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Home My WebLink AboutPlanLEGEND PROPERTY LINE JOB BUILDING LINE BY. E.K.H. ANGLE POINT 0 IP FND IRON PIN OR PIPE FOUND MON FND MONUMENT FOUND 9 DH FND DRILL HOLE FOUND IP SET IRON PIN TO BE SET t BION SET MONUMENT TO BE SET U DH SET DRILL HOLE TO BE SET STONE WALL x WIRE FENCE SILTFENCE OR HAYBALES 500 EXISTING CONTOUR EDGE WOODS OR CLEARING AREA LOT 12 1, 659, C'2 SQ. FT. 38. 0 Cl ACRES r' i 524 imp REFERENCE: 5UDDIV1510N PLAN ALL5ON15 WAY SUBDIVISION PRE PAREDED D R KTT DEVELOPMENT, INC. CHAPEL HILL ROAD * fOK5YTM MONTVILLE, CONNECTICUT BOUNDARY 5CALE: I" = 100' DATE: 1/ 10/2003. GRAPHIC SCALE 40 0 40 60 I N FEET) I finch = 40 ft. TO MY KNOWLED(;E AND BELIEF, P115 MAP 15 SUBSTANTIALLY CORRECT A5 NOTED HEREON. THIS DRAWILJ +S NOT VALID 1,01LESS IT BEAR ANE ADCr;;ED (,R CICL`)RED INK SEAL AND i-Cll.ORED S!u]A TURF. F. I DATE ROBERT W HF-LL5TROM, L.5. #I 3G2G REVISIONS Z 0 57 p S 50o N ROB AND 32 M-AIIN STREET HEBRO\, CT. P.O. B X 497 COLUMBIA, Cl. 06?3 -0497 860) 2}3-9B53 DATE MARh23, 2005 6A AREA LOT 12 \d'F 1,659,012 SQ. FT. 38.09 ACRES 0 bo, N cp LOCATaEiL3LON .L.3.P SCALE: 1 " = 200' oo r IAP STANDARD NOTES 1. TH15 5UKVEY HA5 BEEN PREPARE) IN ACCORDANCE Ole 000 WITH 5ECTION5 20-300b- I THRU 20-300b- 20 OF THE KEGULATION5 OF CONNECTICUT 5TATE AGENCIE5 oelo< MINIMUM 5TANDAKD5 FOR 5URVEY5 AND MAP5 IN I THE 5TATE OF CONNECTICUT A5 ENDORSED BY THE A1 CONNECTICUT A550CIATION OF LAND 5URVEYOR5, INC. THE TYPE OF 5UKVEY PEKFOKMED 15 A IMPROVEMENT LOCATION MAP BOUNDARY DETERMINATION 15 5A5ED ON A RESURVEY OF PROPERTY AND CON'FORM5G' TO THE A-2 CLA55 OF ACCURACY. 2. TOPOGRAPHIC FEATUK15, IF 5HOWN HEREON,WERE PREPARED IN ACCORDANCE WITH CLA55 T- . HELLSTROM SURVEYING IMPROVEMENT LOCATION PLAN PREPARED FOR — DAVE CARLSON SHOWING PROPOSED HOUSE ON LOT 12 12 ALLSON'S WAY MONTVILLE, CONNECTICUT SHEET# I OF 2 i JOB GRAPHIC SCALE 40 0 40 60 I N FEET) I finch = 40 ft. TO MY KNOWLED(;E AND BELIEF, P115 MAP 15 SUBSTANTIALLY CORRECT A5 NOTED HEREON. THIS DRAWILJ +S NOT VALID 1,01LESS IT BEAR ANE ADCr;;ED (,R CICL`)RED INK SEAL AND i-Cll.ORED S!u]A TURF. F. I DATE ROBERT W HF-LL5TROM, L.5. #I 3G2G REVISIONS Z 0 57 p S 50o N ROB AND 32 M-AIIN STREET HEBRO\, CT. P.O. B X 497 COLUMBIA, Cl. 06?3 -0497 860) 2}3-9B53 DATE MARh23, 2005 6A AREA LOT 12 \d'F 1,659,012 SQ. FT. 38.09 ACRES 0 bo, N cp LOCATaEiL3LON .L.3.P SCALE: 1 " = 200' oo r IAP STANDARD NOTES 1. TH15 5UKVEY HA5 BEEN PREPARE) IN ACCORDANCE Ole 000 WITH 5ECTION5 20-300b- I THRU 20-300b- 20 OF THE KEGULATION5 OF CONNECTICUT 5TATE AGENCIE5 oelo< MINIMUM 5TANDAKD5 FOR 5URVEY5 AND MAP5 IN I THE 5TATE OF CONNECTICUT A5 ENDORSED BY THE A1 CONNECTICUT A550CIATION OF LAND 5URVEYOR5, INC. THE TYPE OF 5UKVEY PEKFOKMED 15 A IMPROVEMENT LOCATION MAP BOUNDARY DETERMINATION 15 5A5ED ON A RESURVEY OF PROPERTY AND CON'FORM5G' TO THE A-2 CLA55 OF ACCURACY. 