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' / N 0 MONr DETAIL) 34.1 10.40' / 1 t l I/,� A VILLE 646 0 \ 0 1 1 0 f z w I DRAIN 60' j l ARE =122 536 Sq. Ft. }cr I CONCRETE GRATE 2.81 ACRES °ui - I 6 / o f WALL, I �� l I I 1 l 1 � „ / ' w �,) 15 CMP f 1 I ' OUTLET o I I / o RIGHT TO DRAIN 0 ' 1 / 5 PT TO BE CONVEYED �S 1 t � / I TO THE TOWN m OF MONTVILLE RB L / t , j DECK SET EXISTING ' HOUSE /-- / `' I � DR YWELL t EXISTING SEPTI 25C\TANK OTHER LANDS OF HELEN MALINOWSKY / N82•01 l ____ OUND ST IRS 16"w 1 —POOL W OVEVHANG — 95 / 0 B \ —•-.. � E FILLED I --• 'PROPOS $D WELL \ TP,3 I TP1 ` \ �-- PROPOSED DRIVE DH SET S82'23'04"E 32.10' N07'36 56 E 25.00' RB s, SET I iDH SEI o ✓ � cr+ � � w mr / rr' =k LOCATION OF SEPTIC SYSTEM AS LEGEND_- SHOWN ON PLAN ENTITLED "SURVEY 00000000o 0 S TONE WALL 15" CMP ® 6220 — PROPERTY LINE BELONGING TO WILLIAM & HELEN — — STREET LINE OF THIS PLAN 0 DH SET DRILL HOLE SET FND 0 RB SET REBAR SET TE ® IP FND IRON PIPE FOUND g.33„W 0 MON SET ® REBAR OR DRILL & I� HOLE TO BE SET UTILITY POLE DH • 64 2, BUILDING SAETBACK LINE RONALD S. HUDSON FN FND! N8p 108 "W / APPROXIMATE TEST PIT LOCATION N77'51'26"W DH 40 N/F PT APPROXIMATE }may ROBERT J. LUSK FND PERC TEST LOCATION �J STONE DRAIN - — — — — — — - EXISTING CONTOUR / rr' =k LOCATION OF SEPTIC SYSTEM AS CHAIRMAN SHOWN ON PLAN ENTITLED "SURVEY AGL OF PROPERTY ON OLD COLCHESTER 15" CMP ® 6220 ROAD TOWN OF MONTVILLE, CONN. �- BELONGING TO WILLIAM & HELEN II MALINOWSKY" SCALE: 1"=30' DATE: OF THIS PLAN NOVEMBER 1955 FND _1l / TE g.33„W N/F TIMOTHY M. SMITH �l & I� MICHELLE A. BUTOVA 01< ET I R I P> > G �° l I I l,, G I� a 1 0 N3 l 632 \ J 1 Ni rri I I PROPOSED? ' TP4 H -�1 TS UNDERGROI\D j r I UTILITIES XI G 6 0' 1 PROPOSED SEPTIC SYSTEM wtrlb � J 1 ) ON LOT 2 MORE THAN 75' ' 1 FROM NEIGHBORING PROPERTI S ® MON ' AREA=1,400,000± Sq. Ft. \ SET ' 1 32.2± ACRES � I ` FD 1 l 1 1 1 N J SILT 1 J i / w .,� ! FENCE t- 00 3 ' j r_ 50' SEPTICCN ! f Jin Ln I \ SYSTEM BUFFER -� V) 1 , f INLAND WETLANDS DELINEATED \ : •:�.. I j :$:::::.:.........::::.... •:::: •. FND BY SOIL SCIENTIST ::::' ::::::.:::::..:::::::.:::::.: ' . l I N 1 1 8 4 .... ...... I 5'7., 1 ::::.::, ...................................................:..:.:.::........... ....................................................................... r� . i. 200. oo' TOTAL r A I J 4 L Ra 1 Fr I D 1 1 1 1 NL�NO:::.::::::::: 15 / \ !ANDS : ::.: . :.: : .:.:......... 0.08 1 \ \ 60 I N81'45 47 W (4 16 r I RB 10.01 .......................�.. 0 FND .20 ;: 1 I 1 --� I PROPERTY -- 1 l CORNER ER r 4 f RONALD AL D BAL I 1 o _ DIN t N N Ln - --� ....................MARILYN J YN / E. MALINOWSKY 0 N WSK Y (VACANT LOT ............ ............... ........ ................ ... ...........................: X98.34' ............. �", 1 .......................................... DETAIL ............................................ .. . .. N81 '1 --- 8 21 yy .... ... N.T.S. DH '1 9"E FND S12'44'31 "E RIGHT TO DRAIN 106.62 20.19' TO BE CONVEYED32 81' DH DH TO THE TOWN OFL �,--_____ 88 84, SET RB FND MONTVILLE N82 23 04 yv S 1 N85'16'56"W ---' 3 ' SET NB4'08'42"E 55.57' 54.75' (1 N12'44'31 "W 18.96' --- 75.83' N8131,2- __•$° S84.03 42 Yl THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF THE PROFESSIONAL OPINION BY THE LAND SURVEYOR WHICH IS BASED ON HIS OR HER BEST KNOWLEDGE, INFORMATION AND BELIEF. AS SUCH IT CONSTITUTES NEITHER GUARANTEE OR WARRANTY. NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. 0 THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN JOB# 07-030 44.96' `` CHAIRMAN DATE HEALTH OFFICER 0 /FND N 7g 06 X30 "W 400 •--._._ COMMISSION 1 DATE JUNE P. WAGENBRENNER RB HAVE BEEN CONSIDERED RED IN THE DEVELOPMENT OF THIS PLAN FND 169.51' N81.1 / TE g.33„W N/F / DH • 64 2, RONALD S. HUDSON FN FND! N8p 108 "W / N77'51'26"W DH 40 n 9.81' FND THE STONE WALLS AND/OR FENCES SHOWN AS BOUNDARIES MAY HAVE IRREGULARITIES OF COURSE BET'tlEEN PRINCIPAL POINTS OF COURSE INDICATED 1J1r_j 1 rn 6C t,xxnV1N hl� LAND SURVEYORS • PLANNERS 1641 CONNECTICUT ROUTE 12 GALES FERRY, CT. 06335 (860) 464-7455 FAX (860) 464--5028 EMAIL: DIETER. GARDNER@SNET.NET N /F DENISE ANDREWS WELL GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inc h = 40 f t. DELINEATED THE INLAND WETLANDS AND WATERCOURSE BOUNDARY ON THIS PROPERTY. I AM IN THE OPINION THAT THE WETLANDS BOUNDAF ICH I MARKED ON THE PROPERTY IS SHOWN CORRECTLY ON TFjIMAPy, MICHAEL C-. CHACFER SOIL SCIENTIST 15" SMP 0 b S00'29'06"E 9.16' INSTALL CONSTRUCTION ENTRANCE AGL 96219 N/F ANDREW IAN LAUDER MAREN F. LAUDER 10' WIDE EASEMENT GRANTING RIGHT TO GRADE; DRAIN & INSTALL UTILITIES IN FAVOR OF THE TOWN OF MONTVILLE (CROSSHATCHED AREA) N/F / RICHARD L. REBECCA R. BARNES CL&P cd 6 217 H HOUSE P PRIMARY SEPTIC AREA R RESERVE SEPTIC AREA W WELL TSD TOPSOIL STOCKPILE' FD FOOTING DRAIN ------,n---a--fl SI L TFEN C E ® CATCH BASIN DIRECTION OF FLOW ST SEPTIC TANK Y, CLEARING/LIMITS OF DISTURBANCE (CONCEPTUAL) STREET ADDRESS AS 632 ASSIGNED BY ASSESSOR DATE OF COMPLETION OF ALL WORK CHAIRMAN DATE APPROVED BY THE INLAND WETLANDS COMMISSION. CHAIRMAN DATE HEALTH OFFICER DATE CERTIFIED BY THE MONTVILLE PLANNING AND ZONING COMMISSION c HAIRM AN / SECR ET ARY DATE PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED RED IN THE DEVELOPMENT OF THIS PLAN 26 , SURV OR TE PL�AN sHOWII`.ZG STJPDIVI SIOlV PR0PE1?,T'Y OF 160 HELEN MA.LIN0WS j<'Y 646 OLD COLCI-IES'I,E OAD mONrrvll..LE, COl`,TNECT'IClj-r SCAEE: 1 ”=4-0 JUNE 2007 REVISED: JULY 18, 2007 REVISED: AUGUST 6, 2007 SHEET 2 OF 3 REVISED: SEPTEMBER 25, 2007 THIS SURVEY AND ir'IAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b--20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SlJRV_EYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICU ; ASSO';iATION OF LAND SURVEYORS, INC. IT IS A BOUNDARY SURVEY BASED ON. A RESURVEY� r F ZMING TO HORIZONTAL ACCURACY CLASS A-2. TOPOGRAPHIC ACCURACY T -D. TO MY K �,W E AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. TITLE t'kNG SI RVEYOR CT No. 14208 DAFT: JUN 11, 2007 EROSION & SEDIMENTATION CONTROL PLAN THIS PLAN HAS BEEN DEVELOPED TO MINIMIZE EROSION AND SEDIMENTATION AND REDUCE THE IMPACT OF STORM WATER RUNOFF DURING CONSTRUCTION USING ENGINEERING PRINCIPALS DETAILED IN THE CONNECTICUT GUIDELINES FOR SOIL AND EROSION AND SEDIMENT CONTROL. THE ACCOMPANYING PLANS PROVIDE THE FOLLOWING INFORMATION FOR THE IMPLEMENTATION OF THIS PLAN: - LOCATION OF SEDIMENT CONTROL BARRIERS - FINISHED GRADES TO BE ACHIEVED - CONSTRUCTION SEQUENCE AND DETAILS THIS PROJECT IS FOR THE DEVELOPMENT OF A TWO LOT RESIDENTIAL SUBDIVISION. AN EXISTING HOME WILL SERVE AS ONE OF THESE LOTS. THERE ARE INLAND WETLANDS ON THIS PROPERTY. CONSTRUCTION SEQUENCE: HOME 1. STAKEOUT LIMITS OF CONSTRUCTION FOR THE DRIVEWAY, HOME AND SEWAGE DISPOSAL SYSTEM. 2. INSTALL SEDIMENTATION CONTROL BARRIERS AS SHOWN ON THE PLAN. 3. REMOVE EXISTING VEGETATION AND TOPSOIL WITHIN THE LIMITS OF CONSTRUCTION. STOCKPILE TOPSOIL AS SHOWN ON THE PLAN. 4. ROUGH GRADE THE DRIVEWAYS AND HOUSE AREAS. 5. INSTALL/CONNECT UTILITIES 6. FOLLOWING CONSTRUCTION OF THE HOME, FINISH GRADE ALL DISTURBED AREAS. 7. LOAM AND SEED ALL DISTURBED AREAS. AI AIKITE7ni AN101' INSPECT SEDIMENT BARRIERS AFTER EACH STORM EVENT AND REPAIR OR REPLACE AS NECESSARY. CLEAN OUT OF ACCUMULATED SEDIMENT IS NECESSARY IF 1/2 OF THE ORIGINAL HEIGHT OF THE BARRIER BECOMES FILLED IN WITH SEDIMENT. GENERAL NOTES 1. MAINTAIN ALL SEDIMENT AND EROSION CONTROL FACILITIES UNTIL ALL AREAS HAVE BEEN STABILIZED. 2. LIMITS OF DISTURBANCE AND EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE CONSIDERED AS TYPICAL MINIMUM STANDARDS. THE OWNER AT THE TIME OF CONSTRUCTION WILL BE RESPONSIBLE FOR INSTALLING AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL AND FOR IMPLEMENTING ADDITIONAL MEASURES AS SITE CONDITIONS WARRANT. 3. SLOPES IN HIGH MAINTENANCE AREAS SHALL NOT EXCEED 3:1 (H: V). 