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HomeMy WebLinkAboutSubdivision Plan REV 10-30-2017Q Cd C4 a 0 00 00 v a Q 00 00 ko V W C� U Shawn Meaike 218 Old Black Point Road Mantic, CT 06457 Property Info Address: 45 Oakland Drive Montville Assessor's ID: 051-011-000 Area: 10.45+ Acres Owner: Shawn Meaike Deed Reference: Volume 621, Page 917 O 2017 BOUYDARIES LLC Elmo] THIS DRAWING 1S THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC, Su.. bdl.v-lslon Flar Location Map Scale, l" = 500' Sheet. No. Description 1 Cover Sheet 2 Record Subdivison Plan 3 Conceptual Development Plan 4 Notes &Details The Uncas Health District issued a determination of suitability for the lots depicted on this plan on September 12, 2017. The Montville Inland Wetlands & Watercourses Commission voted to forward a favorable report to the Montville Planning and Zoning Commission for this plan on September 21, 2017. Subdivision Approval was granted with conditions by the Montville Planning and Zoning Commission on October 10, 2017. The conditions of approval are: 1. The ZEO must be contacted 24 hours prior to start of construction. 2. Revise plan to show proposed details of driveway surfaces. 3. Revise plan to show proposed footing drain locations/outlets. 4. Lot Development Plans along with a $2,000 E&S Bond shall be submitted prior to issuance of a Zoning Permit for the individual lots, 5. lot Development Plans shall also have the note: "Any future work involving regulated activities requires review and approval from the Montville Inland Wetlands Commission". "APPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION" V 31 SIGNATURE OF CWTOK OR SECRETARY DATE CByy.DEC1? I HAVE CONDUCTED AN ON --SITE SOIL INVESTIGATION OF THE "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY PARCEL OF LAND DEPICTED HEREON. :THE WATERCOURSES AND CORRECT AS NOTED FfE EON." INLAND WETLAND BOUNDARIES AS PORTRAYED ARE AN ACCURATE REPRESENTATION OF THE DELINEATION PERFORMED IN THE FIELD. f cf-3'ijr ? f - z9 9 02 7001 s DEMIAN A. SORRENTINO, C.S.S. DATE DAVID C. McKAY, P.E. LICENSE NO. DATE JOHN U. FA SE J LICENSE N0. DATE Now IN' / F T. Patrick & SURVEY NOTES W. Barry N/F Town of 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES 4658 Montville CL&P Subject SECTIONS 20-3008-1 THROUGH 20-JOOB-20 AND THE "'STANDARDS FOR SURVEYS AND MAPS IN THE •TTE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND Property SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A "SUBDIVISION PLAN' AND CONFORMS TO Sign "Oakland Drive HORIZONTAL CLASS A-2 AND TOPOGRAPHIC CLASS T 12 ACCURACY STANDARDS, IT IS INTENDED TO BE .& Dead End USED FOR SUBDIVISION PURPOSES. 15000 Sign "Stop" 11 Property Corner N30'46"01 "E 2. NORTH ORIENTATION DEPICTED HEREON IS APPROXIMATE NORTH AMERICAN DATUM 1983 (NAD83) BASED33.21' 78-31 *370W N1 1*28'23"W UPON GLOBAL POSITIONING SYSTEM OBSERVATIONS, OBSERVED ON MARCH Z 2017. N/F Sign "Stop Ahead" 2.49' Iron J. VERTICAL DATUM DEPICTED HEREON IS APPROXIMATE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) T. H a d l e r R=235.00' BASED UPON GLOBAL POSITIONING SYSTEM OBSERVATIONS USING GEOIDE12A ON MARCH 2, 2017, Rod L=67.47' S19*3724"E OD Rec TAN=33.97' 67.02 2.55 4. ALL SUBTERRANEAN FEATURES AND IMPROVEMENTS MAY NOT BE DEPICTED OR NOTED HEREON. A=16*2656* S18!316370W CHD=67.23' cp CP 5. LAND RECORDS RESEARCH WAS COMPLETED ON MARCH 17, 2017. FIELD SURVEY WAS COMPLETED ON T 4659 4896 N/F -to Iron JULY 28, 2017. N/F CH BRG=N38'5929 A (D ® Pipe J. Danao, Kobyluck Subject Rec 6. INLAND WETLANDS WERE DELINEATED BY DEMIAN A. SORRENTINO, C.S.S. ON JANUARY J1, 2017. TOTAL HELT PROPOSED STREETLINE AREA OF WETLAND/WATERCOURSE ON THE SUBJECT PROPERTY IS 2.5,061± SF (0.58± AC). 46b -9S' Property ®. 7. RECORD TITLE TO THE SUBJECT PROPERTY MAY BE REFERENCED TO A WARRANTEE DEED FROM V�P\ Iro MARGARET B. HAIGHT TO SHAWN MEAIKE RECORDED DECEMBER 07, 2016 IN THE TOWN OF MONTVILLE D R=235.00' LAND RECORDS VOLUME 621 PAGE 917, 0*0 Iron Pipe- Rec 62 Iron 0 (See Detail W) Rod L=67.47" UP TAN=3J.97" 8. THE SUBJECT PROPERTY IS IDENTIFIED AS 45 OAKLAND DRIVE, TOWN OF MONTVILLE ASSESSOR'S MAP Rec -3 Iron 0 51, LOT 11. Rod `I co *56" HELT- R=225.00' N/F 6=16*26* CHD=67.23' Rec 4897 L=265.05' 9. THE SUBJECT PROPERTY IS ZONED R-80 IN ACCORDANCE WITH A ZONING MAP AMENDMENT APPROVED CH BRG=NJ1r5929 T I TAN= 150.32' John P. & Susan A. BY THE MONTVILLE PLANNING & ZONING COMMISSION ON JUNE 13, 2017, HAVING AN EFFECTIVE DATE 11 - 11 6=6729'37" Wronowski R=275.00' (Total) OF JULY J, 2017. 