Loading...
HomeMy WebLinkAboutPitkin.EH.264517400001 (2019) ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd· Aspen, CO · 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0022.2019.POWT Parcel ID #: 2645-174-00-001 Permit Issued: NEW REPAIR REMODEL/ADDITION TANK ONLY FIELD ONLY AMENDMENT Owner(s): St Benedict’s Monastery Property Address: 1012 Monastery Rd Legal Description: Size of Lot: 2255 Acres Detached Accessory Unit: YES NO Size of Building: 1200 Sq. Ft. Size of Accessory Unit: Sq. Ft. This system is designed to serve 3 bedrooms Designed By: All Service Septic, LLC Project #: C1465 Dated: 8/12/19 Phone #: 970-309-5259 Mailing Address: Fax #: Email Address: Carla.Ostberg@gmail.com Perc Rate: .5 LTAR Profile Hole Depth: 8’ Depth to Groundwater or Bedrock:  8’ Minimum Tank Capacity: 1000 gallons Minimum Absorption Area: 756 ft2 Permit Conditions: 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. The current system is in poor condition and needs replacement. The existing tank must be pumped prior to being either removed or crushed in place. The new system will consist of a 1000 gallon, 2 compartment tank with and effluent filter in the outlet tee. Risers must be accessible from grade. Effluent will gravity flow to a gra velless chamber bed (12’x64’) consisting of 4 rows of 16 chambers. Observation ports must be installed at each corner of the bed. This Permit must be kept on-site during 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. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. 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 approved by EH before final approval of the system will be issued. Issued By: Bryan Daugherty, REHS Date: 8/30/19 Expires: 8/30/20 Installer: License #: Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date: EH Dorais Excavation Bryan Daugherty, REHS 12/10/19 13 August 12, 2019 Project No. C1465 Bill Dorais wdorais@gmail.com Subsurface Investigation and Onsite Wastewater Treatment System Design 3-Bedroom Residence Monastery Gatehouse 1012 Monastery Road Pitkin County, Colorado Bill, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 3000+-acre property is located in Old Snowmass where OWTSs and wells are necessary. The legal description of the property is as follows: Section: 16 Township: 9 Range: 86 LAND IN SEC 16 17 20 21 Parcel ID: 2645-174-00-801 SITE CONDITIONS The property is currently developed with a 3-bedroom residence (along with other residences/structures) that is referred to as the Monastery Gatehouse. The Gatehouse is currently served by an OWTS consisting of a concrete basin or tank (it has an inlet and outlet) and the existing soil treatment area (STA) may be pipe and gravel. The existing OW TS will be abandoned. Outlet of existing tank/basin sewer pipe leading to pipe and gravel STA Page 2 The sewer line from the Gatehouse to the basin was explored and found to be cast iron. The cast iron pipe is approximately 12-feet deep near the Gatehouse. The section of cast iron nearest the house was found to be in suitable condition for continued use. There is a desire to tap into the existing cast iron line on the north side of the road, where depth of the sewer line is shallower. The Gatehouse is served potable water from a cistern located greater than 100-feet from the proposed OWTS. A spring, located over a mile from the Gatehouse, fills the cistern. The water line enters the gatehouse on the north side of the building and is at least 25-feet from any proposed OWTS component. An abandoned ditch is preset to the southwest of the proposed STA. The