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HomeMy WebLinkAbout0212 HOLLY POINT ROAD - Health -- 212 HOLLY POINT ROAD CENTERVILLE 232-034 dh SMEAD WEEPING YOU ORMIZEn No. 12534 2-153LOR wKlsEcraFn WRwm CON1EIRt09i WFVmUw" PMT4ONSUAIF.R vim= YAW W USA G*T OR(aANM AT SYEAD.000 i No. 6j''t J "'`" / Fee 1c5d THE COMMONWEAL-TH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF bARNSTABLE, MASSACHUSETTS 01ppfication for Misposal &pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(,�) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. a Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel 012ja 4)5 C�htr!✓,�'� �j2cX I�h'�R Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 7 - 5 -(-o f v Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. 1 Description of Soil Nature of Repairs or Alterations(Answer when applicable) �p_T e jeres SVYP 1,yxe &M pWrl p C"�v Pr , Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health Si Date Application Approved by Date F Application Disapproved by Date for the following reasons Permit No. rnQa�(rj -qo Date Issued t /� --- = ---------- - f , FA No. Q�^�►..J � Z-7f)'� -- Fee THE COMMONWEAUTH OF MASSACHUSETTS Entered in computer: Yes l/ PUBLIC HEALTH DIVISION - TOWN OFaARNSTABLE, MASSACHUSETTS 2pplitation for MispoSal 6pstem Construction j3erlttit t Application for a Permit to Construct( ) Repair( ) Upgrade(-�) Abandon( ) ❑Complete System ❑Individual Components " Location Address or Lot No. rt c� `y �� ( Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ,) / &h ki V.f f P Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. v Description of Soil Nature of Repairs or Alterations(Answer when applicable) j�<VIu� ,_ _p �S�r� 1,U a0ln 09 ,AM� C &!ex 48> ��[k �.-f �U Ce f0, r,., atJZ -,[,✓� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si a Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. lr. C)__4Z)_0 3 Date Issued THE COMMONWEALTH OF MASSACHUSETTS v BARNSTABLE,MASSACHUSETTS e(J Certificate of eotnpriante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at a)a j`J rj w,c, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No,�� dated / ! Zo=j ) Installer Z t'�Vv (^���a� ��1 Designer #bedrooms Approved design floN4\ god The issuance of this permit hall not be construed as a guarantee that the system willfuncti(n as designed. Date / Inspector I )) / 1 b==� No. �-N r,::D ('f� Fee --'" THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal �&pstem Construction 3permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at 04 {n r.eysA4e A)Le /1o. and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be/?mple dd within three years of the date of t 's permit. -' Date Approved Il_ _ i TOWN OF BARNSTABLE LOCATION-ZJZ 1u p0,M RJ. SEWAGE# 2019 - Z 19 VILLAGE OcnAccuil lG ASSESSOR'S MAP&PARCEL 23Z ' 3y INSTALLER'S NAME&PHONE NO. g Exeaix�.a;on �I`1`1- OG53 SEPTIC TANK CAPACITY 1S000a.1 ST - 1000 oa.l •Oyo nD clnarv_�r LEACHING FACILITY.(type) pcT Tom;I?c { sAoe%c- (size) ZS X 18 NO.OF BEDROOMS 3 OWNER p ' PERMIT DATE: LI=1 n- 19 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facili Feet FURNISHED BY f Al- 22' f31" Z9'4' AZ' 29 ' F'rcni QZ- 31 �L9 A C A3_ ZZ n f33. 23 Q I to ,Bq- Z514 r CS' ZA ' (I cot',, 1 TOWN OF BARNSTABLE LOCATION Z►2 1�.''TD�IYI R�L SEWAGE# 7019 - 219 VILLAGE 0raAccui1lG ASSESSOR'S MAP&PARCEL 23'Z - 39 INSTALLER'S NAME&PHONE NO. 4'99- 01,53 SEPTIC TANK CAPACITY /S000o.1 ST - /000 Qa.l aya+a 6~^-L cT- LEACHING FACILITY:(type) ) at ;ec { :SAot%c. (size) ZS X 18 NO.OF BEDROOMS 3 OWNER 0 i PERMIT DATE: Lg-)-7- 19 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facili Feet FURNISHED BY At r f3l" Z9'4'I AV z9 ' D A3- 2Z n A4- Z'►'3 84. ZS'4 CS- Ge 19s- 39 No. 01 Fee (0-d — THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplication for Misposal *pstem Construttion 3permit Application for a Permit to Construct( ) Repair( /upgrade( ) Abandon( ) ❑Complete System L;,,rn/dividual Components Location Address or Lot No.Q1 Z P( , Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 073 Ll r MI U Installer's Name,Address,and Tel o. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms �,3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided Plan Date 1.2.f�1� Number of sheets Revision Date �. Title thitV'�' I k^( Size of Septic Tank ov/Type of S.A.S. 2 / Description of Soil Nature of Repairs or Alterations(Answer when applicable) 00 N 10 5T CoO 9 0j tfs U sham het- wt+k%hn DOME) Ci-0l F-r-� R20 9DJ30 P2"f 12iDC Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board giijealth. Si ed - Date &-11-1 9 Application Approved by �. Date — 1 7—1 � Application Disapproved by Date for the following reasons Permit No. __ C) � Date Issued e J W + x � No. -- f r Fee 1r, THE COMMONWEALTH OF M_ASSACHUSETTS Entered in computer: r - z PUBLIC HEALTH DI 'ION - TOWN OF"BARNSTABLE, MASSACHUSETTS Yes 2ppliLatib-4 for Misposal 6pstem (Cott$truttion 3permit � - 4 Application for a Permit to Construct( ). Repair(/upgrade( ) Abandon( ) Complete System L;hh/dividual Components Location Address or Lot No. 1 No 1)7- _R R Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel a 7QfV+� C�10�/GC 51 /)(� �j�k "775 Installer's Name,Address,andjTel.No. Design;-ergs Name,Address,and Tel.No. ecX co val-1l U SOk `177-�5 C CD£�_G Type of Building: Dwelling No.of Bedrooms V Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) i gpd Design flow provided f gpd " Plan Date 12-12 z2 1 f Number of sheets Revision Date U Title w �I 1 Size of Septic Tank 9--- 1 ,"J Type of S.A S. t�`� 7 c� ar l rX Ste/ Description of Soil b j d J rf l Nature of Repairs or Alterations(Answer when applicable) S 4?0. N yp S T / 000 Cia/ A 10 ynU t y Sh7ne-T_�4 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in. accordance with the provisions of Title 5 of the Environmental Code and not to place the system in'operation until a Certificate of Compliance has been issued by this Board o. ealth. Si ed 0,ail Date Application Approved by zir Date Application Disapproved by Date for the following reasons Permit No. ?p �} �j Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS w Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) e Abandoned )byP i at / has been constructed in accordance with the proua,sion�s_of Title the for Disposal System Construction Permit No. 0 Cf— GI dated Installer�� {)(-'(-'� I t Designer �L_T;C11 rh #bedrooms Approved designV gpd The issuance of this pe it shall not be construed as a guarantee that the system wi fus desd. Date i I Inspector ,✓ ----------------------------------- - - - - ---------------- -- -------------------------------------- ---------- No. f -. . - Fee /Ud THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at {-7 _r and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construc ion m st be completed within three years of the date of this permit. Date �j 1 "21 11 Approved by _ ✓ t� c . Town of Barnstable '"E' ,,� Regulatory Services Richard V.:Scali,Interim Director RARMABM j MAS& Public Health Division °rFor " Thomas.McKean,Director 200 Main Street,Hyannis, MA 02601 Office.: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 7/2/19 Sewage Permit# 2,o19. 219 Assessor's Map\Parcel 232/34 Designer: David D. Coughanowr RS Installer: Address: 155 George Ryder Rd South Address: 1. 31 y) R004" 130 Chatham, MA 02633 �ac,dc,�;ot,r /v1a OZSb3 On (o,1-7I lcl (3 d �xC-,j0A o^ was issued a perrnit to install it (date) (installer) septic system at 212 Holly Point Road based on it design drawn by (address) David D. Coughanowr, R.S. dated 12/20/18 rev 6/21/19 . (designer) X I certify that the septic system referenced above was.installed substantially according to the design, which nlay, include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if' required) was inspected and the soils were found satisfactory. I certify that.the septic system referenced above was installed with nu for changes (i.c: greater than 10' :lateral relocation of the SAS or any vertical relocation of any component of the septic systern) but:in accordance with State & Local Regulations.. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. 1 certify.that the system referenced above was constructed in compliance with the terms of the RA approval letters (if applicable) t`4t&t.,S.Sr ,a OF 4,S. w DAVID r v, 'q� DAVIB L � D. " D. (Installer'A'icynlaWr AN ) u COUGt1ANOV�IR m " COUGNANOt;��R sn No. 1093 \1 N � �Q� #5�— . 