Loading...
HomeMy WebLinkAboutEngineered Plan - 2001TDP FNDN EL.. 23.2' SYSTEM PROFILE ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) / ACCESS COVER (WATERTIGHT> TO r/ MINIMUM .75' CIF COVER OVER PRECAST WITHIN 6' OF FIN GRADE 2% SLOPE REQUIRED OVER SYSTEM 21.7' EL. 21' �„ RUN PIPE LEVEL FOR FIRST 2' EXISTING GALLON SEPTIC TANK (H- 10 ) GASB 18.75 BAFFLE 18.92' 6' CRUSHED STONE OR MECHANICAL COMPACTION, (15.221 12)) DCPTI-I OF FLOW = 4' ( 5t % SLOPE) ( 3 % SLOPE) TEE SIZES: 10" INLI_'I DEPTH OUTLET DEPTH = 14' FOUNDATION- EXIST .i 20.6\I 19� tr o.0 r 22.1 -1 \ I 21.6/, 1' 20.0 \ + 21.3 f 4` TH M 20.2 s \ 20.6 01--22,2 SEPTIC TANK - 11' 2 D' BOX 2' DOUBLE 3' MAX. 19.2' y= ,, r 18.37' 0 0 ED 0 0 0 Ems © ED 4' AROUND 3/4' TO 1 1/2' DOUBLE WAS -IED STONE 15' LEACHING FACILITY �: SEPTIC DESIGN: (GARBAGE DISPOSER IS %!Q��OWEP > + 2Li7ESIGN FLOW: BEDROOMS ( 110 GPD* = 440 GPD USE A 44O GPD DESIGN FLOW SEPTIC TANK: 440 GPD C 2 ) = 880 USE A 1000 GALLON SEPTIC TANK (EXIST) LEACHING: 2(33.5 + 12.83)2 (.74) = 137 SIDES: --�-�` - 33.5 x 12.83 (,74) 318 BOTTOM: --~�- TQTAL! 1 � ,F 4N'S _ P 1L16.F (3) 500 GAI_LON LE=ACHING CHAMBFRS (ACM& OF EQUAL) WITH 4' STONE ALL AROUNp 16.37' 7.2' 9.17' TEST HOLE LLn, G -IS ENGINEER: RICK JUDD, RS WITNESS LYNN MULKEEN DATE:25/01 PERC. RATE - < 2 MIN/1NC►-I_._ CLASS I SOILS P4 ol 8" 28" 54„ 74„ Ap LS 1OYR 3/2 Bw 1 LS 10YR 4/6 C1 c 2.5Y "-/4 � L Com.-..._�` LFS ! ! 2.5Y 5/4 C3 NS 2..5Y 7/2 ELEV. 2 .0' 18.7' F P < o > LOCATION MAP Niel' TC SCALE ASSESSORS NAP 49 PARCE=L 97 14?„ 9.17' E N,;) WATER ENCOUNTERED 1 NFJIT �-S; w_.._.. _ . 1. _ D+ ''UM Ic _Ai='PI~ _X'MATED FROM OJA _ -'- --- - n DISC:ONT. M;„ ICIPAL WF.TL ' J^S- ' rjl T7 T17 Oyurvff Cupe e <>rir)! �, rr1c. CIVIL 6. Ci, -INSTRUCTION D=� TAILS TO BE IN WITH VA SS. 939 .�1,dn s t. o, I, r n 02675 14?„ 9.17' E N,;) WATER ENCOUNTERED 1 NFJIT �-S; w_.._.. _ . 1. _ D+ ''UM Ic _Ai='PI~ _X'MATED FROM OJA _ -'- --- - Rr_M0\'E P.NY CONTAMINATED S01! Wf' HIN 5' OF M;„ ICIPAL WF.TL ' J^S- P ?OP!)3. "1 LEACHING FACILITY, P D " EPLACE WITH rjl T7 T17 4. DLSIGN LOADI'4G FOR ALL P R, EC '::T IIS-' `, TO ?E AI`SHC f_1-11:' 5. PPE JOINTS TO 3E E':A is W.,-1 T FR T I F - `. 6. Ci, -INSTRUCTION D=� TAILS TO BE IN WITH VA SS. ENVIRONMENTAL COD[_ TITLE V. 7, TE -IIS PLAN IS FOR PROPOSED WORK. 7NLl ANS' ;�i?T 7'.3, '?E USED FOR LOT LINE STAKING, 8. P..PE FOR SEPTIC SYSTE r! TO SCH, 40 4' PVC 9. COMPONENTS NOT TO BrE BACKITILLE ,1 L R CDNr A._` -n wITH0U .' INSPECTION BY " OARD OF HEALTH AND PERM"SSIGN i_BTAINEI: FROM BOARD OF, HEALTH. 10, PUMP & REMOVE <i�R FILL W/CLE AN SAN I) FAILED :rEACrI PIT - �1�i',e'�"° ,9�y t�s � nbR fvM'ak (9 1 ,`i .. Tlt LEGEKED .��..�_._.. � � �.�E> , �. OF n 1 ..w�.... loo.o PROPOSED SPOT ELEVATION 31 2 - 31 4 W1; N S L 01��' G IR /�,y` _ � 0 A D C l--- IN THE TOWN OF: T 100x0 EXISTING SPOT ELEVATION WEST ! �i�\ R Vii O U 1 `' 0 PROPOSED CONTOUR PRE0ARED FOR: Tl M M c AU L! FFA ---r- 100 ___ EXISTING CONTOUR 2.0 0 20 i 0 60 r -- Wit:.__ BOARD OF HEALTH MA SCALE: 1 „ _ 2D' DATE OCTOSE; 2, 2t, A PRpVED DATE tae `� z t zu.�`'�.:•:•{' � �. _s-.!, �� ��- frr,,`'\`' �9' ., I_ L Im 1 '11711.1