ditch will be located at least 50- feet from any proposed OWTS component. The proposed STA is located to the south of the road. The proposed STA will be located to the east of the sprinkler that marks the edge of an irrigated field. The proposed STA will extend into a road pullout / parking area. Boulders or a fence will be placed around both the septic tank and STA to assure no traffic will impact this area once the OWTS is installed. The proposed STA is partially vegetated with native grasses and slopes to the southwest at less than 5%. SUBSURFACE The subsurface was investigated on July 29, 2019 by digging two soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg1 at the time of excavation. The materials encountered in Test Pit #1 consisted of medium brown loam to 4.0-feet, underlain by medium brown loam to a maximum depth explored of 8.0-feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 was consistent with materials encountered in Test Pit #1. Test Pit #2 was explored to a maximum depth explored of 8.0-feet. No bedrock or groundwater was encountered. A sample was taken from Test Pit #1 from approximately 3-feet below grade. Soil structure grade was moderate. The soil formed a ball and a ribbon approximately 1-inch in length before breaking. Soil structure shape was blocky and consistence was firm. Soil texture was both gritty and smooth. There was some fractured shale fragments, but less than 35%. Soils are classified as Loam with moderate structure grade (Soil Type 2). For the purposes of this design, we are using a slightly more conservative long-term acceptance rate (LTAR) of 0.5 gallons per square foot. 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 Test Pit #1 sample pile from 3-feet below grade Backfill DESIGN SPECIFICATIONS Design Calculations: 3 bedrooms x 75 GPD x 2 ppl/bedroom = 450 GPD 450 GPD / 0.5 gal/SF = 900 SF 900 SF x 1.2 (gravity, bed) x 0.7 (chambers) = 756 SF For the purposes of this OWTS design, Benchmark Elevation is the sewer line 4-feet below existing grade prior to crossing the road has been established as 100’. The sewer line is ALL SERVICE septic, LLC should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. OWTS Component Minimum Elevation Primary Tank Inlet Invert Min. 98’ Infiltrative Surface Min. 97.5’ Page 4 The OWTS design is based on a 3-bedroom residence. A design flow of 450 GPD is being used. The existing sewer line has been explored. The cast iron portion of the line from the house to the road is very deep (12’) at the foundation of the residence but found to be in good condition. There is a desire to maintain that section of sewer line for continued use. The new, 4-inch diameter, Schedule 40 sewer line will be tapped into the existing cast iron line on the north side of the road and a double-sweep clean out added. The sewer line must also maintain a minimum 2% grade to the new septic tank. The system installation will include a new, minimum 1000-gallon, two-compartment Roth® poly septic tank with an Orenco® Biotube Effluent Filter (full size) on the outlet tee. A Valley Precast concrete septic tank may be used instead of the poly tank, if desired. Effluent will gravity flow to a gravelless chamber bed with 4 rows of 16 ‘Quick 4’ Infiltrator® chambers for a total of 64 chambers and 768 square feet of infiltrative area. The bed will be connected with a level manifold. There must be at least 6-feet of separation between the septic tank and the bed. The infiltrative area should be placed at least 2-feet below grade, but no more than 4-feet below grade. Cover over chambers must be have a layer of topsoil or other soil that can support vegetative growth. Inspection ports must be installed in each corner of the bed. These ports can be cut to grade and placed in a sprinkler box for access. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Pitkin County Onsite Wastewater Treatment System Regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health Department, and this design. INSTALLATION CONTRACTOR ALL SERVICE septic, LLC expects that the installer be experienced and qualified to perform the scope of work outlined in this design. The installer must review this design thoroughly and coordinate with our office in advance of installation. Any additional conditions in this design or county permit must be completed and documented prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. 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. In an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the installation, including path of the sewer lines, water line installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. PERMIT APPLICATION INSTRUCTIONS The application must be submitted electronically. Link to the Wastewater Treatment page: https://pitkincounty.com/248/Wastewater-Treatment Click “Septic (OWTS) Construction/Repair Permit Application” Page 5 More information can be obtained from Pitkin County Environmental Health Department 970-920-5438 or 970-920-5076. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on backfilled STA. Livestock should not graze on the STA. 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 STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The property owner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWTS. Grease should not be placed in the OWTS. 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 OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. 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 OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Page 6 Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Carla Ostberg, MPH, REHS 8/19/19 m 0 0 � mod .•w�ti Z Z D Cl) pZCC: Oc)� R�1 1� W rev m O _ cn W v���, O T a 1 p C N 3 � °°0 �mCn Cnm m C) 0 CD o n m o toO p (U CD O M. CJi N < O O - COQCD �j O ;a co O C) 1 � N � W 20 z N O �p TI Cn D D �X Oz0 m Z W O 0 z n Z SD c ) Oz O CD � m0 o� m �� D � o 00 z0o`° 3 z �Ay CD c) o -� �o�2) co �o;UcD O _ m O� W cn o� o n 0 CD o� 0>>::E y z— —z0 n000�> mcn DCz/)D m0 z �m�m z oo m 0 c) M m G)�W xc mx m0zm �xC)O�� O DOxm� D0 xm �z—C/)z m� C 0 O�� D Ccn;O m DD�m�z <D�C)�00� O�O��p z0°z�;m �zm-00 Mo o�-0 D;umcnm z070c�Q pip p �<(D 0- `D �(D� moo o mm�<< m ccnm0m p�crN =zZ Ohm=z -jm � �o �C/)�m 0 Cn n CD I 1 C T O 2me C £jo 0—n0 / / % Am§E om\ \\\\ £%j2 E_=� §77 3»=& mm m-e ° � >/\-/ M j--a § � \§ m,-/ G o $q2� 0 T\ 0 k�- 0- §k� « °_ X0 0co 3E ] = R \X q y=� \ > _ > mmo-0-0 m §�m \� /®e§ \0X k %w« >> ->> =%0 � 0gf _\? >m § m ma � 0M w 2 §® 0 co \ § > m\ co Cl) Ck G� / o > »/ / 0 § \ ) 0 / !� § m \ ƒ ®z \ k� m � I 0 f § m / 2 / \ # \m 0 k§ z \ /M/_// 121 222 1 =1 � > /\ co X � 7/j % ®�0 / 0 2 %4, �3 ?i @ §> m<CD e / 00 mcn �( 2 �¥ 0 Z:� 7 5- G) 0 7 /7 \§ e/ @ $% ( k / 0 = CD © CE 0z $0Eo r_ $ @ mo= z== mmo o>o =am x=m @% w- =2 §\ rm0 2> §� 22 2\ MC: §/ M> \§ \\ }/ §7 /2 # %/ ] Mw -0 20 /o ro 0 > \ / \\\\\»\ \ 0 \ ^ § » > \ ^ c 2\ty \ o> » \\\ § X we §� -__ 2 ,\\ #e \ ƒ [ 0 9 5 _ 0 �< o> >> <_® »x> 0 \ 0 zo mol, m / � 0m __< 0 9 m §o > om> x=\ m j $-0>3m / f ( E � ° §§ Co�0 \-0 %$\ > m Cr $¥ 5EE e m R�cr 2 ƒ/ �O 2 \ o / � MOM C-� ff� 0\i}\\// \/ /�& m //\/\\§\ 0 \> / z 2g\m-<\/§ / \\� 2ƒ\b MIj 2 E_=� 0-n E/G„=o>2 @ §2 m@ 7�k5 CO Z „ 2 -nicn 20-t = H r-@ ° CO CD -ncn m ƒ\oz $�§x-ef§ \ {x0 (Dnx\o\o= = (nl�>/ Im® §\�\� H� om\ 0 m \\ \ \�j// 0) § n �kU)k � - G¥ �§a> „3 dm e § 6\ �a �> ®} o I > \ m / m 2 - 1 2 3 0 0 ± $ 2 m 2 @ � 0 o / 7 (J) \ � © O2m 3 7 5 a 2 Of � / \ _ DEPTH - FEET a 0)§ (A0 2 / _ co w a a # CO PI)- o @ m c0 / 2 R f0 / m m §\ 2 0 m %\ E \ m 0§ m0 I = \ g / 0 0 I >m / 7 \ \ \k \ /\ \ < m 0 > 0 o § k m ;o § o e 2 0 2 m cƒC E % m \ t\� / 2 _ m 2 \ CL / ƒ § z c / 3 9 cƒ/ 2 e �O CCD a o . � U) m w Z U O LL z w J Q � u �c U L Du wo �- u cn Z LL OU J r J O� U Zw CL LL O ~ J 2 � �Wn u0 wwzoa �Uu.l_ > 2Ud� �QON� U) _O H Q U LL V w a U) y Z Q WIG J U) a Z �O J J 0 < � } (q N wC) U� aJ a U Z z CD O J O r)c— ( O i 0 a W J W 0-1 0 w J 0 w - U U Q Q Z 0 0 ^z LL Q Q O LU N f/) w a Q Z 0 0 0 CL W O N 2 H 0 w z z z u0t, D O z Cn J Ur Lu J U� w J J >Q > Z w Q �O J Z J — O U Lu W ICJ Z O�°O� J W Lu Imo- � w C� O0-UgLLll� ,�S = 1HOIAH U.>Ov�i C 0 a c Z a � � 3 �O 3 Od�w` v F � � U —W m a 'o z w J Y a z y co r 0 0 0 2 O z � k m z G� w J O � = J z z �W LUw N ol� � 0 �w 3��LL � U Of _ U QJ ~J z� 0 O 0 N_ � U) Om a 0 J 0 > W q= w W W 2 O u) 00 CD z_ U ry O LL z LU J � L UC D L L L coL Q �U !]� OU J � J O� 2 LL FLU O�U J d z LU D LLLL O � O J I a LU L Q 0 J O 0 0 d U (n J L L I } Q Q = H U' d HCV C-0 CA W I O Z a o E T O N0 C C L Co -0 CD O O a) O � E N N O (f) Q ca a N mac ca _ �o a oC/)� a Q D -0Ua U _0 -0 U) U O U co E E m L m OZ5 >,a)U U O U) U Co m CU _ (Q >+ _0 LL N m C Q can a) =`)off C U Lo E H L)coa)U co �w N a) m _0 i co L)O� LLJ LTN c � wo N + Co CD 0 O CD a) -0 0_ mm a--� > - C - U ' ESQ= a)0) z3�-0 C- N .— L to U O C O O •� to D O E N .V C U .� O C `� 0 0 a- p r 0 L > Q ql� w--. L E i U(Q) CO I0CHCL..IO I�CCL.—.O1_ >UUO-0 oo _ a). m O (Ea cO 0 W N N C ti 073 O LEcv —o� cN p EQ Z o.—Fn U a� = cn to U C C E (D a)c U) X -O zza�Q�a� z �m m 0 0 Qa NcM4Lnc6f-00 o� rn r- • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion-proof construction, to ensure long life • Lifetime warranty Residential Biotube® Effluent Filters Applications Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. Standard Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes’ entire surface for filtering. Particles larger than the Biotube’s mesh are prevented from leaving the tank. Optional Features & Benefits Biotube Filtering Process 8-in. (200-mm) Base Inlet Filter 4-in. (100-mm) Insert Filter 4-in. (100-mm) Biotube Jr. (4-in. Biotube cartridge avail- able separately as Insert Filter) Orenco’s superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4-in. (100-mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low-profile tanks, there’s the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 4-in. (100-mm) Biotube Effluent Filter APS-FT-1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on “Distributor Locator.” Nomenclatures Riser wall Tank wall Filter housing Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube® filter cartridge Solid base 4-in. Biotube Effluent Filter 4-in. Biotube Jr. 4-in. Biotube Filter (standard) 4-in. Biotube Jr. (includes cartridge and housing) Distributed By: 8-in. Biotube Filter (base inlet model) 4-in. Biotube Filter Insert (cartridge only) Junior series FT J0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Options: Blank = no options M = flow modulation plate installed A = float bracket attached Blank = 1/8" filtration P = 1/16" filtration Insert FT i0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee - For customized options (e.g., NC indicates North Carolina