38E CHD=249.99' Volume 536 Page 665 L=61,75' N/F A=12 51 ' 53 CH BRG=S53*22'13*'E 7AN=J1.00' Detail "B" N/F 10. THE SUBJECT PROPERTY MAY BE SUBJECT TO AND/OR TOGETHER WITH, THE FOLLOWING: *' Kobyluck A. AN EASEMENT IN FAVOR OF THE CONNECTICUT POWER COMPANY AS MAY BE DESCRIBED IN VOLUME Scott GloverCHD=61,62" Existing Pole Line Easement 43, PAGE 321 OF THE MONTVILLE LAND RECORDS (SEE REFERENCE MAP J3). CH BRG=S80`4 1'05'"E Not to Scale (See Survey Notes 10A, 10B & Property Comer B. AN EASEMENT IN FAVOR OF THE CONNECTICUT POWER COMPANY AS MAY BE DESCRIBED IN VOLUME P 489(5� 10C and Reference Map 13) S u bj ect 43, PAGE 336 OF THE MONTVILLE LAND RECORDS. I� Oakland R=275.00' Property C. RIGHTS AS MAY BE DESCRIBED IN VOLUME 48, PACE 417 OF THE MONTVILLE LAND RECORDS. O \\ \ 1 ? i cp 1 4� 11 4899" HELY L= 114.17' S8707 4900S TAN 57.92' D. RESTRICTIONS AND COVENANTS AS MAY BE DESCRIBED IN VOLUME 55, PAGE .533 OF THE See Survey Notes A=2Y47'17 " MONTVILLE LAND RECORDS. 10A, 108 & 10C \ 56., `off 'T, \ rl CHD= 113.36' 14ELT�l CH BRG=S62*21300E E. RESTRICTIONS, RIGHTS AND COVENANTS AS MAY BE DESCRIBED IN VOLUME 57, PACE 279 OF THE 4900 OIL 1, MONTVILLE LAND RECORDS. N/F N 1 *44'51 T Diane Nazarko 20.00- F. AN EASEMENT IN FAVOR OF THE CONNECTICUT POWER COMPANY AS MAY BE DESCRIBED IN VOLUME O 57, PACE 391 OF THE MONTVILLE LAND RECORDS (SEE REFERENCE MAP J4). lel Iron \ � ' �```�\ \- LAND LYING BETWEEN THE CENTERLINES OF OXOBOXO 11. AT A TOWN MEETING HELD ON OCTOBER 9, 1959, THE TOWN OF MONTVILLE VOTED -TO ACCEPT AND Rod CROSS ROAD AND OAKLAND DRIVE AND THE PROPOSED. STREETUNE AS SHOWN TO BE GRANTED TO THE TOWN OF MAINTAIN AS A TOWN HIGHWAY A RIGHT OF WAY KNOWN AS OAKWOOD DRIVE LEADING FROM OXOBOXO Iron Rec Detail "A" Rod WF MONTVILLE FOR HIGHWAY PURPOSES (HATCHED AREA) CROSSROAD TO THE NORTHEASTERLY CORNER OF HOME LOT OF ELKIN AND BESSIE SMITH" OAKWOOD Rec 1A \ \ \ ` S \ \ �,- i I �`° ��� 1 i AREA: 0.80± ACRES (35,0561 SF) Not to Scale DRIVE IS NOW KNOWN AS OAKLAND DRIVE. (REFERENCE TOWN MEETING BOOK 4, PAGE 189-190). �� f / \, \ \ , l I 12. NO PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA (SFHA) Iron Inland Wetland PROPOSED STREETUNE AS DEMONSTRATED UPON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), NATIONAL FLOOD See Survey Notes TY N/F Rod (Pond) INSURANCE PROGRAM (NFIP), FLOOD INSURANCE RATE MAP (FIRM), NEW LONDON COUNTY, Nikkolas & Amanda Rec, 1 OA, I OB & 10C CL&P R=362.52' CONNECTICUT, ALL JURISDICTIONS, PANEL 327 OF 554, MAP NUMBER 0901 1CO327G, EFFECTIVE DATE WF "0 4901 L=73.86' JULY 18, 2011. Liggett _J TAN=37.06' / / / / \ / A=11*40"22" N4X47'02`E CHD-73.73' 73C REFERENCE MAPS 20.00 CH BRG=S39*27'13 NE ''y / / / / j \ / / / ` \ \ ` i 1. PLAN OF LAND AT OXOBOXO LAKE, OWNED BY DANIEL POLSKY - SIMON SOLOMON & ELKIN SMITH, Arborvitae Row I WF SCALE. 1"- 80 FEET, DATED: APRIL 1951, LAST REVISED: OCTOBER 1958, PREPARED BY CHANDLER & PALMER' ENGRS. (MONTVILLE LAND RECORDS MAP FILE J177-8 AND 178-A) R=,363.45' Chain -Link Fence 13AI N/F L=75.79' 2. MONTVILLE, CONNECTICUT, MAP SHOWING LAND OF DANIEL W. & MAUREEN A. KOBYLUCK, SCALE. 1�-40' �.-Iron Rod Rec ?P TM=38.03' John P. & Susan A. (See Detuil 8 �4902 SEPTEMBER 2002, PREPARED BY THOMAS A. BRENNAN, JR., L.S. (MONTVILLE LAND RECORDS MAP FILE *DD __--4J0 A=115654 *`" Wronowski #1865) N/F I I ail CHD=75-66 50.00 CH BRG=S39@44`O2`E Volume 536 Page 665 Nikkolas & Amanda 3. OXOBOXO LAKE, MONTVILLE, CONN., POLE LOCATIONS, THE CONNECTICUT POWER CO., NEW LONDON DIVISION, APRIL 16, 1932, SCALE. 1"-80', 3233-Q. (MONTVILLE LAND RECORDS MAP FILE J108) Liggett R=300.00' 4, POLE LINE RIGHT OF WAY, MONTVILLE, CT, DANIEL POLSKY AND SIMON SOLOMON, THE CONNECTICUT \ ✓ \ \ \ / 1 / / l / \ / f POWER COMPANY, NEW LONDON DIVISION, 3116153, SCALE, NONE, J -5300,9-M (MONTVILLE LAND L=85.46' Iron RECORDS MAP FILE J38) 0_4 TAN=43.02' A=16*19'15" Recz ---- ___� - ____ A 11 z r CHD=85.17' CL&P CH BRG=S53#52`071E N/F OD 4?1013 - �,3y 8 LIC' 09 z- I Jeffrey Wolcott "z, I z 1\ * k)_ S62*56`201E to * 1 Z Z6 np R=210.00' Iron 23.40 L=88.22' 1____�'Rod TAN=44.77" R=130.00' Rec CP L=68.05' JFz 4904 d=24-04'10" TAN=34.82' L+ff CHD=87.57' A=29-59280 X-1 CH BRG=S74*5825T CHD=67.27' N/F 1641114± S.F. CH BRG=S72@O4`03*vE 3.77± ACRES S5704' / \ \ f I '19"E Daniel & Maureen (map 55, Lot 11-4) OWL UPO ( LE 38.69' Kobyluck / / J / I \ \ I \ \ ____ N 4� T CP I i I I I-- N/F J J 38C I -1'8076111 S51*56'07"E 92,192.± S.F. Daniel W. & Maureen .430 2.12± ACRES 40.57' (Map 55, Lot 11-3) CP A. Kobyluck f 4906 Volume 155 Page, 724 7� J0 Mon Rec N/F X -430- Iron Daniel & Maureen pipe 0 Easement in Favor of I WF. Ko yluckthe Connecticut Power Rec Company caI _\ Metal Beam ± (See Survey Note 1OF) Guide Rog ( Typ) 1 ( 1.96± ACRES Ira # Vu (Map 55, Lot 11-2) T 8077_ . �?o Z' 98,758± S.F. / j / / -- ; ,\ v, % r, i. \ \ / 2.27+_ ACRES M_ (map 55, Lot 11) WF , \ 16� f% 58 .4 n 00 CIO V: Stone Retaining Walled T01 - NY LLA N Uitu nous Driveway 38E 41U SOILS LEGEND iron e Z nap�d pip % l , �pi.