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HomeMy WebLinkAboutSite Plant LINE DATA r i T.- 3 ' / MAiZ y IA 1,r- WALAje, rA ONn1to AAQ % o % a N ' ` 1 .Ill fy K, tUtQ N o p` ItnCN do N 7j d 0 U \ =h 3 ci 1 tL N N Seo N V o J r 01 m \ ° 0 o N 0 N W t-- r ° ° J1 0 _ Cs\ N 0 . M STREET 4 IZ 9 /_ O t . N On o ,2 p til "" LOT Z4 4 G v ' _. . 'rr rn til O - 8 159, 853 SF 3 ,....',° c Gs `' S --- sG AREA = 1i , v; 2 + eo S 3.67 4G.N 050- 5;6'-I0"E qy149.79 h 05°-56-t0 E o1°- 43-31" E N 03'- 3Z' - 17'"E +75.35' S1.9S' - Ov Zg' - / 0 N 40' -ZZ l4 E 57.41 " °, o0 G24vEc-`---•-__ N o4 _ L p S o1 "r O 27.7, L4'_3143'-3t w o , 145, 83' 3 - 3Z'- 17' W 174. 44 II 1 fs C ti N Zaow D D Eas,,v r zp7 s7 - 9 \ c ab_ P vt=w,ay ' o o 540° -ZZ 4' ' \ 2 40o 1 9 AT H \ 4Z tj ' v Q_ yA Ari \ N' A, 9 6Z. t8 •+ 01 83 090 30\ A2 • r/ - 50.00' A9 At 8 STP,E T 30 4 = 104P - 47' 3Z," T = 64. 9Z / 0 G = 79. ZZ LZZ - -.4 e LOT 24E 0 p \ l 4\ ys; 2 2 3 1B -Z S• F• AREA = \: 20 c 1, 40,, E4so.00, 10 -S- EPH E . \ J ` 0 5r4zEE-r # so MARJORIE ISHFR X45. 87°LOT 24 F ?` zz Z3 z 5 4 z 30 . . AREA = ' s LIMtT OF LAW TO OE DEEDED TD 8 5. S 4 A. c INLc,Np wETLA1J' <l' TUE 76Wn) 0>: f+nr,>TN1U.E g3 w89N wlt7aurlut sa cti til gz 30- 91g , 9• '; S 830 ' 00 W 38fs.7s 3 94 95 9 41 1® t_At\ID To F2_E r?=EDED TD -I N < o THE TDVJN OF' MDA1TQILLF- FD R ROA7 W V%41 fu & P'OKPO SE! AREA 16 , 299 5. F. 0.37 Ac. MAP REFEWEMr_ES E RoOKV1EW SL)F:,VIVI!5iC*) VP OPEIZTY OP7 SALv.4TolZ Z1MMITT(, aw/vl=_u A&r,- -oFsvlvIC-, z MEET LAKIE , WAJ Tvll_LE c0k)uECTit0T . P21TE : 4 ZS -89 , t" =10a' , ICU I(> MUi LE/U LAMP URVEYGI S, 15z V_oOTE IE=,:j r U uca.•sVlLLE , COtiJ lE 71CUT. P`90Pt:1;<TY F07 JOuN F. ZAIST , CONN. QTE -# 163 Nt0 N TV f LLE , GDAU N . S G,iLE 1 " = 401 , PATE : M QQG N Z3 , 1-777 , SEAR dA> i7 l=N;ycIUFEI f IJU CORP. NtLI(1TtC GONIU . SHEZ T '#- I oI= 3 3b o 3 16 W C 36 3r 1 I 1F LILL IA,J LED A. Z:ZIOUX IVB F C H AIZLDT TE F. FRE -7 MATZO L rel/ F S0QPRA 'k baVlp A L-LEM W I1 RALPH E. MARSH jsz. dJ 3 GoNk1 • r5lo1T 113 MARY L . MDOG E N/F p N RANK # I VA H ou Totu J o 5 E P N # 5 A SZ 8a ZA o iVtpl C f E J N Y _ N U - 13 kP vM , C 00-I I t` Ido01 1 a N h lt1 L 9 N 0 a \ Q 17 o X21 ` LVI A 15At702T-_-YO S>EL_E.V !>4CY 01 c+ti Jt i ' o S .' a S , 1. 33 S^ o N N113 o LIP/ - ra H t NTOM Z NS -1 N/F. ON 4 o ° r) 14 p / 1zl- s C HARI s5,4 I . NA MAAOMr7 00000_-------- Nel000 U °_ _ til / F 0 N o1 0 '" so / ° l; AQ7"l-UG W. KEV4 o y - ' MIG(4AEL -i . K117A J . 5 L)LLIVAQ Z \ A PPIZoX N IA W WIA7l; GZ LOT Z 4 G OPEN SPACE).JAMES D. KEPI=E 00 400 , 08:51Z S . F". N AREA =- e 9- IB Ac. 1a ao° U V) 0 01 w C1 JOHN XO EC, JR. & ASSOCIATE'S, 7 C. These drawings are tRe pro -cert; of the engineer/surveyor and have bee_ _-:re-cared srecL i cally Tor the owner Tor this Droj ect al- t lis si-e and are not. to be used Tor any other =_oose, 10Ca7--ion, or CWner wl t':oll z wry en consent- o-.ff the engi leer/surveyor. r O - 0 S c o\ o K0LO C _ / SQLLVATOQF PA-MIC:IA ZIMMITT1 Igo GRAPHIC SCALE /N FEET RA -4o . or IC Pei 4 tv SITS ,P L .