The URL can be used to link to this page

Home My WebLink AboutLot Layout Site PlanS 81*29'04" E 25.00'--,, f I 05 MAP -45 N/F TOWN OF M VOL. 110/ 2,135 SQ.FT. TO BE CONVEYED TO THE TOWN OF MONTVILLE FOR HIGHWAY PURPOSES, S 01" /-9. 9q0'41 W S 47*42*43" W 11.64' S 48038'18" W 88.34' S 50'0541 W 90.23' < S 48-44'09" W P 7 2.6 6 N 49*28'45" E 49'07'29" E 49.29' 15.91 60X_DH IN 49-07'29 W 8.68' N 49*0729" W 40.30' FMAP -37 LOT -21A N/F PAUL E. RYAN MAP -37 LOT -22A VOL.453/PG.357 N/F RESIDENTIAL REHABILITATION LLC MAP -37 LOT -21 B VOL.496/PG.39 N/F ROBERT F. KOLODZIEJ VOL.481 /PG.1 183 MAP -37 LOT -26 N/F HENRY W. & EVELYN MALI NOWSKY VOL.159/PG.290 P[ -'.R REF. MAP -1 SOILS L E G E N D CdC CANTON AND CHARLTON EXTREMELY STONY FINE SANDY LOAM 8-15% SLOPE CcC CANTON AND CHARLTON VERY STONY FINE SANDY LOAMS 8-15% SLOPE Sf SCARBORO MUCKY FINE SANDY LOAM Level, very poorly drained soil 0-3% slope. Rn RIDGEBURY, LEICESTER, AND WHITMAN Extremely stony fine sandy looms This soil is [level sloping and very poorly drained 0-3% slope. N/I CONN. LIGHT & POWER CO. VOL. 1 49/PG. 108 REFERENCE YA 1. "PROPERTY SURVEY LOTS 21121E & 22A PROPERTIES OF ROGER J, VIE' S & ROGER VIENS, JR. FELLOWS ROAD MONTVILLE, CONNECTICUT 1 "= 100' JANUARY 1998 #1542 2. "SUBDIVISION OF LAND OWNED BY A. FERDMAN AND J.LEVIN TO BE DEVELOPED BY MONTVILLE, CONN TO BE DEVELOPMENT CORP. P.O, BOX 120 OAKDALE, CONN. 80 0 80 160 240 Feet THE WETLANDS SOIL BOUNDARIES AS SHOWN ON THIS PLAN WERE DELINEATED BY ME IN THE FIELD, AND THOSE WETLAND BOUNDARIES AS SHOWN ON THIS PLAN SUBSTANTIALLY REPRESENT THAT DELINEATION. JOESUPH THEROUX SOIL SCIENTIST UTILITY POLE SIGN STONE WALL N/F NOW OR FORMERLY 0 SURVEY MARKER FOUND 0 SURVEY MARKER SET W ERIC SEITZ LAND SURVEYING, INC. P.O. Box I Se Eft Seitz, L.S., pmsioe�t (W1 37&-n49 ;H & -NJIE THE TOWN OF S,�SEE DETAIL) �P-37 LOT -28 N/F S A. BAILLARGEO OL.264/PG.852 '45" E 29" W 7 LOT -20 U/F Y E. WADE 59//PG.684 23" W 5, 1 -1C :27" W 0 SITE LOCATION 1 )0=2,000 NOT S: 1 This survey has been prepared pursuant to the Regulations of Connecticut State Agencies Sections 20-300b-1 through 20-300b-20 and the "Standards for Surveys and Maps in the State of Connecticut" as adopted by the Connecticut Association of Land Surveyors, Inc. on September 26, 1996; N Survey Type: SUBDIVISION This survey conforms to a Class "A-2" horizontal accuracy Boundary Determination Category: ORIGINAL and DEPENDENT RESURVEY This survey conforms to a Class "T-2 V-3" vertical accuracy Vertical Datum Approximate is NGVD 1929± 2. Land records research completed as of November 2009 3. Field work completed as of 11-30-2009 4. Reference deed for locus parcel VOL.336/PG.823. 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. 9. TOTAL AREA OF THE SUBDIVISION IS 31.25±ACRES. 10. THE TIME LIMIT FOR COMPLETION OF ALL WORK RELATED TO THE SUBDIVISION SHALL 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, 12, THE OWNER AT THE TIME OF CONSTRUCTION WILL BE RESPONSIBLE FOR MAINTAINING THE ENVIRONMENTAL INTEGRITY OF THE LAND. THE OWNER OF EACH LOT WILL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL MEASURES AFTER CONSTRUCTION IS COMPLETED. 13. PROPERTY' LINE GEOMETRY CLOSURES COMPUTED 12-3-2009 14. This survey is based exclusively on accepted standards of surveying practice and does not express any opinion regarding the existence or validity of any unrecorded and/or disputed rights that may result from adverse possession, adverse use, prescription, abandonment, implication, necessity, estoppel, or any other principles of low or judicial interpretation 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, the inclusion or omission in this survey of any reference, description, landmark, structure, object, or other physical feature should not be construed as on opinion of the legal significance or insignificance of any such reference, description, landmark, structure, object, or other physical feature. 15. OPEN SPACE REQUIREMENTS PER SECTION 8-25 OF THE CT, STATE STATUTES SHALL NOT APPLY IN THE TRANSFER OF LOT -2 TO SON (PARENTS) PER SAID STATUTE. S 77*56'33" W 58.35' APPROVED BY THE INLAND WETLANDS AND WATERCOURSES COMMISSION ON OF Oa s UJ S E CORP UP1% I L_ CHAIRPERSON OR SECRETARY APPROVED BY THE MONTVILLE PLANNING & ZONING COMMISSION ON n �,IIJ iN 1 L OWNER: ROBERT G.& DIXIE L. VEYER APPLICANT: ROBERT G.& DIXIE L. VEYER 1155 FELLOWS ROAD MONTVILLE CONNECTICUT DATE: CHAIRPERSON OR SECRETARY ALL WORK SHOWN AS PART OF THIS PLAN SHALL BE COMPLETED BY DATE: APPROVED BY THE UNCAS HEALTH DISTRICT ON DATE: ---)y <nowledge a d belief, this map is substantially cl-1--ec" is roted he /eor 2,6 1 ERIC SEAT b n LOT LAYOUT SHEET MAP -037 LOT -021 0 T T T:) T% T'T TT 0 T f% "kT r�i 1. Connecticut Guidelines for Soil Erosion and Sediment Control 2002 (2002 Guidelines). 2. Soil Survey of Now London County Connecticut, U.S.D�\ Soil Conservation Service 1883. 1. Development of the site will be performed by the Contractor, who will be responsible for the installation and maintenance of erosion and oad4rnant oonbo| rneomurmm nsqu|nsd throughout construction, 2. The sedimentation control rnmohpn|srns ohoU nsrno|n in place from start of construction until permanent vegetation has been established. The representative for the Town of Montville will be notified when sediment and erosion control structures are initially in place. Any additional soil 8u erosion control rnaoauroo requested by the Town or its ogent, ohoU be installed immediately. Once the proposed development, seeding and planting have been ommp|wtod, the representative ahoU again be notified to inspect the site, The control measures will not be removed until this inspection is complete. 3. All stripping is to be confined to the |rnmod|qtm construction area. Topsoil ohuU be stockpiled so that a|opam do not exceed 2 to 1. A hay bale sediment bonier is to surround each stockpile and o temporary vegetative cover ohoU be provided. 4. Dust control will be accomplished by spraying with water. The application of oolo|urn chloride is not permitted ooUoomnt to wetland resource oroqa or within 100' of these orwoa. 5. The proposed planting schedule is to be adhered to during the planting of disturbed onsos throughout the proposed construction site. 6, Plnu| stabilization of the site is to follow the procedures outlined in "Permanent Vegetative Oovaf. |f necessary o temporary vegetative cover is to be provided until o permanent cover can be applied. 1. Dig o 6" deep trench on the uphill side of the bonier location. 2. Position the poste on the downhill side of the border and drive the posts 1.5 fent into the ground. 3. Loy the bottom 8~ of the fabric in the trench to prevent undermining and bonkf||i 4. Inspect and napu|r border after heavy rainfall. 5. Inspections will be rnndo at least once per week and within 24 hours of the end of o storm with u rainfall amount of 0.5 inch or greater to determine maintenance needs. G. Sediment deposits are to be removed when they reach u height of 1 foot behind the barrier or half the height of the barrier and are to be deposited in an area which is not regulated by the inland wetlands commission. 7. Replace or repair the fence within 24 hours of observed failure. Failure of the fence has occurred when sediment foUa to be retained by the fence because: - the fence has been overtopped, undercut or bypassed by runoff water, - the fence has been moved out of position (knocked over), or - the geotmxtUn has decomposed or been damaged. 1. Bales shall be placed as shown on the plans with the endo of the bo|oe tightly abutting each other. 2. Each bo\m ahoU be securely anchored with at least 2 stakes and gaps between bo|am ahoU be wedged with straw to prevent water from passing between the bales. J. Inspect bales at least once per week and within 24 hours of the end of o storm with u rainfall amount of 0.5 inches or greater to determine maintenance needs. 4. Remove sediment behind the bo|am when it noouhoa half the height of the bo|o and deposit 'in on area which is not regulated by the Inland VVnt|onda Oornrn|oa|on. 5. Replace o, repair the barrier within 24 hours of observed failure. Failure of the bonier has occurred when sediment foUa to be retained by the border because: - the border has been overtopped, undercut or bypassed by runoff water, - the barrier has been moved out of position, or - the hay bales have deteriuroted or been damaged. COVES; - SEED SELECTION Gross species ohoU be appropriate for the season and site nono|t|ono. Appropriate species are outlined in Figure T3-2 in the 2002 Qu|dm|7nme. TIMING CONS|DERK[|ONS Seed with a temporary emod 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 |eaa than 1 year. SITE PREPARATION |nntoU needed erosion oontrol measures such as d|vonaiono, grade stabilization otruoturee, sediment basins and groomed waterways. Grade according to plans and oUuw for the use of appropriate equipment for seedbed pmaponztion, omed|ng, rnu|oh oppUcotion, and mulch anchoring. SEEDBED PREPARATION Loosen the soil to o depth of 3-4 inches with o slightly roughened surface. If the area has been recently loosened or disturbed, no further roughening is required. Soil preparation can be accomplished by b-ooWng with o buUdozer, d[aoing, harrowing, k{ g or dragging with o section of chain link fence. Avoid excessive compaction of the surface by equipment traveling book and forth over the surface. If the slope is trocked, the cleat rnorko 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 oritioo|, fertilizer may be applied at the roto of JOO pounds per acre or 7.5 pounds per 1.000 square feet of 10-10-10 or equivalent. Additionally, lime may be applied using rates given in Figura TG -1 in the 2002 Guidelines. SEEDING Apply seed uniformly by hand cyclone seeder, drU|, cu|ti okar typo seeder or hydrpseoder at o minimum rota for the oa|aoted species. |nonaooa seeding rates by 107Q when hydrogeeding. MULCHING Temporary aoedinge mode during optimum seeding dates ahoU be rnu|ohod according to the recommendations in the 2002 Guidelines, When seeding outside of the recommended dates, increase the application of mulch to provide B5Zq=l_U79 coverage. MAINTENANCE Inspect seeded area at least once o week and within 24 hours of the end of o storm with o poinfo|| amount of 0.5 inch or greater for seed and mulch movement and rill erosion. Where seed has moved or where soil erosion has ncourrad, deter -mine the oouno of the foi|ure. Repair eroded areas and install additional controls if required to prevent reoccurrence of erosion. Continue inspections until the grasses are firmly established. Grasses oho|| not be considered established unti| o ground cover is uoh|avad which is mature anough to control su|| erosion and to survive omvoro �eother conditions (approximately 80% vegetative cover`. PERMANENT VEGETATIVE COVER: Refer to Permanent Seeding Measure /n the 2002 Guidelines for specific uppJootione and details related to the installation and maintenance of o permanent vegetative cover. In general, the following sequence of operations mhoU apply: 1. Topsoil will be replaced unoo the excavation and grading has been completed. Topsoil will be spreoo ot o minimum compacted depth of 4". 2. Once the topsoil has been spread, all stones 2" or larger in any dimension will be removed os *o|\ as debris. 5. Apply agricultural ground limestone at o roto of 2 tons per acre or 100 lbs. per 1000 o.f. Apply 10-10-10 fertilizer or equivalent at o rote of 300 lbs. per ooro or 7.5 lbs. per 1000 o.f. Work lime and fertilizer into the soil to o depth of 4" 4. Inspect seedbed before seeding. if traffic has compacted the sd|, roUU compacted areas. 5, Apply the ohmomn gross momd mix. The recommended seeding dotes are: April 1 to June 15 & August 15 - October 1. 6. Following seeding, firm seedbed with u roller. Mulch immediately following seeding, If o permanent vegetative stand cannot be established by September JO, apply a temporary cover on the topsoil such as netting, mot or organic mulch. PROJECT DESCRIPTION PROPOSED ONE THREE BEDROOM HOUSE TO BE CONSTRUCTED ON A 21 ACRE LOT' WITH ON SITE SEPTIC SYSTEM AND WELL. AREA TO BE DISTURBED IS APPROXIMATELY 1/4 OF AN ACRE. 1. Rug the Undtm of disturbance on schedule preoonatruotion meeting with Town of Montville Planning Department. 