Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
pitkin.eh.264501300102 (2010)
M0405O .4SITE WASTEWATER TREATIVk,.NT SYSTEM (OWTS) EH/NR CONSTRUCTION PERMIT ' Castle Creek Road, Suite 10 - Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5077 Permit #: 10007 Parcel I D #: 2645-013-00-102 Permit Issued: X NEW []REPAIR ❑REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY ❑AMENDMENT Owner(s): Rogers, Jim and Lisanne Property Address: Watson Divide Road Legal Description: Size of Lot: 6.135 Acres Detached Accessory Unit: ❑YES ®NO Size of Building: 5,749 Sq. Ft. Size of Accessory Unit: The system is designed for: A 5 bedroom home, the study is not considered a bedroom. Designed By: Phone #: Fax #: Tim Petz, All Service Septic, LLC Project #: _ 970-618-5033 Mailing Address: 303-:216-2796 Email Address: Perc Rate: 29 Minimum Tank Capacity: 1406 Profile Hole Depth: 8 1638 Dated Sq. Ft. 2/4/10 PO Box 2844 Glenwood Springs, CO 81602 Depth to Groundwater or Bedrock: Minimum Absorption Area Permit Conditions: 848 Not found This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This permit is for a 5 bedroom, 5,750 sf house. Groundwater was not encountered in the test pit and the design perc rate was calculated to be 29 MPI. The system will consist of a 2,000 gal, 2 compartment precast tank with screened dosing siphon. The field will consist of 4 rows of 22 graveless "Quick -4" chambers for a total of 869 sf of infiltration area. Serial distribution will be used. 6 feet of undisturbed soil shall be maintained between each trench. This Permit must be kept on-site (luring installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and a ,proved by EH/NR before final approval of the system will be issued. l Issued By: .`. �..9_S+- r Date: l r'3 t Expires: -1 3 �) d Installer: / License #: Reactivation Authorized by: !�) vt�t 0 V l , ✓1 Final Ap royal Is ed B DzW New Expiration Date: .,0', -ca Q z o I ❑ Fee Pel 403 09:" a.m. 03-04-2010 212 i 03/03/2010 20:18 9709220842 RUTGERS CONST, JAN PAGE 02/02 ONSI WA ATER TREATMENT SYSTEM (OWTS) =EH" CONSTRUCTION PERMIT APPLICATION 0405 Castle Creek Road, Suite 10 - Aspen, CO - 81611 Phone. 970.920.50TO Fax: 970.920.5077 ' Parcel IDOL (available from the Pitkin County Assessor's Office D / 3 970.820-S1S0 or at www o tkinass@gsQr,9m) ! Purpose of Permit. tZ NEW ❑ REPAIR DUE TO FAILURE ] REMODEUADDmON -]TANK ONLY FIELD ONLY Cost of System Repair or Rem, eVAddRion (approximate): n Property Address: VJ TTS6" DA DC QD E36ck' Filing: Subdivision: -rgpuny v ,V,ker . j I M t i -I SAt z owners Mailing Address: i31Z0LJpo0 aiVC Home Phor�' 3Q r 'Contact information must ba provided for the owner signing MIS applim Primary tC�onla�p�rBQ'J'''� A>1ti t owner): ConlaotlppntS Mailind�es �� �s tab Call Phon () r3 Fax Number: ol-4--o Cis fiZ --- building Pennit x (rt appllCapre): Cr�,a ��D n /Ono► p �'- N Lot Size (in acres): & I,3r A '7 r1 Size of Building (square feel): Detached Accessory Unit? Q YES ® NO Number of Potential Bedrooms Inor Fixture List for the Accessory Unit' 7�1 D r-) G Walar Source: [� PRIVATE WELL ❑SURFACE WATER Name of Community/Publlc'Waler System (if applicable); %Du L(I�s1 LO ny ,CO _ I�ic'72 S CO f`1 S t -+e .)C;( I r I N i,. City, Sts I'S - 60 49 1ci 11, Business P ons: Q 2 s Emall Address: 5— Size ❑ SPRING ❑ COMMUNTTY/PUBLIC WATER SYSTEM Engineering Firm' Job Number: PhNumber: rax Numoer: S�441;e-C -vac 8 W 61e 576-33 303 2/L .2 ?-9 M p g A rasa: yr;, City. State, zip' r.0 TVst rZ_ 28 - PLEASE READ BEFORE SIGNING: I certify that the above Information Is complete and accurate and that I have provided complete and accurate Information In all of the documents Included In my application package. I acknowledge that EWNR may revoke any permit I am Issued K my application Is found to contain any Insoeurate, false, or misleading information. I understand that no construction may be undortaken on an OWTS until an OWTS Construction Permit is tasued. Owner Signature (Required)7 > Dots: J Rec&hred By EtVI iR Staff: J� G;\OY,/TS March E, 2008 NEW RE( Fee & Receipt I' i � z 3 -4�- Data, Data- �;I10 Pitkin County Environmental Health Department Contact Log Sheet Name: S 2G�1 �- C-: 1 Address: Parcel [D Date_.- - !~'erson S 9ken To Comments /-Action to be Taken. _._ _ . initials Time D. vi i1 Gt d l. W 4 ,( m,4 rr Loot, ADOA 5 0 C OWTS DESIGN CALCULATIONS - for Pitkin Owner's Name .. ' Parcel ID # House Size (sq. ft.) jusyGo ' ` , ' (75 gpd or 100 gpd) 75 Number of Bedrooms in Main House Number of Offices, Libraries, Studies Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 750 State Review Required? no Perc Rate *am (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 1125 Minimum tank capacity 1406 gallons Absorption Area (=Q/5 X SQRT perc rate)(1.4 loading factor) A = 1,696 sq. ft. of absorption area required Absorption Area (=Q/5 X SQRT perc rate) WITH SECONDARY TREATMENT (no loading factor) A= 1,212 sq. ft. of absorption area required Abs. Area w/ loading factor (1325) Trench Bed Quick4 Trench Quick4 Bed Pipe and Gravel (-10%) 1527 no red. 1696 155 172 Dosing (-20%) 1357 (-20%) 1357 137 137 Chambers (-30%) 1187 (-10%) 1527 120 155 Max Allowable 0M 848 (-30%) 1187 86 120 Secondary Treatment Abs Area w/ out loading factor (1328) Trench Bed Pipe and Gravel (-10%) 1090 no red. 1212 110 123 Dosing (-20%) 969 (-20%) 20 98 98 Chambers (-30%) (-10%) 1090 86 110 Max Allowable (-50%) 606 (-30%) 848 61 86 110 SETBACK FROM WELL # of feet = 60 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 35 SETBACK FROM DRY GULCH # of feet = 0 L PO Box 2644 Glenwood Springs, CO 81602 Ph 970.618.5033 01 1 Fax 303-216.2796 May 29, 2013 Rutgers Construction Attn: Jan 0256 Twinning Flats Road Aspen, CO 81611 Installation Observations 1355 Watson Divide Road Pitkin County, Colorado OWTS Construction Permit Number 10007 Jan, Project No. 1639 ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on August 2, 2011 and May 29, 2013 for the subject property. Aspen Earthmoving installed the OWTS. The installation included a 2000 -gallon, two-compartment septic tank with a dosing siphon and four gravelless chamber trenches, each trench with 22 `Quick -4' chambers for a total of 88 chambers, equaling 869 SF of infiltrative area. There were greater than 6 -feet of undisturbed soil between the trenches. The trenches are connected serially. The 2000 -gallon tank has a mid -seam and was filled with water during installation. On August 8, 2011, the tank was filled with water to test for water -tightness. Aspen Earthmoving personnel observed some leakage in the surrounding soils. The seam was tarred and Aspen Earthmoving confirmed the liquid remained at a stable level above the seam. During the site visit on May 29, 2013, the liquid level in the tank was not full. This could be due to non-use of the system. It is recommended that once the system is in use, the tank be checked to assure proper liquid levels are maintained. Additionally, we recommend annual inspections of the system to assure proper functioning of the system. The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWTS in the future. Any additional OWTS construction must be according to the county regulations. LIMITS: Observations are limited to components that are visible at the time of the inspection. The installer must have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. The quality of the installation is dependent of the expertise of the installer, soil type, and weather conditions. Please call with questions. Sincerely, ALL SERVICE septic, LLC Timothy R. Petz, P.G. Reviewed Richard H n 2000 -gallon, two-compartment tank — see midseam 0 D May 29, 2013 Observations Inlet tee in tank (4 risers) Dosing siphon second compartment • View of tanks looking east Absorption area looking west Absorption area looking south _A i- i YF• r�A• y r w; -7128111 ..e. r .40C � f icy z s Y, 10 Box 2844 . Glenwood Spnngs,CO81602 ------ h 970.618.5033 Fax 303-216.2796 February 4 2010 Rutgers Construction Attn: Jan 0256 Twinning Flats Road Aspen, CO 81611 Project No. 1638 Revised Onsite Wastewater Treatment System