�����j/�� G 00 Existing Tree X Landsc Rec Property Line is 372'-* Along 00 HINCKLEY LOAMY SAND, 3-15% SLOPES Area I 1 W Northwesterly Edge of Brook 38C,, 3 E Lin e (TYP) HELT 410 8078, HINCKLEY LOAMY SAND, 15 45% SLOPES 38E ba'r z it - i*) N/F U cc. � 7 - ------- 'T\W/Cap I z V �2 CANTON AND CHARLTON FINE SANDY LOAMS, Stone Retaining Wall Set John P. & Susan A. 6 2 D C) 15-35% SLOPES, EXTREMELY STONY Rip ROP (Typ) WF Wronowski Q) ---400 108 it 73C CHARLTON-CHATFIELD COMPLEX, Underground Pet Fence N1, 0 Volume 536 Page 665 House Stone Q 0- 157. SLOPES, VERY ROCKY N/F 2Q.01 Fire Pit U GRAPHIC SCALE Victoria & ---------- - Concrete Block 0) John Snarski Wall (Fire pit) (2) HH1 W jpe) 100 50 25 -50 00% 108 0 Lay Cl 9, 0 0o 15.0 WF I--- Ur4tuy M IRt 5C cV Concrete Pad M WA 11MMI IMMONAMM Concrete Pad (Water Pump) WF%ig ft 20.O'± A4 Q IN FEET 1C WF Property Line is 120.6± 2 43 Wr Concrete 0 , 1 inch 50 It. Block Wall Along High Water Line of 10C y C/o�0) n 0,9 Iron Oxoboxo Lake e) r14 Rod Property Line is 110.1'1 Wrl- I HAVE CONDUCTED AN ON-SITE SOIL INVESTIGATION OF THE Rec '0 Along High Water Line of Property Line is 110.2'± 15C PARCEL OF LAND DEPICTED HEREON. THE INTERMITTENT Oxoboxo Lake Along High Water Line of 5C WATERCOURSES AND INLAND WETLAND BOUNDARIES AS PORTRAYED Oxoboxo OxQboxo La ke Property Line is 280.6'± ARE AN ACCURATE REPRESENTATION OF THE DELINEATION Along High Water Line of PERFORMED IN THE FIELD. 2017BOUPIDARIESLLC La ke Oxoboxo Lake WF THIS DRAWING gs THE PROPERTY OF BOUNDARIESI.LCAND HAS BEEN SPECIFICALLY Iron Pipe Rec o 15Bn,, - "I, /I � /, PREPARED FOR -jHE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE (Disturbed) DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC.DEMIAN A. SORRENTINO, C.S.S, DATE <-�TO�H5. FA LEGEND & ABBREVIATIONS CD-> UTILITY POLE CL&P CONNECTICUT LIGHT & POWER HELT HARTFORD ELECTRIC LIGHT & TELEGRAPH CP CONNECTICUT POWER _+ MORE OR LESS SF SQUARE FEET (=KZK�KD STONE WALL 0 REBAR, IRON PIPE OR IRON PIN 0 POINT TO BE SET • ANGLE POINT MONUMENT MONUMENT TO BE SET --420-- EXISTING CONTOUR 420 PROPOSED CONTOUR WELL N/F NOW OR FORMERLY DEEP TEST PIT PERCOLATION TEST FF FINISHED FLOOR BSMT BASEMENT BR BEDROOM INV INVERT TYP TYPICAL S SLOPE SAN SANITARY ELEV ELEVATION PVC POLYVINYL CHLORIDE SCHED SCHEDULE EITIC - PROPOSED UTILITIES EXISTING TREELINE PROPOSED LIMIT OF CLEARING BUILDING SETBACK LINE WF1C A WETLAND FLAG HH1 HAND HOLE IRRIGATION '70 MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS -NOTED HEREON." )E JR., L. S. 16 46 36 - / LICENSE NO. DATE SCALE: ill = 50' DATE: September 2017 JOB I.D. NO. 16-2488 ReVisions Rev. "A" - Per Staff Comments - 9/29/17 -Rev. "B" - Per PUC Cond.'s of Approval - 10/30/17 SHEET NO. 2 % SCALE: ill = 50' DATE: September 2017 JOB I.D. NO. 16-2488 ReVisions Rev. "A" - Per Staff Comments - 9/29/17 -Rev. "B" - Per PUC Cond.'s of Approval - 10/30/17 SHEET NO. 2 GENERAL NOTES 1. BASED UPON THE LIMITS OF CLEARING AS DEPICTED HEREON, THE TOTAL AREA OF DISTURBANCE FOR THIS CONCEPTUAL DEVELOPMENT PLAN IS 107,882± SF (2.48± AC). 2, EXCEPT FOR THE SUBSURFACE DISPOSAL SYSTEM ON SUBDIVISION LOT #4, NO CONCEPTUAL WELL OR SUBSURFACE SEWAGE DISPOSAL SYSTEM IS LOCATED WITHIN 75' OF AN ADJOINING PROPERTY LINE. THE SUBSURFACE SEWAGE DISPOSAL SYSTEM ON LOT #4 IS NOT LOCATED WITHIN 75' OF THE WELL ON PROPERTY N/F DANIEL & MAUREEN KOBYLUCK. I Ii IMPROVEMENTS AS DEPICTED ON THIS PLAN ARE CONCEPTUAL ONLY ARE INTENDED TO DEMONSTRATE CONSTRUCTIONDEVELOPMENT FEASIBILITY. NO ACTUAL PROPOSED BY THIS PLAN. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN. ANY • INDIVIDUAL INVOLVING REGULATED ACTIVITIES REQUIRES REVIEW APPROVAL "rM THE MONTVILLE INLANDWETLANDS WATERCOURSES *EEP TEST PIT RESULTS SOIL TESTING WAS PERFORMED ON 7/14/17 AND 7/18117, DEEP TEST PITS #5,6,7,8,10 WERE WITNESSED BY MICHAEL. KIRBY, R.S. OF THE UNCAS HEALTH DISTRICT AND DEMIAN A. SORRENTINO, C.S.S. OF BOUNDARIES LLC. DEEP TEST PITS #1,2,3,4,9, 10A, 11, 1Z 13,14 WERE WITNESSED BY ALYSSA BROCHU, R.S. OF THE UNCAS HEALTH DISTRICT AND DEMIAN A. SORRENTINO, C.S.S. OF BOUNDARIES LLC. TP# 1 TP# 98,758 SF 0" - 7" TOPSOIL 0" -- 7" TOPSOIL 7" - 28" BROWN MEDIUM SANDY LOAM 7" - 44" BROWN MEDIUM SANDY LOAM W/ COBBLES 28" - 76" TAN SILTY SAND W/ COBBLES 44" - 64" TAN FINE SILTY SAND W/ STONES NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 54" NO GROUNDWATER, LEDGE 0 647 MOTTLING @ 48" ROOTS TO 48" TP#2 TP# 1 10:50 0" - 8" TOPSOIL 0" - 7" TOPSOIL 8" - 24" BROWN MEDIUM SANDY LOAM 7" - 35" BROWN MEDIUM SANDY LOAM 24" - 72" BROWN STRATIFIED SAND & GRAVEL W/ COBBLES 35" -- 88" BROWN STRATIFIED SAND & GRAVEL W/ COBBLES NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 47" NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 72" TP#3 TP# 1 OA 8" 0" -- 8" TOPSOIL O" -- 8" TOPSOIL PERCOLATION TESTS WERE PERFORMED BY BOUNDARIES LLC ON ITEM REQUIRED 7/11/17 AND 7/28/17. LOT #2 LOT #3 LOT #4 MINIMUM LOT AREA P_ 1 98,758 SF P--3 92,192 SF P--5 MINIMUM LOT FRONTAGE HOLE DEPTH: 28" HOLE DEPTH: 30" HOLE DEPTH: 28" PRE-SOAK: 1 HOUR PRE-SOAK: 1 HOUR PRE-SOAK: 1 HOUR 10:50 1-7/8" 11:00 2" 12:00 3-3/4" 10:55 5-7/8" 11:05 4-1/2" 12:05 7" 11:00 8" 11:10 6-314" 12:10 9" 11:05 10" 11:15 8-1/2" 12:15 1 i" 11:10 12" 11:20 9--1/2" 12:20 13" 11:15 13-112" 11:25 ill' 12:25 14" 11:20 14-1/2" 11:30 12-114" 12:30 14-314» 11:25 16" 11:35 13--1/4" 12:35 16" 11:30 17" 11:40 14" 12:40 17" 11:35 17-3/4" 1) 11:45 14-1/2" 0 12:45 17-112- Is 8 - 26 BROWN MEDIUM SANDY LOAM 8 - 31 BROWN MEDIUM SANDY LOAM 11:40 18-3/4 11:50 15-1/4 12:50 18-1/4 26" - 74" BROWN STRATIFIED SAND & GRAVEL W/ COBBLES -41" - 74" TAN SILTY SAND W/ STONES 11:45 19-1/4" 1155 16" 12:55 18-3/4" ` . 4898 j_ � '��� � Na GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 48" NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 50" 11:50 20" 12`OU 16-3/4A 01:00 19-114" 12.05 17®1/2 _ \ \ . - -�� TP7#4• TP 1 1 12:10 18" DESIGN PERCOLATION -t-�-�� DESIGN PERCOLATION = \ \ \ ! -- ! CP , 1 1 j 0" - 8" TOPSOIL 0" - 6" TOPSOIL RATE = 5.0 MIN/INCH 12:15 18-3/4" RATE = 10.0 MIN/INCH 4899I r HELT 8" - 34" BROWN MEDIUM SANDY LOAM 6" - 38" BROWN MEDIUM SANDY LOAM 12:20 19-114" _ ______,T_ � ` \ � � + 1 � � 4900S 26" --74" TAN SILTY SAND W/ COBBLES 38" - 68" TAN. SILTY SAND W/ STONES P�2 P�� „ NO GROUNDWATER, Na LEDGE, NO MOTTLING, ROOTS TO 50" NO GROUNDWATER, NO LEDGE, MOTTLING ® 58" ROOTS TO 43" HOLE DEPTH: 30 DESIGN PERCOLATION HOLE DEPTH: 30 \ PRE-SOAK: 1 HOUR RATE = 6.7 M!N/INCH PRE-SOAK: 1 HOUR HELT T » » --'�,�``"'- 1 ANTI -TRACKING � i - 4900 P5 TP 12 10:52 3-112 P-�-4. 12:02 1-1/2 PAD (TYP) �, \ ` 1 - 0" 10" TOPSOIL ©" - 8" TOPSOIL 10:57 16" » 12:07 6-3 8" ~ 10" - 22" BROWN MEDIUM SANDY LOAM 8" - 51" BROWN MEDIUM SANDY LOAM HOLE DEPTH: 30 % fJ » » J! 11:00 17-1/2 PRE-SOAK, 1 HOUR 12;12 8-1 /2 \ \ \ \ \ \ 22 - 66 TAN STRATIFIED SAND 51 -- 68 GRAY FINE SILTY SAND 11:03 18-3/4" 12:17 11-114" WF \ \ - \ \ \ `~ � 66" 85" GRAY FINE SILTY SAND NO GROUNDWATER N LEDGE MOTTLING 51 " ROOT T 1 " . \ .� \ -� \ \ � \ \ \ \ � J 0 ,� S 0 5 11:06 19-112- 11:03 3-112- 12:22 13„ 5A \ `� \ ""= \: , o `'o \ i NO GROUNDWATER, NO LEDGE, MOTTLING ® 66", ROOTS TO 66" ,� " " \ _ ---. N 1 11:09 20 11:08 8 12:27 15 tj TP 13 11:12 20-1�2„ i 1:13 10-1/2" 12:32 16-3/4" TP 6 O JJ 7" TOPSOIL J „ - 11:15 21-1/4" 11:18 13" 12:37 18-1/2" Oi� 8 �J TOPSOIL 7" - 29" BROWN MEDIUM SANDY LOAM 11:18 21-3/4" 11:23 15" 12:42 19-3/4" \ \ \ \ \ ,. \ l 8 - 39 BROWN MEDIUM SANDY LOAM 29 - 62 BROWN STRATIFIED SAND &GRAVEL W/ COBBLES 11:21 22--1/4" 11:28 16-112" 12:47 20-3/4" r = j » „ " 39 - 90 TAN SILTY SAND W1 COBBLES » NO 'GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 46 11:24 22-718" 11:33 17--1/2" 12:52 22" NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 65 11:27 23-1/4" 11.08 18-112- 12:57 23" - / TP# 14 11:30 23-1/2 11:43 19--1/4 01:02 24 TP#7 a,J 5" TOPSOIL 11:33 23-718 11:48 20" x.64- ..4 'S.F.\ \ 0" - 6" TOPSOI " " / " » Inland Wetland , \ / - I L 5 - 55 BROWN STRATIFIED SAND &GRAVEL W/ COBBLES 11:36 24�-1/4 11:53 21 DESIGN PERCOLATION (Pond) 77- /RES 6J -- 26"BROWNBROWN MEDIUM SANDY LOAM NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 24 11:39 24--3/4" 11:58 21-314" RATE = 5.0 MIN/INCH 26 - 68 TAN STRATIFIED SAND W STONES " " a �'�!�%q � 6 „ % 11:42 25�• 1/4" 12:03 22 / / ��o • d �,�% / - 01 ,�c 8 - 89 GRAY FINE SILTY SAND 11:45 25-1/2 12:08 23- i/2 WF /S� / / / \ \ I N ¢ _ NO GROUNDWATER, NO LEDGE MOTTLING @ 68" ROOTS TO 68" " 11:48 25-3/4 12:13 24 I 0A 11:51 20-114 12:18 24-314 0" - 8" TOPSOIL DESIGN PERCOLATION DESIGN PERCOLATION ? 8 - 38 BROWN MEDIUM SANDY LOAM RATE = 6.0 M!N/INCH RATE = 6.7 MIN/INCH 38 - 72 TAN STRATIFIED SAND & GRAVEL / / \ • \ �. 72 - 84 GRAY FINE SILTY SAND NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 64" WF / - - - -� , , \ \ 92,192- S. F. ' 2.12± ACRES 14902 / \ / 430 • °` v Trail i / i i • PAVED APRON TO STREET LINE (TYP) UNDERGROUND UTILITIES TYP TRAFFIC BOUND GRAVEL SURFACE GARAGE -Q + \ \ ' I � � • �,< -' �- 433.0 � / .,�- �' ---, \ I / � - � \ � (TYP OF ALL DRIVEWAYS) FOOTING DRAIN OUTLET / / T - - I r / Q), PIPE (TYP) ' /` / '_ PROPOSED 4-BR14903 t , / RESIDENCE I / � FF 434.5Q ZONING COMPLIANCE : "R-80" DIST ICT ITEM REQUIRED LOT #1 LOT #2 LOT #3 LOT #4 MINIMUM LOT AREA 80,000 SF 98,758 SF 85,338 SF 92,192 SF 164,114 SF MINIMUM LOT FRONTAGE 180 FT 272.81 FT 299.65 FT 236.67 FT 550.79 FT MINIMUM FRONT YARD 50 FT 249.6 FT 137,1 FT 245.4 FT 239.6 FT MINIMUM SIDE YARD 20 FT 66.2 FT 22.0 FT 21.5 FT 22.4 FT MINIMUM REAR YARD 50 FT 54.8 FT 187.9 FT 270.6 FT 369.4 FT MAXIMUM BUILDING HEIGHT 30 FT <30 FT <30 FT <30 FT <30 FT WATER SUPPLY PRIVATE WELL SANITARY SEPTIC BSMT 425.50 / ' `_ \ / _ - 1 ' LOT g 1 ' l ' SEDIMENT FENCE BACKED / / ` L \\ �, ` / / PROPOSED I I EXISTING 3_ BEDROOM HOUSE WITH HAY BALES (TYP), \ t ( C DECK \ l WELL (TYP) 1 / CP DESIGN PERCOLATION RATE = 1.1-10.0 MINUTES/INCH Lt -- `" - - - - \ 1 q 490 LEACHING AREA REQUIRED = 495 SF EFFECTIVE 1 CODE --COMPLYING DESIGN: 1,000 (MIN) GALLON SEPTIC TANK, 1,000 GALLON PUMP CHAMBER WITH 2" SANITARY FORCE MAIN. AND ONE ROW OF 45' OF 36" WIDE, 18" SEPTIC TANK (TYP) 85, 3 3 8± S. F . HIGH MANTIS 536-8 WITH TOP DISTRIBUTION PIPE 1 LEACHING AREA PROVIDED = 495 SF EFFECTIVE (45 LF X 11.0 SF/LF = 495 SF) Garage .96_+ ACRES \ Z MLSS NOT CONSIDERED, DEPTH TO RESTRICTIVE LAYER GREATER THAN 60" \ \, , J' o UPOLE \ / TP#4 \ XS\ / l GARAc ` \ \ '- \ LQ 2 PROPOSED 4I lit -BR - ---- 436.5 \14 \ \ \ I PROPOSED 4 -BEDROOM HOUSE - RESIDENCE 0 \� F �� 3 I ( , \ \ \ I TP FF 438.0® -- f _ A _ ® �P DESIGN PERCOLATION RATE _ 1.1-10.0 MINUTES/INCH BSMT 429.Qo \ ' TP# 12_ �� / I I �,' r x.80 76 I 1 LEACHING AREA REQUIRED = 660 SF EFFECTIVE + / 30TP# 1 / I 1 i i l DESIGN: 1,250 (MIN) GALLON SEPTIC TANK AND ONE ROW OF 96' OF 24" HIGH, 4' /� T FENCE OR WOOD I l SEDIMENT P I _ -. P-1 ® � W' / I � , TP#9 � - J � / � J � � � l 'L , WIDE, 8 LONG CONCRETE .LEACHING GALLERIES (101 TOTAL LENGTH) SURROUNDED BY 1 I / I O / / I i 4CP6 12 OF APPROVED STONE AGGREGATE ON ALL SIDES CHIP BERM (n) i I I I I I / ,--, 90 _ I / ECK o / / 4 j \ LEACHING AREA PROVIDED = 680 SF EFFECTIVE (100 LF X 6.8 SF LE = 680 SF 1007. RESERVE AREA PROVIDED (ONE ROW OF 96 OF 24 HIGH, 4 WIDE, 8 LONG RESERVE SUBSURFACE + \ i 1 CONCRETE LEACHING GALLERIES) SEWAGE DAL 1 !III _ , \ TP 10A lsPosP-6 '' SYSTEM AREA (TYP) \ MINIMUM LEACHING SYSTEM SPREAD (MLSS) CALCULATION � , � � � � / / > �~ .� TP #� ./ � � - � G % ' � � <1 7; PRIMARY SUBSURFACE '� I I 7 I � � ----' \ / P-3 TP 1 1 � f '=�.• � � / � 7 / � W F�jDEPTH TO RESTRICTIVE LAYER 48" ® SEWAGE DISPOSAL 1 1 B HYDRAULIC FACTOR SYSTEM AREA (TYP) \ ` \ _LIMIT OF CLEARING (TYP) ,, • •• , \ I / FLOW FACTOR FOR 4 BEDROOMS = 2.0 �� �� _ TP#5 ! \ _ / `� �f- / ` PERCOLATION FACTOR FOR - \ / 98 758_ S. E, / R 5.1 10.0 MIN INCH - 1.2 \ \ / �3p` _ l 430 4,32 :.= :..:• ` GARAGE �� / / `' L\ j / / MLSS REQUIRED = 86.4' 434.3 o ( 2.2%_ ACRES;, / , , _ MLSS PROVIDED = 101 � \ ` \ \ \ � \ \� � � �' \ �' -..' '� p '•. \ \ t - " / � � HELT � �/ , DRAIN OUTLET ''� TP 8 / 8077 __�- \ \ FOOTINGRAl # \ \ , 13 / l Q. Approx. Subsurface % W/ TIGHT PIPE (TYP) \ - - P-4- _ \ n�0 i TP#14 / �� / / &�0 Z Sewage Disposal \ \ _ \ •• \ PROPOSED 4 -BR , / ' / \ / / LOT 3 C stem Location \ \ \ \ - .. f \ \ \ RESIDENCE // / / / // / / sy L \ \ \ \--"�20 \ _ Tp 7-- L�,I \ / \7 \\ FF 435.80/r� / 20� / s \ / / / / - \ - - - O PROPOSED 4 BEDROOM HOUSE ..., _ FCk BSMT 426.80 / / -� Q \ \ ` \ ���` '� - - / l „ \ / / / ( DESIGN PERCOLATION RATE = 1.1-10.0 MINUTES/INCH \ \ \\� \ / // \ \ \ `` / • •, '� \ '� , / / // / / / / i / / / , LEACHING AREA REQUIRED = 660 SF EFFECTIVE DESIGN: 1,250 (MIN) GALLON SEPTIC TANK AND ONE ROW OF 96' OF 24" HIGH, 4' WIDE, 8' LONG CONCRETE LEACHING GALLERIES (101' TOTAL LENGTH) SURROUNDED BY - \ \ ••. \ / / F� - 5B _ 12" OF APPROVED STONE AGGREGATE ON ALL SIDES \ \ \ _- - - \ / // / Shed m LEACHING AREA PROVIDED = 680 SF EFFECTIVE (100 LF X 6.8 SF/LF = 680 SF) so \ \ / l \ �" �` \ TP 1 • • '; / // 1 \ �� '� Fi/ 100% RESERVE AREA PROVIDED (ONE ROW OF 96 OF 24 HIGH, 4 WIDE, 8 LONG \� \� / \ -_,. - / /�� Bituminous 9 - \ I ,o / \ 420-- ` `. /. / v / 4 / ��` \ h _ . • / // Driveway l''� O _ CONCRETE LEACHING GALLERIES) 410 MLSS NOT CONSIDERED, DEPTH TO RESTRICTIVE LAYER GREATER THAN 60» \ / \ \ _ L ndSCaped Area _ 1 LOT 4 -, I ` � �� -� H T ELI � I 4�� J / / �/ / ® y I / PROPOSED 4 -BEDROOM HOUSE 10 A rox. Well' 8078 l / DESIGN PERCOLATION RATE - 1.1-10.0 MINUTESIINCH PP LEACHING AREA REQUIRED = 660 SF EFFECTIVE House Location / � o DESIGN: 1,250 (MIN) GALLON SEPTIC TANK AND AND ONE ROW OF 60 OF 36 WIDE, \1__ 18" HIGH MANTIS 536-8 WITH TOP DISTRIBUTION PIPE LEACHING AREA PROVIDED = 660 SF EFFECTIVE (60 LF X 11 SFILF = 660 SF) 100% RESERVE AREA PROVIDED (ONE ROW OF 60' OF MANTIS 536-8) 00 GRAPHIC SCALE I \ \ \ ®,00 o _ \ _ �� ! , \ 75 = - \ \ l _cz� y - _ 4 6,� _ ,� o �1 / - _ \ 10B MLSS NOT CONSIDERED, DEPTH TO RESTRICTIVE LAYER GREATER THAN 60 80 40 20 0 40 \ \ ` / C4- C' Ci HouseAWN p M --m-1 _ : Approx. Wellim- WAN w: _oeation _ \ ,� \ r / - �- SEE SHEET 2/4 FOR LEGEND ev ( IN FEET) ' / 1 inch = 40 ft.\ \�/ ��,1 I • \ \ - � �\ _ _ J� _AND ABBREVIATIONS "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY O \ = °• CORRECT AS NOTED HEREON." Q 2017 BOUNDARIES LLC `\ \ J Septic - - r / WF � ..u� s ,\ --.., / � . ,�r4�7�. .