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Home My WebLink AboutSection 9 Civil Set\`\\ \ \\\ \\ \ 1 �`,\ II \\\ ‘<, \\ \'. \ \\4\ \ \ Il\ \� / \ \\\� \\ N•\\\ •\ \`�\\�\\N. atg. \•\\��\\\\ \ N \ — N \ \ \� \ `� `\ \ \ \ \ \ Gate <cl, \\\\ 0\\\\NN NNN ' \ \ / \�`\\\\1 \\N / l \\ \\ \ \ \ \ ``1 11 `�\ \ \ 1� �\ EX. CULVERTS ' \\\ 1� jl WI, ,\�. I "III `a I ik\ \ \ I1\> >/\kIl\k-21/(4.' —� 1 / °°°.' / / ///NN. — _I_/r�r / 1 II \_ \_-. i EVENT CENTER GRASS PARKING AREA (85 - 9.5' X 19' SPACES) EXISTING OVERHEAD ELECTRIC EXISTING WETLAND BOUNDARY FEMA FLOOD PLAIN ELEVATION EXISTING FENCE EDGE OF GRAVEL DRIVE BOUNDARY LINE APPROXIMATE LIMITS OF 100 YEAR FLOODWAY (PER FEMA) APPROXIMATE LIMITS OF 100 YEAR FLOODPLAIN (PER FEMA) /I / Nrr \` l(II I EXISTING 11\\ \GRADE IS 12% SLOPE DRIVEWAY \\ N:\PROJECTS\2012\12021-Gianinetti Carbondale Parcel\dwg\12021-C Base (m).dwg 4/18/2018 3:34 PM ``\` ` WIDEN EXISTING DRIVEWAY \\ \ ROAD SURFACE TO 20 FEET ALL APPROPRIATE UTILITIES SHALL BE CONTACTED PRIOR TO ANY EXCAVATION ALL DEMOLITION AND CONSTRUCTION SHALL MEET OR EXCEED THE CURRENT CONSTRUCTION AND DESIGN STANDARDS ESTABLISHED BY THE COUNTY AND BE SUBJECT TO OBSERVATION BY THE COUNTY AND THE PROJECT ENGINEER. ALL UNSPECIFIED FILL AREAS AS SHOWN ON THE SITE PLAN REQUIRE 90% MINIMUM COMPACTION TO MAXIMUM COMPACTED STANDARD PROCTOR DENSITY. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). GRADING SHALL BE SLOPED TO ENSURE DRAINAGE AWAY FROM ALL STRUCTURES IN ALL DIRECTIONS. ALL NEW BUILDING FINISHED FLOOR ELEVATIONS SHALL BE PLACED AT LEAST ONE FOOT (1') ABOVE THE 100 YEAR FLOOD ELEVATION AS ESTABLISH BY FEMA. STORM WATER DETENTION WILL NOT BE NECESSARY DUE TO THE SITES NATURAL DRAINAGE AND ITS LOCATION ADJACENT AND WITHIN THE ROARING FOR RIVER FLOOD PLAIN. <,°'\-. PROJECT DISTURBANCE IS ESTIMATED AT 0.7± ACRES. DISTURBED AREAS SHALL BE REVEGETATED WITH LAWN AND/OR REGIONAL PASTURE GRASSES, AS DESIRED. INSTALL NEW STOP SIGN AT 8TH STREET DRIVEWAY INTERSECTION `INE \111 I I ALL EXISTING AND NEW DRIVEWAY ACCESSES TO CABINS AND EVENT CENTER SHALL BE COMPLETED WITH A 20 FT WIDE GRAVELED SURFACE, EROSION AND POLLUTION CONTROL DEVICES SHALL BE PROVIDED AS NECESSARY AROUND ALL CONSTRUCTION AREAS AND EXCAVATIONS.THE ROARING FORK WETLAND BOUNDARY FLAGGED IN FIELD BY CLAFFEY ECOLOGICAL CONSULTANTS, INC. ON JUNE 20, 2017. THE NORTHERN PORTION OF THE PROPERTY LIES WITHIN THE ROARING FORK RIVER FLOOD PLAN AREA AS DESIGNATED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD PLAIN STUDY. THE ROARING FORK RIVER FLOOD PLAIN DEPICTED ON THE LATEST FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBERS 0802051856B AND 1857B (COPIES OF EFFECTED AREA ATTACHED) ARE GRAPHICALLY REFERENCED ON THESE DRAWINGS. Bo Civil Engineering cl Surveying et & Beyond CP 1t e4 Inc. 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 Engineer RELI n �Oti or Surveyor Seal z `°� 1 FO,Q TRvG:;. Client Information: GIANINETTI FAMILY PARTNERSHIP 592 COWEN DR CARBONDALE, CO 81623 000.000.0000 NORTH 100 v. 0 50' Scale. 