2. TOPOGRAPHIC FEATUK15, IF 5HOWN HEREON,WERE PREPARED IN ACCORDANCE WITH CLA55 T- . HELLSTROM SURVEYING IMPROVEMENT LOCATION PLAN PREPARED FOR — DAVE CARLSON SHOWING PROPOSED HOUSE ON LOT 12 12 ALLSON'S WAY MONTVILLE, CONNECTICUT SHEET# I OF 2 JOB 2005-009 BY. E.K.H. SCALE 111=40' FILE # 15505009A a w LU 6, TOPsoIL TESTING BY UNCAS HEALTH DISTRICT DATE: 2/22/05 LEGEND Q FILTER FABRIC TEST PIT # 1 DEPTH 70" TEST PIT #2 DEPTH 74" T0s _EST PIT 3 DEPTH 72" TEST PIT #4 DEPTH 67" o O 4" PERF. PVC 0„ - 6" „TOPSOIL 0" - 8" TOPSOIL 0" - 3" TOPSOIL 0" °, 3 TOPSOILPROPERTYLIN.' ? fi - 37 iBROWN SANDY LOAM 8" - 33"BROWN SANDY LOAM 3" - 39"BROWN SANDY LOAM 3" - 32"BROWN SANDY LOAM002 _ 4 2 37 - 44 GREY COMPACT 33" - 43" GREY COMPACT 39" - 48" GREY COMPACT " - " BUILDING LINE E0 CLIo SANDY TILL 32 39 GREY COMPACTSANDYTILLSANDYTILLANGLEPAINT -` - I -I I I I' 44" - 48" GREY SILT 43 _ - SANDY TILL74GREYBLACKCOARSE. 48 - 72 GREY BLACK COr' ` 4$" - 70" GREY COMPACT SAND 8c ROTTEN ROC; / ARSE 39 - 67 GREY/BLACK COARSEC IP 'ND IRON PIN OR PIPE FOUND - ;; _, `' K' K SAND & ROTTEN ROCK SIBROKENSTONE AND & ROTTEN ROCKSANDYTILL APPROVED AGGREGATEMONFNDMONUMENTFOUNDs., : ,r-- _ < ~;" '' LEDGE - Q DH FND DRILL HOLE FOUND " T, :} `', : ; -' : '' : ' r'' ; r .-,: : ` ; - NONE LEDGE = NONE _ - x': _ ':.,:....:: MOTTLING - 44" _ LEDGE NONE _ IP ,SET •.;.:' ,.. :~. , y MOTTLING - NONE MOTTLING = 39 LEDGE NONELING " MOTTLING = NONEIRONPINTOBESET _:_{ _ •.;_;: WATER = NONE WATER - NONE WATER = NONE WATER = YEN SET ROOTS = NONE ROOTS = NONE NONEMONUMENTTOBESETr' ;y' ROOTS = NONE ROOTS = NONEQDH'' DRILL HOLE TO BE SET RESTRICTIVE 44" RESTRICTIVE RESTRICTIVE 39" RESTRICTIVE STONE WALL_ SEPTIC SAND FILL X WIRE FENCE _J SILTFE.NCE OR HAYBALL'S _ - , SIS 500 - - --- APPARENT SEA50NAL HIGH GROUNDWATEREXISTINGCONTOUR CLEARING LIMITS 20 NCH DETAIL X EDGE WOODS FL. 513.0 I 516 ' RC TEST E3Y ROB HELLSTROM LAND SURVEYING 4/13/2005 1 __ 8PRESOAKONEHOURDEPTH27" ;- 5 TIME WATER DIFF. I Z' 524 11:00 0" Op 11.10 2 7 isit L T —-- 11:15 3 11.-20 4 //8" 1 „ , AREA Q A255 !)/8" 3/4„ 11:30 6 :3 /8" 3/4' 11:35 7 1 /8 3/4 11.40 7 7/8i, 3/4„ x'8.09 ACRES11:45 8 5/8„ 3/4"' RATE = 6.67 MIN/INCH ja 522gap -1 I SZQU"CZ OF ACTIvfTY - .i OUSS L0.r DZMaPjllr l7 1, LIMITS OF DISTURBANCE, Upon approval of Indlvidu(,,t site piandevelopment, the Ilr;it of cievetapr ent shalt be established In the field522foreachproposedstructure, Disturbance tlmlts shall. be E5-35 feetbeyondtherooseF' p silt fence, d building and hatt be bourded by staked ha bay es