GRADE WALL
r NON -WOVEN FABRIC
4" PERFORATED
PVC LATERALS
EXTEND CLAY BARRIER
18" MIN. INTO
EXISTING GRADE
SECTION A:A'
NOT TO SCALE
0
12" THICK WASHED
CRUSHED STONE BED
(J" TO 1}" STONE)
3' MIN
VERTICAL
SEPARATION
TO GROUNDWATER
OR ROCK
REFER TO SHEET WW -3
FOR FILL SPECIFICATIONS
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PRODNEONS OF MIS 0.ROINA M
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x. ala EIOIM m rE TA41BES GIF
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4CIIA1.
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NoNEN MAYW URUS PNONOm RIE R(/OANO 9'E CATUVS ARE MET. ANAL APPROVA[ CF FILL s)S. SXALL
NOT BE WANTED ONxIL ME RUL LBW PLACE AND ME SYSTEM EVALUATED A.TO W AOM/NISMASl
PRODNEONS OF MIS 0.ROINA M
B. ME OESGN ANO INSTA[LAn. ( A FEL ATFL/ SHALL OOH" ANN THE Fd OWNB SPEanCAnONS:
I) MERE MUST BE Ar EEAST Ro (2) FE Cr CF NAPARAF4Y UOSAS ND SOD.(MNEE (S) FEST MMIN ROOD FT OF LANs
GEORGE) 0. AN IMPERNWB "..
T) ME MAXIMUM AL[OWABLE EOESND NANRPL GRWND SURFACE SLOPE £PR BUILT-UP SYSTEMS SHALL W hu (IO)
PEONENT
J) . PLAONS ON TOP 0, ll
FNM$ ARAAU. BE REMOVED PRIPP IDxME PLAFEMENT CF MNO ASSNS
". AND ME NRMRALRM RSdL£PLON£O ON NNAPoA. OWN LA R.
I) ME . USED TPR 1. SHALL SE NEL. ORAOFO LOAMY SAND. OB N£LL GRADED CWMY .1 GRAVEL£ ANO
SNWLO CONTAIN A MAMMUM OF TEL LE (1� iERCENT 9[xs M tlAYS CWTAININC NO CWGANIC OEBRIS CR NO
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NANRALLY FPR AT (EAST 9X (S) MMMS M 9E MECMANIWLLY IXMIPAc .
S) SVFF iSOVT FlLL MUST BE N/STALEO TO ENSURE A MINIMUM OF MREE (3) FEET BEiNEEN ANY MENCN SOROM AND
uAXIMUM mtll sCASPBAL 4RWxD waTER. Mrs �L ABM
MUST W MREE (3) FEET MT RMO FEET OF ul2 GEPRq
6) ONLY A65MPRPY FRTDS SNAIL BE UYO AS ME LEAtlIINO FACMTY W RU SYSTEMS
T) A WAMEE M DILERSICW S IEIU SNALL BE PLACED ABWT ME ML STEI N ME UP-SGPE O/RELTON AND OF
.TLEM M TO WLENT S/RFACE ANO. WATER RUNOFF M. ME FNL SYSTEM.
B) W TOP OF 3
MINS ANO M. RU (MER ME [HAWING FAO101 BNAL BE GROYNE➢ M PK/L
0 TO OW MAYORAL SAI
B) AIORI a N.SU0' RE ,SNA 9Y A WTW ND M ASSLDOR EEO eYTEEWPOEN�MR N WE (I) MERNOAL PV MRF£ (3)
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