Loading...
HomeMy WebLinkAboutSupplement 3 Revised Civil SetEVENT 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) 'N'A‘ k`\ :\\\\ /) EX. CULVERTS— / 1/-• / \\\\\\\ • Nur ���%III 1\ \ MAX EXISTING DRIVEWAY GRADE IS 12% SLOPE N:\PROJECTS\2012\12021-Gianinetti Carbondale Parcel\dwg\12021-C Base (m).dwg 5/7/2018 2:02 PM 0 \\\\ VROIAD SURFACE TO 20EWAY FEET `\ \\\ \`....`��m ��\ INSTALL NEW STOP SIGN \� AT 8TH STREET DRIVEWAY INTERSECTION \ \'''N\a. NNAk• ,ci , ------------\ PR�pE ° UNE i \ 1 ,� \I II 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. 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 080205 1856B AND 1857B (COPIES OF EFFECTED AREA ATTACHED) ARE GRAPHICALLY REFERENCED ON THESE DRAWINGS. Bo Civil Engineering �, Surveying rt co & Beyond r;,, iee ci' Inc• 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 Engineer or Surveyor Seal �)1 F O,Q RELI n 21' dsClient TU Information: GIANINETTI FAMILY PARTNERSHIP 592 COWEN DR CARBONDALE, CO 81623 000.000.0000 NORTH v j 0 50' 100 Scale: 1 ' — 50' 811 _A, Know what's below. CARBONDALE, CO Gianinetti Spring Creek Guest Ranch Site Plan 0 >_ m JJ o_ Q o Q APL I Revision Added parcels, lineweights, cabin size and misc adjust Moved leach field away from wetland Moved cabins out of floodplain 0 4/18/18 4/30/18 5/7/18 T M L() cD I— 00 61 Z PROJECT NO. • Sheet 12021 FILE NAME: 12021-c base (m).dwg Designer: C. 1 BDL Drafter: APL Date: 2/14/18 N:\PROJECTS\2012\12021-Gianinetti Carbondale Parcel\dwg\12021-C Base (m).dwg 5/7/2018 2:02 PM a 0 . Sutank RIVER 133' SITE Mountain • \ Co ti \ -1 • • mai• .Y Y 1 =• ,..--•--=-16/ 70 .°I.•;35:� • B REMOVE & REPLACE 672 LF OF OVERHEAD POWER LINE WITH UNDERGROUND POWERLINE PER HOLY CROSS ENERGY x63) \ Hill • 6/94 1-1/2" PURECORE WATERLINE APPROX 900 LF (4.5' PIPE COVER) NEW UNDERGROUND POWER APPROX 770 LF OF TRENCH 1-1/2" PURECORE WATER LINE APPROX. 900 LF \\ \v DRY FIRE HYDRANT (DETAIL THIS SHEET) APPROX 100 YR FLOOD PLAIN —1 I / V I \ X Gate Gate / / / / / 1 3/4" CURB STOP & 2" SCH 80 PVC VALVE BOX PIPE & CAP (ONE PER CABIN SERVICE LINE) / r \ 7Q I J / I off,\ NEW WELL \ WELL PUMP CONSTRUCTION NOTES 1. ALL INSTALLATION AND MATERIALS SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE, COUNTY REQUIREMENTS AND THE SPECIFICATIONS. 2. IF A WIRE 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 & 1-1/4" CONSTANT PRESSURE KIT IN NEARBY BUILDING OR CABIN,; OR AOE. V OE 100 YR x LEGEND J 100`Ili x w UE w UE 1 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) Gate Gate \ I l 11 1 3/4" PURECORE WATER SERVICE (PER CABIN) OPTIONAL PUMP HOUSE STANDARD RISER SECTION(S) REINFORCED CONCRETE LID Vicinity Map r"=2000' — 24" MANHOLE RING & LID r 4-1/2" FTP MALE ADAPTER FOR FIRE SUCTION HOSE CONNECTION — W/ CAP PER CRFPD A O 6" 90' ELBOW r. M TYPICAL GRASSED ,AREA 6' MIN. TOPSOIL �j. /\ 6' DIA PERFORATED RISER SECTION(S) 12" MIN, NOTE: ry20' "-8" PVC SCH 80 FREE DRAIN GRAVEL 1. 