+ r _ g . A_ 7 120._ 4& L A LOCATION MAP SCALE I" = 1000' TOTAL AREA _ I , 053, ewt7 S.F. OF PARC...EL '"24. i9 Ac. JUNE 13, 1994 J u N E- -70J 199 D 17 1990 APPROVE8 13Y THE CIIAli HkM ' OF NOTES LINE BEAR j N OFFICER PISTAKICE V27 mUME>ER Sign P HLIC WQ#K EC OR ata oe 1. This project proposes the creation of 4 lots in the RA -120 the corner of Meeting House Lane and Connecticut Route L 18 N 85-46 39 " E 61 . 7 7' Date zone at 163 in the town of Montville. L 19 N 86-13 3 0" E 72 .43 2. Total site area is 1,053,617 square feet or 24.19 acres. L 20 N 83-36 55 " E 69 .23 75.89' pJ! L 21 N 7836'01" E CONSIDERED IN 3. Lot 24G will be deedeu -is open space to the adjacent lot owners L 22 N 67-49 ' 2 4 " E 73 .93 ' in the subdivision. L 23 N 54-55 06" E 27.50' 4. Lot 24 will be reserved for future use. L 24 N 46-50 4 0" E 21 .84 L 25 N 39-07 04 " E 23 . 1 6' 5. Lots 24t and 24F are proposed for residential building lots. L 26 N 2428'11" E 174.38' 6. Anticipated starting date of construction is May 1, 1990 and L 27 N 24-05 16 E 1 59 . 1 4' completion is estimated for October 1, 1990. L 28 N 34-26 51 '" E 1 33 .29' 7. On site septic systems and private wells are proposed for lots L 29 N 3 7 - 1 8 ' 24 " E 251 . 72 ' 24E and 24F. L 30 N 38 06 ` 38" E 12 • 61 L 31 N 36-03 ' 16 " E 6 3 -01 8. Electric and phone utilities will be placed underground. E 18.66' L 32 N 26 15'42" 9. A waiver of section 5.8 is requested from sidewalk 1, 33 N 7847' 46" E 12. 10 installation.9UL34N30":34 ` 49" E 5.7 ' 10. A portion of this site lies within Zone A on the Flood L 35 N 35- 18 ' 19 " E 3 1 73 ' Insurance Rate Map panel 5 of 16 of the town of Montville, L 3 6 N 3 5 a c + 3 1 + 5 E 4 8, 52 Connecticut, New London County. Flood Zone A are areas of 100 L 37 N 35 33' 38" E 30 -34 year flood; base flood elevations and flood hazard factors riot 38 N 37-38"20" E 14 •'78determined. L L 39 N 3 09' 52" L: 1 3(). 87' 11. Any future development of lot 24 will require a hookup to town L 40 N 38'-25'39" L 43 • 98 of Montville sewer system. L 41 N 39.06 57" E 47 18 1Z. OWNEZ OP REGORp : 405•EPH E. MiARJORIE A. FFt541EQ. I L 42 N 3 3 - 4 9 , 56 " 1', 3.3 /2 " MAP 38 - L - 0-r Z4-. 1 L 43 N 36-23 20" I 3'I.i4' 13. LOT, Z4 P WILL REQUnZE AN EAlG1I.1EGP.EC -IC YST/VC. L 44 N 32-48 "5 0 " I i . 01 ' 14, AMY GolvMEZCIAL ACTIVITY O J LOT Z4 WLL KEf IW7_C_ PWJ00 L 45 N 24 - 4 4 ' 2 7 " L, 1 1 1 f) 7 ' APPTZOvAL. t=tzpOc THC PLAiuA~JINCs L 46 N 21 - 4 3' 22 " E` 09 IS. coNt7lTro,us op- (IJLAksp weTLaNvs VC-;ZAAlt : L 47 N 33-4 1' 24 " I 97 3 `i ' T=vTC)P_E DEVELOP,OT- oN LOT z4 MUST t E REVIEKAEP L 4 8 N 3 .3 - 1 1 4 L TI -9-=' IM_A P WETLA#JV5 L 49 N 70-15 16 " IE 59 37 z.) Amy ct4Ac vE , -ro PLAu Fol L 50 N 82-18 1 4" I 1 4 9 35 Ao(L)ST &5 Y Ti1E +N AlLIT7 WETLA_k) <MA1rSsfolV L 51 N 8709 15" L•' 1'15.52' N/F L 52 N 20`24 57" W 10.49' rsAvo r SYLV (A ZAMP - w44ITMF-Y I SanoRE YO5ELEk S K1 YD SEL_F_V!5 _I `ZEALT*Y GOi T A1 t` MAGZY Mic"LAIK 0 IN ON 00 O Q .