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Final Approved Plans RECEIVED t-1a � Area Variance Resolution To: Approve aPprijj Town ofQueensburyPlanningBoard �� ��Q�EE��$u�Y ?�A LAN111,!GP� E_10Eji 0Applicant Name: Marylou and Robert Dunton 1 ""� t 'File Number: Z-AV-69-2017RESOLUTION—Grant Site Plan ApprovalTO f� OF OUEERSBURYLocation: 18 Tall Timbers Road SITE PLAN 65-2017 MARY LOU&ROBERT DUNTON Tax Map Number: 239.16-1-25 Tax Map ID:239.16-1-25/Property Address:18'fall Timber Road/Zoning:WR ZBA Meeting Date: Wednesday,December 20,2017 The applicant has submitted an application to the Planning Board for Site Plan approval pursuant to Article 9 of the - I Z The Zoning Board of Appeals of the Town of Queensbury has received an application from Marylou and Robert Town zoning Ordinance for:Applicant proposes a 3,860 sq.ft.addition to an existing 3,213 sq.ft.home and ® pe ='Y n Dunton. proposed is 6,581 sq.ft.and associated site work. Project includes removal of 634 sq.ft.detached garage. 1 Pursuant to Chapter 179-4-010,179-13-010&179-5-020 of the Zoning Ordinance,expansion of a non-conforming f` Applicant proposes construction of a 3,860 sq.ft.(foot print)residential addition to existing total 3,213 sq.ft.home structure shall be subject to Planning Board review and approval.Pursuant to relevant sections of the Town of Fa and proposed is total 6,581 sq.ft. Project includes removal of 634 sq.ft.garage when construction is completed. Queensbury Zoning Code-Chapter 179-9-080,the Planning Board has determined that this proposal satisfies the Relief requested from minimum setback requirements,shoreline setbacks,and expansion of a nonconforming requirements as stated in the Zoning Code; = O structure. Planning Board: Site Plan Review for expansion of a nonconforming structure within a CEA. v (L Relief Required: As required by General Municipal Law Section 239-m the site plan application was referred to the Warren CountyIF W Planning Department for its recommendation; 10 to 12 The applicant request relief from minimum setback requirements,shoreline setbacks,and expansion of a nonconforming structure. The Planning Board opened a public hearing on the Site plan application on 10/24/2017 and continued the publicNOW 00 Section 179-3-040 establishment of districts-dimensional requirements-WR zone hearing to 12/21/2017,when it was closed, o Re N The applicant proposes a 3,860 sq,ft.footprint residential addition with an attached garage. The addition is to be LU 46.5 ft.from the shoreline where a 54.2 ft.setback is required due to the setbacks of the two adjoining homes. The Planning Board has reviewed the application materials submitted by the applicant and all comments made at ccuU Section 179-13-010 continuation the public hearing and submitted in writing through and including 12121/2017; s Relief is requested for expansion of a non-conforming home. Section I47-11 stormwater device The Planning Board determines that the application complies with the review considerations and standards set forth Relief requested for stormwater device less than 100 ft.from the shoreline 45 ft.is proposed. 0 w in Article 9 of the Zoning Ordinance for Site Plan approval, _ v SEQR Type H-no further review required; 0 0 MOTION TO APPROVE SITE PLAN 65-2017 MARY LOU&ROBERT DUNTON;Introduced by Mr.Deeb ti A public hearing was advertised and held on Wednesday,October 18,2017; who moved for its adoption,• z Upon review of the application materials,information supplied during the public hearing,and upon consideration El; W of the criteria specified in Section 179-14-080(A)of the Queensbury Town Code and Chapter 267 of NYS Town Per the draft provided by staff conditioned upon the following conditions: ' Law and after discussion and deliberation,we find as follows: e L 1.There is not an undesirable change in the character of the neighborhood nor a detriment to nearby properties. Waivers requested are granted; o [a We believe that the new constriction will improve the overall character of the property. i' P 2) Adherence to the items outlined in the follow-up letter sent with this resolution. Z } 2.Feasible alternatives have been considered by the Board but have not been deemed reasonable. 05 < I 3.The requested variance is not substantial given that the property has existed for quite a period of time and we're a) If application was referred to engineering,then engineering sign-off required prior to signature of Zoning j not changing the basic footprint of the property considerably. Administrator of the approved plans; 0 4.There is not an adverse impact on the physical or environmental conditions in the neighborhood or district. In — a _ P P Y g b) Final approved plans should have dimensions and setbacks noted on the site plan/survey,floor plans and F fact we think there's going to be improvement to the physical and environmental conditions. elevation for the existing rooms and proposed rooms in the building and site improvements, D F7 5.The alleged difficulty is of course self-created, a Fi c) Final approved plans,in compliance with the Site Plan,must be submitted to the Community Development 6.In addition the Board finds that the benefit to the applicant from granting the requested variance would outweigh Department before any further review by the Zoning Administrator or Building and Codes personnel; (approval)the resulting detriment to the health,safety and welfare of the neighborhood or community; t— d) The applicant must meet with Staff after approval and prior to issuance of Building Permit and/or 7.The Board also finds that the variance request under consideration is the minimum necessary; the beginning of any site work; m 'n 8.The Board also proposes the following conditions: J e) Subsequent issuance of further permits,including building permits is dependent on compliance with this and —— � a)Adherence to the items outlined in the follow-up letter sent with this resolution. all other conditions of this resolution; RECORD OF WORK. DATE BY ti CREATE SHEEr AR-1 01/29/2018 sm Q BASED ON THE ABOVE FINDINGS,I MAKE A MOTION TO APPROVE AREA VARIANCE f) As-built plans to certify that the site plan is developed according to the approved plans to be provided J Z-AV-69-2017 Marylou and Robert Dunton, Introduced by Michael McCabe, who moved for its adoption, prior to issuance of the certificate of occupancy; o seconded by Michelle Hayward: g) Resolution to be placed on final plans in its entirety and legible;and D Duly adopted this 18th day of October 2017 by the following vote: Z z h).The three(3)trees indicated to be removed from the northeast corner of Site Sheet S-2 will remain on the SCALE: w w AYES: Mrs.Hayward,Mr.Underwood,Mr.Kuhl,Mr.McCabe,Mr.Henkel,Mr.Jackoski property. z NODS: Mr.Urrico Motion seconded by Mr.Ford. Duly adopted this 21st day of December,2017 by the following vote: SHEET TITLE: APPROV1 d, = .. j AYES: Mr.Deeb,Mr.Ford,Mr.Hunsinger,Mr.Magowan,Mr.Shafer,Mr.Traver _ _ z 11 ., 5, NOES: Mrs.White U SHEET NO. 0 O X ` is { �. 