Nathan and Alta Avenue i
SEPTIC SYSTEM DESIGN
4 �
SOILS DATA "' """'"'—""— — --�-- . MOTION TO APPROVE FINAL STAGE SUBDIVISION NO. 10-2008 LARRY CLUTE, Introduced by
Gretchen Steffan who moved for its adoption, seconded by Thomas Ford:
DESIGN FLOW - PROPOSED 3 BEDROOM HOUSE = 330 GPD
TEST Plj� i;
According to the resolution prepared by Staff. Paragraph Four A complies. Paragraph Four B, Negative declaration.
Paragraph Four F does not apply. Paragraph Four G does not apply.
TP #1 - 0-6" TOPSOIL TP #3 - 0-10" TOPSOIL SEPTIC TANK - USE MIN. 1,000 GALLON TANK
" "
6-16 LOAMY MEDIUM CORASE SAND 10-3Q LOAMY MEDIUM CORASE SAND a) Pursuant to relevant sections of the Town of Queensbu Zoning Code C
i 16-72" MEDIUM COARSE SAND 30-148" MEDIUM COARSE SAND ABSORPTION FIELD - SEEPAGE PITS PROPOSED rY 9 [Chapter A-183], the Planning Board
has determined that this proposal complies with the requirements as stated in the Zoning Code; and
- AT A PERC RATE OF 1 - 5 MIN/IN 275 LF OF ABSORPTION wm„ ,ter
l«� NO MOTTLING OR GROUNDWATER OBSERVED NO MOTTLING OR GROUNDWATER OBSERVED AREA IS REQUIRED b) The requirements of the State Environmental Quality Review Act have been considered and the Planning
- USE 1 - 8'0 X 8' DEEP SEEPAGE PIT = 302 SF PROVIDED Board has adopted a SEQRA Negative Declaration; and
TP #2 - 0-11" TOPSOIL
11-24" LOAMY MEDIUM CORASE SAND '
M c) Final approved plans, in compliance with the Subdivision, must be submitted to the Community Development „a 24-75" MEDIUM COARSE SAND ,� •, ,,�,�r�
STOR M WAT B_l�1.61�.AGEM EN T ....�..�� Department before any further review by the Zoning Administrator or Building and Codes personnel. The
NO MOTTLING OR GROUNDWATER OBSERVED applicant must meet with Staff after approval and prior to issuance of Building Permit and/or tlhe beginning of
LOT #1 & 2 any site work. Subsequent issuance of further permits, including building permits is dependent on
DRIVEWAYS - 1322 SF compliance with this and all other conditions of this resolution; and
1.5 GALLONS/SF X 1322 SF = 1983 GAL. 265 CF OF STORAGE REQUIRED ��;. ,•
80 LF X 2 FT(W) X 2 FT(D) = 320 CF OF STORAGE PROVIDED d) As-built plans to certify that the subdivision is developed according to the approved plans to be provided rior
• =,
to issuance of the certificate of occupancy and SITE
PERCOLATION TESTS HOUSE ROOFS - 2628 SF ,,u z
Q
1.5 GALLONS/SF X 2628 SF = 3942 GAL. 526 CF OF STORAGE REQUIRED e) Not applicable, If applicable, Item 8 to be combined with a letter of credit; and •,. """' �'ks' oisi1 t�"""
PT#1 (LOT #2A) - 1" IN 0 MINUTE 41 SECONDS 190 LF X 2 FT(W) X 2 FT(D) = 760 CF OF STORAGE PROVIDED
PT#2 (LOT #2B) - 1" IN 0 MINUTE 30 SECONDS f) Not applicable, The Sanitary Sewer connection plan must be submitted to the Wastewater Department for its
PT#3 - 1" IN 1 MINUTE 20 SECONDS (BETWEEN SEEPAGE PITS) review, approval, permitting and inspection; and
TEST PITS & PERCOLATION TESTS PERFORMED ON 11/13/08 BY NACE ENGINEERING P.0 g) This is approved with the following condition. ,
ADDITIONAL TEST PITS FOR THE SEPTIC SYSTEM MUST BE PERFORMED IN COMPLIANCE WITH
THE TOWN OF QUEENSBURY CODE CHAPTER 136 APPENDIX F PRIOR TO APPLICATION FOR BUILDING PERMIT. 1. That the applicant submit Final subdivision plans to Staff that are Cade compliant, specifically the
wastewater system is compliant, and also that the applicant will denote on the plan the existing house on
Lot Two.
