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Home My WebLink About86-58 C & S Distributers Plan IZ7 9 m /? 00 "Qc. 0 PLOT PLAN LUCEK ENGINEERING ASSOC. INC. NO REVISIONS pgTE SCALE./ 51,�9 DATE 7-1,e.,g CONSULTING ENGINEERS 0 490 BUCKLAND ROAD 77:- 7/-. DRAWNA-,120 CHECKED�WZ SOUTH WINDSOR. CONN, 203-644-0550 P R 0 J E C T&-/od SHEET I I HEREBY CERTIFY THAT 'THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS SURVEY AS DEFINED IN THE EXISTING "CODE OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS", ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. -L 1 '�o be M II m _ PLOT PLAN ED BY THE CONNECTICUT j N1, —Tc SJ k LX Q- L7C. SCALE: APPROVED BY: DRAWN By A DATE: REVISED �7 0 I DRAWING NUMBER J- - j: t IN 4 8D Ile i. Z> F11 KV', Kj 4r_ a�_atl /X LEGEND We tiand Limit pe'rty Lines 'building Line - Existing Storm Sewer S T _T_ prop osed Storm Sewer %( 1-1 ary- Sew6 Existihcj Sat niL. NProposed SanitaryISewer. Existing Wat er Service. Proposed Water'Service ng :.-Hydre-int ExistI' PZWP! R�5 TO 45�F Z,0,:5,q7_-F0 Hydrant Proposed Electric, Transfbtmer y 1POGRAPHIC AND CONSERVATION P L A." 1 4% R77 LUCEK -ENGINEERING ASSOC. INC. NO. REVISIONS DATE SCALE/ 5/0 DATE7-/,?-,�),g CONSULTING ENGINEERS DRAWKA-5120 CHECKED,11t_/V,/ 490 BUCKLAND ROAD SOUTH WINDSOR. CONN. 203-644=0550- TPROJECT&-/66 I SHEET6 I HEREBY CERTIFY THAT THIS- MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-4? SURVEY AS DEFINED IN THE EXISTING "CODE OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS", ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. el �T S :.-sacvey Wi��.SlJTc' �as,,v •• LUCEK ENGINEERING' NG ASSO N0. C. INC. . - { REVISIONS CONSULTING ENGINEERS BATE SCALE/ : ��DATA 7 /8. a ` 440 BUCKLAND 86 a SOUTH W(NbSOR. C4NN. DRAWN CKEb��(/L 4 20 3.644-0550 0 m PROJECT,:! O SHEET%DFe s.. HEREBY CERTIFY THAT THIS, MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH 5 STANDARDS OF A CLASS SURVEY AS DEFINED 1N THE 'EXISTINGTHE FOR STANDARDS OF ACCURACY� OF SURVEYS "CODE OF PRACTIC ASSOCIATION OF LAND' SURVEYORS INC. AND MAPS". ADOPTED BY THE CONNECTICUT a B. PERMANENT VEGETATIVE COVER (PV) 1. DEFINITION Establ-ishment of -permanent vegetative cover on exposed soils where perennial vegetation is needed for long term protection.. 2. PURPOSE -7 To permanently stabilize. -the soil. to reduce damagis f rdmi sedimint and runoff and to enhance the environment. .3. APPLICABILITY On exposed soils that have a potential for producing sediment.and causing on or off -site damages. 4. PLANNING CONSIDERATIONS Provisions shall be made for 'surfact and subsurface drainage, as ne dad and -for disposal of runoff without causing erosion.-Facil-16. ties,may include diversions, grade stabilization structures. stream - bank �stabilizatlon or waterways. Consider establishing permanent r seeding in stages. For example, establish vegetation on'cut or fill ..slopes every.15 feet vertically or 30 feet horizontally. 5. INSTALLATION REQUIREMENTS �a. Site Preparation Grade as needed and feasible 1:6 permit the use of conventional equipment for seedbed preparation, seeding.. mulch application -and anchoring, and maintenance. All.grading should be done in accordance . with the measure for Land Grading (page 7-17). b. Seedbed Preparation (1) Apply limestone'and fertilizer according to soil tests such as those offered by the University of Connecti'cut.Soil Testing Laboratory. Soil sample mailers are available from the local Cooperative Extension Service Office. If soil testing is not feasible on small or variabl'i, sites, or where timing is critical, fertilizer may be applied at the rate of 300 pounds per acre or .5 pounds per 1,000 square feet using 10-10-10 or equivalent. In addition,'300 pounds of 38-0-0 per acre or equivalent of slow release nitrogen may be -used for topdressing. Apply ground limestone (equivalent to 50 percent .calcium,plus.magnesium oxide) as follows: -Soil Texture Tons/Ac.. 