The URL can be used to link to this page

Home My WebLink AboutSite PlanNOTES SEPTIC SYSTEM _ t 1. PROPOSED CONSTRUCTION TO CONFORM TO THE LATEST REVISION OF THE STATE OF CONNECTICUT PUBLIC HEALTH CODE. 23 Massapeag Point Road 5Ma sapeag N Montvitle, Connecticut 2. ELEVATIONS BASED ON INFORMATION GATHERED BY LICENSED SURVEYOR. 3. ENGINEER AND SANITARIAN WILL BE CONTACTED IF SOIL CONDITIONS OTHER THAN THOSE . ' i - \', \ PROPOSED RETAINING WALL - SHOWN ON PLAN ARE ENCOUNTERED AND WORK WILL BE HALTED PENDING REVIEW OF THOSE i , 'LLC, LC, t ' t , , Rpp Z. w \ \ TW.=11.10 CONDITIONS. NO DESIGN CONFLICTS O Qr N .UJ\ TING E RESWOVr 4. ELEVATIONS SHOWN REFER TOTHE INVERT (FLOW LINE) OF THE PROPOSED LEACHING 0 NO DESIGN CONFLICTS Q SYSTEM UNLESS NOTED OTHERWISE. N \. `._. " v` INT HALL BE SEALED WITH ASPHALT CEMENT. ALL PIPE ; y 4 ., S120 13'39"E_, 5. SEPTIC TANK CONSTRUCTION JOINTS S CONNECTIONS TO THE SEPTIC TANK AND DISTRIBUTION BOXES SHALL BE SEALED WITH A POLYETHYLENE GASKET ("POLYLOK" OR APPROVED EQUAL).-' ` \ , t 388.E y. 25'+ C6I EXISTING ENCLOSED PORCH6. SEPTIC TANK BAFFLES SHALL CONFORM TO TECHNICAL STANDARDS OF THE PUBLIC HEALTH. CODE. _. TO BE REMOVED _...j 7. SEPTIC TANKS SHALL HAVE AN APPROVED NON -BYPASS EFFLUENT FILTERAT THE OUTLET. 8. SEPTIC TANK SHALL BE TWO COMPARTMENT TANK WITH HEAVY DUTY STEEL HANDLES FOR MANHOLE ACCESS COVERS AND GAS BAFFLES INSTALLED AT OUTLET PIPING. TANKS TO BE WATERTIGHT. PROPOSED CONNECTION # \ / ..- 25 SETBACK i 3 j OF ENDS OF LEACHING \ ; C / J f 9, ALL PIPES DOWNSTREAM OF THE SEPTIC TANK SHALL BE 4" DIAMETER SDR 35 PVC ASTM D 3034. ALL PIPES UPSTREAM OF THE SEPTIC TANK SHALL 4 DIAMETER LU SCHEDULE 40 PVC ASTM D 1785 OR D 2665. NA ! $, OC-+(P. ti 7.00 7.[ 7.44 y ® 00 PROPERTY LINE ALONG Locatiu,% I ` I EXISTING DECK TO BE ' C rn 10. NO DEVIATIONS FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WitHOUT THE PRIOR , rn SHORELINE 160 ± I I .,.... /`-REMOVED ,... y Scale: 1"-1000' 0 2 PRPOSE HOUSEAPPROVALOFTHEENGINEERANDSANITARIAN. r, R.=16, 04ll j i T- o PROPOSED n. 11. EROSION AND SEDIMENT CONTROL MEASURES MAY BE SUBJECT TO FIELD MODIFICATION' -' _ 13 / ' 0 500 1000 2000 AS REQUIRED BY THE DESIGNENGINEER OR TOWN OFFICIALS TO INCREASE EROSION AND , ` - B.F,=7.p0 : . 1 I L®CATION OF to FUTURE POOL SEDIMENT CONTROL MEASURES. r 12. ALL FILTER FABRIC SHALL BE 1.5 OZ./YD. (ASTM D-5261), PERMEABILITY OF 1.0 SEC. \ ca,' t ASTM D-4491) AND A TRAPEZOID TEAR OF 15 LBS. (ASTM D-4533) OR EQUAL. `'.' ti - - -1 - _2.c38 -- -` ;i 5.5 /% , \ --e Mferencap. j 13. ALL DISTURBED AREAS SHALL BE TOP50ILED AND TURF ESTABLISHED. "KYLE CHAMPAGNE PROPERTY 23 MASSAPEAG POINT13.63 ROAD, UNCASVILLE, CONNECTICUT" DATE: OCT. 2009Ij 14. BASED ON AVAILABLE RECORDS AT THE UNCAS HEALTH DISTRICT, T- 14.25 NO SEPARATING DISTANCE CONFLICTS ARE PRESENT WITH WELLS, SEPTIC SYSTEMS i °}. 