4. NO DRIVEWAY SHALL BE GREATER THAN 20% SLOPE AT ANY POINT. ANY DRIVEWAY HAVING A GRADE OF 10% OR MORE, BUT NOT EXCEEDING 20%, SHALL BE PAVED FOR THE LENGTH OF THE DRIVEWAY EXCEEDING 10% GRADE. TEMPORARY SEEDING USE A TEMPORARY VEGETATION COVER OF ANNUAL RYE GRASS AT A RATE OF 1.0 Lbs./ 1000 S.F. APPLY 10-10-10 FERTILIZER, OR EQUIVALENT, AT A RATE OF 7.5 lbs./1000 S.F. AND LIMESTONE AT A RATE OF 90 lbs./1000 S.F. APPLY STRAW OR HAY MULCH AT A RATE OF 70 lbs./1000 S.F. PERMANENT SEEDING SEED BED PREPARATION: FINE GRADE AND RAKE SOIL SURFACE TO REMOVE STONES LARGER THAN 2" IN DIAMETER. APPLY LIMESTONE AT A RATE OF 90 lbs./1000 S.F. FERTILIZE WITH 10-10-10, OR EQUIVALENT, AT A RATE OF 7.5 lbs./1000 S.F. WORK LIMESTONE AND FERTILIZER INTO SOIL UNIFORMLY TO A DEPTH OF 4" WITH A HARROW OR EQUIVALENT. SEED APPLICATION: APPLY LAWN SEED BY HAND, CYCLONE SEEDER OR HYDROSEEDER. LIGHTLY DRAG OR ROLL THE SEED SURFACE TO COVER SEED. SEEDING SHOULD BE DONE BETWEEN APRIL 15 AND JUNE 15 OR BETWEEN AUGUST 15 AND SEPTEMBER 30.IF SEEDING CANNOT BE DONE DURING THESE TIMES, REPEAT MULCHING PROCEDURE BELOW UNTIL SEEDING CAN TAKE PLACE. NOTE: IF HYDROSEEDER IS USED, INCREASE SEED MIXTURE BY 10%. MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE WITH STRAW OR HAY AT A RATE OF 70 lbs./1000 S.F. SPREAD MULCH BY HAND OR MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE WITH TRACK MACHINE OR DISK HARROW. IT IS ANTICIPATED THAT CONSTRUCTION WILL COMMENCE IN THE SUMMER 2007. NOTE: 1. FILTER FABRIC SHALL BE MIRAFI "SILT FENCE", EXXON GTF 180, AMOCO 1380, OR APPROVED EQUAL. FILTER FABRIC SEDIMENT BARRIER NOT TO SCALE THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN. JOB# 07-030 N( 1. DEEP TEST PIT DATA LOCATION: 646 OLD COLCHESTER ROAD & GARDNER, INC. - 5/24/07 WITNESSED ANMD RECORDED BY: DAVID COUGHLIN, R.S. UNCAS HEALTH DISTRICT DATE: 5/24/07 DEPTH: 24" TEST PIT 1 TEST PIT 2 0-11" TOPSOIL 0-3" TOPSOIL 11-31" BROWN SANDY LOAM 3-16" BROWN SANDY LOAM 31-80" GREY SANDY TILL 16-87" GREY SANDY TILL MOTTLING: 31" MOTTLING: NONE NOTED GROUNDWATER: NONE NOTED GROUNDWATER @ 51" LEDGE: NONE NOTED LEDGE: NONE NOTED ROOTS: NONE NOTED ROOTS: NONE NOTED TEST PIT 3 0-12" TOPSOIL 12-32" BROWN SANDY LOAM 32-83" GREY SANDY TILL MOTTLING: 32" GROUNDWATER @ 67" LEDGE: NONE NOTED ROOTS: NONE NOTED TEST PIT 5 - B100 PIT 0-12" TOPSOIL 12-31" BROWN SANDY LOAM 31-76" GREY SANDY TILL MOTTLING: 31" GROUNDWATER: NONE NOTED LEDGE: NONE NOTED ROOTS: NONE NOTED PERCOLATION TEST BY: DIETER & GARDNER, INC. - 5/24/07 NEXT TO TEST PIT 5 DEPTH: 24" / PRESOAKED: 1 HOUR TIME READING 2.00 3 3/4" 2:05 5 3/8" 2:10 6 1/8" 2:15 6 3/4" 2:20 7 1/4" 2:25 7 1/2" 2-30 8 1/8" 2.35 8 5/8" 2:40 9" 2:45 9 1/2" 2:50 9 3/4" 2:55 10" 3:00 10 3/8" PERC RATE: 17.4 MIN/INCH TEST PIT 4 0-12" TOPSOIL 12-42" BROWN SANDY LOAM 42-82" GREY MEDIUM COMPACT SANDY TILL MOTTLING: 31" GROUNDWATER © 45" LEDGE: NONE NOTED ROOTS: NONE NOTED PERCOLATION TEST BY: DIETER & GARDNER, INC. - 5/24/07 BETWEEN TEST PITS 1 & 2 DEPTH: 26" / PRESOAKED: 1 HOUR TIME READING 2:02 2 1/2" 2:07 5 1/2" 2:12 8" 2:17 9 3/4" 2:22 11 1/2" 2: 27 12 1/4" 2:32 13 1/4" 2:37 13 7/8" 2:42 15 5/8" 2:47 16 1/4" 2:52 17 5/8" 2:57 18" 3: 02 18 5/8" PERC RATE: 8 MIN/INCH 1 ILL LI\ I nUI\�\. CONSTRUCTION ENTRANCE NOT TO SCALE TABLE 2-C Accepted Tight Pipe for Building Sewer & Distribution Piping within 25 Feet of Open Watercourse or Drain, or Groundwater or Surface Water Piping within 25 Feet of Subsurface Sewage Disposal System USC, PIPE DESCRIPTION ACCEPTABLE JOINT REMARICS HF FF Cast iron split sleeve bolted connector MLSS Building sewer or distribution piping Cast iron hubless pipe ASTM A-888 with rubber gasket NIG coupling or 3" - 31 " within 25 ft. of any open 2.0 wide, heavy dirty stainless steel banded Roll-on "donut type" gaskets not watercourse, surface or groundwater 1, 2, 3, 4 i coupling with rubber gasket; Clamp -All acceptable if used within 25 ft. of drain, cellar, footingor foundation 2.0 ANACO SD 4000 or equal watercourse. Pipe must be properly drain bedded in accordance with manufacturer's Cast 'iron bell arid, sjLigot ASTM A-74 Rubber cot ression Easkets and Groundwater and surface water drainage pipes within 25 ft of a subsurface sewage disposal system. specifications, laid in a straight line on a uniform grade Ductile iron ANSI A21.51 Rubber compression askets Extra strength PVC pressure water pipe AWWA C-900 (PC 100 psi min.) Rubber compression gaskets Reinforced Concrete Pipe ASTM C 76 Rubber compression gaskets, ASTM C Note: Buildiii'gsewer within 25 cel of building niust be Table No. 2 piping; 22.0 4,13 62 Reinforced concrete water pipe, steel cylinder type, AWWA C-300/ C-301 Rubber coinoression gaskets 30 28 26 22.1- Schedule 40, PVC ASTM D 1,785 or Dubber compression Basketed couplings, *Use of 3" -wide approved stainless steel To reduce separation distances for ASTM D 2665 Harco Mfg.,ASTM D3139 or equal* or banded couplings on PVC ASTM D 1785 the: following_ other items listed in PVC ASTM D 2241: SDR 21, 17 or 13.5 Solvent weld couplings/Fittings using proper two step PVC solvent solution Schedule 40 is acceptable Table No. 1: 28 26 procedure ABS Schedule 40 is not acce table -Fluman habitation on adjacent property PVC ASTM Ft 760, SDR 35 Rubber compression gaskets or Joint must meet ASTM D 3212 -Building served PVC ASTlv1 D 3)034, SDR 35 Solvent weld couplings/fittings using specifications. -Top of- mbankment -Property'line PVC ASTM F 789 PVC ASTM F 679 proper twv step PVC solvent solution procedure 30.1- -Pressure water Lines -Swimming pools PVC, CONTECH A-2026, ASTM F 9e9 Elastomeric asket meets ASTM F 477 Joint meets ASTM D 3212 -Accessory structures -Utility service trench PVC, C:ONTECH A-2000, ASTM F 949 Gaskets meet ASTM F 477 Joint meets ASTM D 3212 PE, ADS N-12, ASTiti1 F 667, AASHTO Series 35 ADS coupling, o -ring gasket or Coupling: ASTM D 3034/F 1336 36.1- M-294, 24 -inch maximum diameter WT Pipe/joint (Gasketed belUspigot) 1oir�ts (Coupling and WT) meet ASTM D 3212 42.0 PE, Hancor Blue Seal, ASTM F 667, AASHT4 M -294,24 -inch maximum Blue Seal coupling/rubber compression gasket Joint meets ASTM'D 3212 26 24 diameter 18 16 SANITARY DESIGN CRITERIA A. CONCEPTUAL LOT DEVELOPMENT PLANS FOR FOUR (4) BEDROOM HOME B. MINIMUM LEACHING SYSTEM SPREAD LOT# DEEP TEST PIT GRADIENT RESTRICTION HF FF PF MLSS 1 5 _F 6.1 - 8.0% 31 " 26 2.0 1.5 78.0' 2 1, 2, 3, 4 i 4.1 - 6.0% 31" 28 2.0 1.2 67.2' C. EFFECTIVE LEACHING AREA REQUIRED BY CODE: 660 S.F. D. 3-75' LONG X 36 INCH WIDE STONE TRENCHES ( 3.0 S.F./L.F. ) SELECTED FOR LEACHING SYSTEM DESIGN. LOT# MLSS PRIMARY LEACHING SYSTEM FOOTPRINT EFFECTIVE LEACHING AREA PROVIDED RESERVE SYSTEM 1 78.0' 4-75' LONG TRENCHES 27' X 75' 900 S.F. SAME 2 67.2' 3-75' LONG TRENCHES 19' X 75' 675 S.F. SAME E. PERFORATED PVC FOUNDATION DRAINAGE SHALL BE LOCATED A MINIMUM DISTANCE OF 25' FROM THE SEPTIC SYSTEM. SOLID WALL PVC FOUNDATION DRAINAGE SHALL BE LOCATED NO CLOSER THAN 10' FROM THE SEPTIC SYSTEM AND SHALL MEET TABLE 2-C OF THE CODE. A RODENT PROOF COVER SHALL BE PROVIDED ON THE FOUNDATION OUTLET DRAIN AT "DAYLIGHT". F. NEW LOT WILL REQUIRE AN ENGINEERED SEPTIC SYSTEM DESIGN IN ACCORDANCE WITH THE STATE HEALTH CODE. G. TO ENSURE THAT MINIMUM HEALTH CODE SEPARATING DISTANCES AND ZONING SETBACKS ARE MET, THE FOUNDATION AND SEPTIC SYSTEM SHALL BE STAKED OUT AND GRADES ESTABLISHED BY A LICENSED LAND SURVEYOR. AT THIS STAKEOUT, A BENCHMARK SHALL BE SET OUTSIDE THE AREA OF DISTURBANCE. H. AT THE TIME OF CONCEPTUAL LOT DEVELOPMENT OF THIS SUBDIVISION ALL PROPOSED WELLS WERE LOCATED A MINIMUM DISTANCE OF 75' FROM PROPOSED SEPTIC SYSTEMS. AT INDIVIDUAL LOT DEVELOPMENT THE ENGINEER SHALL BE RESPONSIBLE TO DETERMINE WELL LOCATIONS AND SEPTIC SYSTEM LOCATIONS ON ADJACENT LOTS THAT HAVE BEEN DEVELOPED. L T A 0 Y D E R R E E S I P T N R T I I C N H T C I H V E E S FACTOR TABLES H"RAULIC FACTOR (HF) HYDRA1 T1.1r i*R A il7RNT / o/ nV QT nnV -% #1 - Cannot Be Approved Unless Hydraulic .Analysis Demonstrates Suitability. D1E`1'Eh & GARDNER LAND SURVEYORS • PLANNERS 1641 CONNECTICUT ROUTE 12 GALES FERRY, CT. 06335 (860) 464-7455 FAX (860) 464-5028 EMAIL: DIETER.GARDNER@SNET.NET • �. "if • �. Flow F `.ctor_ Deg:fdnt; F4ow'- 30.0 Non -Residential: Design Flow (GPD) / 300 (FF) PERCOLATION FACTOR (PF) Percolation Rate Percolation Factor.