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9.a) Uptown Sewer System Master Plan, Part 4 � � � � � � � � � � � � � � � � � � � � � RAW FLOW DATA • • • • • • • • • • • • • • • • • • • � Ciry of Scandia-NIIJ03386 Appendix Uptown Wastewater System Master Plan Prepared by Bolton &Menk, /nc. � � � - � � � • Flow Data � Uptown WW System Master Plan City of Scandia,MN • BMI Project No.N11.103386 Water Use Data(From Water Meter Readings� Estimated W W Flow from Church Pump Station � Water Usc fo� Gammelgarden Scandia euildings Flowing to • Elim�utheran Church Museum Warming House Cafe/Store/Deli Voga Hus R&B Auto Community Center Schmitt Mall Total Uptown Pump 5[ation Estimated WW Volume Pumped • Total Monthly Average Total Average � Average Average Average Average Average Average Average Average Average Flow Daily Flow Estimated Monthly Daily Flow Ratio Vump Monthly Daily Flow Monthly Daily Flow Monthly Daily Flow Monthly Daily Flow Monthly Daily Flow Monthly Daily Flow Monthly Daily Flow Monthly Daily Flow Monthly Daily Flow Meter Meter Pump 1 Pump 2 Total Volume Per Flow Pump Pump Data to Meter • Month Flow(gal) (gpd) Flow(gal) (gpd) Flow(gal) (gpd) Flow(gal) (gpd) Flow(gal) (gpd) Flow(gal) (gpd) Flow(gal) (gpd) Flow(gal) (gpd) Flow(gal) (gpd) Data(gal) Data(gpd) Evenu Events Events Event(gal) Data(gaq (gpd) Flow(x:l) lanuary-04 0 0 0 0 0 141 0 pDIV/0! • February-04 18,600 600 430 14 980 32 29,600 955 100 3 300 10 0 0 7,040 227 57,050 1,840 55,640 1,795 0 141 0 0 0.0 March-04 19,700 657 420 14 0 0 29,600 987 100 3 300 10 0 0 11,920 397 62,040 2,068 61,620 2,054 0 141 0 0 0.0 � April-04 25,300 816 720 23 0 0 46,600 1,503 0 0 100 3 0 0 4,090 132 76,810 2,478 76,090 2,455 387 352 739 141 104,142 3,359 1.4 May-04 20,600 687 2,240 75 130 4 45,600 1,520 3,800 127 300 10 0 0 6,750 225 79,420 2,647 77,050 2,568 407 352 759 141 106,961 3,565 1.4 • June-04 13,200 426 2,360 76 660 21 28,100 906 600 19 100 3 0 0 5,470 176 50,490 1,629 47,470 1,531 252 126 378 141 53,269 1,718 11 July-04 16,000 533 3,800 127 440 15 30,100 1,003 300 10 200 7 0 0 5,460 182 56,300 1,877 52,060 1,735 253 127 380 141 53,551 1,785 1.0 • August-04 28,400 916 8,550 276 200 6 37,400 1,206 300 10 100 3 0 0 8,110 262 83,060 2,679 74,310 2,397 378 190 568 141 80,044 2,582 11 September-04 15,900 513 2,520 81 240 8 24,600 794 200 6 500 16 0 0 5,250 169 49,210 1,587 46,450 1,498 0 141 0 0 0.0 • October-04 16,000 533 1,440 48 30 1 2Q800 693 200 7 0 0 0 0 4,210 t40 42,680 1,423 41,210 1,374 480 241 721 141 101,606 3,387 2.5 November-04 24,400 787 1,230 40 70 2 39,300 1,268 400 13 0 0 0 0 6,740 217 72,140 2,327 70,840 2,285 365 183 548 141 77,226 2,491 1.1 • December-04 27,600 920 920 31 620 21 31,200 1,040 400 13 0 0 0 0 9,650 322 70,390 2,346 68,850 2,295 358 178 536 141 75,535 2,518 1.1 Total 225,700 7,388 24,630 804 3,370 110 362,900 ll,876 6,400 212 1,900 62 0 0 74,690 2,450 699,590 22,902 671,590 21,988 Total 652,33°� 21,406 • Avg 2Q518 672 2,239 73 306 10 32,991 1,080 582 19 173 6 0 0 6,790 223 63,599 2,082 61,054 1,999 Avg 54,361 1,946 Max 28,400 920 8,550 276 980 32 46,600 1,520 3,800 127 500 16 0 0 11,920 397 83,060 2,679 77,050 2,568 Max 106,961 3,565 • lanuary-05 18,900 630 540 18 1,930 64 22,400 747 300 10 100 3 0 0 5,790 193 49,960 1,665 47,490 1,583 2ll ll2 323 141 45,518 1,517 1.0 February-05 19,400 626 330 11 770 25 21,000 677 300 10 200 6 0 0 8,330 269 50,330 1,624 49,230 1,588 270 134 404 141 56,933 1,837 L2 • March-OS 20,100 670 450 15 10 0 24,700 823 300 10 200 7 0 0 6,520 217 52,280 1,743 51,820 1,727 301 152 453 141 63,838 2,128 11 April-05 21,500 694 610 20 10 0 33,200 1,071 300 10 7,600 245 0 0 7,780 Z51 71,000 2,290 70,380 2,270 356 179 535 141 75,394 2,432 1.1 • May-05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 141 0 0 #DIV/0! June-OS 17,400 561 1,920 62 10 0 36,300 1,171 300 10 2,500 81 0 0 5,800 187 64,230 2,072 62,300 2,010 315 159 474 141 66,798 2,155 1.1 • July-05 17,300 577 1,610 54 S30 28 36,200 1,207 600 20 2,500 83 0 0 6,980 233 66,020 2,201 63,580 2,119 328 166 494 141 69,616 2,321 1.1 August-OS 43,900 1,416 1Q500 339 1,920 62 72,600 2,342 700 23 4,300 139 0 0 6,450 208 140,370 4,528 127,950 4,127 663 338 1,001 141 141,064 4,550 1.1 • . September-OS 0 0 3,690 119 120 4 39,000 1,258 400 13 3,050 98 0 0 4,750 153 51,010 1,645 47,200 1,523 351 177 528 141 74,407 2,400 1.6 October-05 42,900 1,430 2,250 75 120 4 40,900 1,363 300 10 3,050 102 7,280 243 5,170 172 101,970 3,399 92,320 3,077 393 198 591 141 83,286 2,776 0.9 November-OS 23,800 768 1,020 33 10,700 345 35,700 1,152 400 13 1,500 48 1,000 32 0 0 74,120 2,391 61,400 1,981 334 167 501 141 70,603 2,278 1.1 • December-OS 15,500 517 800 27 4,180 139 19,600 653 200 7 1,200 40 2,400 80 19,600 553 63,480 2,116 56,100 1,570 204 103 307 141 43,263 1,442 0.8 • Total 221,800 7,258 23,180 753 18,670 608 359,200 11,718 3,800 124 26,100 849 10,680 355 71,380 2,344 734,810 24,009 682,280 22,293 Total 745,20? 24,318 Avg 20,164 660 2,107 68 1,697 55 32,655 1,065 345 11 2,373 77 971 32 6,489 213 66,801 2,183 62,025 2,027 Avg 65,893 2,153 Max 43,900 1,430 10,500 339 10,700 345 72,600 2,342 700 23 7,600 245 7,280 243 19,600 653 140,370 4,528 127,950 4,127 Max 141,06R 4,550 • lanuary-06 19,100 659 570 20 2,150 74 23,400 807 200 7 2,200 76 0 0 0 0 47,620 1,642 44,900 1,548 0 141 0 0 0.0 February-06 28,200 910 630 20 4,680 151 42,500 1,371 500 16 8,500 274 0 0 5,610 181 90,620 2,923 85,310 2,752 667 336 1,003 141 141,346 4,560 1.7 • March-06 20,700 690 320 11 90 3 25,000 833 300 10 13,100 437 0 0 4,350 145 63,860 2,129 63,450 2,ll5 294 147 441 141 62,147 2,072 1.0 April-06 16,100 519 370 12 30 1 28,400 916 200 6 14,400 465 0 0 3,460 112 62,960 2,031 62,560 2,018 297 147 444 141 62,57C 2,018 1.0 • May-06 23,900 797 1,750 SS 30 1 48,200 1,607 100 3 6,100 203 0 0 5,050 168 85,130 2,838 83,350 2,778 409 206 615 141 86,668 2,889 1.0 lune-06 20,100 648 3,980 128 30 1 50,010 1,613 800 26 13,300 429 0 0 3,920 126 92,140 2,972 58,130 2,843 364 182 546 141 76,944 2,482 0.9 • July-06 27,100 903 3,640 121 30 1 40,190 1,340 100 3 6,800 227 0 0 3,460 115 81,320 2,711 77,650 2,588 276 141 417 141 58,765 1,959 0.8 August-06 