11 — 501 CARBONDALE, CO Gianinetti Spring Creek Guest Ranch =r; )CIC) kr 41Itt Site Plan a P By APL Revision Added parcels, lineweights, cabin size and misc adjust Date 0. co z T co Lf J cD I` c0 0) PROJECT NO. 12021 FILE NAME: 12021-c base (m).dwg Designer: BDL Drafter: APL Date: 2/14/18 • Sheet Cs 1 N:\PROJECTS\2012\12021-Gianinetti Carbondale Parcel\dwg\12021-C Base (m).dwg 4/18/2018 3:34 PM 7 OVERRI AD ELECIHLC I. DoE .4 1 fl Su tank RAVER FEMA FLOOD PLAIN ELEVATION Z NEW UNDERGROUND POWER SITE / • •• Y IlQueam EX. GAZEBO LONG. SLAB Th 1 n 34 II i; N EX. STORAGE I I "1 - Carboncil IIe • II C 70 • I \ / / WETLAND LINE REMOVE & REPLACE 672 LF OF OVERHEAD POWER LINE WITH UNDERGROUND POWERLINE PER HOLY CROSS ENERGY I /Y ( I I I I I I / / POWER POLE (TYP). B 62° N 1 X63 1Hil =1"`/--'c%•-Lill` ae-_.�...-�, ... ��,=�'�^.^1- .�-�1-c: I I I I Gate <- 1 / I / I / C/L Swale 1-1/2" PURECORE WATERLINE APPROX 900 LF (4.5' PIPE COVER) F UE NEW UNDERGROUND POWER APPROX 770 LF OF TRENCH 7 APPROX 100 YR FLOOD PLAIN / 14+77 M UE M 13 Iso M FMS r Pic is 1-1/2" PURECORE WATER LINE APPROX. 900 LF Gate M 13-00 <<-1- / 1 \\ Gate \1/ DRY FIRE HYDRANT (DETAIL THIS SHEET) 1 1 1 1 Gate I NI —a— / 7+00 ,.50 / 3/4" CURB STOP & 2" SCH 80 PVC VALVE BOX PIPE & CAP (ONE PER CABIN SERVICE LINE) POWER POLE (TYP). 3/4" PURECORE WATER SERVICE (PER CABIN) N WELL PUMP CONSTRUCTION NOTES ALL INSTALLATION AND MATERIALS SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE, COUNTY REQUIREMENTS AND THE SPECIFICATIONS. 2. IF A WRE SIZE IS NOT SPECIFIED, THE CONTRACTOR SHALL PROVIDE THE WIRE SIZE AND MATERIAL REQUIRED BY THE NATIONAL ELECTRIC 3. ALL UNDERGROUND CABLE SHALL BE PLACED IN CONDUIT OR SHALL BE PLACED AT DEPTH REQUIRED BY THE NATIONAL ELECTRIC CODE AND EMBEDDED IN SAND (3 INCHES MINIMUM THICKNESS AROUND CABLE). CABLES MAY BE LAID IN THE SAME TRENCH SIDE BY SIDE. 4. WELL PUMP SHALL BE GOULD 3/4HP WETEND 7STG 4" SUBMERSIBLE 3/4HP 3/60/230 4" CP MOTOR, AQUAVAR SOLO CONTRLR 2HP KIT (1—PH IN, 3PH OUT), INSTALL HYDRO 5 GAL PRES. TANK Sc 1-1/4" CONSTANT PRESSURE KIT IN NEARBY BUILDING OR CABIN,: OR AOE. OE OE LEGEND NEW WELL 100 YR 100 YR UE EXISTING OVERHEAD ELECTRIC EXISTING WETLAND BOUNDARY FEMA FLOOD PLAIN ELEVATION EXISTING FENCE EDGE OF GRAVEL DRIVE BOUNDARY LINE PROPOSED WATER LINE EDGE OF GRAVEL DRIVE APPROXIMATE LIMITS OF 100 YEAR FLOODWAY (PER FEMA) APPROXIMATE LIMITS OF 100 YEAR FLOODPLAIN (PER FEMA) EXISTING DRIVEWAY NEW GRAVEL DRIVEWAY (20' WIDE) 0 \ OPTIONAL PUMP HOUSE Gate Gate \. I I I I I f REINFORCED CONCRETE LID 6.94 Vicinity Map 1"=2000' 24" MANHOLE RING & LID STANDARD RISER SECTION(S) 4-1/2" FTP MALE ADAPTER FOR FIRE SUCTION HOSE CONNECTION W/ CAP PER CRFPD /,\\\!�� 6' DIA PERFORATED RISER SECTION(S) 01.01.04 41 41 411 411 iff gROSOSI 41 41 4 Ili Aa - TYPICAL GRASSED ,fV?EA 6' MIN. TOPSOIL /\ NOTE: \-8" PVC SCH 80 FREE DRAIN GRAVEL THE WET WELL (SYSTEM) SHALL BE CONSTRUCTED TO PRODUCE 1,000 GALLON FOR FIRE PUMP TRUCKS. 2. BACKFILL EXCAVATION AROUND STRUCTURE WITH COMPACTED FREE DRAIN GRAVEL TO TOP OF PERFORATED SECTIONS. 3. OVERALL DEPTH, MINIMUM OF 10'. 4. PERFORATED SECTION, 8 FT. MINIMUM INTO PERVIOUS ALLUVIUM. DRY FIRE HYDRANT Vi// WET WELL PER MINUTE PAINT DRY HYDRANT RED '6134 STD STEEL OR SCH 80 PVC 6" 90° ELBOW STD STEEL OR SCH 80 PVC 8"x6" REDUCER USE WATER DEMANDS MAX. DAYS UNITS GPD TGPD PER YEAR OCCUPIED Recreational Cabin Bedrooms 12 100 Event Center - Per Person 200 5 TOTALS 12 TOTAL PERSONS SERVED DAILY AT LEAST 60 DAYS PER YEAR 1200 365 24 1000 52 2200 24 CDPHE WATER SYTEM CLASSIFICATION Max. Cabin Water Connection: 9 Event Center Connection 1 TOTAL CONNECTIONS = 10 Less than 15 service connections -OK TOTAL PERSONS SERVED