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HomeMy WebLinkAboutSEP2006-00021 Jefferson County Department of Community Development /:-' �, 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION =5 m6% F nnrua- y, PROPERTY OWNER Horizon Holdings (Ken Shock) EXPRES z°„° MAILING ADDRESS PO Box 234 Brinnon, WA 98320 PHONE ( 360 ) 796-4234 SYSTEM DESIGNER Suzanne Martin Designer Phone# (360)554-0224 LEGAL DESCRIPTION: Section 10 Township 26N Range 1W PARCEL#.601 105 001 Subdivision Name Blueberry Hill Large Lot Division Block Lot(s) 1 Site address/Directions to site 427 Adelma Beach Road-Port Townsend,WA 98368 SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential ✓ New Tank/s only Private 1 existing Residential ADU Modification_ — Public well Commercial Expansion_ Community Upgrade. Repair SITE SIZE +/-5.1 acre SYSTEM TYPE Partial Repair- (tank) (drainfield) Previous Evaluation Conventional Designate R .s.rve Area Yes# 06-00021 Alternative ✓ Redesign ✓ No SYSTEM DETAILS Number of Gallons/day 480 Soil type 4 (attach soil eval.) Application Rate 0.60 gal./sq.ft./day Drainfield Length 2• al. ft. Trench Width 3' ft. /0 Trench/Bed Depth 6-12 in. Septic Tank size 1000 gal. Pump Chamber size 1250 gal. TYPE OF redesign to a mound system. all tanks'have been installed By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments, court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she requires prior notice. Inspections shall occur during regular busines ,,hours. Initial here if you require notification before entry Appeal–A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the decision. DISCLAIMER-This application is for an on-site sewage system that meets the state and county standards in effect on the date of application. This application for an onsite sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. Property Owner Signature Date FOR OFFICE USE ONLY ` PARTIAL ASBUILT I[/l��� I FINAL 1'J ' / - AIPRbVED I 1NSP/PUMP TEST 2.17/// u t-`' - ALL HOLD REQ. MET Date Q`lq`tOFee 1 15 Rec# 1 l Ci"��p2.Check# 1577 Case#SEP b-a I forms\Suz\2008 SPA.DOC SEWAGE DISPOSAL PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 (800) 831-2678 PERMIT #: SEP06-00021 Date Received: 01/19/06 SITE ADDRESS: 345 BLUEBERRY HILL DR Date Issued: 08/29/07 QUILCENE, WA 98376 Revised Date: 09/03/10 Date Expires: 08/29/10 APPLICANT: HORIZON HOLDINGS PHONE: 360-588-9965 PO BOX 234 BRINNON WA 98320 SUBDIVISION: BLUEBERRY HILL LARGE LOT BLOCK: LOT: 1 PARCEL#: 601105001 Section: 10 Township: 26N Range: 01 W DESIGNER: SUZANNE L MARTIN PHONE: 360-554-0224 MILLER BAY WATER CO PO BOX 125 CHIMACUM WA 98325 DISCLAIMER- This approval is for an on-site sewage system that meets the state and county standards in effect on the date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain • permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON This permit is issued for a period of three ye- (unless otherwise stated above) in accordance with Jefferson County Rules and regulations for on-site -- e systems, codifi-x'.15 a nded per ordinance no. 08-0921-00. This permit may not be renewed. / /iiaiA/L / :'ferson County Environmental Health Specialist The property owner is responsible for the accurate location of all property lines.Any removal of or major disturbance of soil in the primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system.Any change in drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is uncovered, all activity in the immediate area shall be halted and the UDE Administrator shall be notified at once. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. SYSTEM DESCRIPTION: 170-MOUND No. of Gallons per Day: 480 Drainfield Trench Septic Tank Length: 48 feet Width: 10 feet Depth: 12 inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE CONDITIONS OF APPROVAL- PERMIT NO.: SEP06-00021 1.) Wetland crossing as shown on site plan must be constructed in accordance with the approved plan submitted to DCD, MLA06-646. A copy of this plan has been included with this permit packet. 2.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required. 3.) H - AS PER WAC 246-272 AND JEFFERSON COUNTY CODE 8.15 ALL SYSTEMS REQUIRE MONITORING. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING AGREEMENT RECORDED TO THE PROPERTY TITLE PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM. 4.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED AT 6 MONTHS, AT ONE YEAR AND EVERY 3 YEARS THEREAFTER. 5.) Before final approval is given, the designer shall provide an operations and maintenance manual to the property owner. The manual must instruct the owner of the on site sewage system on the ways to properly operate and maintain all components of the system. 6.) Health Dept. required to observe pressure test when system fully installed/complete, 48 hours notice to be provided for scheduling. 7.) Designer must be contacted prior to start of construction and for inspections during installation. 8.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 9.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 10.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 11.) Setback to surface waters- 100' required from drainfield and reserve areas. 50' required from tanks. 12.) Dry season installation required. 13.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 14.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 15.) Any portion of transport line under a driven way is to be sleeved/cased or equivalent. 2 of 3 I:\F_SEP_PermitRedesign.rpt 11/22/19 16.) Septic tank and pump chamber to be water tight. Extra protection (i.e. Bentonite)to be used around inlet, outlet, and risers due to high water table. 17.) Risers are required to grade with secured lids over both compartments and over the outlet of the septic tank for inspection and maintenance/monitoring. Minimum 20" riser over inlet. 18.) The application was reviewed by the Jefferson County staff for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Category II Wetland. 19.) Based on the report submitted delineating the wetland a setback of 100-feet, measured perpendicularly from the wetland edge, shall be permanently maintained as a buffer. No filling, grading, clearing, or other alteration of the wetland or its buffer is allowed except as outlined on the approved site plan dated January 17, 2007 under MLA06-00646. 20.) Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100)feet, whichever is less. Signs shall contain the following statement: "Wetland & Buffer- Do Not Remove or Alter Existing Vegetation." 