-- i J ON U j Qr c HAI•LDT TE r i T.- 3 ' / MAiZ y IA 1,r- WALAje, rA ONn1to AAQ % o % a N ' ` 1 .Ill fy K, tUtQ N o p` ItnCN do N 7j d 0 U \ =h 3 ci 1 tL N N Seo N V o J r 01 m \ ° 0 o N 0 N W t-- r ° ° J1 0 _ Cs\ N 0 . M STREET 4 IZ 9 /_ O t . N On o ,2 p til "" LOT Z4 4 G v ' _. . 'rr rn til O - 8 159, 853 SF 3 ,....',° c Gs `' S --- sG AREA = 1i , v; 2 + eo S 3.67 4G.N 050- 5;6'-I0"E qy149.79 h 05°-56-t0 E o1°- 43-31" E N 03'- 3Z' - 17'"E +75.35' S1.9S' - Ov Zg' - / 0 N 40' -ZZ l4 E 57.41 " °, o0 G24vEc-`---•-__ N o4 _ L p S o1 "r O 27.7, L4'_3143'-3t w o , 145, 83' 3 - 3Z'- 17' W 174. 44 II 1 fs C ti N Zaow D D Eas,,v r zp7 s7 - 9 \ c ab_ P vt=w,ay ' o o 540° -ZZ 4' ' \ 2 40o 1 9 AT H \ 4Z tj ' v Q_ yA Ari \ N' A, 9 6Z. t8 •+ 01 83 090 30\ A2 • r/ - 50.00' A9 At 8 STP,E T 30 4 = 104P - 47' 3Z," T = 64. 9Z / 0 G = 79. ZZ LZZ - -.4 e LOT 24E 0 p \ l 4\ ys; 2 2 3 1B -Z S• F• AREA = \: 20 c 1, 40,, E4so.00, 10 -S- EPH E . \ J ` 0 5r4zEE-r # so MARJORIE ISHFR X45. 87°LOT 24 F ?` zz Z3 z 5 4 z 30 . . AREA = ' s LIMtT OF LAW TO OE DEEDED TD 8 5. S 4 A. c INLc,Np wETLA1J' <l' TUE 76Wn) 0>: f+nr,>TN1U.E g3 w89N wlt7aurlut sa cti til gz 30- 91g , 9• '; S 830 ' 00 W 38fs.7s 3 94 95 9 41 1® t_At\ID To F2_E r?=EDED TD -I N < o THE TDVJN OF' MDA1TQILLF- FD R ROA7 W V%41 fu & P'OKPO SE! AREA 16 , 299 5. F. 0.37 Ac. MAP REFEWEMr_ES E RoOKV1EW SL)F:,VIVI!5iC*) VP OPEIZTY OP7 SALv.4TolZ Z1MMITT(, aw/vl=_u A&r,- -oFsvlvIC-, z MEET LAKIE , WAJ Tvll_LE c0k)uECTit0T . P21TE : 4 ZS -89 , t" =10a' , ICU I(> MUi LE/U LAMP URVEYGI S, 15z V_oOTE IE=,:j r U uca.•sVlLLE , COtiJ lE 71CUT. P`90Pt:1;<TY F07 JOuN F. ZAIST , CONN. QTE -# 163 Nt0 N TV f LLE , GDAU N . S G,iLE 1 " = 401 , PATE : M QQG N Z3 , 1-777 , SEAR dA> i7 l=N;ycIUFEI f IJU CORP. NtLI(1TtC GONIU . SHEZ T '#- I oI= 3 3b o 3 16 W C 36 3r 1 I 1F LILL IA,J LED A. Z:ZIOUX IVB F C H AIZLDT TE F. FRE -7 MATZO L rel/ F S0QPRA 'k baVlp A L-LEM W I1 RALPH E. MARSH jsz. dJ 3 GoNk1 • r5lo1T 113 MARY L . MDOG E N/F p N RANK # I VA H ou Totu J o 5 E P N # 5 A SZ 8a ZA o iVtpl C f E J N Y _ N U - 13 kP vM , C 00-I I t` Ido011 a N h lt1 L 9 N 0 a \ Q 17 o X21 ` LVI A 15At702T-_-YO S>EL_E.V !>4CY 01 c+ti Jt i ' o S .' a S , 1. 33 S^ o N N113 o LIP/ - ra H t NTOM Z NS -1 N/F. ON 4 o ° r) 14 p / 1 zl- s C HARI s5,4 I . NA MAAOMr7 00000_-------- Nel000 U °_ _ til / F 0 N o1 0 '" so / ° l; AQ7"l-UG W. KEV4 o y - ' MIG(4AEL -i . K117A J . 5 L)LLIVAQ Z \ A PPIZoX N I A W WIA7l; GZ LOT Z 4 G OPEN SPACE).JAMES D. KEPI=E 00 400 , 08:51Z S . F". N AREA =- e 9- IB Ac. 1a ao° U V) 0 01 w C1 JOHN XO EC, JR. & ASSOCIATE'S, 7 C. These drawings are tRe pro -cert; of the engineer/surveyor and have bee_ _-:re-cared srecL i cally Tor the owner Tor this Droj ect al- t lis si-e and are not. to be used Tor any other =_oose, 10Ca7--ion, or CWner wl t':oll z wry en consent- o-.ff the engi leer/surveyor. r O - 0 S c o\ o K0LO C _ / SQLLVATOQF PA-MIC:IA ZIMMITT1 Igo GRAPHIC SCALE /N FEET RA -4o . or IC Pei 4 tv SITS ,P L .