(PF) Up To 5.0 Minutes/Inch 1,0 5.1 To 10.0 Minutes/Inch 1.2 10.1 To 20.0 Minutes/Inch 1.5 20.1 To 30.0 Minutes/Inch 2.0 30.1 To 45.0 Minutes/Inch l.0. 2.1- 3.1- 4.1- 6.1- 8.1- 10.1- <1.0 2.0 3.0 4.0 6.0 L 8.0 10.0 I 15.0 >15.0 <18.0 SEE NOTE #1 18.0- 22.0 72 62 54 48 42 34 30 28 26 22.1- 26.0 66 56 48 42 11 34 30 28 26 24 26.1- 30.0 56 49 42 34 30 28 26 24 20 30.1- 36.0 48 42 34 30 11 28 26 24 20 18 36.1- 42.0 42 36 30 28 26 24 20 18 16 42.1- 48.0 36 32 � 28 26 24 20 18 16 14 48.1- 60.0 30 28 24 22 20 18 16 14 1 10 >60.0 MLSS NEED NOT BE CONSIDERED #1 - Cannot Be Approved Unless Hydraulic .Analysis Demonstrates Suitability. D1E`1'Eh & GARDNER LAND SURVEYORS • PLANNERS 1641 CONNECTICUT ROUTE 12 GALES FERRY, CT. 06335 (860) 464-7455 FAX (860) 464-5028 EMAIL: DIETER.GARDNER@SNET.NET • �. "if • �. Flow F `.ctor_ Deg:fdnt; F4ow'- 30.0 Non -Residential: Design Flow (GPD) / 300 (FF) PERCOLATION FACTOR (PF) Percolation Rate Percolation Factor.(PF) Up To 5.0 Minutes/Inch 1,0 5.1 To 10.0 Minutes/Inch 1.2 10.1 To 20.0 Minutes/Inch 1.5 20.1 To 30.0 Minutes/Inch 2.0 30.1 To 45.0 Minutes/Inch 3.0 45.1 To 60.0 Minutes/Inch 5.0 USE OF MLSS FORMULA The resulting MLSS calculation for each design plan shall be compared to the system spread proposed. If the proposed spread is less than the results of the MLSS formula than the applicant may either: 1) increase the system spread to meet MLSS; 2) relocate the leaching system to a more favorable location on the property; 3) reduce the flow factor by eliminating bedrooms or by changing the intended usage of the proposed building; 4) have an in-depth hydraulic analysis performed in order to demonstrate site suitability and code compliance. v1:,1%111'LL'L UL fur, MULYlY1L11r, rLAMN11NU A1NU GU1N11NU UUMM1Z:i51UiN CHAIRMAN/SECRETARY DATE PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIDED BY LACY HAVE BEEN CONSIDERED IN THE DEVELOPMENT OF THIS PLAN 1012 I,,AND SURVEY D 1 DEEIP TEST PIT DATA PERC0EArr1C)N TEST DATA IE: R0SIGN AND SEI)IMENT C0NT1:;b0L NARRATIVE AND DETAILS SANITAIR, -Y DESIGN CRITERIA (MINIMI -TM LEACIJINC- SYSTEMSPREAD ) S_LJ IE3DIVIS10-NT - '_ • - Imo. � • gIELEN M-ALINOWSI�Y 646 OLD C01,C1IESTE1:?.. ROAD 1VI0NTVILLE, CONNECTICUrT JUNE 200' REVISED: JULY 18, 2007 SHEET 3 OF 3 GENERAL NOTES 1. MAP REFERENCES A) PROPERTY SURVEY SHOWING LOT LINE ADJUSTMENTS PREPARED FOR ROLAND F. CHAPMAN, JR. & SUSAN Y. CHAPMAN 618 OLD COLCHESTER ROAD UNCASVILLE, CONNECTICUT DATE: 02/27/02 SCALE: 1"=30' SHEET 1 OF 1. ADVANCED SURVEYS, LLC. 24 ST. REGIS AVENUE NORWICH. 06360 B) PROPERTY SURVEY PROPERTIES OF JOSEPH P. BONNER AND DIANE E. BONNER AND JOSEPH BRIAN BONNER OLD COLCHESTER ROAD MONTVILLE, CONNECTICUT SCALE 1"=200' DATE APRIL 1999 1 OF 1 S-1. TOTAL TECHNOLOGY INC CONSULTING ENGINEERS/LAND SURVEYORS 458 WILLIAMS STREET NEW LONDON, CT. 06320. C) BOUNDARY SURVEY MAP FOR SUBDIVISION OF PROPERTIES OF JOHN J. GAYNOR JR AND JOHN W. & EARLENE C. BROWN JR OLD COLCHESTER RD MONTVILLE CONN. SCALE 1"=20' DEC 15, 1983 REVISED: FEB 2, 1984 PREPARED BY FRANSEN CONSULTANTS SUITE 317 12 CASE ST NORWICH CONN. D) SUBDIVISION PLAN MADE FOR EDWARD HAYDEN CRANBERRY MEADOW - SECTION II OLD COLCHESTER ROAD & CRANBERRY DRIVE MONTVILLE, CONNECTICUT SCALE: 1"=40' CHANDLER PALMER & KING NORWICH, CT. FEBRUARY 21, 1986 ADDITIONS: 15 APRIL 1986 ADDITIONS & REVISIONS: 8 JULY 1986 ADDITIONS & REVISIONS: 8 AUG. 1986. E) SITE IS SHOWN AS FLOOD ZONE "C" ON FIRM FLOOD INSURANCE RATE MAP TOWN OF MONTVILLE, CONNECTICUT NEW LONDON COUNTY PANEL 10 OF 16 COMMUNITY -PANEL NUMBER 090099 0010 B EFFECTIVE DATE JULY 2, 1980 2. A PRE -BLAST SURVEY WILL BE DONE PRIOR TO ANY BLASTING ON SITE. 3. TOPOGRAPHY BASED ON USGS DATUM. 4. HOUSE, WELL, AND SEWAGE DISPOSAL SYSTEM ARE SHOWN CONCEPTUALLY ONLY ON LOT 2. 5. LAND WITHIN 25 FEET OF THE CENTERLINE OF OLD COLCHESTER ROAD TO BE CONVEYED TO THE TOWN OF MONTVILLE AS SHOWN ON SHEET 2 OF 3. 6. ON AUGUST 28, 2007 THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION APPROVED THIS SUBDIVISION WITH THE FOLLOWING WAIVERS A) SECTION 4.1 & 4.3 OF THE SUBDIVISION REGULATIONS TO ALLOW THE PLAN TO BE A CLASS D SURVEY INSTEAD OF AN A-2 AND NOT REFERENCE THE CONNECTICUT COORDINATE SYSTEM. AND THE FOLLOWING CONDITIONS: A) EASEMENTS TO BE APPROVED AS TO FORM BY THE TOWN ATTORNEY. B) A $2,000 E & S BOND SHALL BE POSTED FOR EACH LOT PRIOR TO THE ISSUE OF A ZONING PERMIT. C) NOTIFY THE ZONING OFFICER 48 HOURS PRIOR TO THE START OF CONSTRUCTION. D) NOTE ON PLAN: CHANGE EASEMENT TO GRADING, DRAINAGE & UTILITY (EASEMENT). ti 375 370 1/ / o m � Z \\ CrC Z 1 1 1 Ila CdC 632 LEGEND ND STONE WAL PROPERTY STREET LIN UTILITY POI EXISTING C 370 APPROXIMATE LOCATION REGULATED SOILS PER "SOIL SURVEY OF NEW LONDON COUNTY CONNECTICUT" SOILS TYPE PER SOIL SURVEY OF NEW LONDON COUNTY CONNECTICUT" STREET ADDRESS AS ASSIGNED BY ASSESSOR NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORIvAATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN. JOB# 07-030 ``A SANDY LOAMS, 3 10 lb I- LNULN I SLU-Lb CHARLTON HOLLIS FINE SANDY LOAMS CrC - N1ER f ROCKY, 3 TO 15 PERCENT SLOPES PdB - PAXTON AND MONTAUK VERY STONY FINE SANDY LOAMS, 3 TO 8 PERCENT SLOPES RIDGEBURY, LEICHESTER, AND WHITMAN Rn EXTREMELY STONY FINE SANDY LOAMS SXB SUTTON EXTREMELY STONY FINE SANDY LOAM, 0 TO 8 PERCENT SLOPES WOODBRIDGE FINE SANDY LOAM, WXB - 3 TO 8 PERCENT SLOPES W'_ WOODBRIDGE AND RAINBOW EXTREMELY STONY zuSOILS, 3 TO 15 PERCENT SLOPES THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF THE PROFESSIONAL OPINION BY THE LAND SURVEYOR WHICH IS BASED ON HIS OR HER BEST KNOWLEDGE, INFORMATION AND BELIEF. AS SUCH IT CONSTITUTES NEITHER GUARANTEE OR WARRANTY. GRAPHIC SCALE 1000 two DATE OF COMPLETION OF ALL WORK CHAIRMAN DATE APPROVED BY THE INLAND WETLANDS COMMISSION. CHAIRMAN DATE HEALTH OFFICER DATE CERTIFIED BY THE MONTVILLE PLANNING AND ZONING COMMISSION jo,".1 Mal -A L -C-1.4 CHAIRMAN/SECRETARY DATE PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN THE DEVELOPMENT OF THIS PLAN rl)_,!UKEYOR DA E 375 IN FEET) i / 1 1 inch = 1000 ft. 400 / �- N / \ \ DAVID APANAS HK 425 450 N /F ROBERT J. LUSK 1 1 I / NOTE: AREA WEST/OF ST04WALL NOT INVESTIGATElY FOR WETLANDS i ! ! ! } ! 1 ! I I`► -- BY SOIL�CIENTIST I ! I j 1 ! } 1 f 1 I I 1 WXBI � ! I J AGL It ' S !! \ It 6220 SxBl l I 1 f I I C, T_ 1 \ POOL \ \ TIMOTHY M. SMITH J A—/ MICHELLE A. BUTOVA / / / 1 } -' ( W zC \ l ' AGL 6219 /=\ ---- AREA-1',400,ObOf Sq. Ft. �2.2t 1CRES }} 1 ) ( I 1 N/F ) INLAND YETLANDS DELINEATED I ) I ANDREW IAN LAUDER BY SUL SCIENTIST SEE S EET1 J2 Od 2) MAREN F LAU I 1 1 1 1 1} / ::............__ ...... / 1 I l ! ! 1 I� DER //! 1 _ J -_ 1 1 1 i - 1 1 i =- 1 ! i _. { I _- I I - I \ ......... 360 N DlErl"ER & GARDNER LANA SURVEYORS • PLANNERS 1641 CONNECTICUT ROUTE 12 GALES FERRY, CT. 06335 (860) 464-7455 FAX (860) 464-5028 EMAIL: DIETER.GARDNER@SNET. NET 1 FOR 40 SCALE A-2 rURVFY \ \\ ! I !! 1 ! } \ 1 II } } II ) 1 \\ ..........._.:- - 1! 1 ! 1 1 CL&P 6218 . ............ .. - --___ - - 1 - 425 1 r I _ 1 I \ l - - -- i --- I j \ 1 -- .:- - I \___--....................................- - :....::. �-::::::::::......:..- \ } N F ) I I _ _. �._ RICHARD RONALD C ARD L. - - - N ALD { - LDII`11 - - - - / 1 - .. - 1 I SHEET INDEX SHEET 1 100 SCALE MAP, GENERAL NOTES, LOCATION MAP SHEET 2 40 SCALE A-2 LOT LAYOUT SHEET 3 DEEP TEST PIT DATA & EROSION & SEDIMENT CONTROL NARRATIVE & DETAILS PROPERTY OWNER: HELEN MALINOW SKY C/O MARILYN BA LDINI 40 BUSH HILL DRIVE NIANTIC, CT. 06357 1 P LAN - - -- - H 0 �Y PdB \ - IN G >. ?;. - ! MARILYN E. MALINOWSKY REBECCA R. BARNES 375 \ \ :............ =- / � SS' UIE3 DIVIS 101 PROPER'_'Y 0y \ 400 1,t/F / � Cd C / -�_ HELEN MALINOWI<Y RONALD S. HUDSON N fr DENISE ANDREWS 6 4- 6 0 Lr-) C O L C H E S T E R ROAD MONZ'VILLE, CUNNECT'ICiJT S C A L E : 1 15 1 0 0 5 JUNE 2 0 0 7 BOUNDARY SURVEY MAP REVISED: AUGUST 6, 2007 REVISED: SEPTEMBER 25, 2007 SHEET 1 OF 3 GRAPHIC SCALE THIS SURVEY AND MAF HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20--300b-20.OF `-HE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM goo 0 50 100 zoo STAKOARDS FOR -PURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECT'CUT :ASSOC!A'ION_OF LAND SURVEYORS, INC. IT IS A BOUNDARY SURVEY CONFORMINGJ0 HORIZONTAL ACCURACY CLASS "D". TOPOGRAPHIC ACCURACY T—D. TO MY KNOWLE_D`'P N BELIEF, THIS MAP LS_-SthUS-TANTIALLY CORRECT AS NOTED HEREON. ( IN FEET ) 1 inch = 100 ft. TI E: L D SURVEYOR CT No. 14208 DATE: J NE 11, 2007 EROSION & SEDIMENTATION CONTROL PLAN THIS PLAN HAS BEEN DEVELOPED TO MINIMIZE EROSION AND SEDIMENTATION AND REDUCE THE IMPACT OF STORM WATER RUNOFF DURING CONSTRUCTION USING ENGINEERING PRINCIPALS DETAILED IN THE CONNECTICUT GUIDELINES FOR SOIL AND EROSION AND SEDIMENT CONTROL. THE ACCOMPANYING PLANS PROVIDE THE FOLLOWING INFORMATION FOR THE IMPLEMENTATION OF THIS PLAN: - LOCATION OF SEDIMENT CONTROL BARRIERS - FINISHED GRADES TO BE ACHIEVED - CONSTRUCTION SEQUENCE AND DETAILS THIS PROJECT IS FOR THE DEVELOPMENT OF A TWO LOT RESIDENTIAL SUBDIVISION. AN EXISTING HOME WILL SERVE AS ONE OF THESE LOTS. THERE ARE INLAND WETLANDS ON THIS PROPERTY. CONSTRUCTION SEQUENCE: HOME 1. STAKEOUT LIMITS OF CONSTRUCTION FOR THE DRIVEWAY, HOME AND SEWAGE DISPOSAL SYSTEM. 2. INSTALL SEDIMENTATION CONTROL BARRIERS AS SHOWN ON THE PLAN. 3. REMOVE EXISTING VEGETATION AND TOPSOIL WITHIN THE LIMITS OF CONSTRUCTION. STOCKPILE TOPSOIL AS SHOWN ON THE PLAN. 4. ROUGH GRADE THE DRIVEWAYS AND HOUSE AREAS. 5. INSTALL/CONNECT UTILITIES 6. FOLLOWING CONSTRUCTION OF THE HOME, FINISH GRADE ALL DISTURBED AREAS. 7. LOAM AND SEED ALL DISTURBED AREAS. INSPECT SEDIMENT BARRIERS AFTER EACH STORM EVENT AND REPAIR OR REPLACE AS NECESSARY, CLEAN OUT OF ACCUMULATED SEDIMENT IS NECESSARY IF 1/2 OF THE ORIGINAL HEIGHT OF THE BARRIER BECOMES FILLED IN WITH SEDIMENT. GENERAL NOTES 1. MAINTAIN ALL SEDIMENT AND EROSION CONTROL FACILITIES UNTIL ALL AREAS HAVE BEEN STABILIZED. 2. LIMITS OF DISTURBANCE AND EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE CONSIDERED AS TYPICAL MINIMUM STANDARDS. THE OWNER AT THE TIME OF CONSTRUCTION WILL BE RESPONSIBLE FOR INSTALLING AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL AND FOR IMPLEMENTING ADDITIONAL MEASURES AS SITE CONDITIONS WARRANT. 3. SLOPES IN HIGH MAINTENANCE AREAS SHALL NOT EXCEED 3:1 (H: V). 4. NO DRIVEWAY SHALL BE GREATER THAN 20% SLOPE AT ANY POINT. ANY DRIVEWAY HAVING A GRADE OF 10% OR MORE, BUT NOT EXCEEDING 20%, SHALL BE PAVED FOR THE LENGTH OF THE DRIVEWAY EXCEEDING 10% GRADE. TEMPORARY SEEDING USE A TEMPORARY VEGETATION COVER OF ANNUAL RYE GRASS AT A RATE OF 1.0 Ibs./ 1000 S.F. APPLY 10-10-10 FERTILIZER, OR EQUIVALENT, AT A RATE OF 7.5 lbs./1000 S.F. AND LIMESTONE AT A RATE OF 90 lbs./1000 S.F. APPLY STRAW OR HAY MULCH AT A RATE OF 70 lbs./1000 S.F. PERMANENT SEEDING SEED BED PREPARATION: FINE GRADE AND RAKE SOIL SURFACE TO REMOVE STONES LARGER THAN 2" IN DIAMETER. APPLY LIMESTONE AT A RATE OF 90 lbs./1000 S.F. FERTILIZE WITH 10-10-10, OR EQUIVALENT, AT A RATE OF 7.5 lbs./1000 S.F. WORK LIMESTONE AND FERTILIZER INTO SOIL UNIFORMLY TO A DEPTH OF 4" WITH A HARROW OR EQUIVALENT. SEED APPLICATION: APPLY LAWN SEED BY HAND, CYCLONE SEEDER OR HYDROSEEDER. LIGHTLY DRAG OR ROLL THE SEED SURFACE TO COVER SEED. SEEDING SHOULD BE DONE BETWEEN APRIL 15 AND JUNE 15 OR BETWEEN AUGUST 15 AND SEPTEMBER 3O.IF SEEDING CANNOT BE DONE DURING THESE TIMES, REPEAT MULCHING PROCEDURE BELOW UNTIL SEEDING CAN TAKE PLACE. NOTE: IF HYDROSEEDER IS USED, INCREASE SEED MIXTURE BY 10%. MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE WITH STRAW OR HAY AT A RATE OF 70 lbs./1000 S.F. SPREAD hIULCH BY HAND OR MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE WITH TRACK MACHINE OR DISK HARROW. IT IS ANTICIPATED THAT CONSTRUCTION WILL COMMENCE IN THE SUMMER 2007. NOTE: 1. FILTER FABRIC SHALL BE MIRAFI "SILT FENCE", EXXON GTF 180, AMOCO 1380, OR APPROVED EQUAL. FILTER FABRIC SEDIMENT BARRIER NOT TO SCALE i © THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN. JOB# 07-030 M DEEP TEST PIT DATA LOCATION: 646 OLD COLCHESTER ROAD & GARDNER, INC. - 5/24/07 WITNESSED ANMD RECORDED BY: DAVID COUGHLIN, R.S. UNCAS HEALTH DISTRICT DATE: 5/24/07 DEPTH: 24" TEST PIT 1 TEST PIT 2 0-11" TOPSOIL 0-3" TOPSOIL 11-31" BROWN SANDY LOAM 3-16" BROWN SANDY LOAM 31-80" GREY SANDY TILL 16-87" GREY SANDY TILL MOTTLING: 31" MOTTLING: NONE NOTED GROUNDWATER: NONE NOTED GROUNDWATER @ 51" LEDGE: NONE NOTED LEDGE: NONE NOTED ROOTS: NONE NOTED ROOTS: NONE NOTED TEST PIT 3 TEST PIT 4 0-12" TOPSOIL 0-12" TOPSOIL 12-32" BROWN SANDY LOAM 12-42" BROWN SANDY LOAM 32-83" GREY SANDY TILL 42-82" GREY MEDIUM 9 3/4" COMPACT SANDY TILL MOTTLING: 32" MOTTLING: 31 " GROUNDWATER @ 67" GROUNDWATER @ 45" LEDGE: NONE NOTED LEDGE: NONE NOTED ROOTS: NONE NOTED ROOTS: NONE NOTED TEST PIT 5 - B100 PIT 0-12" TOPSOIL 12-31" BROWN SANDY LOAM 31-76" GREY SANDY TILL MOTTLING: 31" GROUNDWATER: NONE NOTED LEDGE: NONE NOTED ROOTS: NONE NOTED PERCOLATION TEST BY: DIETER & GARDNER, INC. - 5/24/07 NEXT TO TEST PIT 5 DEPTH: 24" / PRESOAKED: 1 HOUR TIME READING 2:00 3 3/4" 2:05 5 3/8" 2:10 6 1/8" 2:15 6 3/4" 2:20 7 1/4" 2:25 7 1/2" 2: 30 8 1/8" 2:35 8 5/8" 2: 40 9" 2:45 9 1/2" 2:50 9 3/4" 2:55 10" 3:00 10 3/8" PERC RATE: 17.4 MIN/INCH TABLE 2-C & GARDNER, INC. - 5/24/07 Accepted Tight Pipe for Building Sewer & Distribution Piping within 25 Feet of Open Watercourse or Drain, or Groundwater or Surface Water Piping within 25 Feet of Subsurface Sewage Disposal Systein / PRESOAKED: 1 HOUR TIME READING REMAItKS USE PIPE DESCRIrrION ACCEP"I'A.BL.E JOIN'I' 2:07 5 1/2" 2:12 Cast iron split sleeve bolted connector 2:17 9 3/4" Building sewer or distribution. piping Cast iron hubless pipe ASTM A-888 with rubber gasket MG coupling or 3" - 12 1 /4-" 2: 32 within 25 ft. of any open 2: 37 wide, heavy duty stainless steel banded Roll-on "donut type" gaskets not 15 5/8" watercourse, surface or groundwater 16 1/4" coupling with rubber gasket; Clamp -All acceptable( if used within 25 ft. of 2: 57 drain, cellar, footing or foundation 3:02 ANACO SD 4000 ore ual watercourse. Pipe must be properly Cast iron bell and s i of ASTM A-74 (:tubber com ression gaskets 30 drain bedded in (accordance with manufacturer's Joint meets ASTM D 3212 and specifications, laid in a straight line on a Ductile iron ANSI A21.51 Rubber com ression askets Groundwater and surface water uniform ade Extra strength PVC pressure water pipe Rubber compression gaskets 66 56 drainage pipes within 25 ft of a AWWA C-900 (PC 100 psi min..) 34 30 28 subsurface sewage disposal system. 