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HomeMy WebLinkAboutBLD-18-002028ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. 10- TH 1 TEST HOLE LOCATION, NUMBER �✓ JOB NO. Y16-13 28 PROPOSED WATER LINE E OVERHEAD ELECTRIC WIRES (IF SHOWN) x 9.5 x 8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) NOTES EXISTING CONTOUR Cannon.dwg R 0 UTILITY -POLE (IF SHOWN) (3 EXISTING DRAINAGE CATCH BASIN 1. LOCUS IS A.M. 22, PARCEL 128. 0 Folder SB14/11 REV_ 9/06/2017 --SHRINK PROPOSED ADDITION REV. 3/01 /2017 --ADDITION, GRADES, REDUCE VARIANCES a_ MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 2. ELEVATIONS SHOWN ARE ASSIGNED. rS 1. VARY 'LEACH AREA TO PROPERTY UNE BY UP TO 6'. 3. LOCUS IS 1N 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) Y 2. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248. 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. L 0 to 3. REDUCE COVER OVER TANK BY 3". 310 CMR 15.228 (1). 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. m o Cutter 7. INLET TEE TO PROJECT DOWN 13% OUTLET TEE DOWN 14". o r n 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW En a D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Silver Leaf L. 1 e N /F CASSIDY, TRS. 25,5 i ' 25,0 26, x 25.3 x 2 25 261 3' `b.8 / s'+ ,pry j pyo � 4-' 6, 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHINGSCALE N 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 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, LOCATION MAP SI 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 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 BENCH MARK --TOP OF SPIKE SET 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPI7 REMOVE ANY CLOGGED SOIL, BLOCK, DOWN 1"=24.77 ASSIGNED AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) / 21.3 S (2T-9' OFF HOUSE CORN., X-9' OFF RANGE UNE) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. p 27.3 21.4 lv x Fill &E Layer `h ) 6� RAISE GRADE AROUND SEPTIC TEST HOLE DATE: June 23 2016 15" 26.0 D•• TANK, AS SHOWN PERFORMED BY: Ron Cadillac, Soil Evaluator tK 6' F WITNESSED BY: Amy Von Hone, RS, ''CHO �, 8 Layer 2.5y 5/8 � 22 / CUT GRADES OVER LEACHING PERC RATE: <2'-00"/inch (B layer)32"a loamy sand / SOIL SURVEY(1993): Carver coarse sand I , 6 x 17 0 cD Qi5 27.76f GEOLOGIC MAP(1986): Harwich outwash plain deposits 40 24.0 4,7 4 3,2_, prti / Top Found. ?. 100, 3s 26 HIGH CAPACITY INFILTRATORS I , Invert 24.48 Invert 23.98 H-20 x25. I ,Proposed I , /�' Exist. C.I. pipe Proposed C layer 2.5 6 3 14x4' Rinsing F` 17 9 I k15.1 p p Use Gas Baffle Invert 23.13 Y Y / Station I 0 Top Units:=23.54 '4�r7 •sr O 1- o Propose -d med. fine sand x 5,6 .�O i �) 1�= S=1 �8" /ft Filter Cloth � � qq\ 11 Q a _,Use_ 6" cover " q 2 , \W/> x 24. `;I 3, 300± S. F. 15.9 I F 1 Proposed S=1 /8 /ft S=1 /8"/ft r/ 3 Max. �Sh > o�� ( 19,9 �� I`` / Invert 24.23 1500 Gal. _ min. /��� T Inspection Port - �, • 24, ` I .