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SEP-000660-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000660-2017 Tax Map No: 290.-1-15 Permission is hereby granted to: John Webster For property located at: 280 CHESTNUT RIDGE 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 Owner Name: Sheryl Webster Septic Disposal-Residential $0.00 Owner Address: 276 CHESTNUT RIDGE RD Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Rick McGuire 65 Buttermilk Falls RD Fort Ann,NY 12827 Plans&Specifications Residential Septic Alteration-new drainage field only $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,November 7,2018 (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 esd . o in 2017 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement i TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000660-2017 Tax Map No: 290.-1-15 Permission is hereby granted to: John Webster For property located at: 280 CHESTNUT RIDGE 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 Tvce of Construction Owner Name: Sheryl Webster Septic Disposal-Residential $0.00 Owner Address: 276 CHESTNUT RIDGE RD Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Rick McGuire 65 Buttermilk Falls RD Fort Ann,NY 12827 Plans&Specifications Residential Septic Alteration-new drainage field only $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,November 7,2018 (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 ofueensbu n �ttesd y, 0 m ,2017 SIGNED BY: ('WfkT'/ for the Town of Queensbury. Director of Building&Code Enforcement J! SEPTIC DISPOSAL PERMIT APPLICATION Office Use Oniv 742 Bay Road,Queensbury,MY 120804 ham"t(tircenihurY P:518-761-8256 'ATMAI.queensbury.net. Permit#: 7 Tax Map ID#. '2_11,C-), - [ — 15 Permit Fee: $ Invoice#:;Z 3 Project Location. '$F'o 0 ' — �a _ Septic Variance? Yes N o lis fZ u — I Primary Owner(s) TCDzAv,3 c'-x -i 'S ure-,ei— --S Q Mailing Address Phone & Email Installer/Builder MAGIRACEVAVqf FF) n Mailing Address Q,'b MBAl•74f 6:­'Try eri-41^30 Phone & Email1201�1 re) 7 11--SVc.a. RICK, 01CCyz-tfU VFYCwer'P� Engineer P41W RP-ur-r 40-%n, NY I.Li-J'-7 WCl W!Z \ar- wUr-tN,-8UR' Mailing Address 'i2o0 MUNITY DEVE")PME Phone & Email S18 7% - 23W Contact Person for Building&Code Compliance: ayv-% -y-4XbrZ:ky Phone: b)?) - '4At>-1010 RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom --=total daily flow Garbage Grinder Yes No 1980 or older Installed? (circle one) 1981-1991 Spa or Hot Tub Yes No Installed? (circle one) 1992-Present PARCEL INFORMATION: Topography Flat Rolling Steep Slope %Slope Soil Nature Sand Loam Clay Other Groundwater At what depth? Bedrock/Impervious material At what depth? Domestic Water Supply —Municipal ell (if well, water supply from any septic system absorption is_ft.) Percolation Test Rate: i'lic .aper minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTKUCTION: Tank size I gallons (min. size 1,000 gallns, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone To length ft.; Each Trench ft. Seepage Pit with#3 stone Hol, many: ; Size: �Lf;-F-Q �,�7' Alternative System Be] orother type: !M' Uv�011E le-D `_J-75 Holding Tank System To-.al required capacity? tank size _;#of tanks NOTES. 