2005-572 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
4z Community Development- Building &Codes (518) 761-8256
CERTIFICATE (.3"'FE7 COMPLIANCE
Permit Number. P20050572 Date Issued: Monday, December 11, 2006
This is to certify that work requested to be done as shown by Permit Number P20050572
has been completed.
Tax Map Number. 523400-227-017-0001-047-000-0000
Location: 103 SEELYE Rd
Owner. LINDA B MC COLLISTER
Applicant: LINDA B MC COLLISTER
This structure may be occupied as a:
Septic Alteration Residential
By Oder of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director o Building&Cod o ent
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20050572 Application Number: A20050572
Tax Map No: 523400-227-017-0001-047-000-0000
Permission is hereby granted to: LINDA B MC COLLISTER
For property located at: 103 SEELEY 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: LINDA B MC COLLISTER
P.O. BOX 206 Septic Alteration Residential
103 SEELYE Rd Total Value
CLEVERDALE,NY 12820
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2005-572
SEPTIC ALTERATION
$25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, August 12, 2006
(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 Town of Quee sbu�; F 'day,August 12, 2005
SIGNED BY it/' Z'-d 17 for the Town of Queensbury.
Director of Buildin &Co e Enforcement
- I HEC'D JUL 2 5 2005 h
Application for Permit.—Septic Disposal Systom
7i)wn UrQueellslnuy 71213rryXuud Qnecnsbiu.n; NY 12804 (.518) 701-8256 1 ���. — ` Aj P1
1. OWNER INFORMATION: v
...........................................................................................................
I office Use
Location of installation: 101 Seeley Road � �]
File Permit No _0 =�—�7t
Tax Map No.227.l7/ 1 / 47
Owner's Name: Mark McCollister Fee Paid 3,6. Ole)).. .................................................................................I
Address: PO Box 206, Cleverdale, NY
2. INSTALLER'S NAME :—To be determined PHONE NO.
3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroout(y) and multiply tl of
bedrooms with applicable gcillons per bedroom to equal total daily flow)
Year of House: No. of Bedrooms x Confutation = Total Daily flow SEE PLANS
1980 or older x 150 gal/bdrm =
1980— 1991 x 130 gal/bdrm =
1991 —present J x 110 gal/bdrm = 330
Garbage Grinder Installed yes / uo X m '.
Spa or Whirlpool Installed yes / no X
JUL 272005
4. PARCEL INFORMATION: (circle applicable information &indicate nieasuremc3it )4
SEE PJ ANS
T4P48��p13Y— QrI Na ur4 Q.r9und Water _Bedrock or Impervious Material _f�011ie
1' scr fawhIV depth (it whcr cleptlr nrrrnrciperl
R tin _ lacrni /y feet' feet well
Steep slope ay if well; water supply
slope other from any septic-system
depth: absorhtior is ft.
other`1�—
Percolation Test: ('i'o be cvtnpleted by licensed lN )Jessional engineer or architect)
Rate:SEE PLANS -nrinule per inch
5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed
professional engineer or architect(utnless installed in a Planning 13oard approved subdivision). Add 250 gallons to (he sire
of(lie septic tank and leach field for each Garbage Grinder, Spa or WhidIx)ol Tub.
Septic Tank: SEE PLAN§allon (min. size 1,000 gal)
32
Tile Field: each trench _fl. Total System Length:
Seepage Pit(s): number of N/A size of each: f[. by ft. /
Size of Stono to be used: Il N/A I depth or thickness fitel C`�/�/
c7r i
Bed System Size: N/A x
Alternative System: SEE PLANS length and/or size
6. HOLDING TANK SYSTEM: (if required) N/A
- Number,of tanks: / Size of each: gallons !TOTAL Capacity: gallOns
Note: Alarm System and associated electrical work roust be inspected by a Town approved
electrical inspection agency.
7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read)
For your protection,please note that pursuant to Section 136-29 of tho Code of tho 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 havo read the regulations with respect to this application and agreo to abide by these and all
requirements of the T of Queensbury Sanitary Sewage Disposal Ordinance.
Signature f responsible person Date
f
Septic Inspection Report
Office No. (518) 761-8256 Date Inspfl�request received:
Queensbury Building&Code Enforcement Arrive: !6 am/ Depart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: QE
NAME: 1) PERMIT NO.: ® „�
LOCATION: INSPECT ON: — 4 — f n
RECHECK:
Comments and/or diagram
Soil Type: Sand Loam Clay
Type of Water: Municipal Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total lengthft•
Length of each trench ft• '�
Depth of trenches ft• / �� t�f'
Size of Stone
See me Pits: Number
size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box -1-�` L
Distribution Box to Field Pit
O ninq Sealed: N Partial
End Ca
Inie Outlet Pipes&Baffles Y N
Location Se rations
Foundation to tank ft.
Foundation to abso on ft.
