Loading...
2009-444 MAP REFERENCE TWICWOOD BY: JOHN B. VAN DUSEN DATED: MAY 18, 1965 LOT 23 LOT 22 S76o58 0p10E 236.83� � M W N WW R t, W�G LITIu77 /00 0 os LOT 32 CELLAR i ryry• ENTRY ORY WOOD FRAMED ASPHALT HOUSE DRIVE O `� AC LOT 23 a �0 AREA Sy 0.65t acres 28,263t sq. ft. O� LV ^ alb N 9p v cc N7g o�3p Yw N LOT 31 LOT 24 1 LOT 30 LANE �� D Date, October 1 t"( 'UNAUTHORIZED LICENSED A"°S URVEYOR To"sw� Scale 1'=30' `V MAP VIOLATION OF A LICENSED 0.S SURVEYORS.OF IS A dap of a Survey made for &Q„ wawTroM of seETror�noo.sue-av�soM�.Er T� NEW YOW STATE EDUCATION LAW" t e V e s 'ONLY COPIES ORIGINAL THENAL ORIGINAL OF SURVEYORS SURVEY MEAL S SHALL AN O SIDERE OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED 70 6E VALID TRUE COMM* CFSURVEY,WAS INDICATED INIEREONAW SIGNIFY THAT - Pace Builders THIS SURVEY WAS PgEPARED IN ACCORDANCE M17H ME Land Surveyors E> �PRACTICE F�LAND ADOPTED BY THE NEW PORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS SAID CERTMATDNS SHALL RUN ONLY TO THE PERSON FOR NNOM THE SURVEY IS PREPARED,AND p{� ON NO BEHALF TO THE TITLE COMPANY.GOVERNM SHE 1 ENTAL { 1 OF I 169 Haviland Road Queensbury, New York 12804 '°AGENCYAGENCYAM LENDING"sT"`17ION LISTED HERECN.AND Town of Queensbury, Warren County, New York THE"�` OF THE LENDING PWPJMK* 1 3108111 PORCH SETBACK DIMENSION pace Builders C2511 (518) 792-8474 New York Lic. No. 50135 NO. DATE DESCRIPTION M. No. 09107 29 .9- -4.2 MAP REFERENCE Iy CD TWICWOOD n CD BY: JOHN B. VAN DUSEN DATED: MAY 18, 1965 fi CD Cn LOT 23 o LOT 22 CM r- 0 0 0 J I n C� rU O 0 0. P S�sa5810o co a� ZE 236.83, w o N IX O d rn RETAINING UTILITIES WAI15 CD LOT 32 O p °s CELLAR ? z w �cy0�� ENTRY 2 5TORY Q f0 � WOOD FRAMED ASPHALT � LOT 23 "aJSE DWVE R' CDAREA 0 0� o 0.65± acres Q , 01 28,263± sq. ft. 0 0 — O N septic tank O dist. box 4 laterals at 40' ro0 -90, v N79-01130 Aw LOT 31 LOT 24 SEWAGE DISPOSAL CONTRACTOR: D PACE BUILDERS LLC 243 RIDGE ST C GLENS FALLS NY 12801 (518) 792-4646 RUCINSKI HALL ARCHITECTURE ADDED AS—BUILT LOCATION OF SEWAGE LOT 30 r`` 627 MAPLE AVENUE DISPOSAL SYSTEM SARATOGA SPRINGS, NY 12866 (518) 580-1905 1 JULY 2010 Datel October 26, 2010 1Ki,A M M ALIM M A0KOW TO A SURVEY. Scale 1i=3U J 1W MIM�LAW SURVEYORS�tS A Map of a Survey made for A , "-� NaAnai of SM1M 14M Sue-%V"z OF I E MEW Yasc STATE EMlCA"LAW- t air COPIMIH M TE aF ME OF TR SURVEY ■L SEX 9 L AM OItlC�MK OF S WID SURVEYORS ■ —. ��ALLK CMMM,OYAS � Pace Builders YRUE -�>�,,,�.��C,,,M MEREdi ,MAT THIS SURVEY WAS PREPARED IM A(�ANCE MflN TIE Land Surveyors °°�`�� FOR`""°�A°°nD BY TIE NEW YORIC STALE ASSOgATA]N OF PROFESSIONAL R I �s>���Y SHEET 1 OF 1 TO,lE �>�11E IS PREPARED.AND ON'"604"To I E ARE~ANY.OONVOWE1TAL 169 Haviland Road Queensbury, New York 12804 '"�"AM`°OM IRSRXXROM IUM`�1D K AM Town of Queensbury, barren County, New York ro THE ASSI�S a BE LDOW 01SWUN * Pace Builders C2511 (518) 792-8474 New York Uc. No. 50135 1 1 1 NO. DATE DESCRIP71ON awc. No. 09107 .a �� ... S1 � �1 �,`1. �� i�'•.