Design, Proposed 5 -Bedroom Rogers Residence Watson Divide Road Pitkin County, Colorado Jan, ALL SERVICE septic, LLC reviewed subsurface conditions reported by CHURCH (Project #15183W), and prepared an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located at the top of Watson Divide, in an area where OWTS and wells are necessary. The revision is based upon a change in the building layout. SITE CONDITIONS The lot is currently vacant. A single-family residence exists to the north and is currently using a well and an OWTS. A 5 -bedroom single family residence having approximately 5700 SF is proposed as indicated on Figure 1. The proposed drain field area slopes 15% to the east, and vegetation consists of a moderate cover of native grasses and sagebrush. Water is provided by a well located 110+ feet to the north of the proposed residence. SUBSURFACE The subsurface was investigated by CHURCH by digging one profile pit and three percolation holes. The profile hole has a piezometer installed and is marked with pink flagging. The percolation holes have been backfilled. The materials indicated by CHURCH consisted of a 1 -foot of root zone, underlain by sandy clay, underlain by silty sandy clay to the maximum depth explored of 8 feet. Groundwater or bedrock was not encountered. Groundwater was checked on August 26th 2009 and no water was present. Reported percolation rates ranged from 20 to 40 minutes per inch (MPI). A 29 MPI rate will be used to design the OWTS. DESIGN SPECIFICATIONS The OWTS design is based on 5 -bedrooms and an average sewage load of 750 GPD. The installation must include a 2000 -gallon, two-compartment, precast concrete septic tank with a screened dosing siphon, followed by four gravelless chamber trenches. Each trench must have 1 row of 22 `Quick -4' Onsite Wastewater Systems Page 2 chambers for a total of 88 chambers, equaling 869 SF of infiltrative area. If ARC -36 chambers are preferred 72 chambers must be used. Serial distribution must be used to distribute effluent. Construction must be according to the Pitkin County Environmental Health and Natural Resources Department OWTS regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health and Natural Resources Department, and this design. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo - fabrics or plastics should not be used over the drain field. No heavy equipment, machinery, or materials should be placed on backfilled drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. ...,. `✓ `"�'� Onsite Wastewater System Page 3 LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL SERVICE septic, LLC Timothy Ztz 3 copies Reviewed By Richard H. ;,�•�� NERfjF,9•;sfi� :a 38662 N� • Church and Associates, Inc. Percolation Test and Profile Hole Results Pro No. 15183W September 23, 2002 U8/b�/2009 20:13 9709220842 :JUN 02 2009 11:05 FR DEUT BAND ry . y e 1 IML.E 1 - PERS Wain Diwida Pitkin County, Colorado feet g! flan PRO -1: RUTGERS CONST, JAN PAGE 06/07 7I U 75J bJeG fu 0wtidd d4C r, . 10zv DATE OF TEST: 916102 0-1 . Ta "I roaczor,�t1.NTEREt0)VW1TH1NFXCAVATt0N 1-4 +tai sandv. raveN�s shale fi !'Ar91!#5 V.ki, mart, Ii:]I 4 - 8 Cla c1q, sd , cas v, ifif, r+�ist, 16.75 1.75 N© GFiUUNDWATER WAS F,N I DE"" INTERVAL AVG. HOLE OF, TIME DEPTH � De" CIANGE, FERC. HOLE tduMBE1z I t0!~E, INTERVAL, START, ENL (INCHES)(MINUTES) (IN � ) (INCHES) RyyA,,T,,,,,E, RpTe, {OPQ 1 31 20 11.0Q 1325 2.25 } 20 13.2515.00 16.75 1.75 20 15.00 15,75 0.75 20 15.75 . 15.75 1.00 20 16.25 17,50 1,25 20 17.50 18.50 1,00 1 F:2:7:� 2 29 20 13.50 15.630 9.50 20 15.00 16.75 1,75 w 16.75 18.00 1.25 .20 12.50 14,00 1.50 a0 14.00 15.50 1,50 20 15.51 IT% 1-00 ! 20 3 30 20 11.75 43-00 20 '13-00 13.76 0.75 20 13.75 14.25 0.50 j 20 14,25 15.00 0.75 20 15.10 15.50 0-50 20 15.50 moo 00 0,60 E 40 JOB NO. 15183W 4 2 08/03/2009 20:13 9709220842woftL ;UN 02 200S 11:05 FR DEUTSC BANK TAM I (90ND Watson Wale Pitkin County, Colorado feet d two PRO -1: 0-1U211, rootzone 144 cl!y, SGrICYaraVri ft A�R V(%lAw -qi*-j qmldv mins RUTGERS CONST'J4N.011r. PAGE 07/07 713 759 550e I U Is '-jee-evqc DATE OF TEST: 9/6102 DEPTH TIME H I DIEM INTER VAL AVG. NOU HOLE OF INTF,RVAL, START, END "NOIE, prcgc— PeRc. NUMBER HOLE, I (MINUTES) INCHES) (INCHES) RAn RAM twi IMPO 4 30 20 12,50 13,75 1,25 20 13-75— 15-50 1.75 20 15.50 1625 5J5 20 1e,25 17.00 0.75 20 17.00 18,00 1.010 20 18,00 I 19-00 1.00-1 27 JOB NO. 18183W I F' 1. / N N�a REC. N0.490340 N r gc�g6 1 I ' 1 F m 'ss ♦t w' 1 41 ttTj 1 � r � l o I P / r O �o I g m� moa 0 '� 1 LLLiiI 7, 0g BW Po 9m � o q 0 ;p 0 Opo .09 '< 0 2 DOyZ444444440`� N S ,QOnO� A�iOZ Nroo�yl 3 �2NZVIVNI/1 Gt m�O~ �, 00 O p dg 5ytg s �9n � s yfa f�:� y dqo � tTl mom Zm$ O z y i it x m 9 139♦ ?g��' 13,4 2j iv CA ^v p r 4 r g Et m ` Ln PJB :E 7s G) m U) X 0 0 U) Z O;u C m Z M M 0 z;u 000 0r- m > 0 00 m Z U) (/) G) z m (n --i Sm m m m z -n E)- C/) c --I M ;o m K Z 0 C) 00 -n 0 > ;a 0 KK > z;- m c - r- , C.) WC13 > m m ;a w � X m mm (/) Z U) < > ' -n 0 cm 11 Ox Jnr- X z m Im K > c G) (1) W 4 6 -0 n 0 c 0 CDT 0 4� 03 n K) -m co rl) 0 ;a mm co W0 m m > T 0 a 0 K3 coo 9 cn z 'o 0 Z tj > G) 9 0 M U) Z zom- z o En M>o 0 Z 0 X z C/) m 0 z X 4 m m z m a 40 m ......... .. .. ... . ... .... . . .... . .. . . ...... 0 M, C MT Iwo -j m mz m ;M, M 0ci r- -M 0 Z zmv 0 > r- W . r- 0) M r ;u co 0 z co -4 M N) 0 x 0 > . v > M m . . ........ ... .............. . mzmK a) X m c�p0 m o (n r�/C 0 z 0 m 0 M 0 M;u Z -0 C-0 0 a 0 K3 coo 9 cn z 'o 0 Z tj > G) 9 0 M U) Z zom- z o En M>o 0 Z 0 X z C/) m 0 z X 4 m m z m a 40 m ......... .. .. ... . ... .... . . .... . .. . . ...... .... ... .. . ..... .. .... ... ............. ..... .. ... . .. .... .. ...... . . ...... .. .. .............. ... .. J-- . ... .... . - ..... . v . ........ . . . .... . ... ........... . . ........ ... .............. . ...... .... ... .. ....... s `°G) -0D 4 m O oC 0 N w °o x �D cn a 0 W.o 9' M c N C)(D O A. rn N r r n T /u C O� n (n O z 0X o z(n< 0� 0 7< 0 z ;o 000 0 o 00 T 7 Z Cn Sm cn sm D M X cn cn M z � M mC/)C N -P W� 0 W W F ATS j a 3 a0 _ o o O T I -< M c cn 70 D 0 M N O C) O O O n O 3 CD W O Ln c0 O? O cn cn CD 3 -IR U) oD m Z [An N O C q m 2 m O n c omm �0 0 =M - D<w z D oam OT 0fn w� z m 3 m D� m T 0mo 0� 0 M X M m mmz rn �nKc z=o cn <� ® z Z n N� p (nK 03 c Z N G7 m O D m O m m m m D ✓ XM O mz 3 �z vm m >0 Do o z O z 0Zo z G) 0 �m� ;� m D Tm �� X � mr- = 0� cm0 0 m0 zX n D rnr-0 pZ x 4-r,- 0 cn O O zc� w o rCX O O = Dr D u) 0 Xmm OZ S O � � �;u r <z F0-cn IT O C C.0 z� .0 � 00 Z Z '' 00G)-u0zO 0cn�= D rt9 w o g co m 0 X C D D z0m n02 O r c C7m cnzwm ..mmD m o z000� �W M m m N -P W� 0 W W F ATS j a 3 a0 _ o o O T I -< M c cn 70 D 0 M N O C) O O O n O 3 CD W O Ln c0 O? O cn cn CD 3 -IR U) oD o°-2� Z [An N O C q m 2 m O n c omm rn D Dn z 0 z (n 41 �= z m 3 M m T 0mo 0� 0Kmccn mmz cnp c_ �nKc z=o cn <� ® z = N� p (nK 03 c i -j mDM z Z m O D m O m m m m D 71z> XM O mz �z vm m�X� m Do o z O z 0Zo z G) 0 �m� ;� m D Tm �� X � mr- = 0� cm0 0 m0 zX mD0 pZ x 0 cn O O zc� w o Z =mom O O = Dr D u) 0 -�z S O � � �;u Z � Z z O C m .0 � C);o u Z m n rt9 w o g omo mow m oo v�oo. N -P W� 0 W W F ATS j a 3 a0 _ o o O T I -< M c cn 70 D 0 M N O C) O O O n O 3 CD W O Ln c0 O? O cn cn CD 3 -IR 50 -ja0-pt m. my C [An N O C q m 2 m n y N cn y z m 3 M O�22 OX< D �C) -0 -Ti C x0m IKcn Z p� M m Z I M M z 0 I z w n r D X ;n00D(n0Zmr mmmC)m�m - <=oo--I m i 7mZXnXKX� MC-)U)OrmDD- UnOjZr��ZZ me G)nm0p� OcnO� C> pn0m 7z�Occ mw n=OzpZ�D� n p p m D r c m — D cn� O m z o- o 0 2 G� Z m m-<Or-Mop�c D„ > mmr-; z m= p� n 0 0 w GOO mzDXO<m y��7-rr'OOZp0� X o --1 � a — . 0 - izCmcnz��z Z'mcnOmcnm m n O � �zmzo 2 m D W O 0 w Z mzr C) cnm. D A c zz + c Zzcn�DmFn-ni p 2 — �ozmm>o vc2cCnn>p=4 c -M-1 Mo omm z cn n :CJ O U) Cl) 0 -ja0-pt m. my C U) n A D n D M = r O m M O�22 T 3 ® n M v <a u m Ci ^? C ® z = o M i m ;n00D(n0Zmr mmmC)m�m - <=oo--I m i 7mZXnXKX� MC-)U)OrmDD- UnOjZr��ZZ me G)nm0p� OcnO� C> pn0m 7z�Occ mw n=OzpZ�D� n p p m D r c m — D cn� O m z o- o 0 2 G� Z m m-<Or-Mop�c D„ > mmr-; z m= p� n 0 0 w GOO mzDXO<m y��7-rr'OOZp0� X o --1 � a — . 