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Home My WebLink AboutPlan & SewerC) Q O D O U N/E JEI=I=ERY J. HUTCHIN50N * JENNIFER V. GILL115 N/E STEVEN A. * CAREY A. 5CARPA FROFFK_Y CORNER LOCATION LINE FSTABLISt1ED BASED ON FIELD 160' FROM MONUMENT FOU IND AND t'ELD LOCATIONS OF WALL FROM 12/200 1 - AT END OF NOT HERLY LINE OF "'NALL. EXISTING WALL SHOWN ON 1 927 MAP S83 @ 1~ 11 G2.001 4GG Froposed three Bedro-ik1 : o Frame Dwelling 40G -" N ! ` N Garage FF = 400. ! G � ! - 404401 � 402 2-. 40 aec 4 _ �3, C 6 k- 400 N/l= 111 {Dztst Free Surfacj PT) J05EPH MEDELLIN 40 -... ; .TP#F 398 - 0- B[ACH LANE N/F J05EPH F. * MICHELE TYCz Inch = 20 Feet 0 20 40 GO 80 In5pection Opening Minimum 17" (optional) Minimum 17" Diameter Manhole Diameter Manhole IrspectiZr ning Minimum 17" (optio Minimum min. 811 min.e -�- outlet h1Gltlet _,� ��"_ I (�"� -9" min �5'�iiiin: 101 min. Outlet liter Baffle 1 i -"- CSN LLL_ Device Ir�fet g_ 1_-L o" min. 1 O" tire. Outlet F er C L;affle , 1 l Device, The Montville Zon(n� Board of Ap ea15 Liquid Depth Mid -Depth 2/3 Reeluired Connection 15 not rendering a finding or Gone u51on Ivlld-D� th 2/3 KA Wty Liquid Depth Conn rtlo Capacity on the i55ue of owner5hlp of the R.O.W. I /3 ciuir 1 /3 Pec ulred Ca a Capacity Length qe!n&tNbthGreater Than tdth or Depth Sec Ion Throujohhh `-- T I TI'` Foucjh �✓� Ij_ _ . .I Tan INLET 2" ----_� EX15TING WALL 5110'JfN ON 1927 MAF PRC)PERTY LINE BA5ED ON FIELD PKOTECTIVE Bill 1-',IEK FOR PRO"OSL=i '-1TLL EDGE DI I',"YEMFNT DN PIN (SET) PG\A N/F EDWARD M. VI LK15H David A. King, FEL5 Engneerin�j Surveylna 23 1 Old Colchester Load Quaker lIlll, CT 3 6 I�L 14 �- OUTLET(S) SECTION 3 CONCRETE DISTRIBUTION BOX NOT TO SCALE 1. SET BOX LEVEL ON CONCRETE PAD OVER 12" THICK BASE OF COMPACTED CRUSHED STONE FILL. C-33 Si a n d 2. EXTEND DISTRIBUTION PIPES INSIDE BOX TO ALLOW FOR FLOW ADJUSTMENT. Not to Scale LEGEND - - --- Property Line Se`ba` Setback Line :50 PM Proposed Grades _ 100 Existing Grades sftience -- Siltfence Q Iron Pm O Drill Hole B[ACH LANE N/F J05EPH F. * MICHELE TYCz Inch = 20 Feet 0 20 40 GO 80 In5pection Opening Minimum 17" (optional) Minimum 17" Diameter Manhole Diameter Manhole IrspectiZr ning Minimum 17" (optio Minimum min. 811 min.e -�- outlet h1Gltlet _,� ��"_ I (�"� -9" min �5'�iiiin: 101 min. Outlet liter Baffle 1 i -"- CSN LLL_ Device Ir�fet g_ 1_-L o" min. 1 O" tire. Outlet F er C L;affle , 1 l Device, The Montville Zon(n� Board of Ap ea15 Liquid Depth Mid -Depth 2/3 Reeluired Connection 15 not rendering a finding or Gone u51on Ivlld-D� th 2/3 KA Wty Liquid Depth Conn rtlo Capacity on the i55ue of owner5hlp of the R.O.W. I /3 ciuir 1 /3 Pec ulred Ca a Capacity Length qe!n&tNbthGreater Than tdth