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Home My WebLink AboutLawrence Road (17) Cl) Town ap S-0� V&U&iat c a S � 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 f�OSOR•c° TELEPHONE (860) 644 2511 December 3, 2009 Frank & Karen Demonte 190 Lawrence Road South Windsor, CT 06074 Re: Information Request for Sewer Connection Dear Mr. & Mrs. Demonte, The Water Pollution Control Authority has informed me that you are concerned that the existing sewer lateral pipe to your 190 Lawrence Road property is not located conveniently to serve the house and that the WPCA has agreed to your request to install a new sewer lateral. Attached is a plan of your property showing the existing sewer lateral in the road to your property. Please check this information and mark the plan to show where you would like a new sewer lateral to be located. We have also shown an approximate location of the well and a circle around the well with a 25' radius. Please check and confirm this location and indicate the actual well location (if known) if different than that shown. This information is required in order to meet the State Health Department requirement of a 25 foot separation distance between the well and the building sewer. Please return the enclosed plan with the information for your property to me at the address above within the next two weeks. The installation of the lateral will probably occur next spring. Thank you for your assistance in this project. If you have any questions please call me at 644-2511 ext 245 or Bobb Grillo of 644-2511 ext. 257. Sincerely, ?ffre��!Iittle, P.E. Town Engineer cc: Michael J. Gantick, P.E., Director of Public Works C. Fred Shaw, Superintendent of Pollution Control - w v.N=334.9 Approx. - v.S=333.c5' Top of Foundation V.W=333.9 BM E Elev.=3474 #'99 v. I mwrcrtvr am warm NW=334.1 Z Mog Noil Set 1' Up Door Sitl �,. Door Sill SNE7"#2095 w/Riser Elev.=34 Elev.=345.0.9 ELEV. = 341.98 345.4 Wooded 344.30 Catch Basin 34t.X l49,�..� 145SNET 34333 Grate=337 20 In v.=333.3 5255 340.3 Q Catch Basin 4,.. `P�a�;_� ;..4'iGtulti 4 7 5,, Grate=337.04 �..,., S ° �t'� 4" . _ t 26+00 Inv.SE=332.9 �. °<` x Inv.5=333.0 G W� SOR,35 ®�i, 338.3 In v.W=3,33.2 _ Pin S 300' 8 3 lnu.NW=333.1 Y� r ;S" Fo d v� N 6" �� >4 ' 34t.43 6 p0 t7- 73 6" SEAR 8" Man 343 -NS" (. EXSM 34 Foun _ /f o r .. ..r4. x Wo 33923 Mon. Post��`�:,•.., ) ' g PVC SE�M1'ER MAIN 0.30 fU NV on. `,.. Well 2.7 2 c G% Found i Stoke 18 RCP ?? . ' .? a Sprin er 33 39 t- �-) 4 \ 4 Multi crs 15" ca x 12 Twin 78a 20"f� ci ` 518" Elea=345.4 j15" ;J 12�'.. Vf ?g•R ° 3 Metal 339.3 208 339 Post 339.3 � X See 167 Wetf 338. ` 338 S For Meo: .�12" 1 tump; i v' "Stoke To Foun, 71 .7 "a+ Conc. Elea=341.31 Stake q Catch Basin 'A0jU Approx. Grate=340.32 335,5 Top of Foundation In v.S=336.5 Approx, Catch Basin Elev.=340.9 Inv.NW=336.5 of Foundotio Grate=337.76 see 1679148 :lev.=338.5 in v N=334.6 Septic For Measure Down x Conc. v.In S=334.5 In Reor To Foundation Eleu=338,71 190 LAWRENCE ROAD #140 SEWER LATERAL LOCATION See 1679149 1" = 40' DEC. 2009 For Measure flown To Foundation LAWRENCE ROAD SEWER EXTENSION ESTIMATES 8/29/2007 UNIT ESTIMATED ESTIMATED ITEM UNIT COST COST /UNIT QUANTITY NORTH EXTENSION 300' north of Vincent to just north of Cliffwood 1100 ft Survey/As-Built L.S. 15,000.00 1 15,000.00 Soil Borings L.S. 2,000.00 1 2,000.00 Erosion&Sediment Control L.S. 5,000.00 1 5,000.00 Dewaterin L.S. 5,000.00 1 5,000.00 8"Sewer Main L.F. 82.00 1,070 87,740.00 6"Lateral L.F. 44.00 420 18,480.00 Sanitary