0 - izCmcnz��z Z'mcnOmcnm m n O � �zmzo 2 m D W O 0 w Z mzr C) cnm. D A c zz + c Zzcn�DmFn-ni p 2 — �ozmm>o vc2cCnn>p=4 c -M-1 Mo omm z cn n :CJ O U) Cl) r D Z m 3 D z :U rn N M �Or - O�zo O o Dr -i 2 = O mc0o CA v K„� m zm-i� v z *;am O0 zm0= Win= ii Z r = u w m TI -nm mm -i v < ;a m u (n n m�nNi= D D u = OD ? m co W X cn O M O w M v cnUE y 0Or =cnm Oz� ZG� O K X m D m C�C)c0 oo-1� zzmo 0000 -n oomD D m O O O�cn X� < z m� z U _0 �m mXM za'z m� cn 4 m v D mnU)mm c G)OXN zz>0 r r m Z oorn oo>D zzpr 0 0 z C If u O r- -M4 n o - �000 o G) Z G)X0 v - p LVJ m D z C) D 1 O X DO -0X Ar -m 5 v moZZ 0mmm D;ucn vm00 G) X p m 0 0 ;u cn Z O u Z O m v0i Lnn n cn X N N m 0 0 x v cn a co -ja0-pt m. my U) n A D n D M = r O m O O�22 ? m Z r D Z m 3 D z :U rn N M �Or - O�zo O o Dr -i 2 = O mc0o CA v K„� m zm-i� v z *;am O0 zm0= Win= ii Z r = u w m TI -nm mm -i v < ;a m u (n n m�nNi= D D u = OD ? m co W X cn O M O w M v cnUE y 0Or =cnm Oz� ZG� O K X m D m C�C)c0 oo-1� zzmo 0000 -n oomD D m O O O�cn X� < z m� z U _0 �m mXM za'z m� cn 4 m v D mnU)mm c G)OXN zz>0 r r m Z oorn oo>D zzpr 0 0 z C If u O r- -M4 n o - �000 o G) Z G)X0 v - p LVJ m D z C) D 1 O X DO -0X Ar -m 5 v moZZ 0mmm D;ucn vm00 G) X p m 0 0 ;u cn Z O u Z O m v0i Lnn n cn X N N m 0 0 x v cn a 9/11/209 16 3 3-26 0 i 3235s'3ao cF �� 33 ���4 AI5 O 3 _ n O D o y a z m m $ 1O m o vm 5 CQ I z ���� O O o n v _ n O y�w y e z e. � 41 lyra 1,27" N ?� sss� � case$ 9 mfi All 9O I v i n O C7 _ m y y v - z cZi i Permit Constructed Help Last Refresh: 3/4/201012:02:07 AM Receipt: (1267505 Division: 5 Permit #: 1.45170-- Water District: 38 Well Name / #: County: PrMN Designated Basin: Management District: Case Number: WDID: [-] Applicant/Owners History Date Range Applicant/Owner Name Address City/State/Zip Unknown - Present ROGERS JAMES C V & LLSANNE L 2421 BRENTWOOD DR HOUSTON, TX 77019- [-] Location Information Approved Well Location: Q40 Q160 Section Township Range PM Footage from Section Lines NW SW 1 9.OS 86.OW Sixth 2680 N 1280 W Northing (UTM y): 4351592.5 Location Accuracy: User supplied Physical Address City/State/Zip Parcel ID: 49-2645-013-00-102 Easting (UTM x): 331655.0 Subdivision Name Filing Block Lot Acres in Tract: 6 [-] Permit Details Date Issued: 08/29/1986 Date Expires: Use(s): HOUSEHOLD USE ONLY Special Use: Area which may be irrigated: Maximum annual volume of appropriation: Statute: Permit Requirements: Totalizing Flow Meter No Aquifer(s): ALL UNNAMED AQUIFERS Geophysical Log Abandonment Report No No Cross Reference Permit Number Receipt Description Permit(s): Comments: Parcel creation per 85CV178,"Easterly Parcel" noted by Pitkin County Exemempt from Subdivision regulations. Tax #RO11750 dmw 3/10/08 [-] Construction/Usage Details Well Construction Date: 10/23/1986 Pump Installation Date: Well Plugged: 1st Beneficial Use: Elevation Depth Perforated Casing (Top) Perforated Casing (Bottom) Static Water Level Pump Rate Lic # Name Address Phone Number Driller 1095 SHELTON, WAYNE BOX 1059 BASALT, CO 81621 970-92714182 [-] Application/Permit History Well Construction Report Received 11/18/1986 Well Constructed 10/23/1986 Permit Issued 08/29/1986 Application Received 08/13/1986 [-] Imaged Documents Document Name Date Imaged Annotated Original rile 12/05/2007 No Chanoe in Owner Name/Address 11/27/2007 No US I Iff AA M3 i. W K css �► WATER I�lOIMCES Copyright © 2009 Colorado Division of Water Resources. All rights reserved. X G1 i-' IFr -HIS TO #IE :a xA'L;"OS9ECT COP`/ 0"r QUIT CLAIM DEED AND ASSIGNMENT - �- THIS QUIT CLAIM DEED and ASSIGNMENT is made this 21" day of September 2006 between CHERIE GERBAZ OATES, grantor and JANtEs C.V. ROGERS and LISANNE L. ROGERS, as joint tenants, grantees, 2421 Brentwood Drive, Houston, TX 77019. WITNESSETH, That the grantor, for and in consideration of the sum of TEN DOLLARS the receipt and sufficiency of which is hereby acknowledged, has remised, released, sold, QUIT CLAIMED and ASSIGNED, and by these presents does remise, release sell, QUIT CLAIM and ASSIGN unto the grantees, their heirs, successors and assigns forever, any and all water and water rights, water structures and structure rights, together with the improvements relating thereto used upon, benefiting, or otherwise appurtenant to the real property described in Exhibit A attached hereto and by this reference incorporated herein, including, but not by way of limitation, the following specifically described interests: Well Permit No. 145170. Grantee's interest in and use of this water right shall be conditioned upon and subject to the terms and conditions of the Well Sharing Agreement entered into and recorded under Reception No. 498341 of the Pitkin County real property records; and, 2. An undivided fifty percent interest in and to: a) An undivided 0.26 percent of the Gerbaz Extension of the Snowmass Divide Ditch (Diversion rate 30 gpm), Adjudication Date 3/23/1973, Appropriation Date 10/9/1965, Case No. W-810, Water District 38; and, b) An undivided 1.06 percent of the Snowmass Divide Ditch (Diversion rate 30 gpm), Adjudication Date 5/31/1904, Appropriation Date 6/25/1889, Priority No. 207B, Water District 38. TO HAVE AND TO HOLD the same, together with all singular the appurtenances and privileges thereunto belonging or in anywise thereunto appertaining, and all the estate, right, title, interest and claim whatsoever, of the grantors either in law or equity, to the only proper use, benefit and behoof of the grantee, his heirs, successors and assigns forever. The singular number shall include Q 'o QUIT CLAIM DEED AND ASSIGNMENT Page 2 the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WHEREOF, The grantor has executed this deed and assignment on the date set forth above. Cherie Gerbaz Oates STATE OF COLORADO ) ss. COUNTY OF PITKIN ) The foregoing instrument was acknowledged before me this )ff day of September 2006 by Cherie Gerbaz Oates. INITNESS my hand and official seal. Brandi L. Jepson I ivotars� Public My Commission Expires 07125/2009 Rey commission expires: 601 E. Hopkins Aspen, Co 81611 ','-)A cz,� Notary Public �— BRANDI L. Imo. JEPSON yJ . OO SCF C01-0 3 EXHIBIT "A" LEGAL DESCRIPTION A tract of land situated in the NW'/, SW'/. and the NE'/< SW'/< of Section 1, Township 10 South, Range 86 West of the 6th P.M., lying Southerly of the East-West Centerline of Section 1, said tract being described as follows: Beginning at a point whence the West K Comer of said Section 1 bears S 89°59'05" W 270.04 feet; thence N 89°59'05" E 1301.92 feet along said East-West Centerline of Section 1; thence S 29°30'21" W 51.79 feet; thence S 65°51'37" W 464.65 feet; thence N 76°11'39" W 340.00 feet; thence S 63'09'03" W 309.56 feet; thence N 76°11'39" W 64.90 feet; thence S 53°16'21" W 228.19 feet; thence N 00°00'55" W 414.40 feet to a point on the said East-West Centerline of Section 1, the point of beginning. I AUG 25 2006 10:35 FR DEUTSCHE BANK 713 759 6902 TO 919709202131 P.03 AUG. 2t. 2006 5:03PV c 'S KNEZEVICH UROENSWARTZ NO.8006 P, 2 JOHN C. K PHA,RT & CO. GRANO JUNNON LARRAIRE 439 NORTH AVENUE • PHONE 2.42-76I B • ORANO1UNCT(ON. COLORADO 01501 Recalved from: P_0.11 Aqua -Tec 1 SAMPLE SOURCE Leonard Dates LAB Is a317 DATE SAMPLED .% DATE RECEIVED ? / i 0/ 7 DATC REPORTED 3/4/87 LAB DIRT=CTOR Brian S. Bauer ANALYTICAL REPO(iT' State Limit Result Nonmandatory Paramelor State SUB - gvated Limit Result Mandatory Palsmater Du01io SupP1Y Arsonic(Ac} 0,05 mg/I 0.000 — mg/I Color IS Co/Pc unit 5 Units - Barium(Ba) 1.0 mg/l 0. 0 — - mg/1 pH - 6.85 ��--PH ui�it5 `0.0 Cadmium(Cd) 0.01 me/I m /1 9 Conduclivit @ 25° C y 3200 umhos/cm Chromium(Cr) 0.05 mg/l 0.005 __ mg/1 Sodium(No) 20 mg/t mg/I Flucride l 2.4 1-11/1 0_16 mg/1 Caleu)m(Ca) 47 474 mg/) Lead(Pbl 0.05 Prig/I 0.010 mg/l Magnegium1mg) 120 mg/I 1315 Ing/l MercurY(Hg) 0.002 mg/( D. 0 0 %QO m9 /l PotauiumtK) - 4.6 mg/i Nitrate(N) 10.0 mg/I 0.222 mg/l Chtorlde(CI) 250 mg/l 27 mg/l Sotoniunt(Se) 0.01 mg/l 000- mg/l Sultete(504) 250 mg/l 1500 trig/l SilverlA9} 0,05 mg/I 0.0000 mg/I Phe6olphth3leln Alkalinity (CaCO3) Q mg/I _... CHLORINATED HYDROCARBONS- PMICIOBSTotal AlkallnitY(CaCO3) mg/1 Endrin 0.0002 mg/t Mg/t Bicerbonate(HCO3) mg/I 577 mg Undone 0.004 mg/l mu CarbanatelG%) mg/I •� mg/l Mathoxychlor 0.1 mg/l mg/( Dissolved Solids 500 ring/i 2600 —mg/1 Toxaphene 0.005 mg/I mg/I Hardness(CaCO3) 200 mg/t 1790 mg/i HERBICIDES Turbidity(NTU) 1 NTU 44.5 NTu • 2,4.D 0.1 mg/I mg/I 9oron(B) 0.58 mg/l 2, 4, S -TP 0.01 mg/I mg/t Copper(Cu1 1.0 mg/t 0-2-69--1ng/1 RADIOACTIVITY Iron(Fe) 0.3 mg/l 3-85 mg/I Gross Alpha iSDCi/1 PCI/I Manganese(Mn) 0.05 mg/t 0-L.L62—mg/( Gross Beta 50 PC!