or Depth Sec Ion Throujohhh `-- T I TI'` Foucjh �✓� Ij_ _ . .I Tan INLET 2" ----_� EX15TING WALL 5110'JfN ON 1927 MAF PRC)PERTY LINE BA5ED ON FIELD PKOTECTIVE Bill 1-',IEK FOR PRO"OSL=i '-1TLL EDGE DI I',"YEMFNT DN PIN (SET) PG\A N/F EDWARD M. VI LK15H David A. King, FEL5 Engneerin�j Surveylna 23 1 Old Colchester Load Quaker lIlll, CT 3 6 I�L 14 �- OUTLET(S) SECTION 3 CONCRETE DISTRIBUTION BOX NOT TO SCALE 1. SET BOX LEVEL ON CONCRETE PAD OVER 12" THICK BASE OF COMPACTED CRUSHED STONE FILL. C-33 Si a n d 2. EXTEND DISTRIBUTION PIPES INSIDE BOX TO ALLOW FOR FLOW ADJUSTMENT. Not to Scale ..Qra ..... , .. r.:^ �4' Mi1B/tNl TtBGO�S t I.:.._.:::-.: r CRUSHED STONE 48 -=- e 5ectlon Through' 5 -BOX 3 ONSTRUCTION ENTRANCE ANTI -TRACKING PAD NOT TO SCAB 1. CMR AND ME AWA BEFORE RACEINNT OF STIDNE. A GBOTO fLE o-tlt MY BE USED TO STAB UE POOR SIBKI W SOBS. 2 PROVIDE FOR POSNAVE MWMAGE OF SEDIMENT LADEN MATER THROUGH - SEormtr OR TO A SE'OBNEiTT BASIN. 3- MAWM ENTRANCE SO AS TO PREVENT TRACKING, OR RDNM OF SED*&"f ONTO PUBM Rf6NT OF 1MAY. FILTER FABRIC - I OVERLAP STAKES AT ROLL -i ENDS TO PREVENT FLOW-THROUGH I -� WOOD STAKE I (10' O.C. MAX.) EXCAVATED TRENCH j TOE IN FABRIC $", BACKFILL -------\ ANGLE STAKES 2`_0" MIN. AND COMPACT 1 10' TOWARD FLOW FLOW MIN. (T"FILTER FABRIC FENCE NOT TO SCALE 1. INSPECT BARRIER AFTER EACH STORM EVENT AND DAILY DURING PROLONGED RAINFALL. 2. REMOVE SEDIMENT WHEN IT REACHES APPROXIMATELY ONE-HALF THE BARRIER HEIGHT. Testhole * Percolation Data: Date of Percolation Test 4/24/08 Conducted by Dave Coughlin Witnessed by Bill Coughlin Presoak Time: 10:30 Percolation Test / Total Depth 54" Time Depth 10:4G AM 43" 10:5G 4811 10:59 50" 1 1:1 2 53" stabahzed at 1 .0 iw,h, n «.33 minutes Solis Test Data Recorded By David Coughlin R5 Witnessed By Bill Coughlin A-2 Maps t Surveys. on 4/24/0(5 Location: North of 8 Beach Lane, Oakdale, CT Test Pit #4 0-1 0" Topsoil 10-2011 Brown Loamy Sand 20-10 1 " Sand and Gravel Test Pit #5 0-811 Topsoil 8-3011 Brown Sandy Loam 30-102" Sand and Gravel Test Pit #G 0-911 Topsoil 9-4 1 " Brown Sandy Loam 41-891, Sand and Gravel No Mottling, No Ground Water, No Ledge for all Testholes DRAWN BY: DAK DATE: November 19, 2009 3 02-13-10 perc test added, zonln6i verbagc, added DAK 2 1 �_-2 -09 5011-s type added DAL, ,c, t F 2 This survey and map has been prepared in accordance with Sections 20-300b-1 through 20-300b-20 of the Regulations of Connecticut State kjcncies- Minimum Standards for Surveys and Maps in the State of Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Class A-2 Properly Survey. . This 15 a pre-existing non -conforming lot which is made up Of lots 05tabll5hed In 1927. Thls lot can be found on map # 108 and Is designated a5 lot # 116 in the Town of Montville Assessor's Office. 