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HomeMy WebLinkAboutEngineered Plan - 2016IRS • x (� / ill & E layer 8 oyer 2.5y 5/8 loamy sand C ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. ed. fine sand JOB NO. Y16-13 28 NOTES Cannon.dwg F TE 1. LOCUS 1S A.M. 22, PARCEL 128. Folder SB14/11 -MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 2. ELEVATIONS SHOWN ARE ASSIGNED. rS 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 6'. 3. LOCUS 1S IN FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014. > 310 CMR 15.211 (1). 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1 4" PER FOOT. UNLESS NOTED)`t /, ( ,, Y 2. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248. 5. MUNICIPAL WATER :IS AVAILABLE. LOTS WITHIN 100 ARE ON TOWN WATER. 0 0m " 3. REDUCE COVER OVER TANK BY 3 . 310 CMR 15.228 (1). 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. m a 0 Cutter 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". o . . a 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW cn a D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Silver Leaf L. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT 0 COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING SCAL N /F 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 'CATION MAP 11. 1F UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL. LOG ARE FOUND, S I LVA 12. CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING N IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TE T HOLE 1 �� BENCH MARK --TOP OF SPIKE SET 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, '(' C AS S I D Y / DOWN 1"=24.77 ASSIGNED ;, 14. AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH inches) ELEV.(feet) 27 3 21,3 S (27 -9 OFF HOUSE CORN., 3 -9 OFF RANGE UNE) 0 p x 21.4 s3 RAISE GRADE AROUND SEPTIC TEST HOLE DATE: June 23, 2016 1.5" 6� J 25.5 ,tij0' S 70-1 PERFORMED BY: Ron Cadillac, Soil Evaluator �p ���•8�,, F TANK, AS SHOWN WITNESSED BY: Amy Von Hone, RS, CHO �, �� ��, ,�>� / 22 / CUT GRADES OVER LEACHING PERC RATE: <2'-00"/inch (B layer) 32"i� SOIL SURVEY(1993): Carver coarse sand 17,0 `O _15 27.76± GEOLOGIC MAP(1986): Harwich outwash plain deposits 40" 70_ 2 `�� 26. x 25.0 4.7 x 23.2 ark " �'6/ /� Top Found. 26 HIGH CAPACITY INFILTRATORS 25,3 I a 100 ` C Invert 24.48 Invert 23.98 H-20 `� �� 1t i o0 osed x25. IProposed 11 /'r, Invert Exist. C.I. i e Use Gas Baffle 4 x4' Rinsing 17.9 1Q'.5,1 pipe sed Invert 23.13 To Units.=23.54 ' 2 A I Station O is L 0 T 16 Iz » Proposed ®Filter Cloth 5.6 ,moo �) S=1 /8 /ft Use 6" cover 25. x2 5 h�� x 24, �,13,300fS.F. �O x 15,9 I N 1 Proposed S=1/8"/ft S=1/8"/ft ��/3" Max. ��. I FQ i <� I z' �' I1 / t Invert 24.23 1500 Gal. j� Inspection Port x 26. h. I° 24 \ I ,9 p.