/) pCi/t Motybdenum(Mo) 0,000 mg/I z ; Radium 226 + 228 5 pCll1 cC /I AmmoriiL(N) 9.5 mg/l ! ti Phosphate(P) - 0 -nn— mg/l Zinc(2n) 5.0 mg/I Q.135 mg/I a Aaslee - - 7820 Hwy. 82, Glenwood Springs, Colorado 81601 (303) 945-2703 (303) 876-2773 DATE 2.- 11R. 11R. L_0Nt;F D GATES ASPEN. CO. 51611 TO WHOP { IT MAY CONCERN: WELL LOCATION, WATSON DIVIDE ROAD THE WELL WAS TESTED AT A PUMPING RATE OF 16.6 GALLONS PER MINUTE FOR 4.0 HOURS. DATE OF TEST 219/37 APPROXIMATE STATIC LEVEL 207.6 FEET APPROXIMATE DEPTH 253 FELT 'TOTAL GALLONS PUMPED DURING TEST 3239 HORSE POWER OF PUMP 1.5 APPROXIMATE PUMPING SETTING 260 FEET THE TOTAL DRAWDOWN OF THIS WELL WAS ONLY 5.2 FEET WHICH INDICATES THAT THE WELL WAS PR.OBALLY CAPABLE OF PRODUCING IN EXCESS OF 20 GALLONS PER MINUTE. THE TEST DATA OBTAINED IS REPRE_ENT'_TIVE OF OtILl' CONDITIONS OBSERYED 9-i THAT DATE AND DOES NOT ACCOUNT FOR POSSIB__ SEASONAL OAPIATION IN THE AQUIFER NOR LCINGER PUMPING DURATIONS. RESP CTFULLY SU811ITTED, TOM PL ATZEP. STATE LICENSE *1106 wo COLORADO DIVISION OF WATER RESOURCES FORM MUST BE SUBMITTED 1313 Sherman Street - Room 818 iIN 60 DAYS OF COMPLETION DEnYer Colorado 80203 rHE WORK DESCRIBED HERE- . TYPE OR PRINT IN BLACK WELL COMPLETION AND PUMPN57ALLATEON REPORT K PERMIT NUMBER s Catee WELL OWNER _ '% of the % of Sec i ADDRESS 12G, nZ✓cl tr ;}x. _ a��1?� Go. 944.611 9 � S: ii 6 T R PM. DATE COMPLETED 20/23 19 HOLE DIAMETER i WELL LOG - in from to �'j ft From To Type and Color of Material Water Loc. coo 050 b7vma clays 450 2?5 trair.o:{ ratrslo 2_30 Size_, & kind 'r� from '� to §1'' ft_ Size _ & kind from 273 Perforated Casing 275 to ?75 ft. Size & kind from to ft, TOTAL DEPTH — to ft GROUTING RECORD Use additional pages necessary to complete log. I � lag in from to ft. in from to ft. DRILLING METHOD A -Ir ;;CALUX'� CASING RECORD: Plain Casing Size ___7 &kind Stw,�71 from 0 to €t. Size_, & kind 'r� from '� to §1'' ft_ Size _ & kind from to ft. Perforated Casing rr �, Size _,_ & kind 1 " from fit' to ?75 ft. Size & kind from to ft, Size _ & kind from to ft GROUTING RECORD Material _. 2c -2s; Intervals Placement Method i GRAVEL PACK: Size Interval TEST DATA ) 1 I Date rested 10/2, , 39 $` Static Water Level Prior to Test 10 ft. Type of Test Pump 2 ilCti'c3 Length of Test ? Sl t ( t Sustained Yield (Metered) tom.: j Final Pumping Water Level j WRJ-5,Rev' To COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Cpm V F_1) -PERMIT APPLICATION FORM AUG 2 1 1986 Application must be complete where (x ) A PERMIT TO USE GROUND WATEOATER RESOURCES applicable. Type or (St ) A PERMIT TO CONSTRUCT A WELL$i1tE ENGINEER print in BLACK FOR-.( x) A PERMIT TO INSTALL A PUMP W>A INK. Nooverstrikes or erasures unless ( ) REPLACEMENT FOR NO. initialed. ( ) OTHER WATER COURT CASE N0. (1) APPLICANT -mailing address NAME Cherie Gerbaz Oates STREET 1205 Riverside Drive CITY Aspen, Colorado 81611 (state) (Zip) TELEPHONE NO. (303) 925-6614 (2) LOCATION OF PROPOSE�ELL P itkin County NW '/. of the. SW %, Section 1 Twp. 9S _ Rng. 86 W 6th P.M i N.SI (EW• (3) WATER USE AND WELL DATA Proposed maximum pumping rate (gpm) Average annual amount of ground water to be appropriated (acre-feet): Number of acres to be irrigated: Proposed total depth (feet) 15 1,0 0 150 Aquifer ground water is to be obtained from: Owner's well designation GROUND WATER TO OE USED FOR: (X ) HOUSEHOLD USE ONLY - no irrigation (0) ( I DOMESTIC (11 ( 1 INDUSTRIAL (5) ( ) LIVESTOCK (2) ( ) IRRIGATION (6) ( ) COMMERCIAL (4) i ) MUNICIPAL (8) ) OTHER (9) DETAIL THE USE ON BACK IN 01) (4) DRILLER Name Collins Drilling Co., Inc. Street 0589 Thamnc Road Carbondale, Colorado 81623 City (state) (71p) Telephone No. 963-2812 Lic. No. 634 RECEIVED AUG 13 1986 MATER REMURCM lwf. 011111. FOR OFFICE USE ONLY: DO NOT WRITE IN rHI5 GULUMN Receipt No. Basin Dist. CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of -he permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 1) APPROVED PURSUANT TO CRS . 37-92-602 (3)(b)(II) AS THE ONLY WELL ON A RESIDENTIAL SITE OF G.J35-ACRES DESCRIBED AS PARoc N'tv /y � nye Yv 510 r.4 I £. to/.MI 2) THE USE OF GROUNDWATER FROM THIS WELL IS LIMITED TO ORDINARY HOUSEHOLD PURPOSES INSIDE A SINGLE FAMILY DWELLING, AND SHALL NOT BE USED OUTSIDE THE HOUSE FOR ANY PURPOSE. 3) THE RETURN FLOW FROM THE USE OF THE WELL MUST BE THRU AN INDIVIDUAL WASTE WATER DISPOSAL SYSTEM OF THE NON - EVAPORATIVE TYPE WHERE THE WATER IS RETURNED TO THE SAME STREAM SYSTEM IN WHICH THE WELL IS LOCATED. _ rh. IP- i s-Qc APPLICATION APPROVED 1 PERMIT NUMBER 145170 DATE ISSUED. AUG 2 91986 EXPIRATION DATE AUG2 91988 iSC (ST TE ENWNEER► I. D. s 3 COUNTY (5) THE LOCATION OF THE PROPOSED WELL and the area do which the water will be used must be indicated on the diagram below. Use the CENTER SECTION (1 section, 640 acres) for the well location. + = t - + - -1--- - + - - - + t MILE. 5280 FEET --y' + t + + + + NO TH 1 4- 4- I .4 -I 4- 4-- 1 The scale of the diagram is 2 inches = 1 mile Each smal I square represents 40 acres. WATER EQUIVALENTS TABLE (Rounded Frgures)r An acre foot covers 1 acre of land 1 foot deep 'cubic foot per second lcfs) . 449 gallons per minute igpm) A family of 5 will require approximately t acre-foot of water per year - 1 acre-foot 43,560 cubic feet - 325,900 gallons. 1,000 gpm pumped continuously for one day produces 4.42 acre-feet. (10) LAND ON WHICH GROUND WATER WILL BE USED: Owner(s): Legal description: (11) DETAILED DESCRIPTION of the use of ground water system to be used. Household use to service 3.000 septic tank with leach field (6r THE WELL MUST BE LOCATeD BELOW by distances,from section lines. 2680 ft. from North sec. line (north or south) West 12 80 ft. from 1` eSt sec. line (east or west) LOT BLOCK FILING x5[ SUBDIVISION Not applicable - See attached (7) TRACT ON WHICH WELL WILL BE LOCATED Owner: Cherie G. Oates CGO No. of acres 6 . Will this be the only well on this tract? VaG (8) PROPOSED CASING PROGRAM Plain Casing 6-5/8 0 125 in. from ft- to ft. in. from ft. to ft. Perforated casing 6-5/8 in. from 125 ft. to 150 ft l� 1 } — I The scale of the diagram is 2 inches = 1 mile Each smal I square represents 40 acres. WATER EQUIVALENTS TABLE (Rounded Frgures)r An acre foot covers 1 acre of land 1 foot deep 'cubic foot per second lcfs) . 449 gallons per minute igpm) A family of 5 will require approximately t acre-foot of water per year - 1 acre-foot 43,560 cubic feet - 325,900 gallons. 1,000 gpm pumped continuously for one day produces 4.42 acre-feet. (10) LAND ON WHICH GROUND WATER WILL BE USED: Owner(s): Legal description: (11) DETAILED DESCRIPTION of the use of ground water system to be used. Household use to service 3.000 septic tank with leach field (6r THE WELL MUST BE LOCATeD BELOW by distances,from section lines. 