21,100 681 3,420 110 30 1 39,160 1,263 0 0 8,300 268 0 0 3,610 116 75,620 2,439 72,170 2,328 389 194 583 141 82,158 2,650 11 • September-06 7,600 245 2,510 81 280 9 38,520 1,243 100 3 12,700 410 0 0 2,840 92 64,550 2,082 61,760 1,992 316 159 475 141 66,939 2,159 11 October-06 10,200 340 1,790 60 30 1 2,836 95 0 0 10,500 350 0 0 3,130 104 28,486 950 26,666 889 279 139 418 141 58,906 1,964 2.2 • November-06 13,200 426 1,450 47 50 2 11,499 371 0 0 12,800 413 0 0 3,180 103 42,179 1,361 40,679 1,312 301 150 451 141 63,556 2,050 1.6 December-06 9,000 300 1,170 39 560 19 103 3 0 0 12,300 410 0 0 3,250 108 26,383 879 24,653 822 248 125 373 141 52,564 1,752 2.1 � Total 197,200 6,459 21,030 688 5,840 189 326,418 10,655 2,100 68 118,800 3,885 0 0 41,860 1,371 713,245 23,315 686,378 22,438 Total 812,563 26,555 Avg 17,927 587 1,912 63 531 ll 29,674 969 191 6 10,800 353 0 0 3,805 125 64,841 2,120 62,398 2,040 Avg 67,714 2,213 • Max 28,200 910 3,980 128 4,680 151 50,010 1,613 800 26 14,400 465 0 0 5,610 181 92,140 2,972 88,130 2,843 Max 141,346 4,560 January-07 9,600 331 650 22 2,170 75 0 0 0 0 7,700 266 0 0 4,090 141 24,210 835 21,390 738 10,008 294 141 0 0 0.0 � February-07 4,700 152 290 9 850 27 0 0 0 0 4,800 155 0 0 2,300 74 12,940 417 11,800 381 254 269 523 141 73,703 2,378 6.2 March-07 15,900 530 510 17 40 1 61,900 2,063 0 0 15,200 507 0 0 4,500 150 98,050 3,268 97,500 3,250 489 928 1,417 141 199,688 6,656 2.0 • April-07 9,500 306 580 19 20 1 35,600 1,148 0 0 1,700 55 0 0 2,370 76 49,770 1,605 49,170 1,586 239 462 701 141 98,787 3,187 2.0 May-07 14,800 493 2,050 68 30 1 81,300 2,710 100 3 3,300 110 0 0 3,160 105 104,740 3,491 102,660 3,422 323 604 927 141 130,636 4355 13 � June-07 8,100 261 2,730 88 0 0 0 0 0 0 1,300 42 0 0 4,910 158 17,040 550 14,310 462 367 358 725 141 102,169 3,296 7.1 July-07 21,800 727 3,120 104 60 2 28,200 940 0 0 3,900 130 0 0 3,840 128 60,920 2,031 57,740 1,925 115,145 137 141 0 0 0.0 • August-07 24,600 794 3,160 102 30 1 32,700 1,055 0 0 2,600 84 0 0 5,040 163 68,130 2,198 64,940 2,095 36,173 4 141 0 0 0.0 September-07 19,000 613 2,110 68 4,000 129 46,500 1,500 0 0 1,100 35 0 0 4,200 135 76,910 2,481 7Q800 2,284 174,462 29 141 0 0 0.0 • Oc[ober-07 19,500 650 1,950 65 30 1 43,800 1,460 0 0 700 23 0 0 4,060 135 70,040 2,335 68,060 2,269 110,718 56 141 0 0 0.0 November-07 10,700 345 620 20 80 3 22,600 729 103 3 500 16 0 0 2,240 72 36,843 1,188 36,143 1,166 30,589 43 141 0 0 0.0 • December-07 19,100 637 1,370 46 1,980 66 43,400 1,447 97 3 S00 17 0 0 4,680 156 71,127 2,371 67,777 2,259 510,637 2,147 141 0 0 0.0 Total 167,700 5,508 18,490 606 7,120 232 396,000 13,052 300 10 35,600 1,174 0 0 41,300 1,354 666,510 21,936 640,900 21,098 Total 604,983 19,871 � Avg 15,245 501 1,681 55 647 21 36,000 1,187 27 1 3,236 107 0 0 3,755 123 60,592 1,994 58,264 1,918 Avg 50,415 1,656 Max 24,600 794 3,160 104 4,000 129 81,300 2,710 103 3 15,200 507 0 0 5,040 163 104,740 3,491 102,660 3,422 Max 199,688 6,656 • • • • � • e • • • • • • • w • � • • • • • • • • • • • • � • • • • • � • • • • • • • • • • • • � � � � Flow Data • Uptown WW System Master Plan City of Scandia,MN • BMI Project No.N11.103386 Water Use Data(From Water Meter Readings) Estimated WW Flow from Church Pump Station • Water Use for Gammelgarden Scandia Buildings flowing to • Elim Lutheran Church Museum Warming House Cafe/Store/Deli Yoga Hus R&B Auto Community Center Schmitt Mall Total Uptown Pump Station Lstimated WW Volume Pumped • Total Monthly Average Total Avera�e • Average Average Average Average Average Average Average Average Average Flow Daily Flow Estimated Monthly Daily Flow Ratio Pump Munthly Daily Flow Monthly Daily Flow Monthly Daily Row Monthly Daily Flow Monthly Daily Flow Monthly Daily Flow Monthly Uaily Flow Monthly Daily Row Monthly Daily Flow Meter Meter Pump 1 Pump 2 Total Volume Per Flow Pump Pump Data to Meter • Month Row(gal) (gpd) Row(gal) (gpd) Flow(gal) (gpd) Flow(gal) (gpd) Flow(gal) (gpd) Flow(gal) (gpd) Row(gal) (gpd) Flow(gal) (gpd) Flow(gal) (gpd) Data(gal) Data(gpd) Events Events Events Event(gal) Data(gal) (gpd) Flow(x:l) lanuary-OS 10,100 348 480 17 1,260 43 ll,500 603 0 0 0 0 0 0 2,370 82 31,710 1,093 29,970 1,033 0 141 0 0 0.0 • February-08 14,300 461 630 20 1,520 49 25,100 810 200 6 10,500 339 0 0 3,890 125 56,140 1,811 53,990 1,742 151 52 203 141 28,607 923 0.5 March-OS 12,300 410 450 15 60 2 20,500 683 200 7 400 13 0 0 3,420 114 37,330 1,244 36,820 1,227 40 39 79 141 11,133 371 03 • April-OS 9,900 319 0 0 20 1 22,300 719 400 13 1,800 58 0 0 3,070 99 37,490 1,209 37,470 1,209 54 54 108 141 15,220 491 0.4 May-08 14,900 497 2,380 79 30 1 31,500 1,050 300 10 3,700 123 0 0 3,820 127 56,630 1,888 54,220 1,807 97 95 192 141 27,057 902 0.5 • lune-08 12,400 400 3,580 115 20 1 28,400 916 300 10 6,200 200 0 0 2,900 94 53,800 1,735 SQ200 1,619 95 93 188 141 26,494 855 0.5 luly-08 9,400 313 2,920 97 100 3 26,000 867 200 7 2,000 67 11,330 378 3,570 119 55,520 1,851 41,170 1,372 95 92 187 141 26,353 878 0.6 • August-OS 18,300 590 3,230 104 110 4 38,500 1,242 300 10 700 23 0 0 170 5 61,310 1,978 57,970 1,870 128 128 256 141 36,076 1,164 0.6 September-O8 19,600 632 3,660 118 500 16 36,900 1,190 500 16 1,300 42 0 0 7,630 246 70,090 2,261 65,930 2,127 110 107 217 141 30,580 986 0.5 • October-08 10,300 343 1,110 37 40 1 24,600 820 300 10 12,000 400 20,540 685 3,200 107 72,090 2,403 50,400 1,680 82 81 163 141 22,970 766 0.5 November-OS 10,700 345 890 29 50 2 20,100 648 300 10 1,300 42 3,420 110 3,090 100 39,850 1,285 35,490 1,145 56 56 112 141 15,753 509 0.4 • December-OS 13,200 440 1,410 47 1,100 37 36,400 1,213 500 17 500 17 6,610 220 4,030 134 63,750 2,125 54,630 1,821 68 68 136 141 19,166 639 0.4 Total 145,300 4,752 2Q260 662 3,550 116 310,300 10,159 3,500 115 40,400 1,323 41,900 1,393 38,790 1,271 604,000 19,791 538,290 17,619 Total 259,440 8,484 • Avg 13,209 432 1,842 60 323 11 28,209 924 318 10 3,673 120 3,809 127 3,526 116 54,909 1,799 48,935 1,602 Avg 21,620 707 Max 19,600 632 3,660 118 1,520 49 38,500 1,242 500 17 12,000 400 20,540 685 7,630 ?46 72,090 2,403 65,930 2,127 Max 36,076 1,164 • January-09 8,600 287 430 14 1,420 47 22,500 750 500 17 400 13 3,120 