Separation of Pits ft•
Conforms as per Plot Plan Y N
En ineer ReDort and As-Built Y N
Location of System on Property:
From Rear Left Side Right Side
Middle Front Middle Rear
%aWm Use Status: „ lee Yc'C� Puplo�
Approved
Partial Approved and needs to be re-inspected, please call the Building &e6des;Office
Disapproved
Last revised 021006
Last revised 1/6/05
Septic Inspection Report
Office No.(518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: ; (6J am/pm Depart: am/pm
742 Bay Rd.,Queensbury,NY12804 Inspector's Initials://
NAME: ! c Cr- 1141 PERMIT NO.: _ -'
LOCATION: lO sce4t 11y INSPECT ON: �►�
RECHECK: If
Comments and/or diagram
Soil Type: Sand/Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
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/Partial
End Cap*
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y N
En ineer Report and As-Built Y N
Location of System on Property: �+P
/ 7
Front Rear Left Side Right Side
Middle Front Middle Reari
System Use Status: 1f ee1 /,q,1 /xc xn,/
Approved
—� /Partial Approved and needs to be re-inspected, please call the Building& Codes Office
10 Disapproved
Last revised 1/6/05
t .` 1 .4
Septic Inspection Report
Office No. (518) 761-8256 Date InspeGaon request received:
Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: PERMIT NO.: �
LOCATION: INSPECT ON:
RECHECK:
Comments and/or diagram
Soil Type: Sand Loam/ Clay
Type of Water: Municipal. Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total lengthft.
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 Partial
End Ca
Inlet/Outlet Pipes&Baffles Y N
Location rations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y N
Engineer Report and As-Built Y N
Location of System on Property:
Front Rear Left Side Right Side
Middle Front Middle Rear
5yftm 7rs:,Partial
Approved
Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 021006
Last revised 1/6/05
lS{ � H-Thomas Jarrett, P.E.
Professional Engineering Kenneth Martin, P.E.
TOWN of QUEENS8URV
COMMUNITY DEVELOPMENT
September 19, 2005 RECEIVED
SEP ?
ACo
Town of Queensbury — -
Q ry 6&C PLANNING
Attn: Mr. David Hatin FM EXEC,DIR,
742 Bay Road -
Queensbury,NY 12804
Re: McCollister Residence
Residential Wastewater Disposal System
JM 03-072
Dear Dave:
This letter is to certify that this office has observed portions of the construction of the residential
wastewater disposal system for the private residence of Linda&Mark McCollister, located at
103 Seelye Road, Cleverdale in the town of Queensbury(Tax#227.17-1-47). Construction
observations were performed via multiple site visits during construction. Based on the site visits
it appears the construction of the wastewater disposal system has been constructed in substantial
conformance with the design drawings prepared by this office(dated: 8/22/05) and approved by
the town of Queensbury.
If you have any questions or comments regard'n e bove, please do not hesitate to contact us
at 792-2907, , (�g�C�-�
F. �;
Sincerely,
JARRETT-MA4TIN ENGINEERS, PLLC��W /
4,
Robert U. Holmes II, P.E.
Project Engineer
CC: Linda&Mark McCollister
F:\DataFile\2003 Project Files\2003 Residential Projects\03-072 McCollister WW\03072 091905 McCollister Residence Const Cert Letter.doc
12 East Washington St. - Glens Falls, NY 12801
518-792-2907/518-798-1864 Fax ®Printed on Recycled Paper
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TRr'"-,F1,041:ra z; GENERAL NOTES:
c1��.N.x ✓r_ QJO
G-1) PLAN BASED ON SURVEY MAP TITLED *MAP OF SURVEY MADE FOR MARK k UNDrt WCOLLISTER"BY
� VANOUSEN h STEVES, LAND SURVEYORS, DATED AUGUST 20, 2003.
G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT 'DIG SAFELY NEW YORK'
ATE Rsrkiw+l _S _ AND RECORD FILE/. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TD INITIATING
/ CONSTRUCTION;CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY.
I NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED,
G-3)CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS
a z CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL
TOWN OF QUEENSBURYCY)
x n1 G-4) CONSTRUCTION OF NEW PIPING,TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE NYS
���" DEPT. OF HEALTH, LOCAL MUNICIPAL STANDARDS.AND DETAILS/SPECS ON THESE DOCUMENTS. CONFLICTS SHALL
- BE ORO
BUILDI IKM TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION.
^: NG &
SUBSURFACE INVESTIGATION:
R IEV TEST PIT/
L� 1
PSOIL
130 - 13' DARK BROWN SANDY- 44' DARK BROWN SIILT S W/ SOMEILT OGRAVEL AND COBBLES
44" BOTTOM OF HOLE (BEDROCK)
14" MOTTLING NOTED
15" WATER ENTERING HOLE
-
b 13' DARK BROWN SILTY TOPSOIL
JULr� ^ 13" - 60' MEDIUM BROWN SILT 2*7 2005 SO" BOTTOM OF HOLE (BEDROCK)
13" WATER ENTERING HOLE
12' MOTTLING NOTED
.. PERCOLATION TEST 61
DEPTH: B'
SOa' DARK SILTY TOPSOIL
STABILIZED PERCOLATION RATE OF 11 MINUTES 45 SECONDS.
5 D87ROUMN BOX _— �^ DESIGN INFORMATION:
D1
APPROXIMATE LAKE QE*2&k=
GEORGE NEW YORK STATE DEPARTMENT OF HEALTH
-�� E IMLIALIZER 24' TOWN OF OVEENSBURY
i RLTRATOR LATERAL {y
` DECK PDTABI WATCR cl1Oo.....I YY
(TYP.) LBIBT OF FR,L S[ -"I \ NO OBSERVED EXISTING POTABLE WATER SUPPLIES LOCATED WITHIN
`t 150 FT, OF PROPOSED WASTEWATER DISPOSAL SYSTEM.