2680 ft. from North sec. line (north or south) West 12 80 ft. from 1` eSt sec. line (east or west) LOT BLOCK FILING x5[ SUBDIVISION Not applicable - See attached (7) TRACT ON WHICH WELL WILL BE LOCATED Owner: Cherie G. Oates CGO No. of acres 6 . Will this be the only well on this tract? VaG (8) PROPOSED CASING PROGRAM Plain Casing 6-5/8 0 125 in. from ft- to ft. in. from ft. to ft. Perforated casing 6-5/8 in. from 125 ft. to 150 ft in. from - ft. to ft. (9) FOR REPLACEMENT WELLS givedistance and direction from old well and plans for plugging it: N/A No. of acres Household use and domestic wells must indicate type of disposal .square feet (12) OTHER WATER RIGHTS used on this land, including wells. Give Registration and Water Court Case Numbers. Type or right Used for (purpose) Description of land on which used _ r (13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS TRUE T T E BEST OF HIS KN WLEDGE. rURE OF APPLlCAIMS1 Cherie rerhaz Oat Use additional sheets of paper if more space is required. RECEPTION#: 565467,12/2112009 at 09:24:07 AM, 1 OF 1t, R $0.00 Doc Code ADMIN DECISION Janice K. Vas Caudill, Pitkin County, CO ATION OF THE pITIONN COUNTY, COLORADO, --- %ECTOR GRANTING APPROVAL FOR THE ROGERS ACTIVITY ENVELOPE AND SITE PLAN APPROVAL Administrative Determination No. 2009 RECITALS 1. Lisaanne and James Rogers (hereafter referred to as "Applicants") have applied to the Coity Development Director of Pitkin County, Colorado ("Director") for Activity Envelope and Site Pmmun lan Review approval with vested rights to develop a single family residence with accessory residential uses. 2. The parcel is located at the top of Watson Divide at the base of Williams Hill southwest of Highway 82 and is more specifically described in Exhibit A. PID # 2645-013-00-012- 3. The parcel contains 6.135± Acres and is a non -conforming sized parcel within the RS -30 zone district. The parcel is currently undeveloped and bisected by a road which leads to the adjoining parcel to the north. 4. The parcel was created by a District Court partition, Case No. 85CV 178 and was determined by the County Attorney to be exempt from Growth Management up to 5,750 square feet. 5. The parcel received Special Review approval pursuant to Planning and Zoning Commission Resolution No. 86-22 and 1041 Hazard Review approval pursuant to Hearing Officer Determinations 02A-2002 (which replaced Determination No. 02-2002) and 30-2006. A 1041 Hazard Plat was recorded in 2002 at Book 62 Page 31; Reception No. 471219 6. The Applicants submitted an application after July 6, 2006, therefore, the application is being considered pursuant to the 2006 Land Use Code, as amended. 7. Public notice was published in the paper on June 14, 2009. No comments were received within 30 days. S. The Director finds that a portion of the request complies with the applicable provisions of the Land Use Code, as follows: a. The activity envelope for the main residence is primarily located on slopes of less than 30%. b. The wildfire hazard is rated as moderate, and can be mitigated pursuant to the provisions of Section 7-20-70 of the Code. c. The property lies within mule deer summer, winter, severe winter, winter concentration, and overall range for mule deer and immediately adjacent to mule deer migration corridor and highway crossing area. With respect to Elk, the parcel lies within overall, winter and migration corridor range and immediately adjacent to winter concentration and severe winter concentration, highway crossing and migration path areas. The CDOW has stated the parcel contains critical habitat for both species. The impacts in the activity envelope for the main residence can be mitigated pursuant to Sec. 7-20-60. d. The parcel is located within the Scenic View Plane as seen from Watson Divide Road, Snowmass Creek Road and Capitol Creek Road. The parcel was found to be exempt from Ridgeline Review pursuant to Hearing Officer Resolution No. 02A-2002, as it was not specified as a requirement of the court ordered settlement (Case No. 85CV 178). 9. The Director further finds that these requests do not comply with the applicable provisions of the Land Use Code as follows: Administrative Determination —2009 Page 2 10 a. The proposed activity envelope on the west side of the access road designated for Pond, Utility, Landscape and Pasture lie within critical wildlife habitat —critical winter range for both mule deer and elk; mule deer summer, winter, severe winter, winter concentration and overall range; elk winter, overall and migration corridors and immediately adjacent to winter and severe winter concentration areas a migration path and do not meet the provisions of Section 7-20- 60(c) of the Code. b. The proposed activity envelopes on the far eastern portion of the parcel designated for Solar Installation and Utility Access also lies within critical wildlife habitat, as well as steep slopes and do not meet the provisions of Section 7-20-60(c) and 7-20-20(b) and (c). THE DIRECTOR DOES HEREBY DENY the Pond, Utility, Landscape and Pasture Envelope located on the West side of the repeater access road on the parcel and the Solar and Utility Access Envelopes located on the far Eastern portion of the parcel in order to preserve critical wildlife habitat and avoid steep slopes of the Rogers Activity Envelope and Site Plan; THE DIRECTOR DOES HEREBY APPROVE the Development Envelope for the main residence of the Rogers Activity Envelope and Site Plan, subject to the following conditions, which shall run with the land and be binding on all successors in interest: 1. The Applicants shall adhere to all conditions and material representations made in the current application and shall consider those representations to be conditions of approval, unless amended by other conditions or as amended herein. 2. This approval shall replace Planning and Zoning Commission Resolution No. 86-22 (Reception No. 280234) and Hearing Officer Determinations Nos. 02A-2002 and 30-2006 3. No calculations for height, bulk, setback, size, floor area, or any other building and zoning requirements have been conducted. These requirements will be considered at the time of building permit review. Structures represented in the application might not be permitted under building and zoning regulations. 4. $Me state of the existing vegetation to the west of the access road as recorded at Book 556 Page 634, Oteception No. 498340 and to the east of the approved development envelope over the break of the --slope as it slopes to the east shall not be disturbed or changed in order to preserve the most critical wildlife habitat on the parcel. Prior to submission of any future building permit or development applications, the Applicants shall be required to submit for approval by the County Attorney and Community Development a Site Plan with an Activity Envelope in accordance with Land Use Code Section 2-30-20(g) and Application Manual Sections 2.1.1 & 2.1.12. The above referenced approvals shall be a condition precedent to finalization and recordation. The Mylar copy of the plat shall be signed by the owner prior to submittal for recording. The Site Plan shall be amended as follows, prior to submission: a. Change the title to "Oates/Rogers Activity Envelope and Site Plan". b. Remove the "Hearing Officer Approval" signature block. c. Include a "Pitkin County Community Development Director" signature block. d. Amend the "Waiver" signature block to "Owner" signature block, eliminate the 1041 reference and change it to `environmental hazards". Add a signature line and title for Lisanne Rogers. 4 Administrative Determination Ill/ -2009 Page 3 e. Amend the Clerk and Recorder's signature block to eliminate the 1041 reference and change it to "Activity Envelope and Site Plan". f. Remove the Solar/Utility Envelope and Utility Access Corridor Envelope from the eastern side of the site plan. g. Remove the Pond, Utility, Landscape and Pasture Envelope and all development from the site plan. h. Include an access envelope for the access road which bisects the parcel, keeping the envelope as close to the current road as possible. i. Include a slope analysis key. j. Include the location and approximate size of the septic field within the approved Activity Envelope. k. Include the location of the 20,000 gallon water supply as required by the Aspen Fire Protection District or the location of the nearest fine hydrant or adequate water supply required for mitigation. All structures shall be located within the approved Activity Envelope. 1. Include the following Site Plan notes: i. The parcel is mapped in a moderate wildfire area. ii. The parcel is mapped as Mule Deer Summer, Winter, Winter Concentration, Severe Winter and Critical Winter Range. iii. The parcel is mapped as Elk Overall, Winter, Critical Winter and Migration Corridor Range. 6. Floor area shall be limited to 5,570 square feet exempt from growth management without the use of TDR's or growth management allotments. Floor anew shall be palculated based on the definition in effect at the time of building permit submittal. 