3. This lot can be found in the R-80 Zone shown on the Town of Montville'5 Zoning map. 1. Owner/Applicant: Joseph f. 4� Michele Tycz 8 Beach Lane, Oakdale, CT. reference Map: "Plan of Oxoboxo Lake 51te5l, Owned by Oxoboxo Land Company, 3 14 Thayer Bldg, Norwich, Conn., kale: 1 "=50', by Chandler * Palmer, Engineers, Norwich, Conn., July 15t. 1927." e5thole * Percolation Data: )ate of Percolation Test I / I G/08 � hour 'ercolation Test / Total Depth 2G" P fpr O Depth :50 PM 4" :00 7.75" G �tSF 1 1:50" 3:20 13.75" 3.30 15.7511 3:40 1 6.7511 ):50 17.7511 20 FT 10 FT* REAR: 50 FT 10 FT* MAX BLDG HEIGHT: 35 FT <35 FT ..Qra ..... , .. r.:^ �4' Mi1B/tNl TtBGO�S t I.:.._.:::-.: r CRUSHED STONE 48 -=- e 5ectlon Through' 5 -BOX 3 ONSTRUCTION ENTRANCE ANTI -TRACKING PAD NOT TO SCAB 1. CMR AND ME AWA BEFORE RACEINNT OF STIDNE. A GBOTO fLE o-tlt MY BE USED TO STAB UE POOR SIBKI W SOBS. 2 PROVIDE FOR POSNAVE MWMAGE OF SEDIMENT LADEN MATER THROUGH - SEormtr OR TO A SE'OBNEiTT BASIN. 3- MAWM ENTRANCE SO AS TO PREVENT TRACKING, OR RDNM OF SED*&"f ONTO PUBM Rf6NT OF 1MAY. FILTER FABRIC - I OVERLAP STAKES AT ROLL -i ENDS TO PREVENT FLOW-THROUGH I -� WOOD STAKE I (10' O.C. MAX.) EXCAVATED TRENCH j TOE IN FABRIC $", BACKFILL -------\ ANGLE STAKES 2`_0" MIN. AND COMPACT 1 10' TOWARD FLOW FLOW MIN. (T"FILTER FABRIC FENCE NOT TO SCALE 1. INSPECT BARRIER AFTER EACH STORM EVENT AND DAILY DURING PROLONGED RAINFALL. 2. REMOVE SEDIMENT WHEN IT REACHES APPROXIMATELY ONE-HALF THE BARRIER HEIGHT. Testhole * Percolation Data: Date of Percolation Test 4/24/08 Conducted by Dave Coughlin Witnessed by Bill Coughlin Presoak Time: 10:30 Percolation Test / Total Depth 54" Time Depth 10:4G AM 43" 10:5G 4811 10:59 50" 1 1:1 2 53" stabahzed at 1 .0 iw,h, n «.33 minutes Solis Test Data Recorded By David Coughlin R5 Witnessed By Bill Coughlin A-2 Maps t Surveys. on 4/24/0(5 Location: North of 8 Beach Lane, Oakdale, CT Test Pit #4 0-1 0" Topsoil 10-2011 Brown Loamy Sand 20-10 1 " Sand and Gravel Test Pit #5 0-811 Topsoil 8-3011 Brown Sandy Loam 30-102" Sand and Gravel Test Pit #G 0-911 Topsoil 9-4 1 " Brown Sandy Loam 41-891, Sand and Gravel No Mottling, No Ground Water, No Ledge for all Testholes DRAWN BY: DAK DATE: November 19, 2009 3 02-13-10 perc test added, zonln6i verbagc, added DAK 2 1 �_-2 -09 5011-s type added DAL, ,c, t F 2 This survey and map has been prepared in accordance with Sections 20-300b-1 through 20-300b-20 of the Regulations of Connecticut State kjcncies- Minimum Standards for Surveys and Maps in the State of Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Class A-2 Properly Survey. . This 15 a pre-existing non -conforming lot which is made up Of lots 05tabll5hed In 1927. Thls lot can be found on map # 108 and Is designated a5 lot # 116 in the Town of Montville Assessor's Office. 