1 q aki. 44— (Desigrier's Signature) -.ner's Sta i 4' I'LEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. n:lScptic\Dcsigncr Certification Font Rev 8-14-13.doc. r/ r •�` • Town of Barnstable P�, Department of Regulatory Services H a Public Health Division Date /0//S—A/, 716 _- ad1p � 200 Main Street,Hyannis MA 02601 p ;•-� rfiUtl - ` >� k`1 y Date Scheduled Time Fee Pd. Soil Suitability Assessment for Se e .Disposal Performed-By: Witnessed Hy: LOCATION&.GENERAL INFORMATION I Q 7X Location Address 2 �©��� p®� Owner's Name Address 21 Z 1 r 3 4tty R01 w , R4 Assessor's Map/Parcel: - 232-, 34 Engineer's Name Ceh+er U J"< NEW CONSTRUMON REPAIR Telephone ftSOS- Land Uso hCP7tn�ic1 1 Slopes(96)_ O Surface Stones_ s0 Distances from: Open Water BodyL 0 t tt possible Wet Area L0' r ft Drinking Water Wcll t ft Drainage Way / t ft Property Line 1 D + ft Other ft SICETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands-in proximity to holes) 3mzZ e. Popp �.. Poj�yr Czo(�9 Parent material(geologic)_p t-aaji Icfot ©� Depth to l3edraok Depth to O3 oundwater. Standing Water In Hole:_ fo `qa_!h Weeping from Pit Roe Estimated Seasonal High Oroundwater ­S4,,� — 21(0--milo'1 0f gorse PHd 61 179,011,14e0( ejeVt•fivh DETERMINATION FOR SEASONAL•I1101I WATER TABLE Method Used:See t VQ_ Depth Observed standing in obs.hole: In. Depth to soil mouldy; lu.' Do¢th to weeping from side of obs.hole:." llr, Ortlundwatee AdJutllment fY. Index Well f:_ _Reading Data index Well Imvol__: _ Adi,.fltCkbr Adl.Oroundwater.1 evol PERCOLATION TESL bate i2 l6 Time I A-_ Observation Z Hole 0 I Tlma at V Depth of Pero . . Time At 6' Start Pro-soak Time @ __ Time(911•6") End Pro-soak Rate Min./Inch �►1 i (' ryVl l i�°ol b'y S/L'�� of hCt 1 y55 Site Suitability Assessment: Slid Passed�� Site Failed: Additional Testing Needed(•Y/N) 1 Original: Public Health Division Observatlon Hole Data To Be Completed on Back--- ------ ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. Q:ISEPTIC\PERCFORM.DOC 4 DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Shcl Color Soil. Other Surfacc(In.) (USDA) (Munsell) Mottling (Stnucturc,Stones;Boulders. Consistency,WUravell r44 C'l L L �--� ---- W k2 C, Si`� 5�� i0 ;' RCli rw1 DEEP OBSERVATION HOLE LOG Hole# 2- Depth from Soil Horizon Soli Texture Soil Color . Soil Other Surface(in.): r;.... . .A _1„ (USDA) (Munacll) Mottling (Structure,Stones,Boulders. Cogs! `gncv.%Orayel) FILL. 334o Lo ►�1KR �rz any l 41� A SIN 4��M �D Yk 4/4 r, Lo'YMA (0 S!G h ta G 5—t vte— 22 to k R5L4 �r DEEP OBSERVATION HOLE LOG Holo# 3 _ Depth from Soil Horizon Soil Texture Soli Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. Consistency, 5� 74 C; . — t 1t9 A 1Z6 C2, OY�k' 51 Flo F `f DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon _ Soil Texture Soil Color gall Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Slopes;Boulders, i Flood Insurance Rate Map: Above 500 year flood boundary No_. Yes 777 - Within-100 year flood boundary No-L"Z Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervloi s urtiterlal exist in all areas observed thrpughout the area proposed for the soil absorption system? 1(c If not,what ig the depth of naturally occurring pervious material? Cefilfication I certify that on V"J (date)I have,passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 10 CMR 15.017. N.oF M • �`•S ASs90 Signature� '`� Datb �C L6 $ �o� DAVID y�N o D. COUGHANOWR Q:)SBPTICWBRCFORM.DOC s0 /CENSER o� /� EVALUP� a .,-; down cape engineering, incSIEVE SOILS ANALYSIS 212 HOLLY POINT ROAD CENTERVILLE, MA DATE OF REPORT: 12/14/18 .JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 212 DOLLY POINT ROAD, CENTERVILLE LOCATION: ECO-TECH TEST HOLE SIEVE ANALYSIS weight Sampie(Grams): 191.0 SIZE (WEIGHT RETAINED I % RETAINED % PASSED .:sum}....... . .:... .. .-------------- ......... ............ 1 0,0: 0.0°�0• 100.0% ..........: ....>-------------- --- 3/4" 0.0; 0 0% 100.0% . -------------- -_--_--_-------_«R.