2. Cut trees within the defined clearing Unnita and nmnnnve the cut wood. 3. |notoU perimeter erosion and sedimentation controls /n accordance with the site development plan. 4. Chip brush and o|osM, stockpile chips for use on site or remove off site. 5. Excavate area of proposed driveway. O. Remove tree stumps and dispose of at on approved d|apuoo| site. A|tmrnat|vm|y, stumps may be chipped in p|000. No stumps ehoU be buried on site. 7. Strip and stockpile organic material that is within the footprint of the drive. Surround stockpile with silt fence or staked hoybo|mm' and 000y temporary seeding in accordance with rmoornrnmndad rn|wturmo. Divert runoff around the perimeter of the stockpile. 8. Make all required cuts and fills. Establish the mubgrodm for the driveway as required and lngto|| additional erosion controls as necessary. Q. Inspect perimeter erosion and sedimentation controls weekly and after rain events in oxomsa of 0.5". Repair any damaged controls and provide odd|t|nno| erosion control devices as necessary to address areas of concentrated runoff that may develop as o result of the construction activities. The contractor shall review discharge conditions with the design engineer or the Town of Montville prior to installing additional erosion controls. Apply water as necessary for dust control, 10. Prepare sub -base for driveway 8o install top course. 11. Place topsoil where required and apply seed and rnu|oh 12. Remove and dispose of all silt fence and hay bo|oo after o}\ ormnm have been stabilized to the satisfaction of the Town of Montville. RESPONSIBLE PARTY FOR E&S MAINTENANCE., ROBERT Q.8u DIXIE L. MEYER 55 FELLOWS ROAD MDNTNLLE CONNECTICUT contains o wide variety of native seeds that are suitable for most wetland restoration sites that are not permanently inundated. All species are best suited to rnn|ot disturbed ground as found in most *et rnmodo*o, scrub shrub, or forested wetland restoration areas. This mix is well suited for detention basin bordera, and the bottom of detention basins not generally under standing water. If planted during the fo|| rnnntho, the seed rn|x will germinate the following spring. During the first season of growth' omvoro| species will produce seeds, while other species will produce seeds after the second growing season. This rn{x is composed of the wetland $pmo|ee most Uho|y to grow in cnnutstored wetlands and should produce more than 75% ground cover in two full growing smmoono. dLg;T�a wetland seeds |n this rnlx can be hand sown, used with o hand-held spreader, o/ hydro -seeded on large or hard to reach m|bmn, as long as there is no permanent snow ouvmr' Lightly rake to ensure proper soil -seed contact. Seeding can take place on frozen aoU, as the frmezing, thawing weather of late fall and winterlate U| work the d into the U If spring conditions are drier than usuo|, watering may be required. If planting during the ounnrnmr rnonrms, watering may be required for at |ooat 2-3 weeks after planting to ensure germination. Anon -invasive annual such as winter rye may be added to the nn|x to obtain soil stabilization cover in the fall. Do not odd annual rye os' Kentucky Bluegrass or perennial ryegroos as these species are very aggressive and they will inhibit the growth of the wetland mmmda. A light nnu|oh of m|eon' weed free straw is rmoornrnnndod. Application R!gte: 1 LB/2500 SQ. FT. /17.5 LBS/ACRE as a wet rnmodo* ammdlng\ Fox Sedge /�unmx vu|pino|deo), Bearded Sedge (Carex oorn000). Lurid Corex |ur|do\,' Soft Rush /Juncuo mffuouo\. Gross -leaved Goldenrod (Euthnrn|o gro'' inlo|io), Boneu/t /Eupotor|urn perfo||oturn\, Hop Sedge (Carex lupu|ino\, 8|um Vervain (Verbena hoato'o)' Nodding Sedge (Corex gynondra)' Green Bulrush /Sc|rpus otrov|ran 1. Sensitive Fern /Onoc|oo menm|bUla\. Blue Flag |r|e (Iris vena|oo|or). YVoo|gross /So|rpua cypwMnua\, Spotted Jo* Pvo weed Eupotodurn rnoou|otunn)' Swamp Milkweed /Aso|eplom |/oornoto\' Monkey Flower /Mlrnu|ua ringmna\. Soft -Stem Bulrush (Shoenop|eotus tobernoornonton{) (ax- S. voUdua)' Hordatern Bulrush (Sohoonop{ectua ucutue) (ex-8c7rpuo uuut.a)` Nodding Bur Marigold (B|dmns cernuu). FIct-top Aster (Aster umbellatus). Uncas Health District SITE INVESTIGATION FOR SUBSURFACE SEWAGE DISPOSAL Owner: Bob Meyer Location: 55 Fellows Road, 1 lot subdivision DATE: 11-2¢-09 (Record All Test Holes) CCwnrnents: Groundwater Table: (Near max, below max, etc.)Below max Percolation Test Data Date. 11-24-09 Less than 10 min/inQh /rnininnurn\ round and shall be of sound quality hardwood. Steel est Devth: 48* di Depth: P ak time: 10:00 am wire t|mo 8-28" Brown fine sandy 11-25" Brown fine 10-27* Brown fine Time barri sandy loam sandy loam Time 28-68* Light brown 25-72' Light brown 27-73" Light brown 1:53 sand and gravel sand and gravel sand and gravel 4. Silt Fence sho|| be inspected after each rainfall event and rnalntoined vvhman Mottling: 37" Mottling: Mottling: Mottling: --- 19 EY) 38-108° SIREY BROWN MEDIUM SANDY QR/VEL Ledge* Ledge: Ledge: Ledge: Roots: Roots, I Roots: Roots: Restdctive: Restrictive: Restrictive: --l-kestdctive: CCwnrnents: Groundwater Table: (Near max, below max, etc.)Below max Percolation Test Data Date. 11-24-09 4" OF " PROCESSED TR4P ROCK AS DEFINED IN "STATE 0cCONNECTICUT STANDARD SPECIFICATIONS FOR BRIDGES AND INCIDENTAL CONSTRY&II0N" FORM 8/4A OR b47ES7REWSION. m 8" PROCESSED GRAVEL PREPARED SUBGRADE GRAVEL ��|�� 8�|~T�J ��|�r�� /�� vv|�^ � U�� T�� || ��; |��~�� TRAP ^�� /��/��NOT TO SCALE SILT ��J��C� ��/��/ FENCENOTTO SCALE |1 FLOVY FLOW PERSPECTIVE VIEW TOP VIEW POSTS SECTION A 36" MINIMUM LENGTH FENCE POST, DRIVEN A MINIMUM OF 18" |INTD GROUND 16 it M|N|k4Uk4 HEIGHT OF GEOTEXT|LE CLASS F l 8" MINIMUM DEPTH IN J GROUND 36" M|W|k4Uk4 FEN[|E POST LENGTH - FI LTER CLOTH FENCE POST RBED MINIMUM 20 �gt FLOW GROUND GROUND EMBED GEOTEXT|LE CLASS F -'-° A MINIMUM OF 8" VERTICALLY FENCE POST DRIVEN A INTO THE GROUND -~-[ | | MINIMUM OF 16" INTO STAP LE STAPLE"0 ]O|KJ|�J[� TWO ADJACENT ��|( -F _ ��K](�� [`T|��K]c� . `_. ` ^' `_ SECTIONS = " . ` `� Construction Specifications \/ V _� �_.THE r3ROUND CROSS SECTION STANDARD 'S)YMBOL SF 1. Fence posts oho|| be o rn|nirnurn of 36" long driven 16" nn|n|rnurn lr-to tho Less than 10 min/inQh /rnininnurn\ round and shall be of sound quality hardwood. Steel posts .v'|| be Devth: 48* di Depth: P ak time: 10:00 am wire t|mo or etoples at top and mid-section and shall meet the following Time Reading Time Reading -Presoak: Time Reading Time Reading 1:29 101, 1:53 181/2x fo|ded and stapled to prevent sediment bypass. A. 4. Silt Fence sho|| be inspected after each rainfall event and rnalntoined vvhman Ibu|ges occur or when sediment accumulation reoohmd 50% of the 1:32 11 yall 1:57 19 EY) 38-108° SIREY BROWN MEDIUM SANDY QR/VEL 1:40 13 14M 1,000 GALLON TWO COMPARTMENT SEPTIC TANK NO MOTTL|NG BY CODE AND PROVIDED. WATER @ 92" 1:46 164 0-12" TCP3O|L O. MINIMUM LEACHING SYSTEM SPREAD 12-36" Ll0:HT BRO\NN FINE SANDY LOAM 36 -108,,n 6 -108^n REY BROWN WED|UKA SAND 8o {;R/VEL NO LEDGE 4" OF " PROCESSED TR4P ROCK AS DEFINED IN "STATE 0cCONNECTICUT STANDARD SPECIFICATIONS FOR BRIDGES AND INCIDENTAL CONSTRY&II0N" FORM 8/4A OR b47ES7REWSION. m 8" PROCESSED GRAVEL PREPARED SUBGRADE GRAVEL ��|�� 8�|~T�J ��|�r�� /�� vv|�^ � U�� T�� || ��; |��~�� TRAP ^�� /��/��NOT TO SCALE SILT ��J��C� ��/��/ FENCENOTTO SCALE |1 FLOVY FLOW PERSPECTIVE VIEW TOP VIEW POSTS SECTION A 36" MINIMUM LENGTH FENCE POST, DRIVEN A MINIMUM OF 18" |INTD GROUND 16 it M|N|k4Uk4 HEIGHT OF GEOTEXT|LE CLASS F l 8" MINIMUM DEPTH IN J GROUND 36" M|W|k4Uk4 FEN[|E POST LENGTH - FI LTER CLOTH FENCE POST RBED MINIMUM 20 �gt FLOW GROUND GROUND EMBED GEOTEXT|LE CLASS F -'-° A MINIMUM OF 8" VERTICALLY FENCE POST DRIVEN A INTO THE GROUND -~-[ | | MINIMUM OF 16" INTO STAP LE STAPLE"0 ]O|KJ|�J[� TWO ADJACENT ��|( -F _ ��K](�� [`T|��K]c� . `_. ` ^' `_ SECTIONS = " . ` `� Construction Specifications \/ V _� �_.THE r3ROUND CROSS SECTION STANDARD 'S)YMBOL SF 1. Fence posts oho|| be o rn|nirnurn of 36" long driven 16" nn|n|rnurn lr-to tho ground. Wood posts aho|| be 11/2" x 11/2° square /rn|n|rnurn\ cut, or 13//4" diameter /rnininnurn\ round and shall be of sound quality hardwood. Steel posts .v'|| be stondor(d T or LJ section weighting not lees than 1.{}{} pond per \|necr fcot. 2. Gec>texti|e shall be fastened securely to each fence post with wire t|mo or etoples at top and mid-section and shall meet the following requirements for Gemtext'i|e Class F: ��' UNAVEL Tensile Strength 50 lbs/in (min.) Test: MSMT 509 Tensile Modulus 20 Ibs/in /rn7n.\ Test: k4SMT 509 Flow Rote 0.3 gal ft' / minute (max.) Test: MSk4T -7 22 2 Filtering Efficiency 75% (min.) Test: MSMT Z.�2 3. Where endo of geotext|}e fabric come together, they shall be over|co--ed, fo|ded and stapled to prevent sediment bypass. A. 4. Silt Fence sho|| be inspected after each rainfall event and rnalntoined vvhman Ibu|ges occur or when sediment accumulation reoohmd 50% of the fabric helight. TEST PITOBSERvAT`Ow 1-13-1987 TEST P[T6 0-10" TOPSOIL APPROVED BY THE TOWN OF 10-24° []�HT BROWN FINE SANDY LOAM / 24-104" GREY B� MED-FINE ��-F|�E SAND ��' UNAVEL NO LEDGE NO MOTTLING SANITARY DESIGN CEITEEIA WATER @ 92" TEST PIT #7 A. PROPOSED THREE BEDROOM. NO TUBS �REATER 0-12" TDpS{]|L GALLONS IN SIZE. 12-36° �� HT BROYYW FINE BANDY LOAM EY) 38-108° SIREY BROWN MEDIUM SANDY QR/VEL WD LEDGE B. 1,000 GALLON TWO COMPARTMENT SEPTIC TANK NO MOTTL|NG BY CODE AND PROVIDED. WATER @ 92" C. T�ST PIT 08 0-12" TCP3O|L O. MINIMUM LEACHING SYSTEM SPREAD 12-36" Ll0:HT BRO\NN FINE SANDY LOAM 36 -108,,n 6 -108^n REY BROWN WED|UKA SAND 8o {;R/VEL NO LEDGE YOTTL|NG 94B" 'NATER @ 86" PF = N/A PERCOLATICI"l RATE: 6-10 YIN./GAL 1.5"x1.5"x42" STAKE DRIVEN ON DOWNSLOPE SIDE OF TRENCH EXTEND 8" OF SILTFENCE BELOW ANGLE STAKE 2^ - 20y UPSLOPE SET STAKE 12^ MINIMUM INTO GRADE STAKED HAYBALES MAY BE SUBSTITUTED FOR SILT FENCE SILT FENCE L0CATED 5-10' FROM TOE OF SLOPE STOCKPILE EXISTING _^�' .. | BACKRLLED TRENCH SUBCRAOE SILT FENCE @ TOE OF SLOPE APPLICATION NOT TO SCALE 2"x2"x3' Stake FLOW 1�i� Bales placed on the contour Compacted Backfill STAKE«�T7�L�C�� J�� BALE F�[��| D HAY �n~�� ~|��NOT TO SCALE ��^� BALE INSTALLATION / /r� / �^r��.�� //�� +��a�r�� n 1. Bales ohoU be p|oomd in o single novv' |mngthvvioe, oriented perpendicular to the contour, with ends of ad'ocent bales tightly abutting one another. 2. Bales ohoU be entrenched and backfilled. A trench shall be excavated the width of o bole and the length of the proposed barrier to o rnlnirnUrn depth of 4 inches. 3. Each bale ahoU be securely anchored h» at least two /2\ stakes. ^ 4. The gaps between bales ehoU be wedged with straw to prevent water from escaping between the balms. 5. The barrier shall be extended to such a length that the bottoms of the end bales are higher in elevation than the fop of the lowest middle bale to assure that sediment laden run-off will flow either through or over the borrior, but not around it. m\13ALE INSTALLATION 1. Inspection ahoU be rnodm after each o[orrn event c,nd repair or replacement shall be made promptly as needed. 2. C|ecn out of accumulated sediment behind the bales is necessary if 1/2 of the original height of the boles becomes filled in with sediment. APPROVED BY THE TOWN OF MONTVILLE INLAND WETLANDS COMMISSION LOT - SANITARY DESIGN CEITEEIA A. PROPOSED THREE BEDROOM. NO TUBS �REATER TI- -AN 100 GALLONS IN SIZE. CHAIRMAN DATE B. 1,000 GALLON TWO COMPARTMENT SEPTIC TANK RE�U|RED BY CODE AND PROVIDED. C. DESIGN PERCOLATION RATE: < 10.0 YIN./|N. O. MINIMUM LEACHING SYSTEM SPREAD HF = N/A FF = N/A DETAILS & NOTES SHEET PF = N/A MAP -037 LOT -021 MLSS = N/A SUBDIVISION E. EFFECTIVE LEACHING AREA REQUIRED PER CODE: 495 B.F. PREPARED FOR 12" HIGH BY 48" WIDE L�/�� T��N�H F{}� � �Y�T�k4 ��|�N. �R|��\RY �� J��l�N ��L�A��N� ROBER'RT G. ]�� ]� �� EFFECTIVE LEACHING AREA PROVIDED PER L.F. PER CODE: Z.0 S;. F, -- MINIk4UM LENGTH OF TRENCH REQUIRED: 495 S.F./ 3'0 S.:* ./!_,1F.