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HomeMy WebLinkAboutAs-BuiltFlPL zo 2a7 K,te l p S Ca t(f //a JIFF 49 213 FIF 4924 t 3na 0 Icut U""h' .... ...... 0 0 Connoct . . ....... 3\Y0 j iL FF 4925 O /V_1 1-10 FF 492G 3 Ung117proked (a p 00 _0 7) IvItairly M C ra( k n 120-11t to well dijacent property 93 0 CZP A/ Bench Mark P.K. Nail set in Survey Stake Elevation = 59.69 4. NOTES I . Th15Map and Survey have been prepared pU5uant to the `Rerjulation5of Connecticut Agencies Section 20-300b- I through 20-300b-20 and the, 5tanciarcl5 for 5urVOY5 and Maps in the State, of Connecticut" ast adopted by the Connecticut A550CIation of Land 5urveyor5, Inc. on September 2G, 19190. This 15 a Firstr5t Survey and conforms to a C1355A-2survey. 2. Reference Maps. Location of Right of Way of The Connecticut Light and Fower Company Across Property of Charles F. Gager Town of Montville, County of Now London, Scale I " 200' May 1947.11 Map Showing Lana Owned by r\*L ffeeci Mill Corporacion at r\itomaug Koa,-;l and Point Breeze Road in Montville, Connecticut, IG June 1975 5cale- 1 11=30', Gordon Beckwith, L.S. 3. Prior to con5truction the hOUSte and 5CFtIC 5y5tCM MIJ5t be staked by a licensed Surveyor. TI55t Hole, Data (9 Cove Road) WtnC55Cd byDCoughlin, UnG35 Health District TH 9-1 THIS - MAP AND SURVEY 1CONIf-ORM5 TO A CLASS A-2 51.,IKVFY AND 15 SUBSTANTIALLY Gh =z 2 0 ft r5 Of MY 41CORRECTTOT>—E KNOWLEDGE)4qb BELIEF. 20 50 Er.NQ. 12054 1.7 Graphic 5cale, Surveyor , S T David A. Kjn& Frofe55icCal Engineer and Land 5u NOT VALID WITMOUT LIVE 5TAMF 4 51GNATURE) 011- 1 0" Topsoil 1011-5311 Sandy 5ub5011 5311-G311 Fine Light Brown Sand G3"- 92" Compact Grey Stony Sand. M ot, -IL-. I i ng, or Ledge No Water, Mottling, or Leci,,je TH 9-2 10:50 18.75 011-811 ToP5011 8lf-201 Sandy Subsoil It /-I[ 2G _')b Fine Light Brown Sand 301- 8G" Grey COar5e, Sand. 8G1t-92" Compact Stony Grey Sand No Water, Mottling, or Ledge TH 9-3 711 011- 1 0" TOP5011 1 0l;-5311 Sandy 5Ub5O1l 5311_G3II Fine Light BroWn Sand G 3 II_ Compadt. Grey Stony Nand. 4 Bedroom House No 'vVa -L-, -_ r, Mottling, or Lecige, TH 9 -4 THIS - MAP AND SURVEY 1 CONIf-ORM5 TO A CLASS A-2 51.,IKVFY AND 15 SUBSTANTIALLY Gh =z 2 0 ft r5 Of MY 41CORRECTTOT>—E KNOWLEDGE)4qb BELIEF. 20 50 Er.NQ. 12054 1.7 Graphic 5cale, Surveyor , S T David A. Kjn& Frofe55icCal Engineer and Land 5u NOT VALID WITMOUT LIVE 5TAMF 4 51GNATURE) 01,_911 1 orsoll 911-4011 Sandy Subsoil 4011-58" Fine, _5anci 56"- 50' Grey 5ano;l, No Water, M ot, -IL-. I i ng, or Ledge Ferc Kate OCtUa!5 I " in 5.7 Min See Above Fercolation Data THIS - MAP AND SURVEY 1CONIf-ORM5 TO A CLASS A-2 51.,IKVFY AND 15 SUBSTANTIALLY Gh =z 2 0 ft r5 Of MY 41CORRECTTOT>—E KNOWLEDGE)4qb BELIEF. 