orA ,, , ER]SIONGJi- 0 CONTROLS, Areas to be disturbed shall- Ire bounded b y stakedShaybaesorsiftf , ence, Alt erosion contr, - , a t£ - als, Inciui(ing silt fence and\ - n ,tracking Fuad, shalt be InstallTH4- Fopo ed and Inspected bpy the Land Use7nPlanner/ZE and Wettand A ent Pr -lar 1k TH I I to w P"" \ x tQ Or Excavation, The Planner/ZEO and Wettand mpg Ueing Putted, Grubbing, 3 f erasion control requirement k e A9ert may modify theY / ,,.• N .LL`IL r ULIIGi { h q aJr_diiF•rb A f- , -NCE, s on field conditions so as to f a y_ T ;leq;at 3ly control erosion a id sit ty ti0 f ro 1 the site, I cn ( Q 5t2•+A. STRIP &STOCKPILE TOPSOIL FROM LEACHING TRENCH AREA, 3. TREES CLEARED Trees shall be cit Fir ed and cul: o length and stackedgpC; GA- ANK IWti ,,,R • 1 PROP` B. PLACE COMPACT SELECT FILL TO 6' BELOW FINISHED GRADE, or remove r:i from site: Then the r t ; p -al Ing of st,mps, grubbing and orB. CONSTRUCT LEACHING TRENCHES T DESIGN LINE &GRADE, excavation will begin. GO- I 5A3.0 iilllllllllllllllllllilljllllllllllllllllll1111111111111111111111I ,/ 52d / C. LOAM, FINE GRADE TO FINISHED GRADE AND SEED, PROTECT DISTURBED AREAS 4, DRIVEWAYS. Alt driveway and drivew y shoulders sk,all be stripped, P RClow WITH EROSION CONTROLS UNTIL FIRST MOWING, p gravelled, All drive graded shown on plan, and way shoulders shall bemmedlatetuponradia y ( {{ g gr either by diverting runoff, 2. THE PIPE BE I' TEEN THE HOUSE AND SEPTIC TANK SHALL BE 4 IN, EXTRA HEAVY mulching, or seeding, haybales and silt fence APPROVEDTROD , EQUICTILE IRON OR EXTRA : TRENGTH PVC ASTM D1785 SCHD 40 OR or other approved measures the same daythat - tcuts are Made, 3. r 'T 5. TOPSOIL, All topsoil shall be stripped and saved in an area asp i ALL DI TRIBIa 1 IDN PIPE IS TO BE ASTM D3034 SDR 35 (4`PVC) OR APPROVED shown on the plan or as approved by the Planner and Wetland Agent, i 4. EQUAL UNLESS NOTED, Topsoil shalt not be removed from the site except as In cartpliance withtheZoningRegulations, SEPTIC TANK SHALL BE SET LEVEL t A MINIMUM OF 6' OF PROCESSED GRAVEL 6. CONSTRUCT g 5, E BROKEN STONE N COMP ION ANDACTEDSUBGRADE, DISTURURBED AREA. Excavation and construction shallIT ( commence following inspection andd18 THERE ARE N APPARENT W approval of erosion control I ” I TH Z 5 ELLS OR SEPTIC FIELDS WITHIN 75' F THE andPROP .., TnpE 4o / FU GE 6, SYSTEM AS SHOWN ON THIS PLAN, SEPTIu construction of the driveway. The disturbed area shall be so as the greatest GARA A to contain runoff within the lot to 9 st exten7. SITES IN WINTER, When a 't t passible. 