� , -� Approx. S / rnTHIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY \ - \ //z; ` • 3 \ /`� / P __j PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE AND IS NOT TO BE 1 C - \ r LO Ca tI on - ) 70016 DUPLICATED OR USED Iry PART OFt WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION \ _ n� �T-�-� Z 9102 ��1 t�--�--��------------ �3 '' Cd ' \ �' \ (� r DAVID C. McKAY, r .E LICENSE NO. DATE � OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. � ` � 10C ���.s �-2OC �Y�j � / � � ® _ ` Y a„ U. FA ISE JR., L.S. LICENSE NO. DATE SCALE: 1 40' DATE=: September 2017 JOB I.D. NO, 16.2488 Revisions Rev. "A" - Per Staff Comments - 9/29/17 Rev. "B" - Per PUC Cond.'s of Approval -10/30/17 s � • ! r 1 SCALE: 1 40' DATE=: September 2017 JOB I.D. NO, 16.2488 Revisions Rev. "A" - Per Staff Comments - 9/29/17 Rev. "B" - Per PUC Cond.'s of Approval -10/30/17 NARRATIVE THIS PLAN SET DEPICTS THE SUBDIVISION OF A 10.45± ACRE PARCEL OF LAND, IDENTIFIED AS 45 OAKLAND DRIVE IN THE OAKDALE SECTION OF MONTVILLE, CONNECTICUT THE PROPOSAL IS TO SUBDIVIDE THE SUBJECT PROPERTY INTO 4 RESULTANT LOTS IN ACCORDANCE WITH THE R-80 ZONING DISTRICT REQUIREMENTS. LOT #1 WILL BE 2.27± ACRES AND WILL CONTAIN THE EXISTING 3 -BEDROOM HOUSE AND RELATED EXISTING IMPROVEMENTS. LOTS 12 (1.961 ACRES), #3 (2.12± ACRES), AND #4 (3.77-+ ACRES) WILL BE NEW LOTS TO BE DEVELOPED FOR NEW SINGLE—FAMILY RESIDENTIAL USE, SHEET 3/4 DEMONSTRATES DEVELOPMENT FEASIBILITY FOR SINGLE-FAMILY RESIDENTIAL USE, INCLUDING FEASIBLE LOCATIONS OF DRIVEWAYS, UTILITIES, HOUSES, WATER SUPPLY WELLS, SEPTIC SYSTEMS, CONCEPTUAL SITE GRADING AND SOIL EROSION & SEDIMENT CONTROLS. DEVELOPMENT DEPICTED BY THIS PLAN IS CONCEPTUAL ONLY, AND NO ACTUAL CONSTRUCTION IS PROPOSED BY THIS PLAN. ACCORDING TO THE UNITED STATES DEPARTMENT OF AGRICULTURE (USDA), NATURAL RESOURCES CONSERVATION SERVICE (NRCS) WEB SOIL SURVEY FOR THE STATE OF CONNECTICUT, THE SOILS LOCATED UPON THE SUBJECT PROPERTY CONSIST OF.. 38C HINCKLEY LOAMY SAND, 3-159 SLOPES 38E HINCKLEY LOAMY SAND, 15-459 SLOPES 62D CANTON AND CHARLTON FINE SANDY LOAMS, 15--359 SLOPES, EXTREMELY STONY 73C CHARLTON-CHATFIELD COMPLEX, 0-159 SLOPES, VERY ROCKY INLAND WETLANDS AND WATERCOURSES LOCATED UPON THE SUBJECT PROPERTY WERE DELINEATED BY DEMIAN A. SORRENTINO, CERTIFIED SOIL SCIENTIST. THERE ARE NO ACTIVITIES PROPOSED WITHIN A WETLAND OR WATERCOURSE, AND NO REGULATED ACTIVITIES PROPOSED WITHIN THE 50' REGULATED AREA. O PERATION EROSION CONTROLS FOR TYPICAL L T L P T EROSION CONNOTES FOR TYPICAL LT DEVELOPMENT 1. THE RESPONSIBLE PARTY FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE THE EXCAVATION CONTRACTOR WHICH IS UNDETERMINED AT THIS TIME. 2. THE "2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION IN COOPERATION WITH THE CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION, DEP BULLETIN 34, SHALL BE REFERENCED FOR PROPER METHODS OF INSTALLING AND MAINTAINING ALL EROSION CONTROLMEASURES. THE CONTRACTOR SHALL INSTALL ADDITIONAL MEASURES AS NECESSARY IF DIRECTED BY THE ENGINEER OR TOWN OF MONTVILLE STAFF. 3. SEEDING FOR PERMANENT STABILIZATION SHALL BE COMPLETED BETWEEN APRIL 15 THROUGH JUNE 15 OR BETWEEN AUGUST 15 THROUGH SEPTEMBER 15. IF SEEDING CANNOT BE COMPLETED WITHIN THESE TIMES, APPLY TEMPORARY MULCH UNTIL THE NEXT SEEDING TIME SEED MIXTURE SHALL BE AS FOLLOWS: ALL 2:1 SLOPE AREAS CROWN VETCH 15 LBS/ACRE OR 0.35 LBS/1,000 SF PERENNIAL RYEGRASS 10 LBS%ACRE OR 0.25 LBS/1,000 SF ALL OTHER GRASSED AREAS KENTUCKY BLUEGRASS 20 LBS/ACRE OR 0.45 LBS/1,000 SF CREEPING RED FESCUE 20 LBS/ACRE OR 0.45 LBS/1, 000 SF PERENNIAL RYEGRASS 5 LBS/ACRE OR 0.10 LBS/1,000 SF MULCH SHALL BE A GOOD QUALITY HAY OR STRAW AND SHALL BE APPLIED AT A RATE OF 100-200 BALES PER ACRE 4. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WITHIN 24 HOURS AFTER RAIN EVENTS WITH TOTAL RAINFALL OF 0.5" OR GREATER WITHIN A 24—HOUR PERIOD, AND REPAIRED OR REPLACED AS NECESSARY TO INSURE COMPLIANCE WITH THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN. CONSTRUCTION SEQU FILTER FENCE Id 0.0 �-ccQ MPS' OMPACTED FOR TYPICALLOT VEL T BACKFILL NO CONSTRUCTION SHALL PROCEED UNTIL PROPER SEDIMENTATION AND EROSION CONTROL MEASURES HAVE BEEN 6,X 6„ •- r TRENCH ... \ INSTALLED AS THE SEQUENCE OF CONSTRUCTION NECESSITATES. ALL TEMPORARY FILL, STORAGE OR STOCKPILE AREAS SHALL BE PROPERLY STABILIZED TO PREVENT EROSION AND 1. SECURE ALL NECESSARY LOCAL, STATE AND FEDERAL PERMITS. 