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Engineered Plan - 2016
ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. a C3 ro MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 0 1. S-10" COVER PROPOSED OVER SE. HALF OF LEACHING. 310 CMR 15.221(7). M PROVIDE VENT, AS SHOWN, OR REDUCE GRADE BY 10". z a f 76.6 7).4 /Z MCKENNA 7 �; \\ 77.5 / `a 78 ' . 78.9 \ 8.6 78.52 = 7 S 6ao 5' \ 76.6 x 78.9 a` w \ r T9.: J S� • \ 80.0 \ '9.86 ,,035E 80.0 - C` g x 80,2 ,C',`�� /1 L 0 T No . ,4 00 f \ " ,2x 78.A 23'-5" ou;:: TH 1 8 77.3 �� 77.9 C, RAS Os� 0\\,, .0 A �.- s" x 78,9 \�� � 1.6 \� 9,4 / \� 79.. . 17-9-5 NO ti\ 0, \ x 81,5 81, e2.0 </ o 0170 .•{\.:::9'•g•... �\\..�''79,8 � P PRS\NC' //���� Fwd Qec 0\R 81.6 79. 82 9 7 / � 79.7 9 83.1 80 1 34 x 80.2 X00). 2,4 �O .. 85,8 .5 q�` x 8 4.5 \82.2 :135.7 N /F BENCH MARK --TOP MAG. NAIL IN BERM=80.00 ASSIGNED VASCONCELLOS PROVIDE SCREENED VENT, OR CUT GRADE BY 10" ON EAST HALF OF LEACHING. BENCH MARK --TOP OF WOOD STAKE= 79.56 ASSIGNED (24'-2" OFF HOUSE CORN.,20'-9" OFF DECK CORN.) JOB NO. Y15-18 NOTES Knepper.dwg 1. LOCUS IS A.M. 107, PARCEL 55. Folder Folder 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5: MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE --1 ON D -BOX, 1 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO T 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND., CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. a°t• or Hill Rd RTF 6 NOT TO \ SCALE LOCATION MAP TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 LEGEND •} TH 1 TEST HOLE _LOCATION, NUMBER W WATER SERVICE FROM AS -BUILT E OVERHEAD ELECTRIC WIRES (IF SHOWN) G GAS LINE MARKINGS . 9..5 -8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR --- PROPOSED CONTOUR GEOLOGIC MAP(1986): Sandwich Moraine deposits UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) JOB NO. Y15-18 NOTES Knepper.dwg 1. LOCUS IS A.M. 107, PARCEL 55. Folder Folder 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5: MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE --1 ON D -BOX, 1 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO T 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND., CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. a°t• or Hill Rd RTF 6 NOT TO \ SCALE LOCATION MAP TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 BEDROOMS: 4 LEACH AREA O/E layer 10yr 5/2l loamv sand I B layer 10yr 6/8 loamy sand C layer 2.5y 6/3 loamy med. sand 77.3 74.3 GARBAGE GRINDER: - - - - No - -- _ _ �__ _ --. -USE 2 -DRY" WELLS SET 8' -APART -WITH -4' -OF^ REQUIRED CAPACITY: 44o GPD STONE ALL AROUND TO MAKE A 33' X 13' EXISTING SEPTIC TANK: 1000 GAL. BY 2' DEEP LEACH AREA. BOTTOM LEACHING AREA: 429 SF [(33' X 13')] SIDE LEACHING AREA: 184 SF [2(13'+ 33') X 2' DEEP)] DESIGN CAPACITY: 453.6 GPD [(429 SF + 184 SF) X .74 GPD/SF] Permit valid for REPAIR t)F SEPTIC SYSTENt ONLY; due to