regions) - Blank = 1/8" filtration P = 1/16" filtration FT 04 Biotube effluent filter series Filter diameter (inches) Housing height: 36" and 44" are standard Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard - Blank = 1/8" filtration P = 1/16" filtration W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe FT 2208 14 B Biotube effluent filter series Housing height: 22" standard Cartridge height: 14" standard Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate* Base inlet model - Blank = 1/8" filtration P = 1/16" filtration Filter diameter (inches) 08 = 8" * Also available with coupling and sleeve as a “kit”: FT-OVERFLOWKIT The Quick4® Plus Standard Chamber The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber can be installed in a 36-inch-wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connection™ which permits turns up to 15-degrees, right or left. It is also available in four-foot lengths to provide optimal installation flexibility. The Quick4 Plus All-in-One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Maximum Strength APPROVED in _____________________________________________ Quick4 Plus™ Series Quick4 Plus All-in-One 12 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid-trench • Mid-trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center-feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top Quick4 Plus All-in-One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 12” raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical Officials (IAPMO) Quick4 Plus Standard Chamber Specifications Size 34”W x 53”L x 12”H (864 mm x 1346 mm x 305 mm) Effective Length 48” (1219 mm) Louver Height 8” (203 mm) Storage Capacity 47 gal (178 L) Invert Height 0.6” (15 mm), 5.3” (135 mm), 8.0” (203 mm), 12.7” (323 mm) Quick4 Plus Standard Chamber Benefits: • Two center structural columns offer increased stability and superior strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four-foot chamber lengths are easy to handle and install • Supports wheel loads of 16,000 lbs/axle with 12” of cover Contact Infiltrator Water Technologies’ Technical Services Department for assistance at 1-800-221-4436 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • Fax 860-577-7001 1-800-221-4436 www.infiltratorwater.com U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, MultiPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra-Rib is a trademark of IPEX Inc. © 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A.PLUS05 0713 Quick4 Plus™ Series INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, endcap and other accessory manufactured by Infiltrator (“Units”), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator’s instructions, is warranted to the original purchaser (“Holder”) against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator’s liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator’s installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator’s Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. Quick4 Plus Standard Chamber ___________________________________________________________________________________ Quick4 Plus All-in-One 12 Endcap ________________________________________________________________________________ Quick4 Plus All-in-One Periscope ________________________ EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" FRONT VIEW SIDE VIEW EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" 6" 5"9" M o nestary Gateh ouse Legend 70 ft N ➤➤ N December 6, 2019 Project No. C1465 Bill Dorais wdorais@gmail.com Onsite Wastewater Treatment System (OWTS) Installation Observations Monastery Gatehouse 1012 Monastery Road Pitkin County, Colorado OWTS Construction Permit 0022.2019.POWT Bill, ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on September 10, 2019 for the subject property. Dorais Excavating installed the system. The OWTS design is based on a 3-bedroom residence. A design flow of 450 GPD was used. The abandoned ditch to the southwest of the proposed STA was filled in. See photo below. The existing cast iron sewer line was replaced from the gate house to the new septic tank and a new double sweep clean out installed. Four-inch diameter, Schedule 40 was used and under the driveway the sewer line was encased in 6-inch Schedule 40. An irrigation line runs along the driveway and the 6- inch Schedule 40 encasement pipe extends 10-feet on each side of the crossing. The existing septic tank was pumped and the sides and top crushed and void filled with on-site material. The system installation included a new, 1000-gallon, two-compartment Valley Precast concrete septic tank with an Orenco® Biotube Effluent Filter on the outlet tee. This filter must be cleaned annually, or as needed. Effluent gravity flows to a gravelless chamber bed with 4 rows of 16 ‘Quick 4’ Infiltrator® chambers for a total of 64 chambers and 768 square feet of infiltrative area. The bed was connected with a level manifold. There was 7-feet of separation between the septic tank and the bed. Inspection ports were installed in each corner of the bed. These ports can be cut to grade and placed in a sprinkler box for access. 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 Reviewed By: Carla Ostberg, MPH, REHS Richard H. Petz, Ditch filled in to southwest of STA Sewer line looking toward gate house 12/7/19 View of septic tank and STA 1000-gallon tank Inlet tee outlet tee with effluent filter Hole prepped for tank Level manifold Sewer line bedded in screened rock connection to cast iron Blue board over pipe that crosses driveway Encasement pipe crossing driveway Trench for sewer line Backfill over system / posts and boulders placed around system to protect from traffic View from driveway IM&M � � $ � � 2 0 /$ o� \/ / A 2 =0-n ems\ ?k ® 2°2- � //\ m0 z©�� e/£* \®/ /\nCD §?? > O ) / \ 2 q 7 K o/\ \?R S »S a ®K /� 5 2 $ ] %cL a m2 00=m ® 0 m �/ /\ $$� / q ®» �0 N 2 m Z > >I a O > r, �K \ > G \9 22 k r- I00 > /t �$ / �t O En zm O �r \/ E �� k @ 0 m $ 0 Cl)m q/ $ z w m 2 � 0 0 r \ \ » �, r2a \ /\$ 7 $z\ o K 9�\ ®m ® �22� / \/k \=ee r\O Z/�� � < $O� _ m 7 b > C @ 0�2 \ / 2 CD�� -n > < $kE = Mqk e o 2 O / � Cl) \ I <0 $ k� z$ m0 mm 0-n 0 /> -m 02 \ 21 e� 9 EM 55 2 >r, > j mM r 00 oK\ rm> >OI ZCD // 0/ M>0 I \I \0\q �2�> 2 ® �/ 2r m® 2 4-m w_m m 0 2 2? q\2 m 0m M _= 2� / 92 _ 0m m m 2 m /� k� OQc c m �/ r-? \\\ CD \ 0 �\ 0 cT > m = - kk G 0 ®$ CDR \ m / i / /_ � z ƒ� 0 3-0 \ -0G E w >/ C\ 3m \ zz i CD 0 0 w \ 0 -11 0L f `F ' ■ * rt 4# i ■ # ■! * + i i 06-.* a.■rr w.r _ i i i �s b do F I dei 1' * F46a. ` •. _ + +44 +� • ■ i . f ■ i f +■ r # _ f i dp J ip llkdbm + i iF +w %D. ri rs. - �# t - r + �+ # �■�T�ii■ri � T ■ i WW i i r a N 4L ' s dF r t A r lr # - +# # * t r y OJ •���r �� �� .ram #� ��� r mot• r t •'t Ir y J;up i - _ E .�• �� •* ' = 4 T T ip �40mmlfflp� qf i damp vi dOp r ■ i 7 F . y € IL w / 1p f f f * 4k- Yrt Nk 01- - h � I * �+y' 4 t S■ + a - T • )6if - i f f+ � - !!�� • � � _ � : �: � � � �47-1a.� t �� " ■� - ��! ■ � it T � i i rtF T OWL aw r� ' !t p. ' ' r k PRO— .0m..Mb- ---Prl - - Ofmamp-mm-fto W O * T. `� _ t ~ �LF Mrs UP r A f qwmm�-mm�w qp� wo, qmhmmmmm-AIMA� ftmpmp— + OL di * . # ■ MI �hfi--ram i_t s �� �MEMMIMPPIM IF ikr 4 4 F IIL %I * r i I r + ! ' f Ir - ~ # f- - k h • - ' i � i y! i � f F ti !