The URL can be used to link to this page

Browse Search

Home My WebLink About20151983.tiff City of Greeley lmado December 18,2014 Robb Casseday Casseday Creative Designs, LLC P.O. Box 337733 Greeley, CO 80633 RE: 1510 E HWY 34, GREELEY, CO • The City of Greeley currently provides water service to the above mentioned address through a 3/4"water tap off of the 4" water main in Chestnut Avenue. If further information is needed,please let me know. kt- 'J Christine Lutz Water and Sewer Services Coordinator City of Greeley Chrissy.lutz@greeleygov.com 970-350-9810 Water and Sewer Department • 1100 10th Street,Suite 300,Greeley,CO 80631 • (970)350-9811 Fax(970)350-9805 We promise to preserve and improve the quality of life for Greeley through timely,courteous and cost-effective service. Casseday Creative Designs 1328 East 18th Street Northern Colorado Geotech Project No.271-14(Revision 1) 7. Positive drainage shall be provided to minimize surface runoff from entering the system. 8. The top of the field shall be seeded or sodded with low-water demand vegetation to control erosion and aid evapo-transpiration. Large trees or shrubs should not be planted within 6 feet of the field. 9. The completed leach field should not be paved or driven over at any time. 10. A licensed septic system installer should be chosen by the client. A list of licensed installers is available from WCHD. The installer should use best construction practices during all phases of the septic system construction. 11. Proper maintenance of the septic system will help lengthen effective life of the system. Information regarding septic system maintenance can be found through various on-line guides including the EPA manual "A Homeowner's Guide to Septic Systems". http://www.epa.gov/owm/septicipubs/homeowner_guide_long.pdf INSTALLATION INSTRUCTIONS 1. Excavation should be performed in such a way as to limit/eliminate traffic over the area of the absorption bed. 2. All wastewater lines shall be constructed of compatible pipe, primer, bonding agent and fittings. 3. Use Schedule 40 PVC pipe for all piping between the buildings and the absorption bed. 4. All system piping shall be bedded with select, granular material. Material may be on-site or imported material. 5. Compact soils around tank and distribution box to ensure piping will remain level and settlement will not create bellies within the piping. te Hl�ywA' d4 gij NHS ABSORPTION BED �� sRo0re 76 QUICK 4's(4 WIDE x19 LONG /6' PROFILE TRENCH 17 TO BE EXCAVATED 1,000 GALLON SEPTIC TANK �D-BOX (W/TRAFFIC LID) 90' CLEANOUT(TYP) EXISTING HOUSE 07 (OFFICE) EXISTING OFFICE BLDG 1e ,o (REMODELED) EXISTING SHED 2,000 GALLON SEPTIC TANK (W/TRAFFIC LID) EXISTING SHED TRUCK PARKING SI Si kJ S S 9 FUTURE SHED uac irm & S S OWNER: ENERGES SW QTR SEC 10,TOWNSHIP 5 NORTH,RANGE 65 WEST WE ARE UNAWARE OF ANY EASEMENTS OR ROW'S THAT WILL IMPACT THE LOCATION OF THE SEPTIC SYSTEM ON THE SITE BORING LOCATION PLAN N PROPOSED