� 1/2 0.01 0.0%I 100.0% .. .......... ......... . ....,.,.::,.:,_-------------------a------- 3/8" 3/8" I 0;01 Qa• 100.00 ----------------------------------------- #4o 0.0 0.0%` 100.0/° --«_-___ i..:.......:....._ ,-------------- ---,..................................... #10 17.0 8 9%I 91.1% . « . •--------_.._--`----Q t..................................... #20 487 25.5/0 74.5 Jo i......:.........:. ---- ................ ............ #40 78.1; 40 9%I 59A% ------------- -,..................................... #50 103.5I 84:2% 45.8% -------- .................. ........ _ >---__-_--___-- ---,..............:.. ............ #80 132.5: 69AW 30.6% -___---- ........ -------------- _,. #100 153.61. 80.4%e 19.6% --------------,,:................ ......... ..........,.>--------------------->------------------ #200 I 174.3 91 3% -__8 7%a __--_-------................... .-------------- -=-------- PAN: 185.11 100.0%I 0.0% SAMPLE. 191 NOT'E:TEST ON PASSING#4 ONLY, 6.4% RETAINED ON#4 <45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A=3(FINE SAND) (UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE #4 100%° (TEST ONLY MATERIAL PASSING #4) OK #50 10%-100% OK #100 0%-20% OK #200 0%-S% CLOSE SAMPLE IS CLOSE TO MEETING TITLE 5 FILL SPECIFICATION >91%SAND RESULTS: PERMEABLE'MATERIAL-CLASS I<5 MINAN. MATERIAL NONCOMPACTED SOIL DESCRIPTION: FINE SAND,TRACE SILT C1ANI E L.A. ti OJALA , No.46502 r� w 7 i V y t Q'c QQWbj CA E ENGINEERING, INC. 939 Main Street,Suite C,Yarmouth Port, MA 02675 508-362-4541 ph 508-362-9880 fx PREPARED FOR: �/ > Aeds �4 I u SOIL,ANALYSIS (SAMPLE ) t,ocUs: C2. larA DATE: SAMPLE DR ; r WI-RET % BET o _o Ss e 112' j 3l$" #4 1,3 , 0 #10 i 1 0 #20 1 r 1 7 #40 % , #60 f l 103, #80 j 132, #200 BOTTOM CENTERVILLE, MA DESIGfI CALCULATIONS s SHALLOWSEP DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GIRD �'® SEPTIC TAN 330 GPD X 2 DAYS = 660 GALLONS a u pp pp s �s POND K: ABANDON EXISTING 1000 GALLON SEPTIC TANK E C®-T E C V E �� 4, INSTALL NEW 1500 GALLON SEPTIC TANK. A P R O s a ROAD DISTRIBUTION BOX: INSTALL UNIT DEPICTED BELOW. 5 00 SOIL ABSORBTION SYSTEM: E p o LAKESIDE DRIVE THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES EAST PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT. �p Ir�Ii GII� ES PC DR THE 25 ft x 18 LEACHING FIELD �? U �u GiSo��° LAK DEPICTED BELOW CAN LEACH: l ® NOT ELEVATION TO WEOUAOUET LAKE BOTTOM AREA = (25 x 18) = 450 sq. ft. 41. 96 ` QO SCALE SIDEWALL AREA =0 0 ft. \Op Np'�. � L � � � � � w A TOTAL AREA 450 sq. ft. OF DRAIN 6 i O FLOW CAPACITY = 0.74 x 450 = 333.0 gal/day - INSTALL A 25 ft x 18 ft x LEACH FIELD AS CONFIGURED BELOW. FLOW CAPACITY = 333:gal/day WHICH EXCEEDS nOv� THE 330 gal/dog REQUIRED FOR A:THREE BEDROOM DESIGN. V j. / <Fc Oiy) GP;�UND'/,' -EP', DE-EP',MIN, ,TION 36 q;i lb HIGH GROUNDWATER LEVEL IS BASED ON ELEVATION OF ADJACENT LAKE WEQUAOUET 38 -9 -A CONTROLLED ELEVATION LAKE \Q ELEVATION 34.8 \ ' ,. \ _ QO 40 I I % a . ABANDON EXISTING / e F LEGEND 1000 GALLON SEPTIC � 42 SEPTIC COMPONENTS TANK PER APPROVED O \ \ 3 PROCEEDURES. INSTALL FF�s I\ 98"%00� li EXISTING A NEW 1500 GALLON Q \� 1000 GAL SEPTIC TANK. SEPTIC TANK 43 2� Q r INSTALL' / \AOG9\ } \ \ \ MINIMAL GRADING SEPTIC TANK R`1500 GALx/ PROPOSED J + INSTALL h / 1000 GAL PUMP CHAMBER �� 2 in PRESSURE LINE— l'I AREA = 19117 sf+- DISTRIBUTION BOX® ��e� j I LAND COURT PLAN 20239-C ®� 1 / ASSR MAP 23 P TEST PIT ® / ��- 2 C\ CLEAN OUT / TO GRADE / / \ 36 EXISTING LEACH i FIELD - TO BE ��Q� //- GARB ABANDONED IN PLACE. 10 � . �� or / � 0, CA i CATCH BASIN 40 WATER LINE Y . �� :. _ WATER GATE O /42 20 in \ \ v GAS LINE l 40 ® TREE �' ♦` + OVERHEAD WIRE-o \ o 0 O 1 \ ¢r .y '. ' HYDRANT DRAIN O R•\ 3 8 \ F o d a\ 9 \ \ � s 9 Si CID f O \ FO X 37.5+— �\ \ I y v !r 18 in OAK P c �•• INSTALLER TO 1 - VERIFY LOCATdONS OF ALL UNDERGROUND 1 UTILITIES BEFORE �e EXCAVATING FOR \ 4 - .' SYSTEM. \\\ 0 F,G THIS 75 A / I I 20 r COLOR PLAN # O \ ` �_ / O 42 USE COLOR PLAN ONLY ,; ; _ 10 f! PROPOSED FOR INSTALLATION 9 - _ - SOIL FULL DETAIL IS BEST OD ( ft ABSORPTION: VIEWED IN _ F /6 VENT FULL COLOR �j� ti\ 6'�3 f PIPE SYSTEM V _ r 43 -SEE DETAIL !i ON BACK PLAN 4CpC) SOIL q REMOVAL SCALE: l in = 20 ft � , � " AREA. 4,1` t #' -REMOVE ALL FILL AND 0 20 40 UNSUITABLE SOILS DOWN TO THE C STRA TUM & 0 IO 20 'fit, .