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W♦ � " � � BUSH . 8 RpZELLE STREET, QUEENSBURY, N.Y. ■
BUSH . . ` (0.36±ACRES-TAX I.D.NUMBER 309.14-1-63)
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SITE LOCATION MAP = N N
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ALL FEDERAL,STATE,AND LOCAL CODES AND
O O REGULATIONS SHALL BE CONSIDERED TO BE PART
OD O0 OF THE BUILDING DETAILS AND SPECIFICATIONS
° TOTAL AREA O HEREIN.IF DISCREPANCIES BETWEEN THE CODES
O O O AND REGULATIONS AND THE INFORMATION
O O CONTAINED ON THESE PLANS EXIST,THE MORE
o oa, 0.36 + Ac. O O STRINGENT SHALL APPLY UNLESS THE INFORMATION
RELOCATED SHED. O Cb SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION
O� p OF THE CODE,IN WHICH CASE THE CODE OR
INSTALL OVER 4 INCHES ` O REGULATION SHALL TAKE PREFERENCE OVER PLANS.
OF#2 CRUSHED STONE 00 DIG SAFELY NEW YORK
BEDDING o O CALL BEFORE YOU I WAIT THE REQUIRED TIME
OO ` CONFIRM UTILITY RESPONSE
SHED Cb O O O RESPECT THE MARKERS
-DIG WITH CARE
G SAFE DIGGING IS EVERYONES RESPONSIBILITY!
PLEA` E CALL 1-800-962-7962 BEFORE YOU DIG.
G / VISIITTSwww gsafeynewyork.com FOR ADDITIONAL
SHED G INFORMATION.
G IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
` 2 OF THE NEW YORK STATE EDUCATION LAW
/ \ G FOR ANY PERSON,UNLESS ACTING UNDER THE
` G /
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER,TO ALTER THIS DOCUMENT IN ANY
WAY.IF AN ITEM BEARING THE SEAL OF AN
ENGINEER IS ALTERED,THE ALTERING ENGINEER
SHALL AFFIX TO THE ITEM HIS SEAL AND THE
NOTATION
NATURE,,THE"ALTERED
AD DATE OF SUCH D BY HIS
SIGNATURE, ALTERATION,
YG.!�' ' /`N ` AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
G. . . ��
"I have seen or _ ad, o, e of, GAS METER / / p4
all objects such a�
shown on this docu _ Q
personally measured' 't .aiagram." FLOWER BED
(PET CEMETERY)TO
REMAIN UNDISTURBED
`?: . . . . . EXISTING
2-BEDROOM / ENGINEERS STAMP:
UNVERIFIED HOUSE
EXISTING FAILED /
SEPTIC FIELD TO ,� OF wEl'I/y
BE REMOVED IN 0
FERNCO TO EXISTING
ITS ENTIRETY HOUSE SEWER,WYE,AND FTHE TAIS S G Tu SDRN ILLEGAL N Y OTIN BLUE
VERTICAL CLEANOUT TO
\
MAN. COPY OR A M DU F ORIGINAL DOCUMENTS
00 GRADE(INVERT 100.0,
NOT CONTAINI 0 G P.. SI T BE
� \ , . . . . .
20 .' " ; ' `� I�
�\ \ \ \ 4"SDR �a APPROX. GRADE AT USED TO I 1N6 FO UCTIIOON•
\TH#1 \ \ 35 @ 1% �.,���G' ELEVATION 102.6't) �o 790
.` 60
8-HOE \ \ \ �1 . . . .. .
