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HomeMy WebLinkAboutSite PlanF EROSION AND SEDIMENTATION CONTROL PLAN 3^-35~ Subsoil ' FINISH FLOOR ELEV. 98.50 NARRATIVE SEEDING GUIDEU 8" C0WP'~'E~ 35"-65" compact silty sand 27"-78" Grey oonnpnot a|Kx sand GRAVEL BA8E(T`UP) D. INSTALL 8" OF LOAM, GRADE TO PREVENT PONDING AND SEED WITH GRASS TO STABILIZE. FINAL STABILIZATION OF DISTURBED AND GRADED UPLAND AREAS, UNLESS OTHERWISE NOTED, SHALL BE No !ed-' no water, mottling @ 41" NO.4 100% E ALL TOPSOIL IN THE RLL AREA OF THE PROPOSED PRIMARY SYSTEM SHALL BE REMOVED AND TH[ SOIL SHALL toLOAMEDANDSEEDED. LOAM SHALL BE PLACED AT A MINIMUM COMPACTED DEPTH OF 4 RECOMMENDED PIT 2GROUT 4 36" THIS PROJECT INVOLVES THE DEVELOPMENT OF A RESIDENTIAL, LOT CONSISTING OF HOUSE, WELL, DRIVEWAY AND SEEDING DATES FOR PERMANENT VEGETATION SHALL BE BETWEEN APRIL 1 THROUGH JUNE 15 AND AUGUST Topsoil N{l 100 0%-20% THE INSTALLAT10N OF A NEW SEPTIC SYSTEM. THE LOT SIZE IS 2.0 ACRES. THERE ARE NO REGULATED WETLANDS 15 THROUGH SEPTEMBER 15. TEMPORARY VEGETATIVE MEASURES SHALL CONSIST OF AN ANNUAL OR N[\ 200 0%-5% LEACHING TRENCHES 27"-96° Grey compact silty sand ON THE PROPERTY. PERENNIAL RYE GRASS WITH RECOMMENDED SEEDING DATES BEING. FROM MARCH 1 THROUGH JUNE 30 AND SIEVE DOES NOT EXCEED 10% AND THE NO. 200 SIEVE DOES NOT EXCEED 5% SLEEVED 9' ON CENTER PROPOSED GRADE, water, mottling @ 75" AUGUST 1 THROUGH OCTOBER 15. FOUNDATION SUBSTANCES AND IT SHALL MEET THE FOLLOWING REQUIREMENTS: TEST PIT 3 LOAM & SEED, GRADE SILT FENCE WILL BE INSTALLED DOWN GRADIENT OF ALL CONSTRUCTION AREAS PRIOR TO CONSTRUCTION. TOPSOIL A. THE RLL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE /3\ INCHES. PERIODIC INSPECTIONS BY THE TOWN SANITARIAN WILL BE REQUIRED AS THE FILLING PROGRESSES. TO PREVENT PONDING SHALL BE STOCKPILED ON SITE, SURROUNDED BY SEDIMENT FENCE AND SEEDED WITH RYE GRASS DORING 0-2/ 2"-29" 161. B. Up TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAYBE RETAINED ON THEN(l 4 SIEVE 27,-R " Grey silty Sand Su000n 29"-92 Grey silt CONSTRUCTION. 4 NoLedge, no water, mottling0`58"' No adg` no wotn 619 BEFORE SPREADING PROPOSED COVER MATERIAL OVER THE DESIGNATED AREA, OBTAIN A REPRESENTATIVE C. THE MATERIAL THAT PASSES THE NO. 4 SIEVE SHALL BE AND THE SIEVE ANALYSISTEST PIT 5 2" MIN. BACKFILL.. APPROVED IT IS THE INTENT OF THESE PLANS TO STABILIZE ALL DISTURBED AREAS AS SOON AS PRACTICABLE ,AND SOIL SAMPLE AND SUBMIT TO A REPUTABLE SOIL TESTING LABORATORY FOR CHEMICAL AND PHYSICAL 4w -P _VC' ESTABLISH VEGETATION OR INSTALL THE PARTICULAR COVER PROVIDED. ALL MEASURES SHALL BE INSPECTED ON A ANALYSIS. THIS PRELIMINARY TEST IS NECESSARY TO DETERMINE THE REQUIRED INORGANIC AND/OR H 40 PIPE@9)C 14. g4440 000000 00t (C))600600600600.0"00 0CWEEKLYBASISBYTHEDESIGNATEDON-SITE AGENT. THE