COMMERCIAL SEPTIC SYSTEM 1328 EAST 18TH STREET GREELEY,COLORADO FOR CASSEDAY CREATIVE DESIGNS 100 0 100 200 Project No. -� Northern 271-14 tColorado Scale: oD Other than the distances to setback objects indicated on the design documents,no other Geotech Date:12-18-14(REV.1) objects requiring setbacks from the proposed OWLS,as indicated in'Fade 30-7-1 of 295629th Street.Unit 21 Project Mgr Chapter 30 of Me Weld County Code,have been located or observed during Greeley.Colorado 80631 DML our preliminary investigation,reconnaissance or detailed soil investgation Phone: (970)506-9244 Fax- (970)506-9242 Figure No. LOG OF BORING No. 1 sheet 1 of 1 CLIENT ARCHITECT/ENGINEER Casseday Creative Designs SITE 1328 East 18th Street PROJECT Greeley, Colorado Proposed Septic System SAMPLES TESTS C O F N Z] W VJ ZW in re a F J D] Z'OW ~ 0 02 cL Oj W I 0 X Approx. Surface Elev.: 99.8 ft. 0 o m z z ?? E2 I F- FILL-Silty Sand with Gravel 0.5 Light brown, dry, loose 99.3 _ SILTY SAND WITH GRAVEL Light brown, dry, loose to medium dense 3M 96.8 BOTTOM OF BORING WATER LEVEL OBSERVATIONS Northern STARTED 10/30/14 FINISHED 10/30/14 WL None W.D. Colorado Geotech DRILL CO. Drilling Eng DRILL RIG CME-55 WL None A.B. 2956 29th Street, Unit 21 LOGGED BY JF APPROVED DML Greeley,Colorado 80631 re When Checked 3 Days A.B. Phone: 970-506-9244 Fax: 970-506-9242 NCG PROJECT NO. 271-14 LOG OF BORING No. 2 Sheet 1 of 1 CLIENT ARCHITECT/ENGINEER Casseday Creative Designs SITE 1328 East 18th Street PROJECT Greeley, Colorado Proposed Septic System SAMPLES TESTS re r O U- W WO N WW d I- �J O] KW 0 2 W �� u Approx. Surface Elev.: 99.5 ft. o o m z z F zz 2 o a I I- FILL-Silty Sand with Gravel 0.5 Light brown, dry, loose 99.0•❖••i _ SILTY SAND WITH GRAVEL Light brown, dry, loose to medium dense 3.0 96_5__ _ BOTTOM OF BORING WATER LEVEL OBSERVATIONS Northern STARTED 10/30/14 FINISHED 10/30/14 11/4‘olorado WL None W.D. Geotech DRILL CO. Drilling Eng DRILL RIG CME-55 WL None A.B. 295629th Street, Unit 21 LOGGED BY JF APPROVED DML Greeley,Colorado 80631 When Checked 3 Days A.B. Phone: 970-506-9244 Fax: 970-506-9242 NCG PROJECT NO. 271-14 LOG OF BORING No. 3 Sheet 1 of 1 CLIENT ARCHITECT/ENGINEER Casseday Creative Designs SITE 1328 East 18th Street PROJECT Greeley, Colorado Proposed Septic System SAMPLES TESTS S Zw W C Wa U �w K uJ Z wW _ = (AD m �w D o a w ❑� Approx. Surface Elev.: 99.5 ft. o o mz z ?? od =F- FILL-Silty Sand with Gravel 0.5 Light brown, dry, loose 99.0 SILTY SAND WITH GRAVEL Light brown, dry, loose to medium dense 3.0 96.5 BOTTOM OF BORING WATER LEVEL OBSERVATIONS N orthern STARTED 10/30/14 FINISHED 10/30/14 WL None W.D. Geotech DRILL co. Drilling Eng DRILL RIG CME-55 WL None A.B. 2956 29th Street,Unit 21 LOGGED BY JF APPROVED DML Greeley, Colorado 80631 When Checked 3 Days A.B. Phone: 970-506-9244 Fax: 970-506-9242 NCG PROJECT NO. 271-14 LOG OF BORING No. 4 Sheet 1 of 1 CLIENT ARCHITECT/ENGINEER Casseday Creative Designs SITE 1328 East 