1.Alarm system &associated electrical work must be inspected by a Town approved electrical inspection agency; 2.We will no longer allow systems to be co ered until such time as an as-built plan is received andapproved. The installed system must match the septic layout on file—no exceptions. Declaration:Any permit or approval granted which is based upon or is granted in reliance upon any material representation 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 and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. qZF.-- Li�A 651E r llzti Por/--T s OQ --"t K-) K 00 LAJ�"F'5-1 - 2 -7 PRINT NAME: DATE: to _c_�, kSIGNATURE: ANDATE: (C-) Town of Queensbury Building&Code Enforcement Revised February 2017 (a SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only 742 Bay Road,Queensbury,NY 12804 -C /_ r.n,n P:518-761-8256 ::d,Lun n:M,,. !J(� �P�/J65 070 17 www.gueensbury.net Permit#' oc Tax Map iD#: S c7. l - l5 Permit Fee: $ , Invoice#:2 3 SO Project Location:_��`O �'Ua"s 4�C ?d j�C a'b_ Septic Variance? Yes `ll� No Primary Owner(s) 3o J 2' 10 Mailing Address Cue i I Phone & Email S n Installer/Builder _ NIAcr&LCZ Mailing Address L 6_ ( Q ,s t/ 11EA Tv[ rrt� �H, Phone & Email Z tar•6 sa 2. cGr tQt 1F_"NrcW4Vk6 201 Engineer To •I r nn, �( (,LP.,7 Mailing AddressCOWucr-W,BUR' MMUNITY DEVEL PME Phone & Email ,Sjg -2% - 2SiY-" Contact Person for Building&Code Compliance: Phone: 51 b - �44tb-)Oq0 RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes dN 1980 or older Installed? (circle one) 1981-1991 Spa or Hot Tub Yes Installed? (circle one) 1992-Present Q jib 22U PARCEL INFORMATION: Topography Flat Rolling _Steep Slope %Slope Soil Nature Sand Loam _Clay _Other Groundwater At what depth? Bedrock/Impervious material At what depth? Domestic Water Supply —Municipal ell (if well, water supply from any septic system absorption is_ft.) Percolation Test Rate: " to,,-per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONST UCTION: Tank size { 111 gallons(min. size 1,000 gallc ns, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone To al length ft.; Each Trench ft. Seepage Pit with#3 stone How many: Size: ct.4EN MA. Alternative System Be I or other type: orf icD cj-,75 Holding Tank System To al required capacity? ;tank size ;#of tanks NOTES: 1. Alarm system &associated electrical work must be inspected by a Town approved electrical mspecti n agency; 2.We will no longer allow systems to be cov red until such time as an as-built plan is received and proved. The installed system must match the septic layout oil file-no exceptions. Declaration:Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or dircurnstance known by or on behalf of an applicant,shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. 