2012-321 TOWN OF QUEENSBURY
742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201
Q rY,
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20120321 Date Issued: Tuesday, November 12, 2013
This is to certify that work requested to be done as shown by Permit Number P20120321
has been completed.
Tax Map Number: 523400-279-015-0001-003-000-0000
Location: 125 JENKINSVILLE Rd
Owner: RAY A SCHROEDER
Applicant: MARK & JENNIFER WASHBURN SR
This structure may be occupied as a:
Septic Alteration Residential
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
//J-
property owner of the responsibility for compliance with Site Plan, �" 4
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.
aft.." TOWN OF QUEENSBURY
A 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20120321 Application Number: A20120321
Tax Map No: 523400-279-015-0001-003-000-0000
Permission is hereby granted to: MARK&JENNIFER WASHBURN SR
For property located at 125 JENKINSVILLE Rd
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: MARK&JENNIFER WASHBURN S Septic Alteration Residential
125 JENKINSVILLE Rd Total Value
QUEENSBURY,NY 12804-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
IBS SEPTIC
IVAN BELL
2 LOWER WARREN STREET
QUEENSBURY,NEW YORK
Plans&Specifications
2012-321
Residential Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,July 06,2013
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Towne sbu Fri . +� : �, 2012
SIGNED BY \ for the Town of Queensbury.
Director of Building&Code Enforcement
1 _
Community Development Office r° --7
Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 JUL (}5 2012
Office Use Only . NS J
TAX MAP NO. rig 15-1-3 PERMIT NO. I (A-J a y PERMIT FEE/ �' '
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED
BEFORE WORK BEGINS.� APPLICATION IS SUBJECT TO REVIEW BE ORE ISSUANCE OF A VALID PERMIT.
OWNER: 0
ItOrK "�/U) "`,,v// INSTALLER: S
ADDRESS: ` Jer 1c4li-i. T 'kJ ' ADDRESS: —.) 1 nV`/`f ,Q( \J� or r Qr\��‘
PHONE NOS. i— 11_,
�—1.-g" PHON NOS. 19�— p\ r)
LOCATION OF INSTALLATION: I � �Pn�\^5J5\`1 � .e
RESIDENCE INFORMATION:
NO.OF COMPUTATION
YEAR BUILT X = TOTAL DAILY FLOW
BEDROOMS (Gallons per bedroom) GARBAGE GRINR fN,
1980 or older X 150 = INSTALLED? 11 VV
1981-1991 3 X 130 = 'B SPA OR HOT TUN j
)
1992-present X 110 = INSTALLED? I
PARCEL INFORMATION: 1
✓ TOPOGRAPHY: FLAT ROL G STEEP S OPE l yf N %SLOPE `
✓ SOIL NATURE: SAND LOAM IV [ CLAY ; OTHER f I\--
✓ GROUNDWATER: AT WHAT DEPTH? N
✓ BEDROCK/IMPERVIOUS MATERIAL: AT W AT DEPTH? V
✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is: ft)
I PERCOLATION TEST: RATE IS V PER MIINUTE PER INCH[mpi] (Test to be completed by a licensed professional
engineer or architect) 1
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: POO GALLON (MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,
spa or whirlpool tub.
SYSTEMT PE: r '' 11,, + ,
ABSORPTION FIELD(WITH NO.2 STONE) Total length � ft. Each trench T x t-f+�
❑SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? k Size? l\J I`
❑ALTERNATIVE SYSTEM Bed or other type?