20 50 Er.NQ. 12054 1.7 Graphic 5cale, Surveyor , S T David A. Kjn& Frofe55icCal Engineer and Land 5u NOT VALID WITMOUT LIVE 5TAMF 4 51GNATURE) I David A. -r\lmo, En& oring urveyn. ine 231 Old COChS rO d9 Quaker 'ilffl, ("I FT #I A5 5lidit Flan OT Fro'k y I CaiTI, y 0 n PT IF' 2 Time, Depth Time Depth I 0:3G 10.25 10:40 20 10:46 15-7511 10:50 14.75" 10:50 18.75 1 1:00 19.25 I I :OG 2111 1 1 2211 23.2511 11 1 0 23.25 I 1:2G 25.2511 1 1 :30 Gil I 1:3G 21 1 1:40 711 I :4G 1 1:50 28.75' Rate 1`/ 5 Min Rate 1 5.7 Min D051gn Criteria 4 Bedroom House No Restrictive Laver-- I Perc rate Le55 than 10. 1 Min/in Septic tank 1500 Gallon- GGO 5/ff Requirec! GG2.4 511-- Provided. OUTLET(S) TO LEACHING TRENCHES 7 FILTER FABRIC ss OVERLAP STAKES AT ROLL HIGH LEVELENDS TO PREVENT FLOW-THROUGH WOOD STAKE 10. D.C. MAY) OVERFLOW OUTLET EXCAVATED TRENCH TO NEXT TRENCH) TOE IN FABRIC 8', BACKFILL ANGUF STAKES 2'-0' MIN. Y' _A-Z AND COMPACT 10- TOWARD FLOWL111DcrSETH.LO. ELEV. 2- FLOW EC AL TO TOP OF + INLET I t LEACHING TRENCH 1'-0' MN. SEQ-110N SEC -1710N VILTER FABRIC FENCE CONCRETE DISTRIBUTION BOX NOT TO SCALE 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. 1. SET BOX LEVEL ON CONCRETE PAD OVER 12" THICK BASE OF COMPA= CRUSHED STONE FILL. 2. EXTEND DISTRiBUMON PIPES INSIDE BOX TO ALLOW FOR FLOW ADJUSTMENT. Inspection Opening Minimum 17" (optional) Minimum 17" Diameter Manhole Diameter Manhole Inlet 5" min. min. F outlet 3" min. Inlet 10" min. Outlet FilterBaffleDevice - Mid -Depth213RequiredLiquiJDepthConnection Capacity I 1/3 Required Capacity Length Not Greater Than 4 Times Width or Depth 6.9 50'et'lon __Fhrcuoh AYMAY 14 Typical ',30t tic Tank By Not to Scale THIS - MAP AND SURVEY 1 CONIf-ORM5 TO A CLASS A-2 51.,IKVFY AND 15 SUBSTANTIALLY Gh =z 2 0 ft r5 Of MY 41CORRECTTOT>—E KNOWLEDGE)4qb BELIEF. 20 50 Er.NQ. 12054 1.7 Graphic 5cale, Surveyor , S T David A. Kjn& Frofe55icCal Engineer and Land 5u NOT VALID WITMOUT LIVE 5TAMF 4 51GNATURE) I David A. -r\lmo, En& oring urveyn. ine 231 Old COChS rO d9 Quaker 'ilffl, ("I DRAWN BY: D.A.K. DATE: May 12. 2010 A5 5lidit Flan OT Fro'k y I CaiTI, y 0 n 51-1L ff-T 11', U M [5 Llf- R It Cove, Roaj _20 N /I I Iiontvi ''I c C o n mc::> is t u tF `11 0. DATE DESCRIPTION by1 REV1510N5 U, . I , VV,\-) D