'Lbs/1000-sq. ft. Clay, clay loam and high 4- 180 organic soil Sandy loam, loam, silt loam 3 135 Loamy sand, sand 2 90 Refer to'county soil surveyreport or, so*ji ex ores at the site. (2) Work lime and fertilizer into the soil as nearly as practical to a depth of 4 inches with a disc, spring tooth harrow or other suitable equipment. The final. harrowing or discing operation should be on the general contour. Continue -tillage until a reasonably uniform,'fine seedbed .is prepared:, All but clay or silty soils and coarse sands should be rolled to firm the seedbed wherever feasible. OY Remove from the surface all stones twoAnches or larger in any dimension. Remove all other debris, such as wire, cable, tree roots.. pieces of concrete, clads, lumps or other unsuitable material.� M Inspect seedbed just before seeding. ding. If -traffic -has left the soil compacted, the area must be retitled and firmed as above. co Seeding Bates Spring seedings usually give the best results. Spring seedings .:of:all seed.mixes with legumes is recommended, however late summer seedi"gs prior to September I can be made. When crown. v c d veteh ad in late summer� at least 35 percent of the said should he hard seed (unscariffed).` The recommended seeding aates are: April.1 through June I August .15 through September'l With the exception of crown yetchi.the final sieding date may. he extended 15,days in the coastal towns of New Londani Middlesex, New Haven and Fairfield counties, d. J (1) 'Select a mixture from Figures 6-2 or 1 6-3 or use mixture recommended by the Soil Conservation Service. Inoculate all,legume.seed with the correct:type and amount of inoculant. (2):Apply seed ,-uniformly by hand, cyclone.seeder, drill, cultipacker type seeder or hydroseeder (slurry.including seed and fertilizer). Normal seeding depth is from 1/4,to 1/2 inch. Hydroseedings which are mulched may be left on soil surface. ..:(3) Where feasible; except where either a c ltipacker type ro seeder or hydseeder isused, the seedbed should be firmed following seeding operatiO"s with a roller, or light drag. Seeding operations should be an the contour. (4) Frost track seeding can be used. Frost crack seeding must be done in late winter or early -spring. Suitable weather conditions are freezing nights.and thawing days with little :;or no,snoW, cover.. Seeding rates must be increased -10* percent when,using this mettood. , .(5) ijydriul'ic application (hydrosiedlng). is a suitab-ie method or use on critical areasWhen hydroseeding, a.seedbed is . prepkied in the conventional way,7,or by hand raking to locie'n and smooth the soil and to remove surface stones larger, than six,ipches'lh.diameter. Slopes -must be no s feetharizentally to I foot steeper than 2 to.1 (2 t ' trverticilly). Lime and ferililiermay be applied SimU Itaniously with the seed. The use of fiber mul6h an critical areas is not'recommended (unless it is used to hold straw or hay). Fiber mulch does not provide'adequate seedbed protection. Better protection is gained by using straw mulch and holding.11: with adhesive materials or 500-pauhds per acre.of wood fiber -mulch. Seeding rates -must be increased 10 percent when hydroseeding. (6) Ap ply multh according to the Temporary 146iching measure (page 7-1).: (7) If seeding cannot be done within the seeding dates. use the Temporary Mulching measure -to protect the site and delay i$eedihg,until the next recommended.seeding period. 6. MAINTENANCE-. 8. Lime according to.a soil test or at a minimum of, 'every five y6irs using ar-rate of two` tons per acredw, pounds-, pir,;: 1,000 squ4refeet). b. Where grasses predominate. fertilizelaccorlding to a' -soil test or broadcast biennially, 300 pounds of 10-10-10.or equivalent Per 'acre (7,5:pounds per 1,000 square feet)., c. Wfi6re legumes predominate, fertilize according to a soil test or oadcatt every three years 300,06unds of..040-20 or equivalent r acre (7.5 pounds -'per 1,000 Square feet). I 60LJF�Ivt L6 0' �51 Ur, 0L1F5E' L.A55 A) lit, X.771, 4 qc r1T pve5 AQQ VAFY-11,16% ViK VP1 7- Q4A.� 250 �OST, 4'. cotge- 7 C4,)12P t_A I �_l 0 U (_10H6r:Te 6/urr) F-D P7A 6E E e, 51?,U rTu 0 a ow L 0AA 0 a 43 A C 09, WITH 57rAY,F_5 r- A r Ive Bale Installation at -Catch Basins DETAIL SHEET CONSULTING ENGINEERS 490 BUCKLAND ROAD SOUTH WINDSOR, CONN. 203-644-05 50 of LUCEK ENGINEERING ASSOC. INC. NO. REVISIONS DATE SCALE W1,4, DATE,?-4 —84 DRAWN/VZJO CHECKEDEU& PROJECT&-,/00 SHEETRO/C-8 I HEREBY .CERTIFY THAT THI - S- MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS :�� SURVEY AS DEFINED IN THE EXISTING "CODE OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS", ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. .......... ..