�A V°'O d ' REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5 PRINT ON 11 x 17 in (310 CMR 15.255(3).). PAPER FOR PROPER SCALE IFR -WHERE 2 in PRESSURE 'LINE ���� ������� CROSSES WATER SERVICE- CONSTRUCTION DETAIL PROJECT WATER LINE THIS PLAN IS INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM USING SLEEVE PROCEDURE DEPICTED ON IT. FOR ANY OTHER CHANGES TO THE PROPERTY INCLUDING PLACEMENT OF ADDITIONS, SHEDS.'FENCES OR SWIMMING POOLS. OWNER DOUBLE SPECIFIED I N TITLE S. _ - - SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. STAKE HA Y STAPLFI L TER - BALES o-, SEWAGE DISPOSAL FABRIC (N OF MgssTO 9 P��N Of ASS J SYSTEM PLAN STAKE "' DAVID CyG p� ;DAVID 90yG -TO SERVE EXISTING DWELLING D. D. GL-ORIA N. COl1GHANOWR y u COUGHANOWR N - No. 1093 No. 461 S I M O N r, OWNER(S) OF- RECORD �FGISTER�� 212 HOLLY POINT ROAD CENTERVILLE, MA 155 Geo Ryder Rd S PROPERTY ADDRESS Chothom 02633 MA - REVISED JUNE 2'I, .20I9 DovidcouOHotmoil.com DATE: DECEMBER 20, 2018 "} 5�8 364-0894 PG.1/2 ` .Joey ETE-4338 SOIL TEST L OO G ' ' : 2018 1000 GALLON PUMP CG;1A1IBCR SOIWITNESS DTEVALUAOR BY: DONALD DESSMARAIS�HEALTH DEPT. DIMENSIONS AND DETAIL ELECFORTPUMP SYSTEM RICAL PERMIT NEEDED GROUNDWATER ENCOUNTERED AT 99 In. NOT TEST PIT 1 I USE SHOREY PRECAST ABANDONED - POOR MATERIAL I in TO DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER ; ST-1000 H-10 ELEVATION TAPER SCE INCHES HORIZON TEXTURE (MUNSELU MOTTLES OR EQUIVALENT 42.95 0-48 FILL ( TANK TO BE CERTIFIED ®` 48-58 A LOAM 10 YR 2/2 NONE FRIABLE WATERPROOF AND o 58-90 B SANDY LOAM 10 YR 3/3 NONE FRIABLE WATERTIGHT BY ,. v MANUFACTURER 90-128 C SILTY SAND 10 YR 6/1 NONE FIRMUl)co 32.28 ALL ELECTRICAL GROUNDWATER ENCOUNTERED AT 94 in. CONNECTIONS TO TEST PIT 2 5 MIN/INCH iN C SOILS BE MADE OUTSIDE CHAMBER F� ELEVATION DEPTH SIL USDA SOIL COLOR SOIL INCHES HORIZON TEXTUROIL SMUNSELLL) MOTTLES OTHER PROVIDE I cu ft THRUST 8 ft-6 !� A 42.50 0-33 FILL i BLOCKING AT FORCE MAIN BENDS 33-40 O LOAM 10 YR 2/2 NONE FRIABLE CONTROL PANEL TO CONSIST OF AUDIBLE AND VISUAL ALARM ON 40-44 E LOAMY SAND 10 YR 4/1 NONE FRIABLE INDEPENDANT CIRCUIT AND TO BE LOCATED OUTSIDE DWELLING. 44-52 A SANDY LOAM 10 YR 4/4 NONE FRIABLE 52-64 B LOAMY SAND 10 YR 5/6 NONE FRIABLE USE BARNES SE411 PUMP 0.4 HP. 115 V. 1750 RPM 35.67 64-82 Cl SILTY SAND 10 YR 5/4 NONE FRIABLE PASSING 1-112 In SOLIDS 20 in WATER 82-132 C2 FINE SAND 10 YR 5/4 NONE FRIABLE PROVIDE 114 in INSTALL QUICK MIN TIGHT 31.50' GROUNDWATER ENCOUNTERED AT 90 in WEEPHOLE TO DISCONNECT COVER TEST PIT 3 5 MIN/INCH IN C SOILS DRAIN PIPE AFTER COUPLER TO ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER PUMP CYCLE INTO RISER GRADE. INCHES HORIZON TEXTURE (MUNSELU MOTTLES TO 42.2.0 0-26 FILL D-BOX 26-36 Ap LOAM 10 YR 2/2 NONE FRIABLE FROM STORAGE = 500 GALLONS —► 36-54 Bw SANDY LOAM 10 YR 4/6 NONE FRIABLE WEEP SEPTIC ALARM ON 24 in 36.03 54-74 Cl SILTY SAND 10 YR 5/3 NONE FRIABLE TANK HOLE 4 74-126 C2 FINE SAND 10 YR 5/4 NONE FRIABLE CHECK 31.70 PUMP ON /6 in VALVE PUMP OFF 12 in 1500 GALLON SEP770 TANK DIMENSIONS & DETAIL a In sron►E BasE ' USE SHOREY ST-7500—H-70 4 DOSING = 83.3 GAL/CYCLE = 4 CYCLES/DAY STORAGE = 500 GALLONS , 330 GPD REQUIRED I in (D NOT CROSS SECTION VIEW TAPER TO -� f SCALE 5 ft c 8 in y.. - LEACHING STONE TO BE DOUBLE WASHED & FREE OF IRONS. FINES & DUST. Jp FIELD DIMENSIONS PLACE END CAPS ON LINES t-6 Jn _ 5 AND DETAIL WITHOUT VENT. INSPECTION PORT WITHIN 3 In OF FINAL GRADE. INSTALL EFFLUENT FILTER INLET (ZABEL OR EQUIVALENT) OUTLET COVER IN OUTLET TEE. COVER r `�3 IN DROP -► al FLOW LINE z N FROM 10 in = 14 TO FD Wo z BUILDING to D—BOX mcn 2 ft❑N 48 /n z _ LIQUID GAS -4 z LEVEL BAFFLE •I 6 in STONE BASE 25 ft SEPARATION BETWEEN INLET & OUTLET TEES NO LESS THAN LIQUID DEPTH DISCHARGE HOLES NOT SMALLER THAN 3/8 in. NOT GREATER THAN 5/8 In. CROSS SECTION VIEW DOSS TR SEW T10o nNl LO-) W USE DB 3 H20Y DIMENSIONS PIPES EXITING D-BOX TO RUN LEVEL AND DETAIL FOR 2 FEET BEFORE PITCHING DOWN INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE tea. j STARTING WORK. " ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM 12 in O REQUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CI MIN CODE (310 CMR 15). . ' —► INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND FROM UTILITIES BEFORE EXCAVATING FOR SYSTEM. n1 TANK U Lo SO -ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES & APPLIANCES, AND PERIODIC O PUMPING OF THE SEPTIC TANK. �bo6t�poC� S -SEPTIC TANKS ARE NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. \� b in STONE BASE DO NOT PARK OR DRIVE VEHICLES OVER SEPTIC TANKS. 