- SHED BASAL AREA j
IPI y �� ` GN Fl OW
�BEDROOM RESIDENCE
i 3 BEDROOMS x 110 OPD - MO GPD
"~
TP /1� i WATER SAVER FIXTURES TO BE *WALLED THROUGHOUT RESIDENCE.
\ - e _ c �� BOAT
HOUSE (NO KITCHEN GRINDERS OR HOTTUBS TO BE DIRECTED TO THE NEW WASTEWATER DISPOSAL
y ZN1'iTl ��` 1 SYSTEM)
33 32
SEPTIC TANK
FRR HE EXIST FINIMUM CAPACITY CAL. SEPTIC TANKEPTIC TAW.
15 STRUCTURALLY SOUND
i )
AND WATER TIGHT, THE TANK MAY BE RE-USED.
SEPTIC TANK EEFLUENT FILTER
+ X 22 "ZAKL" RESIDENTIAL EFFLUENT FILTER.
GARAGE PROVIDE (1) MODEL A1801-4
\ �' \ i ✓ ,/ (:RUSHED IEArFItu• u(RAJ n FI In)
STONE
J30 CPD ♦ 09 GPD/SO. FT - 366.67 50, FT. REO'D
DRNE (S>rTM10N - 10 MINUTE/INCH PERCOLATION RATE riLL MATERIAL)
MW 365.57 S0. FT x 2'TRENCH WIDTH • 163.33' MINIMUM LENGTH OF "EOUALIZER 24"
u 4'PVC DOTRIBRAON �� INFILTRATOR CHAMBER LATERAL LENGTH REGURIEO.
mrr� \ --- (6) "EpUALIZER 24"LATERALS EACH 33.32' LONG ARE TO BE PROVIDED.
>nR 17
EACH LATERAL TO BE(4) UNITS LONG EACH,
\� \ EOUALIiA q -. - �,�� "r'►�- ".: Wm .. UW �:." BA_cuLAFA (NYSDOMREQUIRE01
\ ` Blom E14DS D1 J �" 17623 SO, FT, OF BASAL AREA 1650 TO BE�PROVIDED.. FT. MINIMUM AREA REQUIRED
EFFLUENT DDSIN11 / 06711AUTION
\ \ GRAPHIC SCALE PRESSURE DOSING AND GRAVITY DISTRIBUTION FROM THE SEPTIC TANK AND PUMP STATION VIA
20 Q 10 20 40 BO
THE DISTRIBUTION BOX,
WASTEWATER PLAN I i111111 PM )
gF
LEGEND: L_J soPN: SEE GRAPH CAL SCALE SCALS I' SO,
EXISTING / BY OTHERS: -
(existing features denoted by lower core lettering) �
tOPOSED IN THIS DESIGN:
PROPERTY LINE:
PROPERTY LINE SETBACK: 07/13/05 ® SUBMITTED FOR PERMITAPPROVAL RUH
I SANITARY FORAGE MAIN- 10/08/03 A CONCEPT PLAN SUBMITTED TO CLIENT RUH
CE / EROSION CONTROL DATE REV# ISSUED/REVISIONS BY
TEST HOLE: WASTEWATER PLAN Cl
PERCOLATION TEST. O
NOTE/
NOTE REFERENCE TAG: NOTE"-1 ( WASTEWATER DISPOSAL SYSTEM
McCOL8EETLEYR RESIDENCE
REC'D J U L 2 5 Z005
ili�A1¢8ar ' GENERAL NOTES:
TRu�rFAci4�+�
a Q�o
G-1) PLAN BASED ON SURVEY MAP TfTLED 'MAP OF SURVEY MADE FOR MARK t LINDA McCOLLISTER"BY
VANDUSEN k STEVES, LAND SURJEYORS, DATED AUGUST 20, 200]��
C-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR t0 CONSTRUCTION; CONTACT 'DIG SAFELY NEW YORX'
APPROXIMATE R•sklant �''j AND RECORD FILE/ VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR 70 INITIATING
RE SMALL E OWNER OR ENGINEER IMMEDIATELY.
ENGINEER IMMEDIATELY IF CONDITIONS ARE NOT AS INDICATED.
NOTIFY M
v. << �� � ���� ,. G—}) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS
93 CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL
t TOWN )F QUEENSBURY AGENCY).
?' - G-4) CONSTRUCTION OF NEW PIPING,TANKS AND LEACHING SYSTEM SMALL BE IN CONFORMANCE WITH THE NYS
x, ct DEPT. OF HEALTH, LOCAL MUNICIPAL STANDARDS,AND DETAILS/SPECS ON THESE DOCUMENTS. CONFLICTS SMALL
BUILDI N E PT` BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION.