24 Reinforced Concrete Pipe ASTM C 76 Rubber compression gaskets, ASTM C Note: Building sewer widiin 25,yet 443 Reinforced concrete water pipe, steel Rubber'corn-press ton gaskets 30.0 of building must be Table No. 2 42 34 piping. cylinder type, AWWA C-300/ C-301 26 24 BY: DIETER & GARDNER, INC. - 5/24/07 BETWEEN TEST PITS 1 & 2 DEPTH: 26" / PRESOAKED: 1 HOUR TIME READING 2: 02 2 1/2" 2:07 5 1/2" 2:12 8" 2:17 9 3/4" 2: 22 11 1/2" 2:27 12 1 /4-" 2: 32 13 1/4" 2: 37 13 7/8" 2:42 15 5/8" 2:47 16 1/4" 2: 52 17 5/8" 2: 57 18" 3:02 18 5/8" PERC RATE: 8 MIN/INCH I ILI LI\ I /IUI\I\� CONSTRUCTION ENTRANCE NOT TO SCALE Schedule 40, PVC ASTM D 1785 or Rubber compression gasketed couplings, "Use of 3 ' -wide approved stainless steel To reduce separation distances for ASTM D 2665 Hareo Mfg.,AS'fM D3139 or equal* or banded coluplings on PVC ASTM D 1785 the followinz other items listed in Solvent weld couplings/fittings using ScheduleO is acceptable Table: No. 1: PVC ASTM D 2211: SDR 21, 17 or 13.5 proper two step PVC solvent solution -Fluman habitation on adjacent property -Building served -Top of mmbanlanent -Property line -Pressure water lines -Swimming pools -Accessory structures -Utility service trench SANITARY DESIGN CRITERIA A. CONCEPTUAL LOT DEVELOPMENT PLANS FOR FOUR (4) BEDROOM HOME B. MINIMUM LEACHING SYSTEM SPREAD LOT# rocedure ABS Sch . le 40 is not acre table PVC ASTM F1760, SDR 35 Rubber compression gaskets or Joint crus meet ASTM D 3212 PVC ASTM D 3034. SDR 35 Solvent weld couplings/fittings using specificat ons. PVC ASTM F 789 proper two step PVC solvent solution 1.5 78.0' PVC ASTM F 679 procedure 4.1 - 6.0% 3111 PVC, CONTECH A-2026, ASTM F 949 Elastomeric gasket meets ASTM F 477 Joint meets ASTM D 3212 PVC, CONI'ECH A-2000, ASTM F 949 Gaskets meet ASTM F 477 Joint meets ASTM D 3212 PE, ADS N-12, ASTM F 667, AASHT0 Series 35 ADS coupling, o -ring gasket or Coupling ASTM D 3034/F 1336 M -294,24 -inch maximum diameter WT Pipe/joint (Gasketed belUspigot) Joints (C upling and wo meet ASTM D 72 62 54 3212 PE, Hancor Blue Seal, ASTM F 667, Blue Seal coupling/rubber compression 30 AASHTO M -294,24 -inch maximum gasket Joint meets ASTM D 3212 diameter A. CONCEPTUAL LOT DEVELOPMENT PLANS FOR FOUR (4) BEDROOM HOME B. MINIMUM LEACHING SYSTEM SPREAD LOT# DEEP TEST PIT GRADIENT RESTRICTION HF FF PF MLSS 1 5 6.1 - 8.0% 31 " 26 2.0 1.5 78.0' 2 1, 2, 3, 4 4.1 - 6.0% 3111 28 2.0 1.2 6 7.2' C. EFFECTIVE LEACHING AREA REQUIRED BY CODE: 660 S.F. D. 3-75' LONG X 36 INCH WIDE STONE TRENCHES ( 3.0 S.F./L.F. ) SELECTED FOR LEACHING SYSTEM DESIGN. LOT# MLSS PRIMARY LEACHING SYSTEM FOOTPRINT EFFECTIVE LEACHING AREA PROVIDED RESERVE SYSTEM 1 78.0' 4-75' LONG TRENCHES 27' X 75' 900 S.F. 2.0 SAME 2 67.2' 3-75' LONG TRENCHES 19' X 75' 675 S.F. >15.0 SAME E. PERFORATED PVC FOUNDATION DRAINAGE SHALL BE LOCATED A MINIMUM DISTANCE OF 25' FROM THE SEPTIC SYSTEM. SOLID WALL PVC FOUNDATION DRAINAGE SHALL BE LOCATED NO CLOSER THAN 10' FROM THE SEPTIC SYSTEM AND SHALL MEET TAB E 2-C OF THE CODE. A RODENT PROOF COVER SHALL BE PROVIDED ON THE FOUNDATION OUTLET DRAIN AT "DAYLIGHT". F. NEW LOT WILL REQUIRE AN ENGINEERED SEPTIC SYSTEM DESIGN IN ACCORDANCE WITH THE STATE HEALTH CODE. G. TO ENSURE THAT MINIMUM HEALTH CODE SEPARATING DISTANCES AND ZONING SETBACKS ARE MET, THE FOUNDATION AND SEPTIC SYSTEM SHALL BE STAKED OUT AND GRADES ESTABLISHED BY A LICENSED LAND SURVEYOR. AT THIS STAKEOUT, A BENCHMARK SHALL BE SET OUTSIDE THE AREA OF DISTURBANCE. H. AT THE TIME OF CONCEPTUAL LOT DEVELOPMENT OF THIS SUBDIVISION ALL PROPOSED WELLS WERE LOCATED A MINIMUM DISTANCE OF 75' FROM PROPOSED SEPTIC SYSTEMS. AT INDIVIDUAL LOT DEVELOPMENT THE ENGINEER SHALL BE RESPONSIBLE TO DETERMINE WELL LOCATIONS AND SEPTIC SYSTEM LOCATIONS ON ADJACENT LOTS THAT HAVE BEEN DEVELOPED. L T A 0 Y D E R R E E S I P T N R T I I C N H T C I H V E E S FACTOR TABLES HYDRAULIC FACTOR (HF) HYDRAULIC CTRADTF.W ( % nF gT.(Wp 1 #1 - Cannot Be Approved Unless Hydraulic Analysis Demonstrates Suitability. DIETER & GARDN Eh LAND SURVEYORS • PLANNERS 1641 CONNECTICUT ROUTE 12 GALES FERRY, CT. 06335 (860) 464-7455 FAX (860) 464-5028 EMAIL: DIETER.GARDNERQSNET.NET FACTOR TABLES FLOW FACTCJR (IFF) Non -Residential: Design Flow (GPD) / 300 (FF) PERCOLATION FACTOR (PF) `Percolation Rate : Percolation Factor -(P1) 1.0- 2.1- 3.1- 4.1- 6.1- 1.5 20.1 To 30.0 Minutes/Inch 2.0 30.1 To 45.0 Minutes/inch <1.0 2.0 3.0 4.0 6.0 8.0 10.0 15.0 >15.0 <18.0 SEE NOTE #1 18.0- 22.0 72 62 54 48 42 34 30 28 26 22.1- 26.0 66 56 48 42 34 30 28 26 24 26.1- 30.0 56 49 42 34 30 28 26 24 20 30.1- 36.0 48 42 34 30 28 26 24 20 18 36.1- 42.0 42 36 30 28 26 24 20 18 16 42.1- 48.0 36 32- 28 26 24 20 18 16 14 48.1- 60.0 30 28 24 22 20 18 16 14 10 >60.0 MLSS NEED NOT BE CONSIDERED #1 - Cannot Be Approved Unless Hydraulic Analysis Demonstrates Suitability. DIETER & GARDN Eh LAND SURVEYORS • PLANNERS 1641 CONNECTICUT ROUTE 12 GALES FERRY, CT. 06335 (860) 464-7455 FAX (860) 464-5028 EMAIL: DIETER.GARDNERQSNET.NET FACTOR TABLES FLOW FACTCJR (IFF) Non -Residential: Design Flow (GPD) / 300 (FF) PERCOLATION FACTOR (PF) `Percolation Rate : Percolation Factor -(P1) Up To 5.0 Minutes/Inch 1.0 5.1 To 10.0 Minutes/Inch 1.2 10.1 To 20.0 Minutes/Inch 1.5 20.1 To 30.0 Minutes/Inch 2.0 30.1 To 45.0 Minutes/inch 3.0 45.1 To 60.0 Minutes/Inch 5.0 USE OF MILSS FORMULA The resulting MLSS calculation for each design plan shall be compared to the system spread proposed. If the proposed spread is less than the results of the MLSS formula than the applicant may either: 1) increase the system spread to meet MLSS; 2) relocate the leaching system to a more favorable location on the property; 3) reduce the flow factor by eliminating bedrooms or by changing the intended usage of the proposed building; 4) have an in-depth hydraulic analysis performed in order to demonstrate site suitability and code compliance. DATE OF COMPLETION OF ALL WORK CHAIRMAN DATE APPROVED BY THE INLAND WETLANDS COMMISSION. CHAIRMAN DATE HEALTH OFFICER DATE CERTIFIED BY THE MONTVILLE PLANNING AND ZONING COMMISSION CHAIRMAN/SECRETARY DATE PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN THE DEVELOPMENT OF THIS PLAN 7. LAMSURY,EYOR I - DA E / 7 DEEP FEST PIT DATA PEIZC0EATI0N TEST DATA EROSION AND SEIDIMEill-IT T CONTROL NAIRIRATIVE AND DETAILS AND SATNT Ir-rAIR, Y IDLE SIG1�T CRITERIA (MINIMUM LEAC111INT C-3- SYS'T'EM SPREAD ST-JPDIVISION PROPIERTY OF I-IELEN MALIN0WSKY 646 OLD COLC11ES']'ER ROAD mop -z rVILLIE, CONNECTICUrr JUNE 2007 REVISED: JULY 18, 2007 SHEET 3 OF 3 GENERAL NOTES 1, MAP REFERENCES A) PROPERTY SURVEY SHOWING LOT LINE ADJUSTMENTS PREPARED FOR ROLAND F. CHAPMAN, JR. & SUSAN Y. CHAPMAN 618 OLD COLCHESTER ROAD UNCASVILLE, CONNECTICUT DATE: 02/27/02 SCALE: 1"=30' SHEET 1 OF 1. ADVANCED SURVEYS, LLC. 24 ST. REGIS AVENUE NORWICH. 06360 B) PROPERTY SURVEY PROPERTIES OF JOSEPH P. BONNER AND DIANE E. BONNER AND JOSEPH BRIAN BONNER OLD COLCHESTER ROAD MONTVILLE, CONNECTICUT SCALE 1"=200' DATE APRIL 1999 1 OF 1 S-1. TOTAL TECHNOLOGY INC CONSULTING ENGINEERS/LAND SURVEYORS 458 WILLIAMS STREET NEW LONDON, CT. 06320. C) BOUNDARY SURVEY MAP FOR SUBDIVISION OF PROPERTIES OF JOHN J. GAYNOR JR AND JOHN W. & EARLENE C. BROWN JR OLD COLCHESTER RD MONTVILLE CONN. SCALE 1"=20' DEC 15, 1983 REVISED: FEB 2, 1984 PREPARED BY FRANSEN CONSULTANTS SUITE 317 12 CASE ST NORWICH CONN. D) SUBDIVISION PLAN MADE FOR EDWARD HAYDEN CRANBERRY MEADOW - SECTION II OLD COLCHESTER ROAD & CRANBERRY DRIVE MONTVILLE, CONNECTICUT SCALE: 1"=40' CHANDLER PALMER & KING NORWICH, CT. FEBRUARY 21, 1986 ADDITIONS: .15 APRIL 1986 ADDITIONS & REVISIONS: 8 JULY 1986 ADDITIONS & REVISIONS: 8 AUG. 1986. E) SITE IS SHOWN AS FLOOD ZONE "C" ON FIRM FLOOD INSURANCE RATE MAP TOWN OF MONTVILLE, CONNECTICUT NEW LONDON COUNTY PANEL 10 OF 16 COMMUNITY -PANEL NUMBER 090099 0010 B EFFECTIVE DATE JULY 2, 1980 2. A PRE -BLAST SURVEY WILL BE DONE PRIOR TO ANY BLASTING ON SITE. 3. TOPOGRAPHY BASED ON USGS DATUM. 4. HOUSE, WELL, AND SEWAGE DISPOSAL SYSTEM ARE SHOWN CONCEPTUALLY ONLY ON LOT 2 5. LAND WITHIN 25 FEET OF THE CENTERLINE OF OLD COLCHESTER ROAD TO BE CONVEYED TO THE TOWN OF MONTVILLE AS SHOWN ON SHEET 2 OF 3. 6. ON AUGUST 28, 2007 THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION APPROVED THIS SUBDIVISION WITH THE FOLLOWING WAIVERS . A) SECTION 4.1 & 4.3 OF THE SUBDIVISION REGULATIONS TO ALLOW THE PLAN TO BE A CLASS D SURVEY INSTEAD OF AN A-2 AND NOT REFERENCE THE CONNECTICUT COORDINATE SYSTEM. AND THE FOLLOWING CONDITIONS: A) EASEMENTS TO BE APPROVED AS TO FORM BY THE TOWN ATTORNEY. B) A $2,000 E & S BOND SHALL BE POSTED FOR EACH LOT PRIOR TO THE ISSUE OF A ZONING PERMIT. C) NOTIFY THE ZONING OFFICER 48 HOURS PRIOR TO THE START OF CONSTRUCTION. D) NOTE ON PLAN: CHANGE EASEMENT TO GRADING, DRAINAGE & UTILITY (EASEMENT). 