Site Plan 11/30/2020 a . � �� l r:
:r 1
SITE SETBACKS & BUILDING HEIGHT 3Mr
:
EXISTING - j =
WELL - -
- - REQUIRED FOR
- - _ WR ZONE EXISTING PROPOSED � o
EXISTING ' �.. ,; _V
rI
NEIGHBORING - - 205
RESIDENCE �- FRONT 30' 245'(HOUSE) ` _ g , o.
approx. (ADDITION) ' r �,.
septi area 58.5'® � I
EXISTING SHORELINE 50 30.3 (DECK) (ADDITION) ' sk 7,11 �, f P `
WELL 20.2' `ly
t_ pr
NORTH SIDE 20 30.2 (HOUSE) (ADDITION)
�.
lands N/F of Clark Whitt, °�
/ / s� o SOUTH SIDE 20' 7.8' DECK 10.7 _ F
o o ( ) (ADDITION) :, 1�
� •-- 'a,€ -..y c rat C' �,.. ,• �, a
_.._. i r¢;I r:.tr. ;, is t :.+M• E,,, Fes,,f u •'`�
C'
p O - :,
1 h HEIGHT 28 MAX. 29.4 (HOUSE) ;y e
J/ (ADDITION) �' x\_
lands N/F of Clark r,
� .x
=,
' � � k
E S8`�01 ' REQUIREMENTS - �
o, - -� _ _ 03 E ZONING •� �
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5
N 1.62 - -�\ ..� l
_ 4. :.
3 � �-- r' IPA ZONE- WR(WATERFRONT RESIDENTIAL) SITE LOCATION
,�p���gP { \>o �r°o s 62 . ' �i \ I EXISTING MINIMUM LOT SIZE-2-ACRE LOCATION MAP
° NEIGHBORING
o� \ I RESIDENCE FRONT SETBACK- 30'
�.� I i 9�<< SIDE SETBACKS- 20'(LOT WIDTH>60; _< 150) EROSION & SEDIMENT CONTROL NOTES
�O SIDE SETBACK \ � PROPOSED SEDIME T CONTROL FENCE
-� REAR SETBACK- 30 BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES,
PROPOSED ROOF ADER PIPED SHORELINE- 50' SEDIMENT CONTROL FENCE SHALL BE INSTALLED AS SHOWN ON THE PLAN.
1i EXISTING SHED Imo \ TO INFILTRATION ENCH LOT WIDTH- 150' AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, SEDIMENT CONTROL FENCE
~ pine ? ysc
; I s EXISTING SHED TO BE REMOVED AND ANY OTHER EROSION CONTROL MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT
\ r' ,D I'° � � � � PROPOSED5'W x 25'L x 4'D ROAD FRONTAGE- 150'
-: PROPOSED 15 x35 \ 250 GALLON PRECAST INFILTRA ON TRENCH ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED.
m o r PROPOSED 1, MAXIMUM BUILDING HEIGHT-28'/ j PIPE-IN-STONE
CONCRETE SEPTIC TANK I ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 14-DAYS OF COMPLETION OF WORK
f 1 Z ° SHED dr. �'o's i i ABSORPTION BED \ I MINIMUM PERCENT PERMEABLE- 75% W THE AREA. ONLY AREAS WHICH AREA ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR
o Ni� ' I P - '7 � � �_ _ 10 MIN. \ ao
i S82°1 >06>�� ® o c MORE THAN 14-DAYS. ONCE CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED AND MULCH SHALL
_ °= BE INSTALLED WITHIN1 -
3� 4 DAYS.
2(� 1 •,: \ aO I FLOOR AREA RATIO WITHIN 500' OF M.H.W. OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, NO LAND AREA, INCLUDING
' 1 / EXISTING �1 SIDE SE i 30" <^ O?• o� i AREAS STOCKPILED WITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED, MAY BE LEFT DEVOID OF
BACK` ! 1 qn ZONE- WR(WATERFRONT RESIDENTIAL)
GRAVEL DRIVE u��/� OAK 1 L ` VEGETATION FOR MORE THAN 24 RS WITHOUT PROTECTIVE COVERING SECURELY PLACED OVER
I f \ 4r4 a - -HOURS WITH T A RIN OAI 1` _�•, 20.2 .� N o MAXIMUM FLOOR AREA RATIO-0.22
- �r � PARCEL AREA -27,031 SF THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED TO PREVENT SEDIMENTS
_ 1 { w w GRAvNGSFje ( o I. 1 SAC ► �' ys4 24" FROM ENTERING THE WATERBODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE: NATURAL MULCH OF
�C w L IjR v qC/f L•_ 't".; ! l�
\ PIN
w ` TOTAL ALLOWABLE FLOOR AREA A DEPTH OF 2-INCHES, ROCK RIPRAP, NON-DEGRADABLE MATERIALS SUCH AS PLASTIC OR CANVAS
3
iy `-- (.`�=- TP-2I f� ► 1, o ys I I PROPOSED SEDIMENT CONTROL FENCE = 27,301 SF X 0.22 = 5,947 SF COVERINGS AND IMPERVIOUS STRUCTURES.