104 2,950 98 39,920 1,331 34,950 1,165 70 70 140 141 19,729 658 0.6 February-09 9,900 319 470 15 970 31 27,200 877 400 13 900 29 4,100 132 3,860 125 47,800 1,542 42,260 1,363 59 59 118 141 16,629 536 0.4 • March-W 10,500 350 390 13 20 1 28,100 937 300 10 24,600 820 5,020 167 4,200 140 73,130 2,438 67,700 2,257 71 68 139 141 19,585 653 03 April-09 13,200 426 730 24 20 1 32,700 1,055 400 13 2,700 87 4,840 156 4,350 140 58,940 1,901 53,350 1,721 97 100 197 141 27,762 896 0.5 • May-09 5,500 283 1,870 62 100 3 23,900 797 200 7 1,100 37 5,290 176 2,800 93 43,760 1,459 36,500 1,2ll 104 71 ll5 141 24,662 822 OJ June-09 21,400 690 6,540 211 100 3 38,100 1,229 400 13 6,100 197 10,370 335 4,180 135 87,190 2,813 70,180 2,264 186 93 279 141 39,318 1,268 0.6 • July-09 13,100 437 7,190 240 20 1 29,400 980 200 7 19,200 640 5,390 180 3,130 104 77,630 2,588 65,030 2,168 177 89 266 141 37,486 1,250 0.6 August-09 12,200 394 3,880 125 480 15 36,900 1,190 300 10 15,100 487 6,820 220 3,680 119 79,360 2,560 65,180 2,199 182 100 282 141 39,740 1,282 0.6 • September-09 10,300 332 4,040 130 3,100 100 37,400 1,206 400 13 6,700 216 7,380 238 5,560 ll9 74,880 2,415 60,360 1,947 146 135 281 141 39,599 1,277 OJ Oc[ober-09 6,570 219 1,120 37 20 1 25,500 850 300 10 1,300 43 4,220 141 3,060 102 42,090 1,403 36,730 1,224 503 502 1,005 141 141,62& 4,721 3.9 � November-09 0 0 0 0 0 0 0 0 0 0 0 0 0 141 0 0 tiDIV/0! December-09 0 0 0 0 0 0 0 0 0 0 0 0 0 141 0 0 NDIV/0! • Total 105,670 3,450 26,230 857 4,830 156 279,200 9,121 2,900 95 77,700 2,556 53,430 1,745 34,820 1,137 584,780 19,118 500,290 16,360 Total 386,41). 12,705 Avg 11,741 314 2,914 78 537 14 31,022 829 322 9 8,633 232 5,937 159 3,869 103 53,162 1,738 45,481 1,487 Avg 33,845 1,114 Max 21,400 690 7,190 240 3,100 100 38,100 1,229 400 13 24,600 820 10,370 335 5,560 179 87,190 2,813 70,180 2,264 Max 141,62£ 4,721 • lanuary-10 25,000 862 710 24 1,740 60 29,400 1,014 300 10 5,700 197 3,680 127 3,860 133 70,390 2,427 64,260 2,216 676 676 1,352 141 190,525 6,570 3.0 February-10 10,900 352 280 9 1,000 32 15,300 494 400 13 2,200 71 3,560 115 3,010 97 36,650 1,182 31,810 1,026 379 379 758 141 106,820 3,446 3.4 • March-10 9,100 303 540 18 36,320 1,211 17,200 573 400 13 4,300 143 4,420 147 3,430 114 75,710 2,524 34,430 1,148 543 541 1,084 141 152,761 5,092 4.4 April-10 14,900 481 590 19 20 1 21,700 700 800 26 5,700 184 5,250 169 9,390 303 58,350 1,882 52,490 1,693 579 586 1,165 141 164,175 5,296 3.1 • May-10 15,900 530 1,720 57 1,720 57 20,700 690 400 13 6,100 203 6,700 223 7,940 2G5 61,180 2,039 51,040 1,701 520 525 1,045 141 147,265 4,909 2.9 lune-10 18,200 587 4,700 152 0 0 24,200 781 200 6 27,200 877 4,880 157 8,990 290 88,370 2,851 78,790 2,542 767 767 1,534 141 216,176 6,973 2J • July-10 11,500 383 2,410 80 1,320 44 22,800 760 200 7 3,900 130 3,530 118 7,680 256 53,340 1,778 46,OS0 1,536 481 490 971 141 136,536 4,561 3.0 August-10 11,000 355 2,280 74 180 6 21,600 697 200 6 1,200 39 4,770 154 10,480 338 51,710 1,668 44,480 1,435 317 320 637 141 89,768 2,896 2.0 • September-10 10,200 329 1,730 56 880 28 24,700 797 300 10 1,900 61 8,180 264 5,800 284 56,690 1,529 45,900 1,481 525 458 9S3 141 138,528 4,469 3.0 October-10 8,800 293 1,200 40 1 0 17,900 597 100 3 3,300 110 8,930 298 6,190 206 46,421 1,547 36,290 1,210 377 379 756 141 106,53F 3,551 2.9 • November-10 17,700 571 940 30 100 3 19,600 632 400 13 1,430 46 5,060 163 8,580 277 53,810 1,736 47,710 1,539 0 141 0 0 0.0 December-10 10,400 347 880 29 5,390 180 13,800 460 200 7 3,970 132 5,110 170 8,150 272 47,900 1,597 36,520 1,217 0 141 0 0 0.0 . Total 138,600 4,531 ll,270 564 46,931 1,562 219,500 7,180 3,600 118 61,200 1,997 60,390 1,979 82,640 2,702 630,131 20,633 505,540 16,527 Total 1,258,867 41,193 Avg 12,600 412 1,570 51 4,266 142 19,955 653 327 11 5,564 182 5,490 180 7,513 246 57,285 1,876 45,958 1,502 Avg 120,783 3,980 • Max 18,200 587 4,700 152 36,320 1,211 24,700 797 800 26 27,200 877 8,930 298 10,480 338 88,370 2,851 78,790 2,542 Max 216,176 6,973 � • • • • • • • • • • � • e • � • • � • • � • • • • • • • • • � • • • • • • • • • • • • • • • • • • • � • • • � � � � � � � � � � � � � � � � � � � � � SAMPLING DATA • • • • • • • • • • • • • • • • � • • � C�ii1'o�Sc�andia—NI l.l03 3b'6 AppendLr 11��trni�n Wusve�rn�c r S'�'stem Ma,sier Plcnt Pre��ared hr l3niton ce M��nk. lnc�. � � � - - - - - - � � � � Sampling Data � Uptown WW System Master Plan • City of Scandia, MN • BMI Project No. N11.103386 � • Residential Nitrate+ Total 2010 Average Strength (R)or Nitrite Tank Sludge Scum Sludge& • Date Daily Flow to CBOD TSS FOG High Strength (mg/I as TKN Tota) N DO Depth Depth Depth Scum %Sludge • Sampled Source Receives Flow From Flows To Tank(gpd) (mg/I) (mg/I) (mg/I) (HS)Waste N) (mg/I) (mg/I) (mg/I) pH Temp(F) (in) (in) (in) Depth (in) &Scum • Uptown Area, Elim Church, & 10/11/2010 Uptown Pump Tank(48" Diameter) Parsonage Drainfield Tank 1 1502 294 75 HS , Uptown Area, Elim Church,& • 4/19/2011 Uptown Pump Tank(48" Diameter) Parsonage Drainfield Tank 1 1502 250 112 - HS - - - - - - - - - - - 6/1/2011 Church Tank(1,500 gai) Church Uptown Tank 1 412 - - - - - - - 0.0 8.64 64.0 30 7 0 7 24% • Uptown Area(Cafe,Store,Vet • Clinic,Salon, Mall,Auto Shop)& 6/1/2011 Uptown Tank 1(3,000 gal) Elim Church Uptown Tank 2 1502 185 128 75.7 HS <0.2 18.7 18.7 0.0 7.05 59.3 47.5 7 0 7 15% • Uptown Area, Elim Church,& • 6/1/2011 Uptown Tank 2(1,200 gal) Parsonage Drainfield Tank 1 1502 50 27 21.0 R <0.2 9.5 9.5 3.1 7.52 61.0 52.5 7 0 7 13% 6/1/2011 Parsonage Tank(1,000 gal) Parsonage Uptown Tank 2 - 156 153 97.4 HS <0.2 50.5 50.5 0.0 7.60 64.9 34.5 10 3 13 38% • 6/1/2011 Gammelgarden Tank 1 (1,000 gal) Gammelgarden Museum Drainfield Tank 1 51 97 72 11.7 R <0.2 54.4 54.4 0.5 7.88 61.0 40 7 2 9 23% • 6/1/2011 Gammelgarden Tank 2 (1,000 gal) Gammelgarden Museum Drainfield Tank 1 51 - - - - - - - - - - 40 4.5 0 4.5 11% • 6/1/2011 Community Center Tank 1(1,500 gal) Community Center Kitchen Drainfield Tank 1 180 544 250 52.8 HS <0.2 74.3 74.3 0.0 7.43 58.1 45 10.5 3 13.5 30% 6/1/2011 Community Center Tank 2(1,500 gal) Community Center Bathrooms Drainfield Tank 1 180 232 48 7.7 R <0.2 77.4 77.4 0.0 