= 1 65' DIXIE L. MEYPE11"t G. EFFECTIVE LEACHING AREA PROVIDED: 55 FELLOWS ROAD 2-82.5' LONG 48" WIDE LEACHING TRENCHES, 2 X 82.5^ X 3.0 S.F./L.F. 495.B.F. M{]NTVTLLE CONNECTICUT H. 100% RESERVE AREA REQUIRED AND PROVIDED. SCALE NTS NOVEMBER 2009 EFFECTIVE LEACHING AREA PROVIDED:SHEET 3 OF 3 2-82.5' [{}NG 48" WIDE LEACHING TRENCHES' 2 X 82.5" 495.S.F. LRQa1Q!j. AND SEDIMENT CONTIRO.L REFLRENQL !s MADE TO, --- 1 Connecticut Guidelines for Soil Erosion and Sedirnent. Control 2002 (2002 Guidelines"P, 2. Soil Survey of New London County Connecticut, U.S.U-,A. Soil Conservation Service 1987), DUEL-QPMENT QQNTRQLPLAN Development of the site will be performed by the Contractor, who will be responsible for the installation and maintenance of erosion and sediment control measures required throughout construction, 2. The sedimentation control mechanisms shall remain in place from start of construction until permanent vegetation has been established. The representative for the Town of Montville will be notified when sediment and erosion control structures are init;aliy in place. Any additional soil & erosion control measures requested, by the ToW,,1 or its agent, shall be instolled immediately. Once the proposed development, seeding and pliorting have been compieted, the representative shall again be notified to inspect the site, The control measures will not be removed until this inspection is complete, 3. All stripping is to be confined to the immediate construction area. Topsoil shall be stockpiled so that slopes do not exceed 2 to 1. A hay bale sediment barrier is to surround each stockpile and a temporary vegetative cover shall be provided, 4, Dust control will be accomplished 4y spraying with water, The application of calcium chloride is not permitted adjacent to wetland resource areas or within 100' of these areas, 5. The proposed planting schedule is to be adhered to during the planting of disturbed areas throughout the proposed construction site, 6. Final stabilization of the site is to follow the procedures outlined in "Permanent Vegetative Cover", If necessary a temporary vegetative cover is to be provided until a permanent cover can be apphed. �ILT FENCE INSTALLATIQN � LQ_MAlNTENAtj'Q17 1, Dig a 6" deep trench on the uphill side of the barrier location. 2. Position the posts on the downhill side of the barrier and drive the posts 1.5 feet into the ground. 3. Lay, the bottorn 6" of the fabric In the trench to prevent undermining and backfill. 4. Inspect and repair barrier after heavy rainfall. 5. Inspections will be made at least once per week and within 24 hours of the end of a stormwith a roinfaH arnount of 0,5 inch or greater to determine maintenance needs. 6. Sediment deposits are to be removed when they reach a height of 1 foot behind the barrier or half the height of the barrier and are to be deposited in an area which is not regulated by the iniond weticrids cornm,,ssion. 7. Replace or repair the fence withir. 24 hours of observed failure, Fadure 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 moved out of position (knocked over), or the geotextile has decomposed or been damaged. lN5J6L.LJLQ_N ANDMAIN!LL -QAAN L- 1. Bales shall be placed as shown on the plans with "he ends of the bales tightly abutting ea -ch other. 2, Each, bale shall be securely 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 end, of a storrn with o roinfail ornount of 0.5 inches or, greater to determine maintenance needs. 4. Remove sediment behind the bales when it reaches half the height of the bole 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. Foilure of the barrier has occurred when sediment fails to be retained by the barrier because: the barrier has been overtopped, undercut or bypassed by runoff water, the barrier has been moved out of position, or the hay bales have deteriorated or been damaged. TEMEDEARY SEED SELECTION Gross species shall be appropriate for the sea -son and site conditions. Appropriate species are outlined in Figure TS -2 in the 2002 Guidelines, TIMING CONSIDERATIONS Seed with, a temporary seed 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 lnstall needed erosion control measures such as diversions, grade stabilization structures, sediment basins and grossed waterways. Grade according to plans and allow for 111 -ie iise of appropriate equipment for seedbed preparation, seeding, mull -lin 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 been recently loosened or disturbed, no further roughening is required. Soil preparation can be accomplished by 'racking with a bulldozer, discing, harrowing, raking or dragging with a section of chain link fence. Avoid excessive compaction of the surface by equipment 'traveIing back and forth over the surface. If the slope is tracked, the cleat marks shaH 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 1,0001 square feet of 10-10-10 or equivalent. Additionally, lime may be applied using rates given in Figure TS -1 in the 2002 Guidelines. SEEDING Apply seed uniformly by hand cyclone, seeder, drill, cuitipocker type seeder or hydroseeder at a rnlin,"rrurn rate for the selected species, increase seeding rates by 107 wh?,12 hvdroseedina. MULCHING Temporary seedings made during opUrnum seeding dates shall be mulched according to the recommendations in the 2002 Guidelines. When seeding outside of the recommended dotes, increase the application of mulch to provide 957 -ID 9_ _Q% coverage. MAINTENANCE inspect seeded area at least once a week, =and within 24 hours of the end of a storm with a rainfah 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 fo{iure. Repcir eroded areas and install additional controls if required to prevent reoccurrence of erosion. Continue inspections until the grasses are firmly established. Grasses shall not be considered established until a ground cover is achieved which is rnature enough to control soil erosion and to survive severe weather conditions (approximately 80% vegetative cover), PERMANENT VEGETATIVE COVER: Refer to Permanent Seeding Measure in the 2002 Guidelines for specific applications and details related to the installation and mointenance of a pe,rmcrert vegetative cover. In genera:, the following sequence of operations shall apply: 1. Topsoil will be replaced once the excavation and grading has been completed. Topsail will be spread at a minimum compacted depth of 4". Z. Once the topsoil has been spread, all stories 2" or iar ger in any dimension will be removed as -we[;: as debris. .3. Apply agricultiuroJ ground limestone at a rate of 2 tons per acre or 1100 lbs. per 1000 s.f. Apply 10-10-10 fertilizer or equivalent at a rate of 300 lbs. per acre or 7.5 lbs. per 1GO-0 s.f. Work lime and fertilizer into the soil to a depth of 4" 4, Inspect seedbed before seeding, if troffic has compacted the soil, retil; compacted areas. 5. Apply the chosen grass seed r -nix. The recommended seeding dates are: April 1 t. -V June 15 & August 5 - October 1. 6. Following seeding, firm seedbed with a railer. Mulch immediately fo0c.wmg seeding. if a permoner-t vegetative stand cannot be established by September 30, apply a ternporcry cover on the topsoil such as netting, mat or orgonic mulch, PROJECT DESCRIPTION PROPOSED ONE THREE BEDROOM HOUSE TO BE CONSTRUCTED ON A 21 ACRE LOT, 'WITH ON SITE SEPTIC SYSTEM AND WELL. AREA TO BE DISTURBED IS APPROXIMATELY 1/4 OF AN ACRE, �EVLLQPM ENT SCI LE/SEQUENCE OF OPEEATL QNS- Flari, the limits of disturbance on schedule preconstruction meeting with Town of Montville Pfonni ing Department. 2, Cut trees within the defined clearing limits and remove the cut, wood. 3. I:nstall perimeter erosion and sedimentation controls in accordance with the site development plan. 4, Chip brush and slash, stockpile chips for use on site 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 r) place. No stumps shall be buried on site. 7, Strip and stockpile organic material that is within the footprint of the drive. Surround stockpile with silt fence or staked haybales, and apply temporary seeding in cccordance with, recornmended miytures. Divert runoff around the perimeter of the stockpile. B. Make all required cuts and fills. Establish the subgrade for the driveway as required and install additional erosion controls as necessary. 9. Inspect perimeter erosion and sedimentation controls weekly and after rain events in excess of 0.5". Repair any damaged controls and provide additional erosion control devices as necesscry to address areas of concentrated runoff that may develop as a result of the construction activities_ The contractor shall review discharge conditions with the design engineer or the Town of Montville prior to installing additional erosion controls, Apply water as necessary for dust control, 10. Prepare sub -base for drivewcy & instali top course. 11.. Place topsoil where required and apply seed and mulch 12. Remove and dispose of all silt fence and hay bales after all areas hove beer, stabilize�a to the satisfaction of the Town of Montville. RESfFIONSIBLE PARTY FOR E&S MAINTENANCE: ROBERT IG',& DIXIE L. MEYER 5 c', LLOWS ROAD 11 r_ M1,-,)'NT%/ILL1L7_ CONNECTICUT New Errland-Wetmix (Wetland Seed Mix) YV_e_tL,a_r_idSerf _Mix contains a wide variety of native seeds that ore suitable for most wetland restoration sites that are not permanently inundated. All species are best suited to moist disturbed ground as found in most wet meadows, scrub Shrub, or forested wetland restoration arecs, 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 months, the seed mix will germinate the following spring, During the first season of growth, several species will produce seeds, while other species will produce seeds after the second growing season. This mix is cornposed of the wetland species most likely to grow in created/restored wetlands and should produce more than 757 ground cover in two full growing seasons. ",,n� The wetland seeds in this rnix can be hand sown, used with a hand-held spreader, or hydro -seeded on large or hard to recch sites, as long os there is no permanent snow cover. Lightly rake to ensure proper soil -seed contact. Seeding can take place on frozen soil, as the freezing, throwing weather of late fall and late winter will work the seed into the soil. If spring conditions are drier than usuc;l, watering may be required. If planting during the summer months, watering ricy be required for at least 2-3 weeks after planting to ensure germinction. Anon -invasive annual such os winter rye may be added to the mix to obtain soil stabilization cover in the fail. Do not add annual ryegross, Kentucky Bluegrass or perennial ryegrass os these species are very aggressive and they will inhibit the growth of the wetland seeds. A light mulch of Clean, weed free straw is recornmerided. Aoalicgtion Rate- I LB/2500 SQ. F7. (17.5 LBS/ACRE as a wet meadow seeding) QeCies. Fox Sedge (Corex vulpinoidea), Bearded Sedge (Carex comosa), Lurid Sedge (Carex lurida), Soft Rush (01uncus effuses), Grass -leaved Goldenrod (Eutharnia grarninifolia), Boneset (Eupatoriurn perfoliatum), Hop Sedge (Carex lupulifna), Blue Vervain (Verbena hostata), Nodding Sedge (Carex gynandra), Green Bulrush (Scirpus atrovirens), Sensitive Fern (Onoclea sensibilis), Blue Flog Iris (Iris versicolor), Woolqrass (Scirpus cyperinus), Spotted Joe Pye weed (Eupatorium MCCUlatUM)" Swornp Milkweed {Asclepias i&ncarncta), Monkey Flower (Mimulus ringens), Soft -Stem Bulrush (Shoenoplectus tabernoernontani) (ex- S, validus), Hardstern Bulrush (Sc;1-ioenoplectus coutus) (ex-Scirpus acutus), Nodding Bur Marigold (Bidens cernuo), Rat -top Aster (Aster unribellatus), Unicas Health District SrM INVESTIGATION FOR SUBSURFACE SEWAGE DISPOSAL Owner., Bob Meyer Location- 55 Fellows Road, I tot subdivision Dg ,Jest Hole P#U1§20 P11cr1pti2U§ DATE: 11-24-09 (Re=d All Test Holes) Test Hole # A Test Hole # 8 Test Hole# C Test Hole # 0-81opsoil 0-1 1 "Topsoil0-10"Topsoil Time Reading 8-28' Brown fine sandy 11-25- Brown firfe 10-27' Brown fine -------------------------------------- Reading i Time loam sandy loam sandy loam 1:53 2868" Light brow 25-72- Light brown 27-73' Light brown 11 1/2 1,57 19 sand and gravell sand and gravel sand and gravel 1-35 Wittift, 37' Mottling: Moftling, Mottling:Mottling:_! GW GWI- GW: 6W Ledge' Ledge- - Ledge: --- Ledge: Roots: Roots Roots: Roots. Restrictive: Restrictive: Restrictive: !.estrictive.