3. This lot can be found in the R-80 Zone shown on the Town of Montville'5 Zoning map. 1. Owner/Applicant: Joseph f. 4� Michele Tycz 8 Beach Lane, Oakdale, CT. reference Map: "Plan of Oxoboxo Lake 51te5l, Owned by Oxoboxo Land Company, 3 14 Thayer Bldg, Norwich, Conn., kale: 1 "=50', by Chandler * Palmer, Engineers, Norwich, Conn., July 15t. 1927." e5thole * Percolation Data: )ate of Percolation Test I / I G/08 'resoak I hour 'ercolation Test / Total Depth 2G" Time Depth :50 PM 4" :00 7.75" 10 1 1:50" 3:20 13.75" 3.30 15.7511 3:40 1 6.7511 ):50 17.7511 Testhole * Percolation Date: Date of Percolation Test 211 9/0h Presoak I Hour Percolation Test / Total Depth 36" Time Depth 12:22 PM 15.25" 12:32 1 G.7511 12:42 18.0" 12:52 19.011 1:02 20.0" 1:12 21.0" 1:22 22.0" tabalized at 1 .0 inch in less than I O. I minutes stabahzed at 1 .0 inch in less than 10. 1 minute:-,, ions Test Data Recorded By David Coughlin R5 /Itnessed By Dave King P.E./L.5. on I/ 10/08 .ocation: North of 8 Beach Lane, Oakdale, CT -est Pit # I )-1 5" Topsoil 5-38" Reddish Brown Sandy Loam 38-87" Sand and Gravel ter/ cobbles est Pit #2 (SECTION 7.4 - 7.7) )-511 Topsoil )-2411 Reddish Brown Sandy Loam 1 1,255 SF Sand and Gravel w/ cobbles est Pit #3 )- 1 011 Topsoil 10-30 Reddish Brown Sandy Loam 3G- 10211 Sand and Gravel w/ cobbles Flo Mottling, No Ground Water, No Ledge for all Testholes, )E5IGN CRITERIA FOR 3 BDRM HOUSE )5e 5 -Box Leaching System NO ML55 REQUIRED EKCOLATION RATE I INCH IN LESS THAN 10. 1 MIN. .)Y5TEM REQUIRES 495 S.F. OF EFFECTIVE LEACHING AREA. F955.1`./28.7 EFFECTIVE LEACHING CREDIT YIELDS 17.24 LF JSTALL 18LF OF 5 -Box SB- 13GX2G TO PROVIDE 5 1 G SF. SND 1 000 GAL SEPTIC TANK. IOU5E TO T ANK: SCHEDULE 40, 4" PVC PIPE 'ANK TO SYSTEM: ASTM D 3034, 5DR35, 411 PVC PIPE. 10 FOOTING DRAINS REQ. The soils on site fall within the Group I , ;W type 50115 as 115ted in Table 2405. 1 of the 2003 1.R.C. Septic System Design Elevations: House Outlet= 399 Tank Inlet Invert= 398.45 Tank Outlet Invert= 398.20 D -Box Inlet Invert= 398.0 Leaching Area Bottom Elev.- 395.0 ZONING COMPLIANCE TABLE R- 80 ZONE (SECTION 7.4 - 7.7) REQUIRED PROVIDED MIN LOT AREA: 80,000 SF 1 1,255 SF MIN LOT FRONTAGE: 180 FT 150.4 FT M i N YARDS: FRONT: PIZ,e tv njBedc} e"e 50 FT 10 FT's FRONT: - opstV;n� eDrve 50 FT 50 FT SIDE: 20 FT 10 FT* REAR: 50 FT 10 FT* MAX BLDG HEIGHT: 35 FT <35 FT Requesting a reduction in side, front, and rear yard setbacks and to Sieptic DC51cjn Prepared for J05e,ph * Michele Tycz TE-5-1,tD.ach, 1--anelOxciboxicli L t area. 5HEET NUMBED'. OF I C fl