+ r _ g . A_ 7 120._ 4& L A LOCATION MAP SCALE I" = 1000' TOTAL AREA _ I , 053, ewt7 S.F. OF PARC...EL '"24. i9 Ac. JUNE 13, 1994 J u N E- -70J 199 D 17 1990 APPROVE8 13Y THE CIIAli HkM ' OF T118"; MONTVILLE WATER POLLUTION CONTROL AUTHORITY, -:•• . THE PUBLIC WORKS DIRECTOR', THE '11EALT11 OFFICER AND T111; FTRST SELECTMAN, V27 v Sign P HLIC WQ#K EC OR ata oe Signature 11EA I OFFIC R Date Signature SELECTMAN Date APPROVED 13Y THE MONTVILLE PLANNING AND LONING-COHMISSION l p0 Signature Date REQT FOR SIDEWALKS WAIVED, S. Signature D. to COHPLF ON OF AL WORK. pJ! Signature Date PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN Date John Kopko Jr. L.S.S. Date I hereby certify that this map and, survey were prepar(::d ill ac;cocdallce with the standards of a CLASS A-2 SURVEY as defined in the recommended code of practice for standards of accuracy of surveys and maps, adopted December 10, 1975, as amended by the Connecticut Association of Land Surveyors, Inc.' John Kopko, Jr. L.L.S. #12881 SU DVI V I C -I) N VLAW PhEPAgEn FojZ CRAIG 5TELIK FaR P2oPEI2TY I.oGATEC' oto 601 - tZoVTE NtEETW,:A AoU,,F_- 1_A0r-_, MohITVILLE p CT' JOHN KOPKO, JFK. & ASSOCIATES, INC. One Bulkeley Place, New London, Connecticut 06320 TEL. (203) ==43-4597 DRAWN: CHECKED: DATE: SCALE: JOB NC.: SHEET BzU/ giLL MUNE 1990 ) `' = 100` 169-06 l r 4 oil Erosion and Sediment Control Narrative This project proposes the development of 2 residential building lots. Two additional lots will be created from this subdivision, one will be retained for future use and the other will remain in its natural state as open space. Construction is scheduled to begin approximately May 1, 1990 with the installation of a gravel entrance drive as depicted 'on these plans. This drive will serve as a construction entrance for the site. Prior to any site development of lot 24E and 24F, all soil erosion control measures shall be in place and inspected by a representative from the Town of Montville. After SESC measures are inspected, excavation and grading for homes, wells, drives, and septic systems will begin. Anticipated completion of all work is scheduled for October 1, 1990. Mr. Craig Stelik, telephone 848-9157, will be responsible for installation and maintenance of all SESC measures. Filter Silt Fence Installation 1. Dig a 6" trench on the uphill side of the desired fence line location. 2. Position the post in the back'of the trench (downhill side), and hammer the post -at least 1.5 feet into the ground. 3. Lay the bottom 6' of the fabric into the trench to prevent undermining by storm water run=off. 4. Backfill the trench and compact. 1".- TenCe Ma4..ten1nce 1. Filter fence shall be inspected after heavy rainfall. If the fabric or posts are out of the ground they will be replaced into the ground. 