14.88 t , EXISTING WELL TO BE REtbIOVED BY: DAVID A. KING, PELS E N ADJACENT LOTS. I I - AND HOUSES O A 125.69'-" PER STATS HEALTH REGULATIONS 15. BUILDINGS HAVE NO GARBAGE GRINDERS OR LARGE TUBS OVER 100 GALLONS. A t . F $I 1 EXISTING WELL HOUSING TOcv _ -;_ BE REMOVED PER STATS 16. NO FOOTING DRAINS SHALL BE INSTALLED WITHIN 25' OF PROPOSED SEPTIC SYSTEM. ', t 1 P l am" T---- _ HEALTH REGULATIONS -- _ ----_- 17. LICENSED SURVEYOR TO STAKE SYSTEM, HOUSE AND WELL PRIOR TO START OF CONSTRUCTION. ` = I \ 27 - LICENSED SEPTIC INSTALLER TO DO SITE PREP. WORK. BENCH MARK TO BESET IN FIELD. ;.------- --- 2 /183.32' 18. NO WORK (OTHER THAN TREE CLEARING) SHALL COMMENCE IN THE SYSTEM AREA UNTIL { i ------ :--- 25' SETBACK `---- _Lu A SEPTIC PERMIT HAS BEEN TAKEN OUT BY THE LICENSED INSTALLER. + 00 0 t 19. STRIP INSPECTIONS SHALL BE DONE BY BOTH THE ENGINEER AND SANITARIAN. Z 110 ___ ---= .-----.75' WELL Wi SYSTEM SITE PREPARATION a 1< A MINIMUM OF 24 HOURS, BUT PREFERABLY 48 HOURS NOTICE SHALL BE GIVEN BY THE Co INSTALLERTO THE ENGINEER AND SANITARIAN BEFORE ANY STRIPPING IS DONE FOR THE PROPOSED 220 LF 48"X12" , . `" 36n. 7f ' SYSTEM. LEACHING GALLERY 25, 53 'VV x,., J, TOP OF GALLERY -9.30' IO .WORK WILL r J 2. THE LICENSED INSTALLER SHALL BE ON SITE DURING SYSTEM CONSTRUCTN I `'" PROPOSED 1250 GA LON = I N - u -_ BOTTOM OF GALLERY -8.30 PROPOSED WALL INV. 10.60 - i r:. BE STOPPED BY THE HEALTH DEPARTMENT IF THIS REQUIREMENT IS NOT COMPLIED WITH. ' ' SEPTIC TANK - INV.=8.80 .__ . _. 1 t 1! f a F - - . • : . h ,' :, 1 3 , 4 - _ ,:._ ` ; ; Y ..... 1 - tr i 1 (. ' vat\ { 3. NO SYSTEM IS TO BE BACKFILLED UNTIL THE SANITARIAN HAS GIVEN THE OK. THE OK WILL INV. IN-. 9.65 PROPOSED 45 LF 4 NOT BE GIVEN UNTIL THE ENGINEER HAS PROVIDED WRITTEN OR VERBAL COMMUNICATION INV our -9.40' SCHEDULE 40 PVC PIPE ASTM D 1745 / THAT THE SYSTEM IS INSTALLED IN COMPLIANCE WITH THE HEALTH CODE AND THEIR > ' DESIGN, OR WITH ACCEPTABLE MODIFICATIONS. \ SLOPE=1/4°/1' MIN. PROPOSED WELLPROPOSEDDBOX (3 TYPICAL) INV. IN=8.80' PROPOSED 19 LF 4" .._, , 3 Y _ CASING SHA BE EXTENDED INV. OUT=8,80' SDR 35 ASTM D 3034 PVC PIPE NO DESIGN CONFLICTS ABOVE EL V. 12 ESSEX CONCRETE PRODUCTS CO., INC. ESSEX, CT OR EQUAL COVER VIEW 1 L 1 3/4' 1/411 15.5= 4" 4" 4" INLET (1 HOLE) 1.5" THICK WALLS & BOTTOM) L _J 5.S" 3" INVERT 4" INVERT (TYP. ALL OUTLETS) 11" 5 OUTLET KNOCKOUTS, 2) 4" HOLES EACH SIDE, 1) 4" HOLE ON END OPPOSITE INLET INLET END VIEW SIDE VIEW DISTRIBUTION BOX DETAIL SCALE: NOT TO SCALE 23 MASSAPEAG POINT ROAD - SEPTIC DESIGN DATA 4 BEDROOM DESIGN PERC RATE = <10.1 MINS/INCH = 660 SF OF EFFECTIVE LEACHING REQUIRED 36"X18" TRENCH = 3.0 SF/LF MINIMUM REQUIRED TRENCH = 660 SF / 3.0 SF/LF = 220 LF TRENCH PROVIDED 55 LF 55 LF +55 LF +55 LF = 220 LF EFFECTIVE LEACHING PROVIDED = 660 SF MLSS CALCULATION: N/A DEPTH TO RESTRICTIVE LAYER > 60" MLSS NOT REQUIRED FROM BL INLET IW MANHOLE COVER TO GRADE SIDE VIEW SECTION) t SEPTIC TANK DETAIL SCALE: NOT TO SCALE DEEP TEST PIT DATA O PERFORMED BY: DAVID COUGHLIN SECTION REGULATION WITNESSED BY: DAVID COUGHLIN DATE: MAY 19, 2010 DIA. OF HOLE:. TEST PIT: 3TESTPIT: 1 0"-13" TOP SOIL 0"-13" TOP SOIL 13"-27" BROWN SUBSOIL 13"-34" BROWN SUBSOIL 27"-95" COURSE SAND & GRAVEL 34"-82" SAND & GRAVEL 1 1.17 82"-114" COURSE SAND & GRAVEL 1.43 MOTTLES: 62" MOTTLES: 63" GROUNDWATER: NO GROUNDWATER: 114" LEDGE: NO LEDGE: NO ROOTS: NO - ROOTS: NO RESTRICT 'VE: HA RESTRICTIVE: NA 20.0 18.0 16.0 14.0 12.0 10.0 8.0 6.0 4.0 2.0 0.0 0+00 PERCOLATION HOLE:2 SECTION REGULATION DEPTH: 36" EXISTING DIA. OF HOLE:. 6.4 MINIMUM LOT SIZE PRESOAK: 15 MINUTES 491885 SF* ELAPSED READING (INCHES) CHANGE (INCHES) TIME (MIN) PERC. RATE MIN/INCH) 10:45 28.5" - 10.52 34.5" 6.00" 1 1.17 10:57 38,0" 3.50" 1.43 10:59 40.0" 2.00" 1.00. PERCOLATION RATE: 1,27 MIN./INCH 29.17'E, 38.60'W 1+00 01+10 01-+-20 SECTION A -A LEACHING SYSTEM CROSS SECTION LOOKING NORTHEAST)- SCALE: ORTHEASTSCALE: 1"=4' 20.0 18.0 16.0 14.0 12.0 10.0 8.0 6.0 4.0 2.0 00 01+30 R-120 RESIDENTIAL ZONING REQUIREMENTS TABLE SECTION REGULATION R-120 REQUIREMENTS EXISTING PROPOSED 6.4 MINIMUM LOT SIZE 120,000 SF 491885 SF* 49,885 SF* 6.5 MINIMUM FRONTAGE 200' R.O.W.* R.O.W.* 6.6.1 MINIMUM FRONT YARD 60' 122.88' 125.69' 6.6.2 MINIMUM SIDE YARD 251 29.17'E, 38.60'W 4112'E, 33.56W 6.63 MINIMUM REAR YARD 60' 211.16' 183.32' 6.7 MAXIMUM BUILDING HEIGHT 35' 35' 35' 193.1 MINMUM PARKING SPACES 2 SPACES/DWELLING 2 SPACES 2 SPACES EXISTING NOT CONFORMING Subiect Parcel Infor M-ation OWNER: KYLE CHAMPAGNE PARCEL ADDRESS: 23 MASSAPEAG POINT ROAD, UNCASVILLE 015382 MAILING ADDRESS: 23 MASSAPEAG POINT ROAD, UNCASVILLE 015382 M/L: 34/66 DEED: VOLUME 541 PAGE 842 AREA: 49,885 SF = 1.145 AC FLOOD ZONE: ZONE X, AE (EL 12) PER FIRM MAP # 09011C0354G FENCE LINE EFFECTIVE DATE: JULY 18, 2013 FILTER FAB 6" MIN. COVER 2.. MIN. 12" 4" PERE. PIPE APPROVED AGGREGATE "- 48" TYPICAL LEACHING TRENCH CROSS SECTION I SCALE: 1"=2' s I? n W M n qv L -I= u 7-1-" DESCRIPTION JUN -7 2016 JUJ EX. IP / REBAR By Legrend EXISTINGISNG SYMBOL DESCRIPTION PROPERTY CORNER EX. IP / REBAR a UTILITY POLE W/ LIGHT STONEWALL FENCE LINE WATER VALVE OVERHEAD WIRES PROPERTY LINE ADJACENT PROPERTY LINE INDEX CONTOUR CONTOUR INF -1 WETLANDS BOUNDARY/FLAG MEAN LOW WATER LINE MEAN HIGH WATER LINE HIGH TIDE LINE COUNTY JURISDICTIONAL LINE EASEMENT LINE ZONE LINE NOW OR FORMERLY CATCH BASIN TYPICAL SPOT ELEVATION DRILL HOLE POINT OF BEGINNING TP 1 TEST PIT UTILITY POLE MANHOLE PROPOSED SYMBOL DESCRIPTION SF SILT FENCE W WATER SERVICE SANITARY SERVICE X 18.30' SPOT ELEVATION INV. INVERT GAL. GALLON SCHED. SCHEDULE HB C-1 HAY BALE BARRIER P1 PERCOLATION TEST