`c, \{ _, �,n � L r - 5 ,tom �. o / Z 4 u II t7 r �--�� _ `�"'-�� e � y``�\..•�4 .n ',� i ��, 111` µme'; ` � � � rn rT GV Ir- CD apt ----1_,---. ��/ � t� _� �\ � ��•Y\,�' ���� @ �� t - c. °� �-:� � / � � t`�} , x 'Sa� � '-r` �n �� ��\ ��`ll - •,� \� dX � \ �� � +n t>w._ � `� R`� � •t`" t- L: t � - � 1 • 4 �,,'#\•'�•.ra\ Uy �� mod: Y 1�!' /" �� /.� �, J{ � � � \e. 'M1 #\� V — ,1 �� 'J y� i -J ^J' R Grp LL \�� _ to �`. '`'ter .$�•ac t',; 1 �' \_ �, �• t:�% - 11 57 ,`-t, �� � ^_--�'"'" � ~n �� � ! �" .ice•?�' ..,� � °� � � -- �`'�_ `' � _ . _ t t I ski �✓ 3 �_ J �� �� / .flla0��- f 1 A !' ' ".��`;+t j .�. ,/1 s 7- •-� E--- c�1 _ .•_�._�' '� _� ty�� .-aR \ �q .him/ .�}r:.sue _ �,.I � ,,^,• '�' ��Ej.•y., *�� � L .fir•• r,J � O _ +k �'/ f t i ' �� t t r - •�� d✓ ii t t'z00 �• - _ 51 wi j , IS, �. ? �Z/ L 7 'L-Fs t • •� c^'' '?',�J � y�� �'�U ``�+/- ofy' � ` y �,-..�r'� � ' -- / — ... _ .».- v c> b c: •t't - __- �_; _`�E ,-r�dv.��-�'�#r 1�---'�' �... � .; - r '�,`, a. %\� 9�t C.- �, °,� \ - v - 77 wot L7 t`� >l\ite �r ++- 'vl �s Gov V r ,t�- lio f - r � ^a1 n+ L !� � t ° l "�Y � ,b i �,• \�' i � � ��• \ 'C�i ��\ �\� tit `` . •-+ Nil( T r � ` � r N<z, -78 ip zov" ol PF -2- �k 4,2 00 15 V 4;11 19 , L P, X �' \ , js :ej e- '7 ;I PY G RD P LA N N j, BID; QUEEENSBURY TOMN OF NAME oF 5USDIvIslot TWjCWC) r V.C• L, p,-T Y-1 0 CU o n 0 PERCOLATION TEST RESULTS TEST PIT DATA Z3 PERC. TEST WAS PERFORMED BY ETHAN P. HALL - R.H.A. LEST PIT PERFORMED BY ETHAN P. HALL - R.H.A. fi WITNESSED BY LAWERNCE HILL - VISION ENGINEERING WITNESSED BY LAWERNCE HILL - VISION ENGINEERING SEPT. 2009 co TEST PIT INFO (LOT 23) 0- 7 inches topsoil GENERAL NOTES r 7-26 inches red brown sand some loam o / LOT NUMBER DEPTH STABILIZED RESULT 26-54 inches med brown sand INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM a in inches per one inch drop 54-72 inches light brown sand A SURVEY DRAWING PREPARED BY JOHN B. VAN DUSEN o 23 21 1. 17 roots to 30" No. DESCRIPTION DATE � z / no ground water or mottling Ln �y USE 1-5 MIN SOIL APP. RATE SEPTIC SYSTEM DESIGN REVISIONS / DESIGN FLOW - NEW 3 BEDROOM HOUSE WITH NEW STANDARD WATER v / SAVING FIXTURES AT 110 gpd PER BEDROOM = 330 gpd LEGEND 0 W o n SEPTIC TANK - 1,250 gal TANK REQUIRED (IN RESIDENCES WHERE A — -- -- --— PROPERTY LINE O >- ` 0 t10 GARBAGE DISPOSAL IS TO BE INSTALLED AN ADDITIONAL 250 gal. OF 9 z - CAPACITY WILL BE PROVIDED IN THE SEPTIC TANK AND A GAS COLLECTION ---------------------- PROPERTY LINE SETBACKS ~ ��z , BAFFLE ARE TO BE APPROVED) V z CD ----------330---------- EXISTING CONTOURS W N Uj W ABSORPTION FIELD - 1 to 5 