1b 2ZVLL�(i"e , ®tN�/�� t♦zll� �p(L�t � -"�N tK�Ala '' Uu�'Y PRINT NAME: T0,4Q Com. LAJ��3',J iI V �SQ- DATE: liO - 2-n - SIGNATURE:_1Q\Q DATE: lU 2-c-J - 2rJl-7 Town of Queensbury Building&Code Enforcement Revised February 2017 - _ _-__. _ - _ , , .-.. _ --- _ - _ _ .- �'�' ` , -,.� , I j . - \k.y. E'> . i, ) - , -t . - 4x,} I;, J . $(p ,r l^�yM,,Gi)� �� .� 1. ti 1 _ RECOMMEND ALL ACCESS Z Z Z w SC I; S DATA I,, & CLEANOUT OPENINGS f' ACCESS HATCH I 1 APPROXIMATE BE'RAISED TO 6" BELOW - CONCRETE OR STONE p FlNISHEL► i ...FINISH GRADE MARKER ABOVE ALL _ U U I C ��q L GRAADDE �i i,'. FINISH GRADE. BURRIED COVERS U - C 19N IL--, PIT & PERCOLATION TEST RECOMMENDED. r I, . Z X . I' 1. Z w w r ' • ,ti { y, ;. , , ,; 80� 9 7" LOAMY FINE SAND E; { a i i O 9 Z Ci I ' v�ON �7 54" LOAMY SAND, FIRM ® 29" i U 0: . '`; f 0\5/�\G�PN� MO NG OBSERVED AT 29" r' n -, - INLET BAFFLE 12" MIN. COVER OVER t� 1. -SIJBMERSiB . . u, I 1, . I " ['/" '(\ . - „ 1 ALL STRUCTURES I,-/ i W W w "'i PUMP OR STA3I.IZED PERCOLATION RATE (IN UPPER LAYER) - 1 IN 10 MINUTES 04 SECONDS t I Q ' PVC TO 1 n 1 DISTRIBUTION BOX W Q q U- ' 4 TES f'PIT BY CHARLES MAINE, SOIL SCIENTIST JUNE 11,2006 . . c 3 '".. f 'FROM BY FORT MILLER OR p PUMP STA. EQUAL) 2 w w w 1- AIN PER..OLATION TEST BY NACE E GINEERING P.C. OCTOBER 16,2006 3' I.. PUMP STA. ALARM «� . N ggLL ,�% / , � s s Z) . A BA STATION �' � ' `' i` fr , Iuj co ;: . TO PUMP S,. k,. L .UID LEVEL r`` > N PUMP ON —WEEP HOLE MIN. SLOPE -- 11 ...... 1/4" PER FOOT F I ,. �f� Q G� O O o p . in CHECK VAL f „ . ,_ .,_.. ..< _, , -- _ ' t ' � °�, I � ,, rn r\ PUMPS OFF.'.'. ° ° \ \ \ \ w 8 �' 1 � / to ,�,��Od°Oo° ALL OUTLET INVERTS N N N Q �.... '. , j _, _. / MIN. SLOPE oo�"o�oo °� _ c!' = PERF ° TX EXACTLY N 0 14 . • ,- I � .) , . - ) I -p 1000 GAL. SEPTIC TANK 1/8 OOT PEA ►i N ,: . . •� 4 � � � � �� TO BE' �� -� f1. i ,BY FORT MILLER OR �- ELEVATION. SAME o 0 o I • • CONCRETE ;, .,. ;,,.. GRAVEL 1, TROWEL. FlNISHED ` • �`i-, (`. , EQUAL USE OF SPEED LEVELERS O -0" I.D. PRECAST CONCRETE I :; p , s,. I �i , INLET & ouTLEr DISTRIBUTION BOX 4 EFFLUENT PUMP i _€ +f `S s,: 1 „� i a BAFFLES " N.T.S. ENCOURAGED) N Q Z MANHOLE WITH INTEGRAL BASE MRC RY OAT o f AND FLAT SLAB TOP. ST (USE SEWAGE PUMP 5 00 �' WEIGHT P NG HTO ; , f N6g�2 �, �, MANUFACTURED BY FORT MILLER •) IF PUM I I ,,F3< � B ,,.. AS MANUF OR EQUIVALENT - — OF DISPOSAL FIELDS r SEPTIC TANK) ' ( INSTALLATION a , NO LADDER RUNGS) a,. :.,< 1/ � -1.1 . , o 6 e off, * 3 ��/ 1 : . . tp r ♦ ,, " 1 14 ,�yO U� I " "` MINIMUM 2x WIDTH I 1, CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, ' _ EFFLUENT PUMP STATION Y o . o�,Og I MAXIMUMx WIDTH ' AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. =z gig : NOT TO SCALA "1 =u-: =� �6 �p2' i - -" DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND _�" V,_ (�,� p ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND :�y, 1,41 ? 