• edO'Z 4& 3 'F r F + i } RP{ } ; ' i rir - '-i Al qr # i 11 W a #W , ! - * - ■ a # k r mob'�+ ■ f * WOi �� ` z ..�-F � �j � � +� +ram � -�� **Idq � { * _ � -1 r ■ r-.Lmm ' r L* Aga" ■ \ i + m t Ab� ilk i mop P. + :4 r ■ RIM. - • + p pwr ! f t + # k _ - 7 #- * ' + - _ a el t F r i• h f t � T F # +q i; 7 ■ + It 4p + d+ - } LMP 1p ■ IL t • / ' i , * goo 40 4 r a J6 -- - �_ • �.■h.-� �� ,--mow ��..�� lie i F Ji * * , i IPP 4 t i�� T�� � � !�F ��J �� + �� !F �� i*:� ti� ��s s N �r--r: +iF • � . rY rt t w OP x, i _ ,p IFL ■ i r lb 1 F9W}; Ir Aw s ' Amm :1 � � - � ,` irk � ■ �. f r ■ + ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd· Aspen, CO · 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0022.2019.POWT Parcel ID #: 2645-174-00-001 Permit Issued: NEW REPAIR REMODEL/ADDITION TANK ONLY FIELD ONLY AMENDMENT Owner(s): St Benedict’s Monastery Property Address: 1012 Monastery Rd Legal Description: Size of Lot: 2255 Acres Detached Accessory Unit: YES NO Size of Building: 1200 Sq. Ft. Size of Accessory Unit: Sq. Ft. This system is designed to serve 3 bedrooms Designed By: All Service Septic, LLC Project #: C1465 Dated: 8/12/19 Phone #: 970-309-5259 Mailing Address: Fax #: Email Address: Carla.Ostberg@gmail.com Perc Rate: .5 LTAR Profile Hole Depth: 8’ Depth to Groundwater or Bedrock:  8’ Minimum Tank Capacity: 1000 gallons Minimum Absorption Area: 756 ft2 Permit Conditions: 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. The current system is in poor condition and needs replacement. The existing tank must be pumped prior to being either removed or crushed in place. The new system will consist of a 1000 gallon, 2 compartment tank with and effluent filter in the outlet tee. Risers must be accessible from grade. Effluent will gravity flow to a gra velless chamber bed (12’x64’) consisting of 4 rows of 16 chambers. Observation ports must be installed at each corner of the bed. This Permit must be kept on-site during 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. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. 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 approved by EH before final approval of the system will be issued. Issued By: Bryan Daugherty, REHS Date: 8/30/19 Expires: 8/30/20 Installer: License #: Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date: EH 832‐R‐13‐002 2 r + � r * t + rAbf • ` ■ * . +F , ' I _ + �_ yr F 1. I ' y F f ,ti ' . % - T , `+ - ` -- - r de NP EL t Y' I ~. • f L = y L ' F + 1 . F 44 - r *� ■ +�` • 1 i r ri � J4 ~.( + r ' � � -0 .. - � ■ -•+I - - . I - ■ ?• +' i q' y * - ,+ Y 1 1 iw _ , • i 1 t- , - #% %yyrr ■ a j ■ .01 _. . � 'h. , L., , z e . if " . $ L . ' ' 'p 0 - 4 . ' - ' + Fy _I'f, ;yi - , ' - "� •. . � * I .Ls ' i to _ ice, -4 ■T i , �L r 1 *- s � - k * T . 1 ■ Y . _ ;+ i O -. -; I ,+• ■'A* * ' 'r _ L.- #r fi •r- f s '# { t - - `^ �T ' I �+ 5 41 F s ■T ',. k• r L y ' r",• •+• T ' W� tiz i a ' . I' + L! I y - �. J� -A ' . . k i 4 . _.W -6 • \ * - - ' - - L L r ' rF 1 jw �- r � `+ � T + t ■ ! + �# " i' I• # i { •. of M - + 'O I + + �` r r .& +i ce _ ON + i i , - _'. L Y !' _ ~ r ,� . . - '- 1 - - �' F# 7/h + i. * - ■ i r .L - 1 # __ M - ■ # +■ . 3. " * ! -, 1 ' it • i - - ; V � - '� + �' - - - - - r - • ■ i* J� + i r a i f i, . ■� f Y �� + t F i r ii _pia T�� i 1 ii� ,` -r J } ; r ,x #5 r�`'` - y + �- � # - + 1 .4'� W I + T A-- t .h, r .. .� . , -lbJj; f-rr' }lqq_ '6, •+ -W . 