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 W/ WET WELL N.T.S. PER MINUTE —PAINT DRY HYDRANT RED • 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 1200 365 1000 52 2200 TOTAL PERSONS SERVED DAILY AT LEAST 60 DAYS PER YEAR 24 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 �, Surveying rt co & Beyond rte ci' Inc• 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 Engineer or Surveyor Seal ,A01 N * F00,6 .44t RELI n 2,I OCL7. �o Client Information: GIANINETTI FAMILY PARTNERSHIP 592 COWEN DR CARBONDALE, CO 81623 000.000.0000 NORTH li IF 0 40' 80' Scale: '-40' 811 ---INIF _ Know what's below. Call before you dig. CARBONDALE, CO Gianinetti Spring Creek Guest Ranch Water & Utility Plan >_ J 0- J lZ APL I CO < < Revision Added parcels, lineweights, cabin size and misc adjust Moved leach field away from wetland Moved cabins out of floodplain C) 4/18/18 4/30/18 5/7/18 C) 0 T M L(-) CID I— CO O• Z PROJECT NO. • Sheet 12021 FILE NAME: 12021-c base (m).dwg Designer: C.2 BDL Drafter: APL Date: 2/14/18 N:\PROJECTS\2012\12021-Gianinetti Carbondale Parcel\dwg\12021-C Base (m).dwg 5/7/2018 2:02 PM /.,, ���7 ,'//�e‘77A/k....... \ `\ ��� o st \ .--;•"T- \ I /1 - / � - / ( r c -` ./ _ 1 / \ "� ' � , %--. � � � � � � ' � ( - ° , \ \ / �' /� �, N STYROFOAM INSULATED FIBERGLASS LID WITH STAINLESS STEEL BOLTS AND URETHANE GASKET Engineer 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 1- BOUNDARIES UNLIMITED INC. 923 COOPER AVE. STE 201 GLENWOOD SPRINGS, CO 81601 I /i \ \�\ \�\ / ��' OS�L� � �\^ �\ � /��� ��\��\� 1- I r / / \ \�\ \�\ / /�' /�' �'TOPSOIL� ���\���� � �\: NORTH 100' -. � PVC ENCLOSURE L=1=1I1��. IIIIIILI 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) 2.B. AVERAGE DAILY WASTEWATER FLOW (ADWF): 2.B.1. CAMPGROUND CABINS WITH KITCHENETTE AND NO LAUNDRY, DISPOSAL, OR DISHWASHER: 970.945.5252 £ JJ o_ t APL I - %�� �� FEMA FLOOD PLAIN0 2. EVALUATION DATE(S): OCTOBER 11, 2017. Revision Added parcels, lineweights, cabin size and misc adjust Moved leach field away from wetland Moved cabins out of floodplain / N / �� :�_�� �� \�• ELEVATION - . \• / !� t�� �ll'1\• , '-=.-,,,„-•,_....,%_t.,,, z, (� -' \ \ / - x '% ��y.6 � \ \ \ I o I'��I■I�� 0 co FIELDS LC) No. 1. N MP 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 CO �� ------- 3. PERCOLATION (PH) TESTS RESULTS: PROJECT NO. 12021 FILE NAME: 12021-c base (m).dwg Designer: BDL Drafter: Date: 2/14/18 Sheet C.3 - t, 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 EFFECTIVE TOTAL ADWF = CABINS ADWF + EVENT CENTER EFFECTIVE ADWF = 1,200 gpd + 500 gpd = 1,700 gpd 3. SEPTIC TANK (SEC.43.9.6.2.