1, PUMP TO BE EFFLUENT PUMP RATED AT A MINIMUM OF 20 GPM ��✓ � I,� � TO BE 1 3 HP GOULDS I. CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. ���'As fyr �� AT 15 FEET TOTAL DYNAMIC HEAD. PUMP / qQ�, / i p U0000 . ��"� tGp MODEL 3885WE03L OR EQUAL. 1 j," �/ PROVIDE 3" SAND OR �o�OO - .`,*.� 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS *ii,,��t, SLI I 2. IF PUMPING. INTO SEPTIC TANK, PUMP TO BE RATED FOR RAW SEWAGE. 9h �/� `TOTAL PARCEL AREAS / PEA GRAVEL UNDER TANK SEPTIC TANK ;`, OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. rl64411 a�a , PUMP TO BE 1/2 HP GOULDS MODEL 3886WS05 OR EQUAL. ' 1_ � / 145,280.84 s ft, / I N.T.S. I ' i{ 3. AFTER EXCAVATION OF 4' WIDE TRENCH. TO THE DEPTHS REQUIRED, / / 3. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. / f 6 '�i F ',/;�o� 1.04 ages LANDS N/F OF S P TI C TANK S AUDIBLE AND VISIBLE ALARM TO BE ACTIVATED BY ALARM FLOAT • �. .E i t / GRASSO 1' _ THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED = 40 GALLONS 4 GALLONS PER ELJEN UNIT Aa PER MANUFACTURER) . i ,,V / / DEL. hEgTED WETLAND AREA AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN 3. PUMP CYCLE VOLUME � t�( j` o��. SMEARED SECTIONS OF TRENCH. ('��. (�, f / 9 1 f / WIT�3N ,PARCEL BOUNDXIES I' 1, ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK N I, V y' / f % ;93" i ' 323.30 s t. STATE .DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE 4. PLACEMENT OF CONCRETE SAND IN-DRAIN UNITS, PERFORATED PIPE, l i q As MANUFACTURED BY FORT MILLER OR EQUIVALENT.. AND GEO TEXTILE SHALL BE AS SHOWN AND IN ACCORDANCE WITH / .%! ,: f / 2. AL,� STR.UCTURES_TO BE PLACED,ON FIRM, COMPACT SAND OR ELJEN IN-DRAIN D`5ltyli M'AIziUJ�L AND NYSDOH APPROVAL CONDITIONS,. I / / ,' ,/ f I GRAVEL FOUNDATION. WHEREVER. EXISTING FOUNDATION CONDITIONS 10' 1 / /,/ // / / Io f ; ARE UNSUITABLE; CRUSHED_.STONE SHALL BE PLACED'AS 5. THE PIPE AND IN-GRAIN UNITS SHOULD BE LAID AT THE GRADES CO � p /_ / / " / / / � NECESSARY T0.ACHIEVE A STABLE'FOUNDATION. AND TO THE RELATIONSHIPS SHOWN ON THIS DRAWING, .MAINTAINING t1'i � I °�o / / / I / / / J' ARING PROPERTY LINE - 3 SI; STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED w „PT1C;.rTANICS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY Q �ti o� o;f./ '. ' l N•/ �I �/ PROPOSED C(?NSTRUC110N DESIGNED FOR H-20 WHEEL LOADING. JOINTS OR OTHER UNSUITABLE CONDITIONS, THE PIPE SHALL BE LAID ii 4t W .�:.'., ;/' i \o°s j0 ' / LIMITS , I1 . N WITH THE HOLES DOWN IN ALL CASES. O o o ? o / r�© 1 N �� / •':;1, :e / �°' /� / / ? [[[ 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL (1) .1-4 1 OA, '': ' i/ / / r / I GEO-TEXTILE COVER AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY t � w Z <y-p°y / / , 4I ' PERFORATED PIPE TYPAR 3401 OR EQUAL FROM THE DISPOSAL FIELD. 0 F, ,� I / 17" MAX. =I I I I -�I -1111= - SLOP 1/16"-1/32" PER FT• f A> / , �` I �, /� ' / O � <i ,'ice7. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED UNDER` DRIVEWAYS. ,I PUMP sTATtoN / r , % I I I I I _1111--, " b r / / / i . / // / s h^��/ - � L i 10. MIN. a m a 1 000 GAL ,,� '�G f' / / / / I `�� .. _ I I 0 IJ q, SEPTIC TANK /�3 U i/� / o % n �i r r . i Y .ilt i a�Irnsgr a, 0 I ,1 , , ,, : ;; :� ,, SEPTIC SYSTEM DESIGN ,� a �► i ; e 6• ,/ I , ::�:: I G A. O 1 1, ES G FLOW - P OPOSED 2 BEDROOM HOUSE = 2 0 f ai>" - / 'TYPE B 'IN-DRAIN UNIT D I N R 2 GPD O . ,� .` � / g0 ';: � PROPOSED 3850 SF � >. _; V •CONCRETE SAND1�1 • „ i• i ��� I o-/ r / / i / ( / FRo50' / ._k;a NYSDOT ITEM X703-07 SEPTIC TANK - USE MIN. 1,OOU GALLON TANK / / M MIM WETLAND INFILL AREA BY ELJEN CORPORAl10N Z, - � _"� , ?'<�-• - i °- . t! f - gOj (l.gND .-. _ _ - _ k �''"5: °'S3 a;:f '».� y - .. '�. -.,} - '^ -�l , R 1\11 k ABaC)F,F 113N FIEL_U. )UI C 1�1t r (�JNt)I'I`ION AT 29 r _ .r`. H - J -- ._ -. __ .._ ___ --` - - _ - - _ - V - f 3 t :e I _ i _ a /� /. , - THEREFORE USE SHA.lOW.ELJEN;BE YSTEM. � . _ _ _ _ ,s D S -vim --.- AT - __ f 0 M TO _ , _ z f1 _I R I N. ..S _. - � � .� ABS J p gg 9 6 / on :_. SAS FLAJ3'13 D BY ` 1I;uS .J i UI �i -� f,- "_" �� 0 6„ /' / , -< / WETLAND L / I } m_ - E FILL MATERIAL PERCOLATION RATE OF 10 TO 15 MI /IN. ~ p i �� . f ,f I i .��Y �', 11I / / S . STANDARD-, TRENCH PROFILE - _. _. _ a � I r �� r / • CHARLES H, MAINE, SOIL SCIENTIST TAYLOR / / • i .•` a .! lir o4iy. -- OCTOBER 2006. - - . ! = A7 10 - 15 MIN/IN NEED 10 ELJEN IN~DRAIN •UNITS REQUIRED - ( .� / 1�_0 / WT S. 1 d fz 10 ' r' / m-. / "i {1` 1 , USE 4' WIDE BY 42' LONG ELJEN LATERAL WITH 10 ELJEN UNITS Va o . W I l /I /� , / , / / P 1. 111 , - 507. REPLACEMENT AREA PROVIDED - A 6 I ,' W /� �,,' / NOTES:' . - '- _ - f Ii / 'L, ` / , I 1, END CF ALL DISTRIBUTOR.PIPES MUST BE a V `= IR, s �' PRO,.P05ED tiGa�ShJ / / P / ! / - ABSORPTION TRENCH / INFILL CROSS + PLUGGED UNLESS INTERCONNECTED. aS o '� / X42' 30 i FP 15T FLR O / / ' // " 6 T10N ON THIS DRAMANG 'Q " "J m m i 2. ALL LATERALS TO BE OF EQUAL LENGTH, � SPF M T. - 4 I I. . 00 / . /�' / '�. gyp:; ,a�lv;, ,L I 36" FENCE POST, 10' oc MAX . MIN. DRIVEN 16" MIN INTO GROUND / ' 11 I 6I A ' / ASPHALT �, / ?d '`' pr ND , i / I EARTH FILL PAVEMENT duo . jlry 7 / " o �" �' . / f BACKFILL WITH SUITABLE MATERIAL NOTE: FILL WITHIN BOUNDRY OF �' / ( , r / 9° / ABSORPTION FIELD SHALL_HAVE AI . N SILT STOP FABRIC PROPERTY LINE 2�'% ~� �F / r �A7 >i1.v / f I _, _ MAF REFERENCE ; ,' /__ cvo�n�yQf ! ;• 4 MIN. PERCOLATION RATE 11 OF 10-15 MIN/INCH T FLOW: y EMBED 6" MIN IN BROUND 1. FOR. �� 1Rf, / -'/ - _ r I j I ARTH FILL _ 4" MIN. TOPSOIL, • - l E 4". MIN. TOPSOIL, OF ASURVEY MADE _ - w„ J / SEED AND MULCH Iy"` - ` i tt( i "T UNDISTURBED GROUND MAP A - _ _ THE WEBSTER FARM DAYTON DRAIN rte '�7" �, / -4'% 4 ,/ / y 11=: FILL WITHIN 80UNDRY OF SEED ANO MULCH L - FOUN ` 13 PROPOSED °'' ifl - f =_� - : iT€I BY; VAN DUSEN & STEVES / / N8. 