21.) A permanent physical separation along the upland boundary of the wetland buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 3 of 3 I:\F_SEP_PermitRedesign.rpt 11/22/19 JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT For RECORD DRAWING Designer Suzanne Martin Permit # SEP 06-00021 Installer Dan Morger (Morger Construction) Parcel # 601 105 005 Electrician D & G Electric Design Flow 480 gpd (peak) Property Owner Horizon Holdings do Ken Shock -k+ t._ - 1 Site Address 345 Blueberry Hill Drive-Quilcene, WA 98376 . Answer all questions or indicate NA DEC 07 2011 DATE Tanks, Pumps and Controls JeffersonCountY INSP. Tank (manufacturer, size, baffles) 1000 gal peninsula tanks w/risers; bageiitOCf talth 9/2010 ers Pump chamber (manufacturer, size) 1250 gal peninsula tank with risers 9/2010 tank#2 1000 gal peninsula tank with risers&shroud Screen(s)and/or Pump Shroud (type, location) Shrouds in both pump tanks 9/11 Were Tanks tested onsite for water tightness? 0 No Panel Model Infiltrator Timer Model Aquaworx 9/11 Pump 1 — Man./Model Zoeller 152 Flow Rate 57 qpm 9/11 Pump Location (i.e. garage, treatment unit, basement) in pump tank Floa /transducer settings Inches Timer -1. F: from bottom of tank- On/off - 22.9 in. Functions: On 1:38 sec/0 Veto - 35.8 in. Off - 360 sec lip hr Alarm - 35.6 in. Veto On - 1:38 sec mi Storage Above High Water Alarm 430/710 gal. Veto Off - 270 sec/ ni /hr Dose Counter Reading 11 doses/6 vdose # gallons/dose 85 gal. Elap. Time Meter Reading 000:18:19 mi /hr Pump Throttled? Yes No Dose Drawdown (in inches) 3 in. Pump 2 — Man./Model Liberty 1hp Flow Rate 48 gpm Pum. Location i.e. •ara•e, treatment unit, basement in pump tank A Float ransducer settings Inches Timer `' % from bottom of tank- On/off - 22 ' in. Functions: On +/-2:39 se./'j Veto - n/a in. Off demand sec/min/hr Alarm - 45.5 in. Veto On - n/a sec/min Storage Above High Water Alarm +/-262 gal. Veto Off - n/a sec/min/hr Dose Counter Reading 000484 # gallons/dose +/-126 gal. Elap. Time Meter Reading n/a min/hrs Pump Throttled? Yes / No If additional pumps- complete the info in this table Dose Drawdown (in inches) +/-6 in for each and attach. Other Timer functions & settings (e.g. override on/off) zb-09; autoclear 1 dose; ID: 11-01-0747 second tank: demand dose to dosing tank; high water alarm functions H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page t of 2 Pre-Treatment Date Insp Sandfilter basin high water alarm shuts down pump to Sandfilter. Yes / No Sandfilter Basin size/location n/a Sand Fill met design spec? 9 / No ATU (manufacturer, model) n/a Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) n/a Independent Alarm Yes / No Drainfield Transport Pipe size, schd, diameter 2" pvc sch 40 Manifold size/schd 1" pvc sch 40 9/2010 Orifice size 1/8th Lateral Size/schd 1" pvc sch 40 9/2010 Barrier Material filter fabric Cover Material/Depth mound system 9/2010 Residual Head (lat.# & ft. Head) ' l,J -+U l3 E•5 i'rt i I The laterals/pods were balanced Cl'es'''t No Source/Manufacturer of Drainrock/Gravelless chambers miles Drainrock Clean? No If no, what action taken? Mound/Glendon Site Prep yes 9/2010 Drainfield Length 35' mound ft Width 76' mound ft Depth n/a inches Caps for measuring residual head stored (location) COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary Make sure that the float tree in the second tank is turned so that the on/off float does not hang up on the shroud The dose counting on 6 December 2011=11 dose; 6 dose; 00:18:19 hours Health Department Inspection issues resolved Yes / No / NA If yes how? Users Manual Provided to Homeowner delivered to