2. Sediment deposits are to be removed if they reach one foot in height behind the fence. Optional Eavbale installation 1. Bales shall be placed in a single row, lenthwise, oriented parallel to the contour, with ends of adjacent bales tighty abutting one another. 2. Bales shall be entrenched and backfilled.+ A trench shall be excavated the width of a bale and the length of the proposed barrier to a minimum depth of 4 inches. After the bales are staked, the excavated soil shall be backfilled against the barrier. 3. Each bale shall be securely anchored by at least two (2).stakes. 4. 7"he gaps between bales shall be wedged with straw to prevent water from escaping between the bales. 5. The barrier shall be extended to such a 'Length that the boctems of the end bales are higher in elevation than t:,e too of t,e lowest middle bale to assure that sediment 'Laden run-off wil_ =low either throu;n or over the barrier, but Zoc around it Havoale Maintenarce 1. _nspection shall be made after each star• event and repair or reDLacement shall be mace proIIpcly as needed. 2. Cleanout of accumulated sediment behind the bales is necessary if 1/2 of the original height of the bales becomes filled in with sediment. Inspe^_tion Tire sediment and erosion control structures will be inspected monthly and after every substantial rain event. An inspection report will be sent to the representative of the Town by the project engineer on a monthly basis. The inspection report will cite the condition and effectiveness of the sediment and erosion control strt:ctures. If corrective action is needed, a follow-up inspection report will be sent to the Town once the corrective measures are taken. The representative of the town will be notified prior to tie removal of the sedimentation and erosion control structures. Clearing and Grubbing 1. The sedimentation and erosion control structures will be installed as shown on the site plans. 2. The project engineer and a representative from the town will be notified for an inspection of the sedimentation and erosion control structures. 3. Remove trees and brush within area to be cleared. Chip branches and brush for use as on site mulch. 4. Remove any unsuitable soil and transport to an approved off site landfill. 5. Strip and stockpile suitable topsoil in locations depicted on plans. 6. Clearing should be orderly and consolidated during the clearing operation. Extreme care must be observed by machine operators as not to disturb or damage the sedimentation and erosion control structures (knocking out sediment fences and havbales). TOPSOIL STOCKPILE The topsoil and excavated subsoil will be stockpiled within the area of disturbance. Sediment fences or staked haybales will be placed on the stockpile and shall not exceed 2:1. The topsoil stockpile will be seeded with rye grass. Seeding for temporary vegetative cover is not recommended