�titi �pE 420 \ w - PT 1 - __ I WITH SILTSOXX REINFORCEMENT TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL FENCE AND/OR MULCH,
� �� 414. ��.: s:. � 16� it
2� CO 14L47N �)DITID PINE EXISTING SHALL BE INSTALLED AND MAINTAINED FOR ANY TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE
EXISTING 418 �Q•� \ ti 414. ro Via. LL 'i 58.5' ADDITION FIRST FLOOR AREA = 1,375 SF LEFT FOR MORE THAN 5-DAYS.
to�i FF L. 414.75'
68.
w \� PROPOSED G GE A TO SHORELINE
WELL i pip eot `6 S RID Lr 44092 OA ( (INCLUDES PORCHES) • NO LAND AREA MAY BE LEFT DEVOID OF VEGETATION FOR MORE THAN 5-DAYS WITHOUT A PROTECTIVE
I" 415+ DRIVE
�j w � \ FF EL. 414.25
4 R 37.75' `, o� I SECOND FLOOR AREA = 589 SF COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY
GLEN INSTALLED.
1.o s. PROPOSED STABILIZED CONSTRUCTION 1
r j \ ✓ l r I LAKE TOTAL FLOOR AREA = 1,964 SF FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 & APRIL 15, IN WHICH VEGETATION
N ACCESS IF NECESSARY. �s g �zz ,�� PRO EXIS I
Ox fgsx ex N I RESID E / I CANNOT BE ESTABLISHED, EXPOSED EARTHEN AREAS SHALL BE COVERED WITH EITHER A TARP COVER
-� ,� r° PROPOSED DISTURBANCE
w - -Qe o 1 7,300t SF jgex 1 JI I PROPOSED INCREASE OR AN EXTRA HEAVY LAYER OF MULCH.
e �;\ 414 't FIRST FLOOR AREA = 1 815 SF
C' .6 �- w \, t-� ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF A MINIMUM OF 80% OF THE VEGETATION
S {{ F i (INCLUDES PORCHES&GARAGE)
THROUGHOUT T
w `� RID E_EL. �-'--�, HE YEAR FOLLOWING REVEGETATION. REVEGETATE AS NEEDED TO MEET THIS
^FISTING i a $IT-1 SECOND FLOOR AREA = 1 089 SF REQUIREMENT.
w APPROXIMATE LOCATION OF 416 � w 4 1.42 I
AEA . i -. BASEMENT = 940 SF
EXISTING WASTEWATER SYSTEM 11 3, 1 1 1 DOC THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK STATE STANDARD SPECIFICATIONS FOR EROSION
h - AND SEDIMENT CONTROL (THE BLUE BOOK).