75 '2B')( 2 CRUSHED D ONF,EORGSCREENEDFOGRAVEL MEETING CT DDT FROM BROKEN STONE, r site will be open during the winter Months, l FOR M,O1.01 FOP NO, 4 STONES M 814A SPECIFICATION ,ugh grading and 4-F, inch mulching mustU occur prior to construction inordertominimizeerosionanduncontrolledrunoffduringthewinterIOEVESIZEPERCETPASSINGYW—Li HTS2 -INCH 100 months. 1 -1/2 -INCH 90-100 8. DRAINS. Foundation and curtain drains shalt be installed as shown1, J r \ 1 -INCH 20-55 _n the approved plan: ANY CHANGES TO THE LOCATION F THE LLij 11i DRAIN, R THE3/4 -INCH 0-10 ADDITIONS OF ANY DRAINS SHALL BE APPROVED BY THE PLANNER AND WETLANDSOv3/8 -INCH 0-5 AGENT PRIOR TO INSTALLATION, DESIGN NOTESi 7. THE DEPTH OF THE LEACHING - TRENCHES SHALL NOT EXCEED Z1 r INT ORIGINAL 9, COMPLETE SITE WORK, Finish grading shalt occur as soon as possible \ 1. ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT GRADE, On i, - - - - 8, THE LOCATION AND ELEVATION F THE PROPOSED SEPTIC SYSTEM SHALL BE alt tuts where there ,y potential for erasion and for degradation ofPUBLICHEALTHCODEANDTOTHESATISFACTIONOFTHETOWNSANITARIAN. wetlands and watercourses, Lots shall be finish graded, seeded with 40400 2. PERCOLATION RATE FOR DESIGN+ 0 TO 10 MIN PER INCH perennial 9 suitable for the rDEPTHTOLEDGENONE espective amount of sun or shade andt mulched prior to Certificate of Zoning Compliance. DEPTH TO MOTTLINGS 39' Test Pit 3 LEACHING -SYSTEM CONSTRUCTION 1411TES1 10, FINAL STABIUZATION. EROSION CONTROLS SHALL BE MAINTAINEDi ON THE: 3. REQUIRED EFFECTIVE LEACHING AREA FOR 4 BEDROOM HOUSE = 660 SF, LOT AS LONG AS THEY ARE NEEDED TO CONTROL EROSION AND SEDIMENTATION. 4, 220 LF OF LEACHING TRENCH PROVIDED (4'WIDE) - 660 SF 1, TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL BETWEEN AND BEYOND 11. All E&S controls shall be Inspected c)n dallyally basis and maintained5. THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM SAND {SELECT FILL) PLACEDANDCOMPACTEDINb' LIFTS. SELECT FILL SHALL NEST THE as necessary until all disturbed aret ore permar entl raveCAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS, RESIDENTIAL FOLLOWING MINIMUM RE1 l1DREMENTSj otherwise stabilized. Y gatated ornr.Y " • ~ GARBAGE IlISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN. IN THE A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3 INCHES. STANDARDEVENTTHATSUCHANINSTALLATIONISCONTEMPLATEDFORTHE N D n NO L YPROPOSEDFUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING B. THE FILL SHALL NOT CONTAIN MORE THAN 45 PERCENT GRAVEL (GRAVEL IS BETWEEN NO, 4 & 3' SIEVES)' L/ Tc; ," FIELD CAPACITY WILL BE REQUIRED, NO MORE THAN 45 PERCENT [IF THE MATERIAL CAN BE RETAINED ON THE NO. 4 SIEVE, I . THI5 SURVEY hA5 BEEN PREPARED IN AC. THE FILL LESS THE GRAVEL SHALL MEET THE FOLLOWING GRADATION CRITERIA, WITH SECTIONS 20-300b- I THRU ACCORDANCEb. THE DESIGN