7.49 63.2 46 3 1 4 9% • 6/1/2011 Community Center Tank 3(1,500 gal) Community Center Bathrooms Drainfield Tank 2 180 - - - - - - - - - - 49.5 7 0 7 14% • 6/1/2011 Community Center Tank 4(1,500 gal) Community Center Bathrooms Drainfield Tank 3 180 - - - - - - - - - - 49.5 3 0 3 6% 6/14/2011 Drainfield Tank 1 (1,500 gal) Entire System Treatment Area 1876 1,720 277 82.6 HS <0.2 72.9 72.9 0.0 8.63 53.4 48 4 1 5 10% • 6/14/2011 Drainfield Tank 2 (1,500 gal) Entire System Treatment Area 1876 - - - - - - - - - - 48 6 0 6 13% • Residential Strength Waste Definition <=170 <=60 <=25 Typical Values <1 - 30-60 <1 6.5-7.2 48-70 � � � � � • � � � � � � � . � � � � � � � � � � � � � � , � � � � � � � � � � DESIGN FLOW CALCULATIONS • • • • • • • • • � • • • • • • • • • � • Ciry of Scandia-N71.103386 Appendix Uptown Wastewater System Master Plan Prepared by Bolton &Menk, lnc. � � � � � � • Design Flows • Uptown WW System Master Plan City of Scandia,MN • BMI Project No.N11.103386 7/10/2011 • Oriainal Svstem Desi¢n Flows • Schmitt Mall 220 gpd Voga Hus 60 gpd • R&BAuto 80gpd Scandia Store/Deli/Cafe,etc. 1,200 gpd Elim Church 300 gpd � Elim Parsonage 600 gpd Community Center 1,000 gpd • Gammelgarden 600 gpd Total 4,060 gpd . Measured Flow Data IFrom 2010 Water Meter Use Data-Averaae Dailv Flowl • Schmitt Mall 246 gpd • Yoga Hus 11 gpd R&B Auto 182 gpd Scandia Store/Deli/Cafe,etc. 653 gpd • Elim Church&Parsonage 412 gpd Community Center 180 gpd • Warming House 142 gpd Gammelgarden 51 gpd • Total 1,876 gpd • Average Daily Flow: 1,876 gpd Estimated Peak Daily Flow(4x avg): 7,503 gpd • Estimated Flows(from 7081.01301 Desian Flow/unit Number of Emolovees Estimated Flow • Flow Generator Classification Unit fg�dl Units (15 aod/each) jp,Q1 . Schmitt Mall Edward Jones Office Employee/8 hr shift 18 2 36 gpd • Developer Office Office Employee/8 hr shift 18 2 36 gpd Chiropractor Medical Office Practitioner 275 1 3 320 gpd • Scandia Hair Salon Beauty Salon Station 285 2 2 600 gpd Scandia Dental Office Medical Office Practitioner 275 1 5 350 gpd Accountan[ Office Employee/8 hr shift 18 3 54 gpd • Insurance Office Office Employee/8 hr shift 18 2 36 gpd Schmitt Mall Total 1,432 gpd • YOQa Hus Health Club/Gym Member 35 8 1 295 gpd • R&B Auto Service Station Toilet 250 1 2 260 gpd Gammel¢arden Museum Visitor Center Visitor 13 50 650 gpd • Scandia Store/Deli/Cafe.etc. Scandia Vet Clinic Medical Office Practitioner 275 1 3 320 gpd • Scandia Store&Deli Convenience Store Customer 3.5 100 3 395 gpd Scandia Cate Restaurant Meal 3.5 200 5 775 gpd • Anyo Salon Beauty Salon Station 285 1 1 300 gpd Scandia Store/Deli/Cafc.etc.7otal 1,790 gpd • Elim Church&Parsonaze Church Seat 4 350 11 1,565 gpd • Church Meal Vrepared 5 200 1,000 gpd Daycare Child 19 30 3 615 gpd • 4-Bedroom Class 1 Home Home 600 1 600 gpd Elim Church Total 3,780 gpd • Communitv Center&Warmin¢House Office Employee/8 hr shih 18 7 126 gpd • Kitchen Meal Prepared 5 220 1,100 gpd Warming House(Park) Guest 10 30 300 gpd • Communitv Center/Wartnine House Total 1,526 gpd • Total Estimated flow: 9,753 gpd InHow and Infiltratio�Estimate • Total Length of Collection Pipe: 1900 feet . Diameter of Pipe: 4 inches Eztimated I&I from Collection System: 288 gpd Total Estimated Design Flow: 10,041 gpd • • • • • • � � � � � � � � � � � � � � � � � � � � EXISTING SYSTEM EVALUATION DESIGN • � CALCULATIONS • • • • • • • • • • • • • • • • ! • � Ciry of Scaiidia—NII J03386 Appendix Uptown Wastewater Srs�em Master Plan Pr'epared by Bolton &Me�ik, hic. � � � � � � � • Existing System Evaluation&Expansion Design Uptown WW System Master Plan � City of Scandia,MN BMI Project No.N11.103386 7/10/2011 • Desi¢n Flow Information • Uptown&Church Communitv Center • Average Daily Flow: 1,502 gpd Average Daily Flow: 180 gpd Peak Daily Flow: 6,010 gpd Peak Daily Flow: 720 gpd . Parsonaae WarminQ House • Average Daily Flow: 150 gpd Average Daily Flow: 142 gpd Peak Daily Flow: 600 gpd Peak Daily Flow: 568 gpd • Gammel Garden Total Svstem • Average Daily Flow: 51 gpd Average Daily Flow: 2,026 gpd Peak Daily Flow: 205 gpd Peak Daily Flow: 7,535 gpd • Seotic&Pumo Tank Evaluation • Uotown&Church • Required Septic Tank Size: 4,507 gal(3 x daily flow) Septic Tank Volume Currently Provided: 5,700 gal(1 ea 1,500 gal,1 ea 3,000 gal,1 ea 1,200 gal) • Additional Volume Required: 0 gal • Required Pump Tank Size: 751 gal(1/2 design flow with alternating pumps) Pump Tank Volume Currently Provided: 375 gal(estimated,48"Diameter Manhole,4-k storage depth) • Additional Volume Required: 376 gal ParsonaRe • Required Septic Tank Size: 1,500 gal(Chapter 7080.1930) Septic Tank Volume Currently Provided: 1,000 gal(1 ea 1,000 gal) SAdditional Volume Required: 500 gal • Gammel¢arden Required Septic Tank Size: 154 gal(3 x daily flow) • Septic Tank Volume Currently Provided: 2,000 gal(2 ea 1,000 gal) Additional Volume Required: 0 gal • Required Pump Tank Size: 26 gal(1/2 design flow with alternating pumps) • Pump Tank Volume Currently Provided: 1,000 gal Additional Volume Required: 0 gal • Communitv Center • Required Septic 7ank Size: 540 gal(3 x daily flow) Septic Tank Volume Currently Provided: 6,000 gal(4 ea 1,500 gal) • Additional Volume Required: 0 gal • Required Pump Tank Size: 90 gal(1/2 design flow with alternating pumps) Pump Tank Volume Currently Provided: 1,500 gal • Additional Volume Required: 0 gal . WarminQ House Required Septic Tank Size: 426 gal(3 x daily flow) • Septic Tank Volume Currently Provided: 1,000 gal(assumed) Additional Volume Required: 0 gal • Required Pump Tank Size: 71 gal(1/2 design flow with alternating pumps) • Pump Tank Volume Currently Provided: 500 gal(assumed) Additional Volume Required: 0 gal • � Total Svstem Required Septic Tank Size: 6,077 gal(3 x daily flow) • Septic Tank Volume Currently Provided: 18,700 gal(all upstream capacity plus 2 ea 1,500 gal tanks at drainfield) Additional Volume Required: 0 gal � Required Equalization Tank Size: 9,042 gal([ADF+Surge Volume]x 1.2) • Equalization Tank Volume Currently Provided: 0 gal Additional Volume Required: 9,042 gal • • • • • . • • • • � • • • • • • • • • • • • • • s • • • • • • • • • • • • • • i • • • • • • • • � � � � • Existing System Evaluation&Expansion Design Uptown WW System Master Plan • City of Scandia,MN BMI Project No.N11.103386 7/10/2011 • Existin¢Dreinfield Evaluation • Current Condition-Withou[Equalization Tank(Uses Peak Dailv Flow) • Design Soil Texture:Varies,Sandy Clay Loam is Most Limiting Condition Design Hydraulic Loading Rate: 0.6 gpd/sf 0.45 gpd/sf . Minimum Treatment Area Required: 12,SSS sf with Treatment Level B OR 16,744 sf with Treatment Level C . Existing Drainfield Trench Length: 2,250 ft Existing Drainfield Trench Width: 3 ft • Assumed Drainfield Rock Depth: 12 in Existing Drainfield Trench Area: 6,750 sf • Minimum Additional Drainfield Area Required: 5,808 sf with Treatment Level B OR 9,994 sf with Treatmen[Level C • Design Flow to Additional Drainfield Area: 3,485 gpd 4,497 gpd • Mound DesiRn Design Contour Loading Rate: 6 gpd/ft 6 gpd/h • Mound Absorption Ratio: 2.7 2.6 Design Media Loading Ra[e: 1.0 gpd/sf 1.0 gpd/sf • Mound Dispersal Bed Area: 3,485 sf 4,497 sf Mound Dispersal Bed Width: 6 ft 6 ft • Drainfield Mound Length Required: 581 ft 750 ft Drainfield Mound Absorption Width: 16 ft 16 ft Maund Height 4 ft 4 ft • Mound Berm Slope: 4:1 4:1 Land Slope: 5% 5% • Total Mound Length: 615 k 784 ft Total Mound Width: 41 k 41 ft • Total Mound Area: 25,113 sf with Treatment Level B OR 32,001 sf with Treatment Level C • Additional Dreinfield Area Available for Expansion: 0 sf with Treatment Level B OR 0 sf with Treatment Level C Additional Design Flow Available for Expansion: 0 gpd with Treatment Level B OR 0 gpd wi[h Treatment Level C • • Proqosed Condition With Eaualization Tank Added IUses AveraQe Dailv Flow) Design Soil Texture:Varies,Sandy Clay Loam is Most Limiting Condition • Design Hydraulic Loading Rate: 0.6 gpd/sf 0.45 gpd/sf Minimum Treatment Area Required: 3,376 sf with Treatment Level B OR 4,502 sf with Treatment Level C • Existing Drainfield Trench Length: 2,250 ft • Existing Drainfield Trench Width: 3 ft Assumed Drainfield Rock Depth: 12 in • Existing Drainfield Trench Area: 6,750 sf • Minimum Additional Drainfield Area Required: 0 sf with Treatment Level B OR 0 sf with Treatment Level C Design Flow to Additional Drainfield Area: 0 gpd 0 gpd • Mound Desi¢n • Design Contour Loading Rate: 6 gpd/ft 6 gpd/ft Mound Absorption Ratio: 2.7 2.6 • Design Media Loading Rate: 1.0 gpd/sf 1.0 gpd/sf Mound Dispersal Bed Area: 0 sf 0 sf • Mound Dispersal Bed Width: 6 ft 6 ft Drainfield Mound Length Required: 0 ft 0 ft • Drainfield Mound Absorption Wid[h: 16 k 16 ft Mound Height: 4 k 4 ft • Mound Berm Slope: 4:1 4:1 Land Slope: 5% 5% • Total Mound Length: 0 ft 0 ft Total Mound Width: 0 h 0 ft • Total Mound Area: 0 sf with Treatment Level B OR 0 sf with Treatment Level C • Additional Drainfield Area Available for Expansion: 3,374 sf with Treatment Level B OR 2,245 sf with Treatment Level C Additional Design Flow Available for Expansion: 2,024 gpd with Treatment Level B OR 1,349 gpd with Treatment Level C • • • • • • � � � � � � � � � � � � � � � i • • • • • • • • • • � • • • • • • • • • • • • • • • • • � � � • Existing System Evaluation&Expansion Design • Uptown WW System Master Plan • City of Scandia,MN BMI Project No.N11.103386 7/10/2011 • Existin¢Dreinfield Reolacement Desi¢n • Design Flow: 2,026 gpd Design Soil Texture:Varies,Sandy Clay Loam is Most Limiting Condi[ion • Design Hydraulic Loading Rate: 0.6 gpd/sf 0.45 gpd/sf Minimum Treatment Area Required: 3,377 sf with Treatment Level B OR 4,502 sf with Treatment Level C • Mound Desi�n • Design Contour Loading Rate: 6 gpd/ft 6 gpd/ft Mound Absorption Ratio: 2.7 2.6 • Design Media Loading Rate: 1.0 gpd/sf 1.0 gpd/sf Mound Dispersal Bed Area: 2,026 sf 2,026 sf Mound Dispersal Bed Width: 6 ft 6 ft • Drainfield Mound Length Required: 338 ft 338 h Drainfield Mound Absorption Width: 16 ft 16 k • Mound Height: 4 ft 4 h Mound Berm Slope: 4:1 4:1 • Land Slope: 5% 5% Total Mound Length: 372 ft 372 h • Total Mound Width: 41 ft 41 k Total Mound Area: 15,188 sf with Treatmen[Level B OR 15,188 sf with Treatment Level C • • • • • • • • • • • • • • • • • • • • • • • • • • • • � � � � � � � � � � � � � � � � � � � � � COMPLIANCE INSPECTION FORMS • • • � • • • • • • • • • • • • • • • � City of Scandia—NI1.103386 Appendix Uptown Wastewater System Master Plan Prepared by Bolton&Menk, Inc. � � � � � � � � � � � � � � � � � � � � e • • • • • 0 • • • • • • • • • • • • • • • • • • • • � � � � � � MinnesotaPollution Compliance Inspection Form Control Agency � �`""� Existing Subsurface Sewage Treatment Systems (SSTS) 520 Lafayette Road North � St.Paul,MN 55155-4194 Doc Type:Compliance and Enfo�ement • Instructions on page 6 � Summary Forrn (Completed form must be submitted to the local unit of government within 15 days.) � Parcel number: City of Scandia Uptown WW System-See Att. � System status ❑Compliant ❑■ Noncompiiant For Local Tracking Purposes: �� (based on all compliance requirements) � -- - __ _--- Property Information � Property owner name(s): City of Scandia Property owner phone: 651-433-2274 --- ---- _ _- --- — __ • Property address: _Multiple parcels along Olinda Trail North near intersection of Oakhill Road North-See Attachment � Property owner address(if different): 14727 209th Street N.,Scandia, MN 55073 _ County: Washington _ _ Permitting authority: Washington County • Date system constructed: 1995 Reason for inspection:_City Requested _ _v__ � System Description • Brief system description: Cluster System serving several businesses and one residence in Scandia • Local permit number: _ Number of bedrooms: N/A Design flow rate: 4060 Is the system: � In Shoreland area? ❑Yes ❑■ No In Wellhead Protection Area? ❑Yes �❑ No • An U.S. Environmental Protection System serving a Minnesota Department Agency(EPA)Class V Injection Well?0 Yes ❑ No of Heath (MDH)licensed facility? ❑Yes � No • CORlp�1d1'1C@ $tdtUS(Based on state requiremenfs-additiona!loca!requirements may also apply.) � Based on the information gathered and reported on attached forms,the compliance status of this system is(check one): • ❑Certificate of Compliance-valid until(3 years from date of repo�t): • ❑■ Notice of