6. TOTAL NEW FLOOR AREA - 5,808 SF
OA
414
/ PROPOSED 3 W x 401 x 4 D -
\ -` '12 - EXISTING WOODED SHORELINE
INFILTRATION TRENCH ,r
'° Q \ N � r VEGETATION TO REMAIN SITE DEVELOPMENT w AREA VARIANCE SUMMARY OPMENT DATA
o \ PROPOSED ROOF LEADER PIPED
TO INFILTRATION TRENCH , F ; / _ R
/ \ /` 7.8 410� � , §179-3-040A(5)(b)(3] SIDE YARD SETBACK REQUIREMENT
i 30.3 DECK EXISTING SITE AREA:
lands N/F of Touba w POINT OF HEIGHT DETERMINATION, EXISTING y • 20'SEPARATION REQUIRED, 7.8'SEPARATION EXISTING,
GRADE=412' RIDGE=440.92' 40 `°J, r ^�x 10.T SEPARATION PROPOSED 0.62-AC(27,031 SF)
PROPOSED SEDIMENT CONTROL FENCE 16„ 406 ( ;" • 9.3'RELIEF REQUESTED EXISTING CHANGE IN PROPOSED
\ PROPOSED 3'W x 24'L x 4'D PINE 404 401 APPROXIMATE BASE FLOOD ELEVATION 403.8' §179-3-04oA(5)(b)(91 -BUILDING HEIGHT IMPERVIOUS IMPERVIOUS IMPERVIOUS
INFILTRATION TRENCH V, 400 COVERAGE COVERAGE COVERAGE
� \ c � 28'MAXIMUM, 29.4'EXISTING, 28.9'PROPOSED
ho' BUILDING 778 SF +1,518 SF 2,296 SF
a ' Q PORCH 602 SF +321 SF 923 SF
lands N/F of Russo •,° \°` DRIVEWAY 3,586 SF (413 SF) 3,173 SF
EROSION CONTROL IMPLEMENTATION SHEDS 210 SF (59 SF) 151 SF
EXISTING SCHEDULE
\ NEIGHBORING PATIO 242 SF (242 SF) 0 SF
\ RESIDENCE PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE
CONCRETE 112 SF +14 SF 126 SF
w w \ ENTIRE PROJECT (REMOVE
w w - _y
SEDIMENT CONTROL PRIOR TO CLEARING AND AFTER FINAL SITE TOTAL IMPERVIOUS 5,530 SF +1,139 SF 6,669 SF
\ w w w FENCE SOIL DISTURBANCE STABILIZATION AND
\ VEGETATION ESTABLISHMENT) PERCENT IMPERVIOUS 20.5% 4.2% 24.7%
TEMPORARY SEEDING AFTER INITIAL SITE UNTIL FINAL GRADING AND
SITE PLAN & MULCHING GRADING VEGETATION ESTABLISHMENT PERMEABILITY 79.5% (4.2%) 75.3%
SCALE: 1"=20'
STORM WATER DURING FINAL SITE
GRAPHIC SCALE I N AI CIL TIESN GRADING PERMANENT
10 0 5 10 20 40 SEEDING & OTHER
VEGETATION AFTER FINAL SITE GRADING PERMANENT
STABILI ZA TION
( IN FEET )
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES.
TAX MAP # 289.13-1-58
Dig Safely.
STANDARD SPECIFICATIONS FOR MULCHING NewPYork
SOIL RESTORATION NARRATIVE DEFINITION VEGETATION SEEDING SCHEDULE
❑Call Before You Dig
❑Wait The Required Time
APPLYING COARSE PLANT RESIDUE OR CHIPS, OR OTHER SUITABLE MATERIALS, TO COVER THE AREA OF RECOMMENDED APPLICATION ❑Confirm utility Response 2 REVISED PER TOWN ENGINEER 1113012020
• SOIL RESTORATION IS A REQUIRED PRACTICE OVER PORTIONS OF THE SITE WHERE THE SOIL SURFACE. SEEDING SPECIES/MIX RATE ❑Respect The Marks
NATIVE SOILS HAVE BEEN COMPACTED THROUGH EARTHWORK CONSTRUCTION AND WILL PURPOSE
❑Dig with Care 1 REVISED PER STAFF COMMENTS 913012020
BE REVEGETATED IN ORDER TO RECOVER THE ORIGINAL PROPERTIES AND POROSITY OF THE PRIMARY PURPOSE IS TO PROVIDE INITIAL EROSION CONTROL WHILE A SEEDING OR SHRUB MAP REFERENCE' 800-962■7962 0 ISSUED FOR AREA VARIANCE & SITE PLAN REVIEW 911512020
KENTUCKY BLUEGRASS www.digsafelynewyork.com
THE NATIVE SOILS. PLANTING IS ESTABLISHING. MULCH WILL CONSERVE MOISTURE AND MODIFY THE SURFACE SOIL 75 LBS/ACRE BASE MAP INFORMATION FROM "MAP OF A SURVEY OF A No. Revisions Date
• FOR YARD AREAS, WHICH HAVE BEEN PREVIOUSLY COMPACTED, AERATE SOILS WITH TEMPERATURE AND REDUCE FLUCTUATION OF BOTH. MULCH WILL PREVENT SOIL SURFACE LAWN AREAS CREEPING RED FESCUE, TOTAL