X. �f
❑ HOLDING TANK SYSTEM Total required capacity? `, 1 Tank size? \, Number of tanks
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK M6 UST 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 til se -n• all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL
Sanitaryc'I'> ag: •isposal Ordinance. codesna queensburv.net
At, A - --\
II!' .f P- �'• Responsible Date VISIT OUR WEBSITE FOR MORE INFORMATION
Signat
www.queensbury.net
Septic Inspection Report
Office No. (518) 761-8256 Date Ins•- io •uest received:
Queensbury Building &Code Enforcement Arrive.i- e:- Depart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: •
(�Jcd) Mo4r UJQ3hbur0
NAME: — ) Ohrb e,d&r PERMIT NO.:
LOCATION: / .�,S"� a(\ '(1 .SV t11 eo kg INSPECT ON: (( I
RECHECK:
Comments and/or diagram
Soil Type: Sand / Loam / Clay
Type of Water: Municipal / Well Water - 2 - 4P-13
Waterline separation distance ft. -
P
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.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
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 Yes] Y N
Location/ Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan _ N
Engineer Report and As-Built Y N
ETU Maintenance Contract _Y N
provided
Location of System on Property:
Front ear Left Side Right Side Middle Front Middle Rear
S stem Use S us:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report 03 29 10.doc
o t '
RUCINSKI HALL ARCHITECTURE
Ronald Richard Rucinski ,�J
ZL
Ethan Peter Hall �4 U
627 Maple Avenue �`� ��
Saratoga Springs NY 12866
Voice 518 580 1905
Fax 518 584 5012
Email ephall@nycap.rr.com
Septic Install for Washburn Residence
30 June 2013
John O'Brien—Town of Queensbury Building Department
742 Bay Road
Queensbury NY 12804
Re: Septic Installation for Washburn Residence— 125 Jenkinsville Road
John,
At the above referenced project location I observed the installation of the sewage disposal system
including the septic tank, distribution box and tile field prior to back fill. All items appear to be
installed in accordance with the construction documents and are acceptable to this office.
If there are any additional questions please call to discuss.
�tf
Regards,
off/ - • 'P^ :•^` tA
Ethan Peter Hall ` Z2 rro: '=
Architect °"""�`t"`'
Y-11van 13c11 Scplic(IRS)1Washhurn Spetic11,encr 30 Jun 2013.doc 1
fr,A6,., ).-3 ( if,)
Septic Inspection Report
Office No. (518) 761-8256 Date Inspecypn r-. . -.:
Queensbury Building &Code Enforcement Arrive: l; /T2 . i.; • .epart: . K. a pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initial. il
NAME: W``au m-- P • NO.: / — 3,a1
LOCATION: / a 5 C�v'\-}K j�s v 1- j!6o. ,P1 I 'ECT ON: '7-62 -/,A
RECHECK:
40.01 Comments and/or diagram
Soil Type:141114 o. / Clay
Type of Water: :-r frII Water
Wa separation distance ft.
Well separation distance ft.
Other wells: I eft.-r
Well Casing Length 50' + / - Y N N/A
Absorption Field: Total length 's '.
Length of each trench $ ft.
Depth of trenches gr): o ft.
Size of Stone Z
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank 14,(' r2L F} 9t tom\ —vkv .
Tank to Distribution Box iv v.)r
Distribution Box to Field / Pit ii << • --..
Opening Sealed: Y N
End Cam Y N
Inle Outlet Pi.-s&Baffles psi' k_ ED "-C-
- �-: \k4e,
Location/ Separations \ �._ `
• Foundation to tank _ft. rG?i--\%��(
Foundation to absorption 7 D ,ft. Nit:--• �—k-.— �
Separation of Pits ft.
Conforms as per Plot Plan ✓Y
Engineer Report and As-Built Y .
Location of System on Property: ,} �
Front Re Left Side Right Side Middle Front Middle Rear
System Use Status:
pproved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc
Septic Inspection Report
Office No. (518) 761-8256 Date Ins ion request_rec ived:
Queensbury Building &Code Enforcement Arrive: 1I a �m epart: 3" Z3
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: 14PERMIT NO.: j — 3ZJ
LOCATION: JJ i f t F e D INSPECT ON: 7—C9 —17
RECHECK:
Comments and/or diagram
Soil TypS.n_
Type of Water: Munici.al% ell Water
Waterline separation distance ft.
Well separation distance ) ND, ft. -'
Other wells: 1 DR ft. -3—
Well Casing Length 50' + / - Y N N/A
[150'to well required if NO]
Absorption Field: Total length ft.
Length of each trench
Depth of trenches " - '' ft.