- 03 Iw s 2 I I Proposed Septic Tank (� �/ ._ " no water rya` -ti ! i4 s 1P I x 18, �8 15,4S .0. I . 11 138 15.8 ,15.4 l t 26.5 Invert 23.30 22.21 S� /O _,23.0 1 Invert 23.13 6.4' Bottom J S� �ryo�e Q \ j 6 Stone or Compact Proposed Proposed ' I ,, 0' f o, O 'S'0�i 1.9 4--'1-- 22 I �- 63' ---{--QD�--a_. Bottom TH1I=15.8 24.0 x/ S � 5,6 W 25.3 TH 1 tea'- //,26.5 O \ .\ 23"N 22.96 DESIGN DATA \ 2 CD 27 0�= ti�Q% 1 BEDROOMS: 5 CD GARBAGE GRINDER: No \ 5 V2 R,�. REQUIRED CAPACITY: 550 GPD LEACH AREA \ 5• PROPOSED SEPTIC TANK: 1500 GAL USE 26 HIGH CAPACITY INFILTRATOR CHAMBERS \ +2� o ,• I v /F EFFECTIVE TRENCH LEACHING AREA: 768 SF SET IN BED, AS SHOWN, 8'-6" X 50' X 11" DEEP, \ 5r6. ©S x,��' •'S� 4.73 SF/LF X 6.25'/UNIT=29.56 S.F/UNIT EXCEPT ONE INFILTRATOR HAS BEEN REMOVED SPERO \\ �j• O(j-� �1 26,87 '1 ��� 26 UNITS X 29.56 SF/UNIT=768 SF(EFFECTIVE) NEAR WATER GATES. 2 , 8S 4' DESIGN CAPACITY: 568 GPD \2, 0--� ,�2 181 [(768 SF) X .74 GPD/SF] \\ o \JF./2f '659 \ 26 BDRM = = KIT DNRM 5,18 , / QPM/ 73 26,3 25.13 x `6,2 BDRM BDRM BDRM LVRM O \ a s \ 6.5 EXISTING FLOOR PLAN ®\5.00 NOT TO SCALE 24.81 PROVIDE NEW WATER SERVICE MORE THAN 10' BENCH MARK --TOP MAG NAIL SET AWAY FROM PROPOSED I FACHING. NOTE THAT IN PAVEMENT=25.00 ASSIGNED SHUT OFF WILL NEED TO BE MOVED 4' (4o'-S'OFF RANGE LINE HOUSE, f OFF EDGE PAVENEN TOWARD WATER MAIN. THIS PLAN IS A VALID COPY ONLY IF IT BEARS S LEGEND AN ORRED STnAMPR AND Sl6IATURE. HEALTH AGENT APPROVAL Perrnit valid for REPAIR Ill Sf l FIC S1 � I tAl 6 NLY, dire to Stale am! i +l ,.!an %aanc f es. Board of Ilealth review and appro%al is required (or ny_- future add itionslrenm;itiun.hrIterations to ewage facilities and/or structureshls.eliing. Yarinouth Heallh Department APPRO V FA) . .,,��s , ame Date SITE PLAN DATE FOR AUSTIN L. 111, CAROL, & MARIBETH CANNON LOT 169 8 CUTTER LANE, W. YARMOUTH, MA AUGUST 18, 2016 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (50$) 775-9700 @2016 BY R.J. CADILLAC PAGE 1 OF 1 10- TH 1 TEST HOLE LOCATION, NUMBER �✓ WATER LINE MARKINGS -PW- PROPOSED WATER LINE E OVERHEAD ELECTRIC WIRES (IF SHOWN) x 9.5 x 8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,-6-` EXISTING CONTOUR 8�--- PROPOSED CONTOUR 0 UTILITY -POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV_ 9/06/2017 --SHRINK PROPOSED ADDITION REV. 3/01 /2017 --ADDITION, GRADES, REDUCE VARIANCES HEALTH AGENT APPROVAL Perrnit valid for REPAIR Ill Sf l FIC S1 � I tAl 6 NLY, dire to Stale am! i +l ,.!an %aanc f es. Board of Ilealth review and appro%al is required (or ny_- future add itionslrenm;itiun.hrIterations to ewage facilities and/or structureshls.eliing. Yarinouth Heallh Department APPRO V FA) . .,,��s , ame Date SITE PLAN DATE FOR AUSTIN L. 111, CAROL, & MARIBETH CANNON LOT 169 8 CUTTER LANE, W. YARMOUTH, MA AUGUST 18, 2016 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (50$) 775-9700 @2016 BY R.J. CADILLAC PAGE 1 OF 1