SOIL AERATOR MECHANICAL IMPLEMENT DURING FINAL GRADING, APPLY 6-INCHES OF
CRUSTING AND AID IN WEED CONTROL. MULCH IS ALSO USED ALONE FOR TEMPORARY PERENNIAL RYEGRASS PARCEL OF LAND PREPARED FOR MARK V. PRENDEVILLE,
STABILIZATION IN NON-GROWING MONTHS. IN THE TOWN OF QUEENSBURY, COUNTY OF WARREN, SITE PLAN
TOPSOIL, SEED AND MULCH AND INSTALL EROSION CONTROL BLANKETS AS SPECIFIED CONDITIONS WHERE PRACTICE APPLIES STATE OF NEW YORK. DATED FEBRUARY 2020. PREPARED
TEMPORARY ANNUAL& PERENNIAL 75 LBS/ACRE BY RICHARD W, BENNETT, LAND SURVEYOR. prepared for:
ON PLAN. ON SOILS SUBJECT TO EROSION AND ON NEW SEEDLINGS AND SHRUB PLANTINGS. MULCH IS SEEDING FOR
• FOR AREAS OF EXISTING IMPERVIOUS COVERAGE (DRIVEWAY & HOUSE) THAT WILL USEFUL ON SOILS WITH LOW INFILTRATION RATES BY RETARDING RUNOFF. EROSION CONTROL RYEGRASS MIX TOTAL WASTEWATER SYSTEM SETBACK Mark Prendeville
BECOME YARD AREAS OR STORMWATER MANAGEMENT AREAS (RAIN GARDENS, VEG. DET. CRITERIA
AREAS & PERMEABLE PAVEMENT), EXCAVATE IMPERVIOUS COVERAGE, GRAVEL SUBBASE SITE PREPARATION PRIOR TO MULCHING REQUIRES THE INSTALLATION OF NECESSARY EROSION REQUIREMENTS 102 Ash Drive
CONTROL OR WATER MANAGEMENT PRACTICES AND DRAINAGE SYSTEMS. Town Of ueensbu Warren County, NY
AND ANY ORGANICS & TOPSOIL ENCOUNTERED. APPLY DEEP-RIPPING & PROPERTY GLEN Q ryi ��
DECOMPACTION TO COMPACTED SOILS IN ACCORDANCE WITH NYSDEC STANDARDS SLOPE, GRADE AND SMOOTH THE SITE TO FIT NEEDS OF SELECTED MULCH PRODUCTS. LINE HOUSE LAKE WELL
REMOVE ALL UNDESIRABLE STONES AND OTHER DEBRIS TO MEET THE NEEDS OF THE Drawn: JRS Checked: GTH Scale: NOTED Date: 212112020
"DEEP-RIPPING AND DECOMPACTION" - APRIL 2008, AND BACKFILL WITH GRANULAR ANTICIPATED LAND USE AND MAINTENANCE REQUIRED. SEPTIC TANK 10' 10' 50' 50'
169 Haviland Road
SOIL TO ESTABLISH SUBGRADES. APPLICATION RATES: ABSORPTION FIELD 10' 20' 100' 100' ALTERATION OF THIS DOCUMENT EXCEPT BY Queensbury, NY 12804
MULCH - 2 TON/ACRE (2 BALES / 1000 SFf) A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone 291573-01 -S 1
VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax
SEE PLANTING PLAN 2" FINE SHREDDED BARK MULCH STANDARD SPECIFICATIONS FOR STABILIZED CONSTRUCTION ACCESS
DEFINITION SILT FENCE
T A STABILIZED PAD OF AGGREGATE UNDERLAIN WITH GEOTEXTILE LOCATED WHERE TRAFFIC WILL BE
ENTERING OR LEAVING A CONSTRUCTION SITE TO AND FROM A PUBLIC STREET OR ROAD. STAKES
HE H WOODEN
3" SOIL SAUCER PURPOSE STAKESS PLACED 10' ON CENTER
TO REDUCE OR ELIMINATE THE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY. FILTREXX®SILT SOXXTM --APPROXIMATE SUGGESTED:POLYETHYLENE EXTENSION
'= = =_____ APPUCA170N (8", 9", OR 12" TYPICAL FINISH GRADE TO GRADE WITH TAMPER RESISTANT
'ITI� ACCESS COVER
1=I I 1=1 I 1=I I - - AGGREGATE SIZE. USED A MATRIX OF 1-4 INCH STONE
=III III- -III- - - THICKNESS: NOT LESS THAN 6 INCHES AREA TO BE PROTECTED
WORK AREA
AMENDED PLANTING SOIL - WIDTH: 12 FOOT MINIMUM, NOT LESS THAN FULL WIDTH OF POINTS WHERE INGRESS OR EGRESS
— OCCURS. 24 FOOT MINIMUM IF THERE IS ONLY ONE ACCESS POINT TO THE SITE. 0 1C MIN.