CONTRACTOR SHALL CORRECT ANY PROBLEM AREAS OR ORGANIC AMENDMENTS THAT ARE NEEDED TO ASSIST IN ESTABLISHING THE SEED MIXTURE IN AN LE D a00,0,0:DD0000000mo 0 0000, 00000000000000000000C 1" SIZE BROKEN STONE FAILURES OF THE EROSION AND SEDIMENTATION SYSTEMS. ENVIRONMENTALLY AND ECONOMICALLY SOUND MANNER. THE RESULTS WILL GIVE THE COVER MATERIAL 0 000 0 00000000. CHARACTERISTICS SUCH AS PH AND FERTILIZATION NEEDS. THESE RESULTS SHALL BE KEPT ON-SITE BY 0 0 RESPONSIBILITY FOR THE INSTALLATION OF THE EROSION AND SEDIMENTATION PROTECTION AS IDEN11FIED IN THIS THE CONTRACTOR AND AVAILABLE FOR REVIEW,BY THE TOWN. BASEMENT FLOOR ELEV.=92.50 4 INV. 97.19 A NARRATIVE SHALL BELONG TO THE APPLICANT/OWNER. ROBERT FRIDAY AT (860) 848-4541 IS THE DESIGNATED APPROVED FILL 18" MIN. TO GROUNDWATER ON-SITE AGENT RESPONSIBLE FOR ASSURING TO THE TOWN THAT ACTUAL MEASURES TAKEN COMPLY WITH THE AS REQUIRED) PERF. P.V.C. t OLES DOWN) OR MOTTLING CERTIFIED PLAN. WHEN A DIFFERENT INDIVIDUAL BECOMES THE DESIGNATED AGENT, THE TOWN WILL BE NOTIFIED SEEQ BED EREE6MBON AND ASSURED THAT THE INDIVIDUAL IS ADEQUATELY QUALIFIED TO ACT AS AGENT. PROPOSED COVER MATERIAL SHOULD BE SPREAD EVENLY OVER THE SITE AREA IN A MINIMUM 4" LIFT VIA 48" MIN. TO LEDGE BULLDOZER/BUCKET LOADER. USING THE INFORMATION FROM THE SOIL ANALYSIS, CAREFULLY CALCULATE THE E & S MEASURES ON THE ENTIRE SITE SHALL REMAIN IN PLACE, INSPECTED BY THE ON-SITE AGENT, AND THE QUANTITIES OF LIMESTONE AND PRE -PLANT FERTILIZER NEEDED PRIOR TO APPLYING. PRE -PLANT MAINTAINED BY THE CONTRACTOR UNTIL THE INLAND WETLANDS OFFICER IS SATISFIED THAT THE ASSOCIATED SITE AMENDMENTS CAN BE APPLIED WITH A BROADCAST AND/OR DROP SEEDER AND INCORPORATED WITH AN HAS BEEN STABILIZED. OFFSET DISK, YORK RAKE, AND/OR HAND RAKE. AFTER INCORPORATING THE PRE -PLANT SOIL AMENDMENTS, THE SEED BED.SHOULD BE SMOOTH AND FIRM PRIOR TO SEEDING. THE FOLLOWING SEED MIXTURES, SHALL CONSTRUC-HON NOTES: BE USED AS NOTED: HOUSE SEWER CON No E C% TI ON 18 x 3t) LEACHING TREINCH 1. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SEED MIME NTS NTS LOCATIONS PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG" IS TO BE NOTIFIED PRIOR TO ANY CONSTRUCTION. SPECIES/N-ARIEff LE5./A.CRE800-922-4455). CREEPING RED FESCUE 20 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE CONSTRUCT10N PERMITS, PRIOR TO KENTUCKY BLUEGRASS 20 CONSTRUCTION, FROM THE MONTVILLE PUBLIC WORKS DEPARTMENT AND THE MONTVILLE ZONING ENFORCEMENT PERENNIAL RYEGRASS 5 101-6" OFFICER ALONG WITH ANY OTHER APPLICABLE AGENCIES. ALL AGENCIES SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. SEED MEWO 8.5 INLET (TYP.) 3. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL. DISTANCES AND LOCATIONS AND QUANTITIES AS DEPICTED THE PREFERRED TIME FOR SEEDING THE COOL SEASON MIXTURE IS LATE SUMMER. SOIL AND AIR 3 PLACES ON THE APPROVED SITE PLAN. TEMPERATURES ARE IDEAL FOR SEED GERMINATION AND SEEDLING GROWTH. WEED COMPETITION IS REDUCED BECAUSE SEEDS OF MANY WEED SPECIES GERMINATE EARLIER IN THE GROWING- SEASON. ADDITIONALLY, HERBICIDE USE IS GREATLY REDUCED. HOWEVER, SEEDING MAY BE DONE AT ANY OF THE ABOVE NOTED NOTES: 4. THE E & S NARRATIVE CONTAINED IN THESE PLANS ARE CONSIDERED PART OF THE DESIGN OF THIS SITE AND TIMES. SHALL BE CONSULTED AS CONSTRUCTION DETAILS. 1. CONCRETE 4,500 PSI'- 28 DAYS 5. ALL EROSION AND SEDIMENTATION CONTROL MEASURES APPLICABLE TO A GIVEN AREA OF CONSTRUCTION SHALL BE MULCHI NEWLY SEEDED AREAS SHOULD BE MULCHED TO INSURE ADEQUATE MOISTURE FOR SUCCESSFUL TURF 5 .9-8to 4- 2. JOINTS SEALED WITH 3/4" DIA. BUTYL RUBBER IN PLACE AND APPROVED BY THE TOWN STAFF PRIOR TO THE COMMENCEMENT OF WORK IN THAT AREA. ESTABLISHMENT AND TO PROTECT AGAINST SURFACE MOVEMENT OF SEDIMENT-BOUND AGROCHEMICALS AND 6. ALL DISTURBED AREAS OF SHALL BE FINISH GRADED WITH 4" OF TOPSOIL AND SEEDED ASDELINEATED IN THE SOIL EROSION. APPLY GOOD QUALITY STRAW OR HAY AT A RATE OF 2 BALES/1000 SQ. Fr. OTHER COMMERCIALLY AVAILABLE MULCHES CAN BE USED. 2'- 10" L L OUTLET 3. 4" PVC INLET & OUTLET BAFFLE SUPPLIED BY DEWEYS PRECAST, INC. SEEDING GUIDELINES. 1 4. 4' L.P. PVC PIPE SEAL - TYP. (4) PLACES 7. ADD111ONAL TEST HOLES WILL BE REQUIRED PRIOR TO FINAL APPROVAL OF PLAN. 30-8" DANGER5. COVER TO BE PLACARD GAS DO NOT ENTER." 8. PRIOR TO THE START OF CONSTRUCTION, THE HOUSE AND SEPT1C SYSTEM ARE TO BE STAKED BY A LICENSED 3) 21 0 CAST CONCRETE COVEIR SURVEYOR. 6. SEP11C TANK SHALL MEET REQUIREMENTS OF ASTM C-1227-95. PLAN 7. NON -BY-PASS EFFLUENT FILTER SHALL BE INSTALLED AT THE OUTLET PER SEPTIC DESIGN NOTES CONECTICUT PUBLIC HEALTH CODE TECHNICAL STANDARDS, APPENDIX B. 1. THE SEPTIC SYSTEM IS TO BE CONSTRUCTED ACCORDING TO THE CONNECTICUT PUBLIC HEALTH CODE IF21C PIT F1MQ_0jj&U0N,TE0T DATA U-) co 18" OUTLET OUTLET REGULAHONS AND TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS. Test Pits and Percolation Tests were witnessed by David Coughlin, Uncas Health District I n I 2. THE PROPOSED SEPTIC SYSTEM SHALL SERVE A THREE (3) BEDROOM HOUSE WITH, NO LARGE TUBS. THE TEST PIT A TEST PIT B T18' PERCOLATION TEST YIELDED A RATE OF 10.66 MINUTES PER INCH, A RATE OF 10.1 TO 20 MIN/INCH HAS BEEN 0"-4" Topsoil 0"-4" Topsoil 8 10 USED FOR DESIGN PURPOSES. THIS REQUIRES 675 SF OF EFFECTIVE LEACHING AREA. THE PROPOSED SEPTIC SYSTEM 4"-25" Subsoil 4"-31" Subsoil U LIFTING IS AS FOLLOWS: 25"-51" Grey silt 31"-62" Grey Silt 9" 5 to49 LIQUID GROOVES 1,250 GALLON SEPTIC TANK AND 2 ROWS OF 2 - 63' LONG 18"x36" LEACHING TRENCHES BY SERIAL DISTRIBUTION. 51"-60" Grey compact silty sand 62"-88" Grey compact silty sandto LEVEL LEACHING AREA PROVIDED = 252 LF x 3.0 SFAF= 756 EFFECTIVE SF. A 100% RESERVE AREA IS PROVIDED. Ledge at 60 no water, mottling @ 25" No ledge, no water, mottling .0 31" 0"-61o"Topsoil 0"-3" Topsoil 3. PROPOSED HOUSE SEWER SHALL BE PVC SCHEDULE 40 ASTM D 1785. ALL OTHER SEWER PIPE FOR THE SEPTIC 6"-30 Subsoil Y-30" Subsoil' SYSTEM SHALL BE 4" PVC ASTM D3033 OR D3034 WITH RUBBER COMPRESSION GASKET BELL AND SPIGOT OR 30"-59" Grey silt 30"-48" Grey silt APPROVED EQUAL, EXCEPT FOR LEACHING FIELD PIPING LOCATED WITHIN THE LIMITS OF DRIVEWAY, *ICH SHALL BE Ledge @ 59", no water, mottling @ 30" Ledge @ 48", no water, mottling @ 39" 4.51 SDR -35 HIGH STRENGTH PVC. SECTION ELEVATION 4. THERE ARE NO WELLS WITHIN 75 LF OF THE SEP11C SYSTEM. TEST PIT E Perc Test 0"-7" Topsoil TIME READING 5. THERE SHALL BE NO CUTS WITHIN 50 LF OF THE DOWNHILL SIDE OF THE SYSTEM OR WITHIN 25 LF OF THE SIDES NO STUMPS OR BOULDERS BURIED WITHIN 50 LF OF THE DOWNHILL SIDE OF THE 30'P_ 90" Grey compact silty sand 1:20 8 " I A L a OF THE SYSTEM. THERE SHALL BE No ledge, no water, mottling @ 32" 1:37 11 1010_ 13' 2:00 14 1 0. SHOULD ANY SIGNIFICANT VARIATIONS FROM TEST HOLE DATASHOWN WATER, MOTTLING, L TYPE BE ' 2:14 15 1'" DISCOVERED BY THE CONTRACTOR, THE ENGINEER SHALL BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SYSTEM. ` -00 Q" ' _ Percolation roto @ 18"deoth = 10.66 min/inch 7. ALL BN37lNG UllUllES ARE APPROXIMATE ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL ' ' LOCATIONS PRIOR TO CONSTRUCTION. "CALL BEFORE YOU O|Q" SHALL BE NOTIFIED PRIOR TO ANY CCNSTRUC11ON 1-800-922-4455\. 8. SITE PREPARATION URE: TEST EIT- ' A. INSTALL SILT FENCE FOR SEDIMENTATION CONTROL AS SHOWN ON PLAN. mmt ruw were witnessedby uowm Cougnlin''uncmo Health District - B. PLACE AND COMPACT SELECT FILL MATERIAL IN AREA UP TO ELEVATION OF THE TOPS OF THE iEACH|NQ on 12-22-02, TRENCHES. TEST PIT X 0,-3^^` Topsoil ` ' O.-3^Topsoil NTS g'-0" /M/m> | 4" SOLID PVC SEWER PIPE C. |N |8LL |xuv n rtm FLAN. 3^-35~ Subsoil ' 3"-27" SubooU 4"-32" | 8" C0WP'~'E~ 35"-65" compact silty sand 27"-78" Grey oonnpnot a|Kx sand GRAVEL BA8E(T`UP) D. INSTALL 8" OF LOAM, GRADE TO PREVENT PONDING AND SEED WITH GRASS TO STABILIZE. Ledge at 65"` no water, mottling @ 50" No !ed-' no water, mottling @ 41" NO.4 100% E ALL TOPSOIL IN THE RLL AREA OF THE PROPOSED PRIMARY SYSTEM SHALL BE REMOVED AND TH[ SOIL SHALL TEST PIT 2GROUT AROUNDBESCARIFIEDPRIORTOPLACEMENTOFRLLTopsoilTopsoil N{l 100 0%-20% 7,-7" Subsoil 6"-23" Subsoil N[\ 200 0%-5% F. STRIP TOPSOIL IN AREA OF AND 5 FEET SURROUNDING PR/MARY SEPTIC SYSTEM' 27"-96° Grey compact silty sand 23"-06"Q m||tv sand SIEVE DOES NOT EXCEED 10% AND THE NO. 200 SIEVE DOES NOT EXCEED 5% Q. THE SELECT RLL SHALL BE COMPRISED OF CLEAN SAND AND GRAVEL, FREE FROM ORGANIC MATTER AND FOREIGN No Ledge' no water, mottling @52_ No ledge, no water, mottling @ 75" SUBSTANCES AND IT SHALL MEET THE FOLLOWING REQUIREMENTS: TEST PIT 3 TEST PIT 4 A. THE RLL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE /3\ INCHES. PERIODIC INSPECTIONS BY THE TOWN SANITARIAN WILL BE REQUIRED AS THE FILLING PROGRESSES. 4" PERFORATED 0-2/ 2"-29" PVC SEWER PIPE -------- B. Up TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAYBE RETAINED ON THEN(l 4 SIEVE 27,-R " Grey silty Sand Su000n 29"-92 Grey silt THIS |S THE R\l PORTION OF THE SAMPLE). NoLedge, no water, mottling0`58"' No adg` no wotn no mottling k C. THE MATERIAL THAT PASSES THE NO. 4 SIEVE SHALL BE AND THE SIEVE ANALYSISTEST PIT 5 3' 3TAMTED. ` 0"-4" Topsoil 4"-32" | 8" C0WP'~'E~ D. THE REMAINING PORTION OF THE SAMPLE SHALL MEET THE FOLLO NG GRADATION CRITERIA: S 32" GRAVEL BA8E(T`UP) SIEVE SIZ nt|5^,no water, no mottling' NO.4 100% NO. 10 70%-100% NO. 40 10%-50% (SEE NOTE BELOW) N{l 100 0%-20% N[\ 200 0%-5% NOTE: PERCENT PASSING THE NO. 40 SIEVE CAN BE INCREASED TO 75%|F THE PERCENT PASSING -E NO. 100 SIEVE DOES NOT EXCEED 10% AND THE NO. 200 SIEVE DOES NOT EXCEED 5% THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF THE LEACHING AREA USING SELECT FILL AND SHALL PROTECT THE UNDERLYING NATIVE SOILS FROM OVERCOMPACTION AND SILTATION. eS PERIODIC INSPECTIONS BY THE TOWN SANITARIAN WILL BE REQUIRED AS THE FILLING PROGRESSES. AX 8 SC 10. A PERMIT FROM THE UNCAS HEALTH DISTRICT IS REQUIRED PRIOR TO CONSTRUCTION OF THE SYSTEM. 11. CONTRACTOR SHALL PROVIDE RECORD PLANS OF THE SEWAGE DISPOSAL 3YSTEW, AS BUILT, TO THE UNCAS HEALTH DISTRICT. ctl|REV DISTRIBUTION BOX DETAIJ NTS PRECAST CONCRETE D" -BOX (TYP) A c a r 18.85' PAVED APRON - EXISTING WELL LOCATED ON THE HIRSCHFELD PROPERTY IS LOCATED 231.24 FEET IN THIS DIRECTION D—BOX. INVERTS HIGH LEVEL OVERFLOW D -80X A INV 96.20 ELEV. 96.70 D -BOX B INV 96.50 ELEV. 97.00 D -BOX C INV 96.60 ELEV. 97.10 LU I `i- `t- 1 SCALE: 1 " 1000' GENECO #4 OR EQUIVALENT FINISHED GRADE 6" X 12" LG. PVC PIPE SLEEVE 4" PVC PIPE LENGTH AS REQ'D 4" — 45' ELBOW 45' WYE 4" X 8" N /F FLOW 4" PVC LOT 46 ALL LEACHING SYSTEM FILL i \ NTS WITHIN THE LIMITS OF THE I PROPOSED DRIVE22, WAY LIMITS j 1 SHALL ` BE :COMPACTED TO 95% 1 l \ t ( WIDE AREA TO BE CLEAKD OF ALL OBSTRUCTIONSSTANDARDPROCTORIN ACCORDANCE WITH ASTM D698LEENDvv _12l / / I , ` \ 1 . t C\— , , \ SYNTHETIC FABRIC FILTER FENCE -- 10(9 / CONTOUR I \ - I to ` MIRAFI OR APPROVED BY EXISTING ( ( / \ / 01 20'08" W /9 _ X108.86 EXISTING SPOT ELEVATIONi MON S 01 20 08 W - WOOD POST (TYP.) p c BASIN \25,*73 1 ©4. 253.73' ` S -03°57'31 ?--- CB CATCH \ W VARIES 59.28CONCCONCRETE ELEV ELEVATIONI l \ \ I COMPACTED 1LPIPEIRONPIPE \ BACKFILL LPIN IRON PIN INV INVERT rYro FINISH COURSE OF 2" OF 3/4" STONE FF FINISH FLOOR 4" COMPACTED PROCESSED GRAVEL HH HAND HOLE N /F 8" BASE OF BANK RUN GRAVEL (5" mi s) MH MANHOLE eco MON MONUMENT LOT 1 STING UNDISTURBED SI)BBASE EXI I h GRADE 0W OR FORMERLY rn DRIVEWAY : ,•.'. :;;: ,, t,k, .b :s., ,.• . ¢ „. •, GURNODIUSNTUD RBED NGVD NATIONAL GEODETIC VERTICAL DATUM 12MI v S DEPTH o PVC POLYVINYL CHLORIDEPIPE REC. RECOVERED t EXCAVATE 6"x TRENCHNTSON WOODPPOSTS SIDEE OF rn RB REBAR LO S.F. SQUARE FEET 4_0u fFE"E F"ETAILTFTOPOFFRAME%jLl NU U 0 NTS TYP TYPICAL t MORE OR LESS SURVEY NOTES: NOTES: w UTILITY POLE i o the Regulations of Connecticut State Agencies1. This map has been prepared pursuant g Standards for 5urve s -and Maps in 1. REFER TO SHEET 2 OF 2 FOR SEPTIC SYSTEM NOTES AND. DETAILS AND: FOR cv Sections 20-300b-1 through 20-3004;20 and the St y GAS VALVE SEEDING GUIDELINES. the State of Connecticut" as adopted,by the Connecticut Association of Land .Surveyors, a to Horizontal Mass D ROBERT FRIDAY V Inc. on September 26, 1996. It is a •operty Survey conforming o WATER GATE VALVE p tions. REFERENCE TO ' and Vertical Class T-2 Standards of accuracy as defined m the above regulations. 2. CONTRACTOR SHAD VERIFY ALL HOUSE DIMENSIONS IN a a a 411 0o ARCHITECTURAL PLANS. - d 5 5-13-02 REVISr:D DUE TO FIELD CONDITIONS PB LOT 47 MASSAPEAG ROAD MONTVILL T I t 4 4-26-02 DRIVEWAY REALIGNED PER CLIENT COMMENT PB 2. Map References: GUY WIRE O 3 3-11-02 CHANGED PER HEALTH DEPARTMENT COMMENTS PB e of Lance & Elizabeth 8chafer, Derry Hill Road & SUBSURFACE Ln a. Subdivision Plan, Property j; m -. 2 2-28-02 CHANGED PER HEALTH DEPARTMENT COMMENTS PB BOX WIRE FENCE GRAPHIC SCALE . Massapeag Road, Unrasville Conn., Mai 7, 197fi, Scale 1 =40 , sheet 2 of 2, prepared - byIs r Bernard F. Stone & Assoc., Inc., Salan, Conn. DISPOSAL —0-0— IRON FENCE 20 o io 20 40 - 80 9 1 1-28-02 CHAWE PER HEALTH DEPARTMENT COMMENTS PB 1, ENS• • t locations de acted and noted hereon have _,, n , gg_F m REV DATE DESCRIPTION BY o WIRE 3. Underground utility, structure, and f cils.y o 0 W OVERHEAD L /..` Q been compiled, in part, from record [napping , supplied by the respective utility companiesPhese_ locations ' i ,f NPIL SCALE: 1 "-20' DESIGN: ACG SHEET: NE or governmental agencies, from paro', testimony and from other sources. T MFARLA "® JOHNSON, G GAS LI g g must be considered as approximate a nature. Additionally, other such features may ( Il+1 FEET m pp DRAWN: PROJECT: unknown to McFarland—Johnson The size, ACG 15973.00 L WATER LINE exist n the site the existence of wuch are unkno 1 inch = 20 ft. 400 BAYC3IEf STREET SUITE 301 NEW LONDON, CT 06320 ores must be field determined ` and verified by the PHONE (»i0) 447-244 FAX 1 0 f 8fi0) 447-1622 CHECKED: pB DATE: o location and existence of all such fit DEC. 4, 2001 Before You Di 1-800-922-4455. SNET UNDERGROUND TELEPHONE LINE appropriate authorities prior to cons.ruction. Call g E