DAILY 60 DAYS/YEAR = 24 TOTAL PERSONS SERVED DAILY LESS THAN 60 DAYS PER YEAR 24 1000 1024 TOTAL GALS PER YEAR 438,000 52,000 490,000 Less than 25 persons daily 60 days/yr -OK SYSTEM CLASSIFICATION: NOT A PUBLIC WATER SYSTEM (No water quality testing or treatment required) Bo Civil Engineering 'V Surveying et CP e4 InC• 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 Engineer RELI or Surveyor Seal o Client Information: GIANINETTI FAMILY PARTNERSHIP 592 COWEN DR CARBONDALE, CO 81623 000.000.0000 Aillih NORTH 801 0 v. 401 Scale. 11 — 401 CARBONDALE, CO O Gianinetti Spring Creek Guest Ranch D3 gr It rhWater & Utility Plan a P By APL Revision Added parcels, lineweights, cabin size and misc adjust Date 4/18/18 PROJECT NO. 12021 FILE NAME: 12021-c base (m).dwg Designer: BDL Drafter: APL Date: 2/14/18 Sheet C.2 N:\PROJECTS\2012\12021-Gianinetti Carbondale Parcel\dwg\12021-C Base (m).dwg 4/18/2018 3:34 PM Bo Civil Engineering V Surveying & Beyond CD6 'or. e • re ee ed jne• 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 Engineer //1110-/�� ,' �� 6o� �^ ` �`� N ' /� - `� J ( t r p��` �/ �� , 1---.......,7` \ X I i ( / , \ �' /\ '/per �, \ Z °F --'�� `►/ ` �► 0L=1=h1� FEMA FLOOD PLAIN STYROFOAM INSULATED FIBERGLASS LID WITH STAINLESS STEEL BOLTS AND URETHANE GASKET �' ORENCO 6402 TWO (2) -ZONE DISTRIBUTION VALVE GRD WATER SITE EVALUATION OWTS NOTES 1 • ALL CONSTRUCTION SHALL BE IN A ACCORDANCE WITH CDPHE REGULATION #43 ONSITE WASTEWATER TREATMENT SYSTEM REGULATION (OTWS), MOST CURRENT EDITION AND TEST HOLE 1 SURFACE LOCAL AGENCY REQUIREMENTS WHICH MAY OR MAY NOT SPECIFICALLY BE NOTED ON THE DRAWINGS. THIS DRAWING IS NOT AN OWTS PERMIT. A PERMIT MUST BE OBTAINED FROM THE APPROPRIATE LOCAL AGENCY. THE ENGINEER MUST OBSERVE THE CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE A LETTER OF INSPECTION AS REQUIRED BY THE LOCAL GOVERNING AGENCY. THE CONTRACTOR SHALL REQUEST FOR INSPECTION AT LEAST 48 -HOURS PRIOR TO THE SCHEDULED TIME OF BACKFILLING. 2. DEMAND CALCULATIONS (SEC.43.6.A.4.(1)) 1. SITE AND SOIL EVALUATIONS WERE PERFORMED BY: BRUCE D LEWIS, PE BOUNDARIES UNLIMITED INC. 923COOPERAVE STE201 GLENWOOD SPRINGS, CO 81601 I r / / �\ \\ \\ , \/(c� / �'OSQIL� �\^� '�� \/\ /\ i\�. I / \\\ ��, /,�� V �'TOPSQIL� \�� \ /\ /\ i\�: „=„=u-1 Scale: 1" = 50' CARBONDALE, CO CD 0 Gianinetti Spring Creek Guest Ranch �CD hoe y . dll=b OWTS Plan a ci le > 11-tt-� PVC ENCLOSURE TO ABSORPTION 2.A. SIX 1 BDRM & THREE 2-BDRM CABINS AND A 200 PERSON EVENT CENTER (MOSTLY WEDDINGS) WITH MOUNDED DOSING AND TREATMENT LEVEL 1 (TL1) AVERAGE DAILY WASTEWATER FLOW (ADWF): 2.B.1. CAMPGROUND CABINS WITH KITCHENETTE AND NO LAUNDRY, DISPOSAL, OR DISHWASHER: 970.945.5252 - Revision Added parcels, lineweights, cabin size and misc adjust - - - - - 2. EVALUATION DATE(S): OCTOBER 11, 2017. - D - - - - - - ��'(� .t,; / / 3a I �� N ELEVATION hlii ,�� ► ''�� I'� 2��► FIELDS - C J CO - - - - - - LCA CC) ----_ C�,I,LLI,2.B. TABLE 6.2 - TRAVEL TRAILER PARKS WITH INDIVIDUAL WATER & SEWER HOOKUP: 50 gpdc ADWF = 50 gpdc " 12 BDRMS * 2 PERSONS/BDRM = 1,200 gpd 2.6.2• EVENT CENTER W/RESTROOMS: FROM Sheet C.3 �" 3. PERCOLATION (PH) TESTS RESULTS: - - / �� o 6��1 ._ F x E N .