2t . N ­ -. O� Y! W N T­ ' O � N O M N � >- Z N Q ® D Q m LL Op O >m /j I/ LANDS OF JOHN T. BROTHERS I I Q Q W NOEL C. BROTHERS m i p ,�h SILT FENCE i r O LL V r ; _ 1 oAp SHALLOW DEPRESSION W /, AREA ! O Z IL - -,-- ; I I - - VGA0! j ; j �`- # ! r k -� O ! j F Y -- -- �' - 0000 ` r -_ _. t r/ 1 �� � `t.\ I DRAWN BY DBR SO INFILTRATION � CHECK BY DM i 8 1 t t t' _ '✓ c t T Sic t t TRENCH S 4� -. rr ny 1, ,` j --._ - - / r.. i rL _ r 0 I EDP PROJECT NUMBER 50012 / € r� / 1 I "S \J yL.?•_ � k �`7'-_.{\,r'-' 9 _.r, `=•1,>".,. fI' �-✓.. 1 � I Y V —_ __ -- / f' �j~3 f� f �% / _ „- / ! i\ f ._..�".• F _-._ . 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"'388'•"`. ,,, .\ r.> r `38 _. _ h i � ...._..... tJ" � ��i f ,r \..... = '\` \°r f `\..._`-'\.� ,�f�`_'-.�,_ �` ,..... �J 1 `�� r 7 9 O . ; 3 F �� / \ \ ` ! S N ice, �� '• i A '1�. r ; d y \ s STABILIZED CONSTRUCTION ENTRANCE FES#1 1 \ W/ RIP-RAP INV=382.Ot LANDS OF SCALE: -- - 1 " = 20' NOT FOR CONSTRUCTION SHEET TITLE: DRAINAGE NOTES PLAN GRAPHIC SCALE SHEET: NO WELLS ARE WITHIN 100) OF ANY INFILTRATION DEVICES . NO INFILTRATION DEUCES ARE UPGRAD ENT WITHIN 20 FEET OF 2 %- 15 10 0 20 40 80 THE PROPOSED WASTEWATER ABSORPTION SYSTEM . (IN FEET) 1 INCH = 20 FT. GENERAL NOTES: �� _ N cQ 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE 10 FT. PREFERRED, TO PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. .mwk �. 400 2. POSTS MAY BE 1.25'N1.25" (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2"x2" NOM. HARDWOOD, OR STEEL "T" OR "U" 400 POSTS (11b per If). SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR EQUAL). 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 F'f. POST SPACING AND MAY OR MAY NOT HAVE MESH REINFORCEMENT. SENSITIVE AREAS ' ' TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE. N M w 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE INSTALLED WITH THE POSTS ON THE DOWNSTREAM SIDE OF THE FABRIC. -- Z 9 cJ 395 JJ 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE: Z N SLOPE MAXIMUM r STEEPNESS LENGTH (ftJ .. 1 3:1 50 4:1 75 I 5:1 OR FLATTER 100 -- 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED Y4 ACRE PER 100 FEET OF FENCE, WITH MAXIMUM - 390 PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE; AND EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION; AND THERE IS NO WASHED COBBLES 39O AT SURFACE OF TRENCH CONCENTRATION OF WATER FLOWING TO THE BARRIER. AT S EXISTING GRADE 7. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5" OR MORE WITHIN A 12 HOUR PERIOD, z o OR DAILY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. N 8. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE OF THE MEASURE HEIGHT. SEDIMENT SHALL BE DISPOSED OF o AS UNSUITABLE MATERIAL. r N oi — - 385 D) -� 5' MIN (10' PREFERRE 385 SILT FENCE N GEOTEXTILE � Q Q �. N FILTER FABRIC 0 i I I HARDWOOD a N, 0 0 o O n r POST of UNDISTURBED C W 38O °' GROUND Q G LL 380 W MASHED CRUSHED STONE OR WASHED v p GRAVEL 314" - 1Y2" SIZE WRAP WITH JQ5 j SEDIMENT DN-WOVEN GEOTEXTILE SUCH AS `9,q CONTAINMENT MIRAFI 180N OR EQUAL s SLOPE O AREA PROPOSED W GRADE ` O0 375 - j 375 i 30" I LL 4 INFILTRATION TRENCH I ::) >0 I- J 3 NOT TO SCALE I 0 370 — 370 PLAN 1.25" x 1.25" (2" x 2" MOM. FOR WIRE MESH BACK.* O Q HARDWOOD POST A m *OR STEEL "T" OR "U" SECTION POSTS (1 Ib/If MIN.) a O A �a��_ � 365 --------------------------------------------------- -------------------— -... -- -- -- -------------------------------------- 365 WOVEN GEOTEXTILE FABRIC GEOTEX 2130 (OR EQUAu PROpOSEp DRIVEWAY y4 WOVEN WIRE MESH SILT FENCE ASSEMBLY (SEE INSTALLATION NOTES) 10'-0* MADE GRAVEL ? O " RENFORCEMENT (IF '*jPER FOOT CROSS SLOPE o 0 W O Y NECESSARY) MIN. 14 SEDIMENT CONTAINMENT AREA 1 W GAUGE WITH OPENING \ 5' MIN (10' PREFERRED) Z O W 0 �v� 3 0 ��/ I I ° Q 360 ------ 360 u 0� TOE OF SLOPE N Q 0 m Z a INSTALLATION NOTES: \��\III Q UNDISTURBED W Z --- - - 355 355 ^._.._ - --....... --- - - -- --- ----- -- - '\�� FLOW �^' GROUND W 1. GEOTEXTILE FABRIC AND WOVEN WIREMESH TO BE i� � � � rn FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES �/ V♦ m 0 0 OR STAPLES. * *,+ + 2 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN , \\ III ~\\�\\/ * * O O O O O 0 *:*:*+*+*+ O O O O O f— u- ^� O O Oo O O Oo O O ++++++++++ O O O O O m O Z WIRE FENCE WITH TIES SPACES EVERY 24" AT TOP + + + + + + O O O O O AND MID SECTION. RETAIN EXISTING VEGETATION, / � + + IF POSSIBLE �/� *.*+*+ ++ O 0 O 0 O 0 O 0 O o C ® J W 350 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH + + + + + + O O O Q O O O p O O ® Z ------- OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES, FOLDED AND STAPLED. EXCAVATE TRENCH, BURY SILT FENCE FABRICL O O O O On O F" Q AND BACKFILL/COMPACT EXCAVATED EARTH I ^ ()o 0 4. MAINTENANCE SHALL BE PERFFORMED AS NEEDED AND 4" MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SECTION SILT FENCE. GRAVEL BASE 12" TYPE II GRAVEL NIIR ION TRENCH 3 SILT FENCE CHECK BY DM DRAWN BY D 345 EDP PROJECT NUMBER 50012 345 NOT TO SCALE THE ALTERATION OF THESE DOCUMENTS IN ANY WAY, 0+00 +00 2+00 3+O O 4+ UNLESS DONE UNDER THE DIRECT SUPERWSIDN OF A 5 DRIVEWAY CROSS SECTION COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYON /S A VIOLATION OF THE NEW YDRK STATE EDUCA710N LAW AND/OR REGULATIONS AND IS A CLASS A' MISDEMEANOR. 3 NOT TO SCALE REVISION DATE BY REVISED PLANS AS PER'ME COMMENTS 03/16/2018 DM DRIVEWAY PROFILE 3 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL EXISTING PAVEMENT 50'-0" EXISTING GROUND '' 6" MIN. MOUNTABLE BERM FILTER CLOTH (OPTIONAL) i PROFILE I 50'-0" MIN. o CD N Z tU L TOP OF EMBANKMENT i VARIES AS PER PLAN ; z EXISTING RIP—RAP 5'-0" MIN. z 12 MIN. PAVEMENT �` _ \ N PIPE TYPE AS 4v NE",,,V , PER PLAN ALL INLET FLARED ENI S. RSA PLAN VIEW z I SECTIONS TO BE S(MBOL NON—WOVEN GALVANIZED STEEL OR HDPE MANUFACTURERS ANCHORED AS PER �r c�� , a FILTER FABRIC 1 FLARED END SECTION RECOMMENDATIONS a PROPEX 701 trill" a OR EQUAL 277361 CONSTRUCTION SPECIFICATIONS 1 . STONE SIZE — USE 2" CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQIJIVALENT. 12 � . NON—WOVEN FILTER '��-........__._.........._.-._..�_ o 2. LENGTH — AS EFFECTIVE BUT NOT LESS THAN 50 FEET. FABRIC PROPEX 701 SS — NOT LESS THAN SIX(6) INCHES. 