�_ COVER
= — = — = = = — (= = 1=1 1= - LENGTH: NOT LESS THAN 50 FEET
I] NOTE: THIS DETAIL SHALL - GEOTEXTILE TO BE PLACED OVER THE ENTIRE AREA TO BE COVERED WITH AGGREGATE. FILTER CLOTH
APPLY TO ALL GROUND COVER, NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. 1/8" PER FOOT 12" MIN. COVER
PERENNIAL AND ANNUAL BEDS GEOTEXTILE MATERIAL CRITERIA 4" PVC SDR-35 2" MIN. SLOPE DISTRIBUTION BOX
ANNUAL & PERENNIAL BED PLANTING DETAIL THE GEOTEXTILE SHALL BE WOVEN OR NONWOVEN FABRIC CONSISTING ONLY OF CONTINUOUS CHAIN SECTION VIEW INLET 6" MIN.POLYMERIC FILAMENTS OR YARNS OF POLYESTER. FABRIC SHALL BE INERT TO COMMONLY ENCOUNTERED a LIQ ID LEVEL OUTLET 4" PVC SDR-35
NTS CHEMICALS, HYDROCARBONS, MILDEW, ROT AND CONFORM TO THE FOLLOWING PROPERTIES: MIN. SLOPE
2" HEADWIDTH WOODEN 1/4" PER FOOT 1 3
LIGHT DUTY ROADSHEAVY DUTY ROADS / BAFFLE
STAKES PLACED 10' O.C. 4"H x18"W SLOT, DEPTH 18" ° »
GRAB TENSILE STRENGTH 200 LBS 220 LBS ASTM D1682 16 -2 MIN.
ELONGATION AT FAILURE 509 609 ziS 2 4" ELBOWS OF OUTLET MIN. USE SPEED LEVELERS TO
ASTM D1682 ( )
LE PLANT SPECIES MULLEN BRUST STRENGTH 190 LBS 430 LBS ASTM D3786 \ AREA TO BE PROTECTED WATERTIGHT SLEEVE AND OR 6" ELBOW _ INVERT ASSURE ALL OUTLETS ARE AT „
SHORELINE BUFFERING ACCEPT PUNCTURE STRENGTH 40 LBS 125 LBS ASTM D751 MODIFIED ys ( ) EXACTLY THE SAME 2 MIN. DROP
ELEVATION BETWEEN INVERTS
EQUIVALENT OPENING SIZE 40-80 40-80 US STD SIEVE � SILT FENCE w�? x
BOTANICAL NAME COMMON NAME Q
AGGREGATE DEPTH 6 INCHES 10 INCHES �� o 4 PVC SDR-35 SOLID HEADER
SMALLER TREES&LARGE SHRUBS O FILTREXX0 SILT S XXTM a = TO PERFORATED ABSORPTION
HERBACEOUS PLANTS(PERENNIALS, GROUND COVER) ACCEPTABLE MATERIAL: MIRAFI 100X MIRAFI 60OX PROPOSED 1250 GAL o 0 60-75Z OF 25-409 OF „
MONDARDA DIDYMA BEEBALM VIBURNUM TRILOBUM AMERICAN CRANBERRY v� (12" TYPICAL) DUAL COMPARTMENT a `D TANK VOLUME TANK VOLUME TRENCH PIPING, 1/8 PER FOOT
IRIS VENSICOLOR BLUE FLAG IRIS ARONIA MELANOCARPA BLACK CHOKECHERRY MAINTENANCE PRECAST CONCRETE MIN SLOPE
VERBENA HASTATA BLUE VERVAIN CEPHALANTHUS OCCIDENTALIS BUTTONBUSH THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT d SEPTIC TANK
ONTO PUBLIC RIGHTS OF WAY OR STREETS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 7 MINIMUM 2X WIDTH
T1PHA LATIFOLIA BROAD LEAVED CATTAIL SALIX BEBBIANA BEBB'S WILLOW MAXIMUM 4X WIDTH
SPIRAEA ALBA MEADOWSWEET ADDITIONAL AGGREGATE. ALL SEDIMENT SPILLED, DROPPED OR WASHED ONTO PUBLIC R.O.W.s MUST BE °
LOBELIA SIPHILITICA GREAT BLUE LOBELIA REMOVED IMMEDIATELY. WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO cn
NEMOPANTHUS MUCRONATUS MOUNTAIN HOLLY
EUPATORIUM JOE PYE WEED ENTRANCE ONTO PUBLIC R.O.W.s. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA a a a
THALICTRUM DIOICUM MEADOW RUE LINDERA BENZOIN NORTHERN SPICEBUSH STABILIZED WITH AGGREGATE, WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ALL WORK AREA
VERNONIA NOVABORICENSIS NEW YORK IRONWEED ARONIA ARBUTIFOLIA RED CHOKECHERRY SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES.