0'-9-_00 ' - _ - _ - _ j i AD £ RP110N FIELD SHALL HAVE A FINISH GRADE , *- � = --t i �_- DATED: AUGUST 1, 1988 f'' / 19 � ,.W ' i OVERFILL TO ALLOW f ; �„ r / �� MIN. PERCOLa. ON RATE OF 10-15 MIN/INCH FOR SETTLEMENT 4" MIN. TOPSOIL; t I I I__:I I I: q i�, I—1 l ;' LAST REVISED: AUGUST 8, 1988 511 CF STORMWATER r ! o / j' r SEED AND MULCH POND 1 i , A i �- -7 ;� 1�, / �' .0 ` g5 IR - NOTE SEED MIX 25X BIRDS .FOOT TREFOIL, ,' -I I )'=..I I ---� I=-� —� g !�' � i /; ,- F 45R (CREEPING RED FESQUE. 309'; PERENNIALS LI I i—t r ---: ` —� f t— LANDS N/F OF �•, �p �5, 5; _��� RYE ,GRASS AT AN APPLICATION RATE ` LEGEND WEBSTER c,y MIN :I PROPERTY ;yd �ONNo,I � ` LONE I OF 7_LBS PER 1,000 SF f. n` R, 1RFo= IRON R00 FOUND 3FT MADE X 4IFT LONG X TFT DEEP R>: 3 SE�.l EN,T CONTROL FENCE o . PROPOSED I. ?. NYS DOT MEDIUM STONE FILL '." �= TEST PIT MATH FILTER FABRIC UNDERLAYMEN FINISH GRADE - L :° --'� z 8•• i OUTLET PROTECTION - 3' NOT TO SCALE H ' 1 I ! 6.. 36 - L4 Z I I 1, 50' MIN. C' O% I MIN. I b A2 , a,. - i r t _ — I I , i . s, • - ANCE 4"� PERFORATED, JIPE! _ WETLAND DISTURB *'I sj I I' BOUNDRY 1 M+�1OCATIN PI GRASSED .LINED SWALE � w VLFz . _ OWN.., TS H .•�•� ��' - TO UMI S f A DATUM = ASSUMED PLAN t _" :,,_;:'„ '_ t° _ { ;;;;:= ON SITE PLAN Y EXISTING EDGE Fri � CONTOUR INTERVAL = 1 F00 ��+ . l GEO-TEXTILE COVER ( - IT , OF WETLAND oFEWETLAND ! '� -. �'t T SCALE:•`1 = 30 TYPAR 3401 703-07 1 4'1MINI ;. . I - I1 - W 48PC 1 TYPE B IN UNIT] :�t - } _ 1. ! „ten,n »ten — 1 BY ELJEN CORPORATION - I, .• - y.w �� I I ,; k MAXIMUM .SEASONAL HIGH — 1a I �. ,o n. x - I GROUNDWATER ELEVATION I . 1 r- CONCR�fE _ PROJECT „ F r , o N M NYSDOT ITEM 703AOD7 i i �.� 2017 W w i I LOCATION� 14 # :.-. e 1 i a '' - � BLEND ,ENDS OF BERM EXISTIN . ��� G GRADE to ! oP 15 O INTO EXISTING SLOPE I :, I O f n j , _ I. t .��,°''�/"��W(�1".irt4JE11�1 �1Ji 13 Z t� a10--MAT ABSORPTION SYSTEM NOTES: , LJ�UILDIN &�C�CS— .-�-r,_,. oo c -{ i I ' 1 AMERICAN GREEN DS75 = STRAW EROSION t' `;. " 0 _ STAND PD TRENCHc INFILL SECTION 1' ' USE NORTH AMERITO 12 - S C H W � � 1+ 44 I I 12 CONTROL BL , RADED LOPED SURFA ES I._ ANKET ON ALL RE G TOPSOIL/FILL . N.T.S. 16 �' G TR 1CTION SEQUENCE a `: +rases _ _ 1 _ 3 ,Y _ _ , • 5 FOOT. WIDE OVERFLOW AREA REINFORCED . . - I. 1. Qaj .�� N i+i , � 11 �p WITH EROSION CONTROL MAT -NORTH AMERICAN -. - LL DELINATED WETLAND AREA (APPROX 3850 CF) , PLACE FILL FOR , -a'1 = -0 C I 2 0 „ _ TOP OF BERM 1 IN Fl �� s . GREEN C125 OR EQUAL. 4 +/ BELOW POSE SYS � 17 TOP OF BERM TO BE LEVEL. E '- PRO D SEPTIC TEM & STORMWATER AREA ( EXCAVATED MATERIAL, M tp L j ' t SCAf'E PLANTING IS SEED AND MULCH ,SIDE SLOPESI . i_ �" � : - LAND !� r v 42 oVi� o �?uErNBURr E UIRED ALONG TOP OF BERM ��' , .� L Q Itn ; . R Q FROM FUUNOf;,TION & UNDER PROPOSED SEPTIC MAY BE USED FOR FILL IN � 11SII NIlJ, I TY CIEVELOPMENT ®'E-----� . :11 ,r" I � : � \ I .:Lr�,� w : � ,, � � 1 � . ­ r I TOE OF SLOPE' & STORMWATER POND}, % . . �' -� U +J I . 