` \ 4 SUBSURFACE INVESTIGATION
lip} - i VI_W [
- ,
TEST PR /1
✓�
Lf" 0 — 13" DARK BROWN SANDY SILT TOPSOIL DATE .-... _. - 13' — 44" DARK BROWN SILT W/ SOME GRAVEL AND COBBLES
I 44" BOTTOM OF HOLE(BEDROCK)
MOTTLING16" WATER ENTERING HOLE
> TEST PIT!2
I 0 — 13' DARN BROWN SILTY TOPSOIL
13"— 60" MEDIUM BROWN SILT
JUL 2 7 2005 6o" BOTTOM OF HOLE (BEDROCK)
13' WATER ENTERING HOLE
t 2" MOTTLING NOTED
PERCOLATION TEST A
� a
Lb
D CI RF DEPTH: 8'
I..�� SOIL: DARK SILTY TOPSOIL
STABILIZED PERCOLATION RATE OF 11 MINUTES 45 SECONDS.
N PF
DESIGN INFORMATION:
DIriROI/FION BCK
Dt — \ DESIGN "219
APPROXIMATE .",r+' LAKE
+� \ GEORGE NEW PORK STATE DEPARTMENT OF HEALTH
TOWN OF OUEENSBURY
w c _.ram PRIVY r 1 RIATERAL PP02ALE WATER Supply
DECK NO OBSERVED EXISTING POTABLE WATER SUPPLIES LOCATED WITHIN
�, -_• 1 ; L1W OF PILL ISO FT. OF PROPOSED WASTEWATER DISPOSAL SYSTEM.
_-1 3 B SHED r 3 BEDROOM BASAL ARIA DEDR OW
� _/..— OOM RESIDENCE
IPF .L � -,' \ 3 BEDROOMS X 110 GPD • 330 GPD
a WATER SAVER FIXTURES 70 BE INSTALLED THROUGHOUT RESIDENCE.
g L 2 STORY a �Z G HOOUSE (NO KITCHEN GRINDERS OR HOTTUBS TO BE DIRECTED TO THE NEW WASTEWATER DISPOSAL
TPI1S - \ / WOOD FRAME �1 ; SYSTEM)
HOUSE
a •/ StFTIC TANK
PRDVIDE 1000 GAL. MINIMUM CAPACITY SEPTIC TANK.
IF THE EXISTING TH CAL. SEPTIC TANK IS STRUCTURALLY SOUND
A
�•, .. \\ AND WATER TIGHT,, THE TANK MAY BE RE-USED.
• yE acptlC TANK EFFLUENT FILTER
o
PROVIDE (1) MODEL A1801-4 X 22 -ZABEL' RESIDENTIAL EFFLUENT FILTER.
GARAGE
�O \\ "PUSHEDI FACHINQ SYSTEM (B�FO I FIFI O) R
330 OPD ♦ 0.9 GPD/SO. FF. - 366.67 S0. . REO'D
DRIVE �, +'"��• (5 - 10 MINUTE/INCH PERCOLATION RATE FILL MATERIAL)
i•+"•"' PORTING PUMP 'TAT" 356.67 SO. FT. + 2'TRENCH WIDTH 183,33'MINIMUM LENGTH OF 'EOUAu2ER 24"
TO BE REUBECX IOCATKIN INFILTRA70R CHAMBER LATERAL LENGTH REQUIRED.
Ws `` 4• PVC DOTRWRWN - _+e- -' APPR01(111MTE ONLY (6) "EQUALIZER 24" LATERALS EACH 33.32' LONG ARE TO BE PROVIDED.
PIPNO �•,,,r '� EACH LATERAL TO BE (4) UNITS LONG EACH.
Y NDPE OR 17
TO K 11 t)SE CAL TON TANK gA$eey ARL4 (per O IIR D1
TO BE REUSEDC LOCATK)11 330 GPD • 0.2 GPD/SQ. FL .1660 S0. FT, MINIMUM AREA REQUIRED
8 D1 ��� ,�, �•+^'� D1 APPRQKIkNTE ONLY � �� 17623 SO, FT. OF BASAL AREA TO BE PROVIDED,
Frnijirha Or1S Nn/ OrSTRIRUTION
PRESSURE DOSING AND QRAVRY DISTRIBUTION FROM THE SEPTIC TANK AND PUMP STATION VIAGRAPHIC SCALE ��, THE DISTRIBUTION BOX,
20 0 10 20 40 8D
WASTEWATER PLAN
• Saal•: SEE GRAPHICAL SCALE SCAM
(M PDE1') t
LEGENDD.•
3 EXISTING / BY OTHERS: ---
(existing features denoted by lower case lettering)
o NEW / PROPOSED IN THIS DESIGN:
n
PROPERTY LINE: 07/13/05 SUBMITTED FOR PERMIT APPROVAL RUH
0
a PROPERTY LINE SETBACK: `
10/08/03 A CONCEPTPLANSUBMITTEOTOCUENT UH
PROPOSED SANITARY FORACE MAIN: aX» -(
It SILT FENCE / EROSION CONTROL DATE REV# ISSUED!REVISIONS BY
TEST HOLE: WASTEWATER PLAN C�
PERCOLATION TEST: U NOTE b WASTEWATER DISPOSAL SYSTEM
McCOLLISTER RESIDENCE
NOTE REFERENCE TAG: NOTE:G-1 N 1
C1 SEELEY ROAD
10 SEE DRAWING N FOR NOTE QUEENSBURY,NEW YORK
Y DETAIL 11
DETAIL REFERENCE TAG: JARRETT - MARTIN ENGINEERS, PLLC
U1 •-SEE DRAWING III FOR DETAIL
a H.THOMABJARRETT PROFESSIONAL ENGINEERING
_�SEC710N CUT DIRECTION P.E.1P57,9W 12 EA13T WASHINGTON STREE PHONE:(518)792-2907
