2009-543 I
I
SEPTIC SYSTEM GENERAL NOTES: APPROXIMATE LOCATION
OF EXISTING FAILED1. SEWAGE SEWAGE DISPOSAL SYSTEMS SHALL NOT BE INSTALLED IN WET OR FROZEN SOIL. SEPTIC TANK-PUMP
2. THERE SHALL BE NO VEHICULAR TRAFFIC OVER THE SEWAGE DISPOSAL SYSTEM. PRIOR TO CONSTRUCTION, AND REMOVE IN ITS I ` `" - ' -"�-
THE AREA OF THE SYSTEM SHALL BE STAKED OUT AND FENCED OFF. ENTIRETY i, ! f _ - E _ __.� r�-
3. THE SANITARY DISPOSAL SYSTEM HAS BEEN DESIGNED IN GENERAL CONFORMANCE OF"APPENDIX 75-A,
WASTE TREATMENT-INDIVIDUAL HOUSEHOLD SYSTEMS, NEW YORK STATE SANITARY CODE". L5 `�
45° BEND WITH
4. CELLAR, ROOF,AND FOOTING DRAINS SHALL NOT BE DISCHARGED INTO THE SEPTIC SYSTEM OR IN THE D
VICINITY OF THE ABSORPTION FIELD. 009 CLEANOUT(TYP) O
5. THE SEWAGE DISPOSAL SYSTEM HAS NOT BEEN DESIGNED TO ACCOMMODATE GARBAGE GRINDERS OR NOV 0 3 2 UNVERIFIED EXISTING ! ! ! !, i 1 f 1 I
1000 GAL. SEPTIC TANK- i d� ` .
4" INV. IN =379.50't FAILED SEPTIC FIELD TO If+ I i I �. I.•�
WATER SOFTENER BACKWASH. I + I ! l i ! s I !
6. HOUSE SEWERS ARE LAID ON FIRM FOUNDATION AT A MINIMUM GRADE OF ONE-QUARTER INCH PER FOOT Tp OF QUEENSBURY 4" INV. OUT=379.25't BE REMOVED IN ITS , It ! I! i tl ���'! Ij W
PREFERABLY WITHOUT BENDS. AT LEAST ONE CLEANOUT WITH A PROPERLY FITTED PLUG IS TO BE BUILDING&CODES FERNCO TO EXISTING ENTIRETY l�t ' '. i I�''' '� I Ili W
PROVIDED. THE HOUSE SEWER SHALL ALLOW FOR VENTING OF GASES FROM THE SEWAGE SYSTEM. HOUSE SEWER,WYE, 4"PVC f�l I�i t i I i ICI sl I I ,.
7. HOUSE SEWER CONSTRUCTION INCLUDING MATERIALS SHALL COMPLY WITH THE APPLICABLE REQUIREMENT EXISTING FENCE AND VERTICAL Ip� ! -- -
CLEANOUT TO GRADE SCHED ° I{ I II II !! !� I ! j � rn OF THE PLUMBING CODE OF NEW YORK STATE. � b 40 @ 2/o 4 SDR 35 1/o .1 L--- -
'ti INVERT 380', � t- _ ,-- i I ! `-
8. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND ANY c� �, ( , , ! - -- - R 0
WATER LINE. WHERE LINES MUST CROSS,THE WATER SERVICE LINE SHALL BE AT LEAST 18 INCHES ABOVE APPROX. GRADE AT 106't r` - _ m_P ` --. - _ -- ' 1�_ ', ' ! ' I I�-I 6
THE HOUSE SEWER. IF A WATER LINE MUST PASS BELOW THE HOUSE SEWER,THE VERTICAL SEPARATION EXISTING TREELINE ELEVATION 382't) �P i '- I I II ; `; s 1 W �.