Manhole EA. 3,850.00 4 15,400.00 Gravel for Unsuitable Backfill C.Y. 22.00 800 17,600.00 Sub rade S.Y. 2.00 1,678 3,356.00 Subbase C.Y. 25.00 280 7,000.00 Processed Aggregate Base TON 27.00 604 16,308.00 Bituminous Concrete Class 1 TON 78.00 193 15,054.00 Loam &Seed S.Y. 7.00 80 560.00 Maintenance&Protection of Traffic L.S. 5,000.00 1 5,000.00 Subtotal 213,498.00 20% Misc. &Contingency 42,699.60 Total 256,197.60 SOUTH EXTENSION Spinners Run to 580'south Survey/As-Built L.S. 10,000.00 1 10,000.00 Soil Borings L.S. 1,000.00 1 1,000.00 Erosion &Sediment Control L.S. 3,000.00 1 3,000.00 Dewaterin L.S. 3,000.00 1 3,000.00 8"Sewer Main L.F. 82.00 580 47,560.00 6" Lateral L.F. 44.00 120 5,280.00 Sanitary Manhole EA. 3,850.00 2 7,700.00 Gravel for Unsuitable Backfill C.Y. 22.00 300 6,600.00 Sub grade S.Y. 2.00 800 1,600.00 Subbase C.Y. 25.00 133 3,325.00 Processed Aggregate Base TON 27.00 288 7,776.00 Bituminous Concrete Class 1 TON 78.00 92 7,176.00 Loam &Seed S.Y. 7.00 22 154.00 Maintenance&Protection of Traffic L.S. 3,000.00 t 1 3,000.00 Subtotal 107,171.00 20% Misc. &Contingency 21,434.20 Total 128,605.20 TOTAL BOTH EXTENSIONS 384,802.80 TOWN c LERK OCT 2 9 2007 Proposed Lawrence Road Project-Public Information Meeting AGENDA TOWN OF SOUTH WINDSOR 7:00 P.M. TOWN COUNCIL CHAMBERS OCTOBER 29, 2007 1. Introductions 2. Background ♦ Septic Systems ♦ Soil Conditions ♦ Street Conditions 3. Project Description ♦ Sewer System - Lateral Locations - Sewer Assessments ♦ Street/Road Improvements 4. Time Frame/Schedule for Implementation S. Questions i f 1 � M Jr` I _ a Lawrence Road sewer Assessments Aug-07 Residence #64 Front Line 225 Lateral Base Cho. Frontane Total Annual Payment(15 yrs.Ca)-6%) Rear Line 230 Frontage 227 227 $997 $1,993 7491 $10,481 $1,018 #74 Front Line 111.25 Rear Line 90 Frontage 102.75 102 $997 $1,993 3366 $6,356 $617 #96 Front Line 150 Rear Line 150 Frontage 150 150 $997 $1,993 4950 $7,940 $771 #152 Front Line 187.19 Rear Line 190.08 Frontage 188.346 188 $997 $1,993 6204 $9,194 $893 #140 Front Line 186.13 Rear Line 184.2 Frontage 185.358 185 $997 $1,993 6105 $9,095 $883 #190 Front Line 134.47 Rear Line 216.17 Frontage 167.15 167 $997 $1,993 5511- $8,501 $826 #208 Front Line 135.51 Rear Line 124.63 Frontage 131.158 131 $997 $1,993 4323 $7,313 $710 #220 Front Line 150 Rear Line 119.01 Frontage 137.604 137 $997 $1,993 4521 $7,511 $730 #232 Front Line 150 Rear Line 134.18 Frontage 143.672 143 $997 $1,993 4719 $7,709 $749 #278 Front Line 221.42 Rear Line 182.94 Frontage 206.028 206 $997 $1,993 6798 $9,788 $951 #244 Front Line 150 Rear Line 150.59 Frontage 150.236 150 $997 $1,993 4950 $7,940 $771 #256 Front Line 150 Rear Line 150 $771 Frontage 150 150 $997 $1,993 4950 $7,940 #268 Front Line 161.42 Rear Line 150 $795 Frontage 156.852 156 $997 $1,993 5148 $8,138 #279 Front Line 137.12 Rear Line 110 $694 Frontage 126.272 126 $997 $1,993 4158 $7,148 #269 Front Line 136.6 Rear Line 136.6 $726 Frontage 136.6 136 $997 $1,993 4488 $7,478 #259 Front Line 136.6 Rear Line 140 $730 Frontage 137.96 137 $997 $1,993 4521 $7,511 #249 Front Line 136.6 Rear Line 130 $717 Frontage 133.96 133 $997 $1,993 4389 $7,379 #239 Front Line 150 Rear Line 150.29 $771 Frontage 150.116 150 $997 $1,993 4950 $7,940 #225 Front Line 200 Rear Line 195 $925 Frontage 198 198 $997 $1,993 6534 $9,524 #215 Front Line 155.44 Rear Line 150.59 $781 Frontage 153.5 153 $997 $1,993 5049 $8,039 Assessment Totals $162,925 Estimate Construction Cost $384,803 Sewer Fund Capital Reserve Expenditure $221,878