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HomeMy WebLinkAbout1500 Sweet Spring Rd - 185518200024INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1691-97 BP NO. 11267 OWNER: STEVE AND JEANETTE FRANCIS PHONE: (970) 926-3744 MAILING ADDRESS:. P.O. BOX 1348, EDWARDS, CO 81632 APPLICANT: SAME PHONE: SYSTEM LOCATION: LOT # 24, HORSE MT. RANCH, SWEET SPRING RD., WOLCOTT TAX PARCEL NO. 1855-182-00-024 LICENSED INSTALLER: STENSON EXCAVATING, BILL STENSON LICENSE NO. 25-97 PHONE: 926-3849 DESIGN ENGINEER: PHONE NO. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1500 GALLON SEPTIC TANK 124.0 SQUARE FEET OF ABSORPTION AREA VIA 40 INFILTRATOR UNITS AS REQUESTED BY OWNER SPECIAL REQUIREMENTS: PLACE THE TANK CLOSE TO THE HOUSE FOR EASY ACCESS, WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE. INSTALL LEACH FIELD BELOW THE STEEP TOP OF THE HILL AREA, BUT ABOVE THE GULLY IN THE AREA WHERE THE PERC TEST WAS DONE, MARKED BY ORANGE PAINTED SAGE. INSTALL LEACH FIELD IN SERIAL DISTRIBUTION WITH INSPECTION PORTS IN EACH TRENCH, AND EVERY 100 FEET OF PIPE RUN. RAKE TRENCH SURFACES TO PREVENT SMEARING OF SOILS AND CALL THE COUNTY FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART O ,THE INSTALLATION, OR WITH ANY UESTIONS REGARDING INSTALLATION. ENVIRONMENTAL HEALTH APPROVAL: U U`� DATE: SEPTEMBER 24. 1997 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS, CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT BOTH LEGAL ACTION AND REVOCATION OF THE PERMTr. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 19 G 0 SQUARE FEET (VIA 4 n c t a n r1 a Y rl in f 11 t r a t e�-_ i i s INSTALLED concrete s e p t LANK: 1500 GALLONS IS LOCATED 6 0 DEGREES AND 4 3 ' R " FEET FROM the back of the house. COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ��1/� ENVIRONMENTAL HEALTH APPROVAI�r�,UA i �3w DATE: October 6. 1997 (Site Plan MUST be attached) ,1 ISDS Permit 4AILI-Ita--� S / � APPLICATION`0R INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER: MAILING ADDRESS: APPLICANT/CONTACT ERSON; 10V-PHONE: C MAILING ADDRESS: LICENSED ISDS CONTRACTOR: � _ 5 �� PHONE: COMPANY/DBA: ADDRESS: *************************************************************************** PERMIT APPLICATION IS FOR: ( ) New Installation ( ) Alteration ( ) Repair *************************************************************************** LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # 1/,-t / (if known) Legal Description: Subdivision �sly&,ijn Filing:_Block: Lot No. Tax Parcel Number:-� �-�- Lot Size: `CZ Street Address: *************************************************************************** BUILDING TYPE: (Check applicable category) Residential/Single Family Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (� Well ( ) ( ) Public Name *These systems require SIGNATURE• (Check applicable category) Spring ( ) Surface of Supplier: Number Number Type _ of Bedrooms of Bedrooms design by a Registered Professional Engineer Date: TO BE COMPLETKD BY THE COUNTY _ AMOUNT PAID: -5 RECEIPT #: DATE: CHECK #: CASHIER: Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO October 3, 1997 Steve and Jeanette Francis P.O. box 1348 Edwards, CO 81632 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit No. 1691-97, Tax Parcel #1855-182-00-024. Property location:Lot # 24, Horse Mt. Ranch, Wolcott, CO. Dear Mr. and