WAME bnp _0
' Duly adopted this 21 day of April, 2009, by the following vote:
y PROPERTY IS LOCATED WITHIN
LANDS N/F OF THE GLENS FALLS CITY CENTRAL
r AYES: Mr. Traver, Mr. Krebs, Mr. Seguljic, Mr. Sipp, Mrs. Steffan, Mr. Ford, Mr, Hunsin er LOCATIONMAP
COLOMBE SCHOOL DISTRICT g NOT TO SCALE
y and NOES: NONE RECOMMEND ALL ACCESS
/ THE WEST GLENS FALLS & CLEANOUT OPENINGS c
/// / APPROXIMATE BE RAISED TO 6 BELOW CONCRETE OR STONE C �
100 FIRE PROTECTION DISTRICT MARKER ABOVE ALL do °0
" / / / FINISH GRADE FINISH GRADE. CQ �
o VINp FENCE LINE\ "��'"""�'�%��•;:<,�.,,,; BURBLED COVERS
_ o S83 14' 10
o ,_ 95 RECOMMENDED. W
o cam. N
' •� � 4 ' 1 1 5:, 0 4 VINYL FENCE LINE 0
Li
• l �' �+
�° <' :'� :• _._„' s INLET BAFFLE VE OVER W Z aRi
.. y .�� • '• :�_;.. 12 MIN. CO R Z
' '----
ALL STRUCTURES
a 36LFX2FT D
EAVE TRENCH #1 DISTRIBUTION BOX A
!: . . . .. ...�..• : i
'� `_ , • . _ . - •• •..�; •, ,� � BY FORT MILLER OR � A
PROPOSED C 3
EQUAL
1 STORY U
WOOD FRAMED LIQUID LEVEL
MIN a � �
` HOUSE . SLOPE G►
1/4 PER FOOT MIN. SLOPE O 0 in
50 LF X 2 FT (W) X 2 FT (D)
t ? 36 LF X 2 FT (MI) X 2 FT (D) 1/8" PER FOOT
INFILTRATION TRENCH " EAVE TRENCH o o
(SEE TYP. DETAIL DWG. 46242-2) ALL OUTLET INVERTS F
1 - 8'0 x 8 FT DEEP SEEPAGE PIT 2`S�a ' b z o 1000 GAL SEPTIC TANK CP 00
WITH 1007r REPLACEMENT FOR FUTURE TO BE SET AT a'
°3 TP #2 o BY FORT MILLER OR PEA EXACTLY THE SAME W (/j
o co EQUAL GRAVEL ELEVATION. w
P�;2
0) ° INLET & OUTLET (USE OF SPEED LEVELERS Z .0 b
o LANDS N/F OF BAFFLES DISTRIBUTION BOX ENCOURAGED) �""� o � o
GLADYS X N.T.S. a N
1,000 GAL Z Z o
N
' `tMIN. SEPTIC TANK 95 p � INSTALLATION OF DISPOSAL FIELDS �' V-
C/1
__.__
TP #3 LOT 1`, al 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, p6 A M
PT 3 ¢ t, -�' AREA—a—, AND SHALL BE IN ACCORDANCE WITH THE N.Y.S.
DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND z W
1 - 8'0 x 8 FT DEEP SEEPAGE PIT o 10,350 sq.ft.. ` '_', MINIMUM 2x WIDTH ASTIM F481-76 IMSTALLATION OF THERMOPLASTIC PIPE AND �+ ;� m
WITH 1007E REPLACEMENT FOR FUTURE 6.24 acres', MAXIMUM 4x WIDTH CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
,
S83°14' 01,
E 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS
o? _ 15,pp
MIN OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN.
. 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED,
MIN b '"�
o� THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED
AND RAKAN E
` PROVIDE 3" SAND OR---�� 01 SM AREDE ECTIONSHOFE ENCH N SURFACE AND TO LOOSEN
TA 1.000 GAL o _ PEA GRAVEL UNDER TANK
N.T.S. 4. PLACEMENT OF CRUSHED STONE, PER PE AND UNTREATED BUILDING
30.�. �-� '\ ;C_T-.-- - PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE
�Oa EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND
•' A "• •. �"N o WASTE MATERIAL IN THE TON OTHER WAS STONE AND PIPE.
SEPTIC TANKS 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE
RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT
�. ... ... .�<::los 64 LF X 2 FT ( ) X 2 FT (D)
W CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS
• ''' • ' ' EAVE TRENCH OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID
.4 .; :e• GARAGE
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK WITH THE HOLES DOWN IN ALL CASES.