q sECT10N LETTER CQIrpIGIrT O m GLENa FALLS,N.Y. FAX(518)7WII164
SECTION REFERENCE TAG: _ aNLrxMeao"muorwwNcwiwr. pCTOBEA2D03 PR01P03.072 SHEET:1OF3
ii --SEE DRAWING/ FOR SECTION w[scisrw�a[aaN•s+,�-rsuc
evum
a,anm omlrrF++,Ex�vr F/0306610060 McCOWSTERWW SY'ST EM.DING PLOTTED/REVISED0711W612:ODPM
NSW[NOM[ge a VNuwwL
l4
23'-0' SPECIFICATIONS:
PIPING:
5 - 10 MIN/INCH B' O.C. (TYP.) P-1)ALL GRAVITY SEWER SHALL BE PVC SDR 35,ASTM D3034; INSTALL IN ACCORDANCE WITH ASTM D2321.ALL
PERCOLATION RATE GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER,
FILL MATERIAL 4' SILTY TOPSOIL
P-2) FORCE MAIN SHALL BE HOPE(POLYETHYLENE),ASTM D3350 OR ASTM f714 OR PPI TR31-4/79, 10D PSI
,-°I';_ f fir, MINIMUM PRESSURE RATING; PIPE TO BE INSTALLED PER ASTM D2774; FORCE MAIN FITTINGS SHALL BE RESTRAINED
MMIN). OR THRUST BLOCKED TO PREVENT MOVEMENT. FORCE MAIN TO BE PRESSURE TESTED BY A HYDROSTATIC TEST
(Tfp ,1'Y '! EXTEND TOE OF FILL MOLDING A PRESSURE OF 1,5 TIMES THE SYSTEM OPERATING PRESSURE FOR 2 TO 3 HOURS OR AN ALTERNATIVE
AS DIRECTED BY OWNER METHOD APPROVED BY ENGINEER.
24 MIN °
' k 1 - ° P-3) PRESSURE PIPE CONNECTIONS:
-HDPE PIPE AND FITTINGS ARE TO BE JOINED BY THE BUR FUSION PROCESS INTO CONTINUOUS
LENGTHS AT THE JOB SITE. THE JOINING METHOD SHOULD BE THE HEAT FUSION METHOD WHILE
%/A��A/�/12 PERFORMED IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. THE MEAT FUSION
EQUIPMENT USED IN JOINING SHOULD BE CAPABLE OF MEETING ALL CONDITIONS RECOMMENDED BY
</ %�/��/ /������A //\�//��/�//���//�//�/�Ar:��/��/-�//A j����/A//%//�/���/����/��% WELDING 7 THE E OR HOT�GAS WELDING Of L HOPE CP PEED SHOULD NOT BE USED FOR PRESSURE PIPE ELECTRDFUS4ON FITTINGS MAY BE USED. XTRUSK)N
A%/'N ����'� �A�AA�VA��V/ APPLICATIONS OR FABRICATIONS WHERE SMEAR OR STRUCTURAL STRENGTH IS IMPORTANT. MECHANICAL
\N�\�/\\/�/\ \\/ `\/�\/\r/\/% �\��/��/ COUPLINGS MAY BE USED TO JOINT ADAPTER. FLANGES, MECHANICALLS. Y CONNECT COUPLERS, TRANSITION
IPPE.N REFER GTOAMANUF MANUFACTURERS
LAICAL
\ \\ \\r\ ,\\r\�/\\/\� � RECOMMENDATIONS.
EXISTING GRADE SEASONAL HIGH -SCHED 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY A SOLVENT WELD PROCESS INTO
GROUNDWATER CONTINUOUS LENGTHS AT THE JOB SITE. JOINING SHOULD BE PERFORMED IN ACCORDANCE WITH
THE PIPE MANUFACTURER'S RECOMMENDATIONS, MECHANICAL JOINT ADAPTER, FLANGES, UNIONS,
GROOVED COUPLERS,TRANSITION FITTINGS,AND SOME MECHANICAL COUPLINGS MAY BE USED 70
MECHANICALLY CONNECT SCHED 40 PVC PIPE. REFER TO MANUFACTURERS RECOMMENDATIONS.
CA \ LEACHING SYSTEM SECTION P-4)ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (LE.: NO LOW POINTS OR HIGH
1 SCALE N.T.S. POINTS)ALLOW FOR FLOW BACK TO PUMPSTATION DURING PUMP OFF CYLCES. (DRAIN BACK FEATURE),
P-5) HOPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION OF
OWNER/ ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER,
NON-SHRINK
WATERTIGHT 4' OUTLET TEE GROUT TANKS/STRUCTURES:
' S"ACUSE M T100B FRAIIL lt.OVER: MODEL A1801-4x18 RESIDENTIAL
FINISHED GRADE SY K TO CA1<TNIOSI +T✓ ECM' OUTLET�- T-1) PRECAST STRUCTURES SMALL BE AS SUPPLIED BY FORT MILLER CO. INC., OR EQUIVALENT. REFERENCES TO
GRADE 1D DRAIN AWAY FROM COVdt "ZABEL" FILTER OR EQUIVALENT HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING.