- Commits, Ground"ter Tablie: (Near max, below max, etc.) Below max Percolation Test Data Date: 11-24-09 --Pero Pem Rate: Perc # Pare Ratc. th: 48' L De Less then 10 mirVinch Qe Presoak time. 10:00 am _pth: Presoak., Time Reading Time Reading Time -------------------------------------- Reading i Time Reading 1:29 10 0 1:53 18 1/2 PROVIDED. 1:32 11 1/2 1,57 19 TEST PIT # 1-35 0-12 TOPS= O 1; L 12-367P LJ(G' H BROWN 4 14 36-108" BROWN MEDIUM SANDY GRAVEL 1,46 i 18„ NO MOTTLING 49 171W ------- - -- - - - - 4" OF 1-114" PROCESSED TRAP ROCK AiS DEFINED IN "STATE OF CONNECTICOT STANDARD SPECIFICAPONS FOR ROADS, BRIDGES AND INCIOEWAL CONSTRUCTION" FORM 814A OR LATEST REWSION, W 8" PROCESSED GRAVEL PREPARED SUBGWE GRAVEL DRIVE WITH UPROCESSED TRAP ROCK DE-71AML NOT TO SCALE SILT FENCE NOT TO SCALE 110' MAXIMUM CENTER TO CENTER HER UMANn HE H. .119-N M.H.-H! R kir nu M . ....... sura -- - LOW FLOW PERSPP-CTIVE VIEW 36" MINIMUM LENGTH FENCE POST DRIVEN A MINIMUM 01 16" INTI GROUND 16" MINIMUM HEIGHT OF GEOTEXTILE CA -ASS F J 8" MINIMUM DEPTH !N GROUND 36" M I N1 M U M F ENE--__ C`E POST LENGTH Fi 1 TER CLOTH FLOW EMBED GEOTEXTILE CLASS IF - A MINIMUM OF 8" VERTICALLY 0P VIEW T INTO THE GROUND 1 ---------- - ----------- PINS SECC-1 I (D'N A SECTION B STAPLE STAPLE '01NING TWO ADJACENT SILT FENCE SECTIONS Construction Specifications WL'�#RBED FENCE POSTMINIMUM A" --'O" GROUND GROUND FENCE POST DRIVEN A NAHNIMUM OF 156" INTO THE GJ'ROUND (__/R0_',SQ,D SECTION STANDARD SYMBOL SF 1. Fence posts shiclH be a rninimum of 36 long driven 1 6" mt'nJn-)1_A!-n into the ground. Wood posts shall be 1 1/2" x 11/2" square (minimum) cut., or 1,3/4 21 diameter (minimum) round and shcH 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. Geotextile shall be fastened se.-_ureiy to ec(_-h fence post with vv;re ties or staples at top or --d mid-sect:'on and shall meet the following requir-er-nents for Geotextile Class F: Tensile Strength 50 lbs/in (min.) Test MSM T 509 Tensile Modulus 20 lbs/In (min.) Test: MSVT 509 Flow Rate 0.3 gal ft' / minute (max.` Test MSV= 322 Filtering Efficiency 75% (min.) PROVIDED. Test, MSMi 322 3. Where ends of geotextile fabric come together, they shall be overlapped, folded and stapled to prevent sediment bypass. 4 S' --- Bence shall be inspected after each rainfall event rind maintained when (DcCur or when sediment (:Dccumulation reached 50% of the, fabric heigh-t. TEST P1 T OBSERVATION 987 TEST PIT 46 STOCKPILE 0-10" TO-SbM';__ SANITARY DESIGN CRITERIA 10-2Ll(-"7 4" BROWN PINE SANDY LOAM (BONEY) 24-104" (3RL" BROWN MED -FINE SAND GRAVEL NO LEDGE B. 1,000 GALLON TWO COMPARTMENT SEPTIC TANK NO MOTTUN G, BY CODE AND PROVIDED. WATER 0 94 DESIGN PERCOLATION RATE: < 11:0.0 MINJIN. TEST PIT # D. 0-12 TOPS= O 1; L 12-367P LJ(G' H BROWN F;NE SANDY LOAM (BONEY) 36-108" BROWN MEDIUM SANDY GRAVEL NO LEDGE FF N/A NO MOTTLING WATER @ 92 TEST PIT #8 0-1 2" TOPSO! 12- 36)2 T! BROWN FINE SANDY LOAM (BONEY) 36-108 GRE`( BROWN MEDIUM SAND & GRAVEL NO LEGE MOTTLING X48' WATER 0 6 6" PERCOLATION ;=GATE.: 6-10 MIN,/GAL 1.589p1.5"x42" STAKE DRIVEN ON DOWNSLOPE SIDE OF TRENCH EXTEND 8" OF SILIFE NCE BELOW ANGLE STAKE 2* - 20' UPSLOPE SET STAKE 12" MINIMUM INTO GRADE STAKED HAYBALES MAY BE SUBSTITUTED FOR SILT FENCE SILT FENCE L0CA_FED_---"*" 5-10' FROM TOE OF SLOPE EXISTING BACKS ILLED TREN SUBGRADE K I SILT FENCE 0 TOE OF SLOPE APPLICATION ,Aylo 7 TO SLF� - 4 stake FLOW > ,,----Bales piaced on the contcour h 4' Excava ed T, Cornpccted Backfill STAKED HAY BALE ru""ETAI NOT TO SCALE HAY BALE INSTALLATION HAY 1. Bales shall be -wlaced in n, single row, lengthwise, oriented perpendicular to the contour, with ends 0iX adiac�erif bales tightly abutting mg one another 2. Bales sholl be entrenched and backfilled. A trench shall be exca-vated the width of a bale and the length of the proposed barrier to c minimum depth of 4 "Inches, 3. Each bale shall be securely anchored by at least two (2) stake -S, 4, The gaps between boles shall be wedged with straw to prevem vycfrom [rom escaping between the bales, .5, The barrier sha'1 be extended to such (i length that the t)Cittcms of the end bales c1re higher in elevation than the 'Lop of the lowest middle bale, to assure that. sediment laden run-off will flow either til-vough or over the barrier, but not around it. I 2 Oi I R' GINAL INK MYLAr-, MADE BY ERIC SFIT7 HA"T" BA -LE lNSTALLATJON Inspection sshcll be made after each star, -,i z event and repair' or replacement shall be mad. - promptly as needed. Clean out of Glccumus'ated sediment behind the bales is necessary if 11/2 of the original height of the boles becomes filled in with sediment. .0T-2 STOCKPILE SANITARY DESIGN CRITERIA 70' A. PROPOSED THREE BEDROOM, No TUBS GREATER THAN 100 GALLONS !N SIZE, B. 1,000 GALLON TWO COMPARTMENT SEPTIC TANK EXISTING BACKS ILLED TREN SUBGRADE K I SILT FENCE 0 TOE OF SLOPE APPLICATION ,Aylo 7 TO SLF� - 4 stake FLOW > ,,----Bales piaced on the contcour h 4' Excava ed T, Cornpccted Backfill STAKED HAY BALE ru""ETAI NOT TO SCALE HAY BALE INSTALLATION HAY 1. Bales shall be -wlaced in n, single row, lengthwise, oriented perpendicular to the contour, with ends 0iX adiac�erif bales tightly abutting mg one another 2. Bales sholl be entrenched and backfilled. A trench shall be exca-vated the width of a bale and the length of the proposed barrier to c minimum depth of 4 "Inches, 3. Each bale shall be securely anchored by at least two (2) stake -S, 4, The gaps between boles shall be wedged with straw to prevem vycfrom [rom escaping between the bales, .5, The barrier sha'1 be extended to such (i length that the t)Cittcms of the end bales c1re higher in elevation than the 'Lop of the lowest middle bale, to assure that. sediment laden run-off will flow either til-vough or over the barrier, but not around it. I 2 Oi I R' GINAL INK MYLAr-, MADE BY ERIC SFIT7 HA"T" BA -LE lNSTALLATJON Inspection sshcll be made after each star, -,i z event and repair' or replacement shall be mad. - promptly as needed. Clean out of Glccumus'ated sediment behind the bales is necessary if 11/2 of the original height of the boles becomes filled in with sediment. .0T-2 SANITARY DESIGN CRITERIA A. PROPOSED THREE BEDROOM, No TUBS GREATER THAN 100 GALLONS !N SIZE, B. 1,000 GALLON TWO COMPARTMENT SEPTIC TANK REQUIRED BY CODE AND PROVIDED. C. DESIGN PERCOLATION RATE: < 11:0.0 MINJIN. D. MINIMUM LEACHING SYSTEM SPREAD HF N/A 4 FF N/A PF N/A MLSS N/A N E, EFFECTIVE LEACHING AREA REQUIRED PER CODE: 495 S.P- TRE 12" HIGH BY 48" WIDE LEACHING NCH FOR . PRIMARY LEACHING SYSTEM DESIGN. EFFECTIVE LEACHING AREA PROVIDED PER L.F. PER 'CODE: 3,9 S, F. NAINIMUM LENGTH OF TRENCH REQUIRED: 495 /L.F.= 165' G, EFFECTIVE LEACHING AREA PROVIDED: 2-82.5' LONG 48" WIDE LEACHING TRENCHES, 22 X 822-5' X IC 'S.F,/L.F. = 495,S.F, H. 100`0 RESERVE AREA REQUIRED AND PROVOED. EFFECTIVE LEACHING AREA PROVIDED: 2-82.5' LONG 48" WIDE LEACIHING TRENCHES, 2 X 82,5' X 3,0 S.F./LF. = 495.SJF, APPROVED) RY T'HE 'TOWN OF MONTVILLE INLAND WETLANDS COMMISSION CHARYP,DATE DETAILS & NOTES SHEET MAP -037 LOT -021 SUBDIVISION PREPARED FOR ROBERT G. MEYER & DIXIE L. MEYER 55 FELLOWS ROAD MONTVILLE CONNECTICUT SCALE NTS NOVEMBER 2009 :SHEET 7 --- --- ---- - HELT C - #3754 a P ER REF, .......... HELT C #3755 WF1 WF)�� X., LUT OF INLAND WETLANDS 0" -36" OAK INV --34&04 WFI 01 -1 2"PVC /o/ WF6 "AV —348,8 WE7LAND WFlA OV/ WF 15r 011 &P WF38 J1 � LIMIT ... OF INLAND WETLANDS W F2 tK PROPOSED OVERHEAD UTILITIES WF25 WF35 TIb -INV.=3_111 -1 INSTALL STAKED HAYBALES OR F5B WF 8 SILT FENCE P-RiCik TO CONSTRUCTION LEGEND WF30 TILITY POLE + 41 INSTA" STAKED HAYBALES & U P Pf�!OR TO CONSTRUCTIO + 3WE CHMARK SILT FENCE 4� LOAM REBAR SET S! G N FD STOCKP-I�.E- EL.=363.4 + •PROPOSED DRIVEWA, st 0 200, 0( ) ••355 EXISTING CONTOUR -4- T/P 4� \31 1K PERCOLATION HOLE r 6aV 11D PIT 8AI- PR0f> DSET TES] 1RAC 3 ROOM S�l T SE 6 0' F L L1 RONT T/P 8 STAKED HAYBN ES OR FENCE )ARD + I ---- .0 c K, AV WF` OC 0Y + + WF106 25' WETLAND FLAGS �D FOOTING DRAIN Y4 v— V vblz� RD 75, PROPOSED 01 CL&�12387 WE' L ;7� WF�(-; LIMIT Cr` INLAND WU LANDS W' -'l 5 B 44j r. WF15C V WF18C Z --.`-__ _-,.,"_ �,bra , `� - 'a�� 1 1 1� ` r t � `...`'� ! I ,�/P 7 % 40 0 0 r, 8 ` 20 Feet, 4 L i A 0 Riu ) 3 INK MLAR MADE ERIC SEIT7 SITE E DEVELOPMENT SHEET MAP -037 LOT -02-L SUBDIVISION PREPARED FOR ROBERT G. MEYE'"R1 T"%TVTV T I I v Nr v V`11 rny knowledge and be',ef, this mop [s substanticHy 0 -e-* as act -ed h neon. 55 FELLOWS ROAD MONTVILLE CONNECTICUT ERIC SEITZ LAND SURVEYING, INC. Ert Soft, Ls" P-(), B" I" Pr QT 0&361 860 3TS-33$ SCALE 11=40" NOVEMBER 9009 2 7 ERIC SEI onn. ,S. #18856 SHEET Z, OF 860-- -17 ' )--3-149 S 81'29'04" E 25.00°--- , S 2,135 SQ,FT. TO BE CONVEYED To THE TOWN OF MONTVILLE F©R HIGHWAY PURPOSES Df MAP -45 N//F TOWN OF M VOL. 1 10/ S 011Q0,41" w /-9,29 S 47'42'43" W ,1 1.64' S 48*38'18" W 88,34' S 50*05'41 W L 0\S 48'44'09" IN F 72 66' N 49'28'45" E S 49'07'29': E 49,29' DHF N 49*07'29" W ---8,68 1 16 ___--N 49*07'29" W 40.30' . 1 A MAP -3/ 11 0 T 2 N/F PAUL E. RYAN VOL453 /PG. 3157 MAP -3-7 LOT -22A N RESIDENTIAL REHABILITkjiON LLC MAP -37 LOT -2' " z B VOL.496/ PG.39 N/F SI ROBERT F. KOLOD7L Vo L. 481 /// P G. 1 18 3 M A P -, ,3 .7 LOT N F' HENRY W, & EVE L.) N MALINOWSKY Z VO[_ I 59/PG290 PER REF, MAP--- 1 S01 LS LEGEND CdC CANTON AND CHARLTON EXTREMELY STONY FINE SANDY LOAMS 8-15% SLOPE C c C CANTON AND CHARLTON VERY STONY FINE SAND)` LOAMS 8-15% SLOPE St SCARBORO MU,CK')" FINE SANDY LOAM Level, 'very poorly, drained soil 0-3% slope. Rn R!DGEBURY. LEICESTER, AND WHITMAN Extremely stony fine sandy looms This sol 's level sl ping and very poorly drained 0----3% s:ope. 1'1/ 1 UIILIIY F -j CONN. LIGHT & POWER CO, VOL,! 49/PG. 108 SS 1 G N STONE W,"-- REFLRIENCE M-" "P�OPER` SURVEY LOTS 21,21E & 22A PROPERTIES OF ROGER J. VIENS & ROGER VIENS, JR. FELLOWS ROAD MONTVILLE, CONNECTICUT I"=100' JANUARY 1998 # 1542 2, "SUBDIVISION OF LAND OWNED BY A. FERDMAN AND J.LEVlN TO PL DEVELOPED BY MGN 7FVlL.LE, CONN TO BE DEVELOPMENT CORP. P � .0. BOX 120 OAKDALE, CONN. 801 13 80 160 240 Feet THE WETLANDS 'SOIL BOUNICARIES AS SHOWN ON THIS PLAN WERE DELINEATED BY YE IN THE FIELD, AND THOSE WETLAND BOUNDARIES AS SHOWN ON THIS PLAN SUBSTANTIALLY REPREES:E-N:T THAT DELINEATION. .Ae JOSEP-H THEROUX SOIL.. SCIENTIST N/F NOW OF FORIVERLY FOUND 0 SURVEY' MARKER FOUND SURVEY MARKER SET Z%`3S 01H 3 AS 30VA' I� 1! C: -N, ", V i 4 i ki ERIC SEITZ LAND SURVEYING INC. R 0 Bolt ISO EX SOOZ, L,S, preak*m � &11 NJiE THE TOWN OF �.SEE DETAIL) �P -- 37 07' - 2 8� N /F SiTE LOCATION N 0TE_S: LOCATION 'FiTAN I This survey has been prepared pursuant to the ReQuictions of Connecticut State Agencies es Sections _20-30,0b-1 throi-jigh 20-300b---x"?0 and the "Standards foF Surveys and Maps in the State of C.onnectic"it" as adopted by the 11.ornect.cu- Association of Land Surveyors, inc on September 26, 199r'5; `UBDIVi"10N Survey Type A, BAILLARGEON T�iis survey clorforrrs to a Class "A-2" horizontal accuracy JL_ z_64/P&8c5 Boundary Determination Category, ORIGINAL and DEPENDENT RESURVEY 4 5" E This survey conform1'�GSS "T s to c cic.y, �erticci accur ljertcal Datum Approxlrrate is NGVD 1929± ?9" w 2 Land records research cornpleted (3s of November 2009 3, Field woi-k completed, os of 111 ....30---2009 4 Referenc-e deed for ocL;s parcel VOL,336 I /PG.823 r 5 Not valid without a live signature an,d embossed sea;, 6 Locus parcel flocated wii�h'n an R-120 Zoning D;strct, r. .0CUS PARCEL NO I LOCATED IN 100 YEAR FLOOD ZONE—A. T 7 [-OT-20 9, 70TAL AREA OF THE SUBD,k/SION IS 3-1.25±ACRES. Y E. WADE 1 10 THE TIME LIMIT F -OR COMPLETION OF I ALL WORK RELATED -11-0 THE `SUBDIVISION /P 6 4 SHALL BE COMPILETED IN �:ULL, WITHIN 15 YEARS QE THE APPROVAL DATE. ,9 G. 8 I 11, 'THE LAYOUT OF THE DRIVEWAY, HOUSE, SEPTIC AND WELL SHOWN ()N3 PLAN i I-ONSTRUCTION, ARE CONCEPTUAL. A SEPTIC DESIGN WILL BE NEEDED BEFORE 1-1 %,a: ,0 C 12 THE OWNER AT THE TIME OF CONSTRUCTION WILL BEE RESPONSIBLE FOR VN AINT-, G THE ENVIRONMENTAL INTEGRITY OF THE LAND. THE 0WNLE_R OF EACH 1 -OT WILL BE RESPONSIBL 23" W FOR EROSION AND SEDIMENT CONTROL MEASURES AFTER CONSTRUCTION iS COMPLETED, 13 PROPERTY LINE GEOME7RY CLOSURES COMPUTED '!2--3-2009 14'2 7 W 14, This survey is based exclusively on accepted standards of surveying practice and does not express any opinion regarding the existence or -�ghts that -n(jy result � fromvckJity of any unrecorded (--ind/or disputed n I adverse possession, adverse use, prescription, cbcn,_Jorn-`ent, imp!iccticr necessity, estoppel, or any other principles of k3w or judicial interprel.c1l.'i.