Size of Stone AV.Z
Seepage Pits: Number �—
Size: x_
Stone Size:
Piping Size Type
Building to tank n Poc
Tank to Distribution Box ti QAC �j
Distribution Box to Field / Pit 13 '\ ‘-‘." Qac aQ-
Opening Sealed: VY N
End Cap ✓�- N
Inlet/Outlet Pipes & Baffles ✓i' N
Manholes 12"or less below grade N
[provide extension collar if Yes] _ Y N
Location / Separations
-,,,t(_,Foundation to tank ,rj ft. ��Ec
Foundation to absorption (� ft. HAtJ `K��5 6
Separation of Pits / ft. /
Conforms as per Plot Plan f Y Ns
Engineer Report and As-Built Y v-'N
ETU Maintenance Contract Y N
provided
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
System Use Statue 6 SAC V 1
Approved
V Partial Approved and needs to be re-inspected, please call the Building 81es Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc
F
EXISTING BARN
N
0
GENERAL NOTES
INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
TAX MAP INFORMATION AND NOT FROM ACTUAL FIELD SURVEY
LEGEND
----------- PROPERTY LINE
------ PROPERTY LINE SETBACKS
-- E — E E — E —UNDERGROUND ELECTRIC SERVICE
--- ss — ss — ss — ss — SANITARY SEWER
---''y — • —. — w — WATER SERVICE
— E/P EDGE OF PAVEMENT
I
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EXISTING
RESIDENCE
o EXISTING SEPTIC TANK 1
o TO BE REUSED TP_1 0
PT -2
/-PT -1 z I
NEW D -BOX
10'-0" MIN. —1
O Io NEW SEWAGE DISPOSAL
TILE FIELD (4 LATERALS
AT 45'-0") I
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SEPTI% `)'I'STEM DESIGN
DESIGN FLOW - 3 BEI (ROOM HOUSE W"ITI NEW WATER
SAVING FIXTURf'S AT 130 gpd PER BEDROOM = 390 gpd
EXISTING SEPTIC TANK TO BE RE -USED
ABSORPTION FIELD - 1 to 5 MIN. PERC. RATE - APPLICATION RATE
1.2 gal/day/sq. ft. - 390 gpd DIVIDED OY 1.2 gal/day/sq. ft. =
325 sq. ft. OF TRENCH REQ'D. AT 2' WIDTH PER LATERAL. USE 4 LATERALS
AT 45' = 360 sq. ft. OF APPLICATION AREA.
PERCOL�JIION TEST INFORMATION
PERCOLATION TEST INFORMATION TAKEN 4 JUNE 2012 BY
ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE
1st
-EST
1
min.
53
sec.
2nd
TEST
2
min.
05
sec.
3rd
IES'
2
min.
10
sec.
4th
',EST
2
min.
15
sec.
PT -2
UU
1st
TEST
1
min.
59
sec.
2nd
TEST
2
min.
OS
sec.
3rd
!EST
2
min.
15
sec.
4th
'EST
2
min.
20
sec.
FOR SEWAGE DISPOSAL DESIGN USE 1-5 MIN. SOIL.
TEST PI1- INFORMATION
TEST PIT INFORMATION TAKEN 4 JUNE 2012 BY
ETHAN P. HAI_ - RUCINSKI HALL ARCHITECTURE
TP -1
0-5" TOPSOIL
5-24" DARK LROWN LOAMY SAND
24-48" LIGHT BROWN LOAMY SAND
46"-64" LIGHTBROWN SAND COURSE
NO MOTTLING
NO GROUND WATER
FII F
TOWN OF Q
BUILDING &
Reviewed By
Date:
JUL 05 2012
g9
;r observed, or believe I saw evidence of,
s "ollses, wells, trees, fences, etc.,
also represent that'l have
FIs Ic set forthh On the d�iaag1raw,
—
DATE
jNo.l DESCRIPTION DATE
REVISIONS
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WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
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CAD FILE NAME
ACAD\IBS\WASHBURN
SCALE
1" = 30'-0"
DRAWN BY
DRAWING TITLE
PROPOSED
SITE PLAN
L
G No.
C-1
CONCRETE OR STONE
MARKER ABOVE ALL
BURIED COVERS
RECOMMENDED.
INLET BAFFLE 12" MIN.COVER OVER
ALL S UCTURES
#1 DISTRIBUTION BOX
BY FORT MILLER OR
FROM EXISTING EQUAL
SEPTIC TANK 2" PVC "� O 0 O
C-4
00.31 ALL OUTLET INVERTS
°°° TO BE SET AT
PEA EXACTLY THE SAME
GRAVEL ELEVATION.
(USE OF SPEED LEVELERS
REQUIRED)
DISTRIBUTION BOX
N.T.S.
2'-0" 1 _ 4'-0"
OVERFILL TO ALLOW
FOR SETTLEMENT
N
6'-0'
2'-0"
MAXIMUM SEASONAL HIGH
GROUNDWATER ELEVATION
z
N
STANDARD ABSORPTION TRENCH SECTION
N.T.S.