18 f s 2. CONSTRUCT tt)USE, DRIVEWAY AND STORMWATER SYSTEM IST 41 10 C �I._MIT Pl_ T L,A�! I. If . ',o o - � N N cn �I: 0, ,r i I '� TOPSOIL ; 4 �i,VE SUN 4LY P�, A'a JRD'FNE DISTANCE r- . a 3. CONSTRUCT r_:JEN TRENCH AFTER FILL HAS BEEN ALLOWED TO SETTLE -` 7 I 4 a.�- . MIN. o 1-R':.�fUl TIF F R(�7(`EFS,Y LINES TO THc I- ;I �i ORIGINAL I o THROUGH 01�'= FREEZE THAW CYCLE �' :3 1( Tril IGTURid( )OR SIGNS) 1. 1 GROUND I B�Cp,LS=ASNA 39 � ,(:�\( to.-- �- �`� ;, rr T�RMW R MANAGEMENT .DESJGN 9 S!SRA CtF�E - -- DATE - t 19 I <-a, 'e, - . t . 234 i �� - - _ 49 �,�� RESIDENCE - 1260 SF X 1.5 GAL PER SFI ,r 1890 GAL =,252 CF �� � " 3 8 V -�, 1,�`� �� SANDYASOID SEC 1 1 ON I ASPAHLT .DRIVEWAY = 1291 SFX 1.5 GAL PER. SF 1937.GAL = 259I.CF �+t GRASSED LINE S r�A L E/D E P R E S."'I O N �. . POND #1 = 832 CF PROVIDED.' ( 511 CF REQUIRED.) SHEET 1 OF-1 22,16 �� i3 - PLAN . . 1 f+�- / jam/ .. ' - NOT TO ,i ',AI..E DWG. NO. 49234 ��,10 - . ,, _ ---— ---------- — -____�-_ ---- ---- ---- -----------� _______'_------ - — ----- -_.. ------------ - ------- — -- - ---- ----- ----------.- . -­-­­--­-- -­___-__.-____ __.__-_,.. ____ __-____-_-___ __.__ __,_____ -._.___.__-__-- __-- --_--._ __ _ ...-_-_-____.._ . z,. _ I ' MAP REFERENCE .. -017 MAP OF A SURVEY MADE FOR `'a THE WE55TER FARM �.-.• """ BY, VAN DU5EN + 5TEVE5 a -1 `�. :211"E'i®M 't DATED, AUGUST 1, 1888 ' LAST REVISED, AUGUST S, 1988 N60 a 0 6 j t i A0?' TEST PIT DATA: 00 - 9": TOPSOIL 9" - 27" : LOAMY FINE SAND 27" - 54": LOAMY SAND, BECOMES VERY FIRM AT 29 INCHES AND LANDS N/F OF wN MOTTLING STARTS. Y �. �0'� / GRA550 STABILIZED PERCOLATION RATE AT 6 INCHES BELOW GRADE = 10 MINUTES 04 SECONDS SOILS OBSERVED ON THIS PROPERTY ARE DERIVED FROMv' STONY AND BOULDERY GLACIAL TILL SOILS. DEPTH TO SEASONAL HIGH GROUND WATER TABLE IS NOTEDD BY THE / a DEPTH TO MOTTLING IN THE SOIL TEST PIT DESCRIPTION. AIQ / a TEST PERFORMED JUNE 22 2006 BY CHARLES H. MAINE SOIL SCIENTIST. ,. A9 i nJ N i - - - - -"= -•----- ..---rte -: -�`-,K,.=,-,---. - - - - - 1 s tom. / • ,AREA / 4.,5,280..84 sq. ft. / 1.04 acres Aa / �`3p / 1 o 3 6g o $6. WETLANDS A5 FLAGGED BY ` CHARLES N. MAINE, .501E SCIENTIST O \ / OCTOBER 2006 RF 2 STORY LAND5 .N/F OF WOOD FRAME 7 / TAYLOR �,S 9sr HOUSE AG A5 139.00' ` =n4 (� E 701'x'. LEGEND _ OCT Z O OIRF= IRON ROD FOUND - :. TOWN-0.= ENSRY TP LANDS N/F OF 290.-1-15 SEP-000660-2017 BUILDING �� D = TEST PIT WEB5TEP ® Webster, Sheryl & John= WELL 280 Chestnut Ridge Road 2 Az Septic Alt. (drainage fields only) •�''� �''y Dat1ei June 22, 2006 { 1 - u .^1 - - - -'UNAU1110RIZED A' - _ _ Sale 1"-30� i- hJ 6ISEQ LN S RVEYON TO IS A --Map � of a Topographic -Survey made .for _ _ _MAP BENJNG A L1C_jISED LAND SURVEYORS SEAL IS A - - f�,� VIOLATI(N1 GF SECiI 17203.SUB-OMSION Z.OF THE .. - & NEW YORI(STATE EU1C1 CN LAW.' - - ONLY G(IpIES FRFM THE ORIGINAL OF THIS SU SURVEY - - - - - - - - Steves _ MARKED)gjlH AN CjBGINAL OF THE LAND SURVEYORS SEAL SHF}L 9E CC(19DERED TO BE YAUD TRUE COPIES.' _ Webster _ - �RnfT6A7TON5 SII-PATED HEREON SIGNIFY THAT - Charles ^ L ^ y^ - - - - - - - - THIS EXISTING D WAS FREPARED IN ACCORDANCE MIN THE -. - C 1 C 1 C (�,/\ (e 1■_ 3 15/15/09., � .