12" MIN. SUITABLY CONTAINED TO PREVENT TURBID RUNOFF. ALL AREAS AFFECTED BY TEMPORARY FILLS MUST BE 2. INSTALL ANTI --TRACKING PAD AT CONSTRUCTION ENTRANCE. RESTORED TO THEIR ORIGINAL CONTOURS, AND REVEGETATED WITH SUITABLE VEGETATION PRIOR TO THE COMPLETION 3. CLEAR ALL VEGETATION WITHIN THE PROPOSED DEVELOPMENT AREA. SEDIMUN'T OF CONSTRUCTION. THE USE OF TEMPORARY FILL AND/OR EXCAVATION SHALL BE MINIMIZED TO ONLY THAT AREA 4. INSTALL EROSION CONTROL MEASURES DOWN GRADIENT OF THE PROPOSED CONSTRUCTION AREA AT THE REQUIRED TO PERFORM THE WORK. LOCATIONS 5. GRUB VEGETATION AND REMOVE FROM SITE. STRIP TOPSOIL AND STOCKPILE FOR FUTURE REUSE, DUMPING OF OIL OR OTHER DELETERIOUS MATERIALS ON THE - GROUND IS FORBIDDEN. THE DEVELOPER OR SURROUND STOCKPILE WITH SEDIMENT FENCE AND SEED FOR TEMPORARY STABILIZATION. CONTRACTOR SHALL PROVIDE A MEANS OF CATCHING, RETAINING AND PROPERLY DISPOSING OF DRAINED OIL, 6. BEGIN EARTHWORK ACTIVITIES FOR DRIVEWAY, HOUSE AND SUBSURFACE SEWAGE DISPOSAL SYSTEM. REMOVED OIL FILTERS, OR OTHER DELETERIOUS MATERIAL FROM EQUIPMENT USED ON SITE. VEHICLE 7. INSTALL BUILDING FOUNDATION AND CONSTRUCT BUILDING. MAINTENANCE SHALL BE COMPLETED OFF SITE TO THE MAXIMUM EXTENT PRACTICABLE. ALL OIL SPILLS SHALL BE 8. INSTALL WELL, SUBSURFACE SEWAGE DISPOSAL SYSTEM AND UTILITIES. IMMEDIATELY REPORTED TO THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION/HAZARDOUS MATERIALS 9. ROUGH GRADE DRIVEWAY TO SUBGRADE ELEVATION. PLACE AND COMPACT PROCESSED GRAVEL, TRAFFIC OFFICE. FAILURE TO DO SO MAY RESULT IN THE IMPOSITION OF FINES UNDER THE APPLICABLE CONNECTICUT BOUND GRAVEL SURFACE INSTALL PAVED APRON PER TOWN REQUIREMENTS. GENERAL STATUTES. 10, INSTALL LANDSCAPING AND IMMEDIATELY LOAM ALL DISTURBED AREAS WITH 4" MINIMUM OF TOPSOIL, SEED AND MULCH. 0 s EVERY PRECAUTION SHALL BE USED DURING CONSTRUCTION TO PREVENT AND MINIMIZE THE DEGRADATION OF THE 11. AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE EROSION CONTROL MEASURES. Ile EXISTING WATER QUALITY. ALL ACTIVITIES SHALL BE IN CONFORMANCE TO AND CONSISTENT WITH ALL APPLICABLE 4-J 0 WATER QUALITY STANDARDS AND MANAGEMENT PRACTICES AS SET FORTH BY LOCAL, STATE AND FEDERAL AGENCIES. DURING THE PERIOD OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. SAID MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINSTORM WITH GREATER THAN 0.5" OF RAINFALL IN A 24—HOUR PERIOD. ACCUMULATED DEPOSITS OF SEDIMENT AND SILT SHALL BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDE OF THE EROSION AND SEDIMENT CONTROL BARRIERS, AND UPON ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. SUCH MATERIALS REMOVED SHALL BE SPREAD AND STABILIZED IN NON—WETLAND AREAS THAT ARE NOT SUBJECT TO EROSION, AND ARE NOT TO BE PAVED OR BUILT UPON. HAY BALES, SEDIMENT FENCE, WOOD CHIP FILTER BERM, AND OTHER EROSION AND SEDIMENT CONTROL MEASURES owm SHALL BE REPAIRED, CLEANED AND/OR REPLACED AS NECESSARY THROUGHOUT THE CONSTRUCTION PERIOD IN 0, ORDER TO MAINTAIN COMPLETE AND INTEGRAL EROSION AND SEDIMENT CONTROL PROTECTION. ONCE IN PLACE, ALL EROSION AND SEDIMENT CONTROL FACILITIES AND MEASURES ARE TO REMAIN IN PLACE AND IN PROPER CONDITION AND BE CONTINUOUSLY MAINTAINED UNTIL FINAL GRADING HAS BEEN COMPLETED, ALL DISTURBED AREAS .� UPGRADIENT OF SAID FACILITIES HAVE BEEN PERMANENTLY STABILIZED, AND ALL NEWLY GRASSED AREAS HAVE HAD AT LEAST TWO MOWINGS. FOLLOWING SUCH PERMANENT STABILIZATION, THE FACILITIES SHALL BE DISMANTLED, REMOVED, AND DISPOSED OF IN AN APPROVED MANNER. DISTURBANCE OF THE LAND SHALL BE LIMITED TO THE MINIMUM EXTENT NECESSARY TO COMPLETE THE PROPOSED DEVELOPMENT ALL EXISTING TREES AND SHRUBS SHALL BE CONSERVED WHERE POSSIBLE, EXCEPT THOSE WHOSE REMOVAL IS REQUIRED TO PERFORM THE PROPOSED WORK. THE LIMITS OF DISTURBANCE SHALL BE ESTABLISHED IN THE FIELD PRIOR TO STARTING ANY ACTUAL CONSTRUCTION ACTIVITIES AND SHALL BE GENERALLY AS DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL INSPECT ALL DISTURBED AREAS OF CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF ALL RAIN EVENTS WITH A RAINFALL TOTAL OF GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. WHERE SITES HAVE BEEN TEMPORARILY OR FINALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE CONSECUTIVE MONTHS. DURING CONSTRUCTION AND IMMEDIATELY FOLLOWING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE INSPECTION AND MAINTENANCE TO ASSURE PROPER PERFORMANCE OF THE SEDIMENTATION AND EROSION CONTROL SYSTEM. INSPECTING AND MAINTAINING SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: * INSPECTION OF ALL SEDIMENT FENCE, STAKED HAY BALES, AND WOOD CHIP FILTER BERMS. REMOVE ACCUMULATED SEDIMENT IF REQUIRED (GREATER THAN 4" DEPTH) * INSPECTION OF ANTI—TRACKING PAD. REMOVE, DISPOSE OF, AND REPLACE IF PAD IS NO LONGER FUNCTIONAL IN THE COLLECT/0N OF SEDIMENTS FROM VEHICULAR/TRUCK TRAFFIC (WITHIN 2" OF CRUSHED STONE SURFACE). DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE INSPECTED TO INSURE THAT THEY ARE OPERATING CORRECTLY. DISCHARGE LOCATIONS OR POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO DOWNSTREAM, WATERS. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFF --SITE SEDIMENT TRACKING. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES BEYOND THOSE DEPICTED HEREIN SHALL BE PUT IN PLACE WHENEVER NECESSARY TO ADDRESS FIELD CONDITIONS AND/OR AS ORDERED BY THE TOWN OF MONTVILLE, OR THEIR DESIGNATED AGENT. THE CONTRACTOR SHALL APPOINT AN AGENT WHO SHALL BE PERSONALLY RESPONSIBLE FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN AND ENFORCING THE PRESCRIBED SAFEGUARDS DURING THE CONSTRUCTION PERIOD. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES THROUGHOUT THE CONSTRUCTION PERIOD, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND V OBJECTIVES OF THE PLAN, NOTIFYING THE PROPER TOWN AGENCIES AND OFFICIALS OF ANY TRANSFER OF THIS RESPONSIBILITY, AND CONVEYING A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE C) OF THE LAND IS TRANSFERRED TO A THIRD PARTY. �i W �i r - j W W 0000N c�► V w 4 ui 00 cy w cti U w O a 0 d 2017 BOUNDARIES LLC Am M TH1S DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY ® PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE AND IS NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION V OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC: r a; FILTER FENCE Id 0.0 �-ccQ MPS' NOT TO SCALE PUBLIC ROADI -, PAVED APRON 50' MINIMUM ooOgoflOflO 000080000000000000000 O - D 0 0 0 g 0 0 0 0 0 0 0 0 0 0 _ O O Q O 0 0 0 0 g 0 0 0 0 0 0,0 0 000°000000000°00000000000000000000 0000000000000000000000000000800 0 00000°a00°0°000°0 0°0°0°a°0°0°0qa°0°oo 9-9 MINIMUM °tl0O°°° CT DOT #3 STONE j 0 0 0 0 0 0floUi 0 0 0 0 0 0000fl 0 0 0 0 0 0 0 00000000 00 0 0 4 g 0 0OoqOooqOq000°000goq000 °00000°0 000 12' OR FILTER FABRIC AS REQUIRED ANTI -TRACKING PAD AT DRIVEWAY NOT TO SCALE 1' MIN WOOD CHIPS 1: 3 (TYP) 2.5' MIN FLOW � l T EXISTING GRADE 6' MIN WOOD CHIP BERM - NOT TO SCALE SYNTHETIC FABRIC FILTER FENCE 10 0 C Nom`' WOOD POSTS — STAKED HAYBALE COMPACTED BACKFILL /\ o�y \\ / GRADE \\ 12 "MIN. DEPTH `\ UNDISTURBED GROUND EXCAVATE 6" x 6" TRENCH ON UPSLOPE SIDE OF WOOD POSTS SEDIMENT.FENCE BACKED BY STA"ED HAY BALES NOT TO SCALE 4" TOP COURSE ROLLED BANK RUN GRAVEL CONFORMING TO CT DOT FORM 816 M.02.03 AND M.02.06 GRADATION "C" OR COMPACTED 1-114" PROCESSED TRAPROCK MIX •.d -_•.a y1 v-dga o4•d'O 4 O• 44 ©g, o (4 J) .. y.., :. 0o000o0 00000000c 0 8" BINDER COURSE - ROLLED BANK 0 C 0 RUN GRAVEL CONFORMING TO CT 0 c 0 0 DOT FORM 816 M.02.03 AND 0 COMPACTED SUITABLE O O M.02.06 GRADATION "A" 0 0 0 cSUBGRADE °o°o°o\\\u000c TRAFFIC. RC)t jNCiRA\IFI g1IRPAr NOT TO SCALE 2-1/2" BIT. CONC. PAVEMENT (MIN.) SUITABLE COMPACTED 6" PROCESSED SUBGRADE--Z C__- GRAVEL (MIN.) SE(. -.'TION VIEW NOT TO SCALE PAVE TO STREETLINE GRAVEL TRAVEL 37. SLOPE MAX. FOR SURFACE 10' MINIMUM rs MAINTAIN IM" LIP AT EDGE OF PAVEMENT 7 .lil }I �i 2 � SEE SECTION VIEW f -- BITUMINOUS O 8' RADIUS CONCRETE Q� (TYP.) TYPICAL. DRIVEWAY APRON_ 29102 DAVID C. McKA k P, E! LICENSE NO. DATE NOT TO SCALE OMPACTED BACKFILL EXCAVATE 6,X 6„ •- r TRENCH ... \ FLOW EXISTING GRADE 12" MIN. DEPTH UNDISTURBED GROUND SEDIMUN'T FENCE TIL NOT TO SCALE PUBLIC ROADI -, PAVED APRON 50' MINIMUM ooOgoflOflO 000080000000000000000 O - D 0 0 0 g 0 0 0 0 0 0 0 0 0 0 _ O O Q O 0 0 0 0 g 0 0 0 0 0 0,0 0 000°000000000°00000000000000000000 0000000000000000000000000000800 0 00000°a00°0°000°0 0°0°0°a°0°0°0qa°0°oo 9-9 MINIMUM °tl0O°°° CT DOT #3 STONE j 0 0 0 0 0 0floUi 0 0 0 0 0 0000fl 0 0 0 0 0 0 0 00000000 00 0 0 4 g 0 0OoqOooqOq000°000goq000 °00000°0 000 12' OR FILTER FABRIC AS REQUIRED ANTI -TRACKING PAD AT DRIVEWAY NOT TO SCALE 1' MIN WOOD CHIPS 1: 3 (TYP) 2.5' MIN FLOW � l T EXISTING GRADE 6' MIN WOOD CHIP BERM - NOT TO SCALE SYNTHETIC FABRIC FILTER FENCE 10 0 C Nom`' WOOD POSTS — STAKED HAYBALE COMPACTED BACKFILL /\ o�y \\ / GRADE \\ 12 "MIN. DEPTH `\ UNDISTURBED GROUND EXCAVATE 6" x 6" TRENCH ON UPSLOPE SIDE OF WOOD POSTS SEDIMENT.FENCE BACKED BY STA"ED HAY BALES NOT TO SCALE 4" TOP COURSE ROLLED BANK RUN GRAVEL CONFORMING TO CT DOT FORM 816 M.02.03 AND M.02.06 GRADATION "C" OR COMPACTED 1-114" PROCESSED TRAPROCK MIX •.d -_•.a y1 v-dga o4•d'O 4 O• 44 ©g, o (4 J) .. y.., :. 0o000o0 00000000c 0 8" BINDER COURSE - ROLLED BANK 0 C 0 RUN GRAVEL CONFORMING TO CT 0 c 0 0 DOT FORM 816 M.02.03 AND 0 COMPACTED SUITABLE O O M.02.06 GRADATION "A" 0 0 0 cSUBGRADE °o°o°o\\\u000c TRAFFIC. RC)t jNCiRA\IFI g1IRPAr NOT TO SCALE 2-1/2" BIT. CONC. PAVEMENT (MIN.) SUITABLE COMPACTED 6" PROCESSED SUBGRADE--Z C__- GRAVEL (MIN.) SE(. -.'TION VIEW NOT TO SCALE PAVE TO STREETLINE GRAVEL TRAVEL 37. SLOPE MAX. FOR SURFACE 10' MINIMUM rs MAINTAIN IM" LIP AT EDGE OF PAVEMENT 7 .lil }I �i 2 � SEE SECTION VIEW f -- BITUMINOUS O 8' RADIUS CONCRETE Q� (TYP.) TYPICAL. DRIVEWAY APRON_ 29102 DAVID C. McKA k P, E! LICENSE NO. DATE NOT TO SCALE SCALE: one DATE: September 2017 JOB I.D. NO. 16-2488 Revisions Rev. "A" - Per Staff Comments - 9/29/17 Rev. "B" - Per P&ZC Cond.'s of Approval :10/30/17 0 0 s - Ile U 4-J 0 a NEW= owm 0, .� SCALE: one DATE: September 2017 JOB I.D. NO. 16-2488 Revisions Rev. "A" - Per Staff Comments - 9/29/17 Rev. "B" - Per P&ZC Cond.'s of Approval :10/30/17