Loading...
HomeMy WebLinkAbout0141 FOURTH AVENUE (HYANNIS) - Health �141 FOURTH AVENUE Hyannis - -- - --- TOWN OF BARNSTABLE LOCATION I(// -{,r t 4v,, SEWAGE# d&4> n e 7 VILLAGE kAr� ASSESSOR'S MAP&PARCEL ale.//7 1 yf-Jyy INSTALLER'S NAME&PHONE NO. r� ✓c�d.' >`r��-�iL-�is� SEPTIC TANK CAPACITY /1cG /000 LEACHING FACILITY:(type) CAr o burr (size) /3 s NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: Z FPS 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 facility) Feet FURNISHED BY FuIJ Sl2.e A BUILT PR n16 �w� �N SX&T FI Lf, -i )IS'&A mar L Q,�k n rn; I µA•%yT'K /Soo jJ 72,.1h `F ,60 -_ - - c0 i G, / J f AToC =/9" aTc [can's' A Too = r5 ATo o- aB• A To r =117 11 4 Ic• F= 37 Y a Te F TO -,72 A y Q G' e TO G =J4.r Town of Barnstable Regulatory Services Thomas F. Geiildr,]director r * BARV rest r :- 9� MASS, ®� Pighi lnc Health Division Thomas McKean,Director �; 200 Main Street,Hyannis,MA 02601 U) T., X Office: 508-862-4644 Fax: 508-790-6304 cll^^ I[nsta.Her&DesiMer Certification Form JIDate:.116 / Sewage]Permit# Assessor's MapTarcel 2,4 5,111 ]designer: IOW 4"PAI Iustaner: P�t�- Ua,lGrl Address: 93 of 1 !AI it Address: lax 7✓/ Gi1aKa J�,P � On was issued a permit to install a (date) (installer) septic system at u r'�L AVQ 1 KL based on a design drawn by (address) n 0 J. X_ pu dated I rf-v. (d igner) I certify that the septic system referenced above was installed substantially according to the design, which may include.minor approved changes such as lateral relocation of the distribution box and/or septic tank. a So, [ r-e eM n v*.l k.M r e e�iq r_ W" 6LI40 dO nL I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. �SN of MAssq C DAN I EL A. yes o OJALA (Installer's Signature) " CIVIL N0.46502 SICMA y (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO ]BARNSTABLJE PUBLIC IEALTIHt DIVISION. CERTMCAT)E OF COYRUANCE WILL NOT BE ISSUED UNTIL BOTH TMS (FORM AND AS-IBUffiT CARD ARE RECEIVED ED BY TIDE BA][NSTABLIE PUBLIC IDEALTH IDIMIOIY MA1a K YOU. Q:Healtb/Septic/Desigaer Certification Form 3-26-04.doe P. VALERI CONSTRUCTION, INC. PETER VALERI P.O. BOX 751, MONUMENT BEACH, MA 02553 • (508) 564-7244 • Fax: (508) 564-7245 • 0 Po M.a K k" ,`rr \ ri I i r I� I C ! ATocZ /5 �c � _ 1c � y i -,—o / 7— OJI& � Town of Barnstable Pit 1 S�3 BIKE ? �p� c• Department of Regulatory Services ,) :.Aarvsrw.r�. Public Health Division Date rn y MASS 200 Main Street,Hyannis MA 026o1 EOAu+ O/ Date Scheduled ` U Time / Fee Pd. /DO. OD ;c Soil Suita/bilit/y Assessment for Se e Disposal Performed By: D a)1 b G >(�• I� Witnessed By: L� A LO`Ge'A�TION2&rGENE i ci)E Qp `TiON�; t 4�i Location Address K/VI` �O�r,r,l /1..QOwnersName (�UV,� .. /T t/Jt./ ell Address 1\ Assessor's Map/Parcel:QfJJ/f17 .� Engineer's Name NEW CONSTRUCTION REPAIR Telephone Land Use C I e ar f Slopes(%) O '.