18th Street PROJECT Greeley, Colorado _ Proposed Septic System - SAMPLES TESTS Lil O w e w a O LL `�_'W cc W O LL' Z W w w D >0 DUI Cluj d H �O j w ❑!Y - ❑ O2 T LL 2 O Approx. Surface Elev.: 100.0 ft. o mz z ?? g od =r FILL-Silty Sand with Gravel 0.5 Light brown, dry, loose 99.5 SILTY SAND WITH GRAVEL Light brown, dry, loose to medium dense _ 5.0 95.0 5 BOTTOM OF BORING WATER LEVEL OBSERVATIONS Northern STARTED 10/30/14 FINISHED 10/30/14 WL None W.D. 1%0olorado Geotech DRILL co. Drilling Eng DRILL RIG CME-55 WL None A.B. 2956 29th Street,Unit 21 LOGGED BY J F APPROVED DML Greeley,Colorado 80631 When Checked 3 Days A.B. Phone: 970-506-9244 Far 970-506-9242 NCG PROJECT NO. 271-14 LOG OF BORING No. 5 Sheet 1 of 1 CLIENT ARCHITECT/ENGINEER Casseday Creative Designs SITE 1328 East 18th Street PROJECT Greeley, Colorado Proposed Septic System SAMPLES TESTS Lu O w wce _U LL �W K w0 re Co Ww _ = yJ m >w D o CL g Oj o¢ w Approx. Surface Elev.: 99.6 ft o o ma al- z z a ova =F- FILL-Silty Sand with Gravel 0.5 Li ht brown d . loose 99.1 SILTY SAND WITH GRAVEL Light brown, dry, loose to medium dense _ 5— tyq 16 1 SS 12 1 8.0 91.6 V1 BOTTOM OF BORING WATER LEVEL OBSERVATIONS �Northern STARTED 10/30/14 FINISHED 10/30/14 I olorado WL None W.D. Geotech DRILL co. Drilling Eng DRILL RIG CME-55 WL None A.B. 2956 29th Street,Unit 21 LOGGED BY JF APPROVED DML - Greeley,Colorado 80631 When Checked 3 Days A.B. Phone: 970-506-9244 "4 Fax:97O-5O6-9242 NCG PROJECT NO. 271-14 LOG OF BORING No. 6 Sheet 1 of 1 CLIENT ARCHITECT/ENGINEER Casseday Creative Designs SITE 1328 East 18th Street PROJECT Greeley, Colorado Proposed Septic System SAMPLES TESTS 0 >> O w F- 4 ce 2 U 0 Z Ww C K w w _ = in2) W ≥O D w dw a- o CO< wa o� - oLL z0 Approx. Surface Elev.: 99.6 ft. o mz z ?? 2 ES-! 1,c5 • FILL-Silty Sand with Gravel 0.5 Light brown, dry, loose 99.1 SILTY SAND WITH GRAVEL Light brown, dry, loose to medium dense 5.0 94._6_ 5 BOTTOM OF BORING WATER LEVEL OBSERVATIONS Northern STARTED 10/30/14 FINISHED 10/30/14 WL None W.D. tVlOr8d0 Geotech DRILL co. Drilling Eng DRILL RIG CME-55 WL None A.B. 2956 29th Street,Unit 21 LOGGED BY JF APPROVED DML Greeley,Colorado 80631 When Checked 3 Days A.B. Phone: 970-506-9244 n Fax: 970-506-9242 NCG PROJECT NO. 271-14 b O J NIA /NIA H r o 21,Xb'A / ..Z I. / C N r {h £2 W Z >, O CO z v .. A .I H Z U U u Q Z OHr y o a (r- 0 d rw NW wUpo Z I-Z W o N gj m clz C7 Q sOr oOr O ONF F-(..3 Ouse m 2 fn W r 00 Z OQ. H _ZO Nm 2 w ‹ c m � -o.$ nn OFW U' a 3 r? UE ww NONd000 0U0 D p Q ol„ 1 ON Z aci 7m dU m(7 `;e1 0 n re Lc t O� inv^mm ��0 HR (n WW co al R ZU NNCN C BOLL co Z Q w 2 r 0 O (MO Ct 0 Z > W N 0 0 Q CC— a WI0 0 w� a 0 CO Q W Q. U 0 O m O LL O E W W w g 2 a I W z a 0 O PZ H 0 R w3 w m_ w/'� w m a ` p w v, Z a' /) DO V/^/ LL 0_ wK v, X� m0 OX LL mw Q> 0 Oa M Q m El' Lill m w Ct �d� / m= 0 BL-ZL Da W H CL I H I- CO w Z U_ Z �W QO Qa Ur 7 H P Li ❑W a mm <r in a z w /i^ m y J aX 2w 0 Z J HW LL M 0 7 2 co 0 O 0 / fZ Hello