MIN. PERC. RATE - APPLICATION RATE �"" Uj a Z v `� 1.2 gal/day/sq. ft. - 330 gpd DIVIDED BY 1.2 gal/day/sq. ft. = 330 NEW CONTOURS = '- W o D 275 sq. ft. OF TRENCH REQ'D. AT 2' WIDTH PER LATERAL USE 4 LATERALS (� a (n AT 40' = 320 sq. ft. OF APPLICATION AREA. E -E ---E -E UNDERGROUND ELECTRIC SERVICE o X o z0 w 61j o ss —ss ss ss SANITARY SEWER J a F o C) w —w w w WATER SERVICE a o a E/P EDGE OF PAVEMENT _ � _ a> �I a o F Z� /' _y 8 �0'"i i i z a o �n F ° aai - r W W W to >l-W i J ,� .' -_7;'_` ' ,� N / ;��i // i ' i '/ i /// /''�•__ �r LIMITS OF WORK IS TO BE AS SHOWN & DISTURBANCE // 2 , ,' , / , e --L E r •L� _ , TOTAL AREA = 15 000 SFf 0_0„ / , r / -�-- / ► -��1 , NOTED AND IN ACCORDANCE ,'ell i f� / / / / E / / J E E f ` Rp � / � , � % / E �... `�`, WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY _ PRACTICES. /` ,.' �, / /i ` i i , ' ,i• _/ / i APPROXIMATE / / r , , / / // OF /} E E 1�.E E EXISTING N SW. RETAINII�TG�111tA1•L / , / ' ' , I // AND TRANS. AS REQUIRED / "J / // ,/ / j ; o / /' ,' J + / ' / ' ' / , /' i /� INFILTRAJON SWALE .' l AREA OF, SWALE 2 SF AVERAGE; DEPTU-18 TO PROVIDE r:- FINISHED RbOR 0,460�} 45a .5 ::.z::'. , / , p' ,� , r 322 CF iJFORMWATER o ' ' ' • / / ! / W/® / / / / / / r / / ! i i / /' // / :•, ' / / / ' / J / r / , ,. , / , RETAINAPE. HYDROSEED EN E O Ar •/ ' / tc,� / / I i/ ' , 7z, / , ; �J ,/ ; ; ; ; ; SWALE�EA TO PROVIDE ST BIUZA �� ►�.� / / ' EAVE TRENCH / / :.?; ' ! ,' i i / '� ' I / / NNE OFAL ILr AS SOON AS POSSIBLE / / FOR ROOF DRAIN E / i i J' i i/ ` /J' N G�2ADING. r� 0 / : l SEE DETAIL,'ON / / ' ' ' ' / , S'ItPS 70( BE / G / ' , ./ r � N THIS DWG,' J . /rr /� i / /i r / r /, 41- " ,/ �o i r / / , ! / / / , �A RMID�ADEBY / RIP - / O / O LINE OF SILT FENCE Z ALONG DOt'rVNHILL SLOPE / AT LIMITS OF DISTURBANCE J FOR DURATION OF / Q� , Cd wJ / �� , CONSTRUCTION 4� � ' !� J j'S PTIC// ANK , / / / i ,'' ; , i \ y i �' ' zs TILE FIELD LOCATION /'��_,,````/ T� /' � � i / l' �''� i � i '� r• � ,/ T/�� , I (4 LATERALS 40 DIST.,'BO / r ,/ / ' r ► TEST PIT AND PERC. ' ,/ + I ► PAVED DRI WAY ^, I r r ( TEST PROPOSED , v / , , / / ,' / I I I (MAXIMUIRADE 10% `+/ r ► LOCATIQY4 / , / , , , , , / , / , I I I ) d M /' /` ; r + I 1 • I FOR (�E'W DRIVEWAY . / / I CIA / ► + T'- r I ► +` ! 'i ' , / l /' , / r I I i INFILTRATION SWALE y , ' r 'r--___ I I -- , ,/ y, ' ,f ,/ +l /' i i i i/ ► 1 AREA OF SWALE 285 SF , I r I - _ r 1 I / , <, / , , / , , r ► / I r i .M+ AVERAGE DEPTH 12 TO PROVIDE / , It �� 285 CF OF STORMWATER 2p_-•0" ► / / , / r / + I v ' i I 1 1. RETAINAGE. HYDROSEED ENTIRE S'Df SWALE AREA TO PROVIDE STABIUZA11ON , OF SOIL AS SOON AS POSSIBLE AFTER FINAL GRADING. r _ Aj - I I LIMITS OF ' O ' '_ ``'_-_i i i DISTURBANCE TOTAL AREA = 1�,000 SFt vv- OD 30 2'-0" MIN. F. i �,9p' RUN OF THE ; `_ `""- �` `� ` � � \` � \` STORMWATER CALCULATIONS CRUSHER STONE �� / , ACAD\PACE\T1MC\CONST\C-1 EDGE OF BLDG. � ` r_ \ 1 \ BUILDING ROOF AREA - 1.040 SF ALL CAD ILE NAME \ \ \ i \ / / SCALE 1 0=10'-0" FOUNDATION \\ ` \ \ % � _ � `�\\ � TOPSOIL o:.o'. 