� I0 '� 2 t i Septic Tank min. T 19.9 1� L� I 1 Proposed ---------- I 11 26.0 24.0 A�� s ���65' x 18, 78 �w . 0 . I i � T 138 15.8 � 26,1 ♦ 15'4 I I I • t 22.21 „ I % 1 t Invert 23.30 Invert 23.13 > 26,5 � 3 ' �s / � . �23A_�� � � » 6.4 Bottom 1 1 6 Stone or compact Proposed Pro osed i b.8 / ,70 /0 Ci s ti° \ 4'-1-22, ! �- 63' -a i P i -0'-i Bottom TH1=15.8 6'+ ,s s \ \ 1.9 t 1 I I 1 ,. 4� 1 O, 4' 6f S� 1 SCS 26.5 �5.6 23, 24A 22,96 W c DESIGN DATA x\5,3 7.2 TH 1 1 ��� �`L� 5,6 Q\�3F < ® \\ 2-A_`27.3 tio�Qi I \ \ 1 BEDROOMS: 5 rn 25.6 GARBAGE GRINDER: No \ 5 2 >z� �.8 \i REQUIRED CAPACITY: 550 GPD \ \5EZS �\ N /F EFFOECTIVE TRENCH LEACHING AREA: . POSED SEPTIC TANK:1768 SF 500 L SET IN BED USEHIGH AS SHOWN, CAPACITYI8FI 6" XT OR 50' X 1CHA116 2 0 D1 EP, \\\ ti�6•�0SO x �� ��/ \ 1�0'��p SPERO 26 UNITS 29.565 SF UNIT=768 SF EFFECTIVE NEAR WATERT=29.56 S.F/UNIT EXCEPT ONE GATES. HAS BEEN REMOVED 26.87 °> / SF(EFFECTIVE) \ 2 4 DESIGN CAPACITY: 568 GPD o's / \ \281 J [(768 SF) X .74 GPD/SF] \ L' 9 26 D D BDRM = = KIT DNRM 5.18 x C. ,S 0- / 73 26.3 Permit valid for ItH:PAIIt t)F SEPTIC Sl`S'1'ER1 / ONLY, due:: to State and I ucal scvfic variances. 25,13 6.2 BDRM BDRM BD LVRM 6oard.of Health review and approval is required for 6' \\ any future additions/ren(wationslalterations to sewage facilities and/or structoi es/dwelling. \\ .5 EXISTING FLOOR PLAN Yartttouth health Department � ��s.00 NOT TO SCALE APPIZ�)`'LU:I C � �� 24,81 `�i % � L PROVIDE NEW WATER SERVICE MORE THAN 10' BENCH MARK --TOP MAG NAIL SET awe Date SITE PLAN AWAY FROM PROPOSED LEACHING. NOTE THAT IN PAVEMENT=25.00 ASSIGNED 77777- SHUT OFF WILL NEED TO BE MOVED 4' (40' -5 -OFF RANGE UNE HOUSE. 1' OFF EDGE PAVEMENT) TOWARD WATER MAIN.. FOR OR LEGEND THIS PLAN 1S A VALID COPY ONLY IF IT BEARS AN AL RE D SIGNATURE. AUSTIN L. III CAROL 8c M ARI BETH CANNON T TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS LOT 169 8 CUTTER LANE, W. YARMOUTH, MA /yAOF M ^orf- PROPOSED. WATER LINE H OF ss9c ' �N Assgc E OVERHEAD ELECTRIC WIRES (IF SHOWN) RONALD y�N°� RONALD yGs AUGUST 18, 2016 SCALE: 1 "=20' o JAMES "', o JAMES x 9.5 x8.7 EXISTING & PROPOSED ELEVATIONS (X MARKS POINT) CADILLAC CADILLAC EXISTING CONTOUR #1060 X35779 g--- PROPOSED CONTOUR �`�a/STT-9- �qo Esse° oe 0 UTILITY POLE (IF SHOWN) SgN,jAR,PN SURVEy. ` RONALD J. CADILLAC, PLS, RS, P.C. ® EXISTING DRAINAGE CATCH BASIN i` (� PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARiIAN x - FENCE (IF SHOWN, NOT ALL SHOWN) P.O. BOX 258 0 TREE (IF SHOWN, NOT ALL SHOWN) WEST YARMOUTH, MA 02673 REV. 9/06/201 /508) 775-9700 HEALTH AGENT APPROVAL DATE ©2016 BY R.J. CADILLAC PAGE 1 OF 1 .7 --SHRINK PROPOSED ADDITION 1 REV. 3/01/2017 --ADDITION, GRADES, REDUCE VARIANCES . I ill & E layer 8 oyer 2.5y 5/8 loamy sand C ayer 2.5y 6/3 ed. fine sand no water 26.0 24.0 A�� s ���65' x 18, 78 �w . 