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Home My WebLink About2023 Sign off Transmittal - Add Deck Jt-Y�k TOWN OF YARMOUTH 144,1, HEALTH DEPARTMENT PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To he completed by Applicant: Building Site Location: l,e.J - A Proposed Improvement:n (IAA c. �QQ �p a_ t iLc Q f '-I ofi f £D .fin C' 3 O � 7- 1 � � � ." ctaeld . c27i<' Applicant: ,e4_1k, �f �,e Tel. No.: 508-9.7ct-a3,69 Address:Po 8 -t 4.21 I'-(A Oi S f 5 Date Filed: I Ii 5133 **If you would like e-mail notification of sign off please provide e-mail address: Mk hC e.V a.tto I X.N C'Tc CM. Owner Name: fy1-C.A.0�� ,c() Owner Address:74i Owner Tel. No.: Soff-4/7`1 -aac cy 5..Pro-14,, WaviutAstAtik-MA ca.��:y 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. 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 JAN 17 2023 (all existing and proposed) - Note: Floor plans not required for decks, sheds, windows, roofing; HEALTH DEPT. j (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: DATE: 07/01 PLEASE NOTE COMMENTS/CONDITION / In�� e C- S v v� �� cue✓ 57`/-tc j A ►L-t - GRAPHIC SCALE 40 0 40 80 1 I ( IN FEET ) 1 inch = 40 ft. V " �' / \ 7.5 PROPOSED �/ 25.0' \ DECK / - `�\ / � ' f14.0' - \ -' ,/ / \ `. - ' i % /'• / \ ' / 0.9 , • \ OY. /,, `\ r \ '46 �`�' „ :: i MARK „� \� �� '\ AV 4 " 4 o BL C�IJARC ® '\ j al v 40043 - I \ • \ CERTIFIED PLOT PLAN \ N \ ,\ \ • ZONING: R-40 FRONTAGE-150' MARCH 4, 2022 LOCATEDCAPT WRIGHT RD FRON=4 S.F. BARNSTABLE COUNTY S. YARMOUTH, MA 02664 FRONTYARD REGISTRY OF DEEDS PREPARED FOR SIDE YARD.YARD: 20'' BOOK 249 PAGE 113 MIKE VICENS REAR YARD 20' 20 ATWOOD LANE SHREWSBURY, MA 01545 PREPARED BY I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED IN .a;. BLANCHARD SURVEY ACCORDANCE TO THE RULES AND REGULATIONS OF THE '�= 1631 N, BROOKFIELD RD COMMONWEALTH OF MASSACHUSSETTS. OAKHAM, MA 01068 GG KEY: A OCONTOUR--- SEPTIC SYSTEM DESIGN SEPTIC SYSTEM SECTION PROPOSED CONTOUR LOCUS DOSTING SPOT ELEVATKXJ: 25.5 �FLOW ESTIMATE: Y PEASTONE OR FILTER FABRIC PROPOSED SPOT ELEVATKN: COVERSW!THN8' -1 /2'i BEDROOMS AT 110 GAL/DAY= 39 GAL I DAY102.75 OFFINISHEDGRADEWASHE�STONE TEST HOLE: ` O UTILITY POLE: I it FOUNDATION INSPECTIONPORTFENCE LINE: SEPTIC TANK: \II`� HYDRANT:-d- _NI GALL/DAYxL DAYS=88° GALI.II■IELEV..97.83F� RETAINING WALL•mUSE 7500GALLON 6EPTK:TANK8.3 3'MAX. �0 �.��-��,-�., - COVERV�j^ ELEV. (1'MIN) LEACHING AREA lEV /�[� �1 LppCCppT ON MAP USE 3-500 GALLON CHAMBERS(8.6'x 4.8'x T EFF.DEPTH)WITH EI.EV (EXISTN4G) LEV ��7EBV. ,i LI�I$,� L0T 522(13.767 SF) 2.5 OF STONE AROUND SIDES AND 7 AT ENDS (29.5 x 9.8'x 7 DEEP) ' (8"STONEOUNDER) 2'25' T-5'E�' ASSESSORS MAP:77 PARCEL:19 -GAL * 295'x 9.8' PLAN BOOK:246,PAGE 113 SIDE AREA (29.5'a 9.83 x 2 x 2.157 SF (0.74)•116 GAJDAY SEPTIC TANK BOTTOM AREA: 29.5'z 9.e'=289 SF - S WITH TEEBIZ (TO BE CONFIRMED) 970 3-5'OF STONE AROUNCHAMBD SIDES (0.74)•214 GAUDAV INLETT:6'UP,13'DOWN ELEV. 2.5'OFAND 2 ATRENDS SIDES CAPACITY=330 GAUDAY OUTLET:5"UP,14'DOWN GAS BAFFLE (29S x 9.8'x 2'DEEP) AT OUTLET TEE .i I N BENCHMARK AT RIGHT CORNER TH•1 100 5 OF AD TEST HOLE LOGS E[€v j ELEVATION � 1T FILL CAP ROAD BED BED - GARAGE ENGINEER:THOMAS Md ELLAN,P.E. 0/A HORIZON _ -(-AIN B1 i RAGG R ROOM ROOM= wlNc WITNESS:PHIL RENAUD LOAMY SAND ROOM 18' 89.0 I • = DATE 10816 r B HORIZON LOAMY 1.'l�� l - PERCOLATION RATE:<2 MIN11N �. ,OYR 8/8 97,5 98 S8 ROOM I BATH DINING KITCHENC HORIZON AREA MEDIUM SAND PEAT 55" /\ -- Nse24305E '\ �.m 2.5Y 7/4 ' \ -/ `\ bh DECK _ 138' I8B.0 \ N NO GROUND WATER ENCOUNTERED / p /« N\ - / [�"� \\\ N ,o / �\ \\ II NOTES: 4 N / \ . / P �1�\ / \ `�,./' 1.VERTICAL DATUM:ASSUMED (I/ \ ` �� \ �99 EXISTING FLOOR PLAN \'/ \/ \\ N. 2.MUNICAPAL WATER IS AVAILABLE. \\�---/\` �/ \\ `\\ �b 3.SCHEDULE 40.4"PVC PIPE TO BE USED THROUGHOUT SEPTIC SISI NM. I �W \k 1 - / 4.ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS. 21 \) CYO ,0, \ i f T�-, ,t. .3/-L.,/40e 5.PIPE PITCH=1M'PER FOOT(UNLESS NOTED OTHERWISE). I \ `4- . uuu"""��E GGG 2.0 / -- / i� Peen(void forREPAIR OF SF.T'II SYSTEM' 8.FIRST 2'OF PIPE OUT OFD-BOX TO BE SET LEVEL 1 l -101 ' 10D ONLX;A e 10 Stale and 1 Local Wept a variances. 7.THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL. \ '-/ Board of Health review and rppruval,t reyu,re,1 for 8.ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS.ENVIRONMENTAL 9 any. folure additionyreno,3Hon Inlferatinno to CODE(TITLE FIVE)AND LOCAL HEALTH REGULATIONS. '�1 '.\ ` wage farI hek and/or structures/dwelling. \ V ' / 9.CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. \\ i"/100" Varinonth-IICPII9 Ur arIlnrnt z - Pr•,* Gy'/ / 10.GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 7. 0 \ � , \\ // AYAPRO G.D//%,�!M1- D NN f - 11.FIELD SURVEY PROVIDED BY TERRY A WARNER,PIS.,IIAFTWICFI,MA. \'101 ' ' t (/ 12.THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND DmOS �`° �� r `� /� IS SUBJECT TO CHANGE UNTIL SUCH TIME. A R`Q\\ 7 i I . 13.EXISTING LEACH PR I3 TO BE PUMPED AND REMOVED. Date - Z c V @QO �4cto_2 / 14.D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. I / © /,, ,5.THI6 PIAN REQUIRES THE FOLLOWING VARIANCE FROM TITLE 6: I / /W SECTION 15.211(1):LEACH AREA W BE LEIS THAN 20'FROM BULKHEAD,(VARIANCE OF 1'). / RECEIVED _ a� >, �� ,, / IDEC 022016 _ - I \ /% w Ns-..,4- N ,� I ;j HEALTH Deer C SITE PLAN 0 1' ,- LOCATION: p 1r - pine rl TASF64TERR r tx' 74 CAPT.WRIGHT RD.,S.YARMOUTH.MA /'I / �_• --- ANN AI i r r, s i i PREPARED FOR: O,I,?k/ 1` \ \\ / \l1 Fence `� 'g�i.NoA3672R p # {7 ?r N'I�I LSUSAN 8OLLINS 1 I SiOck `-k �'''. c2' \DATE:10.1b16 SCALE:1"=20;i S 41 1 A SaD �I L /4 BASS RIVER ENGINEERING 9 "--` \ • I T'HOMAS J.McLELI:P.N,P.E. P.O.BOX 1163, EAST DENNIS,MA 02641 AHE-85 ®�B 506-364-9048 / �. 1�� - ---- ZonJE�'� MA-x. 3 8�2oo/y MAP LOT N0 . : �ji.il ADDRESS : tIti CAPY, I.)JC11‘,7 kit OWNERS NAME : 50SA (v R016 r)S evapc-(4-l3 SEWAGE PERMIT NO . : 1 - ' 'NEW: REPAIR : )<' DATE ISSUED : ill to1C(, DATE IPiSTALLED : u( tapo INSTALLERS NAME : Rocr'r 6 . 00 c co . 7it�� IINSTALLATIONOF : tr-Z-416/Pc/.) 4� • lnivywlots'S WATER TABLE : r1 � FINAL fk NSPECTION BY : A�VH a i if i ii4 DRAWING OF INSTALLATION ON REVERSE SIDE :fiV J TOP 4 ` A B 0 ty I 3).6 3 ‘(.' � f a3S� 35 a °� � '4:. - -\ 3 3 4l7 30 'c‘c4.44 I,: ti 5 G 3 i sz o(46'(V u C APT: A 1.-F q q Pd �� SIMPSON Deck Planner SoftwareTM Report Strongfie 3D view 11110 mil on Cape Code Deck Planner SoftwareTM Report All lengths, areas, weights, masses and structural forces are expressed in U.S. Customary units unless otherwise specified. This report was created 11/16/2022 7:48 PM by Deck Planner Software"" Page 1 www.strongtie.corn Copyright©2013-2022 Simpson Strong-Tie Company Inc.All rights reserved. SIMPSON Deck Planner Software"M Report StrongTie Your Planned Deck Design Plan view construction L U U u u -1 J L D C � C r 24'-0" Page 2 www.strongtie.com Copyright©2013-2022 Simpson Strong-Tie Company Inc.All rights reserved.