site/homeowner Date 11/3/2011 Tank/component Decommissioning Report Attached Yes / No / NA Installer Certification attached/signed Yes / No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY THE INFORMATION PROVIDED ABOVE WAS VERIFIED BY INSPECTION, T}fE SYSTEM WAS INSTALLED AS DESIGNED AND At t ROVED by JEFFERSON COUNTY (DATE) OR T}fAT C1-MNQES HAVE BEEN NOTED AND T}fE SYSTEM IS IN COMPLIANCE win( WAC 246-272. la'; ei• 6 Deecember 2011 5100342 ), I Designer Signature Date License # r Suza°Martin 1 ''i ti8�i N k... lit EXPIRES]/11/12 H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 System Owner: Horizon Holdings SEP06-00021; Parcel #601 105 001 Site Address: 345 Blueberry Hill Drive-Quilcene CEV1D Pump Tank Detail 2011 OEc o • . .n county • Environm®nwa - • Peninsula 1250 gallon 20.25"Installed Riser 6.75"transducer to top of riser pump tank; 28.6 gallons per inch; zb-09 ^'4,.. ....v ':Ar S. k.i:y_'-!s.h�; `74,, .i.1'"`.0f.. ...s:41.1:'t r':A:i 1.VV.':j'll•!.0,i 1,:) .Yt. 0.8 err "• ±15"storage above high Inlet The dimensions demonstrated in this water;below inlet; illustration are examples. the settings provide: r additional storage above r_ ±363 gallons working volume 8±430 gallons 52.25"transducer�� inlet .7 emergency storage above high water and -±430 gal below inlet of the pump tank. 'g Veto set 13.8"from the Additional storage above the inlet is: ±280 gal. .a bottom of the bell :i 64" alarm set for±13.6"from rii..ro %- - bottom of the bell "r ±363 gal working volume :4 51" III ti. -min.360 gallons 41%X on set 0.9"from bottom �< installed shroud } - of the bell :r, aroud pump fig 'k• ii ± - from bottom nk e;, �. t a bottom oft '..II 4, / 01 0/ ^.R'PC•:`j!w.«:...3"vi:%-x..*_4.t crt:;';74!,••7.1`• .?'f.e44.'::.v:'. .4%:4Z V. !:44:i.. .f:..._.. . �'.r.::.:'r'•z. .. a err.•}:...... 10 • • ;.-• a 0 CO CD a o o CO O 8- °- I co a co 3; co n 'Cri N �• fq N 7 yt x d 47 '?�♦ w a !� cna IIiIji 0. n w °1' X c \ 3 co \ 733 -ovo \ o pcvo � \ � O 7 7 ? 7 • 7 n; } • 7 Ci) x o -o \ v c v N Ui p CD N ` o .r C 2 K ac ' N - N O .7.. O (=c a CU 7 + N =h N ftD 7. 4 /"� m c d \ lir /owl c a m a ` 0 3 a. m N ,'• .� ° o x 7 .-.. o N \ _� m hi m. f N x (. 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N O ∎ N 7c 0 0 3 0) 0 ° rn 3 g3 m N m ' N 3 a al m n coc° �3 m x LCD a @ xm mQO °-' y0) C� ` 3 , -. w O * �co �' m ° O 0 3 a 3 m 'm CD w °� a ® � CT) m o A o 0 N n r^ (D N 0) fD = �. m m m -v d 4 N. > N N v L y 7 O N O �G 0) 0 N 3 W m �� O G W S m 'm f F f o o O _. 3 sa s ccnn 0) 3 1 11 N(n CD ° oz a. Ill -' 2. NAM m o c a a -1 -I N p• 0) Y1 K d y 0 NEt (p S 7 3 Page 1 of 6;Shock; ,, Parcel#601105001 M JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT ,:Mts„,,-.,,,# 621 SHERIDAN ST., PORT TOWNSEND ,WA 98368, (360) 379-4450 iw4P~ a "Nh+ Nt' 4 `•n f SOIL EVALUATION I ' Suzanne L Martin ' 'ffC@f,f tb15V fUNEk' le, PROPERTY OWNER Horizon Holdings (Ken Shock) exp.2/11/10 SYSTEM DESIGNER Suzanne Martin LEGAL DESCRIPTION: Section 10 Township 26N Range 1W Parcel # 601105001 Subdivision Name Blueberry Hill Large Lot Division Block Lot(s) 1 Date Logged: 23 Nov 2009 &2006 Logged By: S. Martin Include soil textural characteristics and the depths ,; which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. li) Primary Area; 1 1 Primary Area; A OIL LOG #1 Type 4; 0.60gpd/sf SOIL LOG #2 Type 4;0.60gpd/sf 0 42� /" 0 3 Dark brown sandy loam �/ to in. Y '�,>(�� U 0 0 t0 18 In,Yellow brown gravelly loamy ",?V 4 3 27 Yellow brown ravel) Ibam sand to in. gravelly y (t.j 18 to 31 in. Light grey brown loamy sand kx 27 to 44" in. light yellow n gravelly loamy sands / 31 to 46" in. Light grey brown loam w/fract.roc' as gravel to 44" i hard o j ,/-0 to 46 in. Hard pan �O l) Anticipated water table 38" in. -/���7 Anticipated water table 36" in. Roots to 42 inches l/ / Roots to 46" inches a 1 yf Health Dept. Comments / 2 Df p Health Dept. Comments Reserve Area; �4l Reserve Area' / SOIL LOG #3 Type 4;0.60gpd/sf vl SOIL LOG #4 Type 4;0.60gpd/s 0 to 10 in. organic soils �� 0 to 4 in. Organic soils I 10 to 30 in. Brown gravelly loamy sand�"4(-IX 4 to 38 in. Brown gravelly sandy loam a 30 to 53 in. Grey brown gravelly loamy sand , / 38 to 42 in. Grey brown gravelly loamy sand /,l / t0 53 in. Hardpan to 42 in Hardpan r Anticipated water table 50 in. Y G ' ipated water table 40 in. e • ARoots to 53 inches Roots to 42 inches Health Dept. Comments 6eytb 1113 Health Dept. Comments • • SOIL LOG #5 SOIL LOG #6 to in. I ' ' to in. to in. , to in. to in. to in. to in. to in. Anticipated water table in. Anticipated water table in. Roots to inches Roots to inches Health Dept. Comments Health Dept. Comments H:\INFOHLTH\SOIL.FRM 1/00 •■■•■=r Page 2 of 7; Shock; Parcel#601 105 001 ONSITE SEWAGE DISPOSAL SYSTEM DESIGN Date 3 August 2010 s�..... ; ' " 3 August 2010 Property Owner Horizon Holdings(Ken Shock) System Designer Suzanne Martin Legal Description: Section 10 Township 26N Range 1W Subdivision Name Blueberry Hill Large Lot Division Block Lot(s) 1 I. CALCULATIONS If for residential use: Number of Bedrooms: 4 x 120 G.P.D.. 480 total G.P.D. If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate 0.60 G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area: 800 square feet (total G.P.D. ;G.P.D./ft. squared) Trench or bed width 10 bed feet Trench or bed length 48 bed lineal feet (sq. ft. +trench or bed width) SEWAGE DISPOSAL DESIGN II. APPURTENANCES Ap.roved for C^ -tru. iU Septic Tank Size 1000 installed gallons /A./ Date Pump Requirements (If Necessary) installed 1250 P-ninsula tank Elevation difference in feet 15 Friction loss 5' Pump capacity should be 45 G.P.M. at 35 T.D.H. Number of doses per day 8 Dosing volume 45 gallons Pump chamber size 1250 installed gallons • H_\home\pincntr\inf ohlth\lewd sn page 3 of 7;Shock; Parcel#601105001 III. DRAINFIELD CROSS SECTION 57. .� 3 August 2010 . FILL (15' NATIVE SOIL A B E C IMPERMEABLE MATERIAL/ SEASONAL SATURATION A. Trench Depth mound inches B. 6 inches of drainrock below pipe C. 12-24" inches of vertical separation from trench bottom to impermeable materialseasonal-saturation D. 48" inches of fill (if needed) E. Trench width 10x48 bed inches NOTES: Reserve area may require additional treatment ATTACH DETAILED DESIGN OF SYSTEM AG,E DISPGSA1' {or DESIGN ue.roved ��onS Dsuction Ap• pate Sta`► Page 4 of 7;Shock; Parcel#601105001 CB Effluent PumpsIncorporated 1-800-348-9843 100 , . . . �.�. _. — _ —----H- Effluent Pumps ---- 90 PE 1501 PEF, PKP Series mt." , 1/3 hpto1-1/2hp 80 ; 3 J PEF i00 1411 11 1 $ i jj 0 70 kab. 116. hla - 60 Ilk ii, .... ,it P milli" H I hi. . ill 1 s 50 .c..) lailliallialli C PEF 54 IIIIIIMlralgM&4111 r © 40 effluent pump i 35'of Ii !