0 . I i � T 138 15.8 � 26,1 ♦ 15'4 I I I • t 22.21 „ I % 1 t Invert 23.30 Invert 23.13 > 26,5 � 3 ' �s / � . �23A_�� � � » 6.4 Bottom 1 1 6 Stone or compact Proposed Pro osed i b.8 / ,70 /0 Ci s ti° \ 4'-1-22, ! �- 63' -a i P i -0'-i Bottom TH1=15.8 6'+ ,s s \ \ 1.9 t 1 I I 1 ,. 4� 1 O, 4' 6f S� 1 SCS 26.5 �5.6 23, 24A 22,96 W c DESIGN DATA x\5,3 7.2 TH 1 1 ��� �`L� 5,6 Q\�3F < ® \\ 2-A_`27.3 tio�Qi I \ \ 1 BEDROOMS: 5 rn 25.6 GARBAGE GRINDER: No \ 5 2 >z� �.8 \i REQUIRED CAPACITY: 550 GPD \ \5EZS �\ N /F EFFOECTIVE TRENCH LEACHING AREA: . POSED SEPTIC TANK:1768 SF 500 L SET IN BED USEHIGH AS SHOWN, CAPACITYI8FI 6" XT OR 50' X 1CHA116 2 0 D1 EP, \\\ ti�6•�0SO x �� ��/ \ 1�0'��p SPERO 26 UNITS 29.565 SF UNIT=768 SF EFFECTIVE NEAR WATERT=29.56 S.F/UNIT EXCEPT ONE GATES. HAS BEEN REMOVED 26.87 °> / SF(EFFECTIVE) \ 2 4 DESIGN CAPACITY: 568 GPD o's / \ \281 J [(768 SF) X .74 GPD/SF] \ L' 9 26 D D BDRM = = KIT DNRM 5.18 x C. ,S 0- / 73 26.3 Permit valid for ItH:PAIIt t)F SEPTIC Sl`S'1'ER1 / ONLY, due:: to State and I ucal scvfic variances. 25,13 6.2 BDRM BDRM BD LVRM 6oard.of Health review and approval is required for 6' \\ any future additions/ren(wationslalterations to sewage facilities and/or structoi es/dwelling. \\ .5 EXISTING FLOOR PLAN Yartttouth health Department � ��s.00 NOT TO SCALE APPIZ�)`'LU:I C � �� 24,81 `�i % � L PROVIDE NEW WATER SERVICE MORE THAN 10' BENCH MARK --TOP MAG NAIL SET awe Date SITE PLAN AWAY FROM PROPOSED LEACHING. NOTE THAT IN PAVEMENT=25.00 ASSIGNED 77777- SHUT OFF WILL NEED TO BE MOVED 4' (40' -5 -OFF RANGE UNE HOUSE. 1' OFF EDGE PAVEMENT) TOWARD WATER MAIN.. FOR OR LEGEND THIS PLAN 1S A VALID COPY ONLY IF IT BEARS AN AL RE D SIGNATURE. AUSTIN L. III CAROL 8c M ARI BETH CANNON T TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS LOT 169 8 CUTTER LANE, W. YARMOUTH, MA /yAOF M ^orf- PROPOSED. WATER LINE H OF ss9c ' �N Assgc E OVERHEAD ELECTRIC WIRES (IF SHOWN) RONALD y�N°� RONALD yGs AUGUST 18, 2016 SCALE: 1 "=20' o JAMES "', o JAMES x 9.5 x8.7 EXISTING & PROPOSED ELEVATIONS (X MARKS POINT) CADILLAC CADILLAC EXISTING CONTOUR #1060 X35779 g--- PROPOSED CONTOUR �`�a/STT-9- �qo Esse° oe 0 UTILITY POLE (IF SHOWN) SgN,jAR,PN SURVEy. ` RONALD J. CADILLAC, PLS, RS, P.C. ® EXISTING DRAINAGE CATCH BASIN i` (� PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARiIAN x - FENCE (IF SHOWN, NOT ALL SHOWN) P.O. BOX 258 0 TREE (IF SHOWN, NOT ALL SHOWN) WEST YARMOUTH, MA 02673 REV. 9/06/201 /508) 775-9700 HEALTH AGENT APPROVAL DATE ©2016 BY R.J. CADILLAC PAGE 1 OF 1 .7 --SHRINK PROPOSED ADDITION 1 REV. 3/01/2017 --ADDITION, GRADES, REDUCE VARIANCES . I