after October 1. A hay mulch or jute netting will be applied to the stockpile if a vegetative cover can not become established. Seedbed Preparation & Seedin The site will be fine graded and the soil surface raked to remove stones larger than 2 inches in diameter. Topsoil will be spread at a minimum compacted depth of 4 inches. Once the topsoil has been spread, all stones 2 inches or larger will be removed as well as debris. Apply agricultural ground limestone at a rate of 100 lbs. per 1000 square feet. Apply 10-10-10 fertilizer or equivilent at rate of'7.5 lbs. per 1000 square feet. Do not apply fertilizer to wetland areas. Work lime and fertilizer into the soil to a depth of 4 inches. Inspect seedbed before seeding. If traffic has compacted the soil, retill compacted areas. Apply the following grass seed mix: Road Sides, Banks and Wetland Areas fix Lbs./Acres Lbs./100 Reed Canarygrass 205 Red Top 5 .10 Total 25 ,55 Lawns Mix Lbs./-cres Lbs./1000 S.. Kentucky Bluegrass 20 .45 Creeping Red Fescue 20 .45 Perennial Ryegrass 5 i0 Total 45 1.00 The recommended seeding dates are: April 1 through June 1 August 15 through September 15 TemDorary Mulching Following seeding, firm seedbed with a roller and mulch the seedbed surface with straw or hay at a rate of 1.5 to 2 tons/acre. If seeding cannot be conducted during the recommended seeding dates, a mulch cover will be maintained until seeding can be accomplished. Erosion control blankets (woven straw) to be used as mulch on all slopes in excess of 5%. TEST HOLE DATA STELIK 2/14/90 WITNESSED BY AL GOSLIN Test Hole lA 0" - 7" Assorted firm silty gravel fill Loam 7" - 28" 66" Brown medium silty sand 28" - 91" R Coarse sand and gravel 91" PERCOLATI0A1 7_155T LOCAT/OA/ NUMOE9 No mottling Water Hole 2D SOIL CLA SS1F/CAT/OAl LlAjE 0" - No ledge Loam 911 - 63" No mottling Test Hole 1B 90" 0" - 10" Loam 10" - 36" Brown medium silty sand 36" - 86" Coarse silty sand and gravel 81" Loam 2" Water Brown medium silty sand 46" 96" No ledge No water No mottling Test Hole 1C 0" - 3" Hole 2F Loam 3" - 50" Loam Tan fine silty sand 50" - 68" 27" Medium silty sand 68" - 96" Coarse sand and gravel No ledge No water No mottling No ledge No mottling Test Hole 1D 0" 10" Loam 10" 38" Brown medium silty sand and gravel 38" 96" Coarse silty sand and gravel. No water No ledge No mottling Test Hole 2A 0" 5" Loam 5" 31" Brown medium silty sand 31" 82" Coarse silty sand and gravel 75" Water No ledge 6011 Mottling Test Hole 2B 0" 42" Firm silty gravel fill 1 42" 71" Loam 71" 88" Tan fine silty sand 42" Water No ledge No mottling Test Hole 2C 0" - 45" Assorted firm silty gravel fill 45" - 78" Loam roots organic debris 66" TEST P17- L0C4T10AJ - NUS 0,EiQ Water PR/MARY 5EPTi6 5Y6TTM R No ledge ' P_I_z PERCOLATI0A1 7_155T LOCAT/OA/ NUMOE9 No mottling Test Hole 2D SOIL CLA SS1F/CAT/OAl LlAjE 0" - 9" Loam 911 - 63" Tan medium silty sand and gravel 63" - 90" Coarse sand and