SEPTIC SYSTEM DESIGN INFORMATION DISTRIWTION BOX \ \ \ \PT#1 \ 4"PVC �oF S,o�//
4"INV.N=99.64't \ \ \ \ SCHED
\ \ \ \
SOIL TEST DATA: o 40 @ 2%\ \ \ \
\ :` DANIEL W.RYAN,P.E.-LICENSE#NYS 079060
PERCOLATION TESTS: ` \ \ \\'' L 1 O ELECTRIC P G-
\ O
PT#1 TRIAL 1: 0: PER INCH REL001TED AS EXISTIIG SHED TO BE \\ \ REFERENCE ATDN METER
G REVISIONS
`.EXISTI USE SEVER \ 6
TRIAL 2: 0:57 57 PER INCH SHOWN °
TRIAL 3: 1:04 PER INCH �� � ELEVATION 110.0' � \
AT COLLAPSED TANK \ 5
TRIAL 3: 1:06 PER INCH ` \ . . . . . . . " J
COMPLETED ON: 9/2/09 BY: VISION ENGINEERING,LLC �. . . APPROXIMATE LOCATION OF \ 4
` SHE
\ \ 0
EXISTING FAILED SEPTIC TANK- Z
PUMP AND REMOVE IN ITS °^ 3 z
DEEP TEST HOLE: \ . . . \ \\ ENTIRETY 2 z
. . . . \
DEPTH: TYPE: \ \ \ 1000 GAL. SEPTIC TANK- g, 1 0
TH#1 0-8" TOPSOIL \ \ r'p\ \ \ \ 4"INV. IN=99.87't Cn
8-26" YLW BRN LOAMY FINE SAND EXISTING FENCE \ \ \ \ \ \ 4"INV. OUT=99.70't SCALE: AS NOTED m
26-46" PALE BRN LOAMY FINE SAND TO BE REMOVED f \ \ \ \ \ \ MAP REFERENCES: i
46-60" LT BRN FINE SAND, COMPACT \ \ \ \ I 1. WARREN COUNTY TAX MAPPING AND GIS DATA DATE: 9/21/09 LU
z
\ \ 2. FIELD MEASUREMENTS CONDUCTED BY O
NO BEDROCK, GROUNDWATER, OR MOTTLING OBSERVED \ \ / VISION ENGINEERING , LLC z
DRAWN BY: VISION W
COMPLETED ON: 9/17/09 BY: VISION ENGINEERING, LLC -
- PROJECT:
SEPTIC SYSTEM DATA. ` MYRTLE RAMSEY W
8 ROZELLE STREET
NO. OF BEDROOMS: 2 o
TYPE OF SYSTEM: STANDARD ABSORPTION TRENCH ♦ GRAPHIC SCALE
FLOW RATE PER BEDROOM: 130 GPDBEDROOM o
/ o �
DESIGN FLOW RATE: 260 GPD / 10 0 5 10 20 40 DRAWING TITLE (J
MINIMUM SEPTIC TANK CAPACITY: 1000 GAL. PROPOSED SEPTIC PLOT PLAN o
DESIGN PERCOLATION RATE: 1-5 MIN./IN. 1 INCH= 10 FEET SEPTIC SYSTEM
APPLICATION RATE: 1.2 GPD/sF // 1 INCH FEET) 01
FT REPLACEMENT PLAN o TOTAL TRENCH LENGTH: 108 FT 0010/ 0
INSTALL(6)TRENCHES @ 20 FT
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SEPTIC SYSTEM GE1 ERAL NOTES:
1. SEWAGE DISPOSAL SYSTEMS SHALL NOT BE INSTALLED IN WET OR FROZEN SOIL. , O
2. THERE SHALL BE NO VEHICULAR TRAFFIC OVER THE SEWAGE DISPOSAL SYSTEM. PRIOR TO CONSTRUCTION,THE AREA OF THE 3
SYSTEM SHALL BE STAKED OUT AND FENCED OFF. q
3. THE SANITARY DISPOSAL SYSTEM HAS BEEN DESIGNED IN GENERAL CONFORMANCE OF"APPENDIX 75-A,WASTE TREATMENT- 7" W
INDIVIDUAL HOUSEHOLD SYSTEMS, NEW YORK STATE SANITARY CODE". __ ~
4. CELLAR, ROOF,AND FOOTING DRAINS SHALL NOT BE DISCHARGED INTO THE SEPTIC SYSTEM OR IN THE VICINITY OF THE r -1
ABSORPTION FIELD.
5. THE SEWAGE DISPOSAL SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE GARBAGE GRINDERS OR WATER SOFTENER
i 20"DIA.OR SQUARE COVER
BACKWASH.
