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89-567 a, BUILDING PERMIT 5, TOWN OF QUEENSBURY ' o No. 89- 7 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to Orders of Friars a OWNER of property located at Brayton road Street,Road or Ave. in the Town of Queensbury,To Construct or place a Sewage Al terati on at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is c/o Sunsoval , Inc. P.O. ,Box 86 Cleverdale, N.Y. 12820 2. CONTRACTOR or BUILDER'S Name -r Sunsoval , Inc. 3. CONTRACTOR or BUILDER'S Address Same 4. ARCHITECT'S Name a 5. ARCHITECT'S Address x C 2 C 6. TYPE of Construction—(Please indicate by X) ( 1 Wood Frame ( 1 Masonry ( )Steel ( ) 7. PLANS and Specifications No. 1200 gal tank, Wisconsin Mound as per plot plan and application 8. Proposed Use Sewage Alteration rr rT $ 35.00 PERMIT FEE PAID —THIS PERMIT EXPIRES KIKMKIX XXX July 18, 19 WA 91 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the rT a town of Queensbury before the expiration date.) Dated at the Town of Queensbury this 18th Day of July 19 89 SIGNED BY : for the Town of Queensbury Building and Zoning -ctor %Yew& o aelidoilfy I1 - -' APPLICATION FOR SEPTIC DISPOSAL PERMIT TOWN OF QUEENSBURY RECEIVED Q JUL 18 1989 DATE July 18 / 89 1 5 BLDG. & CODE DEPT, LOCATION OF PROPERTY FOR INSTALLATION Brayton Road, Cleverdale Owner's Name: Siena College Telephone: 656-9956 Address: c/o Sunsoval, Inc . , P.O. Box 86 , Cleverdale , NY 12820 Installer's Name: Sunsoval, Inc . Telephone: 656-9956 Number of bedrooms (residential only) 4 Total daily flow (compute @ 150 gal per bedroom) 600 Topography: circle one: Flat •ollin_' Steep Slope % of slope See Topo Soil Nature: circle one: and Loam Clay Other / Depth: 2 feet Ground Water: At what depth? N/A feet Bedrock or Impervious Material: At what depth? 0 - 2 feet Percolation test: circle one: not required required / rate 2 0 min. inch. Domestic water supply: circle one: Municipal Well Other Lake IF domestic water supply is a Well: Separation: Watersupply from Septic absorption 160 feet PROPOSED SYSTEM: Septic Tank 1 ,200 gal. (minimum size: 1,000 gal.) Wisconsin Mound (See Plans) TILE FIELD: Each Trench - feet / Total system length - feet SEEPAGE PIT(S): Number of _ - / Size each - feet by - feet Size of stone to be used # _ - / Depth or Thickness _ - feet * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * IMPORTANT ...Please...LIST NEW EQUIPMENT TO BE INSTALLED * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * (over) Section II Septic System Inspections: A. All applications for septic system installation, alteration or repair, as required by the Town of Queensbury Sanitary Sewage Ordinance, shall be submitted to the Building Department at least 24 hours before start of construction and shall include a plot plan showing: 1.) the proposed location of the system 2.) location and distance to lot lines 3.) location and distance to structures 4.) location and distance to any water supply 5.) size and dimensions of all tanks, distribution boxes, tile fields and/or drywells B. No system shall be covered before inspection and approval by the building Inspector. Failure to comply with this requirement may result in the uncovering of the system by the installer and a fine of up to $250.00. C. An approved copy of the plot plan shall be available on the construction site. Failure to produce