2012-399 ,,�r�` TOWN OF QUEENSBURY
as742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20120399 Date Issued: Thursday, October 10, 2013
This is to certify that work requested to be done as shown by Permit Number P20120399
has been completed.
Tax Map Number: 523400-302-005-0001-003-000-0000
Location: 448 AVIATION Rd
Owner: CHURCH OF OUR LADY OF ANNUNCIATION
Applicant: CHURCH OF OUR LADY OF ANNUNCIATION
This structure may be occupied as a:
Septic Alteration Commercial
S i E Qicsk �r By Order of Town Board
TOWN OFF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
7.12.Shay Ktmd,Quccwhur.y,NY 128(.,)4 5902 (518)761-8201
Cotrintunity Develolmient- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20120399 AI)plication Natty ber: A20120399
Tax ,\lap No: 523400-302-005-0001-003-000�-0000
Permission is hereby granted to: CHURCH OF OUR LADY OF ANNUNCIATION
For property locatedat: 448 AVIATION Rd
in the'YoNvn of Qhieerisbun,, to construct orphice
at the abovc location in accordance with application together with plot plans and other information hereto filed
a ' .
ndapproved, and in con-ipliance with the NYS I iniform Buildi�ng Codes and the Quieciisbury Zoning
Ordinance. Tvj)e of Construction Value
Ownet-Address: CH URCI I OF OUR LADY OF ANN L Septic Alteration Commercial
448 AVIATION Rd Total Value
QUEL"'NSBURY, NY 12804
Contractor or BUildcr's Name / Address I'.lcctrical Inspection Agency
CHARLES FRIEDMAN
54 NORTI.-I St
HUDSON FALLS. NY 12839-0000
Nans& specification";
2012-399
Commercial Septic Alteration - Back of Church/Rectory - Site B
$75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, August 16, 2013
(If as longer period is reqoired,an application for an extension must be made to the code Enforcement Officer
of theTown of Queensbury before the expiration date.)
Dated at the Town of Queetisbury; Thursday,August 16, 2012
SIGNED BY for the'fown of Queensbury.
Director of Building& ('.'ode Enforcement.
.z- k Community Development Office ;
,. Town of Queensbury • 742 Bay Road • Queensbury, New York •128b4 '
AUG� 15 2012
Office Use Only
TAX MAP NO.3 0 . S "1-3 PERMIT NO. I a,-3 99 PERMIT-FEE 75_,
APPROVALS: ZONING TOWN CLERK ••-
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED
BEFORE WORK BEGINS.APPLICATION/ `� IS SUBJECT TO REVIEW BEFORE ISSUANCE OFfA VALID PERMIT.
OWNER: Out .AdO"Y/X CAM ch-/61/1701 STALLER: `/' iate) r`ejea'-r , 1erc
ADDRESS:71,c/F40,74//d''x�q n ADDRESS: 6 9 r,�-/pU0,k.I*
'37
* s r 4.20/ o.J F47/s
PHONE NOS. S/K 7/ , - /2c7�7 PHONE NOS. //T / f 3 /
LOCATION OF INSTALLATION: rk-oit / f I'4-1:'A- 0 1C,1hj✓f.t A
RESIDENCE INFORMATION:
NO.OF COMPUTATION
YEAR BUILT X = TOTAL DAILY FLOW
BEDROOMS (Gallons per bedroom) GARBAGE GRINDER{
1980 or older X 150 = INSTALLED? �V/h
1981-1991 X 130 = SPA OR HOT TUB/
•
1992-present X 110 = INSTALLED?
PARCEL INFORMATION: .-•••77- t \ C B - �Ef�Tt}7_�
I TOPOGRAPHY: FLAT ROLLING= STEEP SLOPE %SLOPE_ ��\ 6
•
I SOIL NATURE: SAND LOAM CLAY OTHER
I GROUNDWATER: AT WHAT DEPTH?
1 BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? - - �
1 DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply fiyptic system absorption is: III
I PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpg (Test tram ted 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: GALLON(MIN.SIZEJS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,
spa or whirlpool tub. �7
CSYSTEM TYPE:
❑ABSORPTION FIELD(WITH NO.2 STO/rio - en.' ft. Each trench X
O SEEPAGE PIT(S)(WITH NO.3 STONE) Ho • many,. !/I t i� Size?