21 ; 2� CROSS SECTION VIEW F L 0p G�3 ("CD' f C TOP OF FOUNDATION ALL PIPE TO 4 in BE SCH. 40 PVC* RAISE COVERS TO WITHIN AND TO PITCH AT l/8 in/ft MIN VENT EL = 44.09 +— 6 in OF FINAL GRADE CAST IRON COVER TO PIPE GRADE 42.50 J WATERTIGHT 12 i n *PIPE FROM PUMP CHAMBER TO 's�0 4X COVER TO ZD-BOX MIN D—BOX TO BE 2 in Sch 80 PVC. �'F GRADE TEE 40.78 THRUST BLOCKING AT BENDS. qC ONSTALL REFER TO DETAIL BOX 40.67 0o eo 0000 0° opo00o pow 00000a°a o 000 0000 0°°00° 41.15+— p500 GALLON �000aoa ooa oo °Oo 00000000 000'000a00000 I °��o° Oo O 0000 Oo oaOoO a°O O 0 OO�ODO PROPOSED 40.50 6 in o00 0 0 000 00 000 0000 0 0oo oo voo 0000 000 00 000 0 0 0 0o 0000a EXISTING SEPTIC TANK 40.05 JIM GAMON 39.75 BONE LEACH�NG MELFF) +� REFER TO DETAIL BOX PUMP CHAMBER 40.30 b in STONE BASE 40.00 35.50 40.45 —REFER TO DETAIL BOX 6 in STONE BASE GRODUNDWAT R 3-7 ft 39.82 3 ft 75 ft Ln 45 ft ELEVATION OF ADJACENT T LAKE WEOUAQUET= 34.80 SEWAGE DISPOSAL SYSTEM PLAN 212 HOLLY POINT ROAD CENTERVILLE. MA jDECEMBER 20, 2018 ETE-4338 PG 2/2 ' VARIANCES F BE IMMEDIAT HEALTH AGE PAPERWORK APPROVED E DURING A PI BEARSE 1) ALL SYST POND FLOW - SEP EXISTING DOCK FOUNDATION �e REDUCTION I py BVW 4_ \ BVW 3 GE OF' _ — �� POND �6 � � ••�Rg.E \�� l ZA ••�uv� _ wNgR' �. Bvw 2 � 39 •\I �' WETLq t \ •-►.... N BVW 1 /o \ 34 LOT AREA �1 / '-�9,117 S.F.t \\ 1;9 44WAI \ RE—B D FIRST I qR� \ G E AREA DECK I \ to k N O �� EXISTING DWELLING ��`_ 27.3 2 i TOF=42.3 x PROPOSED GARAGE z 0 COVERED PORCH \ aD r 1 rr i PROPOSED i \ RK GARAGE _ _ S__ _T ADDITION RE=LOC E c� EXISTING O WALK WAY TO D BE REMOVED ��, 4 2 40 PROP. RE—ROUTED �� ~~+ -- ------41— PRESSURE LINE EXISTING f� DEPRESSION TO p — —i,�—�— BE FILLED %:�`e G PS PF �0- 9 N !y 62 v W\ R ALLY POINT D LEGEND 40 PROP. RE—LOCATED WATERLINE �� LENCHMARK: B SLEEVE SEWER LINE FOR 10' AIL SET 99 — EXISTING CONTOUR EITHER SIDE OF CROSSING WITH NAVD88 PROPOSED CONTOUR i WATERLINE A. � PROPOSED SPOT EL. TH1 TEST HOLE OCATCH BASIN UTILITY POLE r FIRE HYDRANT —Q— . SIGN W WATER LINE G GAS LINE —X—X— FENCE + NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING i Scale: 1"= 20' Y # >9-256 0 10 20 30 40 50 FEET INTERIOR DOOR SCHEDULE KEY ROUGH OPENING W x H SIZE STYLE MATERIAL O32"%83" 2'-6"%6'-8" LEFT HAND SWING DOOR SOLID CORE,6 PANEL.,by owner ,q O 32"x 83" 2'-43"X 6'-8" RIGHT HAND SWING DOOR SOLID CORE,6 PANEL or by owner O26"x 83" 2'-0"x 6'-B" RIGHT HAND SWING DOOR ON DN ® 26"x 83" 2'-0"%6'-8" LEFT HAND SWINGDOOR SOLID CORE,6 PANEL or by owner O30"X 83" 2'-4"x 6'-8" DOUBLE DOOR SOLID CORE,3 PANEL or by owner © 611/4"%841/4" 2'-6"%6'-8" POCKET DOOR SOLID CORE,6 PANEL or by owner u ADD SLIDING DOOR e%ISting NUTADD LOING D WINDOW SUNROOM existing To REMAIN Is WOOD DECK To REMAIN MATCH TO EXISTING FOOT PPJNT/FND.WALL II 3 8,_0, 5'-8 1/2" 5'-5" I'-I O" '-I O" Repute Exlsr. 3" 3" I8"+/- CASEMENT WINDOW 3" 3" DN REMOVE IX15TING SUDING DOOR Tn NEN pn WNp. 1IJI-`- �II,pI-- � INSTALL NEW EXTEPJOR FRENCH DOOR© © _ I © L 'I,I{I— O__ _ _ I I I. ON o A g A DRAw�R= ge�ap � all cent2e on hon do r ` 11_l 1 O ° > r--13-posed -------I L-_V_-J / I z 3 F w existing KITCHEN I 5NYUGHTABOVE VI ' I I DINING L-- z< ----iwe oP Fwr aNrT_I3•rrt.--- >-I- �I m IP P e I proposed mI i fO 'I I Master -fit �;I Y s I BATH I I BEDROOM proposed O Y —,_� VAULTED CWG q1 I O' Y I �I Ala FAMILY ROOM I ='o VAULTED CWG o Iz VAULTED CEILING a I m IUUX'SUN TUNNEL' AAA w b''" FIAT CLNG®I /-neignt _ 10'CENTER I NCW I b Z ON W ---------A� — CENTER IMT5 I 6 U~1 LLI 7� 1 D- -- = e- Is IF F- O. m I o Y IO d^ LINEN o N �y �-� 5 z A 4 ro O 3 J 6®= L—� 2'_4 1fu cwG 9'-2^ n 1a-Ia, existing �� g J 3s' LIVING " z ;z•o,--F1Fe• REfR,G.