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HomeMy WebLinkAboutOWTS Installation Observation 08.19.18M Employee -Owned Company August 19, 2018 HCE Project: 2181018.00 Garfield County Community Development Building Department Attn: Mr. Andy Schwaller 108 81h Street, Suite 401 Glenwood Springs, CO 81601 RE: On Site Waste Water Treatment System Inspection Bailey Residence 127 County Road Lot 25, Mountain Springs Ranch Parcel Number: 2185-291-00-107 Dear Mr. Schwaller: High Country Engineering, Inc. has performed a field inspection of the On Site Waste Water Treatment System, installed by Mr. Troy Bailey at Lot 25, Mountain Springs Ranch, on August_ 10, 2018. The system appeared to be correctly installed. Attached is the As Built map of the completed On Site Waste Water Treatment System. Please contact us if we can be of further service. Sincerely, Tom S ott, PC 4 Project Manager Cc: Troy and Holly Bailey Enclosure 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 Telephone (970) 945-8676 Fax (970) 945-2555 /.,,,/.,,,/,,,,/,,,,,,,,/;�.,,,,-,,,,�-//��%; ,_ ; ;:-__-,, __----_--_- ; ;'-/ \\\\\\\\\,\\\\,\\"\\\�\���\\��:����\\\��-1, - `-\, \, \�����N.�\�\��x,xv�\���:�,\\�N\ ,\- ,` ,N\,\',\�\��,\\\\\��\\\\\1� � ��_ ; ; GENERAL NOTES /// //// /�///�////'//////i//,ii////i/viii%i ;;_ __ -__ - = = ___;/ �/ / %�/J \\ \1\�\\\\\�\�\\���\� \ \\\\\\\\\\\������`��\\\\ \\\ \\\ \\\ \\\\\\ \\\\\\ \\\\\ \ z o{ z > d� _�/// 1111\1\\\\\ \\\\��\\\\�\\\\\\ _ � /// / // / /o// / ///// // // / // // // / - __ - - - - - - - - - / i // / 1 1 11 \\\ \ \\ \� \\\ \\ \\\\\\� \\\ \ \ \\\\\\ \\\\ \Ill\ \ \� \\\\\\ \\\\\\\\\\\ \\\\\ \ \\\\\\\\\�\\\\\\\ \\\\\\\ ( `� 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GARFIELD COUNTY PUBLIC / // / / // / / / / - - - - - - - _ , I 1 I 1 I I \ \ \ \\\\ \ HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS, EVEN ) \ \ \ \ \\ \ \\ \\ \\\ 11\ 1\ `�\\`� \ \\ Op >�z p OQ-� _ \� �� 111 1 \ \\ \ \\ \ \\\\ \ \, \1 \ \ \\ \\ \ \ \ \\ \\\\ //j�� _��J�/�/////�j//^o///j// j//i///o /j //��'/�'%�___-=_ = ==_----_--' ��///i/ / \�" ��\\\\ ��\\�\�\�\\\ \ \ \� \\\ \\\ \\ \\\ \\\ \\\\ \\\\\\\\\ '� - ' / / ^ /n�/ / // / / - - - _ _ _ _ - _ _ - -- / \\\\ \\\\ \ \ \ \ \ \ \ THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THIS // // // ///��/ // // /// /� /� _ _ _ _ _ _ _ _ _ _ / // / / 1 11111 \\ \\\ \\ \\ \\\\\\\ \\\\\\ \\\ \ \ \\\\ \\\\\ \\\ \\\ /// ///// _ _ _%/ /// /,� / \ \ \ \\\\ \\ \ 1\ 1 I I I\\ \\ \�\ \\\\\ \ \ \\ DRAWING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS Qp d �� d O Zd �� -�dw // _ _ _7320 � - - _ - _ - / \\` \\\ \\\\ \\\\\ \\ )\\\) \\ \\ \ \\ \ / / \ I ///// /r ---J //////% ///o/ / / ///� / /,//j/ / --_ _ ______ -_ _ _� / / // I \\\ \ \ \\ \\\\\�\\\\\\\ \\ \\\ \fit(/(�) \\\\ \III II\\\ \\ \\\\\\ \\ \ \\\\\\ \\\\ \\\\\ \\\\\\\\\\\\ \1\\\1\\\\\\\\\\(C AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. _ _-__ I\ 1111 I/ //////"�o /// /// // /////// / / / \\ \\ \\ \\\ \\ \\\ \\\ \\\ I\\I\11 \\\\\\�\�\\\\\\\\\\\\\ I \\\\\\ \\ w ���m //ice_ -// - _ __-_- \\\ \I \\ \\\ \\\\\\\ \\ \ 2. SYSTEM DESIGN I / �'_//// \ \\ >�`\�\\\\\ \\\ \\\ 11 III llI l (I - //// // R// /o/ //// /////// / / / / - _ __ _ _ _ -_ _ _ 7310 - - ��/i \� 1 \\ I I \ \\ \\\\ \\ \\ \ \\ 1 \ \ \ \\ \\\\\\ \\\\\\ \\\ \ \\ \\ \\ 1\I \11\I\ \\ \\ \\\\ \ FLOW: 2 BEDROOMS \\\\ \ \ \\ \\\\\\ \\\ \\\\ \\\ 1 III III 11(� =__/ / // / - //// // -- =_ :;� -,- /- %i )/I// I \ \\ \\\\\\\ \ \ \ 11 \ \ \ \\ \\ \ \\ \ / M I I I1 \ \\ \ \ \\\ ////^�/// O� N DC7=w z� CV z_ �pF / _ _-_ __ __ \ \\ \\\\ , �N� __ _____- -____ - - // / / / ;/ //// / = T300 -_ ___-% �-//'` ////,// /ll I \\\\\\\\\�\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\ \ \\\ \\\ \\\\\\\\ \\\\\\ 1\1\\\ \\\ \\\\ AVERAGE DAILY FLOW: 300 GAL/DAY TABLE 6-1p 11111 I III III II// ___�/////� /!