370 NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. THIS DRAWING IS THIE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN, JOB# 07-030 SOILS LEGEND SOILS PER "SOIL SURVEY OF NEW LONDON COUNTY CONNECTICUT" C IB _ D LEGEND STONE WALL CdC _ — - - - - - - - —PROPERTY LINE STREET LINE SANDY LOAMS, 3 TO 15 PERCENT SLOPES UTILITY POLE - — — — — — — — — - EXISTING CONTOUR ROCKY, 3 TO 15 PERCENT SLOPES APPROXIMATE LOCATION PAXTON AND MONTAUK VERY STONY FINE REGULATED SOILS PER Rn_ RIDGEBURY, LEICHESTER, AND WHITMAN "SOIL SURVEY OF NEW EXTREMELY STONY FINE SANDY LOAMS LONDON COUNTY CONNECTICUT" SUTTON EXTREMELY STONY FINE SANDY SOILS TYPE PER CdC SOIL SURVEY OF NEW WOODBRIDGE FINE SANDY LOAM, LONDON COUNTY CONNECTICUT" 3 TO 8 PERCENT SLOPES STREET ADDRESS AS 632 ASSIGNED BY ASSESSOR NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. THIS DRAWING IS THIE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN, JOB# 07-030 SOILS LEGEND SOILS PER "SOIL SURVEY OF NEW LONDON COUNTY CONNECTICUT" C IB _ CANTON AND CHARLTON VERY STONY FINE SANDY LOAMS, 3 TO 8 PERCENT SLOPES CdC _ CANTON AND CHARLTON EXTREMELY STONY FINE -'¢ SANDY LOAMS, 3 TO 15 PERCENT SLOPES CrC CHARLTON HOLLIS FINE SANDY LOAMS -JERY ROCKY, 3 TO 15 PERCENT SLOPES PdB - PAXTON AND MONTAUK VERY STONY FINE SANDY LOAMS, 3 TO 8 PERCENT SLOPES Rn_ RIDGEBURY, LEICHESTER, AND WHITMAN EXTREMELY STONY FINE SANDY LOAMS S 'B _ SUTTON EXTREMELY STONY FINE SANDY LOAM, 0 TO 8 PERCENT SLOPES WXB - WOODBRIDGE FINE SANDY LOAM, 3 TO 8 PERCENT SLOPES WZC - WOODBRIDGE AND RAINBOW EXTREMELY STONY SOILS, 3 TO 15 PERCENT SLOPES THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF THE PROFESSIONAL OPINION BY THE LAND SURVEYOR WHICH IS BASED ON HIS OR HER BEST KNOWLEDGE, INFORMATION AND BELIEF. 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LUSK / NOTE: AREA WEST/OF STO WALL NOT INVESTiGATEIi FOR WETLANDS I / I I — BY SOIL CIENTiST \ I II l J ! 1 1 l I 1 ( WXB I ' f 1 � � J / I � 1 1 1 �� I � >� AGL \ SXB / / / J I 6220 o / I / / 1 r1 l C / / 1 1 i l 1 I i 1 I I 360 DIETER & GARDNER LAND SURVEYORS O PLANNERS 1641 CONNECTICUT ROUTE 12 GALES FERRY, CT. 06335 (860) 464-7455 FAX (860) 464-5028 EMAIL: DIETER.GARDNERC SNET.NET POOL TIMOTHY M. SMITH MICHELLE A. BUTOVA 1 1 A632 WZC \ \ 1' AGL 6219 I i AREA=i,400,ObOf Sq. Ft. 1----- I 1 I ! � I 1 J �2.2t ACRES' J I J I \ ti I J N/F J I INLAND WETLANDS DELINEATED ANDREW IAN LAUDER ! I I BY SOL SCIENTIST r� I1 1 j I & SEE SET/'2 i k OFA 1 I I y 1 / I MAREN F. LAUDER FOR 40 SCALE Al -2 URVEY \ \ / 1 I 1� I 1 � I 1 \ / I i \ 1 I 1 1 C \ L&P 1 I - - 1 i - 1 6218 I + 1Ij ii I 1 I 1 \- - 425 1 1 - I 1 \ Ij..... I �:::•::�::::::•:�:::::•:�:::::•:�:::•::::;•::•: -.. RONALD E. BALDINI RICHARD L. 1 1 SHEET INDEX SHEET 1 100 SCALE MAP, GENERAL NOTES, LOCATION MAP SHEET 2 40 SCALE A-2 LOT LAYOUT SHEET 3 DEEP TEST PIT DATA & EROSION & SEDIMENT CONTROL NARRATIVE &DETAILS PROPERTY OWNER: HELEN MA I L MOWS Y K C/O MARILYN BALDIN I 40 BUSH HILL DRIVE NIANTIC, CT, 06357 1 1 PdB \-_===-_ __ _=^_:: / & & PLAN SHO w� N :.. b :;:::::::::;:::'::::.... 1 MARILYN E_ MA REBECCA R. BARNES 375 \ \ \` , �\ SUDDIVIsION PROPER,r'Y Off' 400 r</F CdC / - HELEN MAI- LINOsKY RONALD S. HUDSON N/F DENISE ANDRIF'V'rS 0 4 6 O LD C O L C E s T E R R 0 A D MONTVILLE, CONNEC'�'IC�J'7C' S C A. L E 1" 1-005 JUNE 2007 BOUNDARY SURVEY MAP REVISED: AUGUST 6, 2007 REVISED: SEPTEMBER 25, 2007 SHEET 1 OF 3 GRAPHIC SCALE THIS SURVEY .AND hIAP HAS BEEN PREPARED iN ACCORDANCE WITH SECTIONS 20-300b-'--1 THRU 20-300b-20 OF THF- REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM 100 0 50 100 200STANDARDS FOR S`1RVE`e'S AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE 400 CONi4EC CUT ASSOC'i'-.TiCiv OF LAND SURVEYORS INC. IT IS A BOUNDARY SURVEY CONFORIIIAING TO HORI=ONTAL ACCURACY CLASS ''D". TOPOGRAPHIC ACCURACY T -D. TO DIY KNOVYLEDGE N BELIEF, THIS MSP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ( IN FEET) 1 inch = 100 ft. TiTLE� -1 AN SURVEYOR CT No. 14206 DATE: JUNE 11, 2007 DH 400 SET N /F 8 2'3 DH \ S8 23'04"E DAVID APANASHK 12.54 FND \ 32.10' \ S82•23, F RB 7---- 04 SET RB \ --- 109.18' SET \ DH ` --_ S .1 "E ND S12'44'31"E SEPTIC AS BUILT �` --- RIGHT TO DRAIN \ 1 �� 20.19' NOT AVAILABLE TO BE CONVEYED DH\ 425 N F \ TO THE TOWN OF /-�1/ \ , DH / \ MONTVILLE 1 �/ �L1/-LL/ / SET S 1'3 FD \ DAVID APANASHK 440 \ »E S T N84'08'42"E 430 � 5.5 4�.// � 435 \ \ + I J 1 445 I 2$ W'01,16"E J r/ TO BE IDE DRAt S 2 01 1 s„ I 450 Z tel /� / CO VEYED WAGE EASEME E S82 01 16 E \--L!/--z1 THE TOWN r (SEE DE 34 ' \ \ � / 0 MO TAIL) • 1 10.40 �/ N TVILLE 375 \ � j I �f �1 W 1 I 1 l1 \ 1 1 � iv C; l 1 O \ w ! z I DRAIN , ) I CONCRETE GRATE ARE =122,536 S Ft. } 60 ' 1 q Q RETAINING i� I J , 2.81 ACRES > ` WALL 6 ` 1 O� I I 1 �W t ' wLo,15 CMP f oI I , OUTLET 1 ' 0It I 1 4 C) PT RIGHT TO DRAIN IS / TO CONVEYED ' I � 1 O 1 / / ' 1 � o BE S TO THE TOWN O / � °� OF MONTVILLE �i J � / DECK RB *EXISTING n HOUSE SET Ll -- / ---_ DRYWELL t 1 % 2 5 *EXISTING SEPTIC TANK / � ._.... / OTHER LANDS OF HELEN MALINOWSKY DH SET 582'23'04"E ' 32.10' N07'36 56 E 25.00' RB s, SET / --- 1--- -_ __ I N GR OU N D � ST�R S N82'01'16"4V : -` _ _P_O0L \ W OV HANG 642.95 �' \ 0 BE FILLED I t / \ PROPOAD WELL Ir 25' ' `---- ' PROPOSED DR] f {� TP1 , � \ VE ® N /F ROBERT J. LUSK `J STONE 1r.. DRAIN 00000000C?CD STONE WALL — PROPERTY LINE — — STREET LINE 0 DH SET DRILL HOLE SET 0 RB SET REBAR SET 0 IP FND IRON PIPE FOUND p MON SET 4 REBAR OR DRILL HOLE TO BESET � UTILITY POLE 11 BUILDING SAETBACK LINE APPROXIMATE TEST PIT LOCATION PT APPROXIMATE PERC TEST LOCATION / * LOCATION OF SEPTIC SYSTEM AS CHAIRMAN SHOWN ON PLAN ENTITLED "SURVEY AGL OF PROPERTY ON OLD COLCHESTER 5" CMP 6220 ROAD TOWN OF MONTVILLE, CONN. - BELONGING TO WILLIAM & HELEN y� MALINOWSKY" SCALE: 1"=30' DATE: NOVEMBER 1955 1ti I� 11 / N /F TIMOTHY M. SMITH MICHELLE A. BUTOVA OM ET RB R { P 1 l \ Y' Y�0° o l 1 l { l 8 p�N 1 l l { \ a o� ' 1 632 I j H PROPOSED tD ! 1 ( TP4 { a _..1 TS i �\ UNDERGROUi�D I ` rn ' r I ) UTILITIES � j' ' 1 i �XISTING 60 �+ PROPOSED SEPTIC SYSTEM J W J J ON LOT 2 MORE THAN 75'f MON 1 ! • 1 f FROM NEIGHBORING PROPERTI S \ l SET AREA=1,400,000f Sq. Ft. 1 I 1 f 32.2t ACRES _ 1 1 I � I 1 1 r 10 1 1 FD N f ! SILT ! L, f I ' , FENCE :- Q O t j1 �;�00 r I ( 50 SEPTIC J-�- -_/ �N 1 Ln \ SYSTEM BUFFER ` ---_ 1 0�'- �) ---- 1 1 V) RB ' I INLAND WETLANDS DELINEATED ••••••••••••-:-*-'-*-*-'-*-'-%-----1-2 FND l ) \ ::: BY SOIL SCIENTIST :::.•::�... ::.:..:::::::::::::. -_ N81.41 :: 547"W 1 1 1 1 ............. :::: 200 .0 o' TO I \ r AL I i _1 i '-- RB l 1 4 1 FND 1 :-:::::INLAND:::-:: `: . 1 1 \:: 15 1 ... :vuE... :I;ia . 0.08' \::.:.:.:.:.::::::.::::::.::::.....::.::::.::::::::..::...... N 81 '45 47 W l 60 \ 16 / 10.01 I :: RB ::::j 7: FND 0.20 I :4 1 1 I ........................................................................................... _I ...................................................................................... ...... \...................................................................................... ..................................................................................................... -- 1: PROPERTY r1 F ................................................................................................ ....... ................................................................................................ ............ ........................................................................................................................ . / CORNER 1 d t N j RONALD E. BALDINI 1 N & 1 . N --- , / MARILYN E. MALINOWSKY : t 2 0 1~ .. ............... ..................... ......................................................................................................... ..................... ........................................................................................................ . ........................................................................................................ :..:.: :': :'::'::::::':.:::.:::::::: .::_:: :::'::::'::::.:::... : (VACANT LOT) --�_ 1 \ DETAIL X98.34 --� ::'::::.::::::::::. :::::: ::::::::::::.::.:....:: ---� 11 \ ::':::.:...::::: N. T. S. �: ....... \ \ :2. \ I DH •1 ' 93)E FND S12'44'31 "F RIGHT TO DRAIN 106.62' 2019'. TO BE CONVEYED ' DH DH TO THE TOWN OF 32.81 MONTVILLE N82'23 04-'y�~-- 88.84' SET S p R842 E FND N85'16'S6"W 1� F SET N84'08' j 55.57' 54.75' N12'44'31 "W 18.96' X5.83' t181 '3) 22 ,. �---- S84'08 42 W THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF THE PROFESSIONAL OPINION BY THE LAND SURVEYOR WHICH IS BASED ON HIS OR HER BEST KNOWLEDGE, INFORMATION AND BELIEF. AS SUCH IT CONSTITUTES NEITHER GUARANTEE OR WARRANTY. NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BERIG ACCURATELY LOCATED OR DEPICTED. THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN JOB j# 07-030 --- / / N /F \ FND I P N g Os��0 W 3 JUNE P. WAGENBRENNER 400 RB ?6g.51' FND / N81 'l 9'33";y N/F / DH 64. 2, RONALD S. HUDSON FN FND N80'16'Q8 40vv N77'51'26"W DH n 9.81' FND THE STONE WALLS AND/OR FENCES SHOWN AS BOUNDARIES MAY HAVE IRREGULARITIES OF COURSE BETS'iEEN PRINCIPAL POINTS OF COURSE INDICATED DIETER & GA.RDNER LAND SURVEYORS • PLANNERS 1641 CONNECTICUT ROUTE 12 GALES FERRY, CT. 06335 (860) 454-7455 FAX (860) 464-5028 EMAIL: DIETER.GARDNEROSNET.NET N /F DENISE ANDREWS. WELL 0 GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. I DELINEATED THE INLAND WETLANDS AND WATERCOURSE BOUNDARY If ON THIS�,PROPERTY. I AM IN THE OPINION THAT THE WETLANDS BOUNDfZ ,rIHICH I�,AARKED ON THE PROPERTY IS SHOWN CORRECTLY marena li;�ff2�Mr MICHAEL G. SCHAEFER SOIL SCIENTIST la 29' 06"E 9.16' INSTALL CONSTRUCTION ENTRANCE AGL C� 6 219 0 N /F ANDREW IAN LAUDER MAREN F. LAUDER 10' WIDE EASEMENT GRANTING RIGHT TO GRADE; DRAIN & INSTALL UTILITIES IN FAVOR OF THE TOWN OF MONTVILLE (CROSSHATCHED AREA) N /F RICHARD L. & REBECCA R. BARNES CL&P Cd 6217 H P R W TS FD EXISTING CONTOUR HOUSE PRIMARY SEPTIC AREA RESERVE SEPTIC AREA WELL TOPSOIL STOCKPILE FOOTING DRAIN SILTFENCE CATCH BASIN DIRECTION OF FLOW SEPTIC TANK CLEARING/LIMITS OF DISTURBANCE (CONCEPTUAL) STREET ADDRESS AS ASSIGNED BY ASSESSOR II DATE OF COMPLETION OF ALL WORK 11 CHAIRMAN DATE APPROVED BY THE INLAND WETLANDS COMMISSION. CHAIRMAN DATE HEALTH OFFICER DATE CERTIFIED BY THE MONTVILLE PLANNING AND ZONING COMMISSION CHAIRMAN/SECRETARY DATE PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN THE DEVELOPMENT OF THIS PLAN 2 LA S URV EY0 DA PLAN SHOWING SLTPIIIVISION PFI),OPERT'v OF ,so HELEN MALIIll OWS K Y 646 OLD COLCI--IES-rRj:: ROAD M0Ill - 'VILLE , C ONNE C-rICtTT SCALE. I"= -et 0 JUNE 2007 REVISED: JULY 18, 2007 REVISED: AUGUST 6, 2007 SHEET 2 OF 3 REVISED: SEPTEMBER 25, 2007 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 .OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTIWT ASSOCIH;ION OF LAND SURVEYORS, INC. IT IS A BOUNDARY SURVEY BASED ON A. RESURVEY -CSO FORM," TO HORIZONTAL ACCURACY CLASS A-2. TOPOGRAPHIC ACCURACY T -D. TO MY KN"' '41 GE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. TITLE: ' , ND SURVEYOR CT No. 14208 DATE: JUNE 11, 2007 EROSION & SEDIMENTATION CONTROL PLAN THIS PLAN HAS BEEN DEVELOPED TO MINIMIZE EROSION AND SEDIMENTATION AND REDUCE THE IMPACT OF STCONNECTICUT OGUIDELIINES FORSSOILCTION USING AND EROSIONANDES ING PRINCIPALS DETAILED IN THEHE SEDIMENT CONTROL. THE ACCOMPANYING PLANS PROVIDE THE FOLLOWING INFORMATION FOR THE IMPLEMENTATION OF THIS PLAN: - LOCATION OF SEDIMENT CONTROL BARRIERS - FINISHED GRADES TO BE ACHIEVED - CONSTRUCTION SEQUENCE AND DETAILS THIS PROJECT IS FOR THE DEVELOPMENT OF A TWO LOT RESIDENTIAL SUBDIVISION. AN EXISTING HOME WILL SERVE AS ONE OF THESE LOTS. THERE ARE INLAND WETLANDS ON THIS PROPERTY. CONSTRUCTION SEQUENCE: HOME 1. STAKEOUT LIMITS OF CONSTRUCTION FOR THE DRIVEWAY, HOME AND SEWAGE DISPOSAL SYSTEM. 2. INSTALL SEDIMENTATION CONTROL BARRIERS AS SHOWN ON THE PLAN. 3. REMOVE EXISTING VEGETATION AND TOPSOIL WITHIN THE LIMITS OF CONSTRUCTION. STOCKPILE TOPSOIL AS SHOWN ON THE PLAN. 4. ROUGH GRADE THE DRIVEWAYS AND HOUSE AREAS. 5. INSTALL/CONNECT UTILITIES 6. FOLLOWING CONSTRUCTION OF THE HOME, FINISH GRADE ALL DISTURBED AREAS. 7. LOAM AND SEED ALL DISTURBED AREAS. INSPECT SEDIMENT BARRIERS AFTER EACH STORM EVENT AND REPAIR OR REPLACE AS NECESSARY. CLEAN OUT OF ACCUMULATED SEDIMENT IS NECESSARY IF 1/2 OF THE ORIGINAL HEIGHT OF THE BARRIER BECOMES FILLED IN WITH SEDIMENT. GENERAL NOTES 1. MAINTAIN ALL SEDIMENT AND EROSION CONTROL FACILITIES UNTIL ALL AREAS HAVE BEEN STABILIZED. 2. LIMITS OF DISTURBANCE AND EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE CONSIDERED AS TYPICAL MINIMUM STANDARDS. THE OWNER AT THE TIME OF CONSTRUCTION WILL BE RESPONSIBLE FOR INSTALLING AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL AND FOR IMPLEMENTING ADDITIONAL MEASURES AS SITE CONDITIONS WARRANT. 3. SLOPES IN HIGH MAINTENANCE AREAS SHALL NOT EXCEED 3:1 (H: V). 4. NO DRIVEWAY SHALL BE GREATER THAN 20% SLOPE AT ANY POINT. ANY DRIVEWAY HAVING A GRADE OF 10% OR MORE, BUT NOT EXCEEDING 20%, SHALL BE PAVED FOR THE LENGTH OF THE DRIVEWAY EXCEEDING 10% GRADE. TEMPORARY SEEDING USE A TEMPORARY VEGETATION COVER OF ANNUAL RYE GRASS AT A RATE OF 1.0 lbs./ 1000 S.F. APPLY 10-10-10 FERTILIZER, OR EQUIVALENT, AT A RATE OF 7.5 lbs./1000 S.F. AND LIMESTONE AT A RATE OF 90 lbs./1000 S.F. APPLY STRAW OR HAY MULCH AT A RATE OF 70 lbs./1000 S.F. PERMANENT SEEDING SEED BED PREPARATION: FINE GRADE AND RAKE SOIL SURFACE TO REMOVE STONES LARGER THAN 2" IN DIAMETER. APPLY LIMESTONE AT A RATE OF 90 lbs./1000 S.F. FERTILIZE WITH 10-10-10, OR EQUIVALENT, AT A RATE OF 7.5 lbs./1000 S.F. WORK LIMESTONE AND rERTILIZER INTO SOIL UNIFORMLY TO A DEPTH OF 4" WITH A HARROW OR EQUIVALENT, SEED APPLICATION: APPLY LAWN SEED BY HAND, CYCLONE SEEDER OR HYDROSEEDER. LIGHTLY DRAG OR ROLL THE SEED SURFACE TO COVER SEED. SEEDING SHOULD BE DONE BETWEEN APRIL 15 AND JUNE 15 OR BETWEEN AUGUST 15 AND SEPTEMBER 30.IF SEEDING CANNOT BE DONE DURING THESE TIMES, REPEAT MULCHING PROCEDURE BELOW UNTIL SEEDING CAN TAKE PLACE. NOTE: IF HYDROSEEDER IS USED, INCREASE SEED MIXTURE BY 10%. MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE WITH STRAW OR HAY AT A RATE OF 70 lbs./1000 S.F. SPREAD MULCH BY HAND OR MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE WITH TRACK MACHINE OR DISK HARROW. IT IS ANTICIPATED THAT CONSTRUCTION WILL COMMENCE IN THE SUMMER 2007. NOTE: 1. FILTER FABRIC SHALL BE MIRAFI "SILT FENCE", EXXON GTF 180, AMOCO 1380, OR APPROVED EQUAL. FILTER FABRIC SEDIMENT BARRIER NOT TO SCALE © THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN JOB# 07-030 N( 1. DEEP TEST PIT DATA LOCATION: 646 OLD COLCHESTER ROAD WITNESSED ANMD RECORDED BY: DAVID COUGHLIN, R.S. UNCAS HEALTH DISTRICT DATE: 5/24/07 TEST PIT 1 TEST PIT 2 0-11" TOPSOIL 0-3" TOPSOIL 11-31" BROWN SANDY LOAM 3-16" BROWN SANDY LOAM 31-80" GREY SANDY TILL 16-87" GREY SANDY TILL MOTTLING: 31" MOTTLING: NONE NOTED GROUNDWATER: NONE NOTED, GROUNDWATER @ 51" LEDGE: NONE NOTED LEDGE: NONE NOTED ROOTS: NONE NOTED ROOTS: NONE NOTED TEST PIT 3 0-12" TOPSOIL 12-32" BROWN SANDY LOAM 32-83" GREY SANDY TILL MOTTLING: 32" GROUNDWATER ® 67" LEDGE: NONE NOTED ROOTS: NONE NOTED TEST PIT 5 - B100 PIT 0-12" TOPSOIL 12-31" BROWN SANDY LOAM 31-76" GREY SANDY TILL MOTTLING: 31" GROUNDWATER: NONE NOTED LEDGE: NONE NOTED ROOTS: NONE NOTED PERCOLATION TEST BY: DIETER & GARDNER, INC. - 5/24/07 NEXT TO TEST PIT 5 DEPTH: 24" / PRESOAKED: 1 HOUR TIME READING 2:00 3 3/4" 2:05 5 3/8" 2:10 6 1/8" 2:15 6 3/4" 2:20 7 1/4" 2: 25 7 1 /2" 2-30 8 1/8' 2:35 8 5/8" 2:40 91) 2:45 9 1/2" 2:50 9 3/4" 2:55 10" 3:00 10 3/8" PERC RATE: 17.4 MIN/INCH TEST PIT 4 0-12" TOPSOIL 