MUST BE AT LEAST 18 INCHES. I 10, + i ' I ' I i ;
y
9. SUCTION WATERLINES SHALL NEVER CROSS UNDER HOUSE SEWERS OR ANY OTHER COMPONENT OF THE W • . , , . • s I �..,� + : , ; ! I � 'ate
SEWAGE SYSTEM. ! + I I I ' ! ; J
10. ANY CHANGE IN DIRECTION OF HOUSE SEWER PIPE WILL REQUIRE A CLEANOUT. OH ELECTRIC LINE- ' ' ' 10' ELJEN IN DRAIN SYSTEM ! i + ', it N N
11. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. NOTIFY 12'FROM GRADE ' ' O 1 7 UNITS/TOTAL 28-FEET I 'I ' °i ii ! ' p
ENGINEER OF ANY DISCREPANCIES. 1 ", 1 I ', °,o _ !' �' w
PROJECT _ _ !
12. CONTRACTOR TO FIELD LOCATE ALL EXISTING SEPTIC SYSTEM COMPONENTS PRIOR TO CONSTRUCTION FOR K1`
COORDINATION WITH NEW SYSTEM SPECIFIED. CONTACTOR TO REMOVE AND PROPERLY DISPOSE OF ALL
:•.. I EXISTING BUSH i -
o SITE I I_
EXISTING SEWAGE COMPONENTS NOT INDICATED TO REMAIN. j TO BE REMOVED
13. IT IS CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND VERIFY ACCESS REQUIRED TO COMPLETE WORK �( 1 } o
DRIVEWA TH#1 f ! i i 1 I W
SPECIFIED WITH OWNER PRIOR TO CONSTRUCTION. �• ,
14. ALL DISTURBED AREAS TO BE TOPSOILED, SEEDED,AND MULCHED AFTER BACKFILLING AND RE-GRADING. ,. ..' .'. .. :: " BUSH f BUSH !W 111 t I s 3
V
15. CONTRACTOR TO LAY OUT ENTIRE SYSTEM TO VERIFY DEPTHS, INVERT ELEVATIONS, BOUNDARY LINES AND W
Ii
SETBACKS IN ACCORDANCE WITH PLANS PRIOR TO CONSTRUCTION. WHERE LOT LINES ARE NOT KNOWN OR j iy ', °I ? I ', ',
CANNOT BE VERIFIED FROM SURVEY FIELD MARKERS, CONTRACTOR SHALL EMPLOY SURVEYOR FOR FIELD �� TOTAL AREA !` I !! li IF ' -�
! I W
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VERIFICATION OF PROPERTY LINE LOCATIONS PRIOR TO CONSTRUCTION. 1 �� IL 0
16. CONTRACTOR SHALL NOTIFY LOCAL JURISDICTION AND ENGINEER FOR FIELD OBSERVATION OF SYSTEM , 0. 14 + Ac. PT 1 i EXISTING FIREPLACE 1 i LU
INSTALLATION PRIOR TO BACKFILLING. m TO BE REMOVED
17. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS PRIOR TO START OF WORK. ' � . W w 22'
18. CONSTRUCTION OF THE SANITARY DISPOSAL SYSTEM SHALL BE PERFORMED UNDER THE GUIDANCE OF A W `-` �
NEW YORK STATE LICENSED PROFESSIONAL ENGINEER. CERTIFICATION THAT THE INSTALLATION WAS MADE N
IN ACCORDANCE WITH THE APPROVED PLANS AND APPENDIX 75-A WASTEWATER TREATMENT STANDARDS ul I 10 32 OHIO AVENUE, QUEENSBURY,N.Y. Uj CD
EXISTING
FOR INDIVIDUAL HOUSEHOLD SYSTEMS SHALL BE MADE TO THE NEW YORK STATE DEPARTMENT OF HEALTH W PORCH 2 BEDROOM HOUSE t EXISTING TAX I.D. NUMBER 309.13-1-20 0
AND THE LOCAL CODE ENFORCEMENT OFFICER. o �� ,ad STING WOODEN ( ) z o N �
5.3 FENCELINE CN
SEPTIC TANK NOTES: t e-AS1DEWA"` SITE LOCATION MAP } rn CD
- NOT TO SCALE O 4) z CV Q
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1. THE MINIMUM DISTANCE BETWEEN THE INLET AND OUTLET SHALL BE SIX FEET. I : vi 00 � C'1
2. TANKS MUST BE WATERTIGHT, CONSTRUCTED OF DURABLE MATERIAL NOT SUBJECT TO CORROSION, DECAY, FROST cn ' L CO
LL
DAMAGE, OR CRACKING. AFTER INSTALLATION,ALL SEPTIC TANKS SHALL BE ABLE TO SUPPORT AT LEAST 300 POUNDS PER O 7 L LO
SQUARE FOOT(PSF). ' • .. G: :. GE d
yo"
... '. .. � �3. TANKS WITH A LfQUID DEPTH OF 48 INCHES OR MORE SHALL HAVE A TOP OPENING WITH A MINIMUM OF 20 INCHES. ' T ;:GASMETER GARA y O.�.c •..:. ELECTRICAL �p' c ... METER coLi
4. TANKS SHALL HAVE INLET AND OUTLET BAFFLES, SANITARY TEES OR OTHER DEVICES TO PREVENT THE PASSAGE OF _ �: . :•:` SEPTIC SYSTEM DESIGN INFORMATION
FLOATING SOLIDS AND TO MINIMIZE DISTURBANCE OF SETTLED SLUDGE AND FLOATING SCUM BY SEWAGE ENTERING AND c `y :
LEAVING THE TANK.