' } 1 STOR y STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL
4 OD FRAM D W
WO AS MANUFACTURED BY FORT MILLER OR EQUIVALENT.
AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY �+ q
LD Ca �1
• •,., 1 HOUSE � , ,, ,0 2. AEI. STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR FROM THE DISPOSAL FIE . 0
Ip 1; 1' '0 GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS 7, REMOVE LEAVES ROOTS PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR U
CELLAR ° q �, ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS r
}} ENrRY v) o� NECESSARY ::I
TO ACHIEVE A STABLE FOUNDATION. TO SPREADING FILL MATERIAL.
1 ' LANDS N/F OF
-- __ PORCH z HILLER 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. A W a
T _ P � CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE �+
t $ DEPARTMENT OF HEALTH STANDARDS.
30 LF X 2 FT (W) X 2 FT (D CONCRETE OR STONE
INFILTRATION TRENCH 34 LF X 2;FT (W) X 2 FT (D)
MARKER ABOVE ALL
(SEE TYP. DETAIL DWG. 46242-2) EAVE TRENCH M'' LOT BURIE E COVERS
' AREA .�
10,350 sq ff. 20 LF X 2 FT (W) X 2 FT (D)
'0.24 acr s AVE TRENCH H
1 5.000 b ^
N83°14 10 7 PRECAST COVER
-'--' a IN PARKING AREA COVER SHALL BE
"- DESIGNED FOR TRAFFIC LOADING (H-20) 4-4
jeA
PRECAST CONCRETE DYWELL G
FORT MILLER OR EQUAL
iNA 4" PVC O 1/8"/FT. (MIN.) 10F1�F
C
p0105 THA
E-'
I SrD�, 00 0 ,
1 1- (boo 1 1)
EET � o0 0
loo MAP REFERENCE OgoP
iE
MAP OF A SURVEY MADE FOR a o O
GREG COLOMBE 8'-0" O.D. 2
BY.° VAN DUSEN& STEVES F MIN. PRECAST RING FOOTING
PLAN DATED:MAY 25, 2007 �U� �
we.
N01Eu�A 2008
_ SCALE: 1" = 20' 12' RwAwdFOM 20L�
DATUM-ASSUMED OWNER APPLICANT ZONING INFORMATION EFFECTIVE DIAMETER A�.2009
CONTOUR INTERVAL = 1 FOOT
GREG COLOMBE LARRY CLU7 E UR-10-URBAN RESIDENTIAL
1C MANOR DRIVE 6 HOLDEN AVENUE ' °' 2 1/2 " MIN. SIZE CRUSHED STONE (4A)
PLANNING BOARD APPROVAL QUEENSBURY, NY 12804 QUEENSBURY, NY 12804 A MINIMUM LOT SIZE. 10,000 sq. ft. d 4 P a o : O FOR ANNULAR SPACE & FOOTING
MINIMUM LOT WIDTH 75' oo pp o0 00
THIS SUBDIVISION WAS PREPARED TAX PARCEL �o OR 20 o�
Approved Under Authority Of UNDER THE SUPERVISION OF LICENSED SETBACKS: g00 Ovg
a Resolution do ted -= -_____ 2009 LAND SURVEYOR AND WAS MADE FROM 309.64-20.2 ° ° SEEPAGE P I T
P -� FRONT.• 30'
by the PI nin and of the AFIELD SURVEY. SIDE: 10'MINIMUM-SUM OF 30'
Town Q ee r r New York. THIS PLAN IS CONSISTENT WITH THE ZONING REAR 10` GROUNDWATER ORDINANCE OF THE TOWN OF QUEENSBURY. 1. ALL UNITS SHALL BE PRECAST CONCRETE AS MANUFACTURED SURVEY DWG. NO. 07063-2
_ Chairman PROPOSED IRON ROD MARKERS TO 8E SET AT BY FORT MILLER OR EQUIVELENT.
3. SEPTIC TANKS & DRYWELLS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY6242 .r.. 1
1
EACH LOT CORNER OR CHANGE OF DIRECTION. CONSTRUCTION DESIGNED FOR H--20 WHEEL LOADING.