D ALTERNATIVE SYSTEM Bed or other type? ��//
❑HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks?
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL
INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval
granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or
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 QUESTIONS 7 CALL 7614256 OR EMAIL
Sands•• al Ordinance. codes( ciueensburv.net
►_ . _ i /2-
Signature of Person esponsi•le _ e
VISIT OUR WEBSITE FOR MORE INFORMATION
www.queensbury.net
51Wk s
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection req . "�+ .:
Queensbury Building &Code Enforcement Arrive: t``^?7a am/ 'Sj3.-part: t'-U6 a
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: / •
NAME: DLCrl Istel ' ITNO.: / a' .3`J9
LOCATION: 21 44 f fru fedi&n 'SPECT ON: to —t o- 127
RECHECK: �y
Comments and/or diagram
Soil Type: Sand/ Loam/Clay
Type of Water: Municipal/ Well Water I'�( gni W-13
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' +/ - _Y_N N/A
[150'to well required if NO]
Absorption Field: Total length ft.
Length of each trench ft
Depth of trenches ft. `s — ���� ��
Size of Stone
Seepage Pits: Number
Size: x C>�\� `` �\�
Stone Size:
Piping Size Type I4:€1-2311"N� _ �nrr�
Building tank 1 r
Tank to Distribution
g►Zt*1
n Box Za � icAti
Distribution Box to Field/ Pit
Opening Sealed: _Y_N
End Cap _Y_N
Inlet/Outlet Pipes&Baffles Y N
Manholes 12"or less below grade _Y_ N
[provide extension collar if YesL _Y_ N
Location/ Separations
Foundation to tank ft.
Foundation to absorption ft
Separation of Pits ft.
Conforms as per Plot Plan Y N
Engineer Report and As-Built Y_ N
ETU Maintenance Contract Y N
provided — —
Location of System o Property:
Front ear Left Side Right Side Middle Front Middle Rear
S tem Use S tus:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\&iilding Codes Forms\Inspection Fom s\Septic Inspection Report 03 29 10.doc
fr1 dezt. , /a /o-
Septic Inspection Re••
Office No. (518) 761-8256 Date Ins.- bn • - ed:
Queensbury Building&Code Enforcement Arrive: A _r . . •-part: -
742 Bay Rd., Queensbury, NY 12804 Inspector's Initial- Z' ^1 p q
NAME: � �� �In P I i ol� PE•/ NO.: / -3 !
LOCATION: r j V& I fl+7 � IN 7 CT ON: 9/Alf-/a
RECHECK:
Comments and/or diagram
Soil Type. - .. - .: / Clay
Type of Water: • unici•._-• - • -ter
Waterline separation distance ft.
Well separation distance ft. Q
Other wells: _ft. v �� �'C
Well Casing Length 50'+/ - Y N N/A D
Absorption Field: Total length 13th ft.
Length of each trench °7__ ft.
Depth of trenches �1 -j t. 'D' E�_ >9 " 2F
Size of Stone ( L-CXR> LS
Seepage Pits: Number
Size: x _ r
Stone Size: E iZ) \A LV--- &CL
Piping Size Type W\ `� VS t « V
Buildin to tanky" dG} y� \ "3 F
TaeAf to Di v BmC QUt 4tc 1. 7D 77)_,
Distribution Box to Field/ Pit V‘S MQ T o n— t l Z be_AA '-c 0
Opening Sealed: Y N
End Cap_ Y_N V- (3bx, 'Co c- e > '-Vk Pam'-t-0 4ERF
Inlet/Outlet Pipes&Baffles _Y N
ab E�Qn O� L
Location/ Separations se4aye`
• Foundation to tank " ft.
Foundation to absorption 'l, ft.
Separation of Pits ft. 0 � 7 `1 }^ y
Conforms as per Plot Plan _Y N/ W�
Engineer Report and As-Built Y vN 0 EEc, G--0&zA tach _F.\?zi
Location of System on Property: I>[, *Zi_-- y Z �\
Front Rear eft Side Right Side Middle Front Middle Rear
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
E
Last revised 06/18/07 1:\Building&Codes Fomes.OLD\Building&Codes\Inspection Fors\Septic Inspection Report.doc
I
MAP REFERENCE:
MAP OF LANDS OF
CHURCH OF OUR LADY
OF THE ANNUNCIATION
DATED DECEMBER 28, 1979
BY., COULTER & MCCORMACK
i
LANDS N/F OF
CATHERINE KEENAN
1463/156
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KV nr
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i pari � ry: Q a
LEGEND: Q ter' W
O CIRF = CAPPED IRON ROD FOUND ' Err
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=UTILITY POLE-
® = TRAFFIC SIGNAL POLE
= METAL FENCE LINE
=EDGE OF WOODS N
moo =MANHOLE
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//fl 7R E5 TO NEW 20' X 30'
Bc REMOVEDAB5ouriCN 6E05 NEW 5 0 DUPLEX
PUMP STATION
FORCE MAINA$P o..