- _ =.7� I F--I =v I 6 2'-1 1 O --- o �I U m rooR Nx m III r--- WALK IN p'f 2'_4" 4 w O m m pss EXTEND WALL TO r� 3'-6" I CLOSET b I n Ur o UP IJ IN W --- LIMIT OF MAIN HOUSE Ili I� I I III L--- _ -J i WALK IN CLOSET O Of EXTENDm 1 22" I TRAIIBOM D M R GBOVE , 13 RS IOPPN STORAGE I - I O - Marro allow sTA o_ I _� © © \- L 1 4 COATVII ------- I I I L co REMOVE EXI5TING FRONT DOOR L —S o I r, prop. — \ � I IN5TALL NEW AWNING WINDOW - m (p prop. O LAV.I cn X \ I W I LAUNDRY prdd. \ - I � al / ffNtRY 11 o W I I I De o o n U I I II QO Q u F to REMOVE eX15T.PORCH I 2'-0" © O I ----- -T-- p P-P - Z L WINDOW&EXTERIOR DOOR SCHEDULE s I B I I b o a OFFICE I EouAL EouAL KEY ROUGH OPENING W x H ITEM# STYLE MATERIAL vnuLTED cwG prop. p W COVERED PORCH Q 0 O7-5 1/8"x 4 W2'-8 7/8" T446 ANDERSEN TILT-WASH 4/1 DOUBLE-HUNG WINDOW WHITE VINYL CLAD I p l6 J Z W O2'E 1/8"%4'4 7/8" TW2442 ANDERSEN TILT-WASH M1 DOUBLE-HUNG WINDOW WHITE VINYL CLAD O C C CONCRETE LANDING/5TEP M D. G W © 2'E 1/8"%3'-0 7/8" TW2432 ANDERSEN TILT-WASH 01 DOUBLE-HUNG WINDOW WHITE VINYL CLAD WITH STONE CAP 4 VENEER proposed 0 Z Z O 2'-2 1/8"x 4'-4 718" TW2042 ANDERSEN TILT-WASH 4/1 DOUBLE-HUNG WINDOW WHITE VINYL CLAD REPLACE IXIST.BAY WINDOW STONE VENEER TWO CAR GARAGE N o. O w a WITH NEW(3)ON-BOXED OUT ON THE5E WALL5 C O V-10 1/8"x 4'-0 7/8" TW18310 ANDERSEN TILT-WASH 4H DOUBLE-HUNG WINDOW WHITE VINYL CLAD FRAME OUT BOX W/(2)2a 12 UP 4' +/- , O it ` Ul O O CENTER IN GABLE WALL O4'-11 7/8"x 4'-8 7/8" DHP41046 ANDERSEN TILT-WASH PICTURE WINDOW WHITE VINYL CLAD 9'-4" - O O or match wiMh to N 4 L� C J picNae w.below © $'-03/8"xZ-47/8" AW51 ANDERSEN AWNING WINDOW-FIXED WHITE VINYL CLAD m' �H OF ItZq C F LL 14'-O"+/- EX15TING O2'-4 7/8"%T-0 1/2" CW13 ANDERSEN CASEMENT WINDOW WHITE VINYL CLAD N WIN CE PAU!W. TC 9 O N 1 O 2'-4 7/8"x 2'-4 7/8" A251 ANDERSEN AWNING F1 WINDOW WHITE VINYL CLAD ` B (�+el �� p ' LL 11 2-4 7/8"x Z-4 7/8" A251 ANDERSEN AWNING WINDOW-FIXED WHITE VINYL CLAD `_ @ SWANSON j G O w OT-05/8"%T-0518" A21 ANDERSENAWNINGWINDOW-FIXED WHITE VINYL CUD 3 � STRUCTURAL n J = n O a No.35334 e " K 44 314"x 46 3/4" VS 606 VELUX VENTILATING SKYLIGHT � � 9 �p �Q n n n © 6-0"%6'-8" FWH6068 ANDERSEN FRENCHWOOD HINGED PATIO DOOR WHITE VINYL CLAD OM 3'-1"a6'-8"FIXED FWG3168 ANDERSEN FRENCHWOOD HINGED PATIO DOOR WHITE VINYL CLAD proposed /STEP ON 6'-0-.W-8" FWG6068 ANDERSEN FRENCHWOOD GLIDING PA no DOOR WHITE VINYL CLAD FIRST FLOOR PLAN FSS��NALE '\ W O3'-2 3/8"%6'-1 1" 3'0"%6'8" FRONT DOOR-BY OWNER /J O EXISTING WALLS � D_ © 5'-2 3/8"x 6-11" 57 X 6'8" DOUBLE DOOR-BY OWNER ____ V_ . = DEMOLITION f © 2'-10 3/8"%6'-11" T8"%6'8" INSULATED FIRE DOOR NEW WAS DATE: 12/02/2019 ` 7-3 I I'-G" 7'-3" 9'-0"%8'-0" 9'0"x 8'0" OVERHEAD GARAGE DOOR-BY OWNER " ® (// - SCALE: AS NOTED or USE"HARVEY" WINDOWS -MATCH SIZES Of USE"THEREMA-TRU"DOORS-MATCH SIZES I PROPOSED ADDITION _I DRAWING#: r� A3 - 8 -----------------------------� I I I � I , , I I I I IX15TING ROOF I I I I I EXISTING SECOND FLOOR I I s I I , , •REPLACE IXISTING DOUBLE-HUNG WINDOWS-MATCH SIZE L-------- ----------- --------I --- -------- ---------------- ----------------- --------------------,------ I � � — I I I I I I K SKYLIGHT ALIGN CENTER WITH ovahtl FRONT DORMER AND FRONT DOOR I BATH EL I ■ I 1 CIA 5UN TUNN ' ■`y_ 10'CIA I Z IN FLAT s CENTER IN FLAT CWG. O L ————————————— y — -- REMOVE IXIST.CLOSET—-- _ REPLACE TIJ/HWR UNIT BELOW 5 W/NEW GV TUB/5HWR BASE I I NEW ROOF 111 K -SUN TUNNEL' I OPEN TO MASTER BEDROOM BELOWREMOVI O'DIA SKYLT5 FDOOR5E IX�Se WALLS. `` IIIIIIlVEUUX CENTERINFurcwq.OPEN STP1R5.INSTALL HANDRAk'FRAME IN NEW UNEN CLOSET existing BEDROOM#1 ON — 1, proposed NEW/EK FDFD MAIN ROOF ROOF I Q REMOVE EXIST.DH WINDOWS _ _ LOFT AREA OPEN TO FAMILY ROOM BELOW INSTALL NEW(2) H WIN DDOWS 3 above IXIST. EGRE55 SIZE,MATCH TO O CHIMN N ©new negc beam Z DH WINDOW5 BELOW(I5T FRL.) LINE OP RAISED REUSE IST.DR. W 5EE SECTION 55 FOR HDR.HT. —FIAT CLNG.(p+l-B3_) LANE OF W SED FIAT CLNG.