-, that are not readily apparent from a review of the clear icnguoge of t -he deeds and other nstrurnents that form the basis of this survey. S'i rr- r I Y, the inclusion or omissio,7 €n this sijrvey of any reference, descripticrl,, jandmark, structure, object, or other physical fecture should not, be construed as an orr)`non, of the legal significance, or insignificance, of cn"i such reference, description, iondmark, structure, ab ect, or other phys,-Gi feature. 1�. OPEN SPACE REQU11REMEN7S PER SECTION 8-25 OF THE CT. STATE STATUTES SHALL N07 APPLY IN THE TRANSFER 01F ?.CT -2 TO SON (PARENT'S; PER SAID STATUTE. S 77°56` 33" W 58_35' APPROVED BY THE IjNND WETL4NDS AND WATERCOURSES COMMiSSION ON FE DA" CHAIRPERSON OR SECRETARY By THE �HE MONTVILLE PLANNiNG & ZON1NG COMMISSION ON L) CHAIRPERSON OR SE(__','RETARY A j LL '_L 'WORK R K '._�HOWN AS RART OF THIS PLAN SHAT BE C'OV P L E T E D DATE - (I -r- , 0 APPROVED BY THE UNCAS HEALTH D&'-RICT ON 7-1 DATE, OWNER: ROBERT G.& DiXIlE L. MEYER ORIGINAL LOT LAYOUT SHEET APPLICANT: INFO LA MAP -037 LOT -021 ROBERT G,& DIXIE L. MEYER 5� FELLOWS ROAD MARIE BY SUBI)VVISION MONPOLLE CONNECTICUT ERIC SET PREPARED FOR ROBERT E'VER& T. _F, knoy-viedge and belief, t! -Js r�-�CJJD is substIcnUally T)TYTP. VVV1PP c-orrec' asoted J nereon. 55 FELLOWS ROAD MONTVILLE CONNECTICUT 2_ -01 SCALE 1"=80' NOVEMBER 2_009 - - ------ — — ------ - - SHEET 1 C, F 3 ERIC SEITZ, Conn. L.S. #18856 . _1 880 - ,76 --- 3349 REV, 4-13-20i0 RE:_`V;7-2-320110 E I LAN -ERO&ON 4�ND-EDIMENT (1-'0N-TRQL .. E: REFERENCE IS MADE TO: 1. Connecticut Guidelines for Soil Erosion and Sediment Control 2002 (2002 Guidelines), 2. Soil Survey of New London County Connecticut, U.S.D.A. Soil Conservation Sen/ice 198,-5 DEVELOPMENT CONTROL PLAN: 1. Development of the site will be performed by the Contractor, who will be responsible for the installetiori and maintenance of erosion and sediment control measures required throughout construction. 2. The sedimentation control mechanisms shall remair in place from starl of construction until permanent vegetation has been established, The reps-'sentative for the Town of Montville will be notified when sediment and erosion control structures are initially in, place. Any additional soil & erosion control rneasures requested by the Town or its agent, shall be instclied immediately. Once the proposed developmert, seedinq and p{anting have been completed, the representative shall again be notified to inspect the site, The control measures will not be removed until this inspection is 'cortipletle. 3. All stripping Is to be confined to the immediate construction area, Topsoil shall be stockpiled so that slopes do not exceed 2 to 1. A hay bale sediment barrier is to surround each stockpile and a temporary vegetative cover shall be provided. 4, Dust control will be accomplished �)y spraying with water. The application of calcium chloride is not permitted adjacent to wetland resource areas or within 100' of these areas. 5. The proposed planting schedule is to be adhered to during the planting of disturbed oreas throughout the proposed construction site, 6. Final stabilization of the site is to follow the procedures outlined in "Permanent Vegetative Cover", If necessary a temporary vegetative cover is to be provided until a permanent cover can be appiied. S11-11- FENCE lNQJTALL6TlQN AND MAINJENLNQ_�L: 1, Dig a 6" deep trench on the uphill side of the barrier location. 2, Position the posts on the downh'll side of the barrier and drive the posts 1.5 feet into the ground. 3. Loy the bottom 6" of the fabric in the trench to prevent undermininq and backfill. 4. Inspect and repair barrier after heavy rainfall. 5. inspections will be made at least once per week and within 24 hours of the end of a storm with 0 rcinfoli arnount of 0-15; inch or greater to determine maintenance needs. 6. Sediment deposits are to be removed when they reach a height of 1 foot behind the barrier or hnif the height of the barrier and are to be deposited in or, area which is riot regulated by the inland wetlands commission. 7. Replace or repair the fence within 24 hours of observed failure. Failure of the fence has occur -red when sediment falls to be retained by the fence because: the fence has been overtopped, undercut or bypassed by runoff water, the fence has been moved out of position. (knocked over), or t h, e geotextile has decomposed or been damaged. IF 11 N 1 Bales shall be placed as shown on the plans with the ends of the Incies tightly abutting each other. 2, Each, bale shall be securely anchored with at least 2 stakes and galas 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 end of a storm with a rainfall amour t of 0,5 inch!es or greater to determine maintenance needs. 4. Remove sediment behind the bales when it reaches half the height of the bale and deposit in Cn 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 barrier because, the barrier has been overtopped, undercut or bypassed by runoff water, the barrier has been moved out of position, or the hay bales have deteriorated or been damaged. TEMPORA Y VEGETATIVE ;OVER: SEED SELECTION Gross species shall be appropriate for t3he season and site conditions, Appropriate species are outlined in Figure TS -2 in the 2002 Guidelines, TIMING CONSIDERATIONS Seed with o temporary seed mixture within 7 days after the suspension of grading work in dist=jrbed cress where the suspension of work is expected to be. more than 30 days but less than I year 'SITE PREPARATION Install needed erosion control rneasures such os diversions, grade stobiiization structures, sediment bosins and grossed waterways. Grade according to plans and allow for the use of appropriate equipment for seedbed preparation, seeding, rr)ull-.h application, and rnulch anchoring, SEEDBED PREPARATION Loosen the soil to a depth of 3-4 inches with a slightly roughened surface. if the area ,-..as been recently loosened or disturbed, no further roughening is required, Soil preparation can be accomplished by tracking with a bulldozer, discing, 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 arcaded, . e SIODe is 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 uore feet of 14-10--10 or equivalent. Additionally, Iii-ne may be. applied using rates given in Figure TS -1 ;n the 2002 Guidelines. SEEDING Apply seed uniformly by hand cyclone seeder, drill, cultipacker type seeder or hydroseeder at a mini -urn rate for the selected species. €ncrease seeding rates by 10% when hy-drosegdirl-caL- MULCHING Tempora,- -num seeding dates shall be mulched according to the recommendati y seed�ngs made during opti, Ions in the 2002 Guidelines. When seeding outside of the recommended dates, increase the application of mulch to provide 957-1Q. coverage. MAINTENANCE Inspect seeded area of least once a week arld within 24 hours of the end of a storm with c rainfall amount of 0.5 inch or greater for seed rand mulch movernent 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, Continue inspections until the grosses are firmly established. Grosses shat! :not be considered established until a ground cover is achieved which is irnature enough to control soil erosior and to survive severe weather conditions "'approximately 80% vegetat;ve cover), PERMANENT VEGETATIVE COVER: Refer to Permanent Seeding MeaSUre in the 2002 Guidelines for specific applications and details related to the installation and maintenance of a permanent. vegetative cover. In general, the foHowing sequence of operations shall apply: 1. Topsoil will be replaced once the excavation and grading hos beer. completed. Topsoil will be spread at a minimurrn compacted depth of 4". 2. Once the topsoil has been spread, ol�� stones 2" or larger in any dirner.sion will': be removed as well as debris. I Apply agriculturoi ground limestone of a rate of 2 'tons per acre or 100 lbs. per 1000 s.f. Apply 10-10-10- fertilizer or equivalent at a rate of 300 lbs. per acre or 7.5 ins, per 10-00 s,f, Work lime and fertilizer into the sail to a depth of 4". 4. Inspect seedbed before seeding. If traffic has compacted the soil, retii; compacted areas, 5, Apply the chosen gross seed mx, The recommended seeding dates are: Ap,-I:' 1 to June 15 &- August *5 - October 6. Following seediing, firm seedbed with a roller. Mulch Jrnmediately follow, g seeding, if a permanert vegetative stand cannot be established by September 30, apply a temporor-y cover ori the topsoil nuc^ os netting, mot or organic mulch- P�OJFCT DESCRIPTION PROPOSED ONE THREE BEDROOM HOUSE TO BE CONSTRUCTED ON A 21 ACRE LOT, WITH ON SITE SEPTIC SYSTEM ANE) WELL. AREA TO BE DISTURBED IS APPROXIMATELY 111/4 OF AN ACRE. L�EVEL MINT LE/SEQUENC F ATIONS: Fkig the limits of disturbance an schedule preconstruction meeting with Town of Montville Planning Department. 2, Cut trees within the defined clearing limits and remove the cut wood, 3. install perimeter erosion and sedimentation controls in accordance with the site development plan, 4. Chip brush and slash, stockpile chips for use on site or remove off site. 5. Excavate area of proposed driveway. 6, Remove tree stumps and dispose of at an approved disposal site. Aiternciti,/ely, stumps may be chipped in place. No stumps shall be buried on site. 7. Strip and stockpile organic material that is within the footprint of the drive. Surround stockpile with silt fence or staked haybales, and apply temporary seeding in accordance with recommended miytures. Divert runoff around the perimeter of the stockpile, 8. Voke all required cuts and fills. Establish the subgrade for the driveway as required and install additional erosion controls as necessary, 9. Inspect perimeter erosion and sedimentation controls weekly and after rain events in excess of 0.5". Repair any damaged controls and provide additional erosion control devices as necessary to address areas of con.centrated runoff that may develop as a result of the construction activities, The contractor shall review discharge conditions with the design engineer or the Town of Montville prior to instcllhng odditionol erosion controls, Apply water as necessary for dust control, 10. Prepare sub -base for driveway & install top course. I ', , Place topsoil where required and apply seed and mulch 12. Remove and dispose of all silt fence and hay bales after all areas have been stalbilized to tt)e sat-ssfaction of the Town of Montville. RESPONSIBLE PARTY FOR E&S MAINTENANCE ROBERT Gj.& DIXIE L. MEYER 55 'FELLOWS ROAD MIC)NT"VILLE CONNECTICUT New Eri.Iclnd Wetmix (Wetland Seed Mi.,` Welland .... Segd Mix contains a wide variety of native seeds that are suitable for most wetland restoration sites that are not permanently inundated, AH species are best suited to moist disturbed ground as found in most wet meadows, 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 plant-er, during the fall months, the seed mix will germinate the following spring, During the first season of growth, several species will produce seeds, while other species will produce seeds after the second growing season. This mix is composed of the wetland species most likely to grow in created/restored wetlands and should produce more than 75% ground cover In two full growing seasons. _ The wetland seeds in this mix can be hand sown, used with c hand-held spreoder, or hydro -seeded on large or hard to retch sites, as long os there is no permanent snow cover. Lightly rake to ensure proper soil -seed contact. Seeding can take place on frozen soil, as the freezing, thawing weather of late fall and late winter will work the seed into the soil. If spring conditions are drier than usual, watering may be required. If planting during the sumr-ne rmonths, watering may be required for at least 2-3 weeks after planting to ensure gerrri;notion. 