SENNA HEBECARPA WILD SENNA CORNUS SERICEA RED TWIG DOGWOOD CONSTRUCTION SPECIFICATIONS TOP VIEW SEPTIC TANK DETAIL SYSTEM INSTALLATION NOTES
SALIX LUCIDA SHINING WILLOW • STONE SIZE - USE 1-4" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. NOTES: NTS CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMEN
PLANTINGS NOTE: ALNUS INCANA SPECKLED ALDER • LENGTH - NOT LESS THAN 50-FEET. 1. ALL MATERIAL TO MEET FILTREXX0 SPECIFICATIONS. HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE
PLANTS SHOWN ARE MINIMUM SUGGESTIONS, SPIREA TOMENTOSA STEEPLEBUSH • THICKNESS - NOT LESS THAN 6-INCHES. 2. SILT SOXXT"'FILL TO MEET APPLICATION REQUIREMENTS. CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
LOT OWNER MAY ESTABLISH LOT SPECIFIC . WIDTH - 12-FOOT MINIMUM, 24-FOOT MINIMUM IF SINGLE ENTRANCE TO SITE. J. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS
PLANTINGS CONSISTING OF NATIVE ADIRONDACK MYRICA GALE SWEET GALE • GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. DETERMINED BY ENGINEER.
SPECIES WITHIN THE PROPOSED LIMITS OF LLEX VER71CILLATA WINTERBERRY HOLLY . SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES AFTER EXCAVATION OF 15' WIDE X 35' LONG ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND F
DISTURBANCE HAMAMELIS WRGINIANA WITCH HAZEL SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH FILTREXX® SILT SOXXTA1 W/SILT FE CE SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL.
1 V.•5H SLOPES WILL BE PERMITTED.
• MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE S
PLANTING NOTES TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, LIMIT OF 15'x35' 4" PERFORATED PVC LATERALS BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE.
WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WA MUST BE REMOVED IMMEDIATELY. STONE BED INSTALLED NEAR LEVEL IN
• PROTECT EXISTING TREES INDICATED TO REMAIN FROM SKINNING • WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH BED CONFIGURATION THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES MTI
AND FILLING AROUND BASE. DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. -PROPOSED SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES L
• THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN LAWN AREAS AND • PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT.
DISTRIBUTION BOX
9" TOPSOIL IN PLANT BEDS AND ROUGH GRADE. THE CONTRACTORf° IN ALL CASES.
2 5' 4" PVC
WILL PROVIDE FINE GRADING AND SOIL AMENDMENTS. EFFLUENT ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM
• AREAS INDICATED AS LAWN SHALL BE SEEDED WITH APPROVED MIX, 50' MIN OR AS NEEDED SEWER
AT A RATE OF 5 LBS PER 1000 SF AND MULCHED WITH STRAW OR —3" SHREDDED FOR INDIVIDUAL SITE CONDITIONS
�' � � DISPOSAL FIELD.
HYDROSEEDED OR SODDED. BARK MULCH
• PLANTING SOIL FOR BACKFILL OF NEW PLANTS AND PREPARATION DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED.
OF PLANT BEDS SHALL BE A MIXTURE OF 1 PART TOPSOIL, 1 PART 3" HIGH SAUCER ....:::.:: w'
COMPOSTED MANURE, 1 PART PEAT MOSS. "`"`
ic)
THE WASTEWATER TREATMENT SYSTEM I THE INSTALLATION F W.;.:;.;, I � , � TE S DESIGNED AND APPROVED BASED UPON LL 0
• MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED r CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNEL
...... 15 1
........................... ...
:...::: ....... -.:.::. ......................
:.::::::.
FREE OF WOOD CHIPS LEAVES OR OTHER UNACCEPTABLEAMENDED BARK, FACCOMMODATE EXTREME WATER USE FIXTURES SUCH - TUBS A
PLANTING SOIL .::: :: :::::::::;:.:.::
UC AS JACUZZI TYPE SPA UB OR WATER TREAT
MATERIAL ::
::: z..................
,., ,,... .......................................................................... ........................................ � EQUIPMENT. HE INSTALLATION OF NON-CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURE
v ...............::: ::::::::.:..:.:.... :. ::::: .:......:..... ::
• MULCH FOR PERENNIALS SHALL BE FINE SHREDDED BARK, FREE OF ...................................... ....... ............................ ........... .. ........ ......::.. SOILS DATA
- SITE
MATERI
AL.