` I • + PERC HOLE #1 - 6.7 MPI - _ PUMPS Distribution GRAVEL BASE Valve PERC HOLE #2 15.0 MPI PERC HOLE #3 - 8.6 MPI - GRD WATER 5 2 FT DEPTH - TABLE 6.2 - FACILITIES WITH SHORT-TERM OR TRANSIENT VISITORS: 5 gpdc (Facility events restricted to 1 event per two consecutive days) ADWF = 5 gpdc * 200 PERSONS =1,000 gpd; EFFECTIVE ADWF = STORED ADWF DOSED OVER 2 (OR MORE) DAYS = 1,000 gpd / 2 days = 500 gpd TOTAL ADWF = CABINS ADWF + EVENT CENTER ADWF = 1,200 gpd + 1000 gpd = 2,200 gpd OR EFFECTIVE TOTAL ADWF = CABINS ADWF + EVENT CENTER EFFECTIVE ADWF = 1,200 gpd + 500 gpd = 1,700 gpd 3. SEPTIC TANK (SEC.43.9.B.2.b) 3.A. SIX 1 BDRM & THREE 2-BDRM CABINS AND A 200 PERSON EVENT CENTER (MOSTLY WEDDINGS) TANKS SIZED TO PERMIT DETENTION OF WASTEWATER DESIGN FLOW FOR A MIN OF 48 HOURS 3.B. CAMPGROUND CABINS 3.B.1. 48 HR DENTENTION VOL = 1,200 gpd " 2 DAYS (48 HRS) = 2,400 GALS. FIRST COMPARTMENT/TANK MIN. VOL = 50% " 48 HR DENT. VOL = 50% " 2,400 GALS = 1,200 GALS (USE 1,500 GAL SINGLE COMPARTMENT TANK FIRST TANK IN SERIES) SECOND COMPARTMENT/TANK MIN VOL = 48 HR DENT VOL TANK FIRST TANK VOL = 2,400 GALS 1,500 GALS = 900 GALS (USE 1,000 GAL SINGLE COMPARTMENT TANK EQUIPED WITH EQUIPED A DOSING PUMP STATION SECOND TANK IN SERIES) 3.C. EVENT CENTER (USE LIMITED TO NOT MORE THAN ONE EVENT PER TWO CONSECUTIVE DAYS) 3.0.1. ADWF = 5 gpdc " 200 PERSONS = 1,000 gpd; EACH DOSING PER DAY DAYS = 1,000 gpd/2 days = 500 gpd 48 HOUR DENTION VOLUME = 1,000 gpd * 2 DAYS (48 HRS) = 2,000 GALS FIRST COMPARTMENT/TANK MIN. VOL = 50%* 48 HR DENT. VOL = 50% " 2,000 GALS = 1,000 GALS SECOND COMPARTMENT/TANK MIN VOL = EVENT MAX VOL = 1,000 GALS (USE ONE 2,000 GAL TWO EQUAL SIZE COMPARTMENT TANK EQUIPED WITH A DOSING PUMP STATION; PUMP DOSING SHALL BE LIMITED TO PUMP NOT MORE 500 GALLONS PER 24 HOURS DAY) 4. ABSORPTION AREA CALCULATIONS 4.A. GROUNDWATER WAS ENCOUNTERED AT SIX FEET; FLOOD PLAIN ELEVATION APPROXIMATELY 24" BELOW EXISTING GROUND SURFACE; GOUND SURFACE IS RELATIVELY FLAT LESSTHAN 2 °� THEREFORE, THE ABSORPTION FIELD Y TEMSHALL BE A PRESSURE ED SHALLOW GRAVELLESSCHAMBER SYSTEM IN 0�, 0SYSTEM SSU OS S 0 S S A BED CONFIGURATION. SOILS REVIEWED BY BOUNDARIES UNLIMITED, INC ON. AND HP KUMAR, INC, WERE FOUND TO BE TO BE SLIGHTLY SILTY SANDS & GRAVELS WITH PERCOLATION RATES RANGING BETWEEN 6.7 AND 15 MINS PER INCH. PERCOLATION TESTS WERE ALSO COMPLETED IN TWO 10 FT X 10 FT X 3 FT MOUNDED FILL AREAS (LIGHTLY COMPACTED) USING NEARBY EXCAVATED SILTY SANDS & GRAVELS FOR THE FILTER MATERIAL RESULTING PERCOLATION RATES OF 9.5 AND 14.6 MINS PER INCH. THE SYSTEM WILL BE OVERSIZED TO ALLOW FOR POSSIBLE FILTER MATERIAL AND BACKFILL COMPACTION IRREGULARITIES AND HAS BEEN DESIGNED FOR A TREATMENT LEVEL 1 LONG TERM ACCEPTANCE RATE (LTAR) OF 0.60 gpd/SF (PER TABLE 10-1) 4.B. MINIMUM SOIL TREATMENT AREA A: (SEC.43.10.C.4) A = EFFECTIVE TOTAL ADWF 1,700 gpd 2,500 SF LTAR 0.80 gpd/SF SIZE ADJUSTMENT FACTORS: PRESSURE DOSING = 1.0; CHAMBERED BED = 0.7 (PER TABLE 10 2 & 10 3) A, adj = 2,500 SF " 1.0 * 0.7 = 1,750 SF ABSORPTION AREA WILL BE DIVIDED INTO TWO 875 SF, 12 -FT WIDE BEDS SERVICED WITH ALTERNATING DOSING VALVE. INFILTRATOR QUICK4: 875 SF / 12 SF/UNIT = 76 UNITS PER BED CONFIGURATION TOTAL UNITS = 152 OR ADS BIODIFFUSER (STD): 875 SF / 18.75 SF/UNIT = 48 UNITS PER BED CONFIGURATION TOTAL UNITS = 96 / %= ��=- \'" \ e -� / \ o / i I � \ / 1" GN /SpA PERC HOLE #4 - 7.5 MPI - g / / /� / / ( x v i ��j �� ,y ( c\lc0 601 .0-c,'P`'`' ' . OWN C.. 610 F x a , A ' � CDPHE APPROVED WATERTIGHT 2,000 -GAL PRECAST CONCRETE DUAL 1,000 -GAL CHAMBER SEPTIC TANK WITH DOSING PUMP PACKAGE (SEE DETAIL). 