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HomeMy WebLinkAbout164 Stephens Dr - 211305206002Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 EAGLE COUNTY Pro ect Address �164 STEPHENS DRIVE, GYPSUM DR CO Owner Information Address Adam Plott 1654 PO BOX Eaale CO 81631 Engineer(s) Phone LKP Engineering, Inc (970)926-9088 Contractor(s) License Number Phone Primary Contractor RDM Excavating (970)524-1386 Yes Parcel No. 211305206002 Phone: (970)524-4339 Cell: Inspections: Forinspectionscall: (970) 328-8755 Inspection IVR OWTS Final Inspection 095 Permitted Construction / Details: This system is permitted for a 4 bedroom residence. Installed per LKP engineer design signed stamped and dated 10/11/06. The components consist of a 1250, 2 compartment plastic fralo tank and 1125 square feet of drainfield. A copy of the permit will be kept on file at Eagle County Environmental Health. CONDITIONS: Office Copy 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMI,TAND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Terri Vroman September 02, 2008 Issued by: Environmental Health Department, Eagle County, CO Date IN1)1VIMAL h WAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION Telephone: (970) 328-8755 P.O. Box 179 - 500 Broadway, Eagle, CO 81631 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT# IS-2555-06 BUILDING PERMIT# BP-18045 OWNER: ADAM PLOTT PHONE: 970-5244339 MAILING ADDRESS: PO BOX 1654, EAGLE CO APPLICANT: SANDI PLOTT PHONE: 970-331-6008 SYSTEM LOCATION: 164 STEPHENS DR., DOTSERO TAX PARCEL NO. 211305206002 LICENSED INSTALLER: RDM EXCAVATING LICENSE NO. 65-07 PHONE: 970-524-1386 DESIGN ENGINEER: LKP ENGINEERING T-PR�-970-926-9088 SYSTEM SIZED TO ACCOMODATE A 4 BEDROOM RESIDENCE WITH AN ADDITIONAL BUILDING SEWER CONNECTION TO DETACHED GARAGE: INSTALLATION GRANTED FOR THE FOLLOWING: 1250 GALLON FRALO TANK, 1125 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 56 OUICK 4 STANDARD INFILTRATOR UNITS INSTALLED AS PER ENGINEER DESIGN STAMPED, AND DATED OCTOBER 11, 2006. PROVIDE CLEANOUTS BETWEEN THE TANK AND BOTH THE HOUSE AND THE GARAGE AND INSPECTION PORTALS AT BOTH ENDS OF EACH TRENCH. SPECIAL INSTRUCTIONS: • DO NOT INSTALL IN WET WEATHER. • DOUBLE ENCASE ALL SEPTIC PIPE UNDER ROADS • INSTALL EXACTLY AS DEPICTED ON ENGINEER DESIGN SIGNED, STAMPED, & DATED 10/11/06 • CALL EAGLE COUNTY AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK -FILLING ANY PORTION OF THE INSTALLATION OR WITH ANY QUESTIONS. • THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: DATE: May 16, 2007 � C�Cl/Lec� CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET (VIA_) INSTALLED GALLON SEPTIC TANK LOCATED DEGREES AND FEET INCHES FROM COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL: DATE. Department of Environmental Health Eagle (970) 328-8755 Fax: (970) 328-8788 El Jebel (970) 704-2700 TOLL FREE: 800-225-6136 EAGLE COUNTY P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty-us APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ISDS Permit # Building Permit # INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $350.00 This fee includes the ISDS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is $55.00. The pre -construction site visit fee is $85.00. Make all remittance payable to: Eagle County Treasurer. Property Owner: �a Phone: 770--507 Mailing Address: P o -- /- 6 Applicant/Contact Person: Q 1p Phone: . Licensed Systems Contractor: License # /a _ b 7 Company/DBA: Phone: Mailing Address: Permit Application is for: F New Installation r Alteration r Repair Location of Proposed Individual Sewage Disposal System: Legal Description: L--r''�� l o'� VO U1�^ err "&�es Tax Parcel Number: Z,1/ 5 i9 7_C)Ca®j Lot Size: lt�� Assessor's Link: www.eaglecounty.us/patLieZ Physical A s: Building Type: Residential/Single Family Number of Bedrooms: r Residential/Multi Family Number of Bedrooms: r Commercial/Industrial* Type of Use: *These systems require design by a Registered Professional Engineer Type of Water Supply: r Private Well r Spring r Surface Public If Public Name of Supplier : '­, , . y Applicant Signature : Office Use Only 0 Amount Paid:I�UReceipt#: Check#: �1/� Date: ZS �� DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us EAGLE COUNTY September 2, 2008 Adain Plott PO Box 1654 Eagle, CO 81631 RAYMOND P. MERRY, REHS Director RE: Final approval of Individual Sewage Disposal System ISDS Permit #2555-06; Tax parcel #211305206002; Property location: 164 Stephens Drive Dear Adam, This letter is to inform you that the above -referenced ISDS Permit has been inspected and finalized. Your septic system has been sized to accommodate a 4 bedroom residence. Enclosed is a copy to retain for your records. Additional information about the maintenance of your septic system as well as information about private wells can be accessed through web site links provided on the Enviroiunental Health Department's home page at http://www.eal�lecotuity.us/envHealth/ Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system. Landscape features, trees with tap roots, irrigation systems and parking areas above the drain field can cause premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. By following a few simple guidelines, like avoiding grease or other additives down the drain and making sure your septic tank is on a pumping schedule, your system has been designed to last for many years. If you have any questions regarding this information, please contact us at (970) 328-8755. Sincerely, Terri Vroman Administrative Technician IV cc: ISDS permit folder Eagle County Building Department Chrono efile Encl: Final ISDS Pen -nit Informative materials OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us EAGLE COUNTY March 22, 2007 Pat Fox Pat Fox Enterprises PO Box 2148 Edwards, CO 81632 RAYMOND P. MERRY, REHS Director RE: Issuance of Individual Sewage Disposal System (ISDS) Permit #2555-06 Tax Parcel #211305206002 Property Location: 164 Stephens Drive Dotsero Dear Mr. Fox, Please find enclosed ISDS permit, number 2555-06 to conduct the construction exactly as indicated on the engineered design signed, stamped, & dated 10/11/06. It remains valid for 120 days or for the duration of a current building permit. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications must be pre -approved by this department. If you are receiving this permit and have not been contracted to perform the installation, please contact us immediately. Also enclosed is a final inspection completeness check list to assist you in making sure all of the detailed points of an inspection have been properly addressed before calling for your final inspection. It is important to pay close attention to the special conditions which may have been included to address site specific issues. All components of the system must be exposed for our inspection. Projects that require multiple inspections will be assessed a re -inspection fee of $55.00 payable before or at the time of inspection. It is extremely important to remember to rake all infiltrative surfaces and avoid installing systems in wet or frozen ground. If unfavorable conditions prevail between the installation and the final inspection (such as snow) special precautions must be taken to protect the drain field area from the elements. Please keep this office informed regarding the progress of your installation so we can provide responsive customer service when