I .................................................................................. ... ... ... .. ............................................................................: - CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM.
CHIPS, LEAV
ES OR OT
HER UNAC
CEPTABLE WOOD C 6 min. 6 min.
�.. ::::::.::::: TEST PIT
SHORELINE
:.........:..:......:...: :.:.::.::.:::. . ......... ..: ............. S
ROH181TED QE ::::.::..: :.:::.::.:..:..:.:..:::-::::. .:::.. .. ::.. .......... ..:....:........... 2.5
Ef.B111IZEB_L�P WITHIN �Q_EL9�Il��
f
OF THIS RESTRICTED AREA. IF FERTILIZERS :;:?::: ::'';`.`: TP-1 - 11 10 2020 BY TOM HUTCHINS P.E. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEW,
GLEN _OUTSIDE _
ARE USED THEY MUST BE PHOSPHOROUS FREE.
a' 0-9" - TOPSOIL SYSTEM.
SHRUB PLANTING DETAIL EXISTING GROUND 6" MIN COURSE OF
L'.5 9-51" - MEDIUM BROWN FINE SAND WITH
2" STONE 409 COBBLES & BOULDERS CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORF
NTS
.� -- 35' 51-88" - LIGHT BROWN GRAVELLY SAND WITH FIELD.
STABILIZED CONSTRUCTION ACCESS DETAIL ABSORPTION BED PLAN 30% COBBLES & BOULDERS SEPTIC TANK, PUMP STATION & ABSORPTION BED MUST BE INSPECTED BY TOWN OF QUEENSBURY BUIL
NTS NTS INSPECTOR AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING.
ROOTS TO 74"
4" TOPSOIL COVER ABOVE 4" PVC PERFORATED LATERAL FILTER FABRIC NO BOUNDARY CONDITION
10'-0" 36" FENCE POST STANDARD SPECIFICATIONS FOR SILT FENCE TOP OF STONE BED; INSTALLED LEVEL, IN BED MIRAFI 140N OR EQUAL ABSORPTION FIELD NOTES
O.C. MAX. DRIVEN MINIMUM 16" DEFINITION SEED & ESTABLISH TURF CONFIGURATION WITH MANIFOLDED ENDS 2.5' TO EDGE THIS DESIGN UTILIZES A STANDARD PIPE-IN-STONE ABSORPTION BED INSTALLED IN STANC
- 5' PIPE PACING OF BED TP-2 - 1111012020 BY TOM HUTCHINS, P.E.
INTO GROUND A TEMPORARY BARRIER OF GEOTEXTILE FABRIC INSTALLED ON THE CONTOUR 0-6" - DARK LOAM TOPSOIL CONFIGURATION. CUT ALL TREES, STUMPS AND OTHER VEGETATION AT GRADE AND REMOVE. REM
ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL STUMPS AND EXISTING ORGANIC MATERIAL FROM SURFACE PRIOR TO INSTALLATION. USE TRAC
-SILT STOP EMBED IN DRAINAGE AREAS OF DISTURBED SOILS. 8-16" 6-26" - DARK BROWN SILTY SAND WITH
GROUND 8" MIN. PURPOSE COVER �' 10� COBBLES & BOULDERS EQUIPMENT FOR ALL WORK IN ABSORPTION FIELD AREA.
TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED �` 26-52 - RED-BROWN FINE SAND WITH
� .-
SEDIMENT LOAD. 2" STONE fl CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF ARC
APPLICATION COVER OVER 12" TOTAL 20% COBBLES & BOULDERS
PIPE I STONE DEPTH ABSORPTION FIELD.
MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE — •
-f-—---- - — 1 ROOTS ENTIRE DEPTH
__-________________ �_-_-___� _-_ SYSTEM MATERIAL SPECIFICATIONS
FENCE PLACED ON A SLOPE:
6" MIN STONE - NO BOUNDARY CONDITION
1:2 SLOPE (509) 25-FT BELOW PIPE - '� - BED WIDTH & GEOMETRY PER PLAN 2' MINIMUM
L 1:3 SLOPE (337) 50-FT / SEPARATION I ABSORPTION BED AGGREGATE
1:4 SLOPE (2590) 75-FT TO BOUNDARY PERCOLATION TEST STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE.