0 � f .. F+ ��.T1 { +' 6i - - h - + 1 •4. ` . =i �� _ + , + i r r �_ i , •�•,+ + .qm h . a~% r� 7 ■ ,t{"II } + r I I . . * - 0, *■ . 1..Y �' fs r J rr'! .. 1-, _ . � � F # •� 'r - + 0f ~ * 'r , � .. r ti , ' ' %, - 5' , } _ ■ 11 LY i -A t.*r - 1■ . �� . ' �. . tr � • - r�.r � ' _} i if F i R +• �+oT ` r # i . ��' * •i'r • ■•� ' �+ �. F - ' y L � - i . .1 . * } - L , . �■. � # _ +. • w Ar - * ■ # I r . � - i Y '-L f } N + . r r } + T + - - { j r , ' ` - L � + - J. - r ' . . .} _ IF _ i4 + # r � y .1 J a +J i F ` - _ t . - L , - � , � -i - # ■ , . - +i P '. I ' F Ir L - - . o4 � Oe . rt - '' - I _ T ■ y r ; 9 ,+! } i y I �'I { i'r ~ , -. .0 - r 5 ..1 , r• 'p/_ , - -� _ . * L - -- J _ fa , ,#. t ' r -r}+ ? •+*' • - F ■`�` r d.}: a r,r ■ < ` _ ■■. * • -6 } L,, r rip - ..dt•+ . O+ riti - a .'r .} i i -M + + h r + _ .d ���i}_ �A' • - . r I . # OL w . I ■ W* . .T 1 r i r �` -4 . + � ti i _ �+. i L ! N I r= , w . %6 - � - '�ow . - P L .- % - v . F -Ibr - , 0 q , i . I I 'A L ■ +. ■C. r -r * ,p I _ r ' R + �2 L r a -; w i. � � id , L 1 * r � iR �� _� { i- � S � i ■ _ � {- * � � R _ % - i w r +• ' • + . # L � p y ,w 7 . !� # ? - 10 + J� I I ,r * i r `•■ 5 �' + F * i * , , + +1 ' `. ■ . `i f 1 + r r � * #-' ! , a h *�y � 1 % F � r +j 44 r J, - w r + _Y % �I i , r w rT■ a f F � } ti f r 1 ,-* . _ r . i � + � 7 r * J. ■ .. F -'i , 5 - -I r �* �' ti L F ■ - i t � i 41 +�,j r - 1 M f . ++ ' + r rF r R ■- - F ' ' ..r _ ; . + .kr �•# ' L % T + - _ - . t L { � I ■ . F* - -A R'­ - - 0 � ' - .. - ' dp - * F , , - 4 - �'. ­_ t . . I . . - rb * r & -4 T, . -A IP. d 4. .r. , I _ % ' a - * NP J06 I - . L P* ;r aL I , _ ' 4 * � - . - - * r . r ■ • r I +,Y • - - f ' . � `~ , - - , 91. - a4+ f ' _* Y. L • 3 1 1 _ + r. _ , Ft _ + � , _ I,,.# -A'■ . A ■ ! f JAL + , ' . + i ' , + � - � - .- +r 9 f r * I r � 14 ' r . ' r iR A ti a� At L. - . - it � *+ L' * - V r r _ ta+ + - r. F t + � t • _ It + w 4 + - L -L h + ...h ' -. Tr i + } - r r + '+ . _ J * f % ik - , i ■ F . � .. .R� 41 m F 16 . . J - F f - - + - + - _ _ _ - T '_ ■.■ - �* _ , , I - IL' .r V r ff,4 IF 'tea- . - � + - i 4 ■ ti i 14 - I - F . } . . I -W � . ti r _ 1 _ / ti ■ _ - T - *. t + ` `* , r _ y J+ . . ti a _ , + ' { , F r i _ _& _� , M - T - -• I ' -. `r, a , ` LLam' ' L� . 1 �- - , , . .•, * .� + . 0 . _ -_, ` L r a , _ - - F . + a L , - ! -i r r + ± T . ,y f t ` - " _ t . ' _ - - , • .% L } � a - _ ti •,F,,,, � . a t.. - ' T + + ,%s + L L • ' - L , - . ,++ , i + J - - r` . F - 'i r , { , 1' # Y r • ` + .. k J , y - - r ' i ti + f } y - �. F r + * 4, .F r 4 _Y h + -- �. # + ti - �� .a I' . y _ ' _ L+ ,+ + ; +� -� ti F • _• y T+ - -- L % +,'r , _� - - - - - , , - ,.r r•{•� '� '+ r , T'' •}� ■ - -' . , r - '�� .�'_ L ' ~ - i,•' _ Y M1 i, h • - ~ F} -}.r r FL + . +=. + t - .�%% �h L .1 . . L .M1L� I. + . i I +- ' •� . F ' 'r' '+. 'F _ - _ T _ r- t = ti , •+ '•� - , ; _ y 1 M' %- r' , '�' i •�#,• i.'}_ m- - , _ r+a '`�'• - , - � r• +t �'`f f� -i' r '.�r•r+1'I♦ '.. _ •r+ �$ �rtilf _ + , , r 'i L k , - r '• + . , _ i . '1• ..- LF4 J - •~ *'F If '+ - r t, _ + Y*�. ■ r , r, { I y .. + r } L `_ � + _ ,, `• - - ' - ' r0.r • -I i- ' 4•' 4'. , . 1 +' _ L - R ? •F + r F - ' L L .. ' -L. T+ L .+ r , 1.1 .tom■ T i - ■+1 Y ' + *y ', f . +1 ' • 3. - F r r - , + r ' .-F , , • , T : , + + _ T y , . r r _ T - r • • + 1 - ; , h• % Y - i . + ' y +' +{ r',�• T - T1' r `+ '4 '- , - , r T . , _ -F - I+ i ! _ _ �+ i Y ' rr}_ri J r - ++ ■• } L:y # .+ 'f '* - • F L t L '. ,�' L ' - •1 + L y■'IL '� i r - .'"h�• - . L r 1 1 ' + - 1 I - 1 . L 1 L '-'ti+ i Y Y h- + ., _ 1 ,. .1-'. Y , #L.r' h+4 + L ■ 7 L r '`� 1 r+ '' 1' - Y. 1 s Y r. I I�IL r= h + 'L I rl ` jr + ." Ab• b