� Surface Stones Distances from: Open Water Body;6l o ft Possible WetAn�>100 ft Drinking Water Well�/G0 ft Drainage Way �(0 ft Property Lme 7 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Z Q ro • � I four-4 Auenae Parent material(geologic) 1 I t/l Q(41 1-a0! Depth to Bedrock >`�� Depth to Groundwater.Standing Water in Hole: IV Weeping from Pit Face / Estimated Seasonal High Groundwater�_/V A DETERNIINATIONEOR SEASO14 10b;AwATER;TABLE Method Used: IU G.LA.1 Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft \ Index Well g Reading Date: Index Well level Adj.factor Adj.Groundwater Level nJ\ 'PERGOLA:TON;TE•ST;,:..._.::4??atc,..._: Tine:,.. 4 Observation " 1`0 Hole# s Time at 9" U Depth of Pero S2 Time at 6" Stan Pre-soak Time Q Time(9"-6) End Pre-soak RateMinllnch Site Suitability Assessment: Site Passed L7 Site Failed: Additional Testing Needed(YIN) Original:Public Health Division Observation 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. QASEPTlMERCFORM.DOC - DEEP OBSERVATION HQLE;'LOG ". Hole# S.;kr.F Depth from Soil Horizon Soil Texture Soil Color Soo Other Surface(in) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% e IZ-3(p �S 0 -/ -- DEEPOBSERVATIOPi Depth from Soil Hoizon Soil Texture Soil Color soil. Otter Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency%Gravel) 10 3 L S layk%y >y 13z C M5 2.Sy 61,b DEEP,OBSE9--M ON--HOLE--LOG- Hole: Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency%Gravel) DEEP OBSERVATION HOLE LOG; Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.°/Gravel) Flood insurance Rate Mau: Above 500 year flood boundary No Yes Within 500 year boundary No Yes Within l00year flood bound aryNo Yes_ Depth of Naturally Occurring Pervious aterial Does at least four feet of naturally occurring pervious material exist in all areas Observed throughout the area proposed for the soil absorption system? :1 e S If not,what is the depth of naturally occurring pervious material? e. Certification y� I certify that on 5 /�`— (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 310 CMR 15.017. Signature ` ' y Date QMEPT1C)PERCFORM.DOC fo' No. 0.����— t�G 7 ` Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Y. 2ppliLation for aispoSal 6pstem (Construction Permit LO Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) F(Complete System ❑Individual Components r.• a: Location Address or Lot No. � /� r *41 4"k Owner's Name,Address,and Tel.No. 0 Assessor's Map/Pazcel 1 yf_ 1/ _ %. f_/y Installer's Name,Address,and Tel.No. n Designer's Name,Address,and Tel.No. t{{�i . v4Q,.' A4 4l f/ /19p/t l�v.•J {p ACL� 7 Wl/�. �C �:..!"1 `r�U ^V Io O- y:Lell Type of Building: Dwelling No.of Bedrooms 6 Lot Size i f 5r/ sq.ft. Garbage Grinder(96) Other Type of Building No.of Persons Showers( ) Cafeteria( ) -Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date —% /to Number of sheets Revision Date e4 y 1 Title 'T fk S Xr._)�e P14-w Size of Septic Tank /,Soo-T,M lam Type of S.A.S. .S—.170, t'�c m fir.• Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 Signed Date /—Af--i 19 Application Approved by Date Application-Disapproved by Date for the following.reasons Permit No. ©� —��9 Date Issued No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: , PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Y es ftphcatlon for Disposal 6p8tem Construction permit Application for a Permit to Construct( ) Repair( )`UpgraPde( ),'Abandon( ) 2/complete System ❑Individual-Components .. Location Address or Lot No. /'y/ F��i ti /4✓� T Owner's Name,Address,and Tel.No. ; jej-t Hq.nn'r� Assessor's Map/Parcel /�cl�+p Installer's Name,Address,and Tel.No. y Designer's Name,Address,and Tel.No. ta 44 / / j444Z,4 Type of Building: Dwelling No.of Bedrooms 6 Lot Size /f. 9r/ sq.ft. Garbage Grinder(A,6) ' Other Type of Building �,.�s0,�,, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 4Z::� gpd Plan Date _3_/S rQ Number of sheets Revision Date i4, Title T' X--L 601. Size of Septic Tank j rao 7,F 4a= / r,YL; Type of S.A.S. Description of Soil Nature of Repairs,or Alterations(Answer when applicable) i Date last in gpected: 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 a h. -� Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued 1 1 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(✓) Repaired( ) Upgraded( ) Abandoned( )by at 1 has been constructed in accordance / dl 1 Y9 { % /'/. n t - f"� with the provisions of Title 5 and the for Disposal System CoV r g� i6n Pe) it o. / -�sl 'dated /Q t.. Cm Installer h to I/c/e/ ' Des r'e l- 1, #.bedrooms �A�. r Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system w'd-fimcti gne . Date l ` ( �' ! 9 Inspector fir, No. Fee rD THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal Opstem Construction 30ermtt Permission is hereby granted to Construct(V/) Repair( ) Upgrade( ) Abandon( ) System located at . u 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 completed within three years of the date of this permi. Date / b Approved by 1 / 7- Town of Barnstable P# 1S 7 3 taa IW. y,' a Department of Regulatory Services :.aNau.rr : Public Health Division Date tatsv. � 6jq. �e It�200 Main Street,Hyannis MA 02601 Date Scheduled ` Time / Fee Pd. /gr7 DD ►1� Soil S itability Assessment for Se a Disposal i L�er Gt�SGC�(/,Q� X. Performed By: Dah Witnessed By: jm hw) ;GENE ti"n'"iIiO , v`TIONy r..�t a> „ � i Location Address /4/ FOt&s4l om. /l..Q• OwnersName 1 I/�vy,� .. ' T /�W t T t/f-v\ M M Address Assessor's Map/Parcel: ///7 .' Engineer's Name .J,J Q(,tJ tom• "e NEW CONSTRUCTION REPAIR Telephone 570�-) 6�di.^ I{S Lend Use C I e Qrt° Slopes(%) 0 Surface Stones I"Q, r Distances from: Open Water Body 7 0 R Possible Wet Area 100 ft Drinking Water Well'/ 6/ ft Drainage Way �>�0t/ ft Property Line 7 15 ft Other ft ' SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) Z Q ro 145. d four-F Avenue Parent material(geologic) V /t�i1. � Depth to Bedrock /� Depth to Groundwater.Standing Water in Hole: V/� Weeping from Pit Face" / Estimated Seasonal High Groundwater N/1T DETERMINATION:EUR