PERMANENT MARKER 18" T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT
18'
OVER COVER PRECA�OONCRlTE 4 MIN. " PVC PIPE
RIM AS REG'D MARKER(S)OVER COVER(S),AND MEASUREMENT'TIES"TO PERMANENT STRUCTURES SHOWN ON THE "RECORD
DRAWINGS"(SEE GENERAL NOTES).
12" (MIN. 7-3) ALL TANKS SET BELOW SEASONALLY MGM GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE
NOTE:
FLOTATION USING HEAVY DUTY TANKS W/ 6" EXTENDED INTEGRAL BASES, OR BY AN ALTERNATIVE METHOD APPROVED
11 : BV ENGINEER.
IF EXISTING OR NEW SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE
3" OUTLET INSTEAD OF A 4" PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER 7-4) TANKS/STRUCTURES SMALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM C1227).
INLET— MODEL A1607-4x18 FOR MODEL A1B01-4x18. WALL PENETRATIONS SMALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON-SHRINK GROUT, AND THE
OUTLET^ PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL, TANKS TO BE TESTED TO DOCUMENT WATER
TIGHTNESS BY METHOD APPROVED BY ENGINEER, (ENGINEER TO WITNESS)
u�• T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR(H-20)
EFFLUENT FILTER wHE)EI LOADING,
U EXISTING �\/I►A SCALE rv?.5. T-8)EXISTING FEATURES IN ALL STARTS/SSTCONSTRUCTION(RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF
EFFLUENT FILTER
3 SEPTIC TANK Y
DI
'EQUALIZER 24' CHAMBERS EXISTING SEPTIC TANKS TANK SIZES)., PROPER FUNCTION AND STRUCT TED TUURALUNTEGRITY RESE TO Y. INSPECTED. REPLACE TANKS�AS REQUIRED.ZE (SEE GN INFORMATION FOR
g 4' PVC OVERFLOW PIPE
4" PVC DISTRIBUTOR T-B) FOR EXISTING SEPTIC TANKS TO REMAIN IN SERVICE,THE TANK OUTLET TEE IS TO BE REFITTED TO ALLOW
INSTALLATION OF A ZABEL FILTER, IF A NEW SEPTIC TANK IS TO BE INSTALLED IN SERIES WITH AN EXISTING TANK,
FROM DISTRIBLRIDN BOX PLACE THE NEW TANK IS DOWNSTREAM OF THE EXISTING AND INSTALL THE ZABEL FILTER IN THE OUTLET OF THE NEW
s END PLATE WITH END I N TANK.
E LEACHING SYSTEM:
STANDARD END STANDARD INVERT
n
j ' �� L-1) LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F461 UNLESS OTHERWISE DIRECTED HEREON.
o \\�1 \�\�, — "EQUALIZER 24" INFILTRATOR LATERAL DETAIL L-2) INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED
\\/\\\/\\i\\�\\\//�'• \fir\\\�\ \\i\\\�\\i/\\\/\\i\\//r\\i/\\i\\i//\i/� \``�' SCALE: 11 i.S. __ _ HEREON.
L-3) IN NO CASE SHALL VEHICLE TRAFFIC BE ALLOWED OVER LEACHING AREA FOLLOWING PLACEMENT OF FILL,
MOUND TO SHED WATER UNLESS UNDER (5179 �y,.," L-4) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO CONSTRUCTION;
ROADWAYS; RESTORE ROADS AND ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES.
WALKWAYS TO ORIGINAL CONDITION;
2 �, SEPTIC TANK DETAIL TOPSOIL SEED & MULCH NON PAVED AREAS �� L-S) FILL MATERIAL USED TO CONSTRUCT THE WASTEWATER ABSORPTION FACILITY SHALL BE GRANULAR (SAND AND
GRAVEL)AND VOID OF ANY LARGE STONES OR COBBLES. THE FILL SHALL HAVE A PERCOLATION RATE AS INDICATED
SCALE: H?s. ON THE PLANS, THE FILL SHALL BE GRADED AND COMPACTED IN SIX-INCH LIFTS,NO RUBBER TIRED EQUIPMENT WILL
` D ° BE ALLOWED IN THE WASTEWATER ABSORPTION AREA. THE FILL SHALL BE GRADED TO THE LIMITS AND DEPTHS
DEPICTED ON THE PLANS AND DETAILS, ALTERNATIVELY, THE FILL MATERIAL MAY BE PLACED ON THE SITE AND
COBBLES AND LARGER COMPACTED '"
ALLOWED TO STABILIZE NATURALLY THROUGH A WINTER AND FOR A PERIOD OF AT LEAST SIX MONTHS. IN EITHER
INSTALL MARKER \��� \\/ \`' TO 85% MODIFIED PROCTOR OUTSIDE CASE,THE PERCOLATION RATE OF THE FILL MATERIAL SHALL BE RE-EVALUATED AT THE SITE AFTER STABILIZATION. IT
TAPE 18" DEEP �'� r/\i/ \� \� ROADWAYS, 957E MODIFIED PROCTOR _ MAY BE NECESSARY TO ADJUST THE SYSTEM DESIGN BASED ON THE PERCOLATION RATE OF THE STABILIZED FILL.