7. Prior to the issuance of a building permit for the residence, the Applicant shall: a. Complete a fireplace/woodstove permit application form with the Community Development Department, if necessary. b. Obtain a County Access Permit for the driveway, which shall be approved by the Planning Engineer. The access drive shall be built to current County Standards, as described in the Pitkin County Asset Management Plan. The driveway layout shall be staked in the field and reviewed and approved by the Planning Engineer, prior to commencement of construction. The Access permit shall include: i. All utility line locations. Utilities shall follow the alignment of the approved driveway. ii. Applicant shall comply with the requirements of the Aspen Fire Protection Department regarding access. c. Submit a site specific, detailed drainage and erosion control plan prepared by a qualified engineer or geologist for review and approval by the Planning Engineer. All historical drainage patterns shall be maintained. All Slopes steeper than 2:1 shall utilize erosion control blankets. If the project disturbs more than one (1) acre, a State Stormwater Permit shall be obtained prior to permit issuance. Administrative Determination (0q —2009 Page 4 d. Submit a construction management plan for review and approval by the Planning Engineer showing the locations of staging, material storage including all retained soils and employee and construction traffic parking all within the approved activity envelope. e. Submit a lighting plan for review and approval by the Community Development Department to ensure comp( iance with the standards for residential use of the property. f. Pay the applicable road and employee housing impact fees. g. Provide proof of adequate water supply (in terms of quantity and availability for domestic and fire protection purposes, and for irrigation purposes, if applicable, to the Environmental Health Department. h. Obtain an OWTS permit from the Environmental Health Department. The system shall be located within the approved activity envelope and must comply with setback requirements from surface and groundwater sources. 8. A detailed landscape/re-vegetation plan shall be submitted prior to submittal for any excavation or building permits, for review and approval by the Community Development Department and the Colorado Division of Wildlife. The plan shall include: a. A vegetative screen on the north, east and west sides of the approved activity envelope to minimize the impacts of human activity on wildlife. The screen shall be planted with trees of sufficient height (approximately 12' to 16') and density to screen and minimize disturbance and shall utilize only native species including juniper, pinion pine and/or other vegetation approved by Community Development and CDOW. This screening must be in place prior to the final building inspection. If the applicant anticipates completion of construction during winter months, the screening shall be installed the previous planting season unless other arrangements are made with the Community Development Department or a Certificate of Occupancy will not be issued. b. A tree mitigation plan for any trees to be removed with a 6" or larger D.B.H. c. A re -vegetation plan for all areas of disturbance using only native shrubs and Pitkin County Approved Seed Mixes, especially Beneficial Browse mix along the borders of the approved activity envelope. d. A review, assessment and mitigation of the proposed landscapingtre-vegetation plan by a Pitkin County Wildfire Expert to ensure compliance with all wildfire regulations. 9. Prior to submittal for any excavation or building permits, the Applicants shall submit a covenant for review and approval by the County Attorney, which prohibits commercial agricultural use on the parcel. This covenant shall be recorded in the office of the Clerk and Recorder of Pitkin County. 10. No structural development in excess of 30" in height above natural or finished grade shall occur within the setbacks of the lot. Landscaping in the form of berms shall not exceed four (4) feet from the most restrictive grade. Any external development located within setbacks mandated by County zoning regulations shall require a variance from the Board of Adjustment. Approval of an activity envelope within such setbacks does not assure approval of a variance. 11. No development including grading, excavation, fill placement, berming, landscaping, vegetation removal or disturbance, septic system or wildlife friendly fencing shall occur outside the approved activity envelope with the exception of vegetation removal necessary to comply with the wildfire mitigation measures described above. No structures shall be permitted outside of the approved development envelope. Administrative Determination[ -2009 Page 5 12. The residence shall be reasonably consistent with the images included in this application. The exterior of the residence shall be finished in the natural earth tones of the immediate vicinity. Reflective materials shall not be used unless the materials are treated prior to installation to eliminate reflection. This shall include materials associated with solar or photovoltaic equipment. Color and material samples shall be provided to the Community Development Department for approval prior to issuance of any building permits. 13. Driveway lighting is prohibited and all other lighting shall comply with the lighting code. 14. All new utilities located on or servicing the parcel shall be located underground. 15. All satellite dishes must be located to minimize visibility from Watson Divide and shall use earth - toned colors and approved screening to minimize their visual impacts. 16. Development is allowed in moderate wildfire hazard areas subject to conformance with the following development standards: a. Defensible Space: The area around all buildings/structures, limited by property boundaries that may limit a property owner's ability to comply with this section, shall incorporate landscaping with wildfire defensible space considerations as follows (note: actual vegetation manipulation to meet these conditions may not be necessary where the natural vegetation patterns have already fulfilled these conditions): i. Brush, debris and non -ornamental vegetation shall be removed within a minimum ten -foot (10') perimeter around all structures. ii. Vegetation shall be reduced to break up the vertical and horizontal continuity of the fuels at a minimum of a thirty (30) foot perimeter around a structure built on flat ground. (For greater slopes, reference the CSFS Safety Zone chart in Wildfire Guidelines for Rural Homeowners, which provides general guidelines that may be modified by a wildfire expert acceptable to the County). iii. Spacing between clumps of brush and vegetation up to the thirty (30) foot perimeter shall be a minimum of two (2) times the height of the fuel. Maximum diameter of the clumps shall be equal to the height of the fuel. All measurements shall be from the edges of the crowns of the fuel. iv. All branches from trees and brush within the thirty (30) foot perimeter shall be pruned to a height of ten (10) feet above the ground with removal of ladder fuels from around trees and brush. v. Tree crown separation within the thirty (30) foot perimeters shall have a minimum of ten (10) feet between the edges of the crowns, except for mature stands of aspen trees where ladder fuels have been removed. In areas of aspen regeneration, understory shrubs and down and dead materials shall be removed. vi. All branches that extend over the roof eaves shall be trimmed and all branches within fifteen (15) feet of chimneys shall be removed. vii. The density of fuels up to a one hundred (100) foot perimeter of the structures shall be reduced where natural reduction has not already occurred. viii. All deadfall up to a one hundred (100) foot perimeter shall be removed. ix. No new conifer trees shall be planted within ten (10) feet of a residence. Administrative Determination bi-2009 