8" OR EQUAL SCALE: o 3. THICKNESS ( ) LIGHT STONE AS NOTED A 4. WIDTH — TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE 18" MIN. FILLING (ANGULAR INGRESS OR EGRESS OCCURS. TWENTY—FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. STONE 6"-8" AVG. 8" x 12" x WIDTH OF F.E.S. 3000 PSI AIR ENTRAINED CONCRETE TOE I 5. FILTER CLOTH — WILL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE. SIZE WITH 12" AVG. ANCHOR W/ REBAR (APPLIES ONLY NOT FOR 6. SURFACE WATER — ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES DEPTH) FOR HDPE FLARED END SECTION) SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 CONSTRUCTION SLOPES WILL BE PERMITTED. FLARED END SECTIONO3 5. WASHING — WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO - SHEET TITLE: ENTRANCE ONTO PUBLIC RIGHT—OF—WAY. WHEN WASHING IS REQUIRED, IT SHALL 3E DONE ON AN NO' TO SCALE $ AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR DRIVEWAY SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL BOARDS OR OTHER APPROVED METHODS. 6. MAINTENAN CE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT PROFILE AND TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS—OF—WAY. THIS MAY REQUIRE PERIODIC DETAILS a TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF .01 ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DRIPPED, WASHED OR TRACKED SHEET: ONTO PUBLIC RIGHTS—OF—WAY MUST BE REMOVED IMMEDIATELY. z W 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. y W 2 STABILIZED CONSTRUCTION ENTRANCE 3 Z W a Q 3 NOT TO SCALE 0 �ut�'oN �tF51'DEt3CF_ cAS-� tLEVPlrl-N 4X FUSION CONTROL PANEL RED AIR LINE -x ya% POWER CORD INSULATE TOP OF UNIT W/ AIR LINE RIGID FOAM INSULATION. m PANEL AIR COMPRESSOR R-8 PROTEC11ON REQUIRED ADAPTER MINIMUM. EXTEND RIGID 2 RISERS AND LID PLACED INSULATION 12" BEYOND CONWR ON STONE PAD, TO PROMOTE TANK ON ALL SIDES PANEL DRAINAGE AWAY FROM COMPRESSOR. SEAR PAMEMIP, E STONE PAD INSULATED LID RMER 900 Route 146 Clifton Park,NY 12065 \ E (51>3)371-7621 edpllp.com AIR LIRE TO PAS BLUE NR BLUE AIR LINE LINE CLEANOUT Q.. BUILDING TO DRAIN FIELD � SEWER LINE AIR LINES .� 0 0 >m CD LU (U Lri .-a > O Z w w g FUSION TREATMENT UNIT AAk -6 IWO _0 zI I I I d lN❑T TO SCALE NOT T❑ SCALE W w z 0 Q z LL 99" Q I Z J a � � w OUTLET z z Q N % INLET OUTLET IrPrL WAR COR WRATKIN ® y 0 ISL5 AIR COMPRESSOR W aI 2 RISERS AND LID PLACEDin 2 y ■ qj W PROMOTEON STONE PAD, TO 0 Z DRAINAGE AWAY FROM OM RESSOR W 111 W W M 0 H E DO NOT INSTALL UNDER ♦� �1 w DRIPLINE OF ROOF. Yr m 0 ■ z 2 ® C3 N 24"D A 24"D A 0 0 z -OFMONAL DECO AmE ROCK CONFIGURATION a 20" DIA 0 L a LL I■ J I NOTES: ® L a Z y m 1) DIMENSIONS "I" AND "E" ARE TO THE BOTTOM OF THE INLET/OUTLET PIPE. ¢ 4 SCH 40 2) THE OVERALL HEIGHT DIMENSION "H" IS TO THE TOP OF THE NARROW STONE PAD q PIPE ADAPTER RING, NOT THE RISER LID. co ® J 3) A RISER COVER COMES STANDARD. ADDITIONAL RISERS ARE ® % PURCHASED SEPERATELY. � EXCAVATING DIMENSIONS pq SYSTEM L W H I E DATE: N O V. 15, q17 W FUSION 800 8'-3" V-8" 6'-2" 5'-4" 4'-10" TYPEKfERIOR DDNFIGMTM CS SHEET TITLEz w 0c ENHANCED FUSION �8O ®INSIONS 8c XCAVATIN AIL AIR PUMP DETAILS TREATMENT 3 N❑T T❑ SCALE NOT TO SCALE DETAILS o U 0 J SHEET NO. S-5 i 0 EXISTING ,- PAVEMENT EXISTING 1. STONE SIZE- USE 2"CRUSHED STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. GR0UqD1qI 6" MIN. MOUNTABLE BERM I 2. LENGTH -AS EFFECTIVE BUT NOT LESS THAN 50 FEET. FILTER CLOTH (OPTIONAL) 3. THICKNESS - NOT LESS THAN SIX(6) INCHES. PROFILE GRAPHIC SCALE: 4. WIDTH -TWELVE(12)FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE - INGRESS OR EGRESS OCCURS.TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE- 50'-O" MIN.�) 5. FILTER CLOTH -WILL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE S. SURFACE WATER -ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES I � SHALL BE PIPED ACROSS THE ENTRANCE IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 20 0 20 5. WASHING -WHEN NECESSARY,WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO � � ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN 6 ��A�E< S2—�yG®e AREA STABILIZED WITH CRUSHED STONE WHICH DRAIN SCALE:INTO AN APPROVED SEDIMENT TRAP OR ° SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH s, ENERNG OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL BOARDS OR OTHER APPROVED METHODS. II1��� "'"- PAVEMENT 6. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF PLAN VIEW 900 Route 146 Clifton Park,NY 12065 ANY MEASURES USED TO TRAP SEDIMENT.ALL SEDIMENT SPILLED, DRIPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. SYMBOL o (513)371-7621 --dpllp.com 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. ,3 CONSTRUCTION SPECIFICATIONS �®�� LP.F. (0.1 HIGH) STABUZED C0NMUC'U10jN EIM R —O=gL������ a NOT YLI SCALE .ems rROXIMATE LIMITS =6 �5 ;,� 3,� �� INSTALL SILTSOXX, TYP. CD DISTURBANCE ®®� N 10,800 SF c 12" U ( I C NC. M HEMLOCK > ( PS 12'l - _ :54 0 { <^'-;� EMLOCK i.{,: .�..,. -�'^',':''.:,.'�`; ��J WOOD 3A6 �� � z:';t":Yi°; �•;�c RAIL NCE co z e hN0 ` f ,�2J% �C/C }Roww Uj pj �h4 i OF DECK OD RAMP n�R' �`l OO / �k ®® Nh ,yN6 2 2 .. C3 4OAT HOUSE ®I ®®, , KIHI47E �..w PINE 1 'srr::' r W a � OCK . I t A ' JI � O G .,... .... Off\ CL 3 -< / 358 / 356 a ADDITION y 1 cu U ' ' //IT=343.20 J / o N ' NEW GAR q O: i STABILIZED CONSTRUCTION eoz Z o �r— GF=342. o ' + JoO � z O J ( ENTTRANCE LU FILTRIXXG SILT SOXXT" - o e Lqit 0 s ° Ocy- z �.� zY _: ° F- �.> Q 2 S7-pR ° „+ "vu"�O: 0 Z OL 0. A " p � _ oo •"''�• PHALT W.- .. ", - COMPOST SOCK CONNECTION/ATTACHMENT DETAIL aI r0•,g• jy �. - e Q°00 ��(�\J(�� 6 S RFACE 0 j \/� .. STONE WALL �` �a p EL, ED FLOOR 000°0�° 343.20 ° ma FIRM Y m 40 q ryr mwz NM 2/2 DATE. NOV. 1 5y L1 1 w x FILTREXX®PYRAMID STAKING DETAIL $ 27" WHITE W/(2) =3 PINE GUYS C3 SHEET TITLE z THRU ACCESS TO REMAIN x �Pv OPEN FOR DURATION EROSION SEDIMENT �R.., . ,_� �s ', ��R of CONSTRUCTION CONTROL PLAN FILTER SOCK INSTALLATION J DETAILED PROVIDED BY FILTREXX ®® SHEET NO. S-4 C3 GRAPHIC SCALE: GSE0R0E �` ;2° MORRO,NMENTA-LIESIGN LLP I W2��SO F, SCALE: =20 1.29 CR� ° 900 Rowe 146 Clifton Pam NY 12065 (513)371 7621 edplip.com Im OVERALL LOT SCALE: 1" = 80' 0 I.P.F. (0.1'HIGH) cu L6 LU Ism z B � ® , N %1 HEMLOCK CEPS 12 / ®�_ 344 z 13 HEMLO K \` �- WOOD RAIL�ENCE OOD LA"FORM \ �h EMLOCK hRow " . Z @ CRUSH D STO 2/2 ® W ROOF DECK �J. 0 OVER BOAT HOUSE / OOD RAMP 24" /h^, �E3- WHITE I / Z PINE _ !� ? 6 7'� MA LE 354� 354 � ": 61 � DOCK �345 350 3 �!