said plot plan at time of inspection may result in an immediate work stoppage. D. Should unforeseen problems during construction prevent proper installation, alteration or repair of an approved system, a new proposal must be submitted to the Queensbury Building Department before further construction. I have read the regulations above and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Signature of responsible person: Date: July 18, 1989 Town of Queensbury Building and Code Department Bay at Haviland Road Queensbury, New York 12801 (518) 792-5832 SETTLED 1763 . . . HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE down o f Queeniktry fl'•- \/ , BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION NAME (),_'.A Qst 1.Jl t.,pvA. LOCATION' )-- 1A-JA `--VOL 2 c 0 a -e9 DATE c//? / PERMIT NO. '`(3 "-67, SOIL TYPE - Sand - Loam - Clay - Percolation Test Required? YES - NO Percolation rate - Min/Inch TYPE of SYSTEM: Absorption field, total length Length of each trench Depth of trenches " Size of gravel SEEPAGE PITS{Number of) Size- ft. X ft. Gravel size PIPING: Size T pe Bldg. to tank ,/"i Tank to dist. i x 4," G/C. Dist. box to field/•it • 4 Openings sealed? WEB110 NO Partial LOCATION/SEPARATIONS: �-7 Foundation to tank �?C ft. Foundation to absorption 70 ft. Absorption to lot line ,gyp ft. Separation of pits ft. LOCATION OF SYSTEM ON PROPERTY(circle one) Front L Left side - Right side - COMMENTS: „1://tdaP ' r""1"/"."--1 '''11xd l 'Y 0.4.r1-ae.41 ,45.!eirc,4a e//a/.4/-A (' SYSTEM USE APPROVED NO Building Inspector 01/86 and vl 44 14-- FINISHED GRADE COVER W/ 2'-0"E VENT W/ SCREEN ACCESS EXTENSION AS REQUIRED �/ 9 7 98 F9 = 1 E;aSTING GRADE MANHOLE COVER ' -$If ® COVER NGe - / W/ ACCESS EXT. ---, AS REQ'RD 1 . � ASPHALTIC SEAL X EXPLOSION PROOF owr INLET INVERT OF INLET 2" ABOVE JUNCTION BOX NG CHAIN L•�•tE E" < � x \ \ J IINVERT OF OUTLET OUTLET—+- UFO * / \ 1 I / Of i d LIQUID LEVEL I POWER do ALARM SDR--26 FORCE MAIN INSTALL ALARM 4 TO PRESSURE SEWER 1 I X IN HOUSE CAULK JOINT J Q !� CAULK JOINT I 1 a I I 30't 2 a - o w { INLET FROM /o. 0 I ' I ' I I � �sr�.�� I I f SANITARY TEE o I SANITARY TEE SEPTIC TANK �r INFLUENT BAFFEL GATE VALVE � ALARM BALES MAY BE USED INSTEAD OF CHECK VALVE FF ' I ( ► / SANITARY TEE 6» MIN. WALL THK. % :•/ J FOR POURED IN PUMP /o00 GALLON SEANLOS PLACE CONC. SEPTIC TANK / PUMP " QQ �r� SAC QR�S PL27 Ns�ic N SECTION — VIEW 4azvlvlvs A,.'4"- .......................... J 3 SEALED MERCURY 07, Ginvz,0S E�,cLVE.VY/�UMP ll l I / 1 I I I "2C' 'AL' r, FLOAT SWITCHES Ma�L S �/.¢,xauos �,�, � B9 90 IV �Z 93 � q$ 'No 9�, � ' ' ' /f/.P. 70 PM• �'� 7'or� .v �"�'9c I I ; ASPHAUC ' SEAL 1 1 0 mom: - < 1 1 20 MIN. 1 '0 fEPT-C TANX,4M9 EFFLUENT TAN•C INLET I Q OUTLET—�- EFFLUENT PUMP DETAIL W1T#PUMP MAY BE Rfco-CArEo AJ NECEJJAEY TO M1AIWIZE EOC,C fXCAI111T/ON. N.T.S. THE M/N/MUM JE76ACK O/MENJ1aA1JA9E: BU/LO//V6J /O FEET 1 RING BOLTS , NOTE' F PROt'E,cT L/NE f'eo✓/� /f cicGis/�3-2GY2 COff7x cA.—,e, TildPEE �2-3 a : Y /O FEET L�✓�� Gd�ixo� s.✓, SITE' PLAN T Our f�/,�r�t PUMP O ,4Ti4�v Wiv�.v �'"'• LAKE SD FEET r9L<!�M o Cur ' � �'• .9t.+tert /s�'�'i✓.!�-�a. �►- .