scheduling your final inspection. The Temporary Occupancy Permit (TCO) associated with the building permit cannot be issued without the septic system being finally inspected. Systems designed by a registered professional engineer must be inspected and certified by the design engineer as well as Eagle County Environmental Health. If you have any questions, please feel free to contact us at (970) 328-8755. Sincerely, Terri Vroman, Administrative Technician IV cc: electronic permit folder electronic chronological file hard copy permit file LKP Engineering Enclosures: ISDS Permit #2555-06 Final Inspection Completeness Checklist Engineer design 500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 f .,KP Engineering, Inc. a June 18, 2007 Adam & Sandy Plott P.O. Box 1654 Eagle, CO 81631 Dear Adam and Sandy: RE: Inspection of Septic System Installation Lot 1, Two Rivers Estates 164 Stephens Drive, Dotsero Eagle County, Colorado Project No. 06152- ISDS Permit No.2555-06 At the request of Rodney Morgan, RDM Excavating, on May 18, and June 5, 2007, we visited the construction site on Lot 1, Two Rivers Estates, 164 Stephens Drive, Dotsero, Eagle County, Colorado. The purpose of our site visits was to provide consultation for the layout of the septic system and to inspect the installation. They installed the system in overall compliance with the septic system design, Drawing No. 06152SD.DWG, dated October 11, 2006, and as shown on the attached as -built sketch. They installed a 1250-gallon, two compartments, plastic, "Fralo," septic tank on the southeast corner of the garage under construction. Two cleanouts were constructed between the septic tank and the buildings. One cleanout was constructed at about 11 feet east and two feet south from the. southwest building corner. There was also a cleanout on the inside of the garage, near the southeast corner. Fifty-six, Q-4, Standard Infiltrator Chambers were installed in two, continuous trenches, with segments of twenty and nine, and seven and twenty infiltrators in serial distribution. There was a minimum of six.feet separation between the individual segments. In the first and last infiltrator of each segment, inspection ports were installed. The trenches were less than 36 inches deep. The T's in both compartments were at least 14-inches long. If you have any questions, please do not hesitate to call. ``����1t1111t111I1 gJ)1J1/U//�/ Sincerely, `�Q,pOd. ;G/S+ •�,,�. •' LKP Engineerin`.+�A .s,� ��(%�j • VV • O V'• r �9526 �y �,.uoizaPetrovska, j•• ou President &••. .•''•�.�� Enclosure cc: Eagle County Environmental Health Department, fax: 910-328-8788 C ALKP-W P 121061520S1Q4.wpd ]P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax f• • • NwwFei 1�lpK� L,KP Engineering, Inc. ,as-euIc LOT 1. TWO RIVERS ESTMES C1'VIL/GEOTEC MCAL 164 &TEPHENS DRIVE SKETCH naTMO, EAGM COUNTY. e 00152 2555-05 JUNE 5. 2007 erne \5Sk 1 � 1 �P . �f/ d►.f f ac rvtm LIM f �7CL6dNou-r - y' e 1250- u°7CLLONS, --WO-COMPART]ENTS. "FRALO" SEPT`C reline P_O. lax 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax T7 . B"7 Oi.. CT 00-CT-00 coaco7co p c WfI.I I XY1 3 ISDS Permit # 2 ,'�55 - 0 (o Inspector Date ( 5 - 0 7 ISDS Final Inspection Completeness Form Tank is IZ50 gallons. Tank material 1= ►�ALQ / 75, 5-Ft- E. C62NEk. ©F HOY%A Tank (1) is located 775ft. and es from W Co P-N 1=-)e- or- PV0A4 C 5 P i- P "yti) -Tan K� 4 -ank (1) is located o ft. and s from C L � A N o UT C L ENwovr " I ` 10 , S Ff- , ry rr'► V° • C 0 a- N -c_ 2 6 t=- 1-16 VS Tank set level. Tank lids within 8" of finished grade. Size of field 1/25 ft2 5 , units lineal ft. Technology Qy i c K 4 Cleanout is installed in between tank and house and one every 100ft? 2 c) Q q cla '4 ow ) 'l 0,L4 2.6GL4 LOW 6r2 "T" that goes down 14 inches in the inlet and outlet of the tank. Effluent filter on outlet- Yes or No lb 116 /hche-5= Inlet and outlet is sealed with tar tape, rubber gasket, etc. 6 v ,,- / c- c--/ Tank has two compartments with the larger compartment closest to the house. Measure distance and relative direction to field. Depth of field 2-3 ft. V Soil interface raked. ,\/ Inspection portals within each trench. Proper distance to setbacks. Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks removed from trenches, etc.) Splash plate(s) installed at trench inlets. Type of pipe used for building sewer line , leach field Other N A 1 i I w c-. (-ov- -5 --Q -7 TD � I Wr L � Inspection meets requirements. - Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks: Well Potable House Property Lake Dry Tank Drain Field Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 Tank 50 10 5 10 50 10 * 10 -{-77 plV //7-A +-r N r I ✓ - - -- - v LC- -- Cc PROJECT Itoq e4pheos Cbrz . -Do4se2o arec %�c�o f�iV2r s E5_FRTe_S 'ROJECT�RIMIoTT PROJECT CONTACTS ,roject description duo n �aoul l itc! j de_1&� Y , G�iI(4y completion date Awn �r i.a1<. iI ;ems j ' WA ■ M name phone/fax e-mail ,4dccvn PI o-ff- R70 ?0 - _Box / to 5-4 -P,4r FOY o 3ox a i 4-7o- 37& - aa-?a 01-0.7 �du�a rats 8r1�3a o. Box 07si,377 ¢ Odn' YAOD ga q70 -- NO 70-7 � 0 � sttm 7. ILC_ documents enclosed notes j �1 PERCOLA 71ON TEST RESULTS GRAPHIC SCALE / Perc No. 1 Perc No. 2 Perc No. 3 / \ - 12 minutes per inch 10 minutes per inch 15 minutes per, inch zD 0 70 20 40 EO Average percolation rate recommended for design T = 13 minutes per inch. z R= 75.00 � o - IN FEET) L=141.29a 7 / o: _ ( Tan-10 _ I inch zo ft~ \ ���, j j d=107 554 57„ J PROFILE HOLE _ - 0 to 1 feet Topsoil �AA�\ \ / JCH=N86�L8'26"W' ✓l / 1 to 4 feet Silty, clayey sand 4 to 8 feet Brown, sandy gravel /� t- — — with - cobbles �~ 0� \\ \ \ ✓ i No ground water encountered I �(♦ : \ �\ �\ �� \ cam` t \ i DESIGN CALCULA TONS Design percolation rate T = 13 minutes per inch Z 44 ` 0/ \ Number of bedrooms = 4 �Q !� \ \ , \2 9� Maximum daily Flow = 0mox t` \ \ \ \ \ 0mox 4 bdrms x 2 persons/bdrm x 75 gallons/person/day x 150�' 0max = 900 gpd - \ o 1 `\ g SEP77C TANK , f \ xoo BASEMENT SOG = 983 V = 1250 gallons for 4 bedrooms plus 250 gallons for each additional bedroom MANV LEVEL FFE= 993 V for 4 bedrooms — 1250 gallons To�v s8,6 1 Use 1250 gal/on, two compartments "FRALO" poly septic tank. ' ABSORPTION AREA O B 5 \ 1 1 Based on Applicatlo Rate: W /TOW=,& / \ 1` �, 1 , 1` 1 ` Ln A = 900gpd/0.8 gpd/s. f. A - 1125 s.f. O I \ \ \ / - 6 - '- '" - - s9 ` Standard Infiltrator Chamber S tem in a trench configuration with an al/owed 50 percent l� O - --�- 0�5= I ion in -the absorption area recommended. - O O -reduction n- p o / o, / � , I, - { - - -F I I 1 I 1 _ - §- -- T - Acorrected - 563 s f. - LEAN ! I I lv Z _ _- - RO _ _ �_-_ .x•= - -' ,{,. ,, 9ga / 1 I I ( ., 1� w f t I - _ Surface area of one 0uick4, Standard Infiltrator Chamber _ 10 s. f. Use 56 Quick4, Standard, Infiltrator Chambers in trenches as shown on the plan. =-_t__�,, Otis S INCH -DIAMETER, ga 035, BUILDING / 1 / I / SEWER LINE R= 75.00 V O J ,j// / / / 0� / / j t / / ; — — _ / / / / 3 I ' L=95.48 1. Bends in the building sewer shall be limited to 45 degrees. O Q �'. / / / / i , / / ( / / / / / 7 ; / / � Tan = 55.44 .,1 W /'� / / f o, / / ( ( / { 1 0°` / i / � � ' • � � / / ,�, I $f � _ ►, / 2. The septic tank shall be installed level. The tank shall have removable covers or manholes ' � .- ( �, / / f N I to within 8 inches of the finished grade, for inspection and cleaning. w o 1 / / - - _ -470— -�C // / / / o,(� / CH=N68 50 46 W / � r ( �I / / / /- - -� - ANOUT % ! / 89.16 J. Excavate three 3 feet wide trenches. The horizontal distance from sidewall to sidewall LE , / I .