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LANDS N/F OF i f IA. 7P_ #1 _.1 V.9 V
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OUR LADY
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i7t r r ANNUNCIATION --� o
EXISTING
BUILDING
EXISTING FRAME & GRATE
CONCRETE EXTENSION RINGS
EXISTING
4' PVC SEWER
APPROXIMATE
FINISH GRADE
INSTALL NEW TEE
& 18" PVC PIPE
HEAVY DUTY MANHOLE FRAME
AND COVER (TYP.) SYRACUSE
CASTINGS #1007C OR EQUAL &
CONCRETE EXTENSION RINGS
ACCESS HATCH
WITH LOCKING COVER
SYRACUSE CASTINGS
#CH 5AL OR EQUAL
UBME
` PUMPS
EXISTING SEPTIC TANK
N.T.S.
SEPTIC SYSTEM DESIGN
CHURCH, COMMUNITY ROOM & SCHOOL
DESIGN FLOW - EXISTING CHURCH, COMMUNITY ROOM & AFTERSCHOOL PROGRAM
ACTUAL WATER METER USAGE APPROXIMATELY - 300 GPD AVG.
- TOTAL DESIGN FLOW PROPOSED 300 GPD X 1.5 SAFETY FACTOR = 450 GPD
SEPTIC TANK - USE EX. ASSUMED 1,500 GAL. TANK
REPLACEMENT ABSORPTION FIELDS 450 GAL./DAY / 0.9 GAL/DAY/SF = 500 SF REQUIRED.
- INSTALL 2 - 20 FT WIDE BY 30 FT ABSORPTION BEDS
WITH 4 25 LF LATERALS EACH.
ELECTRICAL
CONDUIT
INLET SEWER=
-ELECTRICAL
4 PVC
4" PVC
IVT" U13rU3/AL FItLUJ
SLOPE
TLAWN
BUOXQT,DN -
PUMP
STATION
SLOPE FINISHED GRADE
1.
CONSTRUCTION SH�LL BE AS SHOWN ON THIS DRAWING,
1/41NPERLFOOT LAG
PUMP & ALARM ON
3
04
E.
CL
CL
ZABEL EFFLUENT FILTER
LEAD PUMP ON
— —
o
CONCRETE OR STONE
o�
-
ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND
CORRUGATED TUBjNG IN SEPTIC TANK LEACH FIELDS.
MODEL A1800 -4x18.
PRECAST CONCRETE
FINISHED MARKER ABOVE ALL
x
x
I
NO HEAVY SHALL BE ALLOWED WITHIN THE LIMITS
�bo 0o
00�
DRYWELL
INSTALL IN ACCORDANCE
OF THE, D ISPOSALI FIELDS AFTER PIPE INSTALLATION HAS BEGUN.
0L"
8' DIA
RECOMMENDED.
DUPLEX PUMP STATION (CHURCH "& COMMUNITY
WITH MANUFACTURERS
PUMPS OFF
.•
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3.
AFTER EXCAVATIO OF BED TO THE DEPTHS REQUIRED,
RECOMMENDATIONS
INLET BA E12-
1. PUMPS TO BE EFFLUENT DUPLEX PUMPS RATED AT A MINIMUM OF 20 GPM
N
rn
THE WALLS AND FLOOR OF EACH SIDE WALL SHOULD BE CLEANED
2 - 3 SIZE min.
MIN. COVER OVER
AT 15 FEET TOTAL DYNAMIC HEAD. PUMPS TO BE 1/3 HP GOULDS
AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN
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04
MODEL 3885WE03L OR APPROVED EQUAL. -
SECTIO S OF TRENCH.