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 ryegross, Kentucky Bluegrass or perennial ryegross as these species are very aggressive and they will inhibit the growth of the wetland seeds. A light mulch of clean, weed free straw is recommended, Aoc)llcation Rate, 1 LB/2500 SQ. FT. (17.5 LBS/ACRE as a wet meadow seeding) .ape,--',tL Fox Sedge (Carex vulpinoidec), Bearded Sedge (Carex cornosa), Lurid Sedge (Carex lurida), Soft Rush (Juncus effusus), Gross-leoved Goldenrod (Euthamia gram, nff ol ic), Boneset Eupatorlurn perfoliaturn), Hop Sedge (Carex jupukno), Blue Vervoin (Verbena hostata), Nodding Sedge (Carex gynondra), Green Bulrush (Scirpus atrovirens), Sensitive Fern (Onoclea sensibilis), Blue Flag Iris (Iris versicolor), Woolgrass (Scirpus cyperinus), Spotted Joe Pye weed (Eupatorium maculatum), Swamp Milkweed (Asclepias incornata), Monkey Flower (Mimulus r;n9ens), Soft -Stem Buirush. (Shoenoplectus tobernoernontani) (ex- S. vol;dus), Hardstern Bulriush (Schl-lenoplectus acutus) (ex-Scirpus acutus), Nodding Bur Marigold (Bidens cernuo), !=fat -top Aster (Aster urnbellatus). Uncas Health District SrM INVES71GATION FOR SUBSURFACE SEWAGE DISPOSAL Owner: Bob Meyer Location- 55 FOows Road, I lot subchvision D"12 J21t Hole PM%ftil QMCE10222 DATE: 11-24-M (Record All Test Holes) Test Hole # A -Topsoil Test Hole # 8 `Tops6l Test Hole# C Test Hole # I 0 -8 I 8-28" Brown fine sandy 0-11 11 -25' Brown fine 0-10"Topsoil10-27" rv*,re ties k)am sandy loam Brown fine Time Reading 28-68' Light brow 25-72- Light brown sandy loam 1:29 swd and gravel. sand and gravel 27-73" Light brown MSMT 3/22 3. Where ends of geotextile fabric come together, they shall be overic -.-.ed, folded and stapled -to prevent sediment bypass. sand and gravel 4, Silt fence shall be inspected after each rainfall event and maintained c)'ne- when Mottling: 37' Moftfing: moftling Mottling: GW GW - GW -1 GW -- Ledge., Ledge- Ledge: Ledge,- -- Roots: Routs' Roots: Roots .......... . Restrictive: Restrictive, Restdctive:------ ------ MEDIUM SANDY GRAVEL 6 N Acv _=Rfestdcfiw 12" HIGH BY 48" WIDE LEACHING TRENCH FOR Comments: Groundwater Tarte: (Near max, below max, etc,) Below max Percolation Test Data Date, 11-24-09 -pl-er-ci 1 Pere Rate: 1 Perc # Parc Rate- C!e h� 481, pt Less than} m1rVinch Pe Presoak time: 10:00 am rv*,re ties Presoak. Time Reading Time Reading Time I Reading T� rni �e Reading 1:29 10, 1:53 18 1/2, Filtering Efficiency 75% (min.) Test-, MSMT 3/22 3. Where ends of geotextile fabric come together, they shall be overic -.-.ed, folded and stapled -to prevent sediment bypass. NO MOTTLING 4, Silt fence shall be inspected after each rainfall event and maintained c)'ne- when o bulges occur r when sediment accumulation reached 50% of the 1: 3Z 11 Val 1-57 19 FF N/A 1 '36 TE -ST PIT #7 140 14 Z 0-112" TOPSOIL PF N/A -------- 146 16, 2-36" LIGH-T DROWN 1 1 .49 1714 (BONEY) 36-108" GREY -4" OF 1-114" PROCESSED TRAP ROCK AS DEFINED IN "STATE OF CONNECTICOT STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUC,�ON` FORM 814A OR LATEST REWSION, ;r 0 6 PROCESSED GRAVEL PREPARED SUBGWE GRAVEL DRIVE WITH UPROCESSED TRAP ROCK DE71rA-%1L NOT TO SC&'E SILT FENCE NOT TO SCA? E 10' MAXIMUM CENTER TO - --------- CENTER ##W+ 4#4#+7 7\ CSW FLOW -PERSPECTIVE VIEW TOP "VIEW 36" MINIMUM LENGTH FENCE POST, DRIVEN A, MINIMUM OF 16 " INTO GROUND 16" MINIMUM HEIGHT OF GEOTEXTILE CLASS F 8" MINIMUM DEPTH HN ,GROUND 36 MINIMUM FENCE POST LENGTH Fi LTER CLOTH l---- FENCE POST MINIMUM 2O" 'At '" TI-) R 6 D FLOW I GROUND GROUND EMBED GEO]"EXTILE CLASS ' A MINIMUM F 8" VERTICALLY LLY- FENCE' POST DRIVEN A INTO THE GROUND MINIMUM OF 16" i N0 SECTION B S E C JN A STAPLE STA, I � A/` . PLE 101NINT W 0 ADJACENT SILT -FENCE SECTIONS Construction Specifications THE GROUND CROSS S E C T I 0�,,,l STANDARD SYMBOL Fence posts shall be a rnfir)irnurn of 36" long driven 1 6" rr-iitnir-ni-o-n ;rto the ground. Wc),od posts shall be 1 1 /2" x 1 1, /2" square (minimum) cut, or 1 -3/4" diameter (Minimum) round and shall be of sound quality hardwood,, Steel Posts will be standard T or U section weighting r- of less than 1 .00 pond per lire' --P- foot. 2. Geotextile shall be fastened securely to each fence post with rv*,re ties or staples at top and mid-section cnd sholl meet the following requi,-er-nents for Geotextile Mass F: 'ROWN Tensile Strength 50 lbs/In (rain.) Test: MSMT 509 Tensile Modules 20 lbs/in (min.) Test, MSMT 50-9 Flow Rate 0.3 gal ft' / minute (max.) Test: MSMT Filtering Efficiency 75% (min.) Test-, MSMT 3/22 3. Where ends of geotextile fabric come together, they shall be overic -.-.ed, folded and stapled -to prevent sediment bypass. NO MOTTLING 4, Silt fence shall be inspected after each rainfall event and maintained c)'ne- when o bulges occur r when sediment accumulation reached 50% of the fabric ihela►--t. TE.51r' PIT OBSERVATION I -13--1987 TEST PIT #6 SANITARY DESIGN CRITERIA 0-1.011 -r0P(,-0-: PROPOSED THREE BEDROOM, NO TUBS GREATER THAN -0 GALLONS A S1:7 E. 10-24" LlC 'ROWN FINE SANDY LOAM (BONEY) 24-104" GRE" BROWN VIED -FINE SAND & GRAVEL NO LEDGE MINIMUM LEACHING SYSTEM SPREAD NO MOTTLING H K WATE"R 0 92" FF N/A TE -ST PIT #7 Z 0-112" TOPSOIL PF N/A Ff 2-36" LIGH-T DROWN FINE SANDY LOAM (BONEY) 36-108" GREY BROWN MEDIUM SANDY GRAVEL 6 N Acv NO LEDGE 12" HIGH BY 48" WIDE LEACHING TRENCH FOR PRIMARY it NO MOTTLING LEACHING SYSTEM DESIGN. WATER @ 92" EFFECTIVE LEACHING AREA PROVIDED PER PER 'CODE:-- 3.0 S, F. TEST PIT #8 G EFFECTIVE LEACHING AREA PROVIDED: 0-112" TOPSOIL 2-82.5' LONG 48" WIDE LEACHING TREN'-'----`S, 12-36" 1 IGHT ! BROWN FINE SANDY LOAM (BONEY) 36-108" GREY BROWN MEDIUM SAND & GRAVEL NO LEDGE 2 -82.5' LONG 48" WIDE LEACHING TRENC,,'HEES, MOTTLING @48�" = 4195.S,F WATER & 66" PERCOLATION RATE. 6-10 MX/GAL 5"x42" STAKE DRIVEN ON DOWNSLOPE SIDE OF TRENCH EX T ENED 8" OF SILTIFENCE BELOW ANGLE STAKE 2' - 20' UPSLOPE SET STAKE 12" MINIMUM iNTO GRADE STAKED HAYBALES MAY BE SUBSTITUTED FOR SILT FENCE SILT FENCE LOCATED ----'"-14" 5-10' FROM TOE OF SLOPE STOCKPILE 70. x`- EXISTlNG SUBGRADE -.1 BACKFILLED TRENCH SILT FENCE 0 TOE OF SLOtr--,%E APPLICATION NOT TO SCAL'F' 11-1-2 )� x 2 "x 3 Stake FLOW-P� ;'� � ") ---Bales PIcc-d "I on the contour Trench - Compacted- ----- STAKED HAT BALE Dr- I AIL "4C'` T,- ( ') SCALE HAS' r-% 1 BALE INSTALLATION 1. Bales shall be placed in a single row, lengthwise, oriented perpendicular oendicular to the contour, with ends 01 adjacent -C bales tightly abutting one another. 2. Bales shall be entrenched and backfilled. A trench shall be excavcted the width of c bale and the length of the proposed barrier to c n-,,lnimurn depth of 4 3. Each bale shcH be securely, anchored by at two (2) stakes, 4- The gaps between boles shall be, wedged with straw to prevent water from escaping between the bales, 5, The bcf-rier sha:' be extended to such a length that the bottorns of the end bales cre higher in elevation than the top P of the lowest middle bale, to assure I ' hot sediment, laden run-off will -flow either through or over the barrier, but not around it. HA'Y B�-LE INSTALLATION 1 Inspection shell to made after each storm event and repcir or replacement shall be mcde promptly os needed. 2. Clean out of ac-r--umulated sediment behind the bales is necessary if 1/2 of the original height of the bales becomes filled in with sediment. ORiGINAi_ INK MYLAR MADE BY ERIC RFIT7 -L-OL:2 SANITARY DESIGN CRITERIA A. PROPOSED THREE BEDROOM, NO TUBS GREATER THAN -0 GALLONS A S1:7 E. B 1,000 GALLON TWO COMPARTMENT SEPTIC TANK REQik-JIRE-ru-) By CODE AND PROVIDED. C. DESIGN PERCOLATION RATE: < 10.0 MIN./IN. D. MINIMUM LEACHING SYSTEM SPREAD H K FF N/A Z PF N/A Ff MLSS N/A -v. W E. EFFECTIVE LEACHING AREA REQUIRED PER :,ODE: 495 S.F. 6 N Acv 12" HIGH BY 48" WIDE LEACHING TRENCH FOR PRIMARY it LEACHING SYSTEM DESIGN. EFFECTIVE LEACHING AREA PROVIDED PER PER 'CODE:-- 3.0 S, F. MINIMUM LENGTH OF TRENCH 11RIE L Q U I R E 495 S.F./ 3--0 F - F, 65' G EFFECTIVE LEACHING AREA PROVIDED: 2-82.5' LONG 48" WIDE LEACHING TREN'-'----`S, 2 X 82.x' X --Z-0 S,F. F 4 95, S' H. 100% RESERVE AREA REQUIRED AND PRIC EFFECTIVE LEACHING AREA PROVIDED - 2 -82.5' LONG 48" WIDE LEACHING TRENC,,'HEES, 2 X X 3.O S,F-,/L,F-- = 4195.S,F APPROVED BY THE TOWN OF MONTv'!LLE NIAND WETLANDS COMMISSION CHARMAN DATE DETAILS & NOTES SHEET MAP -037 LOT -021 SUBDIVISION PREPARED FOR ROBERT G. MEYER & DIXIE L. MEYER 55 FELLOWS ROAD MONTVILLE CONNECTICUT SCALE NTS NOVEMBER 2009 SHEET 3 OF 3 L U i0, .3 6 OAK LIMff OF !Nb�Nl,', WETLANDS Cvl- (0 NV,=,348,04 WIF 10 12"PVC WF6A LAND WFlAWF- 4?// AP WF1 5/ CA &P WF38 12386 LIMIT OF INLAND WETLANDS + WF2 INV.= 352.56 V, PROPOSED OVERHEAD Til -i IES --- --- WF25 'YVF35 -INV.=35-3. 8 iNSTALL STAKED �WBALES OR FJ WF A . ..... - SILT FENCEt3 TOCONSTRUCTION lb- WF30 4- lc�\ lb INS7A" STAKED HAYBALES & 4N SILT FE4CE PRIOR TO CONSTRUCTIO % -lE MARK -�'REBAR SET A\N DIP, LOAM 21 '---�STOCK FD 15 E EL.= 63.4 + PROPOSED 0 Rf V EWA y + t� 20aw lb 190 AR" T �r-AR PRlDP 1) 4) RRA 3 ROOM SE tp FR ONT YAp[) T, WF1 OC 441 WF10B ETBA Q YARD 41 75' PROPOSED WE' CL& WELL WF�C LIMIT Or- iNL,4`,lJ I LAN D - -1 5B WF 12387 4.v WFI 5C ---------- - ----- WF18C + '�7 V'ED 7 LA -1 T/p NC HMA - '8 E" , S - D R A ' 9�----- �� REB �3 3 EL.l� 36 REA SErSACk- N D w Fi C LOT -1 ERIC SEITZ LAND SURVEYING, INC. Emc SW LS, P,O, BOX IN proold"t EXISTING MOUSE X'S E : TING GA RAG ;' EXISTING WELL PER REcF. IAP __1 E GE N D UTILITY POLE SIGN 355 EXISTING CONTOUR PERCOLATION HOLE TEST PIT STAKED HAYBALIE-S OR '-j! T FENCE WETLAND FLAGS 40 0 4 120 Feet 0 R'i G"' IN AL INK MYLA MADE BY 1--y k-�ow'!edge and bei m0 .-,stantici: ef, this P is St� - FFRIC SEIT7. ��li 1% 0 e—T as noted hr,eon, 55 FELLOWS ROAD 4" SITE DEVELOPMENT SHEET "N "4 MAP -037. LOT -021 rr,,�tgi l��:Cg��'�SUBDIVISION SCALE 11$=40' NOVEMBER 2009 EK, SEI TZ,_- Conn.. L, S. m#1885F> 1.SHEE PREPARED FOR R"OBEERT, G. MEYER` & 1--y k-�ow'!edge and bei m0 .-,stantici: ef, this P is St� - .N1 ri IJLJZ ��li 1% 0 e—T as noted hr,eon, 55 FELLOWS ROAD MONTVILLE CONNECTICUT SCALE 11$=40' NOVEMBER 2009 EK, SEI TZ,_- Conn.. L, S. m#1885F> 1.SHEE 0 F S 81'29'04" E 2 5. 00'---, 2,13_5 SQ,F'T. TO BE CONVEYED TO THE TOWN OF MON7VILLE FOR HIGHWAY PURPOSES ff S 0j*q0'41` W ,,-9.29 S 47'4-2'43" W S 48°38' 18" W 88.34' S 50*05'41 W 0 S 48*44109 W 72 66' S 49*07'29" E J N 49*28'45" E '15,91, 49,29' DHF N 49'07'29" W N 49*07'29" W 40-30' rr MAP -37 LoT_22A, NA PEESIDENTIAL R.E__HAB1DT4\T1ON LL,C VOL-496/PG-39 MAP -3/ 1_0T 1 A N/F PAU1. E. RYAN 357 V0i_,453//PG, MAID ----- 37 L -OT -21 B N/F ROBERT F. KOLODZIL-i VOL,481 /PG -1 183 M A P 3 7 L 0 T - 2.6 N/F' HENRY W, & EVELYN IVALIINOWSK� VOL -1 59/PG3.29"_ PrER REF, MAP—— I MAP -45 IN//F TOWN OF M VOL. 1 10/ SOILS LEGEN D rl-'dC OANTON AND CHARLTON L EXTREMELY STONY FINE SANDY LOAMS 8-15% SLOPE CcC CANTON AND CHAR! TON VERY STONY FINE SANDY LOAMS 8---1 5 SLOPE Sf SCARBORO MUKY RNE SANDY LOAM Level, 'very poorly drained. soil 0-3% slope, Rn 1RIDGEBLJRY, LE=CESTER, AND WHITMAN Extremely stony fine sandy loamy This soill is level sloping and very poorly drained 0-3% sio,pe. IN/ F CONN. LIGHT & POWER CO. VOL. I 49/PG. 108 RETE 19ENQE MAP SURVEY LOTS 21,21E & 22A PROPERTIES OF SURVEY ROGER J. VIEN'S & ROGER VIENS, JR. FELLOWS ROAD ;1.,10N7VILLE, CONNECT I J1 ic]!-, 1 "=100' JANUARY 1998 #1542 .-, "SUBDIVISION 01 %-`F LAND OWNED BY A. FERDMAN AND J.LEVIN TO BE DEVELOPED BY ViON-T-VILLE, CONN TO BE DEVELOPMENT CORP. 3_ P.O. BOX 120 OAKDALF-, CONN. 80 0 80 160 240 Feet THE WE'TLANDS SOIL BOUNDARIES AS SHOWN ON THIS PLAN WERE DELINEATED BY -ME IN THE FIELD, AND T"'r,)''5E WETLAND BOUNDARIES AS SHOWN ON THIS PLAN SUB STAN -71 ALLY REPRES,�N-T THAT DELINEATION. JOSEvH THERCLJX ) E_ I Snl� SCIENTIST Z113S 01HA A9 30v", V I V� >11,41 ak 1IL-j;, _1\1 IVIN ERIC SEITZ LAND SURVEYING INN Enc SOW, L, R0, am 1$0 Pro*jwd � &11 NJIE SITE 44-OCATION S UTILITY PUL''` SIGN THE TOWN OF STONE WALL N /F NOW OR FORMERLY 0 i-< SURVEY MARKER FOUND 0 SURVEY MARKER -_.FT Z113S 01HA A9 30v", V I V� >11,41 ak 1IL-j;, _1\1 IVIN ERIC SEITZ LAND SURVEYING INN Enc SOW, L, R0, am 1$0 Pro*jwd � &11 NJIE SITE 44-OCATION S ,2,000' NOTES- U T LA Lki A`10N Pv " N THE TOWN OF I This survey has been preperecl pursuant to 'Che Regulations of SEE DETAIL) Conriect+'cut State Agencies Sections 20--300b—i throi_jgh 20-300b---20 and the "Standards foSijrveys and Maps in the State of C-l'onnectic'ut" INK as adopted by the Connect'. I cL:,, Association of Land Surveyors, inc ,P -- 37 1_0'_ 2R on September 26. 