18" MINIMUM COVER a� 4 v / t - - % , qO \ CONSLAB `, �_/ 1 --1 \� _.. FLUSH VALVE ASSEMBLY, TYP. EX ft..., (4 PER BED) / / i ' \:'i �C� STORAGE \ ` _ I _ / �` _ �� ^� 'Osa °j��1-1/4" SCH.40 PVC DISTRIBUTION �A /: n 0 /s?s /0.0, °UNIT N WETLAND LINE •`� '; e t s`4'�Np°sFa sO9 LATERAL PIPE, TYP. / I k ��, ��., '°65's (6'10) � \� / INSPECTION PORT, TYP. (4 PER BED) ��:'i �s 1-1/2"x1-1/4" SCH.40 PVC REDUCER, . ,. �•; �� >' �� P. (4 PER BED) '-',. �� -.,k,* �. e, / �' = / '' �� •' •�` ••�' �� 'e, ��.>/� � �.`� " 1-1/2 0 SCH.40 PVC / o �� ,a� �e DISTRIBUTION LINES & •. 7 } -1,,:•.- ,;�°� �� / / �, MANIFOLD, TYP. m �% o / I /^� 3O • \ / ® / SET DISTRUBUTION VALVE 0.25' / eI X03•0 F86 1 ` I x (o° / I - J PERC HOLE #5 8.6 MPI PERC HOLE #6 6.7 MPI AVG = 8.9 MPI 4. SOIL TYPE = 1 (TABLE 10-1) BASED ON PERCOLATION TEST & SOIL EVALUATION. TREATMENT LEVEL 1 LTAR= 0.80 gals/day/sq.ft. -SILTY SANDY _ - GRAVELS - - WITH - - COBBLES - SILTY SANDY _ - GRAVELS - WITH - - COBBLES - - - - - - - Scale: N.T.S. IRRIG. VALVE BOX 1"0 BALL VALVE THREATdASSEMBLY 5. SETBACK REQUIREMENTS FOR A TREATMENT LEVEL 1 STA TRENCH/BED, UNLINED SAND FILTER OR SEEPAGE PIT (PER TABLE 7-1) AND AN _ _ - - - _ v yw ` 1"X 1/2" PVC •4. • :; ° _ EFFECTIVE TOTAL ADWF=1,700 GPD: 5.A. SPRING OR WELL=100' _ _ _ _ _ 5.B. POTABLE WATER SUPPLY LINE=25' - - 5.C. POTABLE WATER SUPPLY CISTERN=25' _ - - S.D. DWELLING=20' - - 5.E. PROPERTY LINE, PIPE OR LINED IRRIGATION DITCH S.F.INTERMITTENT IRRIGATION LATERAL, INFILTRATION STRUCTURE=25' Site &Soils Evaluation REDUCER `� 1 1/2"H PVC ELBOW 1-1/2"0 PVC DISTRIBUTION PIPE Flush Valve 5.G. LAKE, WATER COURSE, IRRIGATION DITCH, STREAM OR WETLAND=50'. (DISTANCE REDUCED WITH PVC LINER BARRIER) 5.H. DRY GULCH, CUT BANK OR FILL AREA=25' 5.1. SEPTIC TANK= 5.J. RESTRICTIVE LAYER OR GROUNDWATER (VERTICAL): 3' (TREATMENT LEVEL 1, PRESSURE DOSING) 3. SETBACK REQUIREMENTS FOR THE SEPTIC TANK SHALL BE (PER TABLE 7-1): 3.A. SPRING OR WELL=50' 3.B. POTABLE WATER SUPPLY LINE=10' 3.C. POTABLE WATER SUPPLY CISTERN=25' 3.D. DWELLING= 3.E. PROPERTY LINE, PIPE OR LINED IRRIGATION DITCH -10' 3.F. INTERMITTENT IRRIGATION LATERAL, INFILTRATION STRUCTURE=10' 3.G. LAKE WATER COURSE, IRRIGATION DITCH, STREAM OR WETLAND=50' 3.H. DRY GULCH, CUT BANK OR FILL AREA=10' 3.1. STA TRENCH/BED, UNLINED SAND FILTER OR SEEPAGE PIT=5' 4. SEPTIC TANKS &RISERS (AND ALL JOINTS) MUST BE WATERTIGHT TO PREVENT GROUNDWATER INFILTRATION DUE TO HIGH GROUNDWATER AND FLOOD PLAIN ELEVATION I SEPTIC TANK (EMPTY)BUOYANCY VALLEY PRECAST TANKS (GAL'S) 2000 TANK LENGTH (ft) 13.50 TANK WIDTH (ft) 6.50 TANK HEIGHT (ft) 5.67 Exterior tank Volume (CF) 497.3 water weight (lb/CF) 62.43 deplaced water weight (lbs) 31,043 Tank Weight lbs 21,150 (lbs) Add'n weight to Balance (lbs) 9,893 Native soil backfill densitylbs CF 90 (lbs/CF) ) depth of soil backfill over tank (in)18 p Calc Weight of native soil backfill (lb) 11,846 OK Note: assumes max water table at top of tank. Scale: N.T.S. \ CALCULATIONS 1500 1000 11.00 9.25 5.67 5.00 5.67 5.67 353.2 262.1 62.43 62.43 22,052 16,362 14,360 11,535 7,692 4,827 90 90 18 18 8,415 6,244 OK OK / >, a 60°' C/L Swale .. .• L FM ABOVE DISTRIBUTION LATERAL PIPES / 0 I I FOR PIPE DRAINAGE °� Existin �� i II �� / 9 i Volleyball 2" 0 SCH 40 PVC OR PURECORE PIPE ) o i� ' -- Field APPROX. 