12-42" BROWN SANDY LOAM 42-82" GREY MEDIUM COMPACT SANDY TILL MOTTLING: 31" GROUNDWATER © 45" LEDGE: NONE NOTED ROOTS: NONE NOTED PERCOLATION TEST BY: DIETER & GARDNER, INC. - 5/24/07 BETWEEN TEST PITS 1 & 2 DEPTH: 26" / PRESOAKED: 1 HOUR TIME READING 2:02 2 1/2" 2: 07 5 1/2" 2:12 8" 2:17 9 3/4" 2:22 11 1/2" 2:27 12 1/4" 2:32 13 1/4', 2: 37 13 7/8" 2:42 15 5/8" 2: 47 16 1/4" 2:52 17 5/8" 2:57 18" 3: 02 18 5/8" PERC RATE: 8 MIN/INCH NOT TO SCALE CE 7 TABLE 2-C Accepted Tight Pipe for Building Sewer & Distribution Piping within 25 Feet of Open 'Watercourse or Drain, or Groundwater or Surface Water Wiping within 25 Feet of Subsurface Sewage Disposal System USE PIPE DESCRIPTION A CCEP'FABLE JOINT REMARKS HF FF Cast iron split sleeve bolted connector MLSS Building sewer or distribution piping Cast iron hubless pipe ASTM A-888 with rubber gasket MG coupling or 3" - 31" within 25 fl. of any open 2.0 wide, heavy duty stainless steel banded Roll-on "donut type" gaskets not watercourse, surface or groundwater 1, 2, 3, 4 coupling with rubber gasket; Camp -Alt acceptable if used within 25 ft. of drain, cellar, footing or foundation 2.0 ANACO SD 4000 or e< ual watercourse. Pipe must be properly Cast iron bell ands iaot ASTM A-74 Rubber con ression askets drain and Groundwater and surface water drainage pipes within 25 ft of a subsurface sewage disposal system. bedded in accordance with manufacturer's specifications, laid in a straight line on a uniform grade Ductile iron ANSI A21.51 Rubber com ressionaskets Extra strength PVC pressure water pipe AWWA C-900 (PC 100 psi min.) Rubber compression gaskets Reinforced Concrete Pipe ASTM C 76 [tubber compression gaskets, ASTM C Vote: Building sewer within 25 t<;et of building must be `cable No. 2 piping. 54 443 42 Reinforced concrete water pipe, steel cylinder type, A. VWA C-300/ C-301 Rubber'coiripmssion gaskiets 28 26 22.1- Schedule 40, PVC ASTM D 1.785 or Rubber compression gasketed couplings, "Use of 3" -wide approved stainless steel To reduce separation distances for ASTM D 2665 Harco Mfg.,ASTM D3139 or equal` or banded couplings on PVC ASTM D 1785 the following other items listed in PVC ASTM D 2241: SDR 21, 17 or 13.5 Solvent weld couplings/fittings using proper two step PVC solvent solution Schedulc 40 is acceptable Table No. 1: 42 34 _..Procedure ABS Schedule 40 is not acceptable -Human habitation on adjacent 24 26.1- property -Building served -Top of rntbankrnent -Property line PVC ASTM F1760, SDK 35 PVC ASTM D 3034, SDR 35 PVC ASTM F 789 PVC ASTM F 679 Rubber compression gaskets or Solvent weld couplings/fittings using proper two step PVC solvent solution procedure Joint must meet ASTM D 3212 specifications. -Pressure: water lines -Swimming pools -Accessory structures -Utility service trench PVC, CONTECH A-2026, ASTM F 949 Elastomeric gasket meets ASTM F 477 Joint meets ASTM D`3212 PVC, CONTECH A-2000, ASTM F 949 Gaskets meet ASTM F 477 Joint meets ASTM D 3212 PE, ADS N-12, ASTM F 667, AASHTO M-294, 24 -inch maximum diameter Series 35 ADS coupling, o -ring gasket or WT Pipe/joint (Gasketed belUspigot) Coupling: ASTM D 3034/F 1336 Joints (Coupling and WT) meet ASTM D 30.1- 3212 PE, Hancor Blue Seal, ASTM F 667, Blue Seal coup I i ng/rubber compression AASHT0 M -294,24 -inch maximum gasket Joint meets ASTM U 3212 42 diameter 30 28 SANITARY DESIGN CRITERIA A. CONCEPTUAL LOT DEVELOPMENT PLANS FOR FOUR (4) BEDROOM HOME B. MINIMUM LEACHING SYSTEM SPREAD LOT# DEEP TEST PIT GRADIENT RESTRICTION HF FF PF MLSS 1 5 6.1 - 8.0% 31" 26 2.0 1.5 78.0' 2 1, 2, 3, 4 4.1 - 6.0% 31 T" 28 2.0 1.2 67.2' C. EFFECTIVE LEACHING AREA REQUIRED BY CODE: 660 S.F. D. 3-75' LONG X 36 INCH WIDE STONE TRENCHES ( 3.0 S.F./L.F. ) SELECTED FOR LEACHING SYSTEM DESIGN. LO T# MLSS PRIMARY LEACHING SYSTEM FOOTPRINT EFFECTIVE LEACHING AREA PROVIDED RESERVE SYSTEM 1 78.0' 4-75' LONG TRENCHES 27' X 75' 900 S.F. SAME 2 67.2' 3-75' LONG TRENCHES 19' X 75' 675 S.F. SAME E_ PERFORATED PVC FOUNDATION DRAINAGE SHALL BE LOCATED A MINIMUM DISTANCE OF 25' FROM THE SEPTIC SYSTEM. SOLID WALL PVC FOUNDATION DRAINAGE SHALL BE LOCATED NO CLOSER THAN 10' FROM THE SEPTIC SYSTEM AND SHALL MEET TABLE 2-C OF THE CODE. A RODENT PROOF COVER SHALL BE PROVIDED ON THE FOUNDATION OUTLET DRAIN AT "DAYLIGHT". F. NEW LOT WILL REQUIRE AN ENGINEERED SEPTIC SYSTEM DESIGN IN ACCORDANCE WITH THE STATE HEALTH CODE. G. TO ENSURE THAT MINIMUM HEALTH CODE SEPARATING DISTANCES AND ZONING SETBACKS ARE MET, THE FOUNDATION AND SEPTIC SYSTEM SHALL BE STAKED OUT AND GRADES ESTABLISHED BY A LICENSED LAND SURVEYOR. AT THIS STAKEOUT, A BENCHMARK SHALL BE SET OUTSIDE THE AREA OF DISTURBANCE. H. AT THE TIME OF CONCEPTUAL LOT DEVELOPMENT OF THIS SUBDIVISION ALL PROPOSED WELLS WERE LOCATED A MINIMUM DISTANCE OF 75' FROM PROPOSED SEPTIC SYSTEMS. AT INDIVIDUAL LOT DEVELOPMENT THE ENGINEER SHALL BE RESPONSIBLE TO DETERMINE WELL LOCATIONS AND SEPTIC SYSTEM LOCATIONS ON ADJACENT LOTS THAT HAVE BEEN DEVELOPED. L T A 0 Y D E R R E E S I P T N R T I I C N H T C I H V E E S FACTOR. TABLES HYDRAULIC FACTOR (HF) HY1)R AT TT .Tr r:R A T)TFMT / 0/ nV QT nDV N #1 - Cannot Be Approved Unless Hydraulic Analysis Demonstrates Suitability. D 1E T1__.! E & G A R D 1\ _L__1 E LAND SURVEYORS • PLANNERS 1641 CONNECTICUT ROUTE 12 GALES FERRY, CT. 06335 (860) 464-7455 FAX (860) 464-5028 EMAIL: DIETER.GARDNER@SNET.NET FACTOR TABLES FLOW FACTOR (FF) Non -Residential: Design Flow (GPD) / 300 (FF) PERCOLATION FACTOR (PF) Percolation Rate : - Percolation Factor. (PF) 1.0- 2.1- 3.1- 4.1- 6.1- 8.1- 20.1 To 30.0 Minutes/Inch 2,0 30.1 To 45.0 Minutes/Inch <1.0 2.0 3.0 4.0 1 6.0 1 8.0 10.0 15.0 >15.0 <18.0 SEE NOTE #1 18.0- 22.0 72 62 54 48 42 34 30 28 26 22.1- 26.0 66 56 48 42 34 30 28 26 24 26.1- 30.0 56 49 42 34 30 28 26 24 20 30.1- 36.0 48 42 34 30 28 26 24 20 18 36.1- 42.0 42 36 30 28 26 24 20 18 16 42.1- 48.0 36 32 28 26 24 20 18 16 14 48.1- 60.0 30 28 24 22 20 18 16 14 10 >60.0 MLSS NEED NOT BE CONSIDERED #1 - Cannot Be Approved Unless Hydraulic Analysis Demonstrates Suitability. D 1E T1__.! E & G A R D 1\ _L__1 E LAND SURVEYORS • PLANNERS 1641 CONNECTICUT ROUTE 12 GALES FERRY, CT. 06335 (860) 464-7455 FAX (860) 464-5028 EMAIL: DIETER.GARDNER@SNET.NET FACTOR TABLES FLOW FACTOR (FF) Non -Residential: Design Flow (GPD) / 300 (FF) PERCOLATION FACTOR (PF) Percolation Rate : - Percolation Factor. (PF) Up To 5.0 Minutes/Inch 1.0 5.1 To 10.0 Minutes/Inch 1.2 10.1 To 20.0 Minutes/Inch 1.5 20.1 To 30.0 Minutes/Inch 2,0 30.1 To 45.0 Minutes/Inch 3.0 45.1 To 60.0 Minutes/Inch S,0 USE OF MLSS FORMULA The resulting MLSS calculation for each design plan shall be compared to the system spread proposed. If the proposed spread is less than the results of the MLSS formula than the applicant may either: 1) increase the system spread to meet MLSS; 2) relocate the leaching system to a more favorable location on the property; 3) reduce the flow factor by eliminating bedrooms or by changing the intended usage of the proposed building; 4) have an in-depth hydraulic analysis performed in order to demonstrate site suitability and code compliance. DATE OF COMPLETION OF ALL WORK CHAIRMAN DATE CHAIRMAN DATE HEALTH OFFICER DATE CERTIFIED BY THE MONTVILLE PLANNING AND ZONING COMMISSION CHAIRMAN/SECRETARY DATE K / /,,I -.1 4 __ . APPROVED BY THE INLAND WETLANDS COMMISSION. DEEP VEST PIT DATA PERCOLAT'I®N TEST DATA EROSION AND SEDIMENT CONT'R,OL NARRATIVE AND DETAILS AND SANITARY DESIGN CRITERIA MINIMUM L1EACIE-1I1-s-TG SYSTEM SPREAD ) S1T1313IVISI01\; PROPERTY CJ F' 1E-IELEN MALIN®_N'V"SKY 646 OLD C0LC1-TESTE1?- ROAD MONTVILLE, CONl�TECTICiCTT i JUNE 2007 CHAIRMAN DATE HEALTH OFFICER DATE CERTIFIED BY THE MONTVILLE PLANNING AND ZONING COMMISSION CHAIRMAN/SECRETARY DATE PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN THE DEVELOPMENT OF THIS PLAN LA SURV OR ATE REVISED: JULY 18, 2007 SHEET 3 OF 3 a I ILI LI\ I !'1U1\Il. CONSTRUCTION ENTRAN