� L / f I O�J` 358 50 r 6E s 1 $ DEMOLISH EXISTING GARAGE, 2 I M / / I f r` ��� $ REMOVE FOUNDATION AND ® o // 0 L. J BACKFILL WITH CLEAN, � Q 3 I ko J p•,- Ill / GRANULAR SAND Jf f 4 Zgg 01 O 266 aV a0 � N FRgME 04,AO 35�` q�0 Z GARAGE ® M O S7?1C�Y l / ELEVA77ONN1SHED 360.000OR �N/ HOUSE I WOOD LANDING R �` 433' 0/ @ O & STEPS � 3 I ASPHALT @.,� M SURFACE �O O B BALK STONE P"AGNCHMARK: Rc WA o \ DATE: ..... z HOUSE FINISHED FLOOR p V. , w ELEVA77ON = 343.20 j C3 CONC. SHEET TITLE w STEPS CO/VC. NM 2/2 < .� 3oEP C. 27" WHITE W/(2) EXISTING y PINE GUYS CONDITIONS o N MAP RE>=ERENCE �° PLAN BASE INFORMATION TITLED "MAP OF A SURVEY MADE FOR ROBERT F. & MARY LOUR DUNTON", AS PREPARED BY VAN / P SHEET N0. V®2 pq DUSEN & STEVES LAND SURVEYORS, DATED MAY 22, 2012 a° �tl �P2 g,o,, gTDRA GF CjR7�AC�E. 21�^ I i Coax CtasFT tl'�„ - �eZcw UP— ■ �J1UN02`( e ' EN-TiL`Z ilt3H7H �PoN 0 f a•" - o j `�''' to o• f r e•• —1 I � I I \ 'DEN til, I ' L I/,tTGrkFN / z-� 7t' ts,7„ IZ �,t ep• 11 � rSTiNG �EDQCOR \ �bv6ZED�o4GN � � El / � 1 t / y ! DUNTotJ `CSYDENGE 1s F'weZ�rrav 18 7AILT11.9EVs Pva� ��PG2 S®ILS ANALYSIS — TEST PIT DATA MAY 18, 2015 — WATER SUPPLY WILL BE FROM THE LAKE THE POWER SUPPLY COMES TO THE SITE FROM EXISTING OVERHEAD POWER ON TALL TIMBERS ROAD. PARCEL DESCRIPTION: THIS 1.26+ ACRE WATERFRONT PARCEL IS AN EXISTING RESIDENTIAL LOT WHICH EXTENT OF UNDERGROUND SERVICE TO BE DETERMINED BY OWNER. . FOLLOWS A STEEP SLOPE FROM ROAD TO WATERFRONT. TEST PITS WERE EXCAVATED IN THE AREA OF 13 THE PROPOSED WASTEWATER DISPERSAL SYSTEM APPROXIMATELY 0 — 150' FROM THE LAKESHORE AND - SITE LIGHTING WILL BE TYPICAL RESIDENTIAL LIGHTING WITH BUILDING MOUNTED FIXTURES AT DOOR - , `�' LOGGED BY DENNIS MACELROY, PE. THE SOIL LOGS OF THESE EXCAVATIONS ARE A5 FOLLOWS: ENTRIES AND POST LIGHTS FOR DRIVEWAY AND WALKWAY AREAS. ALL LIGHTING SHALL BE "DARK SKY ram TEST PIT #1_ — NORTH SIDE OF GARAGE, WESTERLY PIT PERCOLATION TESTS STANDARD" COMPLIANT PLANTINGS AROUND THE RESIDENCE WILL BE TYPICAL OF A RESIDENTIAL LANDSCAPE R()� RAff Ms� 0 2" LOAMY TOPSOIL PERCOLATION RATES FOR THE NATIVE SAND MATERIAL WERE iN THE DESIGN RANGE OF 3 TO 5 MINUTES PER PLAN AND WILL BE DETERMINED BY THE OWNER AND LANDSCAPE CONTRACTOR FOLLOWING CONSTRUCTION OF � ° �_qlm , - nu 2 56" MEDIUM SAND (FILL MATERIAL), LIGHT BROWN INCH. THE ADDITION. REFER TO NOTE REGARDING SHORELINE BUFFER. 56"+ REFUSAL — LEDGE 900 Route 146 Clifton Parka NY 12065 NO OBSERVATION OR INDICATION OF GROUND WATER (513)371-7621 edplip.c®m TEST PIT #2 NORTH SIDE OF GARAGE, EASTERLY PIT JO //N EL p - 4" LOAMY SANDY TOPSOIL GRASS DEPRESSION #1 4 - 36" MEDIUM SAND - FILL MATERIAL, LIGHT BROWN SEE DETAIL CLARUS FUSION 800 6" PVC TO PENETRATE 36"+ REFUSAL — LEDGE I.P.F. ETU TANK. SEE DETAILS THROUGH WALL (0.1' H—IG--Hr INV=343.80 NO OBSERVATION OR INDICATION OF GROUND WATER 1000 GAL PRECAST CONCRETE PUMP TANK 2" PVC SDR-21cu RAIN GARDEN #3 ?'6 5, �,0 3g2 3 5E nP STANDPIPE FORCE MAIN L6 SEE DETAIL / N_ > � E12- MLOCK RAIN GARDEN #1 z GUTTER TO cdnlC. ;' : _ SEE DETAIL DOWNSPOUT ' 12' l ;' >°c": >.,>..<. e STEPS HEMLO K '`:; : WOO: 6 .`1'."::��`;•`,u:.^:'.t„.t.•:.;;.:.;.. r. :' oe RAt <NCE HEMLOC/C`hhRO <�r � W C %\ I ROOF DECK 000 RAMP A,' ®® OVER BOAT HOUSE / 24" 1 _ 1.75 ® {,� W `4..'` '• LE 354-"--) 35., DOCK I j a 6 358-"' / �0�� 35 u (U Wi ADDITION RAIN GARDEN #4 z I M =343.20 e SEE DETAIL ° M / > h y •s� ;, - s o 'UU ® ? GUTTER TO DOWNSPOUT e eo NEW �AR Q o ® TO BURIED PVC PIPE, tF= 42 0 - ' 9• � SIZE PER ARCHITECT �� A M z Chi a 2 STORY .f j� o �� 71N a, W O Y ' " moo '. a y H�� O I/ °o ASPHALT =t � y / ' 1`�• o° ` ..� FACE R (� J�''"" WASTEWATER ABSORPTION '`:;Y -"`• o o STONE° ° WALL BED — 600 SF o °�� ° O Em HOUSE FINISHED FLOOR °uo V ELEVAT70N = 343.20 J /gyp CURTAIN DRAIN DATE: NOV. 15, 2017 L IL NM 212 C3 2 " WHI RAIN GARDEN #2 W1(2) SHEET TITLE z NE SEE DETAIL / 8 GUTTER TO GRADING AND / DOWNSPOUT 6" STANDPIPE � e n UTILITY PLAN P' GRAPHIC UTILITY o ®® � A/a EXISTING RETAINED ®® [)AYLIGHT 6" PVC FROM - a PLANTERS TO REMAIN PAIN GARDENS WITH a f�IP—RAP STABLIZED OUTFALL zo ° zo 99 9 \ SHEET N0. S-3 � SCALEa 1 =20 C3 TOV OFQae4 Ed HILLU Z3 lo.. rnn 7Fr� CoN6V£R LpN � 9TArQS G41��F- E7IISTIN( G¢�' $'O-&Taw"6 SO'LAK7-SEaa"k VALL �ORTN�.LEVATioW �unr�oN REs�oENc_� --pop �OQ'Cw �C4 �/RTtO N E'3 ERQ.!ECT DESCRIPTIQN DUNTON RESIDENCE, 18 TALL TIMBERS ROAD ' y F4�Pp • � +h� THE PROPOSED PROJECT INVOLVES SITE IMPROVEMENTS AND REVISIONS/ADDITIONS TO THE EXISTING GRAPHIC SCALE: � �E 4 RESIDENTIAL STRUCTURES LOCATED ON A 1.29-ACRE PARCEL IN THE WATERFRONT RESIDENTIAL (WR) , � 3ti ! i�71. DISTRICT ALONG LAKE GEORGE. AS THE PROJECT WILL INVOLVE A SIGNIFICANT RENOVATION AND y, ADDITION TO THE PRIMARY RESIDENCE, THE PROJECT WILL INVOLVE THE USE OF THE EXISTING 0 `r 20 0 20 a f° DETACHED GARAGE/BEDROOM BUILDING. ON A TEMPORARY BASIS THIS EXISl1NG LIVING SPADE WILL 0 � ALLOW THE OWNERS TO RESIDE ONSITE WHILE THE PROJECT IS UNDERTAKEN. UPON COMPLETION OF SCALE: 189=20' THE PRIMARY RESIDENCE RENOVATION/ADDITION AND BEFORE A CERTIFICATION OF OCCUPANCY IS LOCAJECT TION a x a AWARDED, THE EXISTING GARAGE STRUCTURE WILL BE TORN DOWN AND THE AREA USED FOR THEENVIRONMENTAL DESIGN ua cssazc� r s \`. DISPERSAL AREA OF THE REPLACEMENT WASTEWATER SYSTEM. PAR THE REPLACEMENT WASTEWATER SYSTEM AS DETAILED ON THE UTILITY PLAN WILL BE CONSTRUCTED N ° j�`� l 4 `8 �;" j TO SERVE THE EXPANDED RESIDENCE. AN ENHANCED TREATMENT UNIT (ETU) WILL BE USED TO 25 ¢ 900 Route 146 Clifton Park,NY 12065 PROVIDE A MORE HIGHLY TREATED EFFLUENT FOR DISPERSAL TO THE BED AREA. THE STORMWATER z3g16-�- tj MANAGEMENT SYSTEM WILL ALSO BE CONSTRUCTED TO HANDLE RUNOFF FROM THE NEW IMPERVIOUS (518)371-7621 edpllp.cQm AREAS. WATER SUPPLY WILL BE FROM LAKE GEORGE WITH A CONTINUATION OF THE USE OF THE EXISTING SUPPLY PIPING. 1 4a. SITE L®CATIC)I� TAX PARCEL. SCALE: 1" = 2000' ENTRY PORCH SCALE: 1" = 500' z N COVERED PORCH PERMEABLE PAVER a > �� DRIVEWAY z° 6 CONVENTIONAL ASPHALT MEN COVERED PORCH ®® / ✓g�� DRIVEWAY WITH 1 FT -q WITH STEPS o " 12" WING CURB z 72'• 1 "�` ,' HEMLOCK 44 y Ps HEMLO K ®® WOOD RAIL '�� o PROPOSED WALKWAY FROM NCE �� tiEytocK UPPER PARKING TO W W R NEW DRIVEWAY 1A LL 0 Z, o / / 2 2 1- ROOF DECK DO RAMP �ry t / 33 /// z OVER BOAT HOUSE 24" °> I / k j/. W A lI WHITE 1' FINE / 1 �:. ® ® Z T, J MA LE 354---� 3�4 ® 'A H j N DOCK ' 3.:&<.'� .'i' . ((� co Z ® � N 3 `< r 35&— 387' 3g6 z ® O ci to z ADDITION � m a U � � //IF=343.20 Z M e o I 37 �NEIN AR QE \3S W wW LV N GF=342. 