200 LF (4' PIPE COVER)� /� i APPROX 100 YR / I i // FLOOD PLAIN -��1 ) / / / LL .....,,..\ ll` J/r / � % ' } / / V / / / �� / /o \ / / _ / x� / \ /• 1 / / I r N, x o ` / G J / J I� F pL• 2" 0 SCH 40 PVC OR PURECORE PIPE , / � ` Gate 4 Scale: N.T.S. ATTACH REMOVABLE CAP OR THREADED CLEANOUT ASSEMBLY. INSTALL MARKER IF CAP IS TO BE BURIED. FINISH GRADE F M � �_ � f1 t� APPROX. 600 LF (4' PIPE COVER) \ \ _- C M FM -�j/ ./ o° / ----.44a M FM , - I / L o ` I' �, co \ ` ...---\ $ / ' I M / i I I I X �\ \\/7 �� 4" OR 6" PVC WYE �� ISI I - \\ \ 4" OR 6" 0 PVC RISER I I I 1 I `� CDPHE APPROVED 1,000 GALLON ^ Gate 1 ONE -COMPARTMENT PRECAST \\ x X I °, a•�x 2, ^° CONCRETE SEPTIC TANK W/ HIGH O 1 HEAD \OSI G PUMP \ ► I I , \ \ \\ 45OR 6"0ND I / I \ I \ N o� 1-1/2" o OR 1 1 \ 6 FM - ` , , 0 SCH 40 PVC CDPHE APPROVED 1,500 -GALLON PURECORE PIPE SINGLE COMPARTMENT PRECAST APPROX. 35 LF / CONCRETE SEPTIC TANK Gate / r / c N\ /� ° , FLOW ii IIS 4' OR 6"0 PVC SEWER Cleanout LINE LEGEND lc lad / I \ / %/ / H X06°A� >�• v r\ v (5) N.T.S. \ �o.S° ` I O I A @V b� \ r /Scale: INV. 6100.7111111%,.....�� °^o �` � of of EXISTING OVERHEAD ELECTRIC EXISTING WETLAND BOUNDARY / „00 1+5° o^ max I ,S . y -Ex 6101.6- - m ° O ) / • 4" •0 PVC SDR35 @ 1 % X----_(______, �� e,� a `,� / ,� FEMA FLOOD PLAIN ELEVATION STYROFOAM INSULATED FIBERGLASS LID STAINLESS STEEL BOLTS AND URETHANE GASKET WITH CHECK VALVE ioo vR 100 YR EXISTING FENCE x x �+ 3.°° 67o MIN SLOPE (PER CABIN) .(<1«• EDGE OF GRAVEL DRIVE ^ LF @ %35 ' \ / ` _=5p 9'°° \ ` l `per ../ \ ` / \ -• / • Q ' / / / 1\\ aQ \ \ m� \° L / / ��\\o / �� / / - -• / ``Y °F\ �� \\ / \\ J 1 / `\ �\ �� m o \ I \ / ✓ \\`-. \ \ \ \ \ \, / ^ ( \``\ \ _ ✓� I , / / / �� ` �`� \ �� ` \` / / / / / / / � `�, -ii,' 1 �� \�` I t - J" l �// �_ '�� ,,�"�` ° ill, . ' e h ` \ 0 m F / °F /.\ / / ��/ ( ,< INV. 6102.4' 3+5p `� ' \ �� m - - - - - - BOUNDARY LINE Fn�Fn� PROPOSED FORCED MAIN a'ss a°ss PROPOSED SEWER SERVICE ��=u=u=t n=ll.=.I PVC ENCLOSURE F FREE DRAINING GRAVEL 6"SS s'ss PROPOSED SEWER MAIN APPROXIMATE LIMITS OF 100 YEAR FLOODWAY (PERFEMA) APPROXIMATE LIMITS OF 100 YEAR FLOODPLAIN (PER FEMA) 10 1-, - Check - - - -: Valve EXISTING DRIVEWAY 6 Scale: N.T.S. NEW GRAVEL DRIVEWAY (20' WIDE) GENERAL ABSORPTION AREA NOTES Item # 2000 Gallon Top Seam 2000T-2CPCompartment with High Head Two Pump 1500 Gallon Top Seam Item # One Compartment 1500T-2CP Item # 1000T-1 CP -HH 1000 Gallon Top Seam One Compartment with High Head Pump DESIGN NOTES - 162" 111" - • Design per performance test per ASTM C1227 y • . • , ► 1. INSTALL MANUFACTURER'S 2. ABSORPTION WIDE BY THE TOPOGRAPHY BETWEEN 3. THE BOTTOM LEVEL AND RAKED TO DURING REQUIRE ABSORPTION 3' MIN CHAMBER UNITS IN ACCORDANCE WITH 4. DRAINAGE SWALES ARE TO BE PROVIDED ABOV RECOMMENDATIONS. AND AROUND THE FIELD, AS NECESSARY, TO BEDS SHALL NOT EXCEED 12 FEET' PREVENT SURFACE RUNOFF FROM ENTERING 100 FEET IN LENGTH, SHALL PARALLEL ABSORPTION AREA. AND SHALL BE INSTALLED IN A 5. NO EXCAVATION OF THE ABSORPTION FIELD IS TO BEDS AREA IS STRICTLY PROHIBITED. OF THE ABSORPTION BED SHALL BE 6. UNSUITABLE MATERIAL EXISTING WITHIN THE FIELD THE BOTTOM AND SIDEWALLS MUST BE SHALL BE EXCAVATED AND BACKFILL SHALL REMOVE ANY SOIL SMEARS INCURRED CONSIST OF IMPORTED LOAMY SAND OR SANDY THE EXCAVATION. FAILURE TO DO SO MAY GRAVEL. THE ENGINEER SHALL BE CONTACTED IF THE CONTRACTOR TO REPLACE THE BEDROCK OR GROUNDWATER IS ENCOUNTERED IN FIELD AT HIS/HER OWN EXPENSE. THE OVEREXCAVATION. 