0-0 \ \ STORMWATER CREATED - 1,040 SF x 1.5 GALLONS\SF = 1,560 GALLONS ' J 208 CF DRAWN BY 131 �� fir, ' o.'.o O.o.O. o'. o:_o'� Q Tl oO.o .�.o.0 0�°°00 °. O __ _ Q 0o. �:o6 you-Q. s`S / , = PARKING & DRIVEWAY — 1.380 SF ALL DRIVES DRAWING TITLE o: o -° o: I ALL LARGE MATURE GROWTH / FILTER FABRIC o'O o o:° ° °. o:.o'a TREES ALONG LIMITS OF DISTURBANCE r 4S STORMWATER CREATED - 1,380 SF x 1.5 GALLONS SF = 2,070 GALLONS ° ° ° ° TO BE LEFT. NO GRADING BENEATH LINE OF SILT FENCE r o: o o:°-: ° °� ° °- -P.-.� ° ° o. ALONG DOWNHILL SLOPE , 0. OR 276 CF PROPOSED BACKFILL o'Oo� o:°-� 0. ? THE DRIP LINE OF THE CANOPY TO BE PERFORMED FOR EXISTING TREES TO REMAIN. (TYP.) AT LIMITS OF I ' STORMWATER FROM BACK ROOF AREA TO BE CONTAINED IN EAVE TRENCH FOR SITE DISTURBANCE r ' PERCOLATION INTO SOIL TRENCH TO BE 2' WIDE x 2' DEEP WITH CRUSHED STONE FOR DURATION OF I AND FILTER FABRIC FOR ENTIRE LENGTH OF BUILDING TO PROVIDE 152 CF OF PLAN CONSTRUCTION I r 1 STORAGE FOR BACK HALF OF BUILDING ROOF. I I STORMWATER FROM FRONT HALF OF ROOF AND DRIVEWAY do WALKS TO BE GRADED TO RETENTION SWALES INDICATED AT FRONT OF LOT. TOTAL CAPACITY OF SWALES TYPICAL EAVE TRENCH DETAIL I ' ; TO BE 607 CF DRAWING No. NTS I ' C_1 py CD 0 PERCOLATION TEST RESULTS TEST PIT DATA TEST PIT PERFORMED BY ETHAN P. HALL - R.H.A. ' PERC. TEST WAS PERFORMED BY ETHAN P. HALL - R.H.A. WITNESSED BY LAWERNCE HILL - VISION ENGINEERING SEPT. 2009 WITNESSED BY LAWERNCE HILL - VISION ENGINEERING ST PIT 7 InchesOtopLsoil OT 23) 0- GENERAL NOTE S f 564 inches med brown sand LOT NUMBER DEPTH STABILIZED RESULT 2 - inches red brown sand some loam INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROMCD in inches per one inch tih d A SURVEY DRAWING PREPARED BY JOHN B. VAN DUSEN / 54-72 inches light brown sand /` roots to 30" 23 21 1: 17 o no ground water or mottling No. DESCRIPTION I DATE o USE 1-5 MIN SOIL APP. RATE SEPTIC SYSTEM DESIGNCD REVISIONS ' DESIGN FLOW - NEW 3 BEDROOM HOUSE WITH NEW STANDARD WATER c� SAVING FIXTURES AT 110 gpd PER BEDROOM = 330 gpd W o / LEGEND `° O n O SEPTIC TANK - 1,250 gal TANK REQUIRED (IN RESIDENCES WHERE A — -- -- --— PROPERTY LINE O N r 3 `� Ike GARBAGE DISPOSAL IS TO BE INSTALLED AN ADDITIONAL 250 gal. OF NOTICE: CAPACITY WILL BE PROVIDED IN THE SEPTIC TANK AND A GAS COLLECTION ---------------------- PROPERTY LINE SETBACKS ~ _ z BAFFLE ARE TO BE APPROVED) V ZCn ` Smoke detectors are required in bedrooms, ----------330---------- EXISTING CONTOURS W W adjacent to bedrooms and on each floor ABSORPTION FIELD - 1 to 5 