�//�/ I 11111 I I /// ////�`�/ /i / / / / ///-�_-_-_ ASN =__-- --- - _-__ -/- �-// IJII ) \ \\ \ \\\ \ \ \ \ \\\\\ \\ \\\ \\ \\ \\ \ \\\\ \ I II I I / I / // // / /// I ) I 1 \\\ \ \\\\ \ \\\\ \ \\ \ \ \ \ \ \ \ \ \ \ \ \\ \\ I \ \ PROPOSED SEPTIC TANK MATERIAL: POLYETHYLENE / SP/,�/nl(; i,5 I II \\\\\\\I 0%o cn� o ��o� wooz r Z_> _i//////// - -_ _ _ -� _ == % -� /, I I IIII I I I I I II /� / /^ _ / ' I \I\\\\\\ MINIMUM SEPTIC TANK CAPACITY: 1,000 GALLONS TABLE 9-1 II IIII I I �� '/// ///// �// / / / /// _� / / -- - �,IP -- �- _- _ ---/� / ///, /// //I I I I III)\\\%V\\\\\\\\\\\\\\\\\ \\\\\\\\�\\\\\\\\\\\\\\\\\\\\\\ \\\% \\�\ �' ////�//�/ / I / - ,, � /___--_ IRAQ _ / / / // /l� II I III IIIIIIII III I►IIIIII/ / // // /// / / / // / _' - /_--__-_ CN - - _____ __--- / / // I II \\ \ \ \\\\ \\\\\ \\\\\\\\\\\ 111\ \\ \\\\\ \\\\\\\\\\III\\ I \\\\\\\ I `' I \ \\ \ \\ \ I \ \ \\ I\\\ 0 �F O o mWIW-� Jw � ' mode /, - // _ - _ - _ - 0 o J \\\ \ \ \III \\I, \\ 1 SOIL TYPE: 3A, U.S.D.A SOIL CLASSIFICATION: CLAY LOAM TACTILE EVALUATION ( / / / // // / / / 1 / \ 1\\ I 1111111 I IIIIIIIIIIII I / // ///////j/ii/i 1 / // / X - , , --- / _ - � -_-_-_-_ D / l / - �� /" , / / / /////IIIII )1\\\ \\\\ \\\ \\\\\ \\\\\\\\\\1 I \\ \1 \\\\\� \� \\ \ \\1 \\\\ / / � / j - -' _ - / I 1 / \\\\ \\ TREATMENT LEVEL: TL1 I I I IIIII 1 1 / / // ///// /// = __ - / - /j //O / / / / /// )\\\\\ \ \\\\\\\ \ \1\I\\ \ \ \\\ \\\\\\ \ \\\\\ _j d Ll dU m C\j >, p 0- -1 / / / , � _ � - - - - - _ / - -` // / \\ \\\\ \\I \\\\\\\\\ \\ \\\\ 111 1111111111111111111111111( ////// //l/\ I 1 / /// /�/ // __/ _- -_� - _- _ / v/ / // //2�/// / 11 l /ll 1\\\\\\\\\ \\\\\\\ \\ \ \\\\\\\ \\\\\\\ \\ \\\ \\I\\\ \\\ / / / / / -_- _ _ - - - - _ _ _ - \ \ \ \\ \ \ \ \\\ \ \ PROPOSED TREATMENT SYSTEM: CHAMBERS IN TRENCH CONFIGURATION II1111111 11 I\\\\\\\\\\\ r� //�/ /�� \ I \ 1111 / / / /i / // _� --_- -_--- - __/ / �/ // �`/ /// /////// /IIII \\ \ \\\\�\\\\\ \\\\\\\\ \ \\\ \\ \\\\ \\\\ \ \ \\\ \\\ \ 1 _---- _ �_ / / I IIII 1 \\\\ (\ I I 1 / //// l I ) \\ \ 1 \ x 0 < WZ p d U 3 m l \\\\\ _ \\\\ METHOD OF EFFLUENT APPLICATION: GRAVITY II I \ \\ \ / / // / J - - - - - - - - _ _ 7280 - - _ - / / / / / / // / /// J // I )\ \\\\ \ \\\\\\\\ \\\\\\\\\\\\ \\\\\\\\\ \\\\ \ \\\\\\\\\ 1 // 1111111►111\\\\\\�\\ \\�\�\, I I �\ 1\)1111 \ \ IIII III /1 I/�// /// / / / , __--__�_-_-_-_---_----- -__ _ \v) J rl / /// / /// / ///// //// J\1\\\ ,\ \\\\\�\\\\ \\\\\\\\ \\\\\\\\\\\ \\\\ 11\\11 I \\ \\� - / / \ I 1 I \\\\\\\\ \\ \ \ 1 1 I I 1 l / / / - -_ f f/ // / // /// // // I \ \ I I1 \\\\ LONG TERM ACCEPTANCE RATE (LTAR): 0.30 GAL/DAY/SQ. FT. TABLE 10-1 \\�\\\\\\ 111 I I I I\ III 1 �_ - - - _ _ - - -� - - / J I / // /// f \\\\\ I\11 1\\ \\\ \\\\\ \\\ \\\\ \ \\ \ \ 1 (/ / _ - - /rLDO///// % I/IIII 111 I IIIII 11111\\11\1\\��\��\\ �IIII)III \ II11 Ill/ // I// / / / / / �_-_ __ �_- ,-/ `__ II // /// �// '`/i �i//// // II I I 1 \\\\ \\\\ \ \\\\\\\\\\\ \�\\\\\\\\\\\\ \\ 1 \ I / /// // / I I I II 1 \ \ \\ \ \11 m / / / / //� - -- - -----' %' _---� / //�/�/ // '/s \ \\\ \\\�\\\\\\ \\ \\\ I I I 11111 I \\\\\ \\ III ►I \ I I I III 1 =1,000 sQ. FT. FORMULA 43.1o.c I II III I I I )IIII\\"\\ \ - \ \\ 1 1 11 I 1 I // // - - - - - - _ - �' - _ - - / // 11 J / ���/ // // // // /o / /// I 1 1 \ 1111111 \\\\ \\\\\ \\\ \ \\\ \\ \\ \ REQ'D SOIL TREATMENT AREA:q= 300 PD //� / .. / //// //,//,/ /// /////// /Z / // 11 1 1 111 \\ \\\\ \\\ \ 1\\ 1 0.30 GPD S.F. // I 111111 1 I I III11 I I III /�/ ---- \ \ \ \\\\\ \\ II / - -� - / /-� \ / / / ////� / /o/// 111111 I1 \\\ s I I 1l \\\. \ \ \\ I / / / _ _ - / / \\�\\\\\ \\ I I I III I I 1 I I I \) \ \ \ I / I I 1 I 1 / / 1 % - - - - - - - _ - - - \ /// //2h // / // / // // / / / O / J� 1 I ) I I 1 I\ I 1 \\ \\\ \ \\ �\\ \\\ \ \\\\ \\\' \ \ \ \ I 1 SIZE ADJUSTMENT FACTOR FOR APPLICATION METHOD: 1.0 TABLE 10-2 / / / / // 11 I I I I I I I 1 111 I 1 I / 1 ) III lllll \ 1 1 1 1 111 I I JIl/ // / / / // //// - - - - -'_- / 1 \ \ \ \\\ I II III I I I I I I I I �I I I I I I 1 I Il _ - --- -_ \ �/ // / .� / / / ///// /// /,�2/// / I 111)11 1 II\ \ \\\ \ \ \\ \ \ \ 1 / // / ` - -- \ // // /i//i/ // ///�/// / //// /// // 1 III I - 1 \\ \\ \\\ \\\\ \\\\\\� \\\ \ 1 1 111 1 I I II III 1 IIII / / // /� - ' �// // // \\ \\ \\ \ I I1/ I // / / / / --- - � - - - - \ � // / // // / / / /// // / \ \\ \\\ \\ \ \ \\\ I SIZE ADJUSTMENT FACTOR FOR DISTRIBUTION MEDIA: 0.7 TABLE 10-3 l I I / I I I 1 I 1 1 1111 - - / �, / // / 1 I / I 1 \ \\ \ GRAPHIC SCALE // / // //1111111 I 1 111 1111 I ►III IIII /� II II III IIII 1111 I (/ / / / / // / //------, ,----_-_-_ \ \ / r// // / o/ / / /�/ / / 1 \ \ \ \\\ \\\ \�� \\\ \ / / //// l �- ---� //i /i/ //////// `�/ /i /iii/ /i%/j/,i /i/ /i /i/// 1\ \\\\\\ \\�\\\\\\ \\\\, \\\ \\\ / I /1//11/1/ 11 IIII �I II I 1 1 I 11111111 / /// / / / / //III \ I ADJUSTED SOIL TREATMENT AREA: A=1,000 SQ. FT. x 0.7 = 700 SQ. FT. IIIIIIII )1111 / o /// / / 