(p+/-A'3T I " // \\ UN EN i 5'_2" 5'_8" I'_E" 12" _ .. _. (D u y / eulLrFiNs Tq. 0 g w I ¢ E rn ro o I I CLOSET ® s B'sno I 1@ Q O r O j l O j I Prop.Z B o 3 L II J I I I ON b I BATH �t{OF Al, a L----- ----- --�- —————— L— L— —— --- J— --J " a 3'J. �atL� WC� I i i Q PAU L W. tiN I SWANSON PROP05ED DORMER m Z o STRUCTURAL "I PROP05EDnnD�OirR ER I I EQUAL EQUAL i I i O U No.35334o Q PLATE HT.a co• I I I o A� 9 I . I NEW PORCH ROOF I 0� /STof E ----------------- I O FS ©= m o o S/ONAL NEW ROOF I M o _ Z o II II I I `tj Ii I w REMOVE IX15T.PORCH ❑ I +I I+ I p /Z la/Z 0--- W I I m I proposed O o / {f 9 W_ L L------ i -- ----- -----�--J I ^ GUEST BEDROOM Id a 0 « V J c W W z °j 1 i a W =1 �� © o y ;0 Op LU 6 O CIO .6 � a LL L I I 1 a c 1 I I , « ZO I I Q rn ----- m ILw 9 Z v d proposed j n J = o SECOND FLOOR PLAN i c B I c a N CIL 1/4"=1 D" E(15TING WALL5 I DEMounON NEW WALLS 5 8n 4'-8" W J r K F 12'-0" '-O" o F DATE: 12/02/2019 LI 25'_O° SCALE: AS NOTED DRAWING#: A4 - 8 NOTE: REPLACE EXISTING TELEPOSTS WITH NEW 3 1/2"LALLIES USE SPRINGFIELD CAP PLATES AND STAMPED STEEL BASEPLATES rd IXISTING FOUNDATION AND BOOR TO REMAIN 6 OF�Qss9 IXIST.FOUNDATION WALLS IXIST.FOUNDATION WALLS POURED CONCRETE U- PSG, T ICALCON 5(BLOCK AG FTG. Q PAU L W TYPICAL Q IXIST.FULL BASEMENT TYPICAL Q IXIST,GARAGE C -' SWANSON m SEPTIC o STRUCTURAL Gill 8 0 9 No.35334o e �4c /ST6to P4i\a�<< s `css/DNALE�G N o existing o 8 /! Z oO FULL BASEMENT 0 `s / y IXIST. .to _ of TEIEP05T5 E%I5T. EXIST. > - LALLV C. out.(3)h1a GIRT LALLY C.� TELEPOSTS i r--- POST ABOVE n r Y FURNACE o r 2%10 FLOOR JOISTS 16'O.C. 2110 FLOOR JOISTS Q 16'O.C. �_ r— aIignt.p.fnew flaorloias w/exising align top of new flaorfalas w/existing PROVIDE AROUND NEW FOUNDATION WALL PERIMETER: uO (J 5/8'GA LVD ANCHOR BOLTS Q MAx.48'O.C.d G--12-FROM Z O END OF PLATES,USE 3'x3'x 1/4'PLATE WASHERS V+1t Io BOLT EMBENTMENT MIN.7 W E.P. J � PROVIDE CONTINUOUS(2)A4 KEBABS Y existing N 2,4 PARTITION ab—, Q TOP<BOTTOM OF MD.WALL 2x6 FLOOR JOISTS @ 16"O.C. on ------------------ _ ---___------ 0) o I I N - (A ofo c O POST ABOVE m r U m l THICKEN CONCRETE SLAB TO I U O 12N I W'CONCRETE CONTIN,FOOTING 2x10 FLOOR JOISTS Q 16'O.C. _Y — O On C UP _o_ fb TO SUPPORT 2x4 DRG.WALLS ABOVE i i align w/axlaing W EECD g on I I I ALIGN O Q7 V Q on SPARING WALL 3 3 . 2x10 FLOOR JOISTS 16'O.C. -I I g'CONC.BLOCK KNEE WALL Q X POSTS ABOVE N align top of new floor Iola,m eimm� I UNDER 2x4/6 WALLS d L/————————————————— r pp Q O O NEW STL BEAM5 f—t— I ALIGN TOP WITH T.O.FND WALLS I I Y5 DOWELS W �LL M DRILL a GROUT 0. ®, TO E%ISTNG FOUNDATION d MST.FOUNDATION WALLS d TOP a BOTSOM TTRCAL POURED CON CRETE ON PTG. _� I _ H55 4"a4'a1/4" �L WALL INTfRSfCnONS TYPICAL Q FULL BASEMENT U 30'OPENING TO L J to Q CRAWL SPACE 2. �17x36'•36' ////// I CONCRETE FOOTING 2'-2" Wo.Q16"O.C. CRAWL SPACE ,I on O — - - —N Q ROOF RIDGE: O' F SI MP SON"TA I B STRAPS D, 0 — —— — — — — QEVERVRAPTEK WO S --_---- ___Tr — 2x12 RIDGE BOAR S _ d0 'REMOVE EXIST,PO CH STEPS J a I I I F 2. /ROOF RAFTERS H G.N C. G. W/5 P or RAFTER SHEATHING m A G. 4'CONC. B W/ ifl Q 16. A5PHALT OOFSHINGL5 G.GW.W.M ABOVE 2x6COLAR TIES 1 CONTRACTION JOINTS II , I - o OC. Q — ———————————————� ——————————— ——— O W a o Luexisting second floor existing plate height W'U-T CONCRETE FOUNDATION FROST I or -- — WALL TO RECEIVE PORCH LONG.SLAB I I u°I IXIST. —FLOOR-BEYOND d W ' ----------- ___ DROP T.O.WALL 12'+/-BELOW MAIN FIND.WALL ON TOP OF BELOW FRO M0ST LINE J FOOTING BOTTOM TO BELOW I a J INSTALL NEW x _ DOUBLE-HUNG WINDOW Ul I I w I I C EXIST, W prop. O 5 EfTERIOR WALLS 13'-Id' _ INSTALL NEW VINY-5HINGLE5. :"a ,w W OFFICE BRAND TBO BY OWNERS I I I 0, YI C,1 4-THICK POURED CONCRETE 51A5 FLOOR WTH Gx G-W 1.4-1.4 I� W a 2-+/-STONE VENEER OVER COMPACTED GRAANUTAR BASE ca e ExTENCK WALL5 I I PITCH 2'TO O.H.DOOR existing first floor � � _ //,/, a 0- j W O / IXIST.2xB FIR.JOISTS Q 16'O.C. MSS dod'kt/4" I 6 _0 / Mir-im exist. / I I FOUND.WALL / FULL I — — — — DROP T.O.FND,Q OR IB'+/- — — — — I I m J 0 / BASEMENT L J / IXI5TING CONC.FOUNDATION WALLLL EXIST.CONC.SLAB FLOOR / CONCRETE APRON ONTHII 6'CONTINK POURED OUOUSCONOCUFOOTING NDATION WALL C tV O BOTTOM TO BELOW MOST LINE(4'MIN.) basement slab _...,_.............../, U O Gr F 26'-O" d M5TING)4'-0"+/- FOUNDATION PLAN PROPOSED ADDITION _I DATE: 12/02 1 2019 ad 1/4"=1'-13" 005TING WALLS SCALE: AS NOTED S4 SECTION through OFFICE �_, NEW WALLS A 5 1/4"=1'-0" DRAWING#: A5 - 8