gravel 90" o Water APP,2Ox. L/iK/T OF /00 YEAFZ FLOOD IFLAIAI No ledge 63" Mottling Test Hole 2E 0" - 2" Loam 2" 46" Brown medium silty sand 46" 96" Coarse silty sand and gravel No water No ledge No mottling Test Hole 2F 0" 4" Loam 4" 27" Brown medium silty sand 27" 86" Coarse silty sand and gravel No water No ledge No mottling PERC TEST RESULTS F-1-1 7 min./inch P-1-2 8 min./inch P-2-1 9 min./inch P-2-2 8 min./inch 0 SOIL TYPES HcB Haven silt loam, 3 to 8 percent slopes HkC Hinckley gravelly sandy loam, 3 to 15 percent s;opes Ln Limerick Variant silt loam Ps Pootatuck Variant fine sandv loam Sf Scarboro mucky fine sandy loam Ts Tisbury silt loam Ud Udorthents-Urban land complex LEGEA10 Z78----- EKIST/AIG L'OAITOULZ a PROPO coN T00)1; 50L p1AJ/6 5ET23AcK L 1VE TF-ZC TEST P17- L0C4T10AJ - NUS 0,EiQ P PR/MARY 5EPTi6 5Y6TTM R X00 70 REQ vE 5EPric s sTEn t P_I_z PERCOLATI0A1 7_155T LOCAT/OA/ NUMOE9 SOIL CLA SS1F/CAT/OAl LlAjE H k C SOIL. TYPE WETLAAJ17 FLAG- LO0AT1041 f A1UM&EGA L IM17- OF IAJL. AAJp WETL A AI pS W IF SEpIMEAJT F7E/VCE / NAy BALE BAFZK/EW MONUNtEA)T TO 5E SET o IRON P/Fe TO T APP,2Ox. L/iK/T OF /00 YEAFZ FLOOD IFLAIAI ANTI- TRACKING PAD DETAIL NOT TO O JOHN KOPKO, JR. & ASSOCIATES, INC. These drawings are the property of the engineer/ surveyor and have been prepared specifically for the owner for this project at tais site and are not to Ice used for any other purpose, location, or owner without written consent of the engineer/sur,reyor. INPU`TFZIAL NIrTTINla, `7NOW F"6E: OR WOVEN WIRE f -E 4E:- SE 121MENT FENCE DETAIL NOT TO SCALE WEDGE LOOSE HAY OR ANCHOR W1TH TWO STRAW BETWEEN BALES 2"X2 X3' -O'• STAKES TO CREATE A CON TINOUS EACH BALE BARRIER ALL HAY BALES SHALL 3E WIRE - BOUND OR S T/7ING TIED o o-' _5- o "omaem PLAN REVISIONS UA1E t3, 1990 tvn E zo, l990 SEvT 17, t990 BACKFILL AND COMPACT THE EXCAVATED SOIL AS SHOWN ON THE UPHILL SIDE OF THE BARRIER TO PREVENT PIPING FLOW 4 EXCAVATE A TRENCH 4" DEEP AND THE WIDTH OF THE BALE SEC TION HAY BA L E BARRIER NOT TO SCALE APPROVED DY T11B C1IAIRHAN OP TIIE', HONTVILLK WATER POLLUTION CONTROL AUT11ORITY, T11H PUBLIC WORKS DIRECTOR, THE 'IILALTII OFFICER AND T11 FIRT SEL-' 1 7 0 Big e II AIRMA Dat© S19na t P6_ P.jM13LIC- WORK -1 DTR C'TOR Dane. Sinature 11E11L tiFFICER Da to, r signature SELECTMAN Date APPROVED 13Y T11E MONTVILLE PLANNING AND ZONING• OHHIS8 1.90 Signature to REQUIR SENT FOR IDEWALKS WAIVED, Signature Date COMPLE IO11 OF AL WORK. signature Date PAS9IVE SOLAR ENERGY _ I'ECIINIQUES AS PRESCRIBED BY LAW 11AVE BFSEN CONSIDERED IN DEVELOPMENT OF THIS PLAN Date John Kopko Jr.. L.S.S. Da to 12ETAIL SHEET PREPARED FOR CRA16, STELIK FOG, VROPEGCTY L.00ATEC7 ONA COMA. ROUTE 163 4- MEET1lI&HOUSE LADE , MOIVTVILLC- , COAUV. JOHN KOPKO, JFK. & ASSOCIATES, INC. One Bulkeley Place, New London, Connecticut 06320 TEL. (203) 443-4597 DRAWN: CHECKED: DATE: SCALE: JOB NO.: SHEET: W. &. RYAN I I _UNC- iso I WME 89-060 4 OF 4