1 99�� N // F SUBDIVISION L_ Z Survey Type SUBD[Vj)ION A BAII LARGEON J L 4/ P(3*, 8 2 This survey conforms to a, ClIcss "A-2" horizontal accuracy _26 Boundary Dete)-mIr-iction Cctegary;. ORIGINAL and DEPENDENT RESURV�7 45" E "T This survey confor"'n5 to 0. (Aass ver+ic,-_fl1 accurccy- ROBERT G. MEQER & Vertical Datum Approxi' -r - ,,ate is NGVD ',929± 2, -9 W 2. Land records reseccl,�, completed cis of Mover -iter 20109 3. Fieid work completed os of 11-30-2009 IXIE Le MEYER 4, Referenc-e deed, *Jr cc -,,s Pcircel V01L_336/P0,823 Cr!d beit'ef, t1 -Js 5 Not valid without o ;['ve signature cn0c, ernbossed sea". 6. Locus parcel located within an R-120 Zoning &strllct. eep.,p.or. __0CUS PARCEL NOT LO"'VED IN 100 YEAR FLOOD ZONE—A. 7 LOT -20 9 10TAL AREA OF THE SUBDMSION IS 31.2±ACRES, ,,'/// F Y, E. WADE 1 THE LA ,TED I - S 0 1_1ME LIMIT FOR COMF,"LETION O�F_ ALL WORK RE TED 7'0 THE SUBDIV! ION L ; SHALL BE COMPLETED iN Fj1 1, WITHIN 5 YEARS OF THE APPRC-)VAL, DATE*. 9./P G. 6 8 4 -L- L 0 LA 11, THE LAYOUT OF THE DRIVEWAY, HOUSE, SEPTIC AND WELL SH WN ON THIS P N t BE C q ,,T[ON, ARE CONCEPTUAL A SEPTIC DESIGN WILL BE NEEDED FORE I -C NSTRUC 12, HE OWNER AT THE. AIME t)'F CONSTRUCTIONB WILIL E RESPON'SIBLE FOR MAIN T fi N N' THE ENVIRONMENTAL INT,-_-GR17Y OF THE LAND. T H 'E' 0 W N LE- R OF EACH, .,C)T Mt.1 BE IRESPOP�SIBLE 23" W FOR EROSION AND SEDIMENT CONTROL MEASURES AFTER CONSTRUCTION jS C(jMPiETFD '113 PROPERTY LINE GEOMETRY CLOSURES COMPUTED '!2-3-2009 5* 14'2 7" W 13 14, This survey is based exclusively on accepted standards of surveying practice and does not express any opinion regi-,r6ng the, existence or vclidity of any unrecorded and/or disputed rights that -n(jy res. !t from-; adverse possession, adverse use, prescription, abondor .ment, Imp`ic:at3c r, necessity, estoppel, or r2ny other principles of 1,,-w ot, :udlcia;interpreta��,,,r-j thc", are not readily, apparent from a review h the clear icniguoge o -i: the deeds and other Mstruments that form the 'L I of this survey. S, rr, f0 -1 ') the inclusion or omission in this survey of any reference, desCriptlon, Jandrncrk, structure, object, or other physicGfeature sthoild not tie construed as an opinion of the ;egcl signifiCcnce or, such reference, descript'lon, iondrncrk, structure, object, or other physlcfl feature. 15. OPEN SPACE REQUIREMENTS PER SECTION 8-25 OF THE CT. STATE STATUTES SHALL I - NOT ;'�PP�_,( IN THE TRANSFER OF L1n_/T-2 TO SON (PARENTS) PEP, SAID STATUTE. 77°5,6: 713 " W APPROVED BY THE IN ND WETLAJ,N�DS AND WATERCOURSES COMMiSSION ON D,E "" CHA2RPERSON OR SE�_/RETAPY APPROVED By THE MON70LL E PLANNING & ZONING COMMISSION ON DA1 E,` CHAIRPERSON OR SECRETARY L WORK =iHOWN AS P4RT OF THIS PLILL AN SHA, BL COMPLETED RY DATE - APPROVED BY THE UNIC-AS HEALTH DISTRICT ON D T '4 A E: OWNER: ROBERT G. & DIXIE L.OT MEYER1EYER GI LAYOUT SHEET APPLICANT:MLAAP-037 INK MLOT-021 ROBERT G,&- DIXIE L. 55 FELLOWS ROAD M R MADE BY SUBDIVISION v�FY MON-I'VII LE "'O'NNECTICUT ERIC Sl,,=-ITZ FOR : �*rPREPARED ROBERT G. MEQER & IXIE Le MEYER TG y Know:edge Cr!d beit'ef, t1 -Js mcip is s;,jbstcntic-,Ily correct -s noted, eep.,p.or. 55 FELLOWS ROAD MONTVILLE CONNECTICUT SCALE I"=80' NOVEMBER2009 ERIC SEI Z, S H E ETI 0I* _5 860-1376--3-3149 R EV/,, 4 --1 20; 0 E"', 7 - - /2',7-2 t'_; 10 EROSIQN AND SEDIMENT CONTR=OL ,RL8N: -IR JE.�RLDNQL r--�A E T 1 Connecticut Guidelines for Soil Erosion and Sediment, Control 2002 (2002 Guidelines' 2. So;'; Survey of New 'London County Connecticut, U,S.['),A, Soil Conservation Service 1987) DEVELOPMENT CONTROL PLAN. 1, Development of the site will be performed by the Contractor, who will be responsibEe for the instalIction and rric;ntenance of erosion and sediment control measures required throughout construction. Z The sedimentation control mechanisms shall rernain in place from start of construction until permanent vegetation has been established. The representative for the Town of Montville will be notified when sediment and erosion control structures are init;-olly inn place. Any additional soii, & erosion control rneosures requested by the Town or its agent, shall be instolled irnmediately. Once the proposed development, seeding and planting have been completed, the representative shall again be notified to inspect the site, The control measures will not be removed until this inspection is complete. 3. All stripping is to be confined to the immediate construction area. Topsoil sholl be stockpiled so that slopes do not exceed 2 to 1. A had, bole sediment barrier is to surround each stockpile and a temporary vegetative cover shall be provided. 4, Dust control will be accomplished by spraying with water. The application of calcium, chloride is not permitted adjacent to wetland resource areas or within 100' of these arenas. 5, The proposed pIanting schedule is to be adhered to during the planting of disturbed areas throughout the proposed construction site. 6. Final stabilization of the site is to follow the procedures outlined In, "Permanent Vegetative ("over". If necessary a temporary vegetative cover is to be provided until a permanent cover can be applied. �ILF FENCE INET 6,LLA TION .A Ai �!NAN�( 1. Dig a 6" deep trench on the uphill side of the barrier location. 2. Position the posts on the dowrhi!l side of the barrier and drive the posts 1,5 feet into the ground. 3, La:yo the bottorn 6" of the fabric in the trench to prevent undermining and backfill, 4. Inspect and repair barrier after hecv,,/ rainfall. 5. Inspections will be made at least once per week and within 24 hours of the end of 0 storm with a rcinfoll arnount of 0.5 inch or greater to determine ,maintenance needs. 6. Sediment deposits are to be removed when they reach a height of 1 foot behind the barrier or h0 the height of the barrier and are to be deposited in or, area which is not regulated by the in.lond wetlands commission, 7. Replace or repair the fence within 24 houl-s of observed failure, Foilure of the fence has occurred when sediment fails to be retained by thie fence because: the fence has been overtopped, undercut or bypassed by runoff woter, the fence has been moved out of posit'tor, (knocked over), or the geotextile has decomposed or been damaged - AND MAINILNA 1. Sales shall be placed as shown on the plans with the ends of the bales tightly abutting each other. 2, Each bale shall be securely anchored with at least 2 stakes and gaps between bales shall be wedged with straw to prevent water from passing between the bales. 1 Inspect bales at least once per week and within 24 hours of the end of a storm with o rainfall arnount of 0.5 inrhesor greater to determine maintenance needs, 4. Rernove sediment behind the bales wi,,,eni 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. Foilure of the barrier has occurred when sediment fails to be retained by the barrier because, the barrier has been overtopped, undercut or bypassed by runoff water, the barrier has been moved out of position, or the hay bales have deteriorated or been damaged, TSR_ -RY VEGE -TAT 1YFQ OVER SEED SELECTION Gross 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 seed mixture within 7 days after the suspension of grading work in distfjrbed areas where the suspension of work is expected to be. more than 30 days but less than I year. SITE PREPARATION Install needed erosion control measures such as diversions, grade stabilization structures, sediment basins and grossed waterways. Grade according to plans and allow for the use of appropriate equipment for seedbed peparation, 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 been recently loosened or disturbed, no further roughening is required, Soil preparation can be accomplished by tracking with a bulldozer, discing, harrowing, raking or dragging with a section of chain link fence. Avoid excessive compaction of the surface by equilpment" traveling back and forth over the surface. If the slope is tra--Ked, 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 cat the rate of 300 pounds per acre- or 7.5 pounds per 1 000 square feet of 10-10--1 p or equivalent. Additionally, lime may be applied using rates given in Figure TS -1 in the 2002 Guidelines. SEEDING Apply seed uniformly by hand cyclone seeder, drill, cultipocker type seeder or hydroseeder at a rnin;'r-rum rate for the selected species, increase seeding rates by 105 when hvdroseedino. MULCHING Temporary seedings made during optirrium seeding dates shall be mulched according to the recommendations in the 2002 Guidelines. When seeding outside of the recommended dates, increase the application a" mulch to provide 957 9�-% coverage. MAINTENANCE Inspect seeded area at least once a week and within 24 hours of the end of a storm with -a rainfak: amount of 0.5 inch or greater for seed and mulch movement and rill er-csion.. Where seed has moved or where soil erosion has occurred, determine the cause of the failure. Repair eroded areas arid install additional controls if required to prevent reoccurrence of erosion. Continue inspections until the grasses are firmly established. Grasses shat! not be considered established until a ground cover is achieved which is mature enough to control soil erosion and to survive severe weather conditions (approximately 80% vegetative cover), PERMANENT VEGETATIVE COVER, - Refer to Permanent Seeding Measure in the 200,2 Guidelines for specific applications and details related to the installation and mointenance of a permanent 'vegetative cover. in genera!, the following sequence of operatiors shall apply-, 1. Topsoil will be replaced once the exccvation and grading hos been cornpleted. Topsoil will be spread of a minimur-n, compacted depth of 4". 2. Once the topsoil has been spread, all stones 2" or larger in any dimersion will be removed as wel;: as debris. 1 Apply agricultural ground lirrtestone at a rate of 2 tons per acre or 100 lbs. per 11000 s.f, Apply 10-10-10 fertilizer or equivalent at a rate of 300 lbs. per acre or 7.5 lbs. per 11000 sJ. Work lime and fertilizer into the sojl to ca depth of 4", 4. Inspect seedbed before seeding. If t,roffic has compacted the soil, retiii compacted areas, 5. Apply the chosen grass seed iryiix, The recommended seeding dates are-. April 1 to June 15 & August 1,55 - October 1, 6. Following seeding, firm seedbed with, a roller. Mulch immediately I ownng seeding. if permanent folia vegetative stand cannot be established by September 30, apply a ternporor-y cover on the topsoil such as netting, mat or organic mulch, PROJECTDESCRIPTION PROPOSED ONE THREE BEDROOM HOUSE TO BE CONSTRUCTED ON A 21 ACRE LOT, 'WITH ON SITE SEPTKC SYSTEM AN'' WELL. AREA TO BE DISTURBED, IS APPROXIMATELY 1/4 OF AN ACRE. aEV�-`aMFN.-L SCHEDULE/SEQUEN(CE OF CIEJLRATIQNS: irbonce an s 0 n Planning Flog the limits of distu preconstruction meeting with Town of tvi e P r ni Departrnent- 2. Cut trees within the defined Clearing limits and remove the cut, wood. 3, !nstall perimeter erosion and sedimentation controls in accordance with the site development plan, 4. Chip brush and slash, stockpile chips for use on site 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 n place. No stumps shoil be buried on site, 7, Strip and stockpile organic material that is within the footprint of the drive. Surround stockpile with silt fence or staked haybales, and apply temporary seeding in accordance with recomrner-ided mixtures. Divert runoff around the perimeter of the stockpile. 8. Voke all required cuts and fills. Establish the subgrade for the driveway as required and instcH additional erosion controls as necessary, 9. Inspect perimeter erosion and sedimentation controls weekly and after rain events in excess of 0-5"_ Repair any damaged controls and provide additional erosion control devices as necessary to address areas of concentrated runoff that may develop as a result of the construction a.-tivities. The contractor shall review discharge conditions with the design engineer or the Town of Montville prior to installing additionai erosion controls. Apply water as necessary for dust control. 