0 o O.. \ m W z h ' _ o o / y�� ® E3 ® u. J ® Q f O o •' ® J 9 C y h U Q 2 STO y ° F' 2 SR/CC / o ASPHALT A �S pq SURFACE pq h H BENCHMARK: STONE DATE: NOV. 15, 2017 w O WALL Ld HOUSE FINISHED FLOOR T ELEVAT70N = 343.20 �j / O SHEET TITLE iz /� PROPOSED NM _y 27PINE/TE W1 (2)2 SITE PLAN MAP REFERENCE I \ GUYS \ U BASE INFORMATION TITLED "MAP OF A SURVEY MADE FOR ` cV NEW ADDITION v �. � ROBERT F. & MARY LOUR DUNTON", AS PREPARED BY VAN P �� DUSEN & STEVES LAND SURVEYORS, DATED MAY 22, 2012 / ' / �Q� i_, SHEET N0. S-1 o� P of t t 1 t ReoF UFtp.J ' F BLS � - , O � 3x'o" CIOSEs � , t t I i 54 -y s 40 o � t I 1 i S1b486 E AawN / ' � t Po v Bxuw Irv- CIDSEC lu1Ft! \ o l S• t O�6taTo \ ---- ---- - --- ---- P>EDp�ooty Q CvL'rmz.oM t ❑ ❑ t El gVaT=Y _ 1 - I I BEDeooM t \ t Rooa�et.w � •++3 t t � L qo 0 1 � t ------------ -----` y�VNTO►J REsyvFNCE .w.e:`l•1"n1 nvmovmev: a°wHsrDM - - - --- -- - - n:L1-8 17 .Qo Z No VLoov 8 TALL TIM$E21 l'opv �� z t i 3 DISTURBANCE AREA: DRAWING INDEX. N PROPOSED DRIVEWAY ADDITION PROJECT DESC TIOK UEENSBURY BOARDS IN OCTOBER 2017. IN OLD ASSEMBLY POINT ROAD = 735tSF SHEET * \ PROJECT WAS APPROVED BY THE Q AREA OF DRIVEWAY FLOWING THE DUNTON RESIDENCE PR ACCESS DRIVE, CONSTRUCTED TOWARDS 0 �# N WITH THE SITE CONTRACTOR IT WAS SUGGESTED THAT A NEW ACC DE A SHEET TITLE © CONSULTATION FROM IT'S FRONTAGE ON OLD ASSEMBLY POINT ROAD, WOULD PROVIDE \: THE DUNTON PROPERTY D. IT IS FELT THAT AREA OF DRIVEWAY FLOWING — NUMBER s \ , WITHIN DEEDED ACCESS FROM TALL TIMBERS ROAD. TOWARDS TALL TIMBERS ROAD — 5.4�5 SE SITE THAN THE EXISTING D _ ER ACCESS TO THE S _ � $ BETTER D BE LIMITED BY THE EXISTING TALL TIMBERS RD. WHICH 6,230t SF CONSTRUCTION EQUIPMENT AND TRUCK ACCESS WOULD TOTAL AREA OF DISTURBANCE x GARAGE ON THE NEIGHBORING (BROTHERS) 1 SITE PLAN s3 IS RESTRICTED BY THE EXISTING ALIGNMENT AND AN EXISTING Uj PROPERTY. A DIRECT PRIVATE ACCESS DRIVE, AVAILABLE DURING CONSTRUCTION, WILL BE MUCH LESS NEIGHBORHOOD AS THE EXISTING DEEDED ACCESS (TALL TIMBERS RD.) IS SHARED BY 2 DRAINAGE PLAN & _ DISRUPTIVE TO THEN \� ..� `\ •• F��„� � � ♦` �\ .�:: THREE NEIGHBORING PROPERTIES. IT MUST BE NOTED THAT THE EXISTING ACCESS EASEMENT VIA TALL TIMBERS ,a rk3 RD. WILL REMAIN IN PLACE AND IN USE. THE PROPOSED DRIVEWAY WILL SERVE A WORK ROAD DURING 3 DRIVEWAY PROFILE AND DETAILS T AND WILL SUPPLEMENT AC CESS THEREAFTER. AS PROPOSED, THE r CONSTRUCTION OF THE RESIDENCE PROJEC DISTURBANCE IS 6,230 SF. THE ACTUAL DISTURBANCE AREA OF THE ORIGINAL DUNTON ADDITIONAL AREA OF S OR STORMWATER SYSTEM m R Y RESIDENCE PROJECT IS 8,600 SF (NOT INCLUDING WASTEWATER SYSTEM AREAjX SITE PLAN (with revised area of - - ` 4 , ' € AREAS). THE ADDITION OF THE PROPOSED DRIVEWAY AREA, AS SHOWN ON THIS DRAWING, BRINGS THE TOTAL _ 1 ) NEW IMPERVIOUS AREA OF THE GRAVEL SURFACED S 4 Vie\ AREA TO 14,830 SF. STORMWATER MANAGEMENT FOR THE E WILL BE ACCOMMODATED BY A CONTINUOUS INFILTRATION TRENCH ALONG THE NORTHSIDE OF THE disturbance) o ti x DRIVE R THE DRIVE WILL SHEET DRAIN TO THE STONE LINED TRENCH PROVIDING THE REQUIRED \ DRIVEWAY. RUNOFF FO STORAGE VOLUME FOR THE DRIVEWAY AREA BASED ON THE FOLLOWING N TOWN OF QUEENSBURY Q r N STORMWATER RUNOFF DRIVEWAY LENGTH -363 LF DRIVEWAY WIDTH -10 LF O . cvi \ \ TOTAL SURFACE AREA -- 3,630 SF RUNOFF VOLUME BASED ON 1.5 GAL./SF = 5,445 GALLO NS N M STORAGE VOLUME PROVIDED N INFILTRATION TRENCH LENGTH - 363 LF Z Q Q rt x \ z \ z z TRENCH WIDTH - 30" TRENCH DEPTH - 24" VOID SPACE - 40% STORAGE VOLUME -363 LF X 2.5'X 2.0' 6 CF X 0.40 = 72 < CO 726 CF X 7.5 GA L/CF = 5,445 GALLONS W z z U_ ��� �\` �.. 1 a\ 'c\z .S.r ,3 x •tr x. �.. .ti\� a0°: � 'ate:,::, \x `�1\� `\��\`��`��\` �� \" >�S. ? � �` � ,ate i�i:, `� \F x ,.<�� �\�,� �`x`� �i� �: • SITE LOCATION MAP O SCALE: 1 " = 2,000' I J ii / O f 4 > Z LANDS OF �/ Q I, LL Q W I �t /�f % JOHN BROTHERS I O m Z i 0� I) NOEL C. BROTHERS i Z � � W Z I l=t i` ya i i W W W O 11 Ili q,('1� it. # ? } ..7ep'•••.lt ,. 41 '' .'`'f~ \,_,�4.8 •^O / 'I 1 1 _j O JJ �, 1 li Uj i J Z c: #�' \ \ l j AREA OF DRIVEWAY �A DISTURBANCE FLOWING i R TOWARDS TALL TIMBERS OVERALL PROPOSED AREA I �j_ j( ,..----- - T —Y1 `` ER s A OAD= 95f SF OF DISTURBANCE=6,230t SF i 0� O r� i �I Y R 5,4 VV TAB RIG �I h) , T) r `- - i` _ i _ �'�P _ ,i DRAWN BY ... l � _ DBR f... i { _ : .S7` , f \ " -' �!"-•+ HECK BY DM Ij f I 1 �O ! ! >✓ -'- � i S 1, �� \ j EDP PROJECT NUMBER 50012 V ,. _.�-�. -,v..-R t t1 ;f -'� J"� "x `� 5O ' ' THE AL7ERA170N OF THESE DOCUMENTS IN ANY WAY, /,, C• j€ UNLESS DONE UNDER THE DIRECT SUPER VISJON OF A f..: .. V _.. 111 COMPARABLE PROFESSIONAL. (1.E. ENGINEER FOR AN j _ 6 1 +7� ~• t'� ..-�.� �`•'-'1 ENCINEERB LANDSCAPE ARCHITECT FOR I LANDSCAPE ,f f > `/ - ♦��i _ _... / ,`�.`�. 1 �I ARCHITECT OR SURVEYOR FOR A SURVEYOR 1S A b10LA770N / J > / i ._.J J, F`. r..". 1 .. • - -•\ ` _- , J ' 1 •r f•- j I I/ OF THE NEW PORK STATE EDUCATION LAW AND OR r _... -.----� + ' v 1 / ,yTO / •,' ! /. .'-....._ x ,..,�, -J` l• \ — ---. -• ♦. �- i \\ /` f M REGULATIONS AND/S A CLASS MISDEMEANOR-; f� ' •'•'` i ! /'1 \, ''' • ff. ___'.'.'ter _.._____.. �....-'\ _�^�� -'L..:' r / F`'\ I ""'`\..,,__ �; j / r J L >�. ?� — �` REVISION DATE BY L-i.. / /f — — :. 2 .`\` ,\ / �\ \ , REVISED PLANS AS PER TDE COMMENTS 03/18/2018 DM i : f :\ / f i ( > i; ; /r r•h z:r V G f _ C _ \ _ 3 ..,..-- _... 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( { r I It/ I r !r # G'�RAGf f ✓ l �n `% ,�.., •'` \ s V m , � f i , i r r / f ;' /; 1f�; r •_\ -36 „ \ , 1 r ' .._ , J r F I I f III C 1 2 SrgRr ,'1' i - - � 1 - 37 \ / _ r ' . `♦\\` \.:, \ `�,� �"'- O , _.., O \ \ r D- k ^$ r ' / _ , , jj lr k`i' j ,y'10 \iv!" ..._ ' � \ . \ \ �) \\\ O �I I 1 i F,� tU OD I• i' r•. ♦ I r-� .\ )� J •,\ ~i L) O / 1 /J r Tl , Y( f ,_;' •___'._ :JJ, r ,.,..... r' r l \ o �! ,. \ ,\ \ t �... ,.,.,.__ ,,lOD ,i I� t `---_--� pflq�,�,' � ( , '" , { .-i j i., .•,.... ` v`� ^ �11 � tom`' - 1 ,�,� ..:\ \ ' \. rl^ i I \,.. .� N d '� 38C ..`\..._. f....._... ,\,..._� � � ,..` '\ ....\ N : t� , ♦ r , 1 r , , j '' ', , � i,, _,♦ ` t ,:' r\ "`r;�: r l�r I:- € t .,,_��._.. - � J;` -•-\:../ r'" `\!. �1 �� \ �' -•-...,.;�) � j \_l I I � t ' /` i \ t � � � 1 V '' � f:' i _. '_,r:�._.r, ,i ✓�r ,i \\r _ � , ) �� , , I 3�. - ` ' � :/ a ie ' ` i,l rj ': ♦f-,...,. ,t.r • — � t , Jam.—. ..�_... � Fr ` , , 1 v1 r r aL / r ,r .r 10, r 60 _. _. j pf �y • Cj Z. � � •1, m Mv. � 1 r � 1`� '♦v i / - ,,,-,� - v - � �. i -`- �i` lv,..:i^J t> �I \ 4, d i r Q V v A / o }5 �1 t j. V .i t r--,..-1 { .���.. '' - /--____ / _, - --- — - — ,' �.asv- �$. O w `- �90.. / "fLA 7s ' .�j�¢ \ t a r r/ f - ,•c- 'l V I/�/ ss2_`_ ,r .. , 1 .._ 7,73 � � � a �! AREA OF AY DISTURBANCEVFLOWING 3 TOWARDS OLD ASSEMBLY i POINT ROAD=735t SF 1 1 i SCALE: c LANDS 1 = 20' ' A L W A P NOT FOR cation CONSTRUCTION id 2 8 018 OD SHEET TITLE: 0 0 REC onin Administrator TOWN O� 41 QUEENSBURY MAR 2 7 2018 SITE PLAN i- TOWN OF OUEENSBUR` PLANNING OFFICE ~ } GRAPHIC SCALE SHEET: y z W W a i 20 15 10 5 = 20 40 80 zz G! (IN FEET) 3 1 INCH = 20 FT. e 00 s # Nil s s O Mal EXISTING 3A PAVEMENT /,�y'9ii r: �y J.g,�.' F� , §:z ,•,✓.. 