1111111 ) I / ---__ ___ / /////// 1 1 \ \ \\\ 11\1\\ \\�\\\\\\\\\\\\ so 0 2s so ioo 200 / / /I I 1 I II I I I I 111 I I / //// / / - ` \ // / // / 1 1 I I I I I I I l 1 I I I I I I a / // 2 // // // / // / // / \ \\ // / _ _ ----, / /i // / / 2///// / / / / / I I \ 1) 1 1\ \ / / 1111/1/ III IIIII 1111111 I II III 1 I I I 11111 II I I I / /// / / / - � \ 1 / ,, / //////// ,/ //'// �/ /// / %/%///// /// ///// / /// II II111 1111 III\11 \\\\�\�\\�\\\\\\ MINIMUM NUMBER OF CHAMBERS: 700 S.F. / // II /--_-__� _ = 58.3 CHAMBERS I // ////l 1 11 III I II I llI 1I 111 /II 11 11 I I I 11111IIIlIlIl1 I I I I //// //// // / / - 1 � �� \ 1 //%%///i///////// %/ /�// /x /// /////O/ /�/ ///// //�/ I 1 1 II 1 \ \\\ \\ \ \\\ \\\ 12 S.F. CHAMBER / / I I I I I I / --_ \ -- / / / / / / / /i -- � // / / / / / I I \\ \\ \ / / III I I I 1 / IIII 111 1 I I I I 1 11 I / / / / // // // // ///// /� / / / /'Iti/ // ///// / /// / III 1 I I I\111\ \ I\\ \\\\\\\\\\\�\\� z o / \ - -_ / /// /// / RECOMMEND INSTALLING 60 STANDARD INFILTRATOR QUICK 4 PLUS CHAMBERS / �/��//l lJ III 1111 1 1 1111111/11 /11/1 /I/II 1 I I I I I I I I11111111111I1 1 I 1 I/ II //// // / / / / / /-� \ -- \ l iii/// /i ///////i /� /� / i/� /// // // //i/i o /i// // / / I 1 ) ( IN FEET) / / % // / I / / / / I I I I I \ \ \ \\ \\ / / // 1 I I l l l I 1 // \ I I I I I III II / I / /Ill / / / / / / / / - ` \ 1 �/ _ // // /////// / / / // / // // /// / �1$ //// ��/ / // // / / / I III 1 I 1 1 1 1 I I \\ \\\\ \ \\\\\ \\ IN 3 PARALLEL TRENCH CONFIGURATION, AS SHOWN. \ / IIII /// / / / / / / l / \ ` -moi / //� /// /// �/ l \\\\\\\ \�\, U) > / / ////1 III 11 / // / / / / / / / / // / / / /i / IIII 1 inch = 5o ft. / // /// / / //// /// // 1 1 / 1 l l l l/ l/ l I 1 I 1 I III 1111 / / - I 1 _- - / %/ // /� // // / / / // /// / / // / / l l / I / /III I I / / /// / / / / -1 _ - _ - _ ��/// /// /�/ % / / IIII/ IIII/ // // / / / %i // /// // / /� / I I I \ \ \ \\\ \ // / // / // / 111 II l / I / / / 1 1 I / //// / / / / / / / - - - _ - / j / / j j / // // / / / j j j / / -- / j/ j / / / /// / /// / I I \ \ \ \ \ \\\\ \ \ 3. TOPSOIL: SOIL EXCAVATED FROM SITE ACCEPTABLE IF NO CLAY IS PRESENT. /// /// / ///// /// l l l / 11 I I/IIIIII I/ /Ill// / / / / / / / 1 -_- - / //// / ///// // / / / / // // // /// - //// //I \\\ \ 1 \\\\ \\\\� /// l l �j //j 1 I I I 1 4. VEHICULAR TRAFFIC IS PROHIBITED ON THE TANK AND ON THE FIELD. l %// /// w PVC CAP / // / / / //// // / //// / / / I / I / I / I I I II / /// / // / / / / / - _ - - - - ��/ice j j///� j jjj j/ j j IIII %j /j // j j j//�/i��� ///� /j/ % j / / / / 1 I 1 I II I\\\\\\\\\\\ I / ,/ // / / // /// /// / // /// /// // / /�/ / / // 1/ 11 1 � //// // // i / / / _ _-_ _ -_ -- //� �� // �� IIII///j / / / // /�� j i /i - i / /// /// / ///)/ I I III 1 1 1 11111 11 5. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 150 / /-IIII/// ///IIII/ / // l/ l/ // l/ Ill/� I� %///////// / / / i j // / %// // // //j / / // 1 ��/ 111111111 // IIII/l/ \ /III / /iii - / /�, /-FEET ALONG THE EFFLUENT LINE. I /i/ // / / // / // , / / / / / // / j // - - - - - - = -- -- i/ / IIII/// / // / /j / / / / I I 1 1 I FINISH GRADE �/ %//j////% //////// // / / IIII// /I // / /// /IIII /IIII / / / // / /� / - - ,-- - - , // / //// // / /// // / / //// /////��-� / / / / 1 1 I I �/ / // / / // // / / / l l/l/�//�//////// / //////// / IIII �j - - _ -240 �� �� �� ////jjj/jj/// j /j/ // IIII/ j/� IIII/ //� IIII // // gip/ i, / /// // // I 1 11111111 6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS AT OR ABOVE j j / / / / / / / // ^ / / I 1 I I / /// /// //// ///// ///� /IIII//C / / /l/ ///// /// / IIII/// /// / // / \ // /� =--- __-� ��_�_i// IIII//i // // // / /// IIII/ //ice i //�j/�/// / / 1 I THE FINAL GRADE. /�/////%IIII/, j/j///,/j,jjj --///� /��/ IIII // / I 1 1 IIIII 1 ///// /// /l/l1//////�///////coo///� /// / / ` ///%�� 1 ///,-"', // IIII%///////////�////// / _--==��i����/%ii/iiij//i/�//ij // / / / j / / / / // // / / /// / / / /� l/ll l /l/ �// // / ^ / / / / / / - /// /- - - /'� -'� IIII/// // // // / / /// /// IIII// / // j // // j j / // X13° �/ i j /// /// i j l II i 1111 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG / /// /IIII / / // IIII / / l l/ // /�L / // - // -- /// /i// / / / // /// /// / /// // /� / / / l/) I I \ AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. l / IIII // /// / // / ////// IIII // /// _- --- _- / / / / / l l/l /// // - /// // %/ /IIII / /// / // i'0 � /i III /// // / // / // IIII/ / / // / /// / / / - - - - % //ii'�� =� IIII /// 5/ /// i'// // % / // // ///%////�/ // // // /// // \ / // / / // // ////ll/I I /// /// / / // // IIII // \ /// / / / / - - -_ �_//i /-_- -� // // /i // ,- // / // /// / / / / / /// /// / // - �12i / // / / / ////� I I 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM 4" COUPLING / / / /// /// j j // // / IIII / / // / / / % / // /// // / / / / / l / /// / - / // / / / / / // '''////�� - --,,'i /� , /// // � IIII //// //// // /// / // // /!, , // / / ' / / /° //�// // // / IIII) I ABSORPTION AREA USING DRAINAGE SWALES AS NECESSARY. /////i - �// /// /i 4" RISER IIII - IIII / / // /// / / / / �/ //IIII// IIII IIII/ / /// // / / / / ,//// � //I / &Il l to // / - I- �_ /i/ 1, ,-/ / 11'11 / ,/ /// //, // /,/ /// // / ///// /// // / / / / / / / / // / /l / l / l �/ // / - - / / / / / / / �� ���� IIII _- %/ // // ��/ / / �/ IIII IIII / // j // / j / /// /// // /// // � �/ / / _ // / / / // 9. THE CONTRACTOR SHALL VERIFY ALL DEPTHS, SLOPES AND CLEARANCES FROM / ///////// // // / / / %�/// //////// l / / l�L /// - l / -- ��////// /O IIII /// // IIII // j / / // �/ ��// /// /// THE PROPOSED HOME, WELLS AND STRUCTURES, PRIOR TO CONSTRUCTION. /l// W // j///// / // / / jai//i/// // /j IIII// / 4" 45' SWEEP BEND / // /// // / // // / j / /// /, // / // �/ //ll /ll 11 l 1 / ^/ / I -'� - - l l l /i // // // _ - // / / /ti4�j / / /// / /// //%/ / / / // e / // / // i i / / / -0 � - / -- // / // /// ///////////// / / / l 1 / II /% � /" // 10. THIS DRAWING DOES NOT CONSTITUTE AN OWTS PERMIT. PERMIT MUST //, /// // //// IIII ///// /% � 1- 4" SEWER LINE j //�%// ,/ .,,- / / / /� - 230 - l / / ij /i j., j / ' / i � ice � �_ IIII// �/ I // // // �///%/// / l /i- � �% %� /i/%i II //% j %/%/ %IIII /%/ / // / / / / / / / // ///// / - ` - // // / // // / / / / _/ / / / - / - / / / //ny�0/ //� /// /j/ // /// // // / // / // IIII / // //////// // IIII/l l 1 / / l 1 // l /// / �///� _ _ _ - / l l l / ///�/// / j / j - %/ /% /i i /I�/ j // - j / j // j / j j /// //// /// /% /�/j // � i iii /i i �'- 7p9� =i - , //,, / BE OBTAINED FROM APPROPRIATE COUNTY OFFICIALS. /// // // / // Q � /l _ / / �1 / / / / / / // // / /// // /// / / / / / // /� _ -_ // / / 11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR j / / i 1 // / IIII/ // // / // / l I//I I 1/ ll/ / / / - - - _ / / ///o // / / / // / / /// / / / // // / /// /// / ////// / I / / / - - - - _ / / / / //// _ - // /// / / / / / // - , I/ 11//l l l I / 11 I/ %- _ / // / /� I -- /� // / // // / // - --i/ - // FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR /// //////// / /ll �/ FLOW /// // ////j IIII /l // / l ii/// / / / / ----�� - IIII//i i �i//�// // IIII/////x//////IIII/ j/// ////�//ii -� �_- / i / l l/ - / / - /2 - - // // / / // - . �/ / / / // // // / /IIII/ // / / / / / / / /i / / / /�� - - / / FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. II II /// // // / // / // / // / / / IIII// l / / 1 / / / // ( // / / // / / /// / / 1 I II 1 / / / 20 --� �// /// / / ////(�// - -- // // �1 / / // // ///// -// // 7080 =,, ;// /// ///////�// 11 / / // z j//�j////l /lllllll� I 1 I I 1111 /IIII// i�-__�---' / I / / / / / ////i -- /-i �_ _ - - - // 12. SEPTIC TANK SHALL HAVE RISES OVER EACH ACCESS MANHOLE AND ALL RISERS / /�//�////////////%/ \ /i%//%//////////// ���_i'%'/iii/ //i15�/////// /// / // _ _- _� _-_� / / // / / 1 I I 11 I 1 / - ///� / / l I I I 111 / // / / / ////,yam'/ //-/ //// /// / // // / ��'/ '/ � - _ //// SHALL EXTEND TO OR ABOVE FINAL GRADE. 1 /I X070-_// �I �/- %/ IIII /%% ko/!/// %/ tie // j//�/// /// / / _ -___ i O/ / / / / -- _ - i -/ �// 4 x 4 x 4" /o///////////// r //%////�////%///////////////////1111111111 I 11111111111 / II I / / /// /---- �/%/// V/ 11 I I Illlll / / /// // /i _ _ - %� - / /// 13. THE OWNER SHALL VERIFY ADEQUATE SEPARATION DISTANCES FROM THE SYSTEM, PVC WYE �-133//// ///j/� / / / ///i -IIII'/j/ j /�/ // l IIll / Illlll I I 111 I I ( // / ) I r� �/ /// / _- /// /% j// -, , / / /// ///�����; _-- ,__ _;_� / /// I / III I I 111111 I I I I 1 / / - - // / / // / I I I/// I 1 1 I I I // // / / / - /// , O/ / / /, , //// - � // PRIOR TO DRILLING ANY WELLS ON THE SITE. 00 - J / /� / /%/- ' '/ / - // / / // _ - __ _ _ � _ SEWER CLEAN OUT DETAIL - / / /i/ / IIII// /� :% //moi i// / // / ///// Illlll I I I I I I 1111 / I1I11\ \I I / / / - / / / / /// //// l 1//ll I I /�/ / // /� ���/,",.'