Mrs. Francis: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Janet Kohl Environmental Health Department Eagle County Community Development ENCL:Informational Brochure Final ISDS Permit cc: files Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO Date: May 29, 1997 TO: Stenson Excavating Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No. 1691-97. Tax Parcel # 1855-182-00-024. Property Location: Sweet Spring Rd., Wolcott, CO., Francis residence. Enclosed is your ISDS Permit No. 1691-97. It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Your TCO will not be issued until our office receives this certification. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files LKP Engineering, Luiza Petrovska Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO DATE: September 24, 1997 TO: Stenson Excavating Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 FROM: Environmental Health Division RE: Reissuance of Individual Sewage Disposal System Permit No. 1691-97, Tax Parcel #1855-182-00-024. Property Location: Lot #24, Horse Mt. Ranch, Sweet Spring Rd., Wolcott, CO., Francis residence. Enclosed is your ISDS Permit No. 1691-97. It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need to be completed before you call for your final inspection. Also, please note any special conditions which may have been placed on the permit. If all items are not completed, a reinspection fee of $42.50 must be paid before a reinspection is made. Due to weather constraints, all permits issued before November 14, 1997 must be completed by November 26,1997 for final inspection. Please call our office well in advance to allow for scheduling of final inspection. Your building permit CO will not be issued until final approval has been given for the ISDS Permit. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Enclosure: ISDS Final Inspection Completeness Form INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone:328-8755 Buildin PermitA 11267 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. Please call for final inspection before covering any portion of installed system. g PERMIT NO. 1691 7n 1 OWNER: Steven and Jeanette Francis PHONE: (70) 926-3744 MAILING ADDRESS: P - 0 - Box 1149 City: Edward.- State: CO Zip: 81632 APPLICANT: same PHONE: Sweet Spring Rd. SYSTEMLOCATION: Lot# 24, Horse Mt. Ranch TAX PARCEL NUMBER: 1$5 -1$ -00-0 4 LICENSEDINSTALCER: Stenson Excavation, Bill Stenson LICENSENO: 25-97 DESIGN ENGINEER OF SYSTEM: UP Engineering, LuiZa Petrovska INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1500 GALLON SEPTIC TANK with a third compartment us as a dos' g chamber with pu ABSORPTION AREA REQUIREMENTS: absorpti960 SQUARE FEET OFSEEPAGt:$€'D On area, mou Sq' of basal area. rk- n EFEEOF IBOTSTOM SPECIAL REQUIREMENTS: T 21, 1997. Engineer is respQnsible for final inspection. Auilding C0 will not be issued ho caxtificatiQn. ENVIRONMENTAL HEALTH A OVAL: DATE: _Mav 29 , 19 9 7 CONDITI ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25- 10- 104. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET. INSTALLED SEPTIC TANK: GALLON DEGREES FEET FROM SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY _ YES _ NO COMPLIANCE WITH COUNTY/ STATE REQUIREMENTS: YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVAL: DATE: ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: PERMIT FEE PERCOLATION TEST FEE OWNER: RECEIPT # CHECK# 4 A x 1JU5 PERMIT PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. OWNER: LEGAL DESCRIPTION:�ck i AT —6b" MAILING ADDRESS: �� cd -` ""T Oz TYPE OF DWELLING: `; NUMBER OF BEDROOMS TEST HOLES PRE-SOAKED: YES NO TTMF ranmcn nrInm" 50IL FROFIL 1 2 3 1 2 3 1 2 3 1 2 3 0 vN kh j A- c� I "blo ")4 1V 13' � VA 3 14' NA. 9111k 5' i' wit --� 8 1M. �± Time to drop last inch J5 Nin PERC RATE: Ao MINIMUM SEPTIC TANK SIZE: ' MINIMUM LEACH. FIELD_ SIZE: l i�5� 60- 3� LID " b Environment rev. 6/90ks &cc 1Y�c �yi,ie�v� 1SDS PERMIT PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. M .*' I'�ik�ai;� LEGAL DESCRIPTION: i955-_ I�n -(y)' MAILING ADDRESS:_P.D &D(1-2)A5z TYPE OF DWELLING: NUMBER OF BEDROOMS TEST HOLES PRE-SOAKED: YES_ NO TIME WATER DEPTH INCHES OF FALL RATE S 1 2 3 1 2 3 1 2 3 1 2 3 OIL PROFIL OR 2 331 4. U/S' o 5 ''%%11 16 NP i' If 8 ►5 . r+G.v IV"V\MiV\.IV, i K'-(" Time to dro last inch PERC RATE: MINIMUM SEPTIC TANK SIZE: MINIMUM LEACH FIELD SIZE: COMMENTS: Do PERC TEST DONE BY: Environmenta rev. 6/90ks th Officer DATE. q C 4 1JU3 NtKMIi PERCOLATION TEST _ EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. ,OWNER: LEGAL DESCRIPTION: MAILING ADDRESS: PD 6 Z TYPE OF DWELLING:�S 1 NUMBER OF BEDROOMS J TEST HOLES PRE-SOAKED: YES NO TIME LTTmL^n ncnmv Eml MMIENNI Em NEENNINIMMINEENIM MMINNEENIMIMMINNE1 -MININEENNINIMMINNEV EIMINEENNIMMINIMENIN El MINEMENINIMMINNE I Time to drop last inch PERC RATE: MINIMUM SEPTIC TANK SIZE: MINIMUM LEACH FIELD SIZE: COMMENTS:( BY: Environmental He- I 5LK� 1J 4o a 5 8I d I DATE: Officer rev. 6/90ks - IaCIO rr Soil Texture L...v v "'� �•• `/ r Start Steve 1,7hicn LAMA\ STArl UNIVIIIIrT j Irlr� •� r•• / J. Place approximately 25 g soil in palm. ��•�• '"" Add water dropwise and knead the soil `•••�-•-� �. to break down all aggregates, Soil is \/ ••� at the proper consistency when plastic Atld'tlry Soil to „� \ / and motdaole, like moist putty, soak up water ti 't ........... Tit rtt o Does sail remain in Is soil Is soil a ball when squeezed 7 1s too dry? " too wet ? SAND its V Place Dail of soil between thumo and forefinger gently pushing the soil with the thumb, soueezing it upward into a ribbon. Form a ribbon of uniform thickness and width. Allow the ribbon to emeroe and extend over the Inrefinoer, breakinq from its own weight. ' LOIMY SAND " Does soil torn, a ribbon Tit Does soil make a Does Soil make a Does '.oil rnjke a % weak rrb0on less „ meq,um ribbon ,. slrono nbtrn 5 cm than'1,:5 cm lonq 2.5 . 5 on lono or lonoer COore 7 before breaking? before breakin o. breakinr,? rtt it rrtt Excessively.wel a small pinch of soil in rafm anti rub wish forennoer Ci:' • � � 1 r �N / Does soil Does soil Does soil feel very reel very feel very SANDY gritty. SANDY stsritty? SANDY oritly7 101M 'ts CLAY rlt t s. 104;d ,s CUY s� a Does soil 14 Does soil Does soil y feel very snoo!h? feel very smootn? feel very ILT SILTY � � lit%.� LOAM CLAY lit SILTY ,isr'ooth. % Y � .. 1.0AM 1� CLAY le \(` Neither grittiness nor Smoothness Neither grittiness nor Neither grittiness �� Dredominates smoothness oredominates nor smoothness n� �/A �� fit Tit 'oie.•cr,.inafes LOAM CLAY LOAM CLAY 3 � Figure 2-3. Determining soil texture by the "feel method." Taken from "A Flow Diagram Tcxturc•by-feel Analysis," by Steve J. Thicn, Journal of Agronomic Education, for Teaching Vol. 8, 1979, pp; 54--55. 