10. Prepare sub -base for driveway & install top course. II I Place topsoil where required and apply seed and mulch 12. Remove and dispose of all silt fence and hay bales ofter all areas nave been stabilized to the satisfaction of the Town of Montville. RESPONSIBLE PARTY FOR E&S MAINTENANCE, ROBERT G,& DIXIE L. MEYER j-FLLOWS ROAD CONNECTICUT New E-naland Wetmix (Wetland Seed Mix) Wetland S!2? i d Mix contains a wide variety of native seeds that are, suitable for most wetland restoration sites that are not permanently inundated. All species are best suited to moist disturbed ground as found in most wet meadows, scrub shrub, or forested wetland restoration areas. This mix is well suited for detention basin borders, rand the bottom of detention basins not generally under standing water. If planted during the fall months, the seed mix will germinate the following spring, During the first season of growth, severc# species will produce seeds, while other species will produce seeds after the second growing season. This mix is composed of the wetland species most likely to grow in created; restored wetlands and should produce more than 75% ground cover In two full growing seasons. -�e ,eaLn�L; The wetland seeds in this mix can be hand sown, used with c hand-held spreader, or hydro -seeded on large or hard to reach sites, as long as there is no permanent snow cover. Lightly rake to ensure proper soil -seed contact. Seeding can take place on frozen soil, as the freezing, throwing weather of late fall and late winter will work the seed into the soil. If spring conditions are drier than usual, watering may be required, if planting during the sumrne,r months, watering may be required for at least 2-3 weeks after planting to ensure germiriation, Anon -invasive annual such as winter rye may be added to the mix to obtain sail stabilization cover in the fall. Do not add annual ryegross, Kentucky Bluegrass or perennial ryegross os these species are very aggressive rand they will inhibit the growth of the wetland seeds, A light mulch of clean, weed free straw is recornmended. Rot Ac)c)licat:on I -e. 1 LB/2500 SQ. FT. (17,5 LBS/ACRE as a wet meadow seeding) j�ci -.. Fox Sedge (Carex vulpinoldea), Bearded Sedge (Carex comosa), Lurid Sedge (Carex lurida), Soft Rush (Juncus effuses), Grass-eaved Goldenrod (Eutharnia gram,nffoliG), Boneset (Eupatorium perfolicturn), Hop Sedge (Carex lupulina), Blue Vervain (Verbena hostata), Nodding Sedge (Carex gynandra), Green Bulrush (Scirpus atrovirens), Sensitive Fern (Onoclea sensibilis), Blue Flog Iris (iris versicolor), Woof grass (Scirpus cyperinus), Spotted Joe Pye weed (Eupotorium maCLdGtUM), '-Swarnp Milkweed (Asclepias incornata), Monkey Flower (Mimulus ringens), Soft -Stem Bu rush (Shoenoplectus tabernaemontani) (ex- S, voliclus), Hardstern Bulrush (Schoenopiectus acutus) (ex-Scirpus acutus), Nodding Bur Marigold (Bidens cernuo), -t top Aster (Aster umbellatus), Uncas Health DistFict SITE INVES71GATION FOR SUBSURFACE SEWAGE DISPOSAL Owner Bob Meyer Locatiom 55 Fellows Road, I lot subdivision Q22p T"t Hole Qqg�&il�gcrfpti2ns DATE: 11-24-M (Record Ali Test Holes) Test Hole # A r-0_8"Topsoil Test Hole # 8 "Topsoil Test Hole# C Test Hote # Pare Ra . to- 0-11 0-10"Topsoil 8-28" Brown fine sandy 11-25" Brown fine 10-27* Brown fine bam sandy loam sandy loam27®73" 28-W Light brow 25-72* Light brown 27-73" Light brown sand and gravel sand and gravel sand and gravel Mottling; 37' Mottling: moffling. Mottling: Test GW; GW. GW - Ledge: Ledge- Ledge: Ledge. Roots" Roots, Roots: Roots. Restrictive: Restrictive, Restrictive; Restrictive NO LE DG E Comments Groundwater Table, (Near max, below max, etc,) Below max Percolation Tint Data Date" 11-24-09 Pero # I IFPeri Rate-, Perc # Pare Ra . to- De the S.De the 48" Less than 10 mirVinch 20 lbs/in time: 10,00 am Presoak:Presoak MSMT TimeReadlng Row Rate Time Reading Time Reading --T Time Reeding 29 : 9 10 10" 1:53 1 i lei Test MSMT 3.L2 11 /2 1-57 19 4'- Excca'lva ed TI-einch 12-36 1 I (3H T BROWN 1.35 36-1108" GRE"' BROWN MEf--`iJtv1 SANDY GRAVEL NO LE DG E NO M071LING FF N/A WATER 0 92" 140 I 14 PF N/A 1:46 16" MLSS N/A 1,49 17 % -4" OF 1-114" PROCESSED TRAP ROCK AS DEFINED IN '"STATE OF ("ONNECTICUT STANDARD SPEC0CATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUC,iON` FORM 814A OR LATEST REVISION, tr IM WYA\ 8 PROCESSED GRAVEL PREPARED SUBGWE GRAVEL DRIVE WITH UPROCESSED TRAP ROCK DLUIAML NOT TG1 SCALE SILT FENCE NOT TO SCALE 36" MINIMUM LENGTH, FENCE POST, DRIVEN A VNINAUM OF 16" NTO GROUND 16" MINIMUM HEIGHT OF GEOTEXTILE: CLASS F KA i KI I" E i &A D C7 0 7'� GROUND F l -ow FLOW PERSPECTIVE VIEW 36'f MINIMUM POS -F LENGTH FLOW Fi LTER OT'H EMBED GEOIF-EXTILE CRSS F - A MINIMUM OF 8" VERTICALLY TO.INTO THE GROUND - POSTS SECTION B S E I 0:1N STAPLE P L E '01NING TWO ADJACENT S 0 1H"T r-!-- �1NAI -r---'E-,C,E SECTIONS Construction Specificatlorls FENCE POSTA�V� �MlN!1VUV 20', GROUND GROUND FENCE POST DRIVEN A MINIMUM OF 16" NTO THE GROUND CR(--`)-bS SECTION STANDARD SYMBOL SF Fence pasts shall be a minimum of 36'f long driven 1 6 11 M t n i n-) into t I, e ground. Wood posts shall be 11/2" x 11/2 square (minimum) cut, or 13/4" diorn-eter (MiN nimum.) round and shall be of sound quality hardwood, Steel posts vv` be standard T c)r U section weighting not less than 1.00 pond per linear fort. 2. Geotextile shall be fastened securely to each, fence post with wire ties or staples at top and mid-section and shall meet the following requirer-e-,S ,or Gectextile Class F, Tensile Str-enQth 50 lbs/in (min.) Test, MSMT -1309 Tensile ensile Modt-Jus 20 lbs/in (min.) Test, MSMT 5091 Row Rate 0.3 gal ft' / minute (max,,) Test, MSMT 32-22 Filtering Efficiency 75% (min.) i lei Test MSMT 3.L2 3. Where ends of geotextiie fabric cor,,e together, they shall be over. .C. -ed, Molde.--, and stapled -to Prevent- sediment bypass. 4� Silt Fence shall be inspected after each rainfaH event rind mninta'r-eC A,hen oulges c>c%--u:r or when sediment accumulation reached 50% of the. fabric elgl':t. TEST PIT OBSEJR�ATION 1-13-1987 TEST PIT #6 0-10" TOPSO::-. SANITARY DESIGN CRITERIA 10--24" LIGHT 3R'OWN FINE SANDY LOAY (BONEY) 24-104" GRED' BROWN V1 -D --"NE SAND & CGRAVL- NO EDGE 1,000 GALLON TWO COMPARTMENT SEPT: I- Bales pioced NO MOTTLING By CODE AND PROVIDED. C . C. WAT%P--P, 0 92" i lei TEST PIT #7 0- 4e TOPSO 4'- Excca'lva ed TI-einch 12-36 1 I (3H T BROWN F#NE SANDY LOAM (BONEY) 36-1108" GRE"' BROWN MEf--`iJtv1 SANDY GRAVEL NO LE DG E NO M071LING FF N/A WATER 0 92" TEST PFIF #8 0 - 12 0 P Sn-,!: - 12-36" LIGHT -3,R'OWN FINE SANDY LOAN (BONEY) 36-108" GRE"r o �ROWN MEDIUM SAND & GRAVEL N0 LEDGE MOTTLING @4'_`;;�' WATER 0 66" PERCOLATION RATE 6-150 MINJOAl- STOCKPILE 1.5"0.5"x42" STAKE DRIVEN ON DOWNSLOPE SIDE OF TRENCH EXTEND 8" OF SILTFENCE BELOW ANGLE STAKE 2' - 20' OPSLOPE SET STAKE 12" MINIMIJIM, INTO GRADE 70' 4 STAKED HAYBALES MA-( BE SUBSTITUTED FOR SILT FENCE SILT FENCE LOCATED -- 5--10' FROM TOE OF SLOPE EXISTING SUBGRADE BACK,FILLED TREN SILT FENCE rc,.b. TOE OF SLOW E APPLICATION NOT TO SCALE' STAKED HAY BALE DE -71 STARAI NDT TO SCALE HAY BALE INSTALLATION r -N I 1. Bales shall be ;,laced in la 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 excavcted the width of c bole and the length of the 'proposed barrier to c minimum 4 ' depth of I inches, 3. EaCh bale shell be securely anchored by at le=est two (2) stakes, 4, The gaps between boles shall be wedged with straw T, to preven' vycter from escaping between the i bales.- 5, The barrier sho:' be extended to such c length that the bottcrns of the end bales cre higher in elevation than the 'Lop of the lowest middle bale to assure that sediment laden run-ciff will flow either through or over the bclrrier, but not around it. K I HA'�` BAL-E NSTA LLATON lInspec 1 -- -,ode after each storm t'cn shall r�e �-r) event and irepcir or replacement shall be mode promptly as needed. 2. Clean out of aCcumL,ioted sediment beh;nd the bales is necessary if 1/2 of the original height of the bates becomes filled in with sediment, C li-IiGINAL INK MYL.4R MADE BN ERIC S.Fri 7 LOT-- i 2 " x2"x3' SANITARY DESIGN CRITERIA Stake FL 0 W A. PROPOSED THREE BEDROOM, NO TUBS GREATER THAN `1--0 r- GALLONS A 7 L C- B 1,000 GALLON TWO COMPARTMENT SEPT: I- Bales pioced REIC--:��E-D, By CODE AND PROVIDED. C . C. on the cc}rtour i lei 4'- Excca'lva ed TI-einch D, MINIMUM LEACHING SYSTEM. SPREAD Backfill STAKED HAY BALE DE -71 STARAI NDT TO SCALE HAY BALE INSTALLATION r -N I 1. Bales shall be ;,laced in la 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 excavcted the width of c bole and the length of the 'proposed barrier to c minimum 4 ' depth of I inches, 3. EaCh bale shell be securely anchored by at le=est two (2) stakes, 4, The gaps between boles shall be wedged with straw T, to preven' vycter from escaping between the i bales.- 5, The barrier sho:' be extended to such c length that the bottcrns of the end bales cre higher in elevation than the 'Lop of the lowest middle bale to assure that sediment laden run-ciff will flow either through or over the bclrrier, but not around it. K I HA'�` BAL-E NSTA LLATON lInspec 1 -- -,ode after each storm t'cn shall r�e �-r) event and irepcir or replacement shall be mode promptly as needed. 2. Clean out of aCcumL,ioted sediment beh;nd the bales is necessary if 1/2 of the original height of the bates becomes filled in with sediment, C li-IiGINAL INK MYL.4R MADE BN ERIC S.Fri 7 LOT-- i SANITARY DESIGN CRITERIA A. PROPOSED THREE BEDROOM, NO TUBS GREATER THAN `1--0 r- GALLONS A 7 L C- B 1,000 GALLON TWO COMPARTMENT SEPT: I- i TANK REIC--:��E-D, By CODE AND PROVIDED. C . C. DESIGN PERCOLATION RATE: < 10l0, 1,`N,/!N. D, MINIMUM LEACHING SYSTEM. SPREAD FF N/A PF N/A MLSS N/A V E. EFFECTIVE LEACHING AREA REQUIRED PEP ICIODE: 495 S--. N 122 HIGH BY 48" WIDE LEACHING TREN,-.H. FOR PRW-.P,/ LEACHING SYSTEM DESIGN. EFFECTIVE LEACHING AREA PROVIDED PER LF1 PER 3. 103 i:51 F. MINIMUM LENGTH OF TRENCH REQUIRED: 495 S,F./ 3.0 S.1`./L.F,=6 G. EFFECTIVE LEACHING AREA PROVIDED: 2-82.5' LONG 48" WIDE LEACHING TREI�'----iES, 2 X 8 2. 5' A X J31 S. F, F. 1+g5. .F H 100% RESERVE AREA REQUIRED AND P`v,OED. EFFECTIVE LEACHING AREA PROVIDED: 2-82.5' LONG 48" WIDE LEACHING TRENCHES, 2 X 82.5' X 3.0 S.F.A.F. 495.5.1=, APPROVED BY THE TOWN OF MONT/' .VH -LE INLAND WETLANDS COMMISSION CHAIRVAIN' DATE DETAILS & NOTES SHEET MAP -037 LOT -021 SUBDIVISION PREPARED FOR ROBERT G. MEYER DIXIE L. MEYER 55 FELLOWS ROAD MONTVILLE CONNECTICUT SCALE NTS NOVEMBER 2009 SHIEEET 3 OF 3 ' ,ego H i iEt,..€ \\� 3755 wF1 f•'fg'� '� e ti WF N / ' - LfMiT O iNLA�3 WETLANDS /0, ?6" OAK --_- it �u f NV, =_348.04 "NF 10 l VC I' �I WF1A WFETLAND # �WF'15 r� i d 2386 1 i • Jf/ I LIMIT OF it€LA �aD WETLANDS —�— � t -- T t 1 F INV, =3S2.56 PROPOSED OVERHEAD jo$ UTILITIES ES - 1 ' 4 s WF29 ` INV. =353.' 11 ' WF1 B �� 1, INSTALL STAKED `BALES OR j �� ._.,` , .. ,�� F5 SILT FENCE p_Rf0P TO CONSTRUCTION . � ��,�. / , , , INS STAKED HA`�BALES & i � -�- _ �� --�_ SILT FEt E PR!OR TO CONSTRUCTlO ~� -a r -� , � k''! 'TY POLE it_10. — fp ✓' .r 'ti V f 1 BENCHMARK / r LOAM - r REBAR 'S E7 r ` ^ �`-- _ �. _w. ,_ _ ._,� �� .� 'a _ rr1 SIGN . _ STOGKF !� FFD Et .= 363.4 a '' ✓ �__q� - �� -- ,. EW 1 PROPOSED DRIV q,, �'R p J a __;~�``J�✓ ,, b� •. _ _ ___ �� G a , _ 3.5 EXISTING G • (O I' `�F J {�O• a._. _ i_ ♦a _ s.f ��v R .t[l py ``1 --»•-- .-.. . _ . Ti f `i C'• E�� Y J \ I! { 7{--�t T P PERCOLATION HOLE r t TEST PIT ROOM s „a®"� � -- h- __...,_ � r!/ fj - `_ - 60� R;��t C _' a STAKED ? H Y S, i E 3 iR 'ILT F:�€�C TBA C 25'SI _ � ----- _ WETLAND -Ato �. 75 as i f �`\ j -- -- �' = D FOOTING DRAIN '" 1 - � PROPOSED d I � � 238. WELL VdF C r.— �� LiMI�^ OF 9NL.Al�C NETLANDS ---' - . _ - . �~& 7 l 5B 3 . �� g• 8 �� WF15C r WF18C 60 REAR i N D EXIST€NG d r HOUSE 1 40 8u ' 20 Feet t ` RuI N . EXIST€NG INK MYLAFA �- MADE BY EXiSTiNG i WELL,��° Cl;��"''�,�F " T7 � d ti LOT I 3 � — -- SITE DEVELOPMENT SHEET --~ v R3, s 4:) ' NIAP-037 LOT -021 yy T N Uw"DIVIS y PREPARED FOR Ar E'vy'r & ROBERT G. m y-,Owledge or; ,e e¢, t�, ;� �c� iS SUtstanticliy DIXIE MEYEN co,-reCt oc n:Oted, h�Yeor, 5 FELLOWS EGAD AON TVILLE CONNECTICUT _ - ERIC SEITZ LAND SURVEYING, INC. 3� SCALE C =4 NOVEMBER 9009 I ERIC SEITZ,�onnr ,S. #18856 SHEET 2 O on �-IAA t 860---, !---3,-349