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HomeMy WebLinkAboutEngineered Plan - 19800 A -1V1. -a qe SECTION - SEWAGE I r, 7ya w,c.I //� Oma- YA,�-�/'✓1� �iTf� c..�. I I L ti� nc? P FL�✓, -SEPTIC TANK - _ „D" BOX - -LEACH /S 3 (MSL)# ` ..2..OF 1/8 TO +/z^ / �2.�/' ,, /S NOTE: WASHED STONE'�O REM E ANY UNSUITABLE MATERIAL F I E x 3 A' OR A D STANC .tl / OF FT. AROUND ENTIRE LEACH /,' -/CE reHVc A REPLACE WITH CLEAN COARSE SAND. i� J /u c �.1 e T P, � �• /� / - ---- % /-f, Pi TG 1-,/L C>.G�/'> /4.32 r —Z_07- J 14 S'Y OUT • o c _�---_ \.� -IN - OUT• Sit -lALi OUT• o` I o - - ((� ��✓`AG,z` /�/ �/ I // /l�OCi G I: IN i SEPTIC -'W /� 4.. TANK /�5 S 14,37 ��r / �TuD/n. �p 7 ,LJ c \ t ELEV. ELEV. ELEV.), ELEV. 4.02z' Ac" — ELF= V. _ /5.9... 14,, Ss /4.34 j ELEV. ELEV. ( / / G.eou,�Jz� t-✓•4TF...�G /3..21 , X11 w / (� /6 G \ NOTE: BRING ALL COVERS TO WITHIN OF -/a" WASHED STONE ' ` ,V /z ���o v f/j3 • ' ,� 1 FT. OF FINISH GRADE. �! /7 TEST HOLE LOG / /,'0'" �,' ' n SAL E A2 c../ S -AGS .vT I' `, OD % /'7.3 TEST BY41 TEST DATE i(/DV. 2/� /9%8 WITNESS ,/ # (j) �3 •7 DESIGN BEDROOM HO/SE]jj t4, �/� T// 9' T.H. * 1 T.H # O G A �1 ELEV.=/6.3 ELEV. NOall PERC RATE ":5 2 MIN/IN. DISPOSER DISPOSER To So / - ?_4"• FLOW RATE //0 (GAL./DAV) SEPTIC TANK //o REQ'D SEPTIC TANK SIZE / ooa 1 .---� cf fo/� o� f,[, �((( CK Cie q� DA?TCJ/G/: /v>, S, L. �` r d LEACH FACILITY `- I (` I j STr": SIDE WALL G/D 8�. /O"x/'x2x2,c (2. S) _ /no . I 1 j BOTTOM /©' �C 2' x Z x �G:r� 7" ( i L n T 1 -/"- TOTAL So USE: �zi LEACHING i / )x_X'7 o.- L�'T .' A�� /!...1 OLot^z c,Oc./6 /44•' .�3 /- _ `/1/l�-,'LL F�O•eT /C.a•</ G�/,cls //✓ �LO�^D ZO.S1� A�: EL�+/�7i�0•�.%� HA?- r- 71 /D'LoNCr X 2 "INiT�E �c /'Z�E� `. FL Ol^,� P/f i`_=.:' A2E 3�5t� u O t� /�15. �. IAF 7- ? TA/« WATER ENCOUNTERED E NOTES (UNLESS OTHERWISE NOTED) c011 yv'/T.-/i.-1 /00'O/= N/ '-Lei/JAS G'.f IOWA 1. DATUM (MSL) + TAKEN FROM----�-�------Y-•--7•- iM OF`�t tH iiF y 2. MUNICIPAL WATER ----------- - ------------ .____AVAILABLE 3. PIPE PITCH: W' PER FOOT (SEF_ �% c? ✓G `�� 4 �. 4. DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHO - 'y- 44 ° JAtv'..' g° JAMES 5. MIN. GROUND COVER OVER ALL SEWAGE FACILITIES: (1) FT. s }) °, `�- DISTANCE AS CERTIFIED S!` 6. PIPE JOINTS SHALL BE MADE WATER TIGHT ++'��1 I .'iq J BOWMAN' w z' 7. CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM. OF MASS.+ 210$ �; STATE ENVIRONMENTAL CODE TITLE 5 \ \���� > �T`.' ��.k w I HEREBY CERTIFY. THAT THE BUILDING pi h-F�',., SHOWN ON THIS PLAN IS LOCATED ON THE ,�� Cj�ES�S7F GROUND AS SHOWN HEREON & THAT IT-- CONFORM T _CONFORM TO THE ZONING BY LAWS OF THE TOWN OF REG. PROFESSIONAL ENGINEER WHEN CONSTRUCTED. DATE down cape engineering CIVIL ENGINEERS BOARD OF HEALTH LAND SURVEYORS CONTOURS (EXISTING) ------------- �1nS (PROPOSED) -O -O -O -O- APPROVEDO '� DATE v Y4C" 'yT'� MA Yarmouth & Orleans, MA L SITE PLAN LOCUS: Ce) / 3, c,�x_17"5CE 5'T. REF: PREPARED FOR: 134-D- # z.35`13 G REG. LAND SURVEYOR SCALE / •"- G_.^' 7/0-27// 98 DATE