MIN. PERC. RATE - APPLICATION RATE �_ w 0) = o level including cellar or basement. a- Z 8 1.2 gal/day/sq. ft. - 330 gpd DIVIDED BY 1.2 gal/day/sq. ft. = 330 NEW CONTOURS = All oke detectors& carbon monoxide Z �! d ors shall be Interconnnected with 275 sq. ft. OF TRENCH REQ D. AT 2 WIDTH PER LATERAL. USE 4 LATERALS V 4 Z)( W ,b an backup and located on all levels. AT 40' = 320 sq. ft. OF APPLICATION AREA. E -E -E -E UNDERGROUND ELECTRIC SERVICE (Y p o Can monoxide detectLt- �ro ro Zqutred �C 3 0 r�bo outwe sleeping areas8 on ail levels. �� Q) —ss —� � SANITARY SEWER ( F o rNJ 0 w w —w —w WATER SERVICE Q c N � o E/P EDGE OF PAVEMENT Ir- m Z ,o v c o F- 20 ice/ v a 5=°0� i BY A BE COVERED NOTICE:WME L. :Dz z a o �� / W 23 is�INU BARRIER Smoke detectors are required in bedrooms, (� v J �'`� -s•83' ; a adjacent to bedrooms and on each floor o o ° o u v - / , level including cellar or basement. r ^ x o�/ +• cv v o v E = ' All smoke detectors S carbon monoxide M w cn to >IL w detectors shall be Interconnnected with 0) ; i i ' battery backup and located on all levels. , ,� / Carbon monoxide detectors are required WORK IS TO BE AS SHOWN & Ile outside� `� _ /�� / /E _E -�E _E `E E ; p �__` outside sleeping areas and on all levels. NOTED AND IN ACCORDANCE ° SIDE BAR i/ �� / i MUST BE '�_ WITH MANUFACTURER'S _/'� D cETeACK i �. i COVERE�� -�'--�` 0 RECOMMENDATIONS, TRADE �ARRI�I�E ` '-� �°` RECOMASSOCASSOCMENDATIONS ATION PUBLISHED SISAND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTIC RA APPROXIMATE . TOWN OF QUEENSBURY BUILDING DEPARTMENT t LOCATION OF Based on our limited examination, F E ,E ,___ E EXISTING SW. - compliance with our comments shall I AND TRANS. not&f-00%kuec_1 as indicating the plans and specificatio�are-in full I ,• compliance with the Building�od�of New York State. q hp Q.V. // / , / 1 /b/ ' "� ' ,/ 461.5' FINISHED FLOOR /464 FINISHE� GARAGE / j �' FLOOR,® 455 / RETAINING WALL o /' ,' / ' AS REQUIRED / O i NO :/ ./ ' : ' / STEPS TO BE / / / DETERMINED BY FINAL GRADE Cd `W . � WN SEPTIC TANK ►I /i / i TILE FIELD LOCATION � ��� �DIST. BOX (4 LATERALS ® 40) U Q ,� �1 /� i �l �► TEST PIT AND PERC. i ,/ © Q� •� '/' ► TEST PROPOSED / i / / . 50 i / ,/ ► /j i 1 LOCATION �' �/ j , ; k j ' / d ^ M / / 1 ► , , / ► /, N d. AJ , I i j I i i_ 2�-�_SIDE 1 � / // / i � % i •`�' i /' I I - ' / P I o / / ' ''�- ` / Co ' o 4N. - -- IN 79. y ��� `� `� ,/ Pace Builders BP 2009-444 V 13p--W 17 Lot 23, House No. 26 Cedarwood Drive �70�1 `—?gO. Twicwood Subdivision oSFD, 2-car aft. garage, 1 gas fp CAD FILE NAME _ ACAD\PACE\TWIC\CONST\C-1 Ul !j � SCALE O DRAWN BY \`. \ ► / ti' m3 DRAWING TITLE 1 PROPOSED s° ' / ' SITE PLAN ' 1 I I I I ` I ' I1 DRAWING No. � C- 1 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 CITY 