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°k ` 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.C.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 500 GALLONS PER 24 HOURS 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 - LESS THAN 20%; THEREFORE, THE ABSORPTION FIELD SYSTEM SHALL BE A PRESSURE DOSED SHALLOW GRAVELLESS CHAMBER SYSTEM IN 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 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 _��,' '` " 1 \ 1 _••••••.* \ L. / \ PERC HOLE #4 - 7.5 MPIr ,II I /ate \ Np��GN +t % 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. EX GAZEBO - \__.(0S �1�N.`\ coNc. SLAB ;1 ' `�` � x Q�OQO�,0 dol - -` ` , - - -7 / N \ \ -� / ` IRRIG. VALVE BOX 1"0 BALL VALVE & THREATdASSEMBLY G��� 6�0\. STORAGE -y FF• X6r�i �G i` •\ -\` FLUSH VALVE ASSEMBLY, TYP. / ` ' (4 PER BED) ,QI X0 ^o.` Ix <..L�° g / / / / / / ( �� / / ''\' \ CDPHE APPROVED WATERTIGHT 2,000 GAL PRECAST CONCRETE DUAL 1,000 GAL CHAMBER SEPTIC TANK WITH DOSING PUMP PACKAGE (SEE DETAIL). 18" MINIMUM COVER 'W//.... \, a� 1 0�� `` / / o / / °F WETLAND LINE - / •` .����,� t; e I / / ,���Q• 0 eeee / sQ a�e� �� . INSPECTION PORT, TYP. (4 PER BED) O / / k Existing i Voile 2" 0 SCH 40 PVC OR PURECORE yball Held APPROX. 200 LF / / / 76, \1 6:4- '2r,'9i \ ® r9,�SB/0,0,4."04 N v / I 'V US S� ��� °FaB�srg 1-1/4" SCH.40 PVC DISTRIBUTION \ sur LATERAL PIPE, TYP. s..®e• - s®��e4-ems / . *:. 1-1/2"x1-1/4" SCH.4o PVC REDUCER, "4'14'4' . �� ��� ���� �• TYP. (4 PER BED) e.••;`o ''•-•,- , e, �.,ce��.� \ �/ . • -a. �, ���'; '� �: s��� °' i 1-1/2"0 SCH.40 PVC !� s's*�a� s�-� raa,k?.. l� DISTRIBUTION LINES & s a I @• ••..`i MANIFOLD, TYP. / O e I „ I / , I SET DISTRUBUTION VALVE 0.25' i <� PIPE - ABOVE DISTRIBUTION LATERAL PIPES 1 FOR PIPE DRAINAGE5.J. (4' PIPE COVER) s - / L � jI/ -\�1 APPROX FLOOD \ _ / , I ` ' /_ / / 100 YR PLAIN 5. SETBACK REQUIREMENTS FOR A TREATMENT LEVEL 1 STA TRENCH/BED, -- UNLINED SAND FILTER OR SEEPAGE PIT (PER TABLE 7-1) AND AN EFFECTIVE TOTAL ADWF=1,700 GPD: 5.A. SPRING OR WELL=100' = - _ - �� y a8$ I �°`o 1"X-1/2" PVC 1 "�� 9=. o�'bO°= 5.B. POTABLE WATER SUPPLY LINE=25' _ _ _ S.C. POTABLE WATER SUPPLY CISTERN=25' - - - 5.D. DWELLING=20' 1 1 5.E. PROPERTY LINE, PIPE OR LINED IRRIGATION DITCH=10' 5.F. INTERMITTENT IRRIGATION LATERAL, INFILTRATION Site &Soils Evaluation STRUCTURE=25' REDUCER ` 1 1/2"0 PVC ELBOW 1-1 /2"0 PVC DISTRIBUTION PIPE Flush Valve 5.G. LAKE, WATER COURSE, IRRIGATION DITCH, STREAM OR Scale: N.T.S. WETLAND=50'. (DISTANCE REDUCED WITH PVC LINER BARRIER) S.H.DRY GULCH, CUT BANK OR FILL AREA=25' 5.1. SEPTIC TANK=5' 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'DAY) 3.B. POTABLE WATER SUPPLY LINE=10' 3.C. POTABLE WATER SUPPLY CISTERN=25' 3.D. DWELLING=5' 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 SEPTIC TANK (EMPTY)BUOYANCY CALCULATIONS VALLEY PRECAST TANKS (GAL'S) 2000 1500 1000 TANK LENGTH (ft) 13.50 11.00 9.25 TANK WIDTH (ft) 6.50 5.67 5.00 TANK HEIGHT (ft) 5.67 5.67 5.67 ExteriortankVolume(CF) 497.3 353.2 262.1 water weight (lb/CF) 62.43 62.43 62.43 deplaced water weight (lbs) 31,043 22,052 16,362 Tank Weight (lbs) 21,150 14,360 11,535 Add'n weight to Balance (lbs) 9,893 7,692 4,827 Native soil backfill density (lbs/CF) 90 90 90 de th of soil backfill over tank m 18 18 18 Calc Weight of native soil backfill lb 11,846 8,415 6,244 g ( ) OK OK OK Note: assumes max water table at top of tank. 11,j' Scale: N.T.S. ' °F x = ' C/L Swale-oo x �� .. FM x / / \ 1`�r / / / / / / \ / _ / / aQ / _MORE \'' �`' / / ^� \ / / / I r •, / o 5 ,\J < / J Gate F 2" 0 SCH 40 PVC OR PURECORE PIPE ATTACH REMOVABLE CAP OR THREADED CLEANOUT ASSEMBLY. INSTALL MARKER IF CAP IS TO BE BURIED. FINISH GRADE FM FM / M nn arc / '' x Gate I xpL _, APPROX. 600 LF (4' PIPE COVER) �� \ _ --------....e F I - t / M �- "� LL 111 -1 ..--- z>o° FM l \ ` I I I NI 1 I \ CDPHE APPROVED 1,000 GALLON ONE COMPARTMENT PRECAST X K\ \\// /\ 4" OR 6" PVC WYE �� ISI � _ - ��; 4" OR 6" 0 PVC RISER °^ x a)- xSIZE I o �� "?, ° CONCRETE SEPTIC TANK W/HIGH / / Q / •.d old / I I x I 1 I x i \ HEAD DOSING PUMP x I FM ` CDPHE APPROVED 1,500 -GALLON SINGLE COMPARTMENT PRECAST \ a o� 1-1/2" 0 SCH 40 PVC CONCRETE SEPTIC TANK o OR PURECORE PIPE - APPROX. 35 LF % \ \l rl Gate \ / �Qo �� `\ ^ / o �6� /r �� a \ / a ,� / ° _ } \r �Q°oar - \ r Y �k�^ 4" OR 6"O 45° BEND FLOW II i IIS 4" OR 6"0 PVC SEWER Cleanout LINE LEGEND Scale: N.T.S. _ OE OE / I \ INV. 6100.7 '� / �-Ex 6101.6- \ _I m o° \ " EXISTING OVERHEAD ELECTRIC EXISTING WETLAND BOUNDARY FEMA FLOOD PLAIN ELEVATION STYROFOAM INSULATED FIBERGLASS LID WITHii.,, STAINLESS STEEL BOLTS AND URETHANE GASKET CHECK VALVEPROPOSED x i -x 5° -: ` I 400 -YR 40o Yn EXISTING FENCE °° ° ° msi) \ / I x x \ , 4 6" 0 PVC SDR35 C EDGE OF GRAVEL DRIVE 170LF@1°� \ - ;, - - -"� \ / / 4" 0 PVC SDR35 1 % I / / - - BOUNDARY LINE / 1 /o / L \I / / I \ \ I / / L / / / / l C \\ •"...\ ,► / / \`� / ` / \ / .� � \ ` / ,° / /I /� / \ P/� / i ///‘ ,§' r -. -- @ x \ MIN SLOPE (PER CABIN) - 7 \ \ / \„„ \ / \ \�°\\ \ °F \ \�\\ 1 \ �\\J \ \\\\ ,� / �`\ N / ( \``\ \ \ �' ` �� `� k �� ��� \\ / I I � \ )1 iiw I .., -....-4.