PERMANENT MARKER \ 4 0 N COVE/ � WITHIN ROADWAYS
� L-6) M17HOD OF CONSTRUCTION TO BE AS FOLLOWS:
OVER COVER ��. r 5��t?j ON GRANULAR NATIVE SOILS:
FINISHED GRADE \�/' /\
CLEAN SAND (100% PASSING )�" \*- \� \ 1. REMOVE VEGETATION AND TDPSOIL; STOCKPILE TOPSOIL FOR PLACEMENT ON FINISHED SYSTEM.
REMOVABLE COVER MAXIMUM 107E PASSING 200 SIEVE)
!!! '♦r 2. SCARIFY SUBGRADE TO CHECK FOR AND REMOVE SMEARING PRIOR TO PLACEMENT OF SPECIFIED
/• •/ ` GRANULAR FILL.
FORT MILLER DISTRIBUTION \\ \ \�8' MIN
80X OR EQUIVALENT 6" (MIN.) 6" MIN. (TfP.) L-7) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF
R PIPE(S) EXISTING FEATURES PRIOR TO START OF CONSTRUCTION.
INLET /" ��'i! 4" MIN (6" IF
OUTLET— \ \, \� \\ ROCK BELOW) L-8) REMOVE EXISTING VEGETATION R ORGANIC SOIL FOR REUSE PRIORTO PLACEMENT OF FILL MATERAL (SEE NOTE
L-3 ABOVE BEFORE USING THIS NOTE)
4N EFFLUENT PIPE; 4"0 DISTRIBUTION PIPE; INSTALL \\Sf\ \\ \r /_
INSTALL AS SHOWN ON DRAWING C? 2' (MIN. Cos AS SHOWN ON DRAWING C7 '//� �A �`� A�� -
C vG_ i. -18" tIr
Q IF 4' COVER CANNOT BE ACHIEVED THEN 07/13/05 SUBMITTED FOR PERMITAPPROVAL RUH
INSULATE PIPE WITH ." RIGID FOAM PIPE
INSULATION; PRDVIDE PROTECTIVE COVER �(� 10/08/03 A CONCEPT PLAN SUBMITTEDTOCLIENT RUH
OUTLETS - 470 KNOCKOUTS 12" (MIN.) OF CLEAN SAND OR CASING; FASTEN SECURELY TO PIPE. 1
T \�y. DATE REV# ISSUED/REVISIONS BY
,9 PROVIDE ADJUSTABLE LEVELING OR PEA GRAVEL FOUNDATION ® IN VEHICULAR TRAFFIC AREAS, IF 3'0" COVER '�
DEVICE ON EACH OUTLET CANNOT BE ACHIEVED, FORCE MAIN SHOULD \tl�►`\1 WASTEWATER DETAILS p�
' PLACE IN A 6" PROTECTIVE CASING FOR ROUTING
$ DISTRIBUTION BOX DETAIL `
Cl sc!, .rs 8 UNDER TRAVEL WAYS.TRENCH DETAIL WASTEWATER DISPOSAL SYSTEM
t McCOLLISTER RESIDENCE
`\ Cl , SCALE: WT.$,
SEELEY ROAD
QUEENSBURY,NEW YORK
p WASTEWATER SYSTEM USE: JARRETT - MARTIN ENGINEERS, PLLC
s
-
52 U-i} NEW WASTEWATER DISPOSAL SYSTEM IS DESIGNED FOR DOMESTIC SANITARY WASTE ONLY AT A GENERATION RATE H.THOMAS JARRETT PROFESSIONAL ENGINEERING
P.E.N67W9 12 EAST WASHINGTON STREET PHONE:(518)792-2907
�i OF NO MORE THAN 110 GALLONS PER DAY PER BEDROOM. LOW FLOW WATER FIXTURES(I.E. 1.6 GAL/FLUSH TOILETS, �OP(PoGHT 0 20Q3 GLENS FALLS,N.Y. FAX (518)79g•1B6q
2-3 GALLON PER MINUTE FAUCETS AND SHOWER HEADS,ETC.) MUST BE INSTALLED THROUGHOUT THE
RESIDENCE/FACILITY. DRAINAGE FROM FLOOR DRAINS, FOOTING DRAINS, EAVE TROUGHS, AND BACKWASH WATER FROM
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SWIMMING POOLS,WHIRLPOOLS. JACUZZiS, WATER SOFTENERS AND WATER TREATMENT SYSTEM MUST BE DISPOSE.OF ewssulsx.wRcowlew®m,e OCTOBER2D03 PROrVD3-072 SHEET:2OF3
OTHERWISE AT THE DIRECTION OF THE OWNER. ANowa,o
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EROSION&SEDIMENT CONTROL:
GEOTEXTILE FABRIC: ES-1)ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH
FILTER X. MIRAFI 100x, PROVISIONS SHOWN ON THESE PLANS AND/OR THE 'NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT
STABLINKA T140N, CONTROL". USDA—NRCS,AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION.