DRIVEWAY . . :•.`.....:.:.. '.
SOIL TEST DATA: ALL FEDERAL,STATE,AND LOCAL CODES AND
5. THERE SHALL BE A MINIMUM OF ONE INCH CLEARANCE BETWEEN THE UNDERSIDE OF THE TOP OF THE TANK AND THE TOP O ' .' REGULATIONS SHALL BE CONSIDERED TO BE PART
OF ALL BAFFLES, PARTITION AND/OR TEES. - ..� � . . � .• ' ' .' ' .�
OF THE BUILDING DETAILS AND SPECIFICATIONS
PERCOLATION TEST: HEREIN.IF DISCREPANCIES BETWEEN THE CODES
6. TANKS SHALL BE PLACED ON AT LEAST A SIX INCH BED OF SAND OR PEA GRAVEL. W • '' '''' ��"�� AND REGULATIONS AND THE INFORMATION
7. THERE SHALL BE A MINIMUM DROP IN ELEVATION OF TWO INCHES BETWEEN THE INVERTS OF THE INLET AND OUTLET PIPES. �' �� CONTAINED ON THESE PLANS EXIST,THE MORE
OE• �,�� PT# 1 TRIAL 1: 1:05 PER INCH STRINGENT SHALL APPLY UNLESS THE INFORMATION
8. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 POUNDS PER SQUARE INCH(PSI)AT 28 DAYS SET. I ;': '' t TRIAL 2: 1:08 PER INCH SHOWN,DESCRIBED,APPLY
IMPLIED IS A VIOLATION
9. WALL THICKNESS SHALL BE A MINIMUM OF THREE INCHES UNLESS THE DESIGN HAS BEEN CERTIFIED BY A NEW YORK W 105 OF THE CODE,IN WHICH CASE THE CODE OR
LICENSED PROFESSIONAL ENGINEER AS COMPLYING WITH ALL APPROPRIATE REQUIREMENTS FOR THIN-WALL � �� EXISTING WOODEN TRIAL 3: 1:10 PER INCH REGULATION SHALL TAKE PREFERENCE OVER PLANS.
CONSTRUCTION. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO ASSURE SUPPORT FOR 300 PSF. / �� FENCELINE w evidence of, TRIAL 4: 1:12 PER INCH
10. ALL JOINTS SHALL BE SEALED SUCH THAT THE TANK IS WATERTIGHT.JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED ` lJ� 8'3" FROM GRADEOH ELECTRIC "I have seen or observed,Or ���$V8`�encess, etc. TRIAL 5: 1:12 PER INCH DIG SAFELY
BEFORE YOU DIG
such as houses,wells,trees, WAIT THE REQUIRED TIME
FOR WATERTIGHTNESS PRIOR TO BACKFILLING. all objectsresent that i have „ COMPLETED ON: SEPTEMBER 9,2009 BY: VISION ENGINEERING, LLC CONFIRM UTILITY RESPONSE
11. TANK SIZED FOR 2-BEDROOM HOUSE WITH NO GARBAGE GRINDER shown on this document. I also rep di dram. RESPECT THE MARKERS
efSOnallY easured the dista t;5 Set fcrth on t Q DEEP TEST HOLES: -DIG WITH CARE
p SAFE DIGGING IS EVERYONES RESPONSIBILITY!