Page 6 x. No flammable mulches shall be placed within two (2) feet of a residence. xi. The property owner shall be responsible for the continued maintenance of the defensible space vegetation requirements. b. Access: Access roads and driveways shall be built to County standards; however, these standards may be increased to mitigate wildfire hazards based on comments provided by the Colorado State Forest Service, the Sheriffs Department, local fire protection districts and/or a person approved by the County as an expert in wildfire area designation and mitigation. Where feasible, looped routes of access/egress to a public road shall be incorporated in the design of a proposed development. Looped routes of accesslegress is defined as two (2) or more dedicated access roads to the main artery/highway for widely separated ingress/egress; looped drives with one (1) entrance point or divided single entrances do not satisfy this condition. Where this is not feasible, the Community Development Department may approve vehicular turnaround areas a maximum of seven hundred fifty (750) feet apart installed between the road intersection and its terminus. Turnaround areas shall be the same standard as cut - de -sac turnaround pads; these may be incorporated into the proposed driveway entries. ii. New dead-end streets shall not be permitted, except for cul-de-sacs and other turnarounds accepted by the applicable local fire department. iii. Cul-de-sac turnaround pads shall have a minimum of thirty (30) foot drivable surface inside turning radius or a hammerhead or other T -area acceptable to the applicable local fire district. iv. New driveways and access roads shall enter the roadway at a ninety -degree (900) angle for the fust twenty-five feet of the driveway. v. Fuel breaks as recommended by a wildfire expert approved by the County may be incorporated into the design of access roads or driveways. C. Water Supply for Fire Safety: i. When access to a public or private pressurized water system is not available or if it is necessary to augment fire protection water systems, private ponds may be used if approved by the Community Development Department and the local fire district. ii. Any fire department recommendation for individual structure water supply and storage shall be accessible to fire department vehicles from the exterior of the structure through a fire department approved mechanism (such as a fire hydrant). iii. The amount of storage capacity shall be a minimum of 20,000 gallons as determined by the Aspen Fire Protection district. Verification of the closest hydrant satisfactory to the Aspen Fire Protection District can mitigate this requirement. iv. All structures regardless of size shall be required to install in-house sprinkler systems that meet the standards of the Aspen Fire Protection District and the Administrative Determination I09-2009 Page 7 adopted Building Code due to hazard considerations, emergency access difficulties and lack of proximity to fire protection services. d. Roofing Materials: i. Class A covering or Class A Assembly as defined by the currently adopted Building Code. ii. No wood shakes or shingles. e. Roof Venting: i. Soffit venting shall be located in the outer UP portion of the overhang. ii. Attic, soffit and other roof venting shall be on non -corrosive metal mesh with maximum''/4 inch openings. f. Projections at the roofline, including soffits, rafters, porch or deck roofs, fascias, or other: i. Sheath with non-combustible materials, OR combustible materials underlain with 5/8 inch Type X gypboard or equal, OR minimum 4x6 rafters with 2x T & G decking. g. Decks, Decking, Cantilevered Floors, or Other Projections Below the Roofline: i. Minimum 6x6 posts, 6x10 beams, 3x8 joists 3x decking, and 2x railing, or equivalent log construction. h. Roofs with less than a'3:12 pitch are not permitted unless they comply with the following: i. All roof coverings shall be constructed of non-combustible materials and installed on a Class A roof assembly. ii. All roof coverings shall have a surface that shall facilitate the natural process of clearing roof debris. iii. Protrusions above the roofline, such as parapets, shall be prohibited iv. Roofs shall be installed as required by the adopted Building Code and shall have a minimum pitch of 1:48. v. All roof designs, coverings, or equivalent assemblies shall be specifically approved by the Fire Marshall prior to submittal of a building permit application. i. Maintenance and Miscellaneous Requirements: i. All outbuildings shall adhere to the same wildfire standards. ii. Roofs and gutters shall be kept clear of debris. iii. Roof vents shall be screened with corrosive resistant wire mesh, with mesh one- fourth ('/4) inch maximum. iv. Yards shall be kept clear of all litter, slash and flammable debris. v. All flammable materials shall be stored on a parallel contour a minimum of fifteen (15) feet away from any structure. Administrative Determination)0-2009 Page 8 vi. Weeds and grasses within the ten (10) foot perimeter shall be maintained to a height not more than six (6) inches. vii. Firewood/wood piles shall be stacked on a parallel contour a minimum of fifteen (15) feet away from the structure. viii. Swimming pools and ponds shall be accessible by the local fire district. ix. Fences shall be kept clear of brush and debris. x. Wood fences shall not connect to other structures. xi. Fuel tanks shall be installed underground with an approved container. xii. Propane tanks shall be buried, if possible, or installed according to NFPA 58 standards and on a contour away from the structure with standard defensible space vegetation mitigation around any aboveground tank. Any wood enclosure around the tank shall be constructed with materials approved for two (2) hour fire -resistive construction on the exterior side of the walls. xiii. Each structure shall have a minimum of one ten (10) pound ABC fire extinguisher. xiv. Addresses shall be clearly marked with two (2) inch non-combustible letters and shall be visible at the primary point of access from the public or common access road and installed on a non-combustible post. xv. The Applicant shall comply with all the requirements of the Basalt & Rural Fire District. 17. The Applicants shall comply with the following general conditions regarding wildlife: a. When existing native vegetation must be altered within the Activity Envelope, the Applicant may be required to prepare a habitat mitigation plan acceptable to the County. Such mitigation plan may substitute (in a nearby area on the subject property) vegetation equal in type and quantity to that being removed to mitigate effects on wildlife species. Should there be no opportunity on the property for habitat mitigation or restoration, off- site mitigation benefiting the same species may be required, or financial mitigation may be paid into a County habitat mitigation fund should such a fund be established in the future. b.. Manipulation of vegetation outside of the Activity Envelope is prohibited. c. Tall overly mature trees and standing dead trees (snags) should be retained at the rate of two (2) to five (5) per acre whenever possible as nesting and perching habitat. d. Due to high black bear activity, fruit bearing trees and shrubs shall be prohibited in any landscaping within the Activity Envelope. This does not include pre-existing native trees and shrubs. e. Development shall be clustered to the maximum extent possible to minimize impact on wildlife. f. Access shall be provided to the Colorado Division of Wildlife for trapping, tagging, studying, or otherwise managing wildlife. g. Trash/garbage shall be kept in an approved bear resistant container or enclosure. These containers shall be accessible to and used at all times by contractors on site. Administrative Determination 10q-2009 Page 9 h. Bird feeders, including hummingbird feeders, shall be hung away from any deck or window, and be at least ten (10) feet from the ground suspended between two (2) trees or posts. All seed feeders shall include a seed catchment pan to catch discarded seed. i. Horse grains, pellets, and cookies shall be stored in bear resistant containers. j. Pet food shall not be left outside. 