Noncompliance-For Noncompliant systems: The reason for noncompliance is: Lack of vertical separation on drainfield SThis noncompliant system is classified as(check one below): • ❑ Imminent threat to public health&safety � Failing to protect ground water ❑ Not in compliance with operating permit • Certification • l hereby cerfify that all the necessary information has been gathered to determine the compliance status of this system. No determinafion of future system performance has been nor can be made due to unknown conditions during system construction, possible abuse of the system, inadequate maintenance, or future water usage. � Name: Brian P. Malm,P.E. Certification number: 5602 • Business license name and number: 1241 -Bolton&Menk, Inc. _ _ __ or • Name of local unit of government: Signature: Date: 6/28/11 • Required Attachments � ■❑ Hydraulic Perfo►mance ■❑Tank Integrity ❑Operating Permit Form(if appiicabie) • 0 Soil Boring Logs 0■ Soil Separation � System drawing/As-built drawing ❑Any local requirements that are different from what is required on this form � �■ Other information(list): Inspection Summary • Upgrade RequirementS(derived from Minn. Stat.§ 115.55)An imminent threat to public health and safefy(ITPHS)must be upgraded, repleced,or its use discontinued within ten months of receipt of this notice or within a shorter period if required by local ort�inance.If the system is • failing to protect ground water,the system must be upgraded,replaced,or its use discontinued within the time required by/ocal ordinance.If an existing system is not failing as defined in law,and has a/least two fest of design soil separation,then the system need not be upgraded,repaired, • replaced,or its use discrontinued,not�vithstanding any local ordinance that is more stricl. This provision does not apply to systems in shoreland areas, Wellhead Protection Areas,or those used in connection with tood,beverage,and lodging establishments as defined in law. • www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TfY 651-282•5332 or 800-657-3864 • Available in alternative fortnats • wq-wwists4-31 • 4/14/09 Page 1 oJ 8 � � � � � � � � � � � � i • ! i • s • • • • • • • s • • s • • s s • • • • • • • • • • • • • � � � � � Parcel number: _City of Scandia Uptown WW System-See Att. System status: ❑� Compliant ❑Noncompliant • (as defermined by this form) • Nydraulic PerFormance and Other Compliance - Compliance Inspection Form for Existing SSTS � • Compliance Issue #1 of 4 Date of observation: 6!1/11 and 6/14/11 Reason for observation: Compliance Inspection • This form expires upon next inspection or in three years,whichever occurs first: __ _ � Compliance questions/criteria: (Required) Verification Method'': (Optional) � ___ {Check the appropriate box1 _ _ (Check the appropriate box) • Does the system discharge sewage to the ❑Yes r❑ No �■ Searched for surface outlet • ground surface? Does the system discharge sewage to drain ❑Yes � No ❑ Performed hydraulic test • tile or surFace waters? `_ ❑■ Searched for seeping in yard • Does the system cause sewage backup ❑Yes ■�No ❑ Checked for backup in home into dwelling or establishment? — — ----- ❑ Excessive ponding in soil system/D-boxes • Do other situations exist that have the ❑Yes ❑� No potential to immediately and adversely ❑ Homeowner testimony � impact or threaten public health or safety ❑� Examined for surging in tank � electrical, unsafe covers etc.)? ____ _____ ❑ "Black soil"above soil dispersal system Any"yes"answer indicates that the system is an imminent • threat to public health and safety. ❑ System requires"emergency"pumping ------ ❑ Performed dye test � Does the system pose a threat to ground ❑Yes ❑No � Other: • water for any conditions deemed non- �tective as determined by the inspector? ___ _____ _---- _. � "Yes"indicates thaf the system Js failing to protecf ground water.If"yes';describe the condition noted: � "No standard protocol exists. This list is not exhaustive, • ----- -- -- in sequential order, nor does it indicate which combinations are necessary to make this determination. � -- � Certification • This form is to be completed and attached to the Summary Form of the Minnesota Pollution Control Agency's(MPCA)Compliance • Inspection Form for Existing Subsurface Sewage Treatment Systems.Observations, interpretations,and conclusions must be completed by an inspector. Completed form must be submitted to the local unit of government within 15 days � Property owner name(s): City of Scandia • Property address: Multiple parcels along Olinda Trail North near intersection of Oakhill Road North-See Attachment • Property owner's address(if different): 74727 209th Street N.,Scandia, MN 55073 • County: V�lashington Property owner phone: 651-433-2274_ • I hereby certify that/personally made the observations, inte►pretations, and conclusions reported on this form and that they are correct. • Name: Brian P.Malm, P.E. Certification number: 5602 • Business license name and number: 1241 -Bolton&Menk, Inc. 4 or ___ --- --- Name of local unit of government: � Signature ��-� Date: ��// � ' � • www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651•282•5332 or 800-657-3864 • Available in alternative formats • wq-wwists4-31 • 4/24/09 Page 1 of 8 • � � � � � � � � � � � � � � � � � � � � ` � � � � � � � ` � ` � � � � � � � s • • • • • • � ` � � � Parcel number: City of Scandia Uptown WW System-See Att. __� System status: ❑� Compliant ❑ Noncompliant • (as determined by this form) � • Tank Integrity and Safety Compliance- Compliance Inspection Form for Existing SSTS • Compliance Issue #2 of 4 • Date of observation: 6/1/11 and 6/14/11 Reason for observation: Compliance Inspection • This form expires on(three years): __ ____ • Compliance questions/criteria: (Required) Verification Method**: (Optional) _ (Check fhe apLar�riate boxZ__ (Check the appropnate box) � Does the system consist of a seepage pit', ❑Yes � No ❑■ Probed tank bottom cesspool,drywell,or leaching pit? � ❑■ Observed low liquid level • Do any sewage tank(s)leak below their ❑Yes ■Q No designed operating depth? ■❑ Examined construction records • If yes, identify