AT[ DEPTH: TYPE: PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.
8'-8-1/2° ATE VISIT www.digsafeynewyork.com FOR ADDITIONAL
SIGN TH#1 0-12" TOPSOIL INFORMATION.
10 0 5 1 40 12-42" ORANGE BROWN LOAMY FINE SAND IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
7" PROPOSED SITE PLAN 42-60" BROWN MED SAND 2 OF THE NEW YORK STATE EDUCATION LAW
_______________________ 1 INCH = 10 FEET FOR ANY PERSON,UNLESS ACTING UNDER THE
NO BEDROCK OR MOTTLING OBSERVED
IN FEET DIRECTION OF A LICENSED PROFESSIONAL
( ) ENGINEER,TO ALTER THIS DOCUMENT IN ANY
1 INCH = 10 FT. WAY.IF AN ITEM BEARING THE SEAL OF AN
COMPLETED ON: 9/17/09 BY: VISION ENGINEERING, LLC ENGINEER IS ALTERED,THE ALTERING ENGINEER
SHALL AFFIX TO THE ITEM HIS SEAL AND THE
20"DIA. OR SQUARE COVER I A NOTATION"ALTERED BY"FOLLOWED BY HIS
SIGNATURE,THE DATE OF SUCH ALTERATION,
SEPTIC SYSTEM DATA: AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
FINISHED GRADE
_ _ _ III-III-III-III-III-III-III= NO. OF BEDROOMS: 2 BEDROOMS
/ -III=� -� I-I I=I I=I I=� I=I I I=III=III=III=III=III=III-' TYPE OF SYSTEM: ELJEN GEOTEXTILE SAND FILTER
6-1/2"INLET END I I _ 1I I '! I OUTLET END
III III III- III
I III-i � �-III=1 I I=1 I I-� � �-' ' NO. GALS. PER BEDROOM: 130 GAL/BEDROOM
20" DIA. OR SQUARE COVER `� �� MAP REFERENCES: DESIGN FLOW RATE: 260 GPD
4 RISER AS REQUIRED MINIMUM SEPTIC TANK CAPACITY: 1000 GAL.
( ( 1. WARREN COUNTY TAX MAPPING AND GIS DATA
2. FIELD MEASUREMENTS CONDUCTED BY DESIGN PERCOLATION RATE: 1-5 MINAN.
"HIGH DENSITY POLYETHYLENE I 45o BEND VISION ENGINEERING , LLC GSF APPLICATION RATE: (ELJEN) 1.72 GPD/SQ. FT.
PIPE SEALS AT ALL CONNECTIONS I LEACHING SQFT REQUIRED: 151 SQ. FT.
EFFECTIVE LEACHING AREA PER LIN FT: 6 SQ. FT./LF
L _______________________J 4��wYE THIS PL[P , `:-� SIN NUMBER ELJEN MODULES REQUIRED: 6.3 UNITS ENGINEERS S MP:
TO SEPTIC TANK FROM HOUSE PRO - SITE T NUMBER ELJEN UNITS PROPOSED: 7 UNITS Nk t
(DIMENSIONS SHOWN BASED ON FORT MILLER TANK) �L T95 �� o EL W R 4yop
TOP VIEW TOWN OF QUEENSBURY BUL�INQ DEPARTMENT
THE aO OF r.'
NOTE: INSTALL EXTERIOR CLEANOUT AT ALL BENDS IN HOUSE SEWER TO SEPTIC TANK IF THE ST IG DI�AWIN TIN BLUE
Based Based on Our limited examination, INK,THIS UMENTS Y ILLEGAL
C !° COPY OR A E OF GINAL UMENTS
`;( a,
„ Compliance With our comments Shall NOT CONTAINI IGNA LD NOT BE
.CLEAN-OUT DETAIL not be construed as indicating the - USED TO IL DIN UCTION.
laps and �
P Specifications are In full �'
Compliance with the Bullding Codes of /
NOT TO SCALE
GROUND SURFACE LOCATION MARKER New York State.