� o Date Signed
Sheet 1 of 2
309.6-1-20.2 ENGR. DWG. NO. 46242-1
Id
^ww".4
rat 01 r,;
SEDIMENT AND EROSION CONTROL PLAN
EROSION & SEDIMENT CONTROL NOTES CONSTRUCTION SEQUENCING MAINTENANCE S.W.P.P.P. REQUIREMENTS
1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING 1. ALL DRIVEWAYS AND WATERUNES SHALL BE CONSTRUCTED WHEN 1. SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAPACITY 1. THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION OF THIS PROJECT MUST BE
EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM GROUND IS NOT FROZEN. EROSION AND SEDIMENT CONTROLS ARE HAS BEEN REDUCED BY 5OX FAMILIAR WITH ALL REQUIREMENTS OF THE SWPPP.
SWALES AND DITCHES AND AS INDICATED ON THE PLAN. NOT DESIGNED FOR USE WHEN THE GROUND SURFACE IS FROZEN. THE SWPPP.
2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24
2. SEDIMENT TRAPS MALL CONSIST OF PREFABRICATED DAMS OR CRUSHED STONE 2. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE 2. THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS 46242-1 TO 49242-2 AND THE
PLACED TO FORM A PERVIOUS BARRIER IN THE SWALE OR DITCH. THE SEDIMENT CONTROL FENCING AROUND THE PERIMETER GOOD WORKABLE CONDITION. STORMWATER MANAGEMENT REPORT.
OF THE CONSTRUCTION SITE AT THE EDGE OF EXISTING NATIVE VEGETATION AND
3. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR FAILURES OR AS INDICATED ON THE PLANS AND DETAILS. 3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS; 3. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE THE
CLOGGING, AND ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. TO COLLECT UTTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. ENGINEER CONDUCT AN ASSESSMENT OF THE SITE AND VERIFY THAT THE
4. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS 3. THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION DRIVEWAY ENTRANCE APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE BEEN ADEQUATELY INSTALLED.
POSSIBLE TO PREVENT EROSION, AND EVERY BARE EARTH AREA SHALL BE AS DETAILED IN THE LOCATION OF THE PERMANENT DRIVEWAY ENTRANCE. 4. ANY STOCKPILES OF FILL, TOPSOIL, EXCAVATED MATERIAL SHALL BE COVERED OR
CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. 4. AT COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PERFORM A FINAL
SEEDED AND MULCHED BY OCTOBER 19t. tEMPORARY RAPID GROWTH COVER 4. CONSTRUCTION OF THE HOUSE & INFRASTRUCTURE CAN THEN PROCEED INCLUDING: INSPECTION TO CERTIFY THAT THE SITE HAS UNDERGONE FINAL STABILIZATION AND
CROPSS, SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY SURFACE GRADING AND PLACEMENT OF FILL, INSTALLATION OF ALL UNDERGROUND UTILITIES, THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED.
STABILIZATION. INSTALLATION OF STORM DRYWELLS AND STORM SEWERS, DRIVEWAY & HOUSE CONSTRUCTION. \���` ,,;'°°`' t ✓i��
5. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT STABILIZATION TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER 5. FOLLOWING COMPLETION OF THE STORM DRYWELLS. THE CONTRACTOR SHALL INSTALL SILT =v
GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. FENCE UPSTREAM OF THE DRYWELLS AND INSTALL FILTER FABRIC UNDER THE GRATES TO PREVENT 1. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS _
STORMWATER AND SILT FROM ENTERING THE DRYWELLS UNTIL THE LAWN AREA IS COMPLETE SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE
6. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING AND HAVE BEEN TOPSaLED, SEEDED AND GRASS IS ESTABLISHED. ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT Site Areas p
OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2X ALL SWALES AND N No CASE MORE THAN 14 DAYS.
UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR(4) BUILDING AREA: 1,296 sf = 0.03 ACRES
6. FOLLOWING COMPLETION OF ALL PLANTING AND THE ESTABLISHMENT OF ALL GRASS
FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 AREAS, REMOVE ANY COLLECTED SEDIMENT, REMOVE THE SEDIMENT 2 STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING LIMITS OF PAVEMENT: 1,066 sf = 0.02 ACRES
POUNDS per ACRE AFTER ,RUNE. ALL SEEDED AREAS SHALL BE MULCHED WITH CONTROL FENCING, REMOVE ANY DEBRIS FROM THE PERIMETER OF THE SITE AND DISPOSE TACKIFlER ON SLOPES OVER 50 OR SEEDING AND INSTALLING TOTAL AREA OF DISTURBANCE: 11,596 sf = 0.27 ACRES �'°� v�11110`\a
STRAW IMMEDIATELY. OF ALL WASTE MATERIAL IN A LEGAL MANNER. A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE.
7. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN ON SLOPES OVER 40 INSTALL EROSION CONTROL BLANKET - NORTH AMERICAN
EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF GREEN S-75 OR EQUAL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
THE SOIL AND WATER CONSERVATION SOCIETY.
�
0 .�
� a o
I Wz z
(-�F-LANDS N/F OF 10'-0" D.C. MAX. A
❑
COLOMBE ►aCq
100 a
36" FENCE POST
~ 1 ❑ VINO FENCi�I1-1❑ S83° DRIVEN MINIMUM 16"
b ❑ r`1 10 E= 95 INTO GROUND
1 57 '^ ❑ VIINYL FENCE�_p
Z w
FENCE W FILTER CLOTH OVER W I�
( E♦
E �' ❑ EMIBED4IN/ROUND GAUGE,
N. 6" MESH SPACING) w
,.': •.`.• '.. LIMITS OF DISTURBANCE ,.. :.,; a a
ae Z 'd 'd ,
W
.PROPOSED �� of
1•:ST RY' SOIL BACKFILL w
STABILIZE ENTIRE DRIVEWAY WITH '' . :.` : : '.`'•. :W04D fRAIytED: :'r':.. ::;: ai E
''•`�` , FLO
GRAVEL SURFACE AND USE FOR ALL :;. :.: y HOUSE..:."
CONSTRUCTION ACCESS--.TO SITE. } . : ( PERSPECTIVE '� °�.-° �. m
o a 36" FENCE POST, 10' oc MAX
° DRIVEN 16" MIN INTO GROUND
LANDS N/F OF
''b: •• ,, ` LOT 2 GLADYS '04
CLOTH OVER
AREA `' 9 F OW WMIN N4�1/2 GAUGE,RE FENCE WMAX L6"RMESH SPACING)
a
o a�i.;••'' . 'i` 10,350 `.sq.ft.'+ EMBED IN GROUND 8" MIN.
SEDIMENT CONTROL FENCE
0 acres 4
UNDISTURBED GROUND
• DOWN GRADE OF ALL
DISTURBED GROUND E
}
i•
S83 14 0„E z
,.t; 15.0 0 F+i
SEDIMENT CONTROL FENCE c, E-+
NOT TO SCALE
Y ` ' ❑ SEDIMENT CONTROL FENCE
DOWN GRADE OF ALL BUILDING AS REQUIRED �� ti
DISTURBED GROUND 3-4" DECORATIVE STONE
�4 "d y .. ❑ FILTER FABRIC y Ei
•... R
-a:•+••• .. , / , �.,�� '} � FINISHED GRADE
6 P.T. WOOD EDGING
105
•• ' •' '�' 2 OR 3 CRUSHED STONE �
1 f §: c • ,: G�4R'AGE' 1•'S--TOR. ❑ . ••� I #
° ••± a'. :•.' .INODD FRArM ,p,° 45• �° „( `fl E H
KO
o TP
g A
""�*r`'.+""►•�+ ENr�r W °� ❑a LANDS N/F OF .db. cr
1�ORC , a v lullHILLER I I I
STABILIZE TIRE DRIVEWAY WITH H i S?
SUBGRADE
W
GRAVEL SURFACE AND USE FOR ALL p
CONSTRUCTION ACCESS TO SITE. COO
;Q. SEASONAL HIGH0 z
GROUNDWATER Ep 0
AREA }. LIMIT'S OF DISTURBANCE ^^^+++
10; 350 sq.ft. ►`� EAVE TRENCH DETAIL
�.24 acresV °
NOT TO SCALE
115.0 , �y
3014 10 �y
�"-- ❑ L AS REQUIRED
� I t
i Dates NOVISMBER A 2008
1
( 4" TOPSOIL & SEED Revk"
FEBRUARY
.:
4"O °A r -- GEOTEXTILE FILTER FABRIC LINE '2009
�
} NATRA
TRENCH AND OVERLAP AT TOP APRL., '009
l05
t r
' ►w1J' EET
d +6No. 2 OR 3 CRUSHED STONE
'
100
MAP REFERENCE }
--"- MAP OF A SURVEY MADE FOR
GREG COLOMBE
PLANBY. VAN DUSEN& STEVES -;..SEASONAL HIGH
HIGH scabTom'
DATED:MAY 25, 2007
►SCALE: 1 20
SURVEY DWG. NO. 07063-2
=
INFILTRATION TRENCH 46 242 - 2
NOT TO SCALE Sheet n of
n
309.6-1-20.2
ENGR. DWG. NO. 46242-2