4� LANDS N of 5 O'—0 k ,.,��,,,P.�,. EXISTING BROINERS NOEL c y 3 :: .... ... ............. .... .... ...... .............. .r.....: ..... ..: ..-... �. .. ....: .Y:9,Ri.., k x ... ..... a � GROUND 1. STONE SIZE - USE 2" CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 6 MIN. BER FILTER f�LOTH OUNTAB E-I N Z M LE - 50 FEET. (OPTIONAL) s � 1�1 � y�� � �� >~ `• � � 2 LENGTH AS EFFECTIVE BUT NOT LESS THAN 3. THICKNESS - NOT LESS THAN SIX(6) INCHES. PROFILE 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE ~ W Z INGRESS OR EGRESS OCCURS, TWENTY-FOUR 24 FOOT IF SINGLE ENTRANCE TO SITE. 50 -0 MIN. �r - . SAKE �° d 5 FILTER CLOTH WILL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE. L } ATTCN _ b SURFACE WATER ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES M Q SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED o 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO y Q sf.M*JL Sa Fr, ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN O t AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR ■r Z 14 SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH 2 EXISTING W r,/ Er F OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL BOARDS OR OTHER APPROVED METHODS. 12 M'" PAVEMENT 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT a Z ' '� ,-..' './ `}i sj // / § ��s .Y :. / y l - i,, rH y� 'fib", .�/,' n•,.e # 8{ Y ry „// / /�� y; /� •yr,,,, TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC r, s r,,,F;�; � / � ,•: ,, g;y, b �/, ,H,�, ,� � �.rr.,�,, __ TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF PLAN VIEW W saaeo , DRIPPED, WASHED OR TRACKED "` ANY MEASURES USED TO TRAP SEDIMENT ALL SEDIMENT SPILLED D i Na■:rs saw '4/? h y:i y,., SYMBOL ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. c N Q yy f 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. ° r jzl / •M� 's� �'i r b ,�� y / //S %/ � y ui LANDS N/F OF ARKLEY G MASiRQ JfL � ■ r;,,r / s a s � //s3� � 3� �` >� s � � s � /i$ �• '�nr` 'v // ,fir CONSTRUCTION SPECIFICATIONS W //.v✓ — ,� s 4 ,his- 3Yr STABILIZED CONSTRUCTION ENTRANCE — oc •,- T4�,�"" -� �s " r g G s �, `", Hii rriy y, ', .-YYy •sbb/ y �// �y b .H, 'y 3 .h: < ... �.- NOT TO SCALE Lo SITE LOCATION MAP OVERALL LOT MAP Q � W Q W SCALE: 1" = 2,000' SCALE: 1" = 60' J n' J Z � SOILS ANALYSIS - TEST PIT DATA I--I 0 CD a 0 MAY 18, 2015 `� Q PARCEL DESCRIPTION: THIS 1.26+ ACRE WATERFRONT PARCEL IS AN EXISTING MM RESIDENTIAL LOT WHICH FOLLOWS A STEEP SLOPE FROM ROAD TO WATERFRONT. w 14 TEST PITS WERE EXCAVATED IN THE AREA OF THE PROPOSED WASTEWATER ^ z N x DISPERSAL SYSTEM APPROXIMATELY 130 - 150' FROM THE LAKESHORE AND LOGGED BY DENNIS MACELROY, PE. THE SOIL LOGS OF THESE EXCAVATIONS ARE AS W W W 0 FOLLOWS: / M TEST PIT 1 - NORTH SIDE OF GARAGE, WESTERLY PIT / . # (0.1 HIGH) 0 — 2" LOAMY TOPSOIL / w 2 — 56" MEDIUM SAND (FILL MATERIAL), LIGHT BROWN - Z W 56"+ REFUSAL - LEDGE RELOCATE EXISTING 1,000 GAL INSTALL NEW SECTION OF H 0 a Lu W PUMP TANK TO " .,, yra. ..• , .q.,n. w . ....... .......... CONCRETE NO OBSERVATION OR INDICATION OF GROUND WATER »• - •- "' - _- ... • - :....... :. .... : a� 2 PE 4710 DR 11 FORCE � W RELOCATE EXISTING 1,500 GAL LOCATION SHOWN F-i CONCRETE SEPTIC TANK TO MAIN AND CONNECT TO EXISTING rn O y / LOCATION SHOWN ,ZR TEST PIT #2 NORTH SIDE OF GARAGE, EAST ERLY PIT - - z O v 0 - 4" LOAMY SANDY TOPSOIL ' M � F � WOC W 4 - 36" MEDIUM SAND - FILL MATERIAL, LIGHT BROWN12 36"+ REFUSAL - LEDGE RELOCATE EXISTING SEPTIC TANK, ' . \ HEMLOCK NO OBSERVATION OR INDICATION OF GROUND WATER CONNECT TO EXISTING BUILDING 1a�s- LATERAL AND INSTALL NEW 4" PVC poo 1 .� �__ PERCOLATION TESTS SDR-35 AT MIN. SLOPE TO HEMLOCK' Opp _ RELOCATED SEPTIC SYSTEM .00 PERCOLATION RATES FOR THE NATIVE SAND MATERIAL WERE IN THE DESIGN RANGE GONG. . 1 0o g ' WOOD RAIL FENCE OF 3 TO 5 MINUTES PER INCH. STEPS / oLLJ O / /' K RO 10 0° o w f1 NOTES: % \ 1. ALL MATERIAL TO MEET 2" HEADWITH WOODEN wooD Doti ORrS ED _ I\ 13 n PLATED / 00 '%% FILTREXX SPECIFICATIONS. STAKES PLACE 10' ON e _ 2. SILT SOXX FILL TO MEET CENTER ROOF DECK APPLICATION REQUIREMENTS. oAV 0VEr, BOAT HOUSE wooD RAMP 3. COMPOST MATERIAL TO BE 24.. -., rPi> FILTREXX SILT SOXX WHITES W �I DISPERSED ON SITE, AS / -L F j PINE ;' 34L7S -... DETERMINED BY ENGINEER. i AREA TO BE - � ' o 1 70" rs 1 WORK R - - p HEM1�cK AREA - NCP _:. . ....... _ t X� O 7 00 DOCK HE OC I _. 1 p o SECTI O / 11 I _ 1>< TdsN120. } r + PVC �l,F? 3ti �. i� __ - _ - HEMLOCK .... 1015 a0 co VIEW 2" HEADWITH WOODEN cE'. n•T 4 = - TAKES PLACE 10' ON S -- - /�2. N o S CENTER 0� r n e 2.70 / �- / ta8t / :, TP#1 / -OTP# I AREA 3 . .,� TO BE — LAKE ` _ _ ♦ P��� ;O ♦ / / PROTECTED OEORGE l - / 3 Zw FILTREXX o ,•ram' HU� 9° 1 ♦ ♦ // � o z SILT SOXX oo .�./' Oo / O og k - ° w U q o LAKE ELEVATION =319.1 00° Q o o y ° 14�3 0 p m 6.2'•� 0 w 0: =O FLOW IF BUILDING ADDITION IS ON PAD, r' oo ° a w �� mii a OO / .' • ° ° �� wN moo_ t\ EXISTING BUILDING SEWER TO REMAIN t F o / i ° • w o `"a '" —� IN PLACE BENEATH SLAB. IF BUILDING I °° / o ADDITION HAS BASEMENT OR CRAWLSPACE, _ o° a ° ° ° / o c `t CONTRACTOR TO COORDINATE SEWER / o p / o CD INSTALLATION WITH OWNER/ARCHITECT jjj o ° ° WORK I / 266' t 00sroR °° l N AREA / o p / N a AMA G qoo ° N/ A TOP OO OVERLAPPING Q SECTIONS VIEW ALTERNATING STAKE OPTION - -- / / o ° ° / f STAKE WATER SUPPLY FOR I $4 / o° / ° ° / A BENCHMARK, FORM SECTION I / l ' °° l ° ° ° ° a GARAGE FINISHED FLOOR / DUNTON RESIDENCE TAKEN �, 2 Q ° STp l O ELEVATION = 360.00 'a FROM LAKE GEORGE.. a I STUCCOYo° a 30.00 °0 °° ° ° Z ' / I V CLOSED END 1 ' 1 X °o ° o / / I 1 350.00 / woo�S NDING 0 X a ° 1Q3 Z d / 1878 h & ((yy44 PS SYTE ° °00 X °o 50 O0 ,° CUT D C N CT TO EXISTING z V I ° ASPHALT 0 4" BUILDIN S ER. INSTALL NEW __ SURFACE 01 ° ° O° " PVC SD �• AT J"/FT MIN. SLOPE cal w / �0 s 0 o°o° z / 0 J a 9 ' O 0-°00 STONE V _ g s 0 024 N w v v / BENCHMARK: --_ _ � / o o a � (2) 2'X2"X48 18" MIN HOUSE FINISHED FLOOR . /�ONC w �4C� ASP °0000 ° . ELEVATION = 343.20 HARDWOOD STAKES, y �� / / z WRAPPED TOGETHER "" -- _ I z WITH 16 GAUGE WIRE, �� / --� a 10' O.C. STEPS low a Q� 26 Of �/ / ♦Q /V . 12 W 1- 2"X2"X36" P � V� � Cp# � a d HARDWOOD �P V� CONC. Asa /�� ' �1 Z o STAKES, 10' O.C., CL �c�i / �P ♦ sus NM 2/2 Q W STARTING 4 p� 27" WHITE w/ (2) = U } , �O/ Gl / Q PINE GUYS 5' FROM ANGLED '� J `� ♦ ♦ C � • 1Q3{6 STAKES / � p W 0 a � . uQ o . . 