ALL AROUND STONE ENVELOPE
#2 DISTRIBUTION BOX
2. DUPLEX PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER.
M of DRYWELL
0
PRECAST FoonNG RING
O
PLACEMENT OF TIDE PERFORATED PIPE SHALL BE AS SHOWN.
00
0 orb
cb r-
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DUPLEX CONTROLLER TO AUTOMATICALLY ALTERNATE BETWEEN PUMPS.
THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE
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— — —' —
Y a
MAXIMUM HIGH GROUND WATER
-
1`��
RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT '
5'-0" I.D. FOR DUPLEX
BELOW BOTTOM OF STONE
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS
4'-0" I.D. FOR SIMPLEX
10'-0" min
IS TURNED ON. LOCATE CONTROLS AS DIRECTED BY OWNER.
PRECAST CONCRETE
I
® ®
TO ABSORPTION
MANHOLE WITH INTEGRAL BASE
8
ft 0 DRYWELL
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AND FLAT SLAB TOP.
H®
FIELD
NECESSARY TO ACHIEVE A STABLE FOUNDATION
-
AS MANUFACTURED BY FORT MILLER
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(NO LADDER RUNGS)
a
EXISTING SEPTIC TANK
N.T.S.
SEPTIC SYSTEM DESIGN
CHURCH, COMMUNITY ROOM & SCHOOL
DESIGN FLOW - EXISTING CHURCH, COMMUNITY ROOM & AFTERSCHOOL PROGRAM
ACTUAL WATER METER USAGE APPROXIMATELY - 300 GPD AVG.
- TOTAL DESIGN FLOW PROPOSED 300 GPD X 1.5 SAFETY FACTOR = 450 GPD
SEPTIC TANK - USE EX. ASSUMED 1,500 GAL. TANK
REPLACEMENT ABSORPTION FIELDS 450 GAL./DAY / 0.9 GAL/DAY/SF = 500 SF REQUIRED.
- INSTALL 2 - 20 FT WIDE BY 30 FT ABSORPTION BEDS
WITH 4 25 LF LATERALS EACH.
ELECTRICAL
CONDUIT
INLET SEWER=
-ELECTRICAL
I-
IVT" U13rU3/AL FItLUJ
SLOPE
TLAWN
BUOXQT,DN -
PUMP
STATION
SLOPE FINISHED GRADE
1.
CONSTRUCTION SH�LL BE AS SHOWN ON THIS DRAWING,
NOTES
3
AND SHALL BE IN, ACCORDANCE WITH THE N.Y.S.
0_
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CL
CL
DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, ,AND
— —
o
CONCRETE OR STONE
o�
-
ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND
CORRUGATED TUBjNG IN SEPTIC TANK LEACH FIELDS.
°
PRECAST CONCRETE
FINISHED MARKER ABOVE ALL
-
2.
I
NO HEAVY SHALL BE ALLOWED WITHIN THE LIMITS
�bo 0o
00�
DRYWELL
GRADE BURIED COVERS
OF THE, D ISPOSALI FIELDS AFTER PIPE INSTALLATION HAS BEGUN.
W
8' DIA
RECOMMENDED.
DUPLEX PUMP STATION (CHURCH "& COMMUNITY
RM),
O o
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3.
AFTER EXCAVATIO OF BED TO THE DEPTHS REQUIRED,
"r
INLET BA E12-
1. PUMPS TO BE EFFLUENT DUPLEX PUMPS RATED AT A MINIMUM OF 20 GPM
N
rn
THE WALLS AND FLOOR OF EACH SIDE WALL SHOULD BE CLEANED
2 - 3 SIZE min.
MIN. COVER OVER
AT 15 FEET TOTAL DYNAMIC HEAD. PUMPS TO BE 1/3 HP GOULDS
AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN
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ALL STRUCTURES
MODEL 3885WE03L OR APPROVED EQUAL. -
SECTIO S OF TRENCH.
ALL AROUND STONE ENVELOPE
#2 DISTRIBUTION BOX
2. DUPLEX PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER.
M of DRYWELL
0
PRECAST FoonNG RING
O
PLACEMENT OF TIDE PERFORATED PIPE SHALL BE AS SHOWN.
00
0 orb
cb r-
��
DUPLEX CONTROLLER TO AUTOMATICALLY ALTERNATE BETWEEN PUMPS.
THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE
I
oo
— — —' —
MAXIMUM HIGH GROUND WATER
-
1`��
RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT '
AUDIBLE AND VISIBLE ALARM TO BE ACTIVATED WHEN LAG PUMP
BELOW BOTTOM OF STONE
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS
V
10'-0" min
IS TURNED ON. LOCATE CONTROLS AS DIRECTED BY OWNER.
I
® ®
TO ABSORPTION
3. DUPLEX PUMP STATION TO BE SET ON 6" MIN. OF CRUSHED STONE OR AS
8
ft 0 DRYWELL
5.
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL
H®
FIELD
NECESSARY TO ACHIEVE A STABLE FOUNDATION
-
1-1/2" D 1PE ALL OUTLETS TO HAVE SPEED LEVELERS. 4. PUMP CYCLE VOLUME = 40 GALLONS = 607 OF ABSORPTION
f s$° -
1/4"0 WE P FILL DISTRIBUTION BOX WITH WATER TO SET FIELD PIPE VOLUME.
HOLE 1-1/2' FORCE LEVELERS. CHECK SETTINGS BY OPERATING PUMP 5. PROVIDE AND INSTALL GFCI CIRCUIT BREAKER AND WIRING FROM EXISTING
AND OBSERVING FLOW DISTRIBUTION.
CHECK VALVE; MAIN -PVC ❑R ELECTRIC PANEL TO PUMP CONTROLLER. ALL WORK TO CONFORM WITH
POLYETHYLENE PIPE PEA GRAVEL
- APPLICABLE CODES.
1
CONCRETE TO BE
°�e TROWEL FINISHED SIMPLEX PUMP STATION (RESIDENCE
MERCURY FLOAT EFFLUENT PUMPS DISTRIBUTION B O X. L 'PUMP TO BE EFFLUENT PUMP RATED AT A MINIMUM OF 20 GPM
SWITCH WITH DUPLEX INSTALLATION iAT 15 FEET TOTAL DYNAMIC HEAD, PUMP TO BE 1/3 HP GOULDS
WE
GTfigVTE�) N.T.S. MODEL 3885WE03L OR APPROVED EQUAL.
2. iSIMPLEX PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER.
3.
!SIMPLEX PUMP STATION TO BE SET ON 6" MIN. OF CRUSHED STONE OR AS
- !NECESSARY TO ACHIEVE A STABLE FOUNDATION
I
ELEVATION 4. PUMP CYCLE VOLUME '= 40 GALLONS = 607 OF ABSORPTION
`f
DESIGN FLOW EXISTING 4 BEDROOM RESIDENCE
TOTAL DESIGN FLOW PROPOSED 110 GPD PER BEDROOM = 440 GPD
SEPTIC TANK - USE EX. ASSUMED 1,000 GAL. TANK
REPLACEMENT ABSORPTION FIELDS - 440 GAL./DAY / 0.9 GAL/DAY/SF = 500 SF REQUIRE
- INSTALL 20 FT WIDE BY 30 FT LONG ABSORPTION BE
WITH 4 - 25 LF LATERALS.
EFFLUENT
SIMPLEX PUMP - 30 GPM EFFLUENT SIMPLEX SUBMERSIBLE PUMP STATION,
BUILDING
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NOT TO SCALE
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SLOPE
TLAWN
AREAS ARE ESTABLISHED
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SLOPE FINISHED GRADE
1.
CONSTRUCTION SH�LL BE AS SHOWN ON THIS DRAWING,
RISER AS REQUIRED!
AND SHALL BE IN, ACCORDANCE WITH THE N.Y.S.
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DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, ,AND
— —
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ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND
CORRUGATED TUBjNG IN SEPTIC TANK LEACH FIELDS.
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PRECAST CONCRETE
2.
I
NO HEAVY SHALL BE ALLOWED WITHIN THE LIMITS
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00�
DRYWELL
OF THE, D ISPOSALI FIELDS AFTER PIPE INSTALLATION HAS BEGUN.
W
8' DIA
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3.
AFTER EXCAVATIO OF BED TO THE DEPTHS REQUIRED,
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THE WALLS AND FLOOR OF EACH SIDE WALL SHOULD BE CLEANED
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SECTIO S OF TRENCH.
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THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE
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MAXIMUM HIGH GROUND WATER
-
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RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT '
BELOW BOTTOM OF STONE
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS
V
10'-0" min
o
OR OTHER UNSUITABLE CONDITIONS.
8
ft 0 DRYWELL
5.
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL
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