SHOWN HEREON CONFORMS TO ALL APPLICABLE STATE AND LOCAL HEALTH 2O-iO0b-2O OFCODEREQUIREMENTSANDTOGOODENGINEERINGPRACTICE, I CAN NOT GUARANTEE SIEVE SIZE, #4 #10 #40 #160 #200 REGULATIONS OF CONNECTICUT STATE AGENCi THE AGAINST FAILURE DUE TO IMPROPER INSTALLATION, IMPROPER MAINTENANCE OR TO 7, PASSINGS 100 70-100 **10-50 0-20 0-5 WET SIEVE "MINIMUM STAN DARDS FOR 5U RV ES NATURAL PHENOMENA BEYOND THE SCOPE OF NORMAL FIELD INVESTIGATION, X PASSING' 100 70-100 10-75 0-5 0-2.5 DRY SIEVE THE STATE OF CONNECTI EYS .AND MAPS IN POST PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT CONNECTICUT ASS C 7 AS ENDOI<' I BY THE OCIATION OF LAND llRVEYORS, INC. r-6"ABDVE GkND. PASSING THE #loo SIEVE DOES NOT EXCEED 10'I. AND THE IM2II0 SIEVE DOES NOT EXCEED 5%. THE TYPE OF SURVEY PERFORMED IS /• IV -6 -BELOW GRND 50' MIN, IMPROVEMENT2. DOCUMENTATION OF TEST RESULTS ARE TO BE PROVIDED TO THE HEALTH DISTRICT. LOCATION MAP BOUNDARY DETE EROSION CONTROL .' RMI NA I FILTER fABRiC 3, FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION, NO TRAFFIC OTHER T TON 15 BA5ED ON ABURYINTRENCH 15' RADIUS THAN RESURVEY OF PROPERTY AND CONFOR'M5TRACK -DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA TO THE A-2 CLA55 CIF ACLUacAFTERTOPSOILREMOVAL, FILL MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND RACY. SPREAD AND COMPACTED WITH TRACK -DRIVEN VEHICLES. STOCKPILING IS TO TAKE PLACE UPGRADIENT OFTHELEACHINGAREA. THE AREA DOWN GRADIENT OF THE LEACHING AREA IS NOT TO BE DISTURBED, 2. TOPOGRAPHIC FEATURES, IF 5HOWlaraCT, D.O.T. 2 h. N HEREON,WEREPREPAREDINACCORDANCE a CRUSHED GRAVEL ;15' MIN; WITH CLAS5 T-2EXISTINGGROUNDZ - - T - FILL e' x WIbIPR VE ENT LOCATION P4' DEPTH MIN. u LROBA0M CONSTRUCTION ENTRAvcE—PREPARED FOR -- SILT FENCE SURVAE/YINGBARRIERNOTTosrL- DA VE CARLSONMAPREFERENCE: 0 MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY TO MY KNOWLEDGI:'A,N L 32 MAIN STREETFELIEF, THIS MAP Is SHOWING PROPOSED HOUSE ON LOT 12SUBDIVISIONPLANALL5ON'5 WAY 5UBDIVISION PREPARED FOR CORRECT AS NOTED HEREON. OP" IC SCALE SUBSTANTIALLY _ ' '.RLI'"a , NOTED t1EREON. HE BRON, CT. , PUT DEVELOPMENT, INC. CHAPEL HILL ROAD * FORSYTII ROAD . , 12 ALLSON S WAYMONTVILLE, CONNECTICUT BOUNDARY SCALE. 1 — 100 ' ° -- '',,;, 20 0 20 0 rDATE: 1/ 10/2003. - ` . P.O. BOX 49'7fTNI. LVA YJII'j,_1 IT PF q -yMARKREYNOLDS, P.E. #19789 p Co UMBIA, CT. 06237- f'-%j^^/j aNTv ILLE, coNNECTx:cuT CERTIFICATION IS NOT VALID WITHOUT LIVE SIGNATURE _ AND EMBOSSt:-D (IMPRESSION) TYPE SEAL. (IN FEET i , i ` I ( 860) 228--9853 SN0. DATE HEET# 2 OF 2 .TOBIInch20ft. DESCRIP # 2005-009ROBERTw . HE i._5T1"LM, L # ! 3C -2G RETTISIONS D MARCH 2Ims ATE 3, 2005 BY: E.R.H. SCALE " = 20' FILE # I5505009B