6. HOUSE SEWERS ARE LAID ON FIRM FOUNDATION AT A MINIMUM GRADE OF ONE-QUARTER INCH PER FOOT PREFERABLY I I
WITHOUT BENDS. AT LEAST ONE CLEANOUT WITH A PROPERLY FITTED PLUG IS TO BE PROVIDED. THE HOUSE SEWER SHALL _ 0
ALLOW FOR VENTING OF GASES FROM THE SEWAGE SYSTEM. I ��� �� ��� \�� I V c
7. HOUSE SEWER CONSTRUCTION INCLUDING MATERIALS SHALL COMPLY WITH THE APPLICABLE REQUIREMENT OF THE PLUMBING - I i �� i �� ( J W
CODE OF NEW YORK STATE. INLET END ( i _ i - I OUTLET END
8. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND ANY WATER LINE. WHERE I `� i I NJ
LINES MUST CROSS,THE WATER SERVICE LINE SHALL BE AT LEAST 12 INCHES ABOVE THE HOUSE SEWER. IF A WATER LINE I `� ,��� 20"DIA.OR SQUARE COVER `� �� I N
MUST PASS BELOW THE HOUSE SEWER,THE VERTICAL SEPARATION MUST BE AT LEAST 18 INCHES.
9. SUCTION WATERLINES SHALL NEVER CROSS UNDER HOUSE SEWERS OR ANY OTHER COMPONENT OF THE SEWAGE SYSTEM.
10. ANY CHANGE IN DIRECTION OF HOUSE SEWER PIPE WILL REQUIRE A CLEANOUT. I "HIGH DENSITY POLYETHYLENE I
11. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. NOTIFY ENGINEER OF ANY PIPE SEALS AT ALL CONNECTIONS I ��
DISCREPANCIES. ( I
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12, CONTRACTOR TO FIELD LOCATE ALL EXISTING SEPTIC SYSTEM COMPONENTS PRIOR TO CONSTRUCTION FOR COORDINATION ___________
WITH NEW SYSTEM SPECIFIED. CONTRACTOR TO REMOVE AND PROPERLY DISPOSE OF ALL EXISTING SEWAGE COMPONENTS A, 7L_ - - W Z
NOT INDICATED TO REMAIN. W J 3
13. IT IS CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND VERIFY ACCESS REQUIRED TO COMPLETE WORK SPECIFIED WITHILI
(DIMENSIONS SHOWN BASED ON FORT MILLER TANK)
OWNER PRIOR TO CONSTRUCTION.
14. ALL DISTURBED AREAS TO BE TOPSOILED, SEEDED,AND MULCHED AFTER BACKFILLING AND RE-GRADING. TOP VIEW ��1 K p
15. CONTRACTOR TO LAY OUT ENTIRE SYSTEM TO VERIFY DEPTHS, INVERT ELEVATIONS, BOUNDARY LINES AND SETBACKS IN W
ACCORDANCE WITH PLANS PRIOR TO CONSTRUCTION. WHERE LOT LINES ARE NOT KNOWN OR CANNOT BE VERIFIED FROM
SURVEY FIELD MARKERS,CONTRACTOR SHALL EMPLOY SURVEYOR FOR FIELD VERIFICATION OF PROPERTY LINE LOCATIONS rn
PRIOR TO CONSTRUCTION. u >
16. CONTRACTOR SHALL NOTIFY LOCAL JURISDICTION AND ENGINEER FOR FIELD OBSERVATION OF SYSTEM INSTALLATION PRIOR PVC THREADED CAP ■
t0 BACKFILLING. GROUND SURFACE LOCATION MARKER
17. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS PRIOR TO START OF WORK. _ _ z 0
18. CONSTRUCTION OF THE SANITARY DISPOSAL SYSTEM SHALL BE PERFORMED UNDER THE GUIDANCE OF A NEW YORK STATE -I!I- 1- I"--I '=I 1 -I, --- -- I I -- FINISHED GRADE co
E _ co
- �i-! E II v I I�i t, iil .! N N
E IN ACCORDANCE WITH THE I __ 1 - ,1- - -' - - - I - _1 I __ I I- I=! i _.__i ! - rn
LICENSED PROFESSIONAL ENGINEER. CERTIFICATION THAT THE INSTALLATION WAS MAD �___.� -I 1 (-�1 I-_I I F- l I=s I(` I -I I-C I I--�E LEI, �- I I- -,I I-1'i- 11= !-I
APPROVED PLANS AND APPENDIX 75-A WASTEWATER TREATMENT STANDARDS FOR INDIVIDUAL HOUSEHOLD SYSTEMS SHALL ��� �=V 1 i=!}I--"`-'''-'Z --'I I-'`I-' -' ` 12"t ' '- I I ' I` 'I - t --I F;-- '-- {° i !