1 Post -it® rax Note 7671 Datebin'q 11 pages To Tr�1I Froml fit' c?_i j l N 0 Co./Dept. Cc� C�IV Phone # Fax Phone # �qp- p'76 C AGO G J ISDS PERMITf- 'ERCOLATION TEST _ ' ENVIRONMENTAL HEALTH DEPT. # �/_ " s.J751 Fax # --rrv.;_�•._-i-r-rcrcnv-i-�� � � IC l�t� IU% , (�(!� -tT �-� 1 � (� }iJ �C.1 p� - ��� •-Q MAILING ADDRESS: 00 A� X V34 TYPE OF DWELLING: Sj NUMBER OF BEDROOMS \5 Ir J e kI Z T t �0ivi TEST HOLES PRE-SOAKED: YES_V_ NO. TTMF. LTT TTT l�T Tenter 1 2 3 1 — .2 3 iav%_nLJ 1 yr 2 rrsi,L 3 tu'.TE 1 2 SOIL PROFIL 3 0' dp L4/ '. T, 3/ 1' 0.4L t1j:y3 10:44 11301Y �a f 3'/2 'l4- '4 140 1 k 4-7 t�: g IL:4011�318 I% i�� c i I� o 446 3' to 0 5' � 02 I:0'7 It .03 ►t:c9 11. 04 11:041, rt311Z 12JIg (� 4 I�- l� � 11i O � �© (� W5 , ' �'�`'��,�, 2-2 11.'23 1j:21 l3��! f 2-7j� Time to drop last inch e,Ut 4066 �' k , I, t}Z u PERC RATE:MINIMUM SEPTIC TANK SIZE: MINIMUM LEACH FIELD SIZE: COMMENTS: �� •� Ca.� �,1n t `- �� (; k�c1 X �C�IYYV L��`� PERC TEST DONE BY: 3 Environme 1 Hea rev. 6/90ks M(03 2- (Al DATE: �, Officer ISDS Permit # Date tin nd ISDS Final Inspection ComBleteness Form 4. =� Tank is gal. Tank Material 0 -"E.p" , h . Tank is i� located �P U f t . and L D degrees f rom` ± r'11 - P'..'-� ,t �j1.•-F--. _. (Permanent landmark) - _�;{..:"c''... V, r 3 Tank is located ft. and degrees from (permanent landmark) ✓ Tank set level. Tank lids within 8" of finished grade. Size of field fta units lineal ft. Technology Cleanout is installed in between tank and house(+ 1/100ft). There is a "T" that goes down 14 inches in the inlet and outlet of the tank. Inlet and outlet is sealed with tar tape, rubber gasket etc. J,-" Tank has two compartments with the larger compartment closest to the house. Measure distance and relative direction to field. Depth of field ft. Soil interface raked. Inspection portals at the end of each trench. Proper distance to setbacks. Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks removed from trenches, etc.) Other Inspection meets requirements. Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks Well Potable House Property Lake Dry Tank Drain - Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 ank 50 10 5 10 50 10 * 10 ISDS Permit # MIA-1 Dateg/vA 7 ISDS Final Inspection Completeness Form Tank is gal. Tank Material Tank is located ft. and degrees from (permanent landmark) Tank is located ft. and degrees from (permanent landmark) Tank set level. Tank lids within 811.of finished grade. Size of field /2 `/0 A. U 'units lineal ft. Technology �f)"t =l� '- Cleanout is installed in between tank and house(+ 1/100ft). There is a "T" that goes down 14 inches in the inlet and outlet of the tank. Inlet and outlet is sealed with tar tape, rubber gasket etc. Tank has two compartments with the larger compartment closest to the house. � v Measure distance and relative direction to field. , 5l% 06;61 0A LCL Depth of field '1-3 ft. Soil interface raked. t1e+ -C d Inspection portals at the end of each trench. Proper distance to setbacks. Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks removed from .-trenches, etc.) Type of -pipe used for. building sewer line°.0 leach field Other Inspection meets requirements. Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 -25 10 10 Tank 50 10 5 10 50 10 * 10 SHEET NO. - CALCULATED BY. CHECKED BY_ 2^54 auaea! J.vas r inc Groton. Mass, 01471 Tc Orcer PHONE T011, FREE 1-500-M 6333 OFDATE DATE JOB EAGLE --COUNTY ENV. HEALTH P.O. BOX 179 SHEET NO. OF- 1­7 EAGLE, CO 81631 CALCULATED BY DAT E CHECKED BY DATE Af'Al F PRONCTDI-I Slg;eSreeisiM-1 lPaaCM�— Inc.Groton P-CNEE TOLL FREE 1-800-225-080 1691-9/ Taxif lisp—lbz—UU—UL4 Lot #24 Horse Mt. FRANCIS JOB NAME Wolcottco JOB NO. — l' , B LOCATION DATE STARTED DATE COMPLETED Ill IN , . •. 012� I% r/t ! /L'_a. !ice �ljr. �i <L17 �/ / L _ I /� �• sopip, Mill'' i IV COS+ SUMMARY I TOTALJOB I ®■ Ai A WMV -,A. Ni NO E ME 1111111M, SALES TAX • law COSTSWE MIS �ml I INN= �nmll i llmlmlmmm TOTAL JOB COST KNER11. ( ► .!:. , . f /. • ..n_ \ laI ail► GROSS PROFIT t LESS OVERHEAD —COSTS PRICE aWd • NET PRFIT JOB FOLDE7;7 8 NEW ENGLAND BUSINESS SERVICE, INC., GROTON, 011 JOB FOLCiER P'`�'° ��" i b7 ,j (/ o 1L� • I lw_ ---- eve Fri nos 4 16 q7 /of 24 //orse /1f. ��� OOM7 c Q�&0147 111nC hlrJtE5e t/ltyi _q7 �� � �5�ev�e �►�GvtCts �ll�`?I - `�7 �bt 2 Lf � rsea1'�U1�7 MO UND DIMENSIONS DESCRIP770N SYMBOL DIMENSION (fee t) BED W1D TH A 12.0 BED LENGTH B 80.0 MOUND DEPTH D 1.0 MOUND DEPTH E 1.96 BEY? DEP TH F 0.75 CAP AT EDGE OF BED G 1.0 CAP A T CENTER OF BED H 1.5 DOWNSLOPE SETBACK i •44.0 UPSLOPE SETBACK J 8.0 S/DESLOPE SETBACK K 11.0 MOUND LENGTH L 102.0 MOUND WlD TH W 64.0 t t \. \ \ \ ! ► \ t 0 , `� 1 WE Qk t 1 STA A3 Mound Perimeter I I ON ii ` I t � i � 0 �'• � 1-1/4-Inch Diameter Lateral Perforated with 1/4-inch holes � - .. t •� I •\.:,._.. _ spaced of 30 inches. _ • _ / 4- t, 1 ` I 3-Inch Diameter Delivery Pipe \ t • . 4-fnch Diameter Bulding Sewer Absorption Bed I 3-hch Diameter Centrd Manifold r - 1 i /\ INV EL. a �91.5 965.8 ,,,r,r//, l ,,,,,,, CLEANOUT / ► 1 \ �r,,,r,,,,r,,,, 1500 Gallon Three Comprtment f Electric Lift Septic Tonk9 i STA Al r 986.4 Zee /Z1 /,- -��• f \ \ . /'PROPOSED;';,"/ STA B1 „/„/,/// �� _--- ,,,,,,,,,, -- --- _-- - - - - - _-- - - _ GRAPHIC SCALE 20 0 10 20 40 / / / I / \ / QD O to qp A b �0 O 01 r////////////// O O ,,, N LY5C1L�7s 0 1-1/4 INCH PERFORATED LATERALS 1. The building -sewer line from the house to the F/L7ER FABRIC foot. Bends in the building sewer shall be limited f CLAY FILL OR 7OPSOIL _ TOPSOIL 2. -7he septic tank shall be installed level. The tc 3-INCH DIAMETER MANIFOLD PIPE inches of the finished grade, for inspection and cl - J. Avoid vehicle traffic over the system. 4. All installations shall meet the rules and regul - - .. S .. ' .. tipp• r} - '� ////////I////• - - - Of L //.//.//////..• ,,,,,,,,,,,,,,,,.. individual Sewage Disposal Systems. - .. ........ /. iu ... i //.//.. /.//.. 3/4' TO 2-1/2' ROCK ' %��///��//� 5 The Septic System Installation shall be ins ecl //.////..../.. -� P ys P . •••••••••/•••••• a MEDIUM SAND FILL 1t7 PUMP . /..r.///./..//.... .../..////./...... ,////...//.... AND RAkFD SUBGRADE7 /..//././.././.• iiiiiii;i..///.•• CROSS SECTION`-A=A - t = NOTE: - .TOPOGRAPHY DIGITIZED FROM A MAP BY j NOT TO SCALE ALL ELEVATIONS MUST B� i (IN FEET ) 1 inch - 20 fL m DESIGN CALCULATIONS FOR A MOUND SYSTEM Design percolation rate T=80. minutes per inch. Water standing in the percolation holes after rive days. MOUND TYPE SYSTEM with a pressurized distribution network is recommended for this site. Loading Rate for a Medium Texture Sand = 1.2 gpd/sf Number of bedrooms = 5 Maximum dolly Flow = Qmax = o Zax = 5 bedrooms x 2 persons/bdrm x 75 gallons/person/day x 15OZ CL a ax = 1125 gpd Q. SEPTIC TANK W o V = Qmax/24hrs x 30 hrs V = 1406.25 gallons Use 1500 Gallon Single -Auto Siphon Septic Tank by Front Range Precast Concrete or equivalent = ABSORPON AREA i r f Q /A = Qmax/1.2gpd/sf _ p v A = 112511.2 = 937.5 s f. Amax = 935 s. f. j o The abs = 2 orption bed dimension within the Wound System will be 12 feet wide by 80 feet long. The absorp t ion bed shall be parallel to the surface con t ours. The permeter of the mound shaft be 102 feet long and 64 feet wide. 