7. TOPSOIL COVER MAY BE VARIED (1 -FOOT MINIMUM, 2 -FOOT MAXIMUM) TO ALLOW FOR LANDSCAPING. iREADEDCEAANOUTASS MBLY. INSTALL MARKER IF CAP IS TO BE BURIED. GRAVELLESS CHAMBER SYSTEM: INFILTRATOR QUICK 4, ADVANCED DRAINAGE 4"O PVC SOLID SYSTEMS BIODIFFUSER(STANDARD), OR PIPE CUT TO FIT~""I� ENGINEER APPROVED EQUAL. COVER WITH B" OF TOPSOIL 12" MIN., AND REVEGETATE 24" MAX. 12' WIDE BED MIN DESIGN NOTESALLOWABLE 13211I_ BURY ► Top • Top surface area 87.75 ftz • f'c @ 28 days; concrete = 6,000 PSI Min. Installation: Tank to be set on 5" min. sand bed or pea•f'c gravel • Tank to be backfilled uniformly on all sides in r 1,000 GAL CHAMBER 1.C20'5 1,000 GAL CHAMBER on Water Table ) I I u • Design per performance test per ASTM C1227 y ►(Based • • Top surface area 62.33 ftz @ 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea • Excavated material may be used for backfill,10 provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below r< ,i 1_ TANK ID ___, - 20 Clear Access r ..(6)may68" WATER TABLE ALLOWABLE EARTH FILL View 0' 0' 2' 0" 60 "1110 20" Clear Access 1 0 provided large stones are removed Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below TANK ID Clear Access V■ 78" 2' - 0" 3' 0° ID 3' 0" a' - 0" � I �I DRY 4' - 0" T-. Tom,L1 _i• DESIGN NOTES •l'•` Design per performance test per ASTM ClC1227 • Top surface area 46.25 ftz Flexible Wires to Panel - 24" Minimum Height ding Quick Disconnect / �_ Ball Valve �_ grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe Top Delivered complete with internal piping Flexible Boot '�'r View 24" Min. Height f Disconnect , •� , , grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • Secondarysafetyscreen available with PVC riser • Option of pump or siphon installed "See installation guide on our website i TopView Flexible Boot Butyl Rubber Sealant I--� 1--i, ••• • f'c @ 28 days; concrete = 6,000 PSI Min. Boot Installation: �� Ir j Butyl Rubber • PVC or concrete risers available Wires to Panel • Secondary safety screen available with PVC Butyl Rubber riser Sealant - � � P�1� Quick Ball Valve • Tank to be set on 5"min. sand bed or pea g ravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, 68" provided large stones are removed • Excavation should be dewateretl and tank filled with water prior to being put in service for installation with water table less than 2' below �� 56" 5" 19" l PUMP=30 GPM 1 400 GAL/DOSE (Orenco PF300511 or a ual equal) 4�� ■ I o ♦ �i'_ I I 73" Sealant Section 1 J• • �• I ,/ ALLOWABLE BURY (Based on Water Table) - _ _ - ORENCO PF3005 PUMP ALLOWABLE BURY (Based on Water Table) ► 5" _ - WATER TABLE ALLOWABLE EARTH FILL - S 30 GPM, 1/2HP ET PUMP TIMER FOR 10 MIN WATER TABLE ALLOWABLE EARTH FILL 19" 19 11 . 0' 0" 3' 0' - DURATION @ 2 HOUR INTERVAL, SET CUTOFF ° • m.r,_ grade 1 View 1' o " 3' o" FLOAT AT 500 GAL (50%) 0' o" 3' 0" 68' 1- • Meets C1644-06 for resilient connectors (MAX) _r ►I �3' � 106" Inlet and Outlet identified above • pipePump: • Delivered complete with internal piping • Lowers TSS and improves effluent qualityto field • Secondary safety screen available with PVC p • Easiest pump system to maintain on the market riser • Complete installation (wiring, panel, mounting and start-up procedures) Completewarranty