-//i/// /// /� /// /i///� ;_-___-� __- ,- // / / j /, / ) // ///%,, // 1 I I I I I I I 1 I I I I Illllll 11 / \ \ ( / / /� j // o / j j / = i _ i/ % 14. THE APPLICANT OR LICENSED INSTALLER SHALL NOTIFY THE COUNTY AND THE / / I I 1 / / / / / // / / // /�// /O / / / // // / /- � - �_ _ / / ENGINEER NO LESS THAN TWO BUSINESS DAYS IN ADVANCE TO SCHEDULE A �i / // j // / l // // // / / IIII 11 I 1 / I I / // j/,/ / /� // jj % - = o N m Q i / / /� - _ I / / / = N.T.S. � / // / // // // /// - - /- // - / / / / // / / / / / 1 I I I II 11 I 1 \ 1 \ / IIII/ / / l I / l I I l / '/ / // / / // / j /// IIII /// j/jam/ /�/ ///1 j IIII // /�/ /// /� _ _ _ � -� � - _: // FINAL FIELD INSPECTION OF THE SYSTEM, PRIOR TO BACKFILLING THE SYSTEM. /i \ / /// /// /-/ / / /l/IIII// /11111 I I II III / I 111\1�\ / / / /// /�/ //// ///I/1///// ,/ IIII/// -) P �- -) m F" I - to 0 // //// / / / / //////%//// / - -----// // IIII/ , // j j / / j / // I / / // / / I I I 1 II 11 1 \ I\ 1 \ \ \ \ ( / / / / / / /// / / // / // // / / / /// /// / / / // // / / - - - - - ' / / 15. THE APPLICANT OR LICENSED INSTALLER SHALL PROVIDE AN AS -BUILT / j j / / / - - ----� / _ / - - / / I / / // / DRAWING OF THE SYSTEM TO THE COUNTY AND ENGINEER UPON COMPLETION. / / _ _ / / / / / / / // // / / _ - - / NATUROAL BACKFlLL / // / // ///// / // /// / // /// / _ / / // / / // / / / / / I I I I I 1 1 \ \ \ \ \ \ \ \ / / / / // / / / / / / I I / / / / / / / / / / // / / // / // / /// / // / / / _ - - - - - - - - _ > NATURA BACKF 11 I \ \ / \ / l / // / / 1 / // IIII //, / // ' ' / I I I I \ // // / // // m m Z o Y C� , is 1 ~ 1 1 111 \ \\ \\ / / / / IIII / / // - - ' / / /// / // / / // - / �/ / / // I I / ) 1 \ \\ \ \ / / / 1 / l I / / / / // / // / i - - � � / / / /// // // // / / �� _ - �' - -_ � _ _ - -i 16. PLACE 2" BLUE BOARD INSULATION ABOVE ALL PIPES WHENEVER DEPTH IS LESS 12'MIN.COVER /ii%j//%IIII/ ///// IIII /// - ii/ // j// // ( I I I I I 1 \ I 1 \ \ 1 \\\\\\\\\\ \ \ \\\\ / ///// / 1 /l // ///�// �l l ///I 1 /l /IIII //%///// // � ///// IIII// �// ///////////%///j�-__--�- � �'�- -'/ THAN FROST DEPTH. aa' MAX. CovER / / - / / // /// // / // / / / / - / / // J I I I I \ \ \ \ \ C / \ \ \ \� / / / / / / / / / / / // // / / / // // // // // / / // - - - - - - - \ / / I / ¢ o U w U w o Q w � 0 / / /' / / / / - - -- - ��-_- / / / / \ / / / I II /° // / // /// / / // / // /� / / / / / / I 1 \ \ \ 1 \ \ \ \\\\ \\\ \ \ \\\\� / / / / / / // / /// / / 11 / / / / / / / // IIII / // // // / / / - - - �� __-_ - 17. ALL SEWER LINES SHALL BE 4 -INCH DIAMETER POLYVINYL CHLORIDE PVC -- l l (l / // 11 1 I I I - Y3 ,iii/�//// /// % // // // // / / / J 1 \ \ \ I / / / / / / / / // ///////// j/ j ) \\\\\\\\� (I/ ( / / / /i // � \\\\\\\\ / //// / / / _ - -� - - /3�/ / ii'// / / \ =III I 1-111; / / / / / / 1 \ \ 1 \\ \ \ \ l \ ( 1 / (I // /// // // /// //�//// / j j j j i j // / // // / / �i - __ __ �� � � � % - _ - - SCHEDULE 40, AND SHALL BE INSTALLED WITH MINIMUM SLOPES NO LESS THAN 2%. ' I- 1=111= - / i i /�° // / /fin'/ // / // / / // / `,/i i / / / / / / 1 \ 1 1 \ I 1 \ \\\\\ \\�\� \ \ \\ \\\\ �\ \\\(\\ ( 1 I (1 / / ( / ` 1 \ 1111\\ 1) l I I I I / / [ �/ / /// / // / / / \ \ I \ \ \ 1 I I 1 1 l / / / // // /� % • III _ _ - / / �_- w /// //// / / // / / / / / / / / / / \ 1 1 1 \ \�\�\ �� \ ,> \\ �\ �\ \\�\\ \\\ \\\ \\ \\\ \\1 I `\ �)) I I I I , � /,; / j j /i/ j j j j/% j %� i�� i %� _ _ _ _ _ _ 18. THE APPROXIMATE MAPPING FEATURES AND PROPERTY LINES SHOWN HERE ON I / / - / / // O , / / 1 / / - / 1 \ \ \ \ \\ \ I I I I o I l / / / / // / / / / WERE OBTAINED FROM THE GARFIELD COUNTY GEOGRAPHIC INFORMATION SYSTEM. _ / I -I 11 // / / - / / / / / / 1 1 \ \ \ \ \ \ \\ \ / \\ \ \\ \ I I I / / /// / / / / / / �/ / / / / -III=� =/// // /,32/ / // /// / J / I 1 I \ \ \ \\\\\\\ \ \\ \\\\\ I I 1 1 1 N /// / // / / / / /// ///// // / / // /\;--////i% 111 // /// Z --I =// / // \\\\\ 1\\ \ / ,2' /// //// /////,�//'/i/ir// �_�'////// = == -ITI ITI-II_ -// /_� / / /�/ // /� / / / - // -- / / I I 1 \ \ \ ) I ► 1\I\I\\\\\ \ � \ \\ \\ \\\\\\ \ 1 �\ I ► ►I .. of I// l l / / 1= �I =111= - _ : _ //'/ // / // / / // / / / / j / / _ - / I l 1 1 I \ )1 \\ \ \ `� \ / \\\ �� �\ \\ \\\\ \\\\\ 1\ III 1 1 I 1 1 I 1 `� / 111 l 11 / // /// // / /I // / / / // / / / / _- jjj ///_ _ _ _ = 19. THE APPROXIMATE TOPOGRAPHIC CONTOURS SHOWN HERE ON WERE OBTAINED /// / // / / // I J 1 II 1\ \\\\ / \\\ \ \ \11 1 I I 1 I I 1 / / / // // /// //// //// // ///// //// // / / / /� // � ~ 111- -_ _ _ _ _ j -_ �/ / // / /��0 / / / / I / / / / / I / / I / \\ \\ \ \\ \\\\\\\ IIIII 1 / / / // - i - //// /// - FROM THE CITY OF GLENWOOD SPRINGS AERIAL MAPPING CIRCA 2001. / / I I _-- ////�// ///// / / / / 1 \\ \\ / \\\\ \ \1 1 III I I\ //// /// �// // / /// // / /// // // // / //- - / /---- -III-III-III-III-III-Iii-i I i- 1= - - - - - - / 1 / / J I I t \ \ \\ \ \ \ \ \ \ \ \ 1 1 I I I I I I 1 / // / // / // // / / , / / / / / / // / - � //// / // I -III -III -III -III -III -I 1=1 I .- - - - / / / / / / // / \ I I 11 / � - / / ! /� // 1 \ \ / \ 1 1 1 I l l / / / / // ,/ '-'// / // // ' / l l 11 11 l , // //cbo/ [s� v�} _______ _ I I=III=III=III-III-III-III-I // / / / / - / / / / / / / \ \ \\ \\ \\\ \� I \ \ I l l / l/ // / // / / / / / /i - - - - - - - - -; _ ; / /�/ /, / \\ \ \ / I I 1 1 1 I / / / / / / ABSORPTION TRENCH NOTES I / I I I / / / / / // / // / 4/ // / / - / / / / / / / / - % 1 \ \ \ \ \ \ \ \\\ I 1 III NATURAL I I III III III III III I STANDARD QUICK a -- _ // /, / / / / / \ \ ` \\ I I 1 / / / // / / / //^ / / / / / / / / I / // / / /// i // / / / / / l \ \ \ \ \\ o/ //// /// // // // / � N ...III= - =--f O _ \\ \ GROUND / / / \ \ 1 / / / / / / _ / / / PLUS INFlLTRATOR = Z- - - - / // / r3 / / / / / / / ' - - / - - - i ss' TRENCH AND END CAP _ �- - _ - - - - - - / / / / � O // / / / /' / / / // / / / // / // / i 1 \\ \\ \ \ \\\\\ \\\\ \ \\\ \ 11 I I 1 1 1 1 1 I / l // / // / // // / // // / / / // / / / ///// / / / / j / / 1. ABSORPTION TRENCH LATERALS SHALL NOT EXCEED 100 FEET IN LENGTH. - // // / / / // / / / / \ \ \ \ \ \\\ \\ A i I \\ \\\ \\ \I\ \\\ I ) 1 1� ) I ) / / / / / // // / // / / // /// / / / // / // / / / / / / // / / / / // // / / r / e, TRENCH BOTTOM LEVEL I '�I- - / - - - - // /// / /// / / / / / / / / ///// /// /� I�..I �- ISI ,� o cn - _ - / / / / AND RWGHENED - �_ _ _ _ = =- _ _ -/ /// /// /// / C° / / / / / / / / / / - /'/ -- / / / / / // / / / / 11 / ,/ / 1 \�\\\\\\ \\ _ 1 \, 1 \ 1 11111 I I I 1 I (III / / / // / /// / /// // //�/ // / // / / / / / /// / // l / // 11 / l / I l l ( / / / - .- / / 2. THE BOTTOM OF THE ABSORPTION TRENCHES SHALL BE LEVEL. -' / / // / �2 / / / / 1 111 11 1111 l/ /1/ l/ 11///ll///// // IIII ///o/� // // / // - -_ / � / / / // / / / / \ \ _ - \ 1 I I I I / / / / / / / / / / I / / / , 3. DRAINAGE DITCHES ARE TO BE PROVIDED ABOVE AND AROUND TRENCH, AS TRENCH CROSS SECTION / / / / l/ 11// C .- 0) i*i *� _ - _ _- �- _ _ _ _ / / / / / / / / ,- / / / I / \\\\\\\ \� / 1111111 11 - � // /// / / I//// / / / // // /l l l l / / - / / / NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA. // N.T.S. .� _ --- -__- i'// / ,- / // / / / / / / / / - // / / / // / / / / / I I 1 1 I l l l // /n /co/ i / / / / / / // / / / / _ / / // / / / l� / \ 11111111 \ 111111 11 II 11 111 1111 I111 I I/ / /// / /// // l 111 Ill/ IIII/1 // / / // o /// // / // / 11 / l l l l // /// Gv_ / / / / // / // / w O i*i w ~ oho/ IIII// _ _ _ - - _ / / - / // I / J 4. ABSORPTION TRENCH BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE SOIL / p _-----_-_-_- /// , // / _ �/ / / / / / / / / /// / // �// / // i / / // I I - 111 IIIII I I I IIII I //// / / / //// ///// // // �/ / ^ / / / l l 1 / l /_---=J//�_," �/ $° �/// 11 / /// // /// / / / //// //t/ �\ ,/ IIIII / I (IIIII 1111 III l/l / l 11/l/Ill/ IIII // // / // /// / ///////� l l l 1 / / 12 / / / / // // / / �/ I I \ 11 11 III I I I 1 l /II l l l // ll/ / / IIII / / /// /// / / / IIII l l l l l l / l I / / / / SMEARS INCURRED DURING EXCAVATION. / / / / 1 I III I I / 11 l 111 11 / / / l l �" 0 N Z V V / - / / / / I IIII 1 l / / l - --------- i i-- / / / / / / / / / / // // 11 I I /// / / / / / /l l l / / I 1 / I l 5. NO EXCAVATION OF ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER - - - - - - - - / /� _ _ - / / / / / / / / // / / 1 ^ � / /l/ ll II III 111 111 l I I I / /// / l l /l// 11///// / Q - / / / / / / // / / / // /// / / / / / / / / / / / / / I w l / / / / / / / //i / / / /l 111 I \ l l l l 11 l I AND USE OF RUBBER TIRE VEHICLES OVER TRENCH AREA IS PROHIBITED TO -/ - ' -_-_- - -/� // / / / / / // /// l I I Il II I I I // / // / / // //// /// / ////// / / / / / / / / // / / / / / / 1 I ~ W 5 - - - - - /' / / / / / / /' / / / \ / / l I I / / / / Z " w/ ---_----- -'/ ___- -' // -/ // // / / ///' IIII /- j///// IIII / / �///// /I�\ / /1/ll/Il/I IIII 1111 I 1 II 1111 1 / l// / l//l 11//1 /l/l // // // /// / / /o/ / /// / /l / l l l / l l / I l MAINTAIN GOOD SOIL STRUCTURE. / // // / // / /� I/ / /// / //// // I III 1 I 1 1 I / l l /Ill 11 /, / IIII// - / / 11 l / / I I I J �_� 11111 I I / / / / // l l u W Z . Z Z W Z W :--� =_ =_-=__-;-;/ ; �2� �/, / / /-; I 111 11 I I II / ll/ l/ / / / l / / /�/ / / l l l I / l l I I 6. UNSUITABLE MATERIAL EXISTING WITHIN THE TRENCH SHALL BE EXCAVATED AND Qi - __ - - - - _ - - - / / / / / / / / // / / / / /� /// /// / 1 / j // // Wil/ Ill I \ / / /11/ l /// -��-- --- / / / / / / / / i // //// /// / l/// \ / //%////�/1// // / /1111 I (IIIII 11 I1 (( /// ///// ///////// ///////////// //// ll/ / / 1111/ l / / / l l / I l I I I I I r BACKFILL SHALL CONSIST OF ONSITE SELECT OR PIT -RUN MATERIAL. i*i w a V _-- ___ / / / / --- __% ;=� _ _ __ ___-__-- / / // / / / / / i // /i////"' ///� ///- ,// / / // i///i�//i 1/jl(llll 111 Illllll 11111 11 I ljl/I l�llllll/ l( / ////// IIII /I /M�// l/ll l I 1 / / I I 1 I I k - - - -'-_ -_ - - - / / / / / / / / / / // // ////// I ,- / / , // // \ / // // // /// 1 I I 1 I I I I I 1 I I I 1 11 IIII 11 I I II \\ \ I ` Ill / / / / / ^o / / // l/ l 1 I I / / l / I I I I w I 7. CONTRACTOR SHALL INSTALL 4 INCH DIAMETER SCHEDULE 40 PVC INSPECTION // �I 111 Z _ _- I I 0 1 ( / /� ,/ - - . - - ` _ - - - _ - - - _ - /� /� / // // / / / // // / // % ///// /\ / j /i i -/ ////// \ / j ///// / /// /// //, // / l l I I IIII 11 I I 1111 I II I 111111(II(\\\ \\ \\ \ \ /I I ` // // / / / / / l / l 1 / / l I l 1 W I PORTS AND CAPS AT BOTH ENDS OF EACH ROW OF CHAMBERS, IN ACCORDANCE _ / 11 III I I \\ / / / / / / // l l l l I / / I 1 1 WITH THE MANUFACTURER'S INSTALLATION GUIDELINES. �I [s? w Q 0 I / - - - - / / - / // // / / // / / I I 1 11)1 (\\\ \ \ 111 \ ` / I I Q I / / / -- __ ^�_ �,_-- 7260 ---- -� / // / / / // // / // //� //� / // �// -//i// I \ �/ // IIII// // / // / 1 JI II I IIIIIIII 11 \ \\ \\\ \II \\`\� \ I/ / // / / / / / / / / / I o 1 I I l / I /� - / / / / , / / / / //� // I / // /_ /// // // // / / / // / / (/ /( ( 1 III I 111\ 1111\ \ \\\ , / / / I l l / l / I / l l l / l I I 1 I I l� 8. CONTRACTOR SHALL SNAP OFF THE MOLDED SPLASH PLATES LOCATED AT J rn m I - _ - \ \� __-_ - - - - ___. - - /� / 1111 \\\ \\\\1 \\ \\ (/(/ j / / / / / III I / / / / / ' / - - - - / -' / / // / / / / / / / /// /// 3 // // /- // /� I \ / //// % % /// / / / I III I 111111 1111 \ ) (\ \ \\\\\ \ \ \ \\ \ \\ 1 1( 1 / / / // / / / 1 I I W THE BOTTOM OF THE END CAPS, AND INSTALL THE SPLASH PLATES AT I I / ( / / /-\ \ ------ / / / / //// /� // -_/// /// / /// / // I I 1 I I IIII 1 \ 1 l \\ \\ \\\\ \ \ 1 1 \ / / / / / / 1 / / 1 I I I I I II \ / I THE APPROPRIATE SLOTS BELOW THE INLETS IN ACCORDANCE WITH THE O Z h Z h I / / / ` - - - - _ _ / /' / / / / // / / / //// /// \✓/// / /// %/ - / 3 \ / // / / // / // /// / J I I 1 I I I 1 1 i I I I 1111 \ 1 \\\\\ \\\\\ \\\ \I \\�\ \\\ 1111 111 \\\\(\( ( / / // / / / / / / I 1 W 1 I / 1 l/ / r\ 11 I \ // I I I I I I I- MANUFACTURER'S INSTALLATION GUIDELINES. I I I I / l l l / / �� 1-1 ------ �/ �// / / I I l II 1 \ \\ I l\\ \ \\\\\\ \\ \\\\\ 11 \�I \\\\\\\ \\ \ 1/ / / / I Q I j j// /// / / //// /// � / /// / / /// / 1 \ \\\\ \ I / / I 1 I 1 / /// // W. �. J W /III // // / / / 111 I / / �////I/ /i// 1 1\\\ \ 1 \ \ \ \ \ \ \ / I I l / I 1 9. CONTRACTOR SHALL ALIGN THE CHAMBER ROWS PARALLEL WITH THE 1 1 / / / / / / \ _ - / / / / / /// / \ / / i _ / \ / / I III 11 1111111\ \ \\ \\ \ / // / / //\ ✓ // / / /// / / / I I I \ \ \ / 1 1 I I I I / I / / / \ ` _ - 7250 - / / / / / / / // / / / - / / / / / / / I I I I 11\\\\ \\ 1\ \ \\\\\ \ \\\ \\ \\\ 111 \\ \ \ \\ \\\\ \ 11' ( I / / / 1 I THE CONTOURS OF THE EXISTING TERRAIN. THE CONTRACTOR MAY CURVE / / ------- / / // // //// // // / / / /� / I I \ \\ \ \\ \ \ \ \ \ \\\ \ \ Ill / I 1 I I I I- l� Z I / / \/ / / //// I I\1 \ \ \ 1 1 1 1 1 I I / / / / ( / / _ _ - _ - - _ - _ / / / // \ // / / '� \ /// % -- / / // / / / J I I \ \\ \ \ \\\ \ \ \\ \1\ \\\ \\ \\ \\ \\\\ I \\\ `` / / / 1 I I I %� THE ALIGNMENT OF THE CHAMBER ROW, AS NECESSARY. IN ACCORDANCE 1 l 11 l l % I- - / / /0 // // / / // / // IIII /\ /// - / I- - / / j / j j -, I / I ) \\\\\\ \\ \ \\\ \\\\ \\ \\ \\ \ \ 1 1 / I I I I O WITH THE MANUFACTURER'S INSTALLATION GUIDELINES. \� \ \ \ I // / / ,/ / / / / -� / 1 ) \ \ \ \ \\ \\\` \ \ \ 1 -------- \\\\ _ V 0 /�/// I I /- / / / / / / I \ \ \\\ \\\ \\ 1111111 \ \ 1/ I / / /(I _� 1-_--�_-----,/ �2 / /, / / //// //// // i / i ///� \/����/�_ ;IIII/// �// �// // I //1111111\ \\ \ \\\ \\ \\\\\\ \\ \ \ \\ \\ \\\ \ \\\\\\\\\`/ / / I I 1 I I / I I / / / / / I \ \ \ \ \ \ \ \\\ \\\ \\ \ \ \\ \ \\\\ \\\ I / 0- 10. CONTRACTOR SHALL PROVIDE AND VERIFY A MINIMUM 4 FEET OF DEPTH, OR I) l // I Z a / / / 1 I l / / // / \ ✓ / / / / / / /// - -� // // / i i // / / / / / l l l I) I I \ \ \ \ \ \ \ \\ \\\ \ \ \ \ \\ \\\ \ I I ( I ( )) I I / / -_ -_ �� - ` - - - - - / i / / / \ \\ \\\ \\\\ I I 1 1 I I I 1 GREATER FROM THE BOTTOMS OF INSTALLED CHAMBERS TO CONFINING BEDROCK. I I \ /--�-_ / //// // ////// /// // // //// /-_- / /- /// // / \ \\\ \\\\ \\\\\\\\\\\\ \ \\\\\ \ \ / / // // 1 \ IIIII I / - - - - - / //// - -/ I I I ( 1 \ \ \ \\\\ � J a / \ \ \ 0 _ - \ \ \ \\ \ \\ \\1 \\ \\\\\ / J // / I I // \`_ ___ _ / / / / / 11. CONTRACTOR SHALL PROVIDE AND VERIFY A MINIMUM 2.5 FEET OF COVER, OR // / / // /IIII a ////ii////� %, '/' / // / l I \ \ \ \\\ \ \\\ \\\\\\ \\ \ l/l/I/I I 1 1 \ 111 II I� IIII I IIII/j���^�\�-�---_ -/// // i / /// // / // / // o- IIII/ /// -_ - // / / /l l I \\ \\ \ \ \ \ \ \\ \\\\ \\ \\\\� \\\\< / l - / / // / / / // / / \ // // / 1 / / /- - - - i i'-' / / / I 1 I I \ \ \ \ \ \ \ \ \ \ \\ \\\ \\ \ \ \ \ \ \\ \\\ � \\ \\\\�\\\\\\ / / / / / GREATER FROM THE BOTTOMS OF INSTALLED CHAMBERS TO FINISH GRADE. I 1 I / / 111 \\\ \ \\\\ \ l 3" / \ / / / / \\ _ _ - - / p / \ \ \\\\\\\\\\\\\\\\\\\\\ \ \ \, \\\ / / ////// I IIII // - __ 3 / // / // // / // � //, ////'_, ;' / - / / / \ // / / l / ) I I I I / l / / /// / \ \ \ � _ 12/ / / / / / \ / / / /, / // / / /////// / / / i i - / - - / / / I I I 1 \ 1 \ \ \ \ \ 1 \ \ \ \\ \\\ \ \\ \ \ \ \ \\\ \\ \\\\\\\ \\ \ \ \ \\\ \\\\ \\ \\ \\\ \\\ / // / //' / / / 12. CONTRACTOR SHALL CONNECT THE 4 INCH DIAMETER PVC THE DISTRIBUTION /// / I I - / / \ - - / / / / / / / / / / // s \ \ \ \ \ \ \\ \\ / / // LATERAL PIPES AT THE MOLDED CIRCULAR BLOCK OUTS. WHICH ARE SITUATED I //// // \ / I I I -' \ -_ _ _ / / / / / /// / / _ - / / \ \ \ \ I I 1 11 \ \ \ \ \ \ \N\\\\\\ // - / // / / / / / l I / ,- � - / l l/ / \ - _ _ - - /� j j "//// / / / /////- \ � //// / l =V // //// /// / / / / � - / / l I I 1 1 I 1 I I \ \ \ \\ \\\\\\\\ \\\ \\ \ \\\ \\\ \ \\\\\\ \\\\\ /// - - j /// 8 INCHES ABOVE THE BOTTOMS OF THE STANDARD QUICK 4 PLUS CHAMBER _ / // / / I I I//� --/ / / / /� _ / - - / IIII I I I I 11111 I I) \\\ \ \\\ \ \\\\\ \\\\\\ \ \\\ ((( /_ / / / / / / / l/ I / // // l - / / / / / // \ / / /// / Q- / //j / / / / / / - / / / / / I I I I 1 \\ \\\ \\\ \\ \ \ � \ \\\\\\\\\\\ \\ I I 1 - // / - END CAPS, IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION GUIDELINES. - _ _ _ - - \ J / / / / \ /- / / / / / 11 - / / / / / / _ _ - _ _ - -IZ / / / / / // / / / / / /// / /// / / /_ _ _ - - / - / / / / / I I I I I I I I I I I \ \ \\ \\\ \\\ \\ \ \ \ \ \ \ \\ \ \ll\1 ) )11 I I 1 \ \ \ \\\ r 13. DISTRIBUTION BOX, ROTO -FLOW WEIRS, RISERS, AND LID SHALL BE # DBOX 8C A / -/ / / / II -/// / / / / ^�///// &i / / / / - - / I 11 I I 1 \ \ \ \\ \ \\ \\ \ I I 1 // / // ///) / /// / //// // // /// / / / / I \ \\\ \ \ \ I \ \\ \ \ I 1 1 -' i // i / / / / / _ \� _ _ _ - -- j / / / / -' I I I III \ \ \\\\I PRECAST CONCRETE BOX ASSEMBLY MANUF. BY VALLEY PRECAST INC. 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PROFILE PITS WERE EXCAVATED BY OWNER MAY 27, 2018. I / l I I I / / / 1 / / \ \ �1 / / / 1,000 GALL611 5 LWt-IYLENE Lr COMPARTMENT TANK, 24" RIS RS, 1 I o / / / J - / I 1 1 I I j// /j�/ / / / < L.I }- J � . ' . J _ / / / / / \ / / / / I / / I I / I I 1 I I I / / I I / \ I ( - \ \ _ /_ // /-, - j / /' / - i AND COVERS FLUSH WITH FINISH GRADE AND EFFLUENT FILTEIIR / ,M / / l // // / f _ - - - - / / //'// / /// /// j j /// / / (10 MIN ), / / )/ / / / 1 1 I I I I I I 2. NO FREE WATER WAS ENCOUNTERED IN THE PITS // -��/// / / / / / / // / ) I �� 4 SCHD: SDR 26` PVC CLEAN OUT / / / / / �. END CAPS WITH 4 PVC INSPECTION PORTS / - / /// p5, / I \ 1 I I I I I 1 I 111 I I l AT THE TIME OF THE SOILS EVALUATION. 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