%:„ I� ° I ♦ Atilt m h 41111‘ss e h11%ir \ ^ \ • `° mQ��" ` e o \ m °� °°^' J•Scale: F ,\ INV. 6102.4' J m Fn FM FORCED MAIN a^ss a^ss PROPOSED SEWER SERVICE ,,:n,-'u.=al PVC ENCLOSURE FLOW , FREE DRAINING GRAVEL s^ss s'ss PROPOSED SEWER MAIN APPROXIMATE LIMITS OF 100 YEAR FLOODWAY (PER FEMA) APPROXIMATEF 00 YEEAR FLOODPLAIN(PERFEMA) 1�1� --- Check - -------- - - Valve EXISTING DRIVEWAY C6) N.T.S. NEW GRAVEL DRIVEWAY (20'WIDE) GENERAL ABSORPTION AREA NOTES Item # 2000 Gallon Top Seam Two 2000T-2CPCompartment with High Head 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" -j • Design per performance test per ASTM C1227 • • • • • . • -• 1. INSTALL MANUFACTURER'S 2. ABSORPTION REWIDE BY TOPOGRAPHY CTANGULAR (6) FEET BETWEEN 3. THE BOTTOM LEVEL AND RAKED TO DURING REQUIRE ABSORPTION CHAMBER UNITS RECOMMENDATIONS. BEDS SHALL 100 -FEET IN LENGTH, AND PATTERN MINIMUM SEPARATION BEDS OF THE ABSORPTION THE BOTTOM REMOVE ANY THE EXCAVATION. THE CONTRACTOR FIELD AT HIS/HER �ATTACH REMOVABLE CAP THREADEDCLEANOUTASSEMBLY. NSTALLMARKERIFCAPISTo BE BURIED. PIP PVCSOLIDFIT PIPE CUT T IN ACCORDANCE WITH 4. DRAINAGE SWALES ARE AND AROUND THE FIELD, NOT EXCEED 12 FEET' PREVENT SURFACE RUNOFF SHALL PARALLEL ABSORPTION AREA. WHENEVER POSSIBLE.THE OF THE SHALL BE D SIX 5 BE DONE VDURING WET DISTANCE RUBBER TIRE VEHICLES AREA IS STRICTLY PROHIBITED. BED SHALL BE 6. UNSUITABLE MATERIAL AND SIDEWALLS MUST BE SHALL BE EXCAVATED SOIL SMEARS INCURRED CONSIST OF IMPORTED FAILURE TO DO SO MAY GRAVEL. THE ENGINEER TO REPLACE THE BEDROCK OR GROUNDWATER OWN EXPENSE. THE OVEREXCAVATION. 7. TOPSOIL COVER MAY BE 2 FOOT MAXIMUM) TO OA GRAVELLESS CHAMBER SYSTEM: INFILTRATOR QUICK 4, ADVANCED DRAINAGE SYSTEMS BIODIFFUSER (STANDARD), OR ENGINEER APPROVED EQUAL COVER 12" MIN., AND 24" MAX. 12' WIDE BED' TO BE PROVIDED ABOVE AS NECESSARY, TO FROM ENTERING WEATHATION OER AND USE OF RPTION FIELD IS TO OVER THE ABSORPTION EXISTING WITHIN THE FIELD AND BACKFILL SHALL LOAMY SAND OR SANDY SHALL BE CONTACTED IF IS ENCOUNTERED IN VARIED (1 FOOT MINIMUM, ALLOW FOR LANDSCAPING. WITH 6" OF TOPSOILALLOWABLE REVEGETATE DESIGN NOTES 132 ALLOWABLE BURY 1 Top • Top surface area 87.75 ft2 • ft @ 28 days; concrete = 6,000 PSI Min. Installation: • gravel elo be set on 5" min. sand bed or pea Tank to be backfilled uniformly on all sides in r 1,000 GAL l I• " -' V1,000 I CHAMBER (Based on Water Table) • Design per performance test per ASTM Cl227 •GAL • • Top surface area 62.33 ft2 f'c @ 28 days; concrete = 6,000 PSI Min. Installation: elnk o be set on 5"min. sand bed or pea • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, 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 a (A f TAN ID - 20 Clear