State and Local septic variances. Board of llealth review and approval is required for any future additions/renoN a(ions/alterations to sewage facilities and/or structures/dwelling. Yarmouth 1lealttr Department APPRO VE )��* v -7 . ,Name Date THIS -PLAN IS A VALID COPY ONLY IF IT BEARS AN L RED S A AND "SI NATURE. OF 1 SN OF /,14�'' ��N �1gSSq s" SSS' ^`_; RONALD Gm ° RONALD s�,• JAMES o JAMES 4 CADILLAC CADILLAC ' " # 1060 0 # 35779 FFG I S T ERS ' Iq�FE S S s_� o Sq NITAft�PN sF�SU •Rv� HEALTH AGENT APPROVAL DATE M KIT Im'11, BDRM LVRM RBDRM] 5'X7' OFFICE 1ST FLOOR 2ND FLOOR NOT TO SCALE EXfSTING FLOOR PLAN FROM OWNER SITE PLAN FOR ROBERT J. 8c HOLLY L. KNEPPER LOT 21, 9 RHINE RD, YARMOUTHPORT, MA OCTOBER 14, 2016 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2015 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 TEST HOLE DATE-, August 6, 2015 10 PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy Von Hone, RS, CHO PERC RATE: <2'-40"/inch (C layer) SOIL SURVEY(1993): Carver coarse sand 36" GEOLOGIC MAP(1986): Sandwich Moraine deposits L Invert 77.18 60" n Existing 2 DRY WELLS Use Gas Baffle Invert 75.14 Top Gonc.=75.8 Proposed 75.4=Top Peastone/ _----' ------ --- - _ �- i S=1 5 Filter Cloth " Existing /8"/ft 3 Max. S=1/8"/ft �/ Invert 77.52 I 1000 Gal. I Inspection Port P min.------- I Existing i Septic Tank i:75.37 24" 128" 6 Stone or 73.0 Inveert 75.00 6 4' Bottom compact Proposed Proposed 4 1 �- 10' 13' i i tv_ i f---- - -i_., Bottom TH1=66.6 DESIGN DATA BEDROOMS: 4 LEACH AREA O/E layer 10yr 5/2l loamv sand I B layer 10yr 6/8 loamy sand C layer 2.5y 6/3 loamy med. sand 77.3 74.3 GARBAGE GRINDER: - - - - No - -- _ _ �__ _ --. -USE 2 -DRY" WELLS SET 8' -APART -WITH -4' -OF^ REQUIRED CAPACITY: 44o GPD STONE ALL AROUND TO MAKE A 33' X 13' EXISTING SEPTIC TANK: 1000 GAL. BY 2' DEEP LEACH AREA. BOTTOM LEACHING AREA: 429 SF [(33' X 13')] SIDE LEACHING AREA: 184 SF [2(13'+ 33') X 2' DEEP)] DESIGN CAPACITY: 453.6 GPD [(429 SF + 184 SF) X .74 GPD/SF] Permit valid for REPAIR t)F SEPTIC SYSTENt ONLY; due to State and Local septic variances. Board of llealth review and approval is required for any future additions/renoN a(ions/alterations to sewage facilities and/or structures/dwelling. Yarmouth 1lealttr Department APPRO VE )��* v -7 . ,Name Date THIS -PLAN IS A VALID COPY ONLY IF IT BEARS AN L RED S A AND "SI NATURE. OF 1 SN OF /,14�'' ��N �1gSSq s" SSS' ^`_; RONALD Gm ° RONALD s�,• JAMES o JAMES 4 CADILLAC CADILLAC ' " # 1060 0 # 35779 FFG I S T ERS ' Iq�FE S S s_� o Sq NITAft�PN sF�SU •Rv� HEALTH AGENT APPROVAL DATE M KIT Im'11, BDRM LVRM RBDRM] 5'X7' OFFICE 1ST FLOOR 2ND FLOOR NOT TO SCALE EXfSTING FLOOR PLAN FROM OWNER SITE PLAN FOR ROBERT J. 8c HOLLY L. KNEPPER LOT 21, 9 RHINE RD, YARMOUTHPORT, MA OCTOBER 14, 2016 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2015 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1