_ =I _ _ _ _ __= I I=I II II ELJEN IN-DRAIN SYSTEM NOTES:
1 El�I=I�1=111:I I I I11,1 ,;,I I I": I„I�I I�I I�I I�I I�I,;,I�1=1 I I_ I I I,� 1 lf:tl�1f:1�I„]I I„I I�1I�i I I I�I I�1=1 I�� 1. A MINIMUM OF FOUR FEET OF USEABLE SOIL SHALL EXIST ABOVE BEDROCK AND GROUNDWATER WITH A
-II�I�II�I=III III_
Z J 12 t COVER !I I 4"DIA. PERFORATED PIPE 5'-O" MINIMUM SEPARATION OF TWO FEET TO THE LOWEST PART OF THE SYSTEM. DANIEL W.RYAN,P.E.-LICENSE#NYS 079060
COVER U 4"TOPSOIL, SEED,AND MULCH 2. ABSORPTION SYSTEM SHALL NOT BE BUILT UNDER DRIVEWAYS, PARTS OF BUILDINGS OR UNDER
. • �. '• . .... . 4'-0" FIELD AND ALL SURROUNDING ABOVE-GROUND SWIMMING POOLS OR OTHER AREAS SUBJECT TO HEAVY LOADING. SURFACE WATERS SHALL REVISIONS
•' ,, e GEOTEXTILE FABRIC COVER DISTURBED AREAS IMMEDIATELY BE DIVERTED FROM THE VICINITY OF THE SYSTEM. 6
4"SDR-35 INLET • Z 3. ADJACENT PIPES OR LATERALS SHALL BE SEPARATED BY AT LEAST 5 FEET. INDIVIDUAL PIPES SHALL BE
(SLOPE 1/4"PER FT.) 4"SDR-35 OUTLET ELJEN MODULE SLOPE SLOPE INSTALLED PARALLEL TO THE GROUND CONTOURS WITH SYSTEM BOTTOM AS NEAR LEVEL AS POSSIBLE. 5
_______ LIQ_U_1_D________ �' 4. PERFORATED DISTRIBUTOR PIPE SHALL BE USED. SOLID(NON-PERFORATED)PIPE SHALL BE USED BETWEEN
--- - CLEAN GRANULAR BACKFILL
LEVEL - _ _- - _ -= THE DISTRIBUTION BOX AND THE SYSTEM. PERFORATED PIPE SHALL BE MADE OF RIGID OR CORRUGATED 4 z
' (SLOPE 1/8"PER FT. DEVOID OF ROCKS LARGER - - - - -
INV. OF INLET ) - - = PLASTIC AND BE LABELED AS FULLY MEETING ASTM STANDARDS FOR USE IN SEPTIC SYSTEMS. CORRUGATED 3
1 THAN 3 INCHES - - - PLASTIC PIPE DELIVERED IN COILS IS NOT PERMITTED. w
2"MIN.ABOVE _ - _P - _= Z
INV. OF OUTLET a - __ _ - = III- - _= 5. THE SYSTEM LOCATION AND DEPTH SHOULD BE MARKED BY STAKES BEFORE EXCAVATED. THE SYSTEM DEPTH 2
SANITARY TEE w EFFLUENT FILTER - _ - - -I - _ - SHALL BE AS SHALLOW AS POSSIBLE, BUT NOT LESS THAN 13 INCHES. AT LEAST SIX INCHES OF SAND IS PLACED W
_ BELOW THE ELJEN IN-DRAIN. THE EARTH COVER OVER THE SAND SHOULD NOT EXCEED 12 INCHES IN ORDER TO 1 Z
o TO BE INSTALLEDo
ZABEL OR EQUAL 7�� _ ':: ;: I IL ENHANCE NATURAL AERATION AND NITROGEN UPTAKE BY PLANT LIFE. THE SYSTEM SHALL BE EXCAVATED T >
., :. 0
5-2 � ...�• ;
4'-9" d I I s•.:' - DESIGN DEPTH WITH BOTTOM PRACTICALLY LEVEL. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE FIELD SCALE: AS NOTED