Access JL _ �► a • •< 6g" I6 • WATER TABLE ALLOWABLE EARTH View o o" 2FILL 60" 20" Clear Access NO 1' o" 3' - o' lifts less than 24"and mechanically compacted Excavated material may be used for backfill, 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 1)CHAMBER ©20 1 L TANk Clear Access IID ( 78" 2' - o" 3' o" TANK ID 3' o" 4' - o" '• n • 1 a a . DRY 4' 0" _1. - T-'. Tom'► - DESIGN NOTES • Design per performance test per ASTM Cl01227 • Top surface area 46.25 ft2 Flexible - I•j.iiiii Wires to Panel 24" Minimum Height g Quick Disconnect Ball Valve �- grade Meets 01644 06 for resilient connectors • Inlet and Outlet identified above pipe Top View 24" Min. Height Delivered complete with internalpiping• p Flexible Boot T, - ,- - ,r , grade Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping p p p g • Secondary safety screen available with PVC riser • Option of pump or siphon installed *See installation guide on our website Top View Flexible Boot Butyl Rubber Sealant I --i, • - ' • • • • • • f'c @ 28 days; concrete = 6,000 PSI Min. Boot = h I' , • PVC or concrete risers available Quick Disconnect Wires to Panel • Secondary safety screen available with PVC Butyl Rubber �,,,! riser Sealant Ball Valve Installation: • Tank to be set on 5"min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be for backfill, 68" 11 • ' - 5" 19"" 1 PUMP=30 GPM 1 400 GAUDOSE (Orenco PF300511 + ' °: I 73'1 Butyl Rubber Sealant lam, ' I`' I I ALLOWABLE BURY (Based on Water Table) S J . - ORENCO PF3005 PUMP I used 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" : or equal) 4�� �: . • i - ' a� - Section ALLOWABLE BURY (Based on Water Table) , T 5" • r WATER TABLE ALLOWABLE EARTH FILL i SET 30 GPM, TIMER TDURAT • I ~ WATER TABLE EARTH FILL 19" 1 19 1 � . 0' - 0" 3' - 0" - ON @ 2HOURMIN INTERVAL, SET CUTOFF - -. ��� grade 1 View 1' - 0 " 31- 0" FLOAT AT 500 GAL (50%)0' _ 0' 3' 0"° 6g ' 1 1 • Meets C1644-06 for resilient connectors I. 3' MIN (MAX)( ) w v. MIN 106" • Inlet and Outlet identified above pipe Pump: Delivered complete with internal piping • • Lowers TSS and improves effluent quality to field Secondary safety screen available with PVC • Easiest pump system to maintain on the market riser • Complete installation (wiring, panel, mounting and start-up procedures) Com lete P warranty Service contracts available for maintenance .....1 1,-0„ 3,-0„ 56' .a 53„ 2�_0�� 4�_0�� 4�� REMAINING IN CHAMBER • • '``�/���; ���'��``%/<�\`%/\ �y/\��\�\y\��\��� �\%/�����.