- - HOUSE=LOCATION T � •■y-�■ ■y� ■/�) ■y� �r-yam E%ISRNG EpOE OF PRACTICE FOR LAND SURVEYORS ADOPTED i..I a.i,L d S iA.i. v�e y-�./ i s LA BY THE LIEN YORK" - - - - STA-ASSOCIATION OF PROFESSIONAL LAND E FOS ORS,RAID OM TIFICATIONSHE SURVEY SHALL RUN ONLY _ -2 (O3/13/O7_ _,'PROPOSED -HOUSE & SEPTIC SHEET 1 OF 1 TO THE FER'SON fUj y'}{pM THE SURVEY IS PREPARED,AND - _ _ ON HIS q�!AL,F TO i1{E TITLE GONPANY,GOVERNMENTAL - 169 Haviland Road Queensbury, New York 1280.4 AGENCY A§SGNE10 EEESIGF ITHE LENDIING INSTITUTIONUSTED .* AND Town of Queensbury, Warren County, New York 1 11 /03 06 ADD TL. TOPO WETLAND LOC. / / I / Webster G1831 35 NO. DATE I DESCRIPTION DING. NO. 06138 518 792-8474 New York Lac. No. 501 , 290-1-15 1 54-1-2.11 J MAP REFERENCE MAP OF A SURVEY MADE FOR THE WEB5TER FARM BY= VAN DU5EN + 5TEVE5 DATED= AUGUST 1. 1988 LAST REVI5ED= AUGUST 8. 1988 G 5�0 N6 ��• 01A �g N0� OZ' 1 LANDS N/F OF A0 GRA550 1 Ar 9 11 w � 9 w / A 1 O ti REPLACEMENT SYSTEM - 2 - 20 If ELJEN LATERALS 0 EX. PUMP STATION e- EX. 1.000 GAL. SEPTIC TANK A r r � ��h / NEW WETLAND BOUNDARY X00 AREA BASED ON Pi"OUS APPROVAL 45,280.84 sq. f . BY PLANWG BOARD . � t 1.04 acres T /00 0�g w WETLAND5 A5 FLAGGED BY GHARLE 5 H. MAINE, 501L 5CIENT15T s, OCTOBER 2006. 2 STORY LANDS N/F OF WOOD FRAME ---, TAYLOR f � � 6 HOU5E D , Vo D. = 0 Q,, y A5 ps �rL• �_ '--- /2o _ IRFLh--_.._. 4 ---..� 139.001 4 --- ..� JUN 0 7 2018 N800 19, ,� _ -. - _ 1 p W TOWN OF OUBBNSBURY LEGEND IR BUILDING&CODES 0 IRF= IRON ROD FOUND TP LANDS N/F OF = TE5T PIT WEB5TFR ---� k-Q.Q -Z.Q k 9- = WELL REPLA EMENT SEPTIC AS BUILT BY NACE ENGINERING A2 -Date,- June 22, 2006 "UNAUTHORIZED'ALTERATION OR ADDITION TO A SURVEY S c a!e 1'=30' MAP BEARING A LI SED LAND SURVEYORS SEAL IS A Ma of a Topographic Surge made for '�►. � � Py VIOLATION OF SEC'$ON 7209.SUB-DIVISION 2.OF THE NEW YORK STATE tDUCATION LAW." "ONLY COPIES F*OM THE ORIGINAL OF THIS SURVEY -4vS MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES." 4 11121117 REPLACEMENT EL JEN LA TERA L SS I "CERTIFlCAl1ONSt INDICATED HEREON SIGNIFY THAT arles Webster THIS SURVEY WAS i PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED 3 115109 HOUSE LOCA TION BY THE NEW YORaiid Siarveyors LAND SURVEYORS- I SAID CERTISTATES CATIONS SHL ATION OF ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND 2 03113107 PROPOSED HOUSE & SEP Tl C 1 OF 1 ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL 169 Haviland RoadQueensbury, New York 12804 TTMEYA S°GE�E�oF IniE�o�G ovs�u�°"'ANo Town of Queensbury, Warren County, New York1 11103106 ADDTL. TOPO WETLAND LOC. Webster 61831 (518) 792--8474 New York Lic. No. 50135 NO. DATE DESCRIPTION DWG. NO. 06138