DIVERT RUNOFF FROM V _ WASHED CONCRETE SAND BECAUSE THE WEIGHT MAY PERMANENTLY ALTER SOIL CHARACTERISTICS DUE TO COMPACTION CAUSE W
0 2'BAFFLES MAY BE UP SLOPE DRAINAGE _ _ _ _ _ =r =I ASTM C33<10%PASSING#100 SIEVE SIDEWALL CAVE-INS,AND/OR MISALIGN AND BREAK PIPE. DATE: 9/21/09 z
v AREAS EACH SIDE I I III III=III=III-) I (-III III- AND<3/o PASSING#200 SIEVE. Z
USED INSTEAD OF 6. THE SYSTEM BOTTOM SHALL BE RAKED AND IMMEDIATELY COVERED WITH AT LEAST SIX INCHES OF SAND. ANY °
SANITARY TEE PRECAST SEPTIC SMEARED SURFACES ON THE TRENCH SIDEWALLS ARE TO BE RAKED. DRAWN BY: VISION W
TANK 7. THE PIPE SHALL BE CAREFULLY SLOPED AT BETWEEN 1/16 INCH AND 1/32 INCH PER FOOT.
8. GEOTEXTILE FABRIC IS TO BE INSTALLED OVER ENTIRE SYSTEM AREA. PROJECT:
9. PREPARE THE SITE ACCORDING TO STATE AND LOCAL REGULATIONS. DO NOT INSTALL SYSTEM ON FROZEN OR w
2'-0" MIN.ABOVE GROUNDWATER OR SATURATED GROUND. °x w
GROUNDWATER OR IMPERVIOUS JOHN CENTER
IMPERVIOUS 10. SCARIFY RECEIVING LAYER TO ELIMINATE SMEARING. F
3'-0" 11. ADD 6"LAYER OF WASHED SAND,WITH NO MORETHAN 5% PASSING A#200 SIEVE AND 10% PASSING A#100 SIEVE. 32 OHIO AVENUE ° _w�
12. AVOIDING FOOTPRINTS, PLACE IN-DRAINS WITH PAINTED STRIPE FACING UP, END-TO-END ON SAND IN TRENCH. o
13. CENTER 4"PERFORATED DISTRIBUTION PIPE LENGTHWISE OVER IN-DRAINS. USE SOLID PIPE OVER COMPACTED DRAWING TITLE � a
_-_-_- - SAND FROM DISTRIBUTION BOX TO IN-DRAINS. w
PE TO
N-DRAIN UNIT, USING ONE ELJEN WIRE CLAMP PER IN-DRAIN UNIT.
ci
GRAVEL BED COMPACTED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 14 STRAIGHT. SECURE IDOWNITHOUGH CORE, FORCING THROUGH FABRIC INTO UNDERLYING SAND PUSH CLAMP ENDS REPLACEMENT SEPTIC o
(NOT REQ'D. IN SANDY WELL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15. SPREAD ELJEN COVER FABRIC LENGTHWISE OVER PIPE AND DRAPE OVER SIDES OF IN-DRAINS. SECURE IN PLAN w r
a o,
SECTION VIEW DRAINED SOILS) PLACE WITH HAND-SHOVELED SAND USING CAU110N TO AVOID BLOCKING HOLES IN PERFORATED PIPE v W
16. PLACE MEDIUM TO COARSE SAND 6'(MINIMUM)Ar THE SIDES IN TRENCH (12" IN BED CONFIGURATION). m o
17. COMPLETE BACKFILL AND LOAM TO 12'(MINIMUM OVER PIPE. FILL SHOULD BE CLEAN, POROUS,AND DEVOID OF DRAWING NO. z
LARGE ROCKS
1000 GALLON SEPTIC TANK DETAIL ELJEN IN-DRAIN STANDARD ABSORPTION SYSTEM 18 DIVERT RUNOFF. FINISH GRADE TO PREVENT SURFACE PONDING. SEED LOAM,AND PROTECT FROM N o
CIA
NOT TO SCALE DWG C=1 co Z 0
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