i o I _ I i -_� ( i�l[I �� { ,! I-�I v= i! f .a I .I1- (� N Q
BE MADE TO THE NEW YORK STATE DEPARTMENT OF HEALTH AND THE LOCAL CODE ENFORCEMENT OFFICER. " COVER E 1 -;
_ _ i I=i , -III f; -1`+1=-I f i=i , _; s_ Z 0
-I COVER U 4"RISER AS REQUIRED L j co
4 ..•. .�
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4"SDR-35 INLET • + , 450 BEND a cp x
(SLOPE 1/4"PER FT.) _ T 4' SDR-35 OUTLET_
_N
__ _ LIQUID D' L1_
--- --------------------- TO PUMP STATION OR D-BOX 4"WYE
LEVEL (SLOPE 1/8"PER FT.)
�INV. OF INLET
2"MIN.ABOVE = 1 �� TO SEPTIC TANK FROM HOUSE ALL FEDERAL,STATE,AND LOCAL CODES AND
INV. OF OUTLET a of rile BUILD BUILDING DETAILS AND NS SHALL BE IS SPECIFICATIDERED TO BE ONS
SANITARY TEE w ;
HEREIN.IF DISCREPANCIES BETWEEN THE CODES
AND REGULATIONS AND THE INFORMATION
25" 0 NOTE: INSTALL EXTERIOR CLEANOUT AT ALL BENDS IN HOUSE SEWER TO SEPTIC TANK CONTAINED ON THESE PLANS EXIST,THE MORE
-- N = -
d STRINGENT SHALL APPLY UNLESS THE INFORMATION
J SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION
CLEAN-OUT DETAIL OF REGULAHE TION
SHALLWHICH CASE THE PREFERENCE
E OR
� 2'BAFFLES MAYBE REGULATION SHALL TAKE PREFERENCE OVER PLANS.
eh NOT TO SCALE DIG SAFELY NEW YORK
USED INSTEAD OF
1 I INLET SANITARY TEE PRECAST SEPTIC -WAIT THE REQUIRED TIME
1 I I I CALL BEFORE YOU DIG
TANK -CONFIRM UTILITY RESPONSE
-RESPECT THE MARKERS
I -DIG WITH CARE
U-J 4"TOPSOIL MOUND FOR SETTLING
01 i SAFE DIGGING IS EVERYONES RESPONSH31LITYI
�.T .. . {, ,' GRADE PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.
.__IJ Z I��I I�I I- I I- I r VISIT www.digsafeynewyork.com FOR ADDITIONAL
f = -I I = LANDSCAPE FABRIC,RESIN PAPER, INFORMATION.
4"HIGH DENSITY POLYETHYLENE
OR GEOTEXTILE FABRIC(FULL
0 IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
PIPE SEALS AT ALL CONNECTIONS
TOP VIEW 2 FT.WIDTH OF TRENCH OR ANY PERSON,UNLESS ACTING UNDER THE
) 2 OF THE NEW YORK STATE EDUCATION LAW
DIRECTION OF A LICENSED PROFESSIONAL
CONCRETE OR STONE MIN.BAND OR PEA +I ENGINEER,TO ALTER THIS DOCUMENT IN ANY
MARKER ABOVE ALL GRAVEL BED COMPACTED N WAY.IF AN ITEM BEARING THE SEAL OF AN
BURRIED COVERS (NOT AEQ'D. IN SANDY WELL
ENGINEER IS ALTERED,THE ALTERING ENGINEER
DRAINED SOILS SHALL AFFIX TO THE ITEM HIS SEAL AND THE
RECOMMENDED. SECTION VIEW ) �p NOTATION"ALTERED BY"FOLLOWED BY HIS
'GRADE -, ,,_, 4"DISTRIBUTOR PIPE-6'-0"O.C. SIGNATURE,THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
NATURAL SOIL SUBGRADE
6"-12"COVER 1000 GALLON SEPTIC TANK DETAIL
NOT TO SCALE o -�
INSPECTION COVER IMPERVIOUS SOIL LAYER,OR
INLET BAFFLE -
8 OUTLET SEPTIC TANK NOTES: - _ = EVIDENCE OF HIGHEST LEVEL OF
DIST. BOX +'?:.:« % ;: ;': GROUND WATER
INLET FROM 1. THE MINIMUM DISTANCE BETWEEN THE INLET AND OUTLET SHALL BE SIX FEET. 2'-0"
SEPTIC TANK 2. TANKS MUST BE WATERTIGHT, CONSTRUCTED OF DURABLE MATERIAL NOT SUBJECT TO CORROSION, DECAY, FROST TRENCH WIDTH
DAMAGE, OR CRACKING. AFTER INSTALLATION,ALL SEPTIC TANKS SHALL BE ABLE TO SUPPORT AT LEAST 300 POUNDS PER ENGINEERS STAMP:
SQUARE FOOT(PSF).