which � Examined empty(pumped)tank sewage tank leaks. • -- --- ❑ Probed outside tank for"black soil" Any"yes"answer indicates that the system is failing to protect • ground water. ❑ Pressure/vacuum check ❑ Other: • ` Seepage pits meeting 7080.2550 may be compliant if allowed -- in ordinance by local permitting authority. _ + "No standard protocol exists. This list is not exhaustive,in sequenfial order,nor does it indicate which combinations � are necessary to make this determination. � Safety Check • 1. Are maintenance hole wvers damaged,cracked,or appeared to be structurally unsound? ❑Yes' ■�No � 2. Were maintenance hole covers replaced in a secured manner(e.g.,screws replaced)? �❑Yes ❑No' 3. Was secondary access restraint present(safety pan,second cover,or safety netting)—highly recommended. ❑Yes 0 No � 4. Are other safety/health issue present? ❑Yes` ■❑No • Explain: • "Sysfem is an imminent threaf to public hea/fh and safety. � Certification • This form is to be completed and attached to the Summary Form of the Minnesota Pollution Control Agency's(MPCA)Compliance � Inspection Form for Existing Subsurface Sewage Treatment Systems.Observations, interpretations,and conclusions must be completed by an inspector, maintainer,or service provider. Completed form must be submitted to the local unit of government within • 15 days. • Property owner name(s): City of Scandia --- .._ __— _ ____ + Property address: Multiple parcels along Olinda Trail North near intersection of Oakhill Road North-See Attachment • Property owner's address(if difierent): 14727 209th Street N., Scandia, MN 55073 • County: Washington __ Property owner phone: 651-433-2274 • I hereby certi/y that I personally made the observafions, interp�etations, and conclusions reported on this form and that they are correct. • Name: Brian P.Malm,P.E. Certification number: 5602 • Business license name and number: 1241 -Bolton&Menk, Inc. i or � Name of local unit of govemment: • Signature� ��i� Date: L�d� // • www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651•282-5332 or 800-657-3864 • Available in alternative formats • wq-wwists�-31 • 4/14/09 Poge 3 of 8 • � . � � � � w • • • • • • • • • • • • � • ` w • • � • • • • • • • • • • • • • • • • � • • • � � � � � Parcel number: City of Scandia Uptown WW System-See Att. ` System status: ❑Compliant ❑ Noncompliant • (as determined by this form) � • Soil Separation Compliance and Other Compliance- Compliance Inspection Form forExisting SSTS • Compliance Issue #3 of 4 � Date of observation: Reason for observation:___ _ This information on this form does not expire. • Compliance questions/criteria: (Required) Verification Method'`": (Optional) • (Check the appropnate boJ__, _ (Check the appropriate box) • For systems built prior to April 1, 1996, and not located in Shoreland or Welihead Protection ❑� Conducted soi!observation(s)(attach boring logs) • Area or not serving a food,beverage or ❑ Two previous verifications(attach boring logs) lodging establishmenk ❑ Other: ADoes the system have at least a two-foot • vertical separation distance from periodically - - -- - _saturated soil or bedrock? _ ❑Yes ❑ No � For non-performance systems built April 1, _ __ _ � 1996,or later or for non-performance systems located in Shoreland or Wellhead Protection Soil observation does not expire. Previous observations � Areas or serving a food, beverage or lodging by two independent parties are su�cient,unless site establishment: conditions have been altered. • Does the system have a three-foot vertical separation distance from periodically saturated � soil or bedrock?• ❑Yes ■� No • For reduced separation distance systems(i.e., "performance"systems under old 7080.0179 or " May be reduced by up to 15 percent if allowed in local • Type IV or V system under new 7080.2350 or ordinance. • 7080.2400)� "'No standard protocol exists. This list is not exhaustive, Does the system meet the designed vertical in sequential order,nor does if indicate which • separation distance from periodically saturated combinations are necessary to make this soil or bedrock?* Yes No determination. • ----- ---___ __ _---__ -.��—�__ Any"no"answer indicafes fhat the system is failing to protect � ground water. � Certification • This form is to be completed and attached to the Summary Form of the Minnesota Pollution Control Agency's(MPCA)Compiiance � Inspection Form for Existing Subsurface Sewage Treatment Systems.Observations, interpretations,and conclusions must be completed by an inspector or designer.Completed form must be submitted to the local unit of government within 15 days. • Property owner name(s): City of Scandia � ---__ ___—_ Property address: Multiple parcels along Olinda Trail North near intersection of Oakhill Road North-See Attachment � Property owner's address(ifdifferent): 14727 209th Street N., Scandia,MN 55073 ---- • County: Washington ______ Property owner phone: 651-433-2274 � !hereby certify that I personally made the observations, interpretations, and conclusrons reported on this form and that they are • con�ct. � Name: Brian P.Malm, P.E. _ _ Certification number. 5602 • Business license name and number 1241 -Bolton 8�Menk,Inc. or • Name of local unit of government: __ Signature: � Date: _�.��/ _ � • -- --__ __ —_.----- www.pca.state.mn.us • 651-296•6300 • 800-657•3864 • TTY 651-282•5332 or 800-657-3864 • Available in alternative formats � wq•wwists4-31 • 4/24/09 Poge 4 of 8 � - � � � � r � � � � i • • • • w • • • ` • • • • • • • � • • � • • • • • • � • • • • � • • � � + � � Parcel number: City of Scandia Uptown WW System-See Att. System status: ❑Compliant ❑Noncompliant -- _ _-- • (as determined by this form) � • Operating Permit Compliance and Nitrogen BMP Compliance- Compliance Inspection Form forExisfing SSTS � Compliance Issue #4 of 4 � Applicability: • Is the system operated under an Operating Permit? ❑Yes [� No If"yes",then complete item A,below � Is the system required to employ a nitrogen BMP? ❑Yes �No If"yes",then compiete item B,below • lf the answer to both questions is "no",then this form does not need to be completed. � Compliance questions/criteria: (Required) • (Check the appropriate box) • A. For systems with operating permits; Has ail the required monitoring and mamtenance taken place and does the monitoring indicate compliance with the • permit thresholds? • ❑Yes ❑No • B. For a system that has a required nitrogen reducing BMP and does not have an operating permit� Is the nitrogen BMP in-place and appears to be properly operating? ❑Yes ❑ No • Any"no"answers indicates noncompliance • Date of observation: Reason for observation: • Operating permit number: • This form expires upon next inspection or in three years,whichever occurs first: -- ---.