0 z o t o W Q W } P•F / / . pogo / . a GRAPHIC SCALE J ti _... (1, //GH) 0O0O L O • Pv z II wLLI ^/81 4 7 41 "w � � P�Q o U o W / /L 10 a c zo 4o W r f FILTER SOCK INSTALLATION = vJ DETAILED PROVIDED BY FILTREXX INCH F SET) ' CH = 10 FT. 0 L�J i �Dv�.rcots R�s1��Nc� P B-17 SOU"TF4 F�EVDCCIoN f R TOP OF WALL OR EARTHEN BERM ELEV=338.00 45 MIL POLYPROPYLENEy, LINER AROUND VERTICAL PERIMETER WHEN RETAINING OVERFLOW WEIR WALL PRESENT ELEV=337.50 NATURAL STONE RETAINING WALL �I PONDING ELEV=337.50 (DESIGNED BY OTHERS) OVERLAP FABRIC APPROXIMATELY I 2'FROM TOP OF STONE 8 B IIII II 900 Route 146 Clifton Park,NY 12065 SLOPE �� ---- SLOPE (518)371-7621 edpllp.com BOTTOM OF GRASSED/STONE 1 III �II—II— �11 1- =11IIL—II�iI- " IL III SWALE SHALL REMAIN IITII�III_I�Iril Dill - 11=11 II 1111-11EiI�I II UNCOMPACTED IN ORDER �� �I II—IIIITI I II Ik MAINTAIN 3' MI �(� d _ TO PROMOTE INFILTRATION. VERTICAL SEPARATION 4 ELEV=337.00. IF STONE IS USED TO GROUNDWATER OR ° i SHALL BE CLEAN, WASHED #2 STONE NOTE SURFACE OF DEPRESSION AREA — IMPERVIOUS LAYER. 2'(TYP) WASHED#3 STONE L TO BE GRASS OR STONE, AS DETERMINED - ° BY OWNER. STONE SHALL BE 2'MIN. SIZE SURROUND AGGREGATE a WITH BEOTEXTILE FILTER FABRIC.GEOTEX 451 OR EQUAL P SHALLOW GRASSEDZSTONE DEPRESSION1"MIN 4 liiiiimm 4"PERFORATED PVC OR HOPE PIPE. SLOPING TOWARD DISCHARGE POINT AT 1.0%MIN NOT TO SCALE t'MINUA w CURTAINw w D NOT TO SCALE CL i \ 0 W i -RECOMMENDED SOIL MEOW MIX RAJ GARDEN ELEVATI61dS 6 II TYPICAL FOR RAIN GARDENS I.D. "A-1- -A-2" "A-3" -A-4" un 85X SAND (LESS THAN 5R CLAY CONTENT) #1 348.50 34B.00 347.50 344.00 In i IOR SOIL FINES I 2 351.50 N/A 350.50 347.00 INSTALLATON AVERSINES( '# / POROUS PAVERS AND ASSOCIATED SUBBASE SHOULD BE 5%ORGANIC MATTER INSTALLED TOWARD THE END ON THE CONSTRUCTION 'A tYPICN_ #3 339.00 338.50 N/A 336.00 yr DOWNSPOUT AS MIX SHALL BE FREE OF 57ONES, ROOTS. WOODY PERIOD. UPSTEMI CONSTRUCTION SHOULD BE COMPLETED DEBRIS AND ANIMAL WASTF- WITH A SOIL P INDEX #4 339.00 338.50 N/A 336.00 AND US FAZED PRIOR TO CONNECTION R POROUS PAVERS. W • POROUS PAVER AREAS SHOULD BE CLEARLY MARKED PRIOR ® } AI LESS THAN 30. (PER CENTER FOR WATERSHED TO CONSTRUCTION TO AVOID ANY SOIL DISTURBANCE AND > I I PROTECTION) SELECT NATIVE PLANTS(SEE LAKE COMPACTION DURING CONSTRUCTION. GEORGE FACT SHEET-RMN TVPCIAL MANTENANCE SCHEOULM SUBSURFACE AREA SHOULD BE EXCAVATED TO PROPER L I �S).PLANTING DENSE TO DEPTH.EXISTING SUBGRADE SHALL NOT BE COMPACTED OR BE 1 PER 4 SR MIN. SUBJECTED 7O EXCESSIVE CONSTRUCTION EQUIPMENT PRIOR LU kiI 6'S7NN�1 WffH Potl861M 1 STMYWIPE PER ACThM TO PLACEMENT OF GEOTE)MLE AND STONE BED. IF THETYPI - 75%HERBACEDUS GROUND � � 100 SF OF IRlJV Chi�71 AREA His BEEN COMPACTED DUE TO DISTURBANCE AND INTO R DOWNSPOUT TH STO COVER/PORENNIJL ELEV-A-3' L INTO RAIN GARDEN WITH STONE ENSURE THAT PAVER AREA IS CLEAN OF MONTHLY CONSTRUCTION EQUIPMENT LOADING DURING EARLIER STAGES a_ ■ APRON WNW REQUIRED 25X SHRUB DEBRIS OF CONSTRUCTION THE SUBSURFACE SHALL BE 12 0 V, TOP OF WALL t]JSURE THAT AREA DEWATE7t5 BETYf@! MCR7HLY AND AFTER STCIRMS DECOMPALTED AND RESTORED BY TILLING THE SOIL TO A EIEV-A-1. STORMS >O.A DEPTH OF 12 INCHES BELOW THE BOTTOM OF THE STONE W B'MIN.STONE BED WITH A CAT-MOUNTED RIPPER,TRACTOR MOUNTED ® W W W pE C TYPICAL PAIN GARDEN \7 DRIP EDGE UNDER ENSURE THAT THE AREA IS CLEAN OF MONTHLYUj WEIR u PER ARCHITECT DISC.OR TILLER. I I ROOF SAVE �-k.Z SEDIMENTS PLACE GEOTEXi1LE AND STONE BED IMMEDIATELY UPON m ■ t 0 MOW UPLAND AND ADJACENT AREAS,AND SEED AS NEEDED APPROVAL OF SUBGRADE PREPARATION. qq O IMPERMEABLE MEMBRANE BARE ARE5 FABRIC SHALL EXTEND AND BE SECURED AT LEAST 4 FEET y F 0 (POLY OR PVC WATT VACUUM SWEEP FREQUENTLY TO KEEP SURFACE TYPICALLY 3 TO 4 TIMES A YEAR Y OUTSIDE OF BED.THIS EDGE STRIP SHALL REMAIN IN PLACE r DNER)ON INTERIOR OF WALL UNi1L ALL BARE SOILS CONTIGUOUS 70 THE BEDS ARE ® ® C `- FREE OF SEDIMENTS As PER ARCHITECT STABILIZED AND VEGETATED. II INSPECT THE SURFACE FOR DETERIORATION OR ANNUAL A PLANTING SOIL MEDIA" SPAWNG ® ® f MIX 30"MIN DEPTH CONCRETE PAVER BY ETECHOQUAL C L TYPICAL FlLTER FABMc BETWEEN EDGE RESTRAINT JOINT FILL. BLOCK'PERMEA'OR EQUAL G C PAIN GAR. SOIL MEDIA&STONE INSTALL AND SPACE IN a WALL _ RETENTION REQUIRED WASHED STONE Y," FILTRATION ZONE ACCORDANCE S SPECIFICATION I I WALL A cr \ �` y WASHED "#1I STONE MANUFACTURES 4'WASHED E RAIN GARDEN/1-B'MIN. BEDDING LAYER:Ya WASHED CO � STONE(2-THICK) �, y \ •3" NON WOVEN GEOTEXTILE FABRICEXISTING r PROPOSED GRADE- FOUNDATION: ——`——' PLANS ®® 3/4'CRUSHED STONE(6"MIN) i TYPICAL a DATE: 2017 RWALL AS PER UN GARDEN �I=IIII,-I �=IIII=IIII= III. I � 26�IUSHED STONE(24"MIN) L _ _ f ARCHITECT 6'SOLID PIG SDR-35 1=IIII— B.DG.FOOTING (DESK-Nm BY AT i>:MIN.TO DISCHARGE III=II II WOVEN S AMO O FABRIC C OTHQS) AT BASE OF WNl.DAYLIGHT —IIII= III I SUCH AS AMOCO 2006 GRAIN SEPARATE OR DISCHARGE TO DOWNSTREAM FROM RAIN GARDRN/WALL RETAINED RAIN GARDEN.SEE MANS SHEET TITLE t SYSTEM 6'PERFORATED OR PACTFD SUBGRADE C PVC SDR-35 INFILTRATION RATE OF INEDIL INV-'A-4• NEEDS T 8E STORMWATER PERMEABLE PAVER SECTION DETAILS RETAINED N GARDEN SECTION E NOT TO SCALE F NOT TO SCALE C SHEET NO. S-7 9 P C A�1 yARIAN E REOU ST GRAPHIC SCALE THE PROPOSED IMPROVEMENTS TO THE DUNTON RESIDENCE WILL REQUIRE SEVERAL ,. „ VARIANCES PRIMARILY BASED ON THE PRE-EXISTING NONCONFORMING DESIGNATION OF THE t 102 ai , STRUCTURE. IT SHOULD BE NOTED THAT THIS RESIDENCE IS SUBJECT TO THE PROVIIQN OF THE QUEENSBURY ZONING ORDINANCE WHICH REQUIRES THE SHORELINE SETBACK TO BE 20 a 20 0 j` 50 FEET OR THE AVERAGE SETBACK OF THE DWELLING STRUCTURES ON THE TWO SCALE: 1$9=209 PROJECT Z _ If= � ADJOINING LOTS WHICHEVER IS GREATER 3 , . IN THIS CASE THE AVERAGE IS 54.2' INS � TEAp OF o LOCATION a ' \�� ���' D , O ,' � ��-" =� THE STANDARD SHORELINE SETBACK OF 50'. THE LAWFUL, PRE-EXISTING RESIDENCE IS c a,c CURRENT!Y AS CLOSE AS 37'. N , smpo UP. WE REQUEST VARIANCE RELIEF FROM THE PROVISIONS OF THE ZONING ORDINANCE AS a �1 � � SPECIFICALLY RELATED TO THE FOLLOW. 239.16-1_25 900 Route 146 Clifton Parr NY 12065 t ' F sll l;; V-1 SECTION 179-13-010 C CONTINUATION - EXPANSION OF o (513)371-7621 edplip.com �• NONCOMPLIANCE WITH THE MINIMUM y SHORELINE SETBACK RESTRICTIONS V-2 SECTION 179-4-010 G(2)(A) SHORELINE SETBACK 46.5' VS. 54.2'* *AVERAGE OF TWO ADJOINING PROPERTIES Rea ., \ a +_- I� V-3 SECTION 147-11 1(2)(C) INFILTRATION DEVICE SETBACK 45 VS. 100, \„, •e EARCEL--MAR „ . I.P.F. SCALE: 1" = 500' SCALE: 1" = 2000' (0.1' HIGH) V. PROPOSED INFILTRATION p o �6 DEVICE (V-3) J ) 9 PROPOSED EXPANSION OF /C., 3) r NONCOMPLIANCE (V-1) CK St1EPS 12" HEMLO K < WOOD RAtL j46 p h`E,t4LOCA-'hRO {.`, �Jry , f: _ J/; O _ }g ROOF DECK � OVER BOAT HOUSE OOD RiMP 24 A7"7 fk �_� _-_ _-_-_- : ::-.,. Wi-IITE •> SINE DOCK / .^.3A•S y..� 60 � r Y - a j f o PROJECT DESGRIPTiON - / <. 