'bite PreDarofion ;Stake out the mound perimeter. Cut and remove any excessive vege ation. install the delivery ,� pipe from the dosing chamber to the mound. The pipe must be sloped so it drains back to the dosing chamber or into the laterals. Backf#1 and compact the pipe trench. to Plow the area within the mound perimeter. Plowing should not be done when the soil is too W wet. Grade the uneven areas. Fill Placement O W ly O r 1 Place the fill material over the prepared site. The fill material should consist of Medium 3 U O y Texture Sand with the following characteristics: - A >25X 0.25-_- 2.00mm <30 - "35X 0.05 - a25mm -- - - - - _ - <5 - 1031 0 002 - 0.05mm k The Infiltration rate of a Medium Texture Sand is 1.2 gpd/sf. The height' of the sand Ml should be the elevation of the top of the absorption bed. 'Shape the sides of the mound to r�r,,�� ' , �� l� f the recommended slope, as shown on the detaffs. v, 00� N Z Distribution Network Placement Carefully place the . coarse aggregate on the bed. The coarse aggregate shall consist: of 3/4 V � fi to 2 1/2 inch rock. Level the aggregate to a minimum depth of 6 inches Assemble the , t6 distribution network over the aggregate. The distribution network shall consist of four 39.5 Q Q i feet laterals, 1-1/4 inch diameter (three on each side of a 3-inch diameter center manifold). W The inverts of the laterals shall be perforated with 1/4-1nch holes spaced every 30 inches - �Q For the pressure distribution network use schedule 40 pvc (AS7M D 2665) or ABS (AS7M W �' 2661) pipe. Z The laterals shall be told level. Place additional aggregate over the crown of the pipes of at ti least 2 inches depth. Place o suitable backfill barrier, such as filter fabric, over the aggregate O Cover/nq of the Mound SysteLLJ Place a finer textured soil, such as clay or silt loam over the top of the bed, to a. minimum Z thickness of 6 inches. Place 6 inches of good quality topsoil over the entire mound surface. _Plant grasses -adaptable to the climate over the mound system. Pump Selection r1 V � v 00 An Electric Pump capable of delivering 100 gpm against 9.5 feet of head can be used. The O elevations between the pump invert and the manifold invert should be field verified. The rn pumping system must also include pump controls and an alarm system. N r; Gould Submersible Sewage Pump Model #3887, 1/2-HP minimum, with 3-inch discharge or equivalent is recommended. op Inspection Pipe L� 0 n Install a 4 inch diameter inspection pipe on both ends of, the Gravel Bed The pipe shall be C .. open on the bottom. fie bottom of the pipe shall be at the same elevation as the bottom • a of the gravel bed. The bottom 8 inches of the inspection pipe shall be perforated. The pipe E•� shall be covered with a vent cap.00 �O N O N �.? e m co Cn 1500 GALLON ELECTRIC LIFT SEPTIC TANK 6' - 8" Dimensions Capaeitles Lift Station _ Chamber. W_ L g A B 12' - 8' 5' - 10 1106 535 570