SEASONAY}HIGH WATER.TABLE Method Used: A)G W Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment R ]ndex Well 6 Reading Date: Index Well level Adj.factor Adj.Groundwater level_ PERCOLATION TEST I)atc Trmat._.. Observation Hole 9 5 Time at 9" , (! Depth of Pere SZ Time at 6" Start Pre-soak Time Q Time(9"-6") End Pre-soak /,./�,,—� Rate WnJlnch f11,17 i'/C Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original:Public Health Division Observation 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:ISEPTICTERCFORM.DOC .. DEEP:-0BSERVATION HOLEyLOG . .; ...Hole#� Depth from Soil Horizon Soil Texture Soil Color SOD Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency. el 0-R L5 R / 3��3Z 1 Z ,sv1IA OBSERYaATIQPIHOLE Depth from Soil Horizon Soil Texture Soil Color soil. Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. �0-;7ZF5 �%y >4!3L C M5 DEEP.OBSERVATION=HOLE:LOG Hole#. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Ivlunsell) Mottling (Structure,stones,Boulders. Consistency%Gravel) DEEP OBSERVATION HOLE LOG; Hole#. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No Yes_ Within l00 year flood boundary No Yes Depth of Naturally occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throtighout the area proposed for the soil absorption system? 7 e 5 If not,what is the depth of naturally occurring pervious material? Certification � I certify that on //(` (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 310 CMR 15.017. Signature G - Date ' l Q:\SEPTIC)PERCFORM.DOC Town of.Bairnstable >P# IS33(P Department of Health,Safety,and Environmental Services �3 ' Public Health Division , . Date Q,. 3.67 Main Street,Hyannis MA 02601 S nARNfrrA A rE � Date Scheduled ;_7 /Z�Zl 2 Time Fee Pd. 0/00, 4 D' .!7 Soil Suitability Assessment for ,dieWage Disposal eD y: L6l) `L GD��a ye S Witnessed Performed II � ::::.},•:.,:.:}•:,;::,}:.,}r;.;:r:.},:•YY:r.: }}:.:::{•;:... ::•{:::............. ........}}.:•{.:?,:..:..,:.,.::::...................... ,... r,}YrY,•Y>Y)?:::.,;•,:• v:F,{•::'fi::::::•}�?F:i:r�i'{::u r•' ,'9?i::S��!}....... ..l fr: '��y?• ��y'.5 ��,,,��((( ?�� +'��rQ:f.•::.::my;••4;!/.;•y:?:???}Y)?i:C` ?i?:•.'Ynf.::. Y}: m:%f�• h:+ :�•;�?7iti�>i��.'yy/��((�:h:•). .i�..•'.r lY�' ���4:�\.. •Si: •.:4r: ....viJ:2v':�i})Y};4)):t•}}:::tit{t•YY:ti4r:::•.?iY.4' :..:r......v. � is::: ::::::::.v. :.{vn t.,y••vt ..`? }:4:::..•.{.Y?YYY:�:4Y:;i:•:{+<t •.v;, :t.;•.v::..w?:ii}•.: Location Address �I ro /t Owner's Name t,J. t 1l't < A,•dfet4t Address Asscssor's'Map/Parcel: ✓ b Engineer's-Name Cb•U W V'I— e NEW CONSTRUCTION REPAIR Telephone# 3trac2 Land Use L alNr_� Slopes(%). O-� Surface Stones A01-2 LQ- v Distances from: Opcn Water Body �(w ItPossible Wet Area >100 R Drinking Water Well ti Drainage Way >l�� R Property Line >L/ R Other R SKETCIi:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) .00 7ro x o . ti fo A ven Parent material(geologic)y(a' t a 0 u Depth to Bedrock 00 Depth to Groundwater.: Standing Water Id Bole: / r; Weeping from Pit Pace /t//+ Estimated Seasonal High Groundwater AI/ A— ' i!:•>•r's .ii}':<:;•:>: - :•:y{y: ' �7��1, •;l>' '• /:�yy��ry� :`'s''d �' yy�� �:yy� ;;yy;;{( ...t........ ::c..::•:. yy1ttY .L. : :k?1L31 '+.?i; lrt• :<;L�r;• :'D` •' f.Y:S;+;:r?.?:•Y:•...:::r::::.: :i!!,,..::...4::•r.{:n.;}}??Y:{�S.i.:.. r�.:.;.,.::tc?)Y?:�:::.sn:�{{,Y:Y...:•:::r:,�n.hY.•::::{t•:::::::�:::.:n,.:.........t..:.::r.:.......::h:t4;:{u:x•::t•.?t:r;:r•..:•:.�:.:t;:?{<%G;YY:?•>YYY;:4YY.{v:{..............r:... _ Method Used: �: l Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.!tole: in. Groundwater Adjustment R. Index Well# Reading Date: Index Well level...— Arll,factor Adj..Groundwater Level_ ::.::::•t:.-,::�<.}}}:.>:•ii•::�:i:):.}:.:{�i)?i:.}:t:«tt<tt<.•Y'.i:.}:;.}:.i))}::::.?•.:.::::.::.::.:•:::.::::...?:{.:.::::::..;.,...,v{.;. . isl•'•??)i?'•i:•)YYi'ttv?:•);•Y?}:•:•Y:•}}:??•i:{{•;;.!ti4:?•?:•?:•Y:•:vY;Yi:•Y};{:.•::}:::.: ,,...::J.�w.v::.w::::::•:::::•:•:.:;.:vw;n:''m ?. : '.. }' •.m.}:t ..'� ?'r h....,...:h:. ..,�{tt•}}:::•:,?{;}:?•,;.... p .r.Ti :::::.:n•:n•::::::::::.�::n::....::.::}:•:.:::rr:::::::.::::::hY)::..:...,.::..::....rr:::::::.::::Y'F.r:;f:vrY:{•:{4::..:::.�:..r.....:. ...... .... . ...:••.:.,:,:.,•:..�:.::..,., ... Observation Hole# —� _371— Time at 9" Depth of Perc J t/ Time at 6" Start Pre-soak Time Q 1 o fr C)G 10,30 Time(9"•6") End Pre-soak 10,G c Rate Min./inch G 2�tr 7/T Site Suitability Assessment: Site Passed_� gitc failed: Additional Testing Needed(YIN) /t/ Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant i :..M•iF+:r....S :i:({? i:k:i+}(::�Yv}i?ii�BREW Depth from Soil Horizon Soil.-Texture Soil Color Soil Other Surrnec(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Coil istency.% 040 L /OVR 10 L 5 /0yR 3y '/3 :...:..::::::.. :.}: ::.:}}:.}::::::.:.:...:!�....}:,..:•.�.y.:..rr......•�. p�Iy, .:..n:::.}}i;?+,4:•i �. J :. �( •.. �.r �: .:.}'} •: -:• .2 t::� }. .: r.::+Oi:^%C}i'.}iii:'.^{i`} V M::Il''✓�%%4::i'•}'I:vi::;:i::>C'r:{•:i��i::v ::::.r;:.r}'.}:.::.:::<,}:<.:<?.}:?:.:; �y{y;{:?.. . Ct.,Y•,rrf.;.� TxON:�.CAI:Z:, .:}+4}v'?}:;r:};+L?•::4::::::}:?.:.J���JI••.vOAIIJ�J41�� S:iw::......v:r::•:::•:r:::::.+i+4w.—:+.•:2..:.r.:..:.r;.L.C....:::::•::::y , .,}.!v;>..i::.i+?'•:{}:Y}r}}}..r:.}:;??•}i::Ci}:!}:C'J.i:^}}}i}:v<i$?•.;:}?•�>•}:}i'•i}v.:::4:n}}:•}}}:•}}}:�C}}:+4}}}}}::}:}�i.h.:}l,::w::}}.:•:::::`•::. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. ° r D-I L S Io vR 31Z ya-3P L 5 IOW1111 3�-13z G F S 2 ,5Y7/3 ...................................::.......:...::•::..:.:::..:::......:•::•:.:':p;:.:.:v.....:.:{;•:p:.::.:::}}y:.i:.}:}N�r•}tiii::is}:?iY}:::•i•}::v%::'F,.::S:'f.:j::,+.ii?;}:; "??�;st?S:;:i::;tSf i::•rii9�Y.?�:;ir: ::..a:::}:•?.;:..;.,•::::�:}::.•:::;;;•i•.✓:`:.;... .?••...d..:...r.:�:rr.a.:::, :.}} •::.::.:.:..:. Depth from Soil Horizon Soil Texture Soil Color Soil Glher Surface(in,) (USDA,) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Grav A L 5 * - p4y� -�� � L 5 1OyR2�� -q/l ....r... .:.. ..:..r . :..?. .