�/��� ���\�/�� ` - III=III- - 1= I .: +� C. %,%,%,% ,,,,,% ; % % _III=I - -II-III- (�1/I`4Kr'=IIII y$ 2' - 0" 4' - 0" 4„ 3' - 0" 4' - 0" . r• • < DRY 4' - 0" , , 3 _0 4' _0 ��� -I I;;,,;,,, CIaRIT =III=III=III= 4 %� r • • : - • / </i �:: �''�>� . %� � III -III -III-_ I-III=III=III=DRY Section View 4' - o" ► • . • , • ' I_ 129" _j View =1 I I-1 _ _ III=111=III-III-1 _ I MEW-III -I r�{� III -I I -I I - - I -III -III I I-1 _ ii _ Y' E - -I I I-1 I I E$I-I I I -III.. •� 3.0 FEET (MIN) SELECT MEDIUM BOTTOM 1-1/4,0PREssuRE DOSING SAND PIPE WITH 1/6"0 HOLES EVERY48"O.C.(FACINGUP) VREfA3KILA _-"'-�dd��d�l CH AkUTA FA.'�'�'- �- I- I:,IN. A A III -I I - I-IIIIIIIII-IIIIII-I ��°°,Section PSP � -I I -I - - I I- 11=I =III -III I -III -I -- Digging Specs Invert Dimensions Net Capacity Digging Specs Invert Dimensions Net Net Weight 11' Long 7' Wide Inlet Outlet Length Width Height Lid Tank Total 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 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) \>/\���\/\\j\\�/\��\/\\�/\��\ j\\�/\���\ j\\�/\��/\ j\\\���\>/,'\j\���\%\\ j\���\%\\�j\���\ j\\�j\���\ j\\� ''/\//' \\\/\\''/\/i. \\\/\/� \\\/\/� \\/\\\\\\\/ i j\�\\\\\"\\\\\/\\/\\\/\\� \/ EXISTING GROUND ELEVATION = 6103' FLOOD PLAIN ELEVATION 6,0,.5' 1 3' Long x 8' Wide 56"below inlet invert Inlet 56"53"132"68"68"1,528 QDtlet Length Width Height gallons 3,600 lbs 10,760 lbs 14,360 lbs Lid NetWeight Total - 5,420 lbs 15,530 lbs 21,150 lbs 4 �"i "i i "i "i "i "i "i 4 C��(4 �(S i 'i (i 'i 'i ''i r EXISTING GRAVEL Mounded Pressure Dosing Chamber Bed Water & 28005 Co. Rd. 317 Wastewater (719) 395-6764 P.O. Box 925 • Systems Fax: (719) 395-3727 Buena Vista, CO 81211 • Products ❑ •Service Website: www.valleyprecast.com Email: frontdesk@valleyprecast.com Water & 28005 Co. Rd. 317 Wastewater (719) 395-6764 P.O. Box 925 • Systems Fax: (719) 395-3727 Buena Vista, CO 81211 • Products •Service Website: www.valleyprecast.com Email: frontdesk@valleyprecast.com Water & 28005 Co. Rd. 317 Wastewater (719) 395-6764C1) P.O. Box 925 • Systems Fax: (719) 395-3727 Buena Vista, CO 81211 • Products • Service Website: www.valleyprecast.com Email: frontdesk@valleyprecast.com Scale: N.T.S. © Bot Civil Engineering ( c" Surveying co & Beyond G ZOdInc• 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 Engineer RELI or Surveyor Seal o 1 F rRo Client Information: GIANINETTI FAMILY PARTNERSHIP 592 COWEN DR CARBONDALE, CO 81623 000.000.0000 0 NORTH 100' -. I r 50' Scale: "=50' CARBONDALE, CO 0 Gianinetti Spring Creek Guest Ranch1/ oo CD y dlimb OWTS Plan a m< JJ o_ o Q APL I Revision Added parcels, lineweights, cabin size and misc adjust Moved leach field away from wetland Moved cabins out of floodplain 0 co 4/18/18 4/30/18 LC) No. 1. N Cv) V LC) CO N CO6) PROJECT NO. 12021 FILE NAME: 12021-c base (m).dwg Designer: BDL Drafter: Date: 2/14/18 Sheet C.3