35t� 87 356' 109 Z DUNTON RESIDENCE ci NEV ADDITION 18 TALL TIMBERS ROAD ( o w I ®343.20 THE PROPOSED PROJECT INVOLVES SITE ° IMPROVEMENTS AND ADDITIONS TO THE A' NEW GAR ° RESIDENCE FOR ASINGLE-FAMILY HOUSE ti N w o �'' CF=r42.70 '.;••, s LOCATED ON A 1.29-ACRE WATERFRONT "' _ ` PARCEL OFF OLD ASSEMBLY POINT ROAD. THE OWNERS HOPE TO EXPAND THEIR a 26•6` 1 °g LAWFUL, NONCONFORMING STRUCTURE 0:(3 I WITH ADDITIONAL LIVING SPACE AND AN AREA OF PROPOSED og ATTACHED GARAGE WHICH WILL CREATE o ADDITION WITHIN 54.2' a �� 2 S7O ��; -'� ' ° A SAFER ACCESS TO THE RESIDENCE. A Hoc SETBACK (V-2) N I ° Hoc SETBACK 1 ; ``' ;` ,"' o REPLACEMENT WASTEWATER SYSTEM / � `� '• `',..,, ' ° EMPLOYING AN ENHANCED TREATMENT UNIT IS PROPOSED AS WELL AS SEVERAL / °° ,.•... a :.,.^ � z,.,tr. co e ., ASPHALT AREAS FOR STORMWATER MANAGEMENT, I o o SURFACE I.E. RAIN GARDENS, SHALLOW GRASS / h SWALE. THE EXISTING WATER SUPPLY BEAfCHMARiC: L— °o 0o O ALLE DATE: NOV. 15$ 2017 FROM THE LAKE WILL BE MAINTAINED IN HOUSE FINISHED FLOOR ` / oo USE. DUE TO THE EXISTING RESIDENCE ELEVATION = 343.20 BEING A NONCONFORMING CONDITION WE SHEET TITLE WILL BE SEEKING VARIANCES TO 0 S. '// o ADDRESS SEVERAL ZONING RESTRICTI N j j J/ NM 212 VARIANCE PLAN 27 PINE TE GU S2) MAP REFERENCE 0 BASE INFORMATION TITLED "MAP OF A SURVEY MADE FOR 04 ROBERT F. & MARY LOUR DUNTON", AS PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS, DATED MAY 22, 2012 Pcj o`'�� SHEET NO V®1 . I 30" FRAME AND COVER TO BE HEAVY DUTY PLASTIC FRAME AND PRECAST PLASTIC COVER ASSEMBLY BY POLYLOK RISER BY POLYLOK OR WAgMMINT BASIS OF GESIGN OR EQUAL EQUAL AS NECESSARY nX FLOAT BRACKET DESIGN FLOW: 5 BEDROOMS TO TOP OF TANK OR RISER SECTION. 5 X 110 GPD = 550 GPD 12' t ENHANCED TREATMENT ' PRECAST CONCRETE UNIT (ETU): CLARUS FUSION 800 ENVIROMMENTAL •� � PUMP CHAMBER (1000 GAL SEPTIC TANK) W/ 30' OPENING PAMEM11m, I.I.P. J TIMER OPTIONAL •�� BY UTOPIA ENTERPRISES OR EQUAL GUIDE RAIL PUMP SYSTEM: DUPLEX EFFLUENT PUMPS (GOULD MODEL 3885) cn OVERRIDE m SYSTEM FLEXIBLE BOOT IN 1000 GALLON CONCRETE PUMP TANK WITH TIME DOSE CONTROL g00 Route 146 Clifton Park,NY 12065 BY CONERY TYPE CONNECTOR MP) 00 A�LAQRAT MANUFACTURING PANEL ME RHOMBUS — IFS SERIES) D_ AOBE TO CONTROL PANEL (518)371-7621 edpllp.com -H AT HOUSE-SEE NOTE Ln -- K5 TO CLARUS TANK ABSOPRTION FIELDS: EACH PUMP WILL DISCHARGE VIA A FORCE MAIN TO A UNION � 4" PVQ AT 1% MIN• ABSORPTION BED FOR DISPERSAL. ABSORPTION FIELD WILL BE IN A g' X n DISCONNECT BED CONFIGURATION WITH AN AREA OF 600 SF (30' X 20' MIN.). 7w 4'f �_ Y4 TURN BALL VALVE DRAIN BACK _ DISTRIBUTION TO THE BED WILL BE BY SMALL DIAMETER (11") n VALVE FOR COLD CLIMATES _ AND SEASONAL APPLICATIONS I—III- LATERALS UNDER PRESSURE DISTRIBUTION. 0. 15'f I I—III MWA -— SEE OTE — I- BALL CHECK VALVE c TO DISTRIBUTION HEADER _ N 2" PVC FORCE MAIN =I I SCE-AOC I IF I II I TIMER I—I =I ENABLER `.. — FLOAT CRUSHED STONE BACKFILL TO z LU 0 SPRINGUNE OF PIPE (TYP.) CD LLj SUBMERSIBLE EFFLUENT PUMPS; 6" MIN CRU 0 SHED STONE III— NOTE: MODEL 3BB5 BY GOULDS PUMPS =I LEVELING FOUNDATION -ALL PIPE CONNECTIONS TO USE � OR APPROVED EQUAL i— — — III—�I PRESSURE FITTINGS IF m I�--_- - - - - - —I�IiIII�I= _ (-I 41 I I I I I I I I I I I I I I I I I UN IISRJ E I l l rI I I1 'I I I I I -III- DOSE MPANEL-SJE RHOMBUS OL PANEL TO BE A TIME SERIES OR EQUAL 0- -FLOAT SETTINGS TO BE DETERMINED X BY THE ENGINEER DURING WASTEWATER N W SYSTEM STARTUP i�° I DUPLEXlJ IT z W A NOT T❑ SCALE 1z, a ® sA vu N I Y+ w z Z W 4 aN z SMALL DIAMETER (1 ") PERFORATED ® ' �i PVC PRESSURE LATERALS FROM MM 2" PVC HEADER W 2 0 w FILTER FABRIC P q RETAINING WALL ® y Z (DESIGNED BY OTHERS) W W N LK (TYPICAL) 361.25 361.25 FILL SYSTEMS STANDARD NOTES: ::;....,,:•: 5m • Z 0A. IN THOSE CASES WHERE TESTS FOR HIGH GROUNDWATER DETERMINATION AND SOIL PERCOLATION AS PROVIDED FOR IN ® THE APPENDIX INDICATE THAT THE QUALITY AND DEPTH OF NATURAL SOIL IS INADEQUATE FOR AN INSTALLATION, A FILL — — ®Z z LL SYSTEM MAY BE UTILIZED, PROVIDED THE FOLLOWING SPECIFICA77ONS ARE MET. FINAL APPROVAL OF FILL SYSTEMS SHALL EXISTING GRADE 358.0 _ µ— _ I _ _ NOT BE GRANTED UN77L THE FILL IS IN PLACE AND THE SYSTEM EVALUATED ACCORDING TO THE ADMINISTRA77VE _ III _ I I—I((—III—III—III—III -III-III III—III—III 3' -III—III as PROVISIONS OF THIS ORDINANCE. _ —I 1 1-1 1 1-1 1 1- _—I I— —)I I I I—_I (= 12" THICK STONE MIN. —I I I—I I w B. THE DESIGN AND INSTALLA7ON OF A FILL SYSTEM SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS (3�4'-1" WASHED) _I 1 I_ I I 1 ® DA Z 0 -)I I—I I I—III—II -I I -1 DISPERSAL BED y 1) THERE MUST BE AT LEAST TWO (2) FEET OF NATURALLY OCCURRING SOIL (THREE(3)FEET WI7HIN 1000 FT OF LAKE I I—III—III I I 6DDt - 2 �/ GEORGE) OVER AN IMPERWOUS LAYER. ! - / I� III—III Q 2) THE MAXIMUM ALLOWABLE EXISTING NATURAL GROUND SURFACE SLOPE FOR BUILT-UP SYSTEMS SHALL BE TEN (10) = I ® L J PERCENT. -III—III 45 MIL POLYPROPYLENE EXISTING LEDGE 3) WHEN PLACING FILL ON TOP OF EXISTING GRADE, ORGANIC DEBRIS, INCLUDING LEAVES, ROOTS, AND OTHER PLANT iII—III—I LINER WHEN WALL ELEVATION=356f FORMS, SHALL BE REMOVED PRIOR TO THE PLACEMENT OF THE FILL AND THE NATURAL SOIL PLOWED OR SCARIFIED. — I I- IS PRESENT _I—III Ipq 4) THE SOIL USED FOR FILL SHALL BE WELL GRADED LOAMY SAND, OR WELL GRADED LOAMY SANDY GRAVELS AND -III- I CLEAN FILL IN ACCORDANCE Nl SHOULD CONTAIN A MAXIMUM OF TWELVE(12) PERCENT SILTS OR CLAYS CONTAINING NO ORGANIC DEBRIS OR NO III WITH FILL SPECIFICATIONS DATE: N OV. 15, 2017 w SOLID OBJECT LARGER THAN THREE(3) INCHES IN DIAMETER AND THE FILL SHALL BE ALLOWED TO STABILIZE PROVIDED ON THIS SHEET LJ NATURALLY FOR AT LEAST SIX (6) MONTHS OR BE MECHANICALLY COMPACTED. 350.0 I- (3 5) SUFFICIENT FILL MUST BE INSTALLED TO ENSURE A MINIMUM OF THREE(3) FEET BETWEEN ANY TRENCH BOTTOM AND SHEET TITLE z MAXIMUM HIGH SEASONAL GROUNDWATER. THIS SEPARATION MUST BE THREE(3) FEET WITHIN 1000 FEET OF LAKE GEORGE ix 6) ONLY ABSORPTION FIELDS SHALL BE USED AS THE LEACHING FACILITY IN FILL SYSTEMS. 7) A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE FILL SYSTEM IN THE UP-SLOPE DIRECTION AND OF WASTEWATER. 3 SUFFICIENT LENGTH TO DIVERT SURFACE AND SHEET WATER RUNOFF AROUND THE FILL SYSTEM. Z DETAILS _ 6) THE TOP OF THE FILL OVER THE LEACHING FACILITY SHALL BE CROWNED OR SLOPED TO ALLOW NATURAL SURFACE RUNOFF, AND SEEDED. Q C.I 9) SIDE SLOPES OF THE FILL SHALL BE GRADED TO A SLOPE NOT STEEPER THAN ONE (1) VERTICAL ON THREE(3) WASTEWATER SECTION HORIZONTAL UNLESS RETAINED BY A STONEWALL AS ORDERED BY ENGINEER. O J SHEET NO. S-6 a�a NOT TO SCALE c3 s __ EM:I LLJL-U �uNTbt�I �ES1beKGE W EST `��EvAT�oeV �$ TALI7jmSEPS,9oA-D E1