_RIhead 20 lir iiiiimmilus 10 ,i _ 4 _±,,, __ Ai :711 1 1611119E,711 .41411 1 1 1PKP35: PEF 3311 1 0 10 20 30 ' 45 gpm 0 60 70 80 90 Net Discharge,gpm NDW-PC-PEF-1 Rev.5.0,©9/04 Page 1 of 1 Page 5 of 7;Shock; . Parcel#601105001 Pressure Distribution On-Site Sewage Disposal System Work Sheet Name of Applicant Ken Shock/Horizon Hold Site Address or Location 345 Blueberry Hill Drive Tax Assessors# Date 25 November 2009 Designer's Name Suzanne Martin Company Name Phone# 360-554-0224 Property Information: ., Number of Bedrooms 4 �,`fie ,,� Maximum Daily Flow 480 AZ':_ ',�, Total Absorption Area Required(Sq.Ft.) 800 =4` 510 z „Suiaene L Mahn % Trench Information: Trench Width 10' Trench Depth 6-12" Total Lineal Trench Length 48 Total Washed Drain Rock Under Lateral 6-8" TDH=27(35)feet Gravelless Chamber Drainfield(Yes-No) yes with gravel under -Residual-5' -Friction loss-7' Manifold. Lateral & Transport Information: —Transport line+/-4' Total Lateral Pipe --Manifold&Lateral-+/-3' P e Len g th 6-9'oc El. Difference-+/-15' Lateral Spacing -Pump On-+/-535' Transport line Length 250 -D/F ie elevation-+/-520" Transport Line Pipe (Schedule) sch 40 Manifold& Laterals Pipe(Schedule) sch 40 Lateral Line Diameter • 1" Manifold Line Diameter 2" Transport Line Diameter 2" Pump Information: -1.5'spacing-31 per Residual Lateral Head(Squirt Height) 5' lateral x 3=93 orifices Pump Size 45 gpm(a735' head -orifices @ 0.41 gpm=38 (45 gpm) Dosing In formation: Orifice Spacing(inches)- 18" Total Orifices 93 Orifice Diameter • 1/8" Total Dose Volume 45/60 Number of Doses Per Day 8 Size of Pump Tank(gallons) 1250 ex Control Panel Information : Aquaworx IPC-1 • Other Information: SEWAGE DISPOSA • ij i J 1. a 7; Date Page 6 of 7; Shock Parcel#601 105 001 Mound system calculations for Parcel#801 045 023 Size of the infliltration area -infiltration rate of medium sand= 1.0 gal/ft2/day -infiltrative surface area(bed) =480 gal/day 1.0 gal/ft2/day =480 ft2 System configuration -bed width (A) 10' -bed length(B) 480 ft2/10 (B)= 48 feet Filter media height SEWAGE DISPSA O D 1GN -depth of filter media App OVBd c -Upslope edge (D) =2 feet i' ' ru' 1Q11 -Downslope edge (E) =2.86 feet Staff/ Date -bed depth(F) = 0.75 feet(1.25"pvc sch 40) -cap &topsoil -Unsettled depth at center of bed (H) = 18 inches -Unsettled depth @ edges of bed (G) = 12 inches Filter Media Length& Width -End slope (K)= (2+2.86/2)+ 0.75 + 1.5=4.68 x 3 = 14.04 -filter media length(L) =48 +(2 x 14.04) = 76.08' (76') -Filter media width -Upslope width (J)= (2 +0.75 + 1)x 3 x 1 = 11.25' -Downslope width (I) _ (2.86 + 0.75 + 1) 3 x 1 = 12.21' -Filter media width(W) = 11.25 + 12.21 + 7.5 =35.08' (35') Check Basal Area -required basal area=480/0.60 = 800 ft2 -available basal area=48' x (10' + 12.21') = 1066 ft2 Bed is 10' x 48' Mound system is 35' x 76' Mound Media Specification Sieve Particle size Percent Passing 3/8 inch 9.50 mm 100 No. 4 4.75 mm 95-100 No. 8 2.36 mm 80-100 No. 16 1.18 mm 45-85 No. 30 0.60 mm 3-15 No. 50 0.30 mm 3-15 No. 100 0.15 mm 0-4 Page 7 of 7 Shock; Parcel#601 105 001 u) c a) � ..- O "y 1;5 0 0 a) ° `'s M i u) c o C N �; :• c S j 'O O r -0 _O fA . 1` : i� C N 0 Cr) U M V O I o) .aaaa �ri� O O c(0 cy,2 u) c - 40 v) CO �aaai. j '0 L a3 " 0 . � 7 � a� a) '1' O ".' a) O w a) a) a3 _o .`• C C y 0 � 0 0 a) o 8 c 3 0 o a 't vc m 5 a> a) m .�3ca) °- C o ca a> o o a \\`l'.. c Ni o 0) -o a c c o C O E co C \ O U C Eql gym. c n� E ° a> a) III n �' � va3 6..... 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