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. RECOMMEND ALL ACCESS CONCRETE OR STONE SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED APPROXIMATE � CLEANOUT OPENINGS MARKER ABOVE ALL GRAVEL FINISH GRADE BE RAISED TO 6 BELOW BURIED COVERS No. DESCRIPTION DATE FINISH GRADE. D RECOMMENDED. � ,�0 SEPTIC TANK TO HAVE SCH 40 PVC T" AT INLET AND OUTLET. REVISIONS - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE uj - OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE 3" AIR SPACE ABOVE "T'" TO TOP OF TANK INLET BAFFLE 12" IN. OVER OVER � W ALL S C RES NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE N a #1 DISTRIBUTION BOX CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER O 3 f3- BY ORT MILLER ORSOFTENER OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. DMI PELIQUID LEVEL TO TILE EQUAL z —� FROM SEP11C--- 4" PVC THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A W Z a 1/4" PER FOOT FIELD TANK :QQ CLASSIFIED BODY OF WATER, aMIN. SLOPEW1/8" PER FOOT SEPTIC TANK Wcn :3 o ALL OUTLET INVERTS HOUSE TO SEPTIC TANK: 4*0 PVC SCHEDULE 40 WITH TIGHT JOINTS MINIMUM = � Z o INLET & OUTLET TO BE SET AT �, " zoo BY FORT MILLER OR iJ SLOPE 1/4 PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4 0 PVC SDR 26 U EQUAL BAFFLES PEA EXACTLY THE SAME WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: ir w Z a GRAVEL ELEVATION. 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1 16" PER FOOT, CAP ALL ENDS. <C 3 o o (USE OF SPEED LEVELERS / Z g ENCOURAGED) J m p0 FILL MATERIAL TO BE CLEAN SANDY LOAM WITH A PERCOLATION RATE OF J Y a0 E E w 0� j M to BETWEEN 10 AND 15 MIN FOR 1% (WHERE REQUIRED) <( N O U 0 C '_' U Boa .0 ON OWp DISTRIBUTION BOX X THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO cr__ a�Z o o �` .-'n o a 0 a MUM 2x WIDTH - - FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK Y v ° 2 v1 o �'' g W MAXIMUM 4x WIDTH N.T.S. `_ ° o _ MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO v ` a' c �to 5 zn z THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO lu+: to 00 00 c° a o a PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL Z a o z 6 ° � N z PROVIDE 3" SAND OR-- °°o°�p°O° SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY V a THE SEPTIC TANK. v v o - o PEA GRAVEL UNDER TANK o� N v` 'o o E THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR w w to(n >w w SEPTIC TANK THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS N.T.S. MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF HEALTH AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND WORK IS TO BE AS SHOWN & SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE NOTED AND IN ACCORDANCE 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK EXPANSION OR REPLACEMENT. WITH MANUFACTURER'S STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE NO GARBAGE GRINDERS ALLOWED UNLESS INSTALLED IN INITIAL CONSTRUCTION OF RECOMMENDATIONS, TRADE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. THE HOME AND THE SEPTIC TANK SIZE IS INCREASED BY A MINIMUM OF 250 ASSOCIATION PUBLISHED GALLONS. RECOMMENDATIONS AND 2. STRUCTURES TO BE PLACED ON FIRM. COMPACT SAND OR GENERALLY ACCEPTED LOCAL GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: CONSTRUCTION INDUSTRY ARE UNSUITABLE, CRUSHED STONE SHALL TI PLACED AS LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW PRACTICES. NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. 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 WITHIN 3" OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY CHAMBER IN MULA-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. WHEN SEPTIC TANK IS PUMPED, THE. SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER O CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. 44 CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. � 1-4 O 2'-0" 4'-O" 2'-0" 15% MAXIMUM ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A � � u CROSS SLOPE DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR O z ON SLOPED SITES DISINFECTED AFTER BEING PUMPED OUT. OVERFILL TO ALLOW FOR SETTLEMENT SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES ARE UNNECESSARY FOR THE PROPER OPERATION OF HOUSEHOLD SYSTEMS AND MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED v� INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. cd DO NOT DISPOSE OF EXCESS HOUSEHOLD GREASE OR FAT INTO THE SEPTIC <v w SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF HOUSEHOLD CHEMICALS o EAR UNTREATED BUILDING PAPER, OR CLEANERS INTO SINKS OR TOILETS. O/ O OR GEOTEXTILE. 2" MIN. 0 � WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC 4" PERFORATED SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE MM V _z LATERAL REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN. •� F� ., NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF A V) �yo �0, N THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. ono O�oo 3/4" TO 1 1/2" _ FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN- 0 to i CRUSHED STONE OFF AWAY FROM O � .� 6'-0' THE ABSORPTION FIELD. f-1 M d. MAXIMUM SEASONAL HIGH—_ U N GROUNDWATER ELEVATION M STANDARD ABSORPTION TRENCH SECTION N N.T.S. 0 �e BARRIER MATERIAL ®� z" MAX. �V Oil I 1111= - D 2" MIN. O O�po Go SLOPE p 6" MIN. CAD FILE NAME n00 * ACAD\PACE\TWIC\C0NST\C-1 6" 4CbU�' 0�\_4" PERFORATED PVC LATERAL, O?70A'N SCALE1"=10'-O" SLOPE 1/16"-1/32" PER FT. NOTES: DRAWN BY 1. END OF ALL DISTRIBUTOR PIPES MUST BE DRAWING TITLE PLUGGED UNLESS INTERCONNECTED. 2. ALL LATERALS TO BE OF EQUAL LENGTH. SEPTIC STANDARD ABSORPTION TRENCH PROFILE DETAILS N.T.S. DRAWING No. i C- 2