18" MAX.
2" MAX.
6"E
SLOPE
4" PERFORATED PVC LATERAL,
SLOPE 1/16"-1/32" PER FT.
NOTES:
1. END OF ALL DISTRIBUTOR PIPES MUST BE
PLUGGED UNLESS INTERCONNECTED.
2. ALL LATERALS TO BE OF EQUAL LENGTH.
15% MAXIMUM
(ROSS SLOPE
CN SLOPED SITES
UNTREATED BUILDING PAPER,
OR GEOTEXTILE.
4" PERFORATED LATERAL
LABELED AS FULLY MEETING
ASTM STANDARDS FOR USE IN
SEPTIC SYSTEMS.
3/4" TO 1 1/2"
WASHED CRUSHED STONE
(MAXIMUM DEPTH OF CRUSHED
STONE SHALL NOT EXCEED 30")
(THERE SHALL BE NO SUBSTITUTION OF TRENCH
WITH LEACHING CHAMBERS UNLESS
APPROVED BY NYS DOH)
STANDARD ABSORPTION TRENCH PROFILE
N.T.S.
6" MIN.
SEWAGE DISPOSAL SYSTEM NOTES
THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING
CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE
TOWN BUILDING INSPECTOR.
DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS
SHALL COMPLY WITH THE LATEST EDITIONS) OF THE NEW YORK STATE
DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL
HOUSEHOLD SYSTEMS APPENDIX 75-A.
SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET.
- INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE
- OUTLET 14" BELOW FLOW UNE, 6" ABOVE FLOW LINE
3" AIR SPACE ABOVE "T" TO TOP OF TANK
NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE
CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER
SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A
CLASSIFIED BODY OF WATER.
SEPTIC TANK TO DISTRIBUTION BOX: 4" 0 PVC SDR 26
WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD:
4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS.
THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO
FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
THE SEPTIC TANK.
THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS
MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM.
THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR
FUTURE EXPANSION OR REPLACEMENT.
DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO:
LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW
RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES.
SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE
ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE
AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND
MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE
BOTTOM OF THE SCUM LAYER IS ATHIN 3" OF THE BOTTOM OF THE OUTLET
BAFFLE OR SANITARY "T". THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY
CHAMBER IN MULTI -COMPARTMENT TANKS OR TO TANKS IN SLRIES. MOST TANKS
SHOULD BE PUMPED OUT EVERY 1WO TO THREE YEARS.
WHEN SEPTIC TANK IS PUMPED, TiiE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER
CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE
DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED.
CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED.
ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A
DEC PERMITTED SEPTAGE HAULER SEPTIC TANKS SHOULD NOT BE WASHED OR
DISINFECTED AFTER BEING PUMPE) OUT.
SEPTIC TANK ADDITIVES SHALL NOT tit USED IN THE SEPTIC SYSTEM. ADDITIVES
ARE UNNECESSARY FOR THE PP.O"ER OPERATION OF DISPOSAL SYSTEMS AND
MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED
INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE.
DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC
SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS
OR CLEANERS INTO SINKS OR TOILETS.
WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE—IN.
NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN—OFF AWAY FROM
THE ABSORPTION FIELD.
GRADING NOTES
BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING
EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM
SWALES AND DITCHES.
AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR
FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED.
ALL BARE -EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON-
ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE -EARTH AREA SHALL BE
SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER
CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE
SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT
TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER
GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE.
NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING
OVER SEED AND MULCH WHEN IHE INVERT SLOPE EXCEEDS 2% ALL SWALES AND
UNLINED DITCHES SHALL BE SEEDED WITH REED -CANARY GRASS FOR FOUR (4)
FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25
POUNDS PER ACRE. AFTER JUNE; ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED.
I• '• • • •• • • •• • ••K
1 11 IR I
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FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE
AWAY FROM BUILDING AT 6" IN 10' MINIMUM SLOPE.
lNo.1 DESCRIPTION DATE
REVISIONS
WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
CAD FILE NAME
ACAD\IBS\WASHBURN
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RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
CAD FILE NAME
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SCALE AS NOTED
DRAWN BY
DRAWING TITLE
SEPTIC
DETAILS
DRAWING No.
C-2
WE