Service contracts available for maintenance 1' - 0 " 3' - 0" 561'.a 53 A orf % e ,174 S .:�%. eteffi �, % a' _ - 2 - 01' 4' - 01' 4 REMAINING IN CHAMBER I - III -I 41,-. II , - NSEk : TO CST I (ISO , ;, ; ;, ;, ; ;, ��,� � '� ,� ,� ,� , , ,� ,� ,� ,� i �i �i �i ' �' '� '� '� '� � � ' ''��% ., �;;�,��;, ;,�,� ,� ,x ,� ,x ,� ,� �� ,� ,� ,� , ,� '� '� '� '! ' �! '�� ' , ; ; ' � 1=111=11 I I-1-� hdKl l l l 2' - D' 4' - D' 4 �� 3' 0" 4' - 0" / r• ,. DRY 4' o" 3' °" a' °" �� IE ^�-11r�,rry:, 11111=111 I�'%��;I `�° ��III-III-III-III= -111-111-111 Section View DRY 4'-0" 1 • • • •• ' •°-t 1 1- 12•9 Section View III III III 111 _ _1:18/11 III -III -1 I L I I I_I I I dm�ERFDRN � 4"O PRESSURE DOSING �EdAaaiea I I N '.r,: �Id�l I I- .�.� PIP I I -I Digging Specs Invert Dimensions Net Capacity Digging Specs Invert Dimensions Net Net Weight 111-1 _ N' 111-I I I� _ Fvr, I_ -iF E i(I RESi �0'THE��1-1 =„1E -111 I I = I •� 3.0 FEET (MIN) SELECT MEDIUM SAND PIPE WITH 1/8"0 HOLES EVERY4B'OC (FACING UP) BOTTOM I- -III- III - -_-111-111 -III -III -III -I I - _- -1 . - DiggingCapacity Specs Invert Dimensions Net Capacity Net Weight 15' Long x 8' Wide 56" below inlet invert Inlet 56" Outlet 73" Length 162" Width 78" Height 92" Inlet Side 1559 gallons Outlet Side 507 gallons Total 2066 gallons 11' Long 7' Wide Inlet Outlet Length Width Height Lid Tank Total x 56" below inlet invert 56" 73" 111" 60" 92" 1,042 gal 2,620 lbs 8,915 lbs 11,735 lbs Lid Tank Total 30 MIL LINER CURTAIN BARRIER (ALL SIDES OF BED) \`oz/ v ., , v \` / v v v \\ \/ \/\\ \/ \/\\ \/ \/\ \/ \/\\ \/ \/\\ \/ \/\ \/ \/\\ \/ \/\\ \/ \/\\ \/ \/\\ \� j\y\\ \j\y\�\�\/ %\�\�\/ j��\ j\\�\\, \�\�\\j\�j�\�\\j\�/�\�\\j\�/�\ �\j - \\ /- \\ /- \\ /\- \\ // \ r 1� /- \\ /- \A\/- \\ /\ \ \\\\ \\\\ \ \ \\\\ /\ 0 ��/\ \4\\ \�\ EXISTING GROUND ELEVATION 610a PLAIN ELEVATION 13' Long x 8' Wide 56" below inlet invert Inlet 56" Outlet 53" Length 132" Width 68" Height 68" 1,528 gallons 3,600 lbs 10,760 lbs 14,360 lbs Net Weight Lid Tank Total ;',i::gC'9J"C"i"C"r_"r_'9 �' ••�iq •�iq 9'9 '; '4 '; //FLOOD / 5,420 lbs 15,530 lbs 21,150 lbs EXISTING GRAVEL Mounded Pressure DosingChamber Bed 1 Water & 28005 Co. Rd. 317 Wastewater (719) 395-6764 P.O. Box 925 • Systems Buena Vista, CO 81211 • Products Nr)11 Fax: (719) 395-3727 •Service Website: www.valleyprecast.com Email: frontdesk@valleyprecast.com Water & 28005 Co. Rd. 317 Wastewater (719) 395-6764 P.O. Box 925 • Systems Buena Vista, CO 81211 Fax: (719) 395-3727 • Products • Service Website: www.valleyprecast.com Email: frontdesk@valleyprecast.com Water & 28005 Co. Rd. 317 Wastewater (719) 395-6764 P.O. Box 925 • Systems Buena Vista, CO 81211 Fax: (719) 395-3727 • Products •Service Website: www.valleyprecast.com Email: frontdesk@valleyprecast.com Scale: N.T.S. ® Bo Civil Engineering V Surveying & Beyond CD6 'or. e • re ee ed jne• 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 Engineer or Surveyor Seal o RELI TRU Client Information: GIANINETTI FAMILY PARTNERSHIP 592 COWEN DR CARBONDALE, CO 81623 000.000.0000 50' 100' flNORTH Scale: 1" = 50' CARBONDALE, CO CD 0 Gianinetti Spring Creek Guest Ranch �CD hoe y . dll=b OWTS Plan a ci le > APL Revision Added parcels, lineweights, cabin size and misc adjust D 4/18/18 T C J CO LCA CC) N CO 6) PROJECT NO. 12021 FILE NAME: 12021-c base (m).dwg Designer: BDL Drafter: AP Date: 2/14/18 Sheet C.3