' 3. TANKS WITH A LIQUID DEPTH OF 48 INCHES OR MORE SHALL HAVE A TOP OPENING WITH AMINIMUM OF 20 INCHES. TYPICAL LEACH FIELD SECTION
iv 4. TANKS SHALL HAVE INLET AND OUTLET BAFFLES, SANITARY TEES OR OTHER DEVICES TO PREVENT THE PASSAGE OF F NEIV
4"0 OUTLETS WITH HIGH ' •.� FLOATING SOLIDS AND TO MINIMIZE DISTURBANCE OF SETTLED SLUDGE AND FLOATING SCUM BY SEWAGE ENTERING AND NOT TO SCALE
DENSITY POLYETHYLENE LEAVING THE TANK. IF THE STAMP ON THIS IN BLUE
PIPE SEALS AND SPEED COMPACTED 5. THERE SHALL BE A MINIMUM OF ONE INCH CLEARANCE BETWEEN THE UNDERSIDE OF THE TOP OF THE TANK AND THE TOP � I SET OR A I ILLEGAL
LEVELERS OF ALL BAFFLES, PARTITION AND/OR TEES.
SAND OR GRAVEL NOT CONTAINI T BE
6. TANKS SHALL BE PLACED ON AT LEAST A SIX INCH BED OF SAND OR PEA GRAVEL.
7. THERE SHALL BE A MINIMUM DROP IN ELEVATION OF TWO INCHES BETWEEN THE INVERTS OF THE INLET AND OUTLET PIPES. USED TO FOR w ON.
SECTION VIEW 8. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 POUNDS PER SQUARE INCH(PSI)AT 28 DAYS SET. 44
c�
(DIMENSIONS SHOWN BASED ON FORT MILLER D-BOX) 9. WALL THICKNESS SHALL BE A MINIMUM OF THREE INCHES UNLESS THE DESIGN HAS BEEN CERTIFIED BY A NEW YORK �� 79LICENSED PROFESSIONAL ENGINEER AS UrOO
H ALL APPROPRIATE REQUIREMENTS FOR THIN-WALL
DB8 DISTRIBUTION BOX CONSTRUCTION. ALL WALLS, BOTTOM AND O OP SHALL CONNG TAINCO TAIN REINFORCING TO ASSURE SUPPORT FOR 00 PSF. ROF SSIO�P�
NOT TO SCALE 10. ALL JOINTS SHALL BE SEALED SUCH THAT THE TANK IS WATERTIGHT.JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED
FOR WATERTIGHTNESS PRIOR TO BACKFILLING.