IOR EQUIVALENT; OVERLAP ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND
GEOTEXTILE FABRIC
k TIE JOINTS 6" MINIMUM SEDIMENTATION,
(SEE BEDDING DETAIL) STEEL OR Y x 2" ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY
SHEET FLOW DRAINAGE STEEL R POSTS STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SMALL BE DEFINED AS 14 CALENDAR DAYS OR LONGERHARD ,
HARD
24" MAX. (IYP.) ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE
RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER.
NamTYPICAL ES-5)ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN
TIE POINTS PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SMALL NOT RESUME
UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME
10 AS THE PRIOR IMPACT IS REMEDIATED.
BUTT BALES TOGETHER, I.E.: NO GAP ES-8) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL
LAYOUT FOR SHEET FLOW DRAINAGE
SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)"AND SUBMIT TO ENGINEER FOR APPROVAL.
1--5' MAXIMUM--I
SECURELY FASTEN WIRE EARTHWORK&TURF ESTABLISHMENT:
FENCE TO POSTS &
FABRIC TO FENCE ET-I)ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS 07HERWLSE DIRECTED ON THESE
GEOTEXTILE FABRIC WRAPPED
PUNS OR BY OWNER.
AROUND HAY BALES, AS SHOWN ABOVE ET-2)TOPSOIL, SEED AND MULCH DISTURBED AREA TO ESTABLISH GRASS GROWTH: CONTACT LOCAL SOIL
STEEL OR WOOD POST STEEL OR WOOD POST CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION.
2" x 2" HARDWOOD STAKES OR RE-BARS WITH WOVEN WIRE FENCE WITH WOVEN WIRE FENCE ET-3)CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE.
DRIVPER B FLUSH WITH BALE; 2 STAKES (14.5 GAUGE MIN.: (14.5 GAUGE MIN.; ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES,AS PRACTICAL AND AS
PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED 6' MESH SPACING) 6" MESH SPACING) DIRECTED BY OWNER.
ET-4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED BY
4 MIN. —FLOW OWNER.
1,_B" �4" 1'— �4" ---FLOW
GEOTEXTILE FABRIC 3" (MIN.) DRAIN ROCK
OVERLAP FABRIC 0 STAKE 8" MIN. (TYPJ
N
u� ( -i ic', i" i✓ i�
TRENCH
O U
g BEDDING DETAIL COMPACTED BACKFILL
GEOTEXTILE FABRIC
3
NOTES: NOTE'
THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE OR SHALLOW 1.THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR SEMI-PERMANENT BASIS
CONCENTRATED FLOW ON DISTURBED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR (1 YEAR MAXIMUM) FOR EROSION CONTROL.
y STREAM CHANNELS, 2.SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
HAY BALE DIKES MAY BE USED FOR TEMPORARY(180 DAYS MAXIMUM) EROSION
CONTROL. 3, INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED; 9'
(MAX.) RECOMMENDED STORAGE HEIGHT.
U 4. REMOVED SEDIMENT SWILL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT
S OFF—SRE AND CAN BE PERMANENTLY STABILIZED.
/ 7 STRAW BALE DIKE (^--18" MIN.^ �1J
FQ.
SCALE: N.T.S.
N
� A r ; $ �SILT FENCE
4' MI b 1 ��SCALE:N 7.5. t\.
1
4' Mil
I
n
� \ MEDIUM RIP RAP (TYR)
NON-WOVEN GEOTE)TILE FABRIC � r
DIKE CONSTRUCTED USING05rN
CRUSHED STONE AND LIGHT
RIP RAP; SEE CROSS SECTION BELOW
ORIGINAL GRADE
(L
END SECTION
t
t� OVERFLOW OUTL'C
WHEN USED AS CHECK
DAM ONLY
LIGHT RIP RAP OR
n GRADE UNCLASSIFIED STONE AS
DAM FACING
6"
7 77-
GEOTEXTILE FABRIC OVER
DEPTH VARIES: DAM FACE AND ANCHOR
1, MIN.) CRUSHED S OR GE IE INTO CHANNEL WALLS/BOTTOM 0
07;13/05 ® SUBMITTED FOR PERMITAPPROVAL RUH
e CROSS SECTION 10,108/03 A CONCEPTPLANSUBMITTEDTOCLIENT RUH
a
NOTES DATE REV# ISSUED/REVISIONS BY
THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW EROSION CONTROL DETAILS EC1
DRAINAGE ON MODERATE SLOPES, DR AS A CHECK DAM SEDIMENT TRAP IN A
n
DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. WASTEWATER DISPOSAL SYSTEM
N "A" TO BE 2 OR GREATER FOR TEMPORARY EARTH DIKES AND 2.5 DR McCOLLISTER RESIDENCE
GREATER FOR PERMANENT EARTH DIKES, SEELEY ROAD
"B"70 BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIOhT OF ADJOINING QUEENSBURY,NEW YORK
GROUND OR MAXIMUM 18" HIGH.
JARRETT - MARTIN ENGINEERS, PLLC
H.THOMAS JARRETT PROFESSIONAL ENGINEERING
9 \ EARTH DIKE - P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907
�S 4LE; N,T,S, CCa'fPGHT C 27c3 GLENS FALLS,N.Y. FAX:(518)7WI864
aowv conmcsauowrnnevanA
eu,c.fw�swuryAc coro�ou+m m,E OCTOBER 2003 PRO#03-072 SHEET:30F3
C1 ovA,o
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