� � �� ,buy,, � SCALE- I'r=20r PLAN — VIEW trrie,rN, 4 }. , TYPICAL CONCRETE SEPTIC TANK • ` N.T.S. 3; ' A E*PINf*C QUii i»iRL lNtr f0UAD 64'-0" BURNT HILL B�YtON a O ^� p oy � I CIN DATA TOWN OF QUEE NSBuRY "p xA BUILDING DESIGN PLOW _ 4 BEDROOMS X 150 GALLONS/BEDROOM/DAY DISTRIBUTION SYSTEM • ODES DEPT 34'-0' 15'-0' / Pt DESIGN PLOW = 600 GALLONS/PAY USE 30" PERFORATION SPACING REVIEWED BY 0 klwt o USE 1/4" PERFORATIONS DATA � G DSt MOUNDF©R -RHALLOi1 DEPTH ���HEYICI:U BEURCICK USE 1' PVC PIPE o ? OVERALL SLOPE IS 10% r — — ___ _— _ ____=--3 MAXIMUM LATERAL LENGTH = 25 '—� PERCOLATION RATE IS 1"/20 MI�FITBS ACTUAL LENGTH = �_- 0. 5 o — � 3" PVC-SDR26 PIPE y —_ _ — r LGe.�T� M' DEPTH TO BEDROCK IS 24" OR LDS o FROM PUMP g _ USE MEDIUM SAND PILL ACTUAL LENGTH 16.5" APPLICATION RATE = 1 .� 4L./S.F. /DAY 091; PERBORATION SPACING FROM MANIFOLD END TO DI �IIt�N► 116 QUEENSBURY 1" DISTRIBUTION LATERAL BED OF 1/2'-2'(TYPICAL) COARSE AGGREGATE 15" , 45" . 75" , 105" , 135" , 165" > 195" RECEIVED DB8I6ti ABSORtTION AREA - i, LATERAL SPACING - USE 3 LATERALS AT 5" S> ACING o FINISHED GRADE OR TOP OF PAVEMENT _- AREA REQUIRED = � JUL 19 19p�1 IN ALL DISTURBED AREAS. REPLACE 1.2 J ./S.F./DAY MANIFOLD LENGTH = 10' SURFACE TO ORIGINAL CONDITION ARIA REQUIRED = 500i>r. !lANI1rOLD DIAMgTFR = 2" BLDG. $1 CODE DEPT. USE 13' WIDE BED, RBQUIRED PUMP CAPACITY - 70 GPM FOR 1/4" PERFORATION AND 4 BR PUMP CHAMBER - USE 1000 GALLON SEAMLESS SEPTIC TANK \ NOTES: PUMP THE EXCAVATED TRENCH MATERIAL SHALL OVERALL LENGTH (L) = 64' BE DEPOSITED AT THE SIDES OF THE OVERALL WIDTH (W)� 40" TRENCHES AND USED FOR BACKFILL UNLESS DOSING QUANTITY - 150 GAL./DOSE FOR 9 BR NOTES: PLAN VIEWTREH"` EXCAVATION -FILL WITHIN MOUND SHALL BE DECLARED TO BE UNSUITABLE BY THE CHICK BASAL LOAD, A UNIFORM MEDIUM SAND a SEE NO-E ENGINEER. BACKFlWNG IN THE TRENCHES IN EST PIT DATA w WHICH PIPE HAS BEEN LAID SHALL BE BASAL AREA = B X( (A * I ) T (40%50% MEDIUM DEVOID OF STONES LARGER THAN 3" FOR BASAL AREA = 34'i�5 *16) SAND, 0.25mm-0.5mm) Fi�rE�eF11e•Plic DISTRIBUTION z AT LEAST ONE FOOT ABOVE THE TOP OF BASAL AREA = 10 S.F. (Taken by James E. Hutchins, P. l's. , 5/�9/89 LATERAL THE PIPES. UNSUITABLE EXCAVATED MATERIAL -COARSE AGGREGATE WITHIN 18' ABSORPTION AREA SHALL BE FILL " SUCH AS PEAT, MUCK, ROCK, ETC. SHALL USING 30 - BU MIN./IN.,,0BRCOLATION RATE, 0" 6" BROWN-BLACK -TOPSOIL 0 6" 24" BROWN FINE SAND, SOME SILT, SOME CLAY, WITH ROCK I BE REMOVED FROM THE SITE AND REPLACED FRAGMENTS 3/4"-1 1/2- GRADED GRAVEL ro WITH MATERIAL ACCEPTABLE TO THE REQUIRED BASAL ARO = RQL1_SEAL_/DAY__ OR CRUSHED STONE ENGINEER. 0.74 GAL./S.F./DAY 24" ROCK, FRACTURES -THE FORCE MAIN SHALL BE TOPSOIL _ INSTALLED TO DRAIN BACK t ® Z. POCK LI -f#4/_L4V (Z'-,3)/N AREA Of REQUIRED BASAL. ARIA ell S.F. NOTE: DEPTH TO ROCK VARIES TO PUMP CHAMBER �1 `ry I N JE.PT/L TANK AND EFFLUENT PUMP. � 3 _ BLAJT/N6 /!4L[ gE iZEgUIR i BED OF 3/4--1 1/2" COARSE AGGREGATE I PLOWED LAYERJ. ,E.h! 7-/9 89 ADD A&IORPT/ON &D .SE7-MaS I PIPE FROM PUMP / TE.14. 7-/7-89 ADD NOTE -0 �JEPT/G 7AA14 40AER• REY. JEPT/C rAA/K LAYOUT. SAND CUSHION—/ IN ROCK 12' 12' REV.: BY: DATE: NOTE: o. PROPOSED PIPE _ _ SIENA COLLEGE SECTION � �... .. :p k FORCE MAIN TRENCH DETAIL SEPTIC DESIGN .Sre✓EY E A�re_iv�6� le Ale' ' I MORSE ENGINEERING TYPICAL MOUND DETAIL • - �s .��.AL-w y m, a9r� e1z1,6-E .519� LOWER AVE N.T.S. �1/SE-D 'U'✓D Su�f/EY��S. j i TOWN OF QUEENSBURY-WARREN COUNTY-STATE OF NEW YORK QUEENSKRY, N.Y. 12804 r DESNP k *ECKM. SCALE: SHEET / OF DRAWING NO.: J. HUTCHINS R.S. MORSE AS NOTED / SHEETS i ORAMk DAIS PROJECT NO.: J.C.M. 6-26-89 g9-045