>::?.}:}}}.:?.:?.::}:.}:.}}}}:.:.;>}.r>':;..}}};}}:.}}:fry>:.::::�_v..}}:<??:<rr: ?:::> • Depth from •Soil Horizon .. Soil Texture Soil Color Soll Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.°o Gravel) L NYRI e Flood Insurance Rake Man• / Above 500 year flood boundary No— Yes v Within 500 year boundary No y Yes Within 100 year flood boundary No.V/ Yes _= "Depth of Naturally Occurring Pervious Material' Does at least four feet of naturally occurring perviousrterial exist in all areas observed throughout the area proposed for the soil absorption system? N- If not,what is the depth of naturally occurring pervious material? Certification I certify that on El/ / Z• (date)I have passed the soil evaluator examination approved by the 5 Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature ALL TEM S SHALL LEGEND SYSTEM DESIGN: SYSTEM PROFILE MARKED WITHCMAGNNETICTTAPE OR BE NOTES PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAVD 88 99- EXISTING CONTOUR 2" PEAS GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO WITHIN 6" OF FIN. GRADE OR GEOTEX CONCRETE COVERS TO WITHIN 3" GRADE X 99•1 EXIST. SPOT ELEV. \ TOP FOUND. EL 25.0 FILTER FABRIC OVER STONENE 2. MUNICIPAL WATER IS EXISTING 8' 23 8' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. PROPOSED 5 BEDROOM DWELLING 23. -[99]- PROPOSED CONTOUR MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 23.5 Tabey 6 BEDROOM SEPTIC DESIGN NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 198 4 PRECAST H-10 BLOCKS OR ] PROPOSED SPOT EL. DESIGN FLOW: 6 BEDROOMS @ 110 GPD = 660 GPD RISERS (TYP.) PRECAST H-10 THICKNESS REQUIRED TO BE AASHO H-Za _ RISERS (TYP.) 4"ASCH40 PVC PRECAST RISERS TH1 MORTAR ALL H-20 Craigvrlle Beach Rd. USE A 660 GPD DESIGN FLOW s" MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. TEST HOLE 12" MIN. INT. DIM. �ENDS (TYP.) INV'S EL. 20.2 4' Ma / * 10» 1500 GAL H-10 14" Sl ES 21.2' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH a 2% SLOPE OF GROUND - i 21 .5 21.17' TEE SEPTIC TANK TEE 1i0" 1000 GAL H-10 14" 310 C 15.000 (TITLE ) a �� SEPTIC TANK. 660 GPD (2) - 1320 0 92 20.91' TEE SEPTIC TANK TEE °° ° ° ° ���o Do ODo=00 _���0 ,0000000o MR T 5. GAS BAFFLE 0.66 o 0 0 0 0°0°0°0° o0000000a�o 0000�oaaoo� >o °o� Locus UTILITY POLE o °o°o°o°o° WATERTEST D'BOX o ° ° ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO USE A 1500 GAL. SEPTIC TANK & 1000 GAL. SEPTIC TANK GAS BAFFLE;; ,gin°°° °° °°°°°°° 4' LIQ. LEVEL (ACME OR EQUAL) °^" ^ FOR LEVELNESS N 'o°°°°°°° o o o 0 0 o o o o o 0 0 0 0 0 0 0 0 0 °o °o IN SERIES. 2500 GAL. TOTAL .• . - ., � >°o°o°o°o ����������� D�����ODO�� °�°�°�°� BE USED FOR LOT LINE STAKING OR ANY OTHER FIRE HYDRANT c,.•- • "_ _• ::.. +: 4' LIQ. LEVEL (ACME OR EQUAL) 20.49 20.32 PURPOSE. °°°°°°°° °g 18.2' �0000000°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o` �:,... ...... .. ••.:• ,ros