18. The Applicant shall comply with the following additional standards: a- All dogs shall be prohibited on the parcel, including those owned by construction personnel. b. No livestock or horses shall be allowed on the property. C. Commercial activity (such as seismic activity, construction, and timber harvesting) is prohibited from December I" through March 31". d. No construction shall be permitted from December 1" through March 31" if the proposed development is within one-quarter ('/.) mile of a severe winter range or winter concentration area. e. No construction shall be permitted within or adjacent to wildlife migration corridors between April 15'h through May 30th or October 15"' and November 30`h. f. High impact recreational uses are prohibited. 19. As an approved building envelope has been historically allowed since 1986 in the same location east of the repeater road, that envelope shall be allowed to continue even though the Code states: a. There shall be a minimum one-quarter (1/4) mile (1,320 foot) buffer between any building or structure and wildlife migration corridors, critical habitat, severe winter range, and winter concentration areas, and b. Development is prohibited within deer and elk winter concentration areas and severe winter concentration areas and severe winter range areas. 20. Fencing on the parcel shall be restricted to the main residential development envelope located on the east side of the repeater access road and shall comply with the following standards: a. Wood rail fencing shall employ three (3) rails or less, be the round or split rail type, shall not exceed fifty-four (54) inches in height above ground level, and twelve (12) inches in width (top view), and shall have at least eighteen (18) inches between the lower two (2) rails. b. Wire fencing must be three (3) strands or less. The top wire should be a twelve -point -five (12.5) gauge twisted barbless type at a maximum height of forty-two (42) inches. The middle strands (which may be barbed) should be located a minimum twelve (12) inches apart and from the top wire preventing entanglement when mule deer jump over. The bottom strand should be sixteen (16) inches from the ground. c. An opening shall be provided every 50 feet for the migration of big game. 21. Prior to the issuance of any earthmoving or building permit for the residence, all existing fences on the property shall be removed. 22. Prior to commencement of any earthmoving or other construction activity, the Applicants shall stake the comers of the activity envelope and install construction fencing around the construction site Administrative Determination 109-2009 Page 10 within the perimeter of the building envelope. The fencing shall remain in place until issuance of a Certificate of Occupancy. No vegetation shall be damaged or removed outside the approved envelope. 23. All areas disturbed by construction shall be re -vegetated with native shrubs and grasses within one growing season of the project's completion. Financial security may be required for the re -vegetation of steep slopes. 24. Prior to issuance of any future permits, the Applicant shall provide proof that an access easement has been granted through the parcel to Pitkin County for the maintenance of the County Repeater. 25. Failure to comply with the conditions of this approval may result in revocation of this approval, or any subsequent permit(s) or approval(s) related to this property, or vested rights associated with this property. 26. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use Code, § 2-20-170 and C.R.S., § 24-68-105. The statutory vested rights granted herein shall expire on the -clay of December, 2012. PUBLISHED AFTR ADOPTION FOR VESTED REAL PROPERTY RIGHTS in the Aspen Times Weekly on the T y of3-5kr , 2081 10 APPROVED by the Director, this ,l,�day of December, 2009. A(�NA�& Q ,.i av Cit 'Cindy Houben, Community Development Director PID# 2645-013-00-102 P044-09 Administrative Determination "-2009 Page 11 EXHIBIT A A TRACT OF LAND SITUATED IN THE NW '/4 SW '/4 AND THE NE %4 SW OF SECTION 1, TOWNSHIP 9 SOUTH, RANGE 86 WEST OF THE 6.. P.M., PITKIN COUNTY, COLORADO, LYING SOUTHERLY OF THE EAST -WEST CENTERLINE OF SECTION 1, SAID TRACT BEING DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE THE WEST'/4 CORNER OF SAID SECTION 1 BEARS S 890 59'05" W270.04 FEET; THENCE N 89c59'05" E 1301.92 FEET ALONG S1AD EAST -WEST CENTERLINE SECTION 1; THENCE S 29030'21" W 51.79 FEET; THENCE S 650 51' 37" W 464.65 FEET; THENCE N 760 11' 39" W 340.00 FEET; THENCE S 63° 09' 03" W 309.56 FEET; THENCE N 760 11' 39" W 64.90 FEET; THENCE S 530 16' 21" W 228.19 FEET; THENCE N 000 00' 55" W 414.40 FEET TO A POINT ON THE SAID EAST -WEST CENTERLINE OF SECTION 1, THE POINT OF BEGINNING, CONTAINING 6.135± ACRES. PLAN VIEW MAIN RESIDENCE- N.T.S. 4" PVC SERIAL OVERFLOW LINES (1 % FALL TO NEXT TRENCH) OBSERVATION PIPES CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC OBSERVATION PIPE WITH CAP.--",.. /m` OBS PIPE MAY BE PLACED BELOW GRADE IN A8' ROUND SRPINKLER BOX-\ 6' MIN. UNDISTURBED SOIL EXTENT OF EXCAVATION TRENCHES MUST BE LEVEL SWEEP / 2 WAY CLEANOUT DETAILS (N.T.S) TYPICAL FINISHED GRADE SEWER LINE - 4" SCHEDULE 40 P.V.C.\ PVC CAP /DO NOT GLUE EFFLUENT LINE - 4" SCHEDULE 40 OR 4" SDR 35 P.V.C. INSULATED COPPER TRACER WIRE (option) BACKFILL SLOPE FOR DRAINAGE 2' MIN INFILTRATOR (trn) QUICK -4 CHAMBERS SCARIFY SURFACE NOTES; 12" INFILTRATOR(R) QUICK4(TM) CUT SHEET 52" 48" (EFFECTIVE LENGTH) TRENCHES MUST BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF EXISTING VEGETATION. INFILTRATOR(R) QUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT POINTS FOR THIS PURPOSE. '5' INLET FROM DOSING SIPHON PVC LINES TO ENTER AND EXIT FROM TOP PORT IN END PLATE LOADING RESIDENCE 5 -BEDROOMS PERSONS PER BEDROOM = 2 GALLONS PER PERSON = 75 AVERAGE LOADING = 5 beds x 2 persons x 75 gpd) = 750 GPD DESIGN CALCULATIONS AVERAGE LGADING = 750 GPD DESIGN LOADING = 750 GPD X 1.5 PEAKING FACTOR DESIGN LOADING = Q = 1125 GPD PERCOLATICN RATE = t = 29 MINUTES PER INCH CALCULATED AREA = ((1125 X sgrt t) / 5) X 1.4 = 1697 SF REDUCTION OF 30% FOR GRAVELLESS TRENCHES REDUCTION OF 20% FOR DOSING TOTAL AREA REQUIRED = 1697 X 50% REDUCTION = 849 SF REQUIRED PROPOSED DRAIN FIELD WIDTH OF TRENCH = 3 FEET = 1 CHAMBER LENGTH OF TRENCH = 88 FEET = 22 CHAMBERS TOTAL NUMBER OF CHAMBERS = 88 PROPOSED NEW INFILTRATIVE AREA = 869 SF PROPOSED LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION 2000 -gallon, two-compartment with 3" and 4" Dia. Dosing Siphon System Inspectior Riser anc or near surface) Tank Ada (cast or CAPACITY REQUIRED AT RESIDENCE = q X 1.5 X (30 HOURS/24 HOURS) _ Inlet Tee 1406 GALLONS (+250 FOR DOSING SIPHON) REQUIRED TANK(S) AT MAIN = 2000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH A SCREENED DOSING SIPHON IN THE SECOND COMPARTMENT. ORENCO 318 SCREENED Di SIPHON, OR E Fiberglass or Concrete PVC or Concrete Riser (bond to tank adapter with recommended adhesive) 1" Vent Piping Tank Adapter (cast or bolted) Clip—on Polyethylene Screen Dosing Siphon Orenco Systems Incorporated 814 AIRWAY AVENUE SUTHERLIN, OREGON 97479-9012 TELEPHONE: (541) 459-4449 FACSIMILE: (541) 459-2884 Effluent Discharge (minimum 4" dia. transport line required) Fiberglass Mounting Bracket All Service Septic, ��c ' WATSON DIVIDE ROAD ONSITE WASTEWATER SYSTEM DESIGN PRO. NO. 1638 Poeoxzsaa ROGERS RESIDENCE FIGURE 2 s�o-s,a-soar PITKIN COUNTY .COLORADO SET BELOW SDR 35 PLACED IN TOP PORT OF F-zn GRADE END PLATE. (1% FALL TO NEXT TRENCH) 2000 -GALLON, TWO-COMPARTMENT, ARC -36 CHAMBER OPTION: CONCRETE SEPTIC TANK WITH SCREENED INSTALL 72 CHAMBERS, WITH DOSING SIPHON IN SECOND 18 CHAMBERS IN EACH COMPARTMENT. 1 TRENCH Pr 0' 20' 40' SCALE: 1 20' ALL SERVICE Septic, LLC WATSON DIVIDE ROAD ONSITE WASTEWATER TREATMENT SYSTEM PRO NO. 1638 Po Box 2844. Glenwood Springs, co aisoz 970-618-5033 ROGERS RESIDENCE DESIGN FIGURE 1 REV. 24 -ml 0 PITKIN COUNTY,COLORADO