(� (t between the trenches shall be a minimum of six (6) feet. ti LOT I __-((/0_ I / / / I t/ 4. The bottom and the sidewalls of the trenches shall be raked to eliminate smearing. O / / / / / \ / / g� t / / _ - Q7v �9- — of / /t ^� / _ _ -� e0 �' - - - - - - / / / / / I t� AO�� 5. Assemble and instal/ the Infiltrator Chambers in the trenches accordingto the / \ - - / / / / / / r manufacturers recommendations. - 6. Back6ll the sidewall area with native on -site soil for proper support. , / / O / / // / / I �`� 0164 7. Backfili the trenches with a minimum of 12 inches of tamped soil cover. � O i % 0 140) O , — _ / / / 8. Avoid vehicle traffic over the system. /,- / 1`L / / / - M I ARTMEN cD ,�- �l d, / i / / 9 / / _ _ 250 GA IONS. {N� CO T�, c0 'FRALO�SEPTyG�TANK I �i 9. All installations shall meet the rules and regulations of the Eagle County Environmental. N �V+ / / M Health Division, Chapter 4, Individual Sewage Disposal Systems. ai / / / / / I ♦ \ ao `� i SERIAL DIS7R/BGIJON / S / \ --i 9�a 2—FTj�VALL / / I 9 - �5i 10. The Septic System Installation .shall be inspected by the Eagle County Environmental O / BOWS--96,8 � ♦ � / � / / J / �, y9i p0 v' TOrW=shy f / I 6 / i / / ng'� • �i g5 Health Department and by the Design Engineer prior to backfilJing. 'W Cn O . c9 4-IN�H'b ETA . ( t v J \ 1 SDR_i5­EFFLUENT- INE j t / a g NSPEC, FI6N PORT r•- t - ELEVATION W 2-Fr I ! \{ \ �910 00 972 / f // / �' - INLET PORT OUTLET PORT a ^ ` � 2—FT �f'VALL / / �V00 WALL t j I i / N ' BT W�9 7 1� / / //' / / >04 BOW p ' Cn TOW=97 c� 1 ( `°� / / / / ' U/CK 4, STANDARD O - o t I I �_..' \ / f r / (/ i ' / / INFK TRA TOR CHAMBER AI m o L0 CI: _ -'-' LIJ 2 co 1 / / ^I Lo LENGTH = 148" THREADED ACCESS THREADED ACCESS HORIZONTAL STRUCTURAL OPENING :OUTLET PORT i / 1 / INLET PORT OPENING REINFORCING RIBS 1�� GAP 24" I.D. DIA. (FULL CIRCUMFERENCE) 24" I.D. DIA. 1" GAP » INV IN. SIN ' / QUICK4 STANDARD 8 INLET �. 40" LIQUID LEVEL cow p INV OUT ' I TAIL = SEE LOCAL EGS. DISTRIBUTION I UTI O N TRENCH DETAIL R ) SERIAL D S B / CROSS SECTION (TYP.) �, M AL =c>,; to �11.0,6 ";o / (NOT TO SCALE) II = / �- -o OPTIONAL 29526 W` = c� "' PARTITION WALL o . i20i INLET AT END OF ROW W MOUND FOR PROPER DRAINAGE W SEE LOCALREGS. � .,����iq /�N A1. _ , ...,., ,,..s,•:,':.4' :� _ FOR OPENING /llllllllli{11\11\� - �y/�.>;.�..h���•..f.p;..:�'''�...:,.•,.j;� �r;, REQUIREMENT �� .p!.. .*•,�<::t.A�„•y::�1.;+,:; .'�;` :r:: ,w .. BEGINNING OF ROW INLET AT ;:.. ;•� , L4. t:. �;';;�-""`r','4 >,,, s'.<i;,r,y,ri':•;• , OUTLET AT - :'QUICK 4 STANDARD CHAMBER F ROW ,.�:.; r.:.- ,:•:••`•::. J Q f BEGINNING 0 ;;fv r, r�:„e'.5f -0 flick a 0 n a n in n, n rk `:�;: , ';• 4 PVC PIPE-�.M.;: ,;,:�;o�:.;,:;,.;"�` ESTABLISH VEGETATIVE COVER f - - - _ - - _ - _ - - - - P';M iy. :s:wj'•..', .l .i: �.�... ,•:1 f.M.•.. :t;. j•.'.5. .,.''. 1. Jr: - - - - - _- _ - _ _ - _ _ - - - _ :.�'' •.,,••. :i;•%'',.%r' �":���,`M�t^,';'yr.`,,,: �,;,..�.,4•�yc..,; :.•:; DRAWN B�:• L.P. .z.. r..`... ...:•,:: { ;,. Lr•a>;.�:' 2/3 TANK LENGTH 1/3 TANK LENGTH 2" 8" �'" 'i''�" ��.>r• :;.• !+� rv.;:r NATIVE BACKFILIy'.C,•r;a r=1N 48M / '„ 24" MAX CHECKED BY.• L.P. - TH - - - - /�� j,:e �ti •:• •�i:j 't:: �!� �'+: r•" .:+.Y'i %):••,j: r--.' _ - - - E CT I O N - - (EFFECTIVE LENGTH) 7.4" LOUVER QUICK4 STANDAR '' OUTLET AT END OF ROW /"�a: 1.,�, ?�;:.. .:�..; ;•;..a.<- 4O" LIQUID LEVEL HEIGHT CHAMBER (TYP.) :+;-Y:; •�,,, PROJECT NO.: 06152 (AVG.) ��'t M 12» 6 SEPTECI'�T'" TANK 1250 GALLON /MODEL ST 12.r0 BY FRALO DArF• OCTOBER 11, 2oos N _ - FEET MINIMU ' DRAWING NO.: 06152.01 4- SIDE VIEW SIDE VIEW .SHEET _ 1 OF 1 f I f