___ ___________ —_ __. • , Certification � This form is to be completed and attached to the Summary Form of the Minnesota Pollution Control Agency's(MPCA)Compliance Inspection Form for Existing Subsurface Sewage Treatment Systems.Observations, interpretations and conclusions must be • completed by an advanced inspector,service provider, or maintainer(maintainer for holding tanks only).Completed form must be submitted to the local unit of government within 15 days. • Property owner name(s): City of Scandia � Property address: Multiple parcels along Olinda Trail North near intersection of Oakhill Road North-See Attachment � Property owner's address(ifdifferent): �4727 209th Street N.,Scandia, MN 55073 _ _ _ • County: Washington Property owner phone: 651-433-2274 • 1 hereby certify that I personally made the observations,inte�pretations and conclusions reported on this form and that they are • correct. • Name: Brian P.Malm, P.E. Certification number: 5602 Business license name and number: 1241 -Bolton&Menk, Inc. or • Name of local unit of government: _ _ -- --— � Signature: _ Date: �,��r�� • www.pca.state.mn.us • 651-296-6300 • 500-657-3864 • TTY 651-282-5332 or 800-657•3864 . Available in alternative formats • wq-wwists4-31 • 4114/09 Page 5 of 8 � � , � � � � � + � � � � � � � � � � � � � � � � � � � � � � r � � � � � ` � � � � � � � � � � , � � � � � � � � � � � � � � � � � AS-BUILT DRAWINGS OF SYSTEM FROM COUNTY • � PERMITTING FILES • • � • • • • • • • r � • • • • • • � Ciry of Scandia—N71.103386 Appendix Uptown Wastewater System Master Plan Prepared by Bolton&Menk, Inc. � � � i • � • • • • • • • • • • � • • � • • • • • • • • • � • • • • • r • • r • • • • • • • • � � � � I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ` � � � � � � � � � � � � � � � � � � � � � � � � � � � i • • � • • • • • • • • • • • • r � � � � � � � � � � � ` � � � � � � � � � � � � � � � ` � � � � � � � � � � � � � � � r � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � r � � � � ` � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � w • • • • . � � � I � I, � �� ' � � � � � � ` � � � � � � � � � � i • • • • • � � • • • • • • • • • • • � � � - - - - - - - - - - - - - - - - � - � � - - _r • �•� S . �� \. � �,q, ,-�CAPPED ANO ABUVpONED�� j� NOTES: o ! 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I , . _ j . . _ � .. . .. _......_� �. . .. . . . . � . _" _ . ..__. ._ —_._ t__.__' _'- .i . �. ._.. � • 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 - - ocswr+eo «+.w� i MEREBr CERniY RUT.His Pun w,�s vRca,u'ee UPTOWN SEPTIC SYSTEM OL.INDA TRAIL (CSAH 3) co.Mss:a..No a+Me oR�HocR�.-o�acc.suxawsar�..io*�.r 3�� t0 �6� SW of Ookhfll Rd. • . � OwL �W�W�r REciStERED PaO�ESLOw1 EnGiNEEA 1 I 'AIS��RECORD'D1IAMINC UNp[R Tr1E UNS 0�TNE STAtE 0��M'NE501� TOITZ, KING, DUVAL�, �N�]ERSON FORCEIkAIN de DRAINFlELD cHEtKEO - AND ASSOCIATES WCORPORAtf� ' , �, , ,ov �oo o •�ra� c,u+ -� u�+ . PLAN de PROFlLE 10961 • No o>�t er DESCRIP110N 031pNS �° o.re q/�ys aec.�o. i9ea� ENGWEERS•ARCHITECTS•PLANNERS sniNr a�u�, uu+vE;or� NEW SCANUTA tOWNSHIP MINNESOTA SHE�'T N0. Z OF 3 SHEET�S � '' ��. � � � 73 � � � • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • i • • • � ! • • • � � � - - � � � � � — —� • � N . • '� • `� �-6� • �g� � / .� � � �� R�RSNAM°�� __ �ET�'�,1�� ,�K�� • � \ ` `\\`�� ' 1 � _ I � • ,-�_ _ _ - - - - - - - - ; , � �z-F — � _ — \� i 1_16,. � �� —�o" Q� �"� � �1s•� ,� �—s" �-.��' Y—``� � -�-B' � � I � � 5 <) t � - � ' � � 0 30 60 � . � � SGIE IN FEET t � � ) ,- . � �, i " �, i r'' � ; � �/ � o � • I BOR q2 � � 2 - 1500 GAL SEPTIC TANKS o 9�0 / i � (FILL 7' OVER TANK) � �' .�� i INSTALI WOVEN WIRE FENCE-- � � �� C,�N%° / "�� Z5 � � (� % � �—CONST. i6' WIDE CRAVEL DRIVE ��°� � � � I �' �� •/��"� aok �3 � � ,' `� / , � �,R �, � � ' i i � �s. �� / EOR t{6 � i� Er.iST. �,�ov� �,/`�"�, /�—�� • / �s'"S � � � � � /� _ i/ i/� � j • � 164LF-DRAINPIELD, TYPICAL (SEE DET L) �• � � . . F � < � �UC ' / � �/ / / �" ��_ `� BOP bc` �j� 1�� "%�� 165LF-DRAMF�F;n ISEE DEr�iL) �..� /� / F Ep1�`�� -- � --�� / / _ / - , _ ��F � . � �� DROP BOX �iVF') '� �a- �-INS?ALL GATE w�0��-- �� -�� - g�S� � ' • V�� q�R � � � �� , �� .A�� t � e�% i"�/ � � �� \6' �TMP��\� � � � ' � � %��/ y/ / � � / � o / ^'��'� a" ,�' x0 _ / � • `I 15' � �/� Fo�E� S }� � / i- / i • o �5�� 't � /� , � _/ - \ � f�� / _ � FUTURE 60' R/W —��Z6� � � ��1�� / �� • 4' �% f�/ � � , � � , Z �� J�/ , i � � � �� p 1t�'�/ �� /� �� h � � � � � �� / �'� __i�X�St. < i " � • � J / / ' < � � NOTES: l' � �VRF� �'� - CLEAR QL TREES N17HIN FENCE AREA • �. `�� B�j. -�� - PROVIDE 1' OF FILL OVER SEPTIC TANK . �29•� A�,, / � �� - CONSTRUCt 6� THICK GRAVEL DRNE • � . / � /'�� - CONSTRUCT TEMPORARY CONSTRUCTION ��1. R' ,%"� - SEEN D kC MUL�CH ALL�DISTURBED AREAS • / / //,.�� - INSTALL INSPECTION PIGE$AT ENDS .', OF TRENCH ANp ON DROP BOXES. - PUCE STEEL FENCE POST AT ALL • j i� INSPECTION 71PE5. \ • / � �� • ' • � DESIGNED DRAWN I HEREOY CERil4l'TNi TINS PUH WI15 PRE?�ED UPTOWN SEP11C SYSIEM OLINDA TRAIL (CSAH 3� �'�MMi5510N NO � ��E��N�R W D�WECT SUGEMVISION M!0 iN1T TKDA ' ' ,oP o�.� �w�a�r REGISIERED PROiESSKRMI ENGINEER FORCEMAIN dc DRAINFlELD 300 to 1600 SW of Ockh I Rd. �Q UdDER tHE IAwS Of n�E Si�TE W'�n+E50T� ANDZASSOCIAT[5 INCOR70FATED DRAINFlEI.D PI.AN �vv�� Z � �� AIS RECOR� ORAWNCS [nUKEG • 1 CMAN DROP BO%LOC. ADO SEP71C TANK MOVE CA � SAINi PAUI. NINNESOTA ` `+0. DnTE a� DESCRIP'ION QF RENSICN$ �� s�e�s acc.rw. �962i � ENGINEERS•ARCHITECTS•PLANNERS . NEW SCANDIA TOWNSHIP MINNESOTA SHEET -N0. 3 OF •3 SHEE7'S • ` , � '7�l � �