8"MIN. / - - CONDITION
1:5 SLOPE OR LESS 100-FT PT-1 - BY TOM HUTCHINS, P.E. EFFLUENT SEWER PIPE
MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 1/4 PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL KITH 1 8 PER FOOT MINIMUM SLOPE
ACRE PER 100-FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF 1.5 STABILIZED PERCOLATION RATE: /
2 MINUTES 40 SECONDS PER INCH FILTER FABRIC
FEET. 3/4"-1-1/2" WASHED-1ABSORPTION BED SECTION FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT.
vo SOIL BACKFILL - EROSION WILL OCCUR AS SHEET EROSION. CRUSHED STONE
F PERSPECTIVE - CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE. NTS INFILTRATION TEST FORCEMAIN
DESIGN CRITERIA IT-1 -BYT. HUTCHINS, P.E. PIPING TO BE 1-1/2" SDR-11 HDPE, PROVIDE POSITIVE DRAINBACK TO PUMP STATION.
�36" FENCE POST - ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS RUBBER HOSE 24" FALLING HEAD TEST HOUSE SEWER PIPE
AS POSSIBLE, WITH A MINIMUM OF 10-FEET FROM THE TOE OF A SLOPE. FRICTION GUARD PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE.
z THE AREA BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED. YARD AREA RIVEWAY STABILIZED MEASURED DROP = 18" IN 26 MINS
,,��5S,, GUY WIRE / TOPSOIL
SILT STOP EMBED IN - SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED TO BE ' l 42%HOUR
I!�!, PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF.
o GROUND 8" MIN. REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT. '���� ll�lr
- WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE TWO ENDS
UNDISTURBED GROUND
r�. YlrlllUil�'lrl/W�'lrl/W I/WYIrI/Wll�f'lrl WIIW�I
FLOW SHALL BE OVERLAPPED, ROLLED TOGETHER AND STAPLED TO PREVENT
SEDIMENT BYPASS AT THESE CONNECTIONS.
FABRIC MATERIAL CRITERIA
GRAB TENSILE STRENGTH 90 LBS ASTM D1682 - ■ P
ELONGATION AT FAILURE 50q ASTM D1682 Safely.
SECTION NewPYork
SEDIMENT CONTROL FENCE DETAIL D Call Before You Dig
3" diL CEDAR STAKES D Wait The Required Time 2 REVISED PER TOWN ENGINEER 11/30
NTS
$ ft LONG ❑Confirm Utility Response i
El Respect The Marks 1 REVISED PER STAFF COMMENTS 9/30/
II Dig With Care
SLOPE LENGTH/FENCE LENGTH (FT.) 3" SHREDDED BARK MULCH
CONSTRUCTION SPECIFICATIONS 800-962.7962 0 ISSUED FOR AREA VARIANCE & SITE PLAN REVIEW 9/15/
• WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH SLOPE STANDARD REINFORCED SUPER z
WIRE TIES OR STAPLES. POST SHALL BE STEEL EITHER "T" OR "U" TYPE 3" HIGH SAUCER 21— www.digsafeiynewyork.com
30011500 N/A N/A w� No. Revisions Da
OR HARDWOOD. �2° o W
• FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH 2-10q, 12511000 25012000 30012500 � Q
TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE 10-20% 1001750 150/1000 20011000 DETAIL SHEET
WOVEN WIRE, 6" MAX. MESH OPENING. AMENDED PLANTING SOIL
• WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL 20-337. 60/500 80/750 100/1000 �\ prepared for:
BE OVER-LAPPED BY 6-INCHES AND FOLDED. FILTER CLOTH SHALL BE - \—FILTER FABRIC MIRAFI
Mark Prendeville
EITHER FILTER X, MIRAFI 10OX, STABILINKA T140N OR APPROVED 33-509 40/250 70/350 100/500
]40N OR EQUAL
EQUIVALENT. >509 20/125 30/175 50/250 6" min. 102 Ash Drive
INFILTRATION TRENCH FILLED
• PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED WITH 1"-3" CRUSHED STONE Town of Queensbury, Warren County, NY
EQUIVALENT 12�" min X
TRENCH WIDTH 6" BOTTOM SAND
• MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED PER PLAN PRETREATMENT LAYER Drawn: JRS Checked: GTH Scale: NOTED Date: 212112020
WHEN "BULGES" DEVELOP IN THE SILT FENCE. EVERGREEN PLANTING DETAIL
INFILT� ATION TRENCH DETAIL 169 bury, N Road
NTS ALTERATION OF THIS DOCUMENT EXCEPT BY Queensbury, NY 12804 291573-01 -�
NTS A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone
VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax