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Home My WebLink AboutSite Plant T AT THE TIME OF CONSTRUCTION WILL BE RESPONSIBLE. FOR MAINTAINING THE F" �r,�"(// Ewa I .ENVIRONMENTAL INTEGRITY OF THE LAND. THE OWNER OF EACH LOT WILL BE RESPONSIBLE S• 41' W EROSION AND SEDIMENT CONTROL MEASURES AFTER CONSTRUCTION IS COMPLETED. °- 46.72 UG 2020 j, `ry! pj �j S TY 42 430 iY 13. PROPERTY LIME GEOMETRY CLOSURES COMPUTED 12-3-2009 UWT OF INLAND S 65014'27' W A 11.64' 14. This survey is based -exclusively on accepted standards of surveying EXISTING sTONEe 0 practice and does not express any opinion regarding the existence or GRAVEL DRIVE 18r S W 48.344V38:1 validity of any unrecorded and/or disputed rights that may result from .. adverse possession, adverse use, prescription, abandonment, implication. 2.135 SO.". TO K CONVEYED To THE TOWN OFMONTVILLE necessity, estoppel, or any other principles of lav or judicial interpretation I x that are not readily apparent from a review of the clear language of the FOR Y PUM305M S W PAVILION the inclusion or omission in this survey of any reference, description, x.23'41® structure, object, or other physical feature should not be SEMlandmark, u' construed as an opinion of the legal significance or insignificance of any CcC c° such reference, description, landmark, structure, object, or other physical Z3 feature. I CD �-•� .15. OPEN SPACE REQUIREMENTS PER SECTION 8-25 OF THE CTs HOUSE� STATE STATUTES SHALL NOT APPLY IN THE TRANSFER OF LOT -2 TO C3 SON (PARENTS) PER SAID STATUTE. e MAP --37 LOT -22 S 4WOrW E a 4 +,5. E RESIDENTIAL REHABILITATION LLC '$.��• VOL.496/PG.39 ' W M370 370 i S *13"59'' 1 " E a 4T07'29* IN 355.22` DECLAMTION OF JW ONVEWAY EASEMENT AGREEMENT.' TO K fVM IN THE LLD -_,, MAP37LOT ' 21 E- N/F . RESIDENTIAL REHA®ILITATION LLC ...a VOL.502/PG.808 j MAP -r45 LOT --1 N/F TOWN OF MONTVILLE VOL. 110/PG.396 e� 0 f CcC Sf Rn Li.S LEG EN -1r, aNTON AND CHARLTON ;TREMELY STONY FINE SANDY LOAMS -15X SLOPE kNTON AND CHARLTON RY STONY FINE SANDY LDAMS -� 15X SLOPE ,ARBORO MUCKY FINE SANDY LOAM +rel, very poorly drained soil -3x slope. DGESURY, LEICE R, AND WHITMAN tremely stony fine sandy looms is soil is level sloping and very poorly drained -3x slope. CdC LOT— I AREA�21.88 ACRES AR 21.25 ACRES EXCLUDING ACCESS STRIP 1939.12' N 04!56'05* W MAP -37 LOT -19 N/F CONN. LIGHT & POWER CO, VOL. 14/PG.108 i ,I 1. "PROPERTY SURVEY LOTS 21,21E & 22A PROPERTIES OF ROGER J. VIENS & ROGER VI€NS, JR. FELLOWS ROAD MONTALLE, CONNECTICUT 1'100' JANUARY 1998 #1542 2. "SJBDMSiON OF LAND OWNED BY A. FERDMAN AND J, N TO BE DEVELOPED BY MONTVILLE, CONN TO BE DEVELOPMENT CORP. P.O, BOX 120 OAKDALE, CONN. MAP -37 LOT -21A N/F PAUL E. RYAN VOL,453/PG.357 MAP --37 LOT --21 N/F ROBERT F. KOLODIEJ ® VOL. 481 /PG.1183 PER REF. MAP -1 ... `"10 CW �.$ y �"'37�3 S ,��` MAP -37 LOT -27 ,,. W N/F 29.2.26* 12® RCP WILLIAM B. MCDONOUGH & S 01.00'41" W �' CLARISA G. DANDEH--NJIE 224,27' VOL.495/PG.290 LULATIOA P� HMT 2,135 90 -FT. To BE CONVEYED TO THE TOWN of 1. This survey has been prepared pursuant to the Regulations of Rn Ia FOR HiGimy PuR7 DETAIL) Connecticut Starts Agencies Sections 20-300b-1 through 20-300b-20 and the "Standards for Survey* and Mops in the Start* Sof Connecticut* 1p I as adopted by the Connecticut Association of Land Surveyors, Inc, MAPS -37 LOT --28 on September 26, 1996; / N/F H&T CO. -p Survey Type: SUBDIVISION #3755 JAMES A. BAILLARGEON -• This survey conforms to c Class "A-2" horizontal accuracy VOL.264/PG.852 j DECLARA OF AY ENT EDIT ', -� Boundary Determination Category: ORIGINAL and DEPENDENT RESVRVEY To BE FILED 01 THE MONTVILLE LAND RECORDS (SIDE DET IL)-�--- N 49°219'45" E -- This survey conforms to a Class *T-2 V-3" vertical accuracy 49.29Vertical Datum Approximate is NGVD 1929* EASEMENT IN FAVOR OF C -LAI P. OVER LOT -2 To K FW4MOMORDED ;, N 49'07'29" W oa 440.30' 2. Land records research completed as of November 2009 to 3. Field work completed as of 11-30-2009 LOT -2 Sf 41 to 4. Reference deed for locus parcel VOL.336/PG.823. AREA= 9,38 ACRES 5. Not valid without a live signature and embossed seal. � •� ®, 6. Locus parcel located within an R-120 Zoning District. � 7. LOCUS PARCEL. NOT LOCATED IN 100 YEAR FLOOD ZONE --A. ISI'. MAP--37/LOT--20 , 9. TOTAL AREA OF THE SUBDIVISION 15 31.25*ACRES. CA LIMIT OF INLAND �f � DS 12 4 DOROTHY E. WADE 10. THE TIME LIMIT FOR COMPLETION OF ALL WORK RELATED TO THE SUBDIVISION WETLANSf w VOL,259/PG.684 SH&L BE COMPLETED IN FULL, WITHIN 5 YEARS OF THE APPROVAL DATE. ' 11. THE LAYOUT OF THE DRIVEWAY, HOUSE, SEPTIC AND WELL SHOWN ON THIS PLAN ARE CONCEPTUAL. A SEPTIC DESIGN WILL BE NEEDED BEFORE CONSTRUCTION. A_CAAVEl. 12 THE OWNER CcC S 44'17'02" E ��.... S D&,301560 W 08.05i S 135.65 , Fw PROPOSED 367 D3, HOUSE WELL ,5 1. cy cn' i 7 *4'33 IN DRILL IS I3 THE WETLANDS SOIL BOUNDARIES AS SHOWN ON THIS PLAN WERE DELINEATED BY ME IN THE FIELD, AND THOSE WETLAND BOUNDARIES AS SHO ON THIS PLAN SUBSTANTIALLY REPR THAT DELINEATION. JOS H THEROUX SOIL SCIENTIST GARAGE o WELL S 77'5633" W 58.35' APPROVED BY THE IN ND WETLANDS AND WATERCOURSES COMMISSION ON DATE: R N D UTILITY POLE SIGN a�c�c►�� STONE WALL N/F NOW OR FORMERLY 0 SURVEY MARKER FOUND 0 SURVEY DARKER SET SURVEYING, I . sae � %oMPU Ct'tK;>`UN VK JtL;Kt I AKT APPROVED BY THE MONTVILLE PLANNING do ZONING COMMISSION ON !DATE: �7 CHAIRPERSON OR SECRETARY ALL WORK SHOWN AS P T 0 THIS PLAN SHALL BE COMPLETED BY " .- t 1 I�ATE �• i` •� SCR �-,r, + � .-- is APPROVED BY THE UNCAS HEALTH DISTRICT ON V •w. 1.' DATE: CK 0CON OWNER: D s A`c� ROBERT Glc DIXIE L. MEYERLO ORIGINAL� L�AYOi1�° SHEET APPLICANT; DIXIE �iJOE '-037 LOQ D81 Q No• # 55 BERT G* FELLM ROAD L. MEYER 4Q AO YSUBDIMSION <'oI><Nstio ��,�� MONTVILLE CONNECTICUT � f CPREPARED F'OR C' 11" 0,mRT /�'�~~�.. w 4.1F •MLYER ME CNJ To my knowledge and belief, this map Is substantially Mr. Xr I E MEYER L� correct as noted he on, 55 FELLOWS ROAD MO LLE CONNECTICUT ► to 4 2010 SCALE V-80' NOVEMBER 3009 Q � [EARI , Conn. SHEET 1 OF 3 860-576-3349 REV. 4-13-2010 REV. g,EV 7-23-2010 FILE i p.,,r,.:. ... .. '.}"�( +K. .:t _ ... ..''� :a..+ .. 's ts. . � •tr .r.�. .-Y.:..yv.. •,m.w .w. n. s. ._ .. ... -. •... .. - . Y�I'Tr 1�' .ri'%•��f.7ii,.G iw.. �.•Y.. :.� • • �:•`�` . . � . i ... .S_i. .�...t a+R'•; t'• .,r;•, .. w . s'' ''.I.II` �. .'f. '- . � f'F.. , .. - I .� .. . , rr• a - AT THE TIME OF CONSTRUCTION WILL BE RESPONSIBLE. FOR MAINTAINING THE F" �r,�"(// Ewa I .ENVIRONMENTAL INTEGRITY OF THE LAND. THE OWNER OF EACH LOT WILL BE RESPONSIBLE S 83`2223" WFOR EROSION AND SEDIMENT CONTROL MEASURES AFTER CONSTRUCTION IS COMPLETED. °- 46.72 UG 2020 j, 13. PROPERTY LIME GEOMETRY CLOSURES COMPUTED 12-3-2009 UWT OF INLAND S 65014'27' W WETLANDS ` 21.90' _ 14. This survey is based -exclusively on accepted standards of surveying EXISTING sTONEe 0 practice and does not express any opinion regarding the existence or GRAVEL DRIVE ao validity of any unrecorded and/or disputed rights that may result from .. adverse possession, adverse use, prescription, abandonment, implication. P *2387 necessity, estoppel, or any other principles of lav or judicial interpretation I x that are not readily apparent from a review of the clear language of the deeds and other instruments that form the basis of this survey. Similarly, PAVILION the inclusion or omission in this survey of any reference, description, structure, object, or other physical feature should not be SEMlandmark, u' construed as an opinion of the legal significance or insignificance of any CcC c° such reference, description, landmark, structure, object, or other physical Z3 feature. I CD �-•� .15. OPEN SPACE REQUIREMENTS PER SECTION 8-25 OF THE CTs HOUSE� STATE STATUTES SHALL NOT APPLY IN THE TRANSFER OF LOT -2 TO C3 SON (PARENTS) PER SAID STATUTE. e THE WETLANDS SOIL BOUNDARIES AS SHOWN ON THIS PLAN WERE DELINEATED BY ME IN THE FIELD, AND THOSE WETLAND BOUNDARIES AS SHO ON THIS PLAN SUBSTANTIALLY REPR THAT DELINEATION. JOS H THEROUX SOIL SCIENTIST GARAGE o WELL S 77'5633" W 58.35' APPROVED BY THE IN ND WETLANDS AND WATERCOURSES COMMISSION ON DATE: R N D UTILITY POLE SIGN a�c�c►�� STONE WALL N/F NOW OR FORMERLY 0 SURVEY MARKER FOUND 0 SURVEY DARKER SET SURVEYING, I . sae � %oMPU Ct'tK;>`UN VK JtL;Kt I AKT APPROVED BY THE MONTVILLE PLANNING do ZONING COMMISSION ON !DATE: �7 CHAIRPERSON OR SECRETARY ALL WORK SHOWN AS P T 0 THIS PLAN SHALL BE COMPLETED BY " .- t 1 I�ATE �• i` •� SCR �-,r, + � .-- is APPROVED BY THE UNCAS HEALTH DISTRICT ON V •w. 1.' DATE: CK 0CON OWNER: D s A`c� ROBERT Glc DIXIE L. MEYERLO ORIGINAL� L�AYOi1�° SHEET APPLICANT; DIXIE �iJOE '-037 LOQ D81 Q No• # 55 BERT G* FELLM ROAD L. MEYER 4Q AO YSUBDIMSION <'oI><Nstio ��,�� MONTVILLE CONNECTICUT � f CPREPARED F'OR C' 11" 0,mRT /�'�~~�.. w 4.1F •MLYER ME CNJ To my knowledge and belief, this map Is substantially Mr. Xr I E MEYER L� correct as noted he on, 55 FELLOWS ROAD MO LLE CONNECTICUT ► to 4 2010 SCALE V-80' NOVEMBER 3009 Q � [EARI , Conn. SHEET 1 OF 3 860-576-3349 REV. 4-13-2010 REV. g,EV 7-23-2010 FILE i p.,,r,.:. ... .. '.}"�( +K. .:t _ ... ..''� :a..+ .. 's ts. . � •tr .r.�. .-Y.:..yv.. •,m.w .w. n. s. ._ .. ... -. •... .. - . Y�I'Tr 1�' .ri'%•��f.7ii,.G iw.. �.•Y.. :.� • • �:•`�` . . � . i ... .S_i. .�...t a+R'•; t'• .,r;•, .. w . s'' ''.I.II` �. .'f. '- . � f'F.. , .. - I .� .. . , rr• a - F" �r,�"(// Ewa I UG 2020 j, By C D F 1 1". .1 h, PER REF. MAP- i L GEN UTILITY POLE SIGN EXISTING CONTOUR ` PERCOLATION HOLE TEST PIT 131 STAKED HAY®ALES OR SILT FENCE --�--- , WETLAND FLAGS FD FOOTING DRAIN 40 0 40 80 120 Feet ORIGINAL INS MYLAA MADE BY FRrC SEIT-7, No. 49 ` SITEDEVELOPMENT SHEET Zv MAP -037021 0 4R M o "meow WWW.W asmw Wommaw WON-"- PREPARED FOR Maw OWWOM ROBERT G. MEYER & E To my knowledge and belief, this mop Is substontiolly® % . -• - '"' ' correct a> noted ratan.DIXIE 55 FELLOWS ROAD ON'PVMLE CONNECTICUT mom EIEC SEITZ LAND SURVEYING, INC, Z. •?..Cit 0NSC i"=4o NOVEMBER 20®S e,sf,UL onn. SHEET 2 OF 3 8�e-t c60-- 376-3349 I- =2.!F v • - - .. � , .. ;..:. •. ..' . '.'w•Yif'^.. .:syr �: '_ . &-Ff�r�" s.l ai::r. "d1:.1a4'P'L: .va .s•: . . . ... r. ,• r: t,.. -mac ... .. ...tr .. .f.• x..-�.'-r .rr-r .t'* �.r �.r •r .<. - � w".'..°'.:.' � 1. .. .. .. .. _ ..., .... '#. 1:1, .ser; $'SYk�� .l'.YLi'.YC . "7":;•.".%; �:id^!. ... .. -...ty.i�•.. ' ,t.._ a •-K!►� � 1Fp ',+" =3't:. ':-'Y.:}-:a:r CcaY�ta'a•-.T . ,.a t'.., _ c• fin!! r sasses 4 fig ►� \. �.., •a.►.1 raj . .,;. a. I Nivelalprient of the sits wig be performed by the Cwrtractar, who will be mwwble for the Installation Ind eat nt measures Moores tiara, Z The sodilinsiftift-, tw*W rviedmoisens ~ remain in place from diart of consbruction until perrrionent vegetationto 'hed. The ropirseentative for the Town of Montville well be notified and erasion control otructuru am "Volly in place Any additional ml etc woolon clan ed by the T or itsimmediately. Once the proposed seeding and pianting have bow completed. the reprosonUrtive sholl in be notifiod to 'inspect the site. The control measures will not be rornoved w" this inspection is complete. 3. AN stipping is to to the immediate eco cion am. Topsoil sholl be stockpiled so that slopes do not exceed 2 to 1. A hay bole sediment barrier is to surround each stockpile and a t*mpomry vegetative cover *hall be 4 Dust control void be occairnplishod by sproying with water. The application of calcium chloride is not Permitted adjacent to or within IM of thaw areas. 5. The proposed planting schedule is to be adhered to during the planting of disturbed areas throughout the proposed construction state, 6. Fnal stabilization of the site is to feollow the procedures outlined in nent Vegetative Cover`. If necessary a temporary vogetative cover is to be provided until a permanent cover can be applied. 1. trig a C deep trench on ttw uphill side of the barrier location. 2. Posleition the posts an the downhill side of the barrier and drive the posts 1,5 feet into the ground. 3. Lary the bottom 6' of Ow fabric in the trench to prevent undermining and backfill. 4. Inspect and repair barrier alder heavy rainfall. 5. Inspection* Will be mode at least once per week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater to determine maintenance needs. 6. Sediment depo=sits are to be removed when they reach a height of 1 foot behind the barrior or half the height of the barrW and are to be deposited In an am which is not regulated by the inland wetlands commission. 7. Replace or repair the fence within 24 hours of obser4od failure. Failure of the fence has occurred when sediment fails to be retained by the fence because: --the fence has been overtopped, undercut or bypassed by runoff water, -- the fence has been mowed out of position (knocked r), or °- the textile hos decomposed or been damaged. MY ME INSTA#LAN AND 1. Bales shall be placed as shown on the planus with the ends of the bales tightly abutting each other. 2. Each bale shall be socurWy anchored with at least 2 stakes and gaps between bales shall be wedged with straw to prevent water from passing between the bales, 3. Inspect bales at least once per week and within 24 hours of the and of a storm with a rainfall amount of 0.5 inches or greater to determine maintenance needs. 4. Remove sediment behind the baps when it reaches half the height of the bale and deposit in an area which is not regulated by the: Inland Wetlands Commission. 5. Replace or repair the barrier within 24 hours of observed failure. Failure of the barrier has occurred when sediment fails to be retained by the bonier because: -P the barrier hats been overtopped, undercut or bypassed by runoff water, - the barrier has been moved out of positron, or - the hay bales have deteriorated or been damaged. SEED SELECTION Gauss species shall be appropriate for the season and site conditions. Appropriate species are outlined in Figure TS -2 in the 2002 Guidelines. TIMING CONSIDERATIONS Seed with a temporary d mixture within 7 days after the suspension of grading work in disturbed areas where the suspension of work is expected to be more than 30 days but less than 1 year. SITE PREPARATION Install needed erosion control measures such as diversions, grade stobilization structuress, sedir»ent basins and grassed waterways. Grade according to plans and allow for the use of appropriate equipment for seedbed preparation, seeding, mulch application. and mulch anchoring. SEEDBED PREPARATION Loosen the soil to a depth of 3-4 inches with a slightly roughened surface. If the area has barn recently loosened or disturbed, two further roughening is required. Soil preparation can be accomplished by tracking with a bulldozer, disrscing, harrowing, raking or dragging with a section of chain link fence. Avoid excessive compaction of the surface by equipment traveling back and forth over the surface. If the slope is tracked, the cleat marks shall be perpendicular to the anticipated direction of the flow of surface water. If soil testing Is not practical or feasible on small or variable sites, or where timing is critical, fertilizer may be applied at the rate of 300 pounds per acre or 7.5 pounds per 1,000 square feet of 10-10-14 or equivalent, Additionally, lune may be applied using rates given in Figure TS -1 in the 2002 Guidelines. SEEDING Apply seed uniformly by hand cyclone seeder, drill. cultipacker type seeder or hydrosseeder at a minimum rate for the selected species. Increase seeding rates by 10 ,_ jja . hY6Lo ing. MULCHNG Tempomry seedingsar made during optimum seeding dates shall be mulched according to the recommend pttions in the 2402 Guidelines. When 'ng outside of the recommended dates, increase the application of mulch to provide 953=JJSS coverage. MAINTENANCE inspect seeded area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater for seed and mulch movement and rill erosion. Where seed has moved or where soil erosion has occurred, determine the cause of the failure. Repair eroded areas and install additional controls if required to prevent reoccurrence of erosion. Continuer inspections until the grosses are firmly established. Grasses shall not be considered establis3hd until a ground cover is achieved which is 'nature enough to control soil erosion and to survive severe weather conditions (approximately 80A vegetative cover). PERMANENT VEGETATIVE COVER: Refer to Permanent Seeding Measures in the 2002 Guidelines for specific applications and details related to the Installation and maintenance of a permanent vegetative sewer. In general, the following sequence of operations @hall apply: 1. Topsoil will be replaced once the excavation and grading has been completed. Topsoil will be sprebd at a minimum compacted depth of 4". 2. Once the topsoil has been spread, all stones 2" or larger in any dimension will be removed as will as debris. 1 3. Apply agricultural around limestone of o rote of 2 tons per acre or 100 las. per 000 s.f. Apply 10-10-10 fertilizer or equivalent at a rate of 300 Its. per acre or 7.5 lbs. per 1000 e.f. Work lime and fertiliser into the soil to a depth of 4". 4. Inspect seedbed before seeding. If traffic has compacted the soil, still compacted areola. 5. Iy the chosen gross seed mix. The recommended mWing data are: April 1 to June 15 & "4t. 15 - October 1. 6. Following ing, firm sax2W with a roller. Mulch immediately fadowing Gooding. If a permanent vegotative stand connot .be established by September 30, apply a temporary cover on the topsoil such as neotting, moat or orgastic mulch. - MIMI E PROPOSM ONE THM OEMM HME TO K C"MUCTED ON A 21 ACRE = WITH ON SITE SEPTIC AND WELL. AREA OBEDISTURBED OF AN ACRE. SMI QDUMi T H Ut5 ®f �► 1. Flog that limits of disturbance an schedule pr tion meeting with Town of Montville Planning Department. 2. Cut t within the defined clearing limits and remove the cut wood. 3. Install perimeter erosion and sedirnentation controls in accordance with the site development plan, 4. Chip brush and slasho stockpile chips for use an rite or remove off site. 5. Excavate area of proposed driveway. 6. Remove tree stumps and dispose of at an approved disposal site. Alternatively, stumps may be chipped in place. No stumps li be burled on site, 7. Strip and stockpile organic material that is within the footprint of the drive. Surround stockpile with silt fence or staked . and apply tomporary seeding in accordance with recommended mixtures. Divert runoff around the pedrnoter of the stockpile. 8. Make all required cute and fills. Establish the subgrods for the driveway as required and install additional oroigon controls as neconary. 9. Inspect perimeW eroslm and sedimentation controls weekly and after rain events in excess of 0.5'. Repair any damaged contrals and provide addlitional erosion control doWces as necessary to address areas of concentiatod runoff a result of the construction activities, The contractor shall sew discharge conditions with n engineer or the Town of Montville prior to installing additional erosion controls. Apply water as necessary for dust control. 10, Prepare sub- for driveway & install terms course. 11, Place topsoil whom required and a and mulch 12. Remove and dispose of all silt fence and hay bales after all areas have been stabilized to the satisfaction of the Town of Montville. RESPONSIBLE PARTY FOR E&S MAINTENANCE: ROBERT G.& DIXIE L. MEYER 55 FELLOWS ROAD MONTViLLE CONNECTICUT blow Engjgod, . stlood Sod Mixt W Ugad Sad Mix contains a of s that are suitable for most wetland restoration site* that are not permaneritty inundated. All species are best suited to moist disturbed ground as found in most wet nwKidavto, scrub shrub. or forested wetland restoration areas. This mix Is well suited for detention basin borders, and the bottom of detention basins not generally under standing water. If planted during the fall moriths, the seed 'mix w91 germinate the following spring. During the first season of growth, ovmrol species will products sioods, while other species will produce seeds after the second growing season. This mix is composed of the wetland specie's most IRWy to grow in telyd/restorrod wetlands and should produce more than 75X ground cover In two full growing seasons. Seeding: The wetland soods in this mix can be hand*own. used with a hand-held spreader, or hydro- ed an large or heard to roach shoes, as long as there is no permanent snow cover. Lightly sake to ensure proper *oil-sood contact. Seeding can take place on frozen soil, as the freezing, thawing weather of late fail and late winter will work the sood into the ,evil. If spring conditions are drier than usual, watering may be requinitd. If planting during the summer months, watering _ may be required for at toast 2-3 weeks after planting to ensure germination. Anon -invasive annual such as winter rye may be added to the mix to obtain soil stabilization cover in the fall. Do not add annual ryegrsr, Kentucky Bluegrass or perennial ryegrosss as these species are very aggressive and they will inhibit the growth of the wetland seedts, A light mulch of clean, need free straw is recommended. Batt;AnollroglWa 1 LB/2500 S4. FT, (17.5 /ACRE as a wet moodow seeding) 2pogie1v Fox Sedge (Carex vulpinoi ), Bearded Sedge (Carex comoso). Lurid Sedge (Carex lurida), Soft Rush (Juncussa oeffusus). Gross-looved Goldenrod (Euthamia grominifolia), Soneset (Eupotorium rfoliatur+n). Hop Sedge (Carex lupulin), Slue Vervain (Verbena hosstato), Nodding Sedge (Carex gynandrea), Oman Bulrush (Scirpusas ctrovirens). Sensitive Fern (Onoclea nsibilist). Blue Flog Iris (Ida versicealor), Woolgrassss (Scirpuss ecyperinuss), Spotted Joe Pyo w (Eupotorium ukatum), Swamp Milkweed (Aseclepivs incorrnrata), Monkey Flower (1Mirnulus ri ns), Soft -Sterna Bulrush (Shoonopleectus tabomoemontani) (ssx•- S. vo lidus), Hardsstern Bulrush (Schoenoplactuss ocutus) (ex -Saws acutuss), Nodding Our Marigold (Bidenss csmua). Flat -top Aster (Aster usmbeliatus). OtouVw" TOW. ( .) Bakm nm Y4tlet lots: t 1 t 0 SILT FENCE POST,36'0 MINIMUM LENGTH FENCE DRIVEN A MINIMUM OF M GROUND 16" MINIMUM HEIGHT OF e 8" MINIMUM DEPTH GROUND 36" MINIMUM FENCE POST LENGTH MINIMUM LEACHING SYSTEM SPREAD FILTER 0-10" TOPSOIL AA- CLOTH FENCE POSTRBED MINIMUM 20" %W%L (BONEY) FLOW MED -FINE SAND oomomo NO LEDGE PF ====R N/AMLSS GROUND EMBED GEOTEXTILE CLASS F E. A MINIMUM OF 8" VERTICALLY FENCE POST DRIVEN A TOP VIEW INTO THE GROUND 12 HIGH BY 48 WIDE LEACHING TRENCH FOR PRIMARY MINIMUM OF 16" INTO J_ 12--36" LiGHT BROWN FINE SANDY LOAM (SONEY) t 0 SILT FENCE POST,36'0 MINIMUM LENGTH FENCE DRIVEN A MINIMUM OF M GROUND 16" MINIMUM HEIGHT OF e 8" MINIMUM DEPTH GROUND 36" MINIMUM FENCE POST LENGTH Construction Specifications 1. Fence posts sholl be o minimum of 35" long driven 18" minimum into the ground. Wood posts shall be 11/2" les; 11/2" square (minimum) cut, or 13/4" diameter (minimum) round and *hall be of sound quality hardwood. Steel posts will be standard T or U section weighting not less than 1,00 pond per linear foot. 2. Geoteextile shall be fastened securely to each fence post with wire ties or ;staples at top and mid-section and shalt meet the following requirements for Geotextile Class F: Tensile Strength 50 lbs/in (min.) Test: MSMT 509 Tensile Modulus 20 lbs/in (rain.) Test: MSMT 509 Flow Rate 0,3 gal fie / minute (max.) Test: MSMT 322 Filtering Efficiency 75X (min.) Test: MSMT 322 3. Where ends of geotextile fabric come together, they sts;hosll be overlapped, folded and stapled to prevent sediment bypass, 4. Silt Fence ,shall be inspected after each rainfall event and maintained when bulges occur or when sediment accumulation reached 50% of the fobric height. I TEST PIT ATY)N 1-13-1987 TEST PIT # 6 MINIMUM LEACHING SYSTEM SPREAD FILTER 0-10" TOPSOIL HF NA�r�FF CLOTH FENCE POSTRBED MINIMUM 20" %W%L (BONEY) FLOW MED -FINE SAND GROUND NO LEDGE PF ====R N/AMLSS GROUND EMBED GEOTEXTILE CLASS F E. A MINIMUM OF 8" VERTICALLY FENCE POST DRIVEN A TOP VIEW INTO THE GROUND 12 HIGH BY 48 WIDE LEACHING TRENCH FOR PRIMARY MINIMUM OF 16" INTO J_ 12--36" LiGHT BROWN FINE SANDY LOAM (SONEY) THE GROUND POSTS EFFECTIVE LEACHING AREA PROVIDED PER L.F. PER CODE: 3.0 S.F. NO LEDGE MINIMUM LENGTH OF TRENCH REQUIRED: 495 S,F./ NO MOTTLING CROSS SECTION ikm SECTION B a TEST PIT #8 SECTION A ��I ---w- '4--1 STAPLE STANDARD SYMBOL STAPLE/ 100% RESERVE AREA REQUIRED AND PROVIDEiD. 12-38' LIGHT BROWN FINE SANDY LOAM (SONEY) 36~108" GREY BROWN MEDIUM SAND & SF JOINING TWO ADJACENT SILT 82,5' X 3.0 S.F./L.F. MOTTLING 048" FENCE SECTIONS MATER O 66" Construction Specifications 1. Fence posts sholl be o minimum of 35" long driven 18" minimum into the ground. Wood posts shall be 11/2" les; 11/2" square (minimum) cut, or 13/4" diameter (minimum) round and *hall be of sound quality hardwood. Steel posts will be standard T or U section weighting not less than 1,00 pond per linear foot. 2. Geoteextile shall be fastened securely to each fence post with wire ties or ;staples at top and mid-section and shalt meet the following requirements for Geotextile Class F: Tensile Strength 50 lbs/in (min.) Test: MSMT 509 Tensile Modulus 20 lbs/in (rain.) Test: MSMT 509 Flow Rate 0,3 gal fie / minute (max.) Test: MSMT 322 Filtering Efficiency 75X (min.) Test: MSMT 322 3. Where ends of geotextile fabric come together, they sts;hosll be overlapped, folded and stapled to prevent sediment bypass, 4. Silt Fence ,shall be inspected after each rainfall event and maintained when bulges occur or when sediment accumulation reached 50% of the fobric height. I TEST PIT ATY)N 1-13-1987 TEST PIT # 6 MINIMUM LEACHING SYSTEM SPREAD 0-10" TOPSOIL HF NA�r�FF 10-24" LIGHT BROWN FINE SANDY LOAM (BONEY) 24-104" GREY BROWN MED -FINE SAND & GRAVEL NO LEDGE PF ====R N/AMLSS NO MOTTLING = N/A WATER 0 92" E. TEST PIT # 7 S.F. c 0--12" TOPSOIL 12 HIGH BY 48 WIDE LEACHING TRENCH FOR PRIMARY 12--36" LiGHT BROWN FINE SANDY LOAM (SONEY) 36-108" GREY BROWN MEDIUM SANDY GRAVEL EFFECTIVE LEACHING AREA PROVIDED PER L.F. PER CODE: 3.0 S.F. NO LEDGE MINIMUM LENGTH OF TRENCH REQUIRED: 495 S,F./ NO MOTTLING G. WATER O 92" TEST PIT #8 2-82.5' LONG 48" WIDE LEACHING TRENCHES, 2 X 82.5' X 3.0 S.F./L.F. 0-12 TOPSOIL H. 100% RESERVE AREA REQUIRED AND PROVIDEiD. 12-38' LIGHT BROWN FINE SANDY LOAM (SONEY) 36~108" GREY BROWN MEDIUM SAND & GRAVEL NO LEDGE 2-82.5' LONG 48" WIDE LEACHING TRENCHES, 2 X 82,5' X 3.0 S.F./L.F. MOTTLING 048" MATER O 66" MD=Ar*N RATE. e- 10 ./o& 1.5"x1.5"x42" STAKE COVEN CN DOWNSLOPE SIDE OF TRENCH EXTEND ®' OF SIL CE KLOW ANGLE STAKE 2' -- 2O' UPSLCPE SET STAKE 12w MINIMUM INTO CRAVE STAKED HAYBALES MAY BE SUBSTITUTED FOR SILT FENCE SILT FENCE LOCATED 5-10' FROM TOE OF "GRACEEXISTING _01/ BACKFILLIM 7REN04i SILT FENCE 0 TOE OF SLOPE APPLICATION NOT 10 SCALE 2°'x2"x3' t Stoke FLOW t t dies placed on the contour r r 4 • xcovaa a Trench Compocted Backf ill STAKED BALE DETAIL STOCKPtE HAY BALE INSTALLATION 1. Bales shall be placed in a single row, lengthwise, oriented perpendicular to the contour. with ends of adjacent bales tightly 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 sa minimum depth of 4 inches. 3. Each bale shall be securely anchored by at least two (2) stokes. 4. The gaps between bales sholl be wedged with straw to prevent water from escaping between the bales, 5. The barrier shall be extended to such a length that the bottoms of the end boles are higher in elevation than the top of the lowest middle bale to assure that sediment laden run-off will flow either through or over the barrier, but not around it. HAY BALE INSTALLATION 1. Inspection shall be made after each storm event and repair or replacement shall be made promptly os needed. 2. Clean out of accumuloted sediment behind the bales is necessary if 1/2 of the original height of the bales becomes filled in with sediment. ORIGINAL !N MYLA DE BY' C ITZO . W -2 �MNIIMY_DESIGN CRITERIA A. PROPOSED THREE BEDROOM. NO TUBS GREATER THAN 100 GALLONS IN SIZE. B. 1.000 GALLON TWO COMPARTMENT SEPTIC TANK REQUIRED BY CODE AND PROVIDED. C. DESIGN PERCOLATION RATE: < 10.0 MIN./IN. D. MINIMUM LEACHING SYSTEM SPREAD HF NA�r�FF pF : N/A wo. PF ====R N/AMLSS = N/A E. EFFECTIVE LEACHING AREA REQUIRED PER CODE: 495 S.F. c 12 HIGH BY 48 WIDE LEACHING TRENCH FOR PRIMARY LEACHING SYSTEM DESIGN, EFFECTIVE LEACHING AREA PROVIDED PER L.F. PER CODE: 3.0 S.F. MINIMUM LENGTH OF TRENCH REQUIRED: 495 S,F./ 10 S.F./L.F.m 165' G. EFFECTNE LEACHING AREA PROVIDED: 2-82.5' LONG 48" WIDE LEACHING TRENCHES, 2 X 82.5' X 3.0 S.F./L.F. = 495.S.F. H. 100% RESERVE AREA REQUIRED AND PROVIDEiD. EFFECTIVE LEACHING AREA PROVIDED: 2-82.5' LONG 48" WIDE LEACHING TRENCHES, 2 X 82,5' X 3.0 S.F./L.F. a 495,S.F. APPROVED BY THE TOWN OF MONTVILLE INLAND WETLANDS COMMISSION CHAIRMAN DATE DETAU S & NOTES SHEET -087 IAT -021 I . SUBD-M-SION OW Q ABED FOR ROBERT G. M'E'"R & =0 0 0 D____E L MEv.Lw,,,R 0 55 R=WS (ROAD MEBE q4tN )IONTVI= CONNECTICUTN SCALS NTS NOVEMBER 2009 SHEET 3 OF 3 M �--- , Received for Recvrct It Monte. GT On 01125=1 i At 11:48:34 em till 1111111 1