11. TANK SIZED FOR 2-BEDROOM HOUSE WITH NO GARBAGE GRINDER DANIEL W.RYAN,P.E.-LICENSE#NYS 079060
N REVISIONS
z 6
DISTRIBUTION DEVICE NOTES: - - _ - - - - 5 U
GRADE _ _
4
1. MINIMUM SLOPE OF EACH OUTLET PIPE SHALL BE a INCH PER FOOT. w T_ I ,�I I I I I I I-" j I III I W
ALL OUTLET PIPES FROM DISTRIBUTION BOX TO HAVE FLOW LEVELERS INSTALLED. O E TRENCH I I-� =I1T=I I=1TI l iI=1 I I I - I " -I I I - 3 Z
2. L O SLOP R
3. DISTRIBUTION BOX KNOCKOUTS TO HAVE HIGH DENSITY POLYETHYLENE PIPE SEALS. 0° w
4. THE DISTRIBUTION BOX SHALL HAVE A REMOVABLE COVER NOT MORE THAN 12 INCHES BELOW GRADE. ¢ z 6'-0" ABSORPTION TRENCH BOTTOM 2 W
SEE TYP.DETAILS 1/16"- 1/32" o
WHERE, DUE TO SITE CONDITIONS,A DISTRIBUTION BOX MUST BE GREATER THAN 12 INCHES BELOW w� (TYPICAL) 4"TOPSOIL, SEED,AND MULCH PER FOOT 1 0
THE SURFACE,AN EXTENSION COLLAR SHALL BE INSTALLED TO WITHIN 12 INCHES OF THE SURFACE. - �- FIELD AND ALL SURROUNDING _ _ _ _ 5
5. ALL OUTLETS FROM THE DISTRIBUTION BOX SHALL BE AT THE SAME LEVEL,AND HAVE THE SAME 04 SLOPE SLOPE DISTURBED AREAS IMMEDIATELY =1(T= I= -I I I I- I =I - I I I I _�I-I I I I I� I I I(�I I�I SCALE: AS NOTED }
m
SLOPE FOR THE FIRST 10 FEET TO INSURE THE EVEN DISTRIBUTION OF FLOW. T=I - -I I-1 I Imo - =►TI-Th I LI I fl 1 i 1= I-
6. DISTRIBUTION BOXES MUST BE SET ON A BED OF SAND OR PEA GRAVEL AT LEAST 6 INCHES THICK.
CRUSHED STONE OR �T=�� co
DATE: 9i21i09
0. ..:..:
EN INLET AN OUTLET INVERTS SHALL BE AT LEAST TWO INCHES. A BAFFLE IS 7•' :; "':'`'> ' _ =T� 4"PERFORATED ��--III-I I v
7. THE DROP BETWEEN D "' WASHED GRAVEL I I I
REQUIRED AT THE INLET SIDE OF THE BOX.
DIVERT RUNOFF FROM - �- w
'•��: '�*- 3/4 TO 1 1/2 �I�I- PVC LATERAL DRAWN BY: VISION
UP SLOPE DRAINAGE '� ��`'�' ''` "�''' "`'
EN THE INVERTS OF THE OUTLETS AND fHE :., '., . :'..'..,:'.:::.;;.•:::;::`t',.'':.' :;,. :' : '::,'.:,
8. THERE SHALL BE A MINIMUM TWO INCH CLEARANCE BETWEEN AREAS -:',;.s.: ..,.:,.......:.:.;: ..go-.:,,,,•:•.;:_;;•:.+'..'':;•'�::'. :::'>•,.�;:•"'::':';;' :.:'°.;':::::--:..,':.,:.;.,:-; III=III= °
BOTTOM OF THE BOX. .' _::':' ;"` ::;'•';''•:;'.'`' .:•,..:.;::;: : - EXISTING SITE SOIL W/ PROJECT:
_I I
BUTTON BOX BY FORT MILLER CO. INC.OR EQUAL.
9. PRECAST DISTRIBUTION PERCOLATION RATE w
:; NOTE: LENGTH AND LAYOUT OF FIELD O y
INDICATED IN DESIGN =w
2'-0"MIN.ABOVE SHALL BE BASED ON ATTACHED DESIGN MYRTLE RQMSEY �N
BEDROCK,GROUNDWATER, SEE NOTES AND SCHEDULES FOR INFO 8 ROZELLE ST. w
rr
OR IMPERVIOUS NOTES: D
r 1. ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED OR PLUGGED
1. SEE TYPICAL ABSORPTION TRENCH DETAILS FOR INFORMATION NOT SHOWN 2. ALL LATERALS TO BE OF EQUAL LENGTH. DRAWING TITLE
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3. INSTALL LATERALS PARALLEL WITH CONTOURS W. cfi
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SEPTIC SYSTEM o
LEACH FIELD PROFILE DETAILS 0 W
STANDARD ABSORPTION 3-TRENCH DETAIL NOT TO SCALE Ii-in
NOT TO SCALE °z 5
DRAWING NO. J
J oW
= C
DWG C=2 :5
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