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HomeMy WebLinkAbout2015 Jan 13 - Sign Off Transmittal Sheet, Plans - Renovations; AdditionTOWN OF YARMOUTH µHEALTH DEPARTMENT �y PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET .., ..µa To be completed by Applicant: Building Site Location: � Z F(I l y( w col loco d 2n II � L Ya r nA 01{ (tA2 C Applicant: ; O Q.V �(`, TaTel. No.: �" ?_ 3b _ 6M_ Address: rtd' M (L.l 6'L a r0 (A 1 Lf (�, }� Y� U {U Date Filed: **Ifyou would like e-mail notification ofsign off, please provide e-mail address: Owner Name: Owner Address:!'I Wely d erAna) Owner Tel. No.: ...................................................... 0. ..................................................................................................................................... RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. REVIEWED BY: Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note: Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. .................................................................................................................................................................................................................................................................... /� �� DATE: COMMENTS/CONDITIONS : _ C,Cl' ti t�- V/ PLEASE S� NOTE ✓� �� ST 0�_-,_.- 01 Master Bedroom Wood 2'-b 1/2" 2'-11 E) 1-53/I' 3'-91/4"' l' 6-1 1/2" 1 4'-2 5/4" -4 LA Desk M 'tAlcove GlosetM. Bath Q Till K, S 5unr oom IT Outdoor C in —1 L ------- L F— — CO : L r J L I r t j A L Pa AN :O -"iF LL 2'-53/4" Kitchen Wood ME Fid. det. fin. loc. R O E) Fld. det. fin. loc. .1. V-2 1/2" ross 2 H H H AS, 5'-10 3/4" Wood H H Fld. det. ❑ fin. loc. 1st Floor Garage F JAN 13 2015 1 I HEALTH DEPT. 24' Scale; 101 = 1'-0" 147 IT )'-61) Guest Bath Tile Livina Room Mod Fil H a! Fld. det. fin. loc. Guest Bedroom Wood T -q 5/4" ale 4'-11 1/211 �'e T-2 3/4" o 41 5'-9 3/4" -1 was ,n Wood Carpet ', Closet "` Carpet Bath 11, T 1-4- 31* -12' 4'—>I 1 ' - 20' - I 2nd Floor H in I in in I —4 -Lr x Vq Wall, no shelf n 3b 36" 5awcut b 10" x 5'19" Nall wl 5helf IIID iin L--- —20" x 20" Pads - kylcal 41 8" x 31 Nall, no shelf m© 20" x 20" Pads - typlcaf 12F+�-b" F ��'-b 1/2" —171-5 514— .1 Foundation 1/12/2015 1 st-F-10or Aghababian Renovation 33 North Main Street 12 Fainvood Road South Yarmouth, MA 02664 South Yarmouth, MA (508) 394-0832 GeorgeDavisInc.com ACCESS COVERS TO WITHIN 6' OF FIN. GRADE 41.9' SYSTEM PROFILE (NaT To SCALD 2' PEASTONE OR GEOTEXTILE FILTER FABRIC OVER STONE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TME OR COMPARABLE MEANS FOR FUTURE LOCATION. CONCRETE COVERS TO WITHIN 3' GRADE 2% SLOPE REQUIRED OVER SYSTEM 40.0' \ 41 ` PRECAST H-10 NOTE: MIN. WALL THICKNESS 2' BLOCKS OR 2'. m.p.) PRECAST RISERS 2Y 4'0SS UE PVC MORTAR ALL PIPES LEVEL 1ST 2' 4 COMPONENTS INVERT IN 36.17' ENDS (TMP') SIDES 3 39.8 10• 1500 GAL H -10L14^ 7aVa�J�3RJ' 37.29' TEE SEPTIC TANK TEE 37.04' 6" MIN. SUMP 6®� CJS BAFFLE ^ - .e. , ° 12" MIN. INT.1 36.27 P F 3 36.44' •: 4' UQ. LEVEL (ACME OR EQUAL) ,; '°''°° °° ° f WATERIEST O'BOX , ° FOR LEVELNESS r LH -10 500 GAL LEACHING CHAMBERS BY ACME PRECAST OR EQI °e^e^°°O°oea$;uoo 00000°ao 3/4'-1-1/2' DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES 6' CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83' COMPACTION. (15.221 [21) (5_7 % SLOPE) (--L% x SLOPE) (-L-% SLOPE) FOUNDATION- 44' - SEPTIC TANK 12' D' BOX 12' LEACHING 29.1' BOTTOM TH-1 FACILITY NO GROUNDWATER FOUND *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM NOTE: INTERIOR PLUMBING TO BE RE-ROUTED LEGEND - 99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. -[99}-- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL TH1 TEST HOLE 2?; SLOPE OF GROUND CQT UTILITY POLE Sc yW FIRE HYDRANT NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, RS DATE: 7/23/14 PERC. RATE = < 2 MIN/INCH CLASS I SOILS ELEV FA / 40.38 / 40.5` X 40.28 \0 / / / 40.4 \ _ PAVED /\ DRIVE 41 . x4 dry. 39.98 f0 � 9.90 A x41.50 ELEV. / 2 CH' 0" 39.6' 0" 39.7' /39 B "S Y x 40. 41.05 / AJ 40.85 x 40.97 41 x \ 41.03 v7 8D eN 8 �f9 t a 36 91. a ''4 e,3,4517 � x40.21 1.27 iJ /at. 64 GARAGE (SLAB) 1.64 .70 y�7 I INV. OUT 39. CP E ST.. DWELL \\ TOP FNDN. = 41.9' A - A / \ W 4 49 INV. OUT 39.8' , LS LS 1OYR 3/1. tOYR 3/1 8 B LS LS 21„ 1 OYR 5/6 37.9'26" 4/6 26" 37.5' PERI G C MS 2.5Y 7/6 MS 2.5Y 6/8 126" 1 29_1' 120" L NO GROUNDWATER ENCOUNTERED LICE #14-178 39.56 \ W 11 II 39.38 z 40.1:Lp J x 37 i � x 40.37 FENCED GARDEN AREA O � 39.18 1 40.42a \ .14 a 8 40.61 4 i 8 \ 40.83 41.04 x .0.08 NOTES 1. DATUM IS ASSUMED 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H -1,Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. Ino TU MOC LSD S l -LA JAN 13 2015 n0 "� x 39.80 LOCUS MAP NOT TO SCALE ASSESSORS MAP 81 PARCEL 64 HEALTH DEPT. SYSTEM DESIGN: p �\x 39.88 yt x 40.52 .34 / TH1 32,0.1.19 / h3 . PATIO O ` iY`4 \ p, t.o8 Oa •39\i,, TH2 \\\ - \ 100% RESERVE 5 LOT AREA G 24,248 Sq. Ft. 9, 9 40 oks 8V a0.34 A3. 8 7 BENCHMARK y� IRON PIPE EL = 40.0' 40 �� �3\ 02 40 .24 x 39.78 SN dFJngg"aili ,,yk? =E.. _ _ r4i�' `r9C�tL, 4SN 0` Bps �Fo DANIEL A.A. Ct. fL 4650 A� 29.7' x\39.00 P z Qrt . ta4 asc 1 ' i. Scale: t "= 20'IONP.L J\` r °f •.,- 1 9.7 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. GARBAGE DISPOSER IS NOT ALLOWED EXISTING 2 BEDROOM DWELLING DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (33.5 + 12.83) 2 (.74) = 137 GPD BOTTOM 33.5 x 12.83 (,74) = 318 GPD TOTAL: 615 S.F. 455 GPD USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND MA APPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF 12 FAIRWAY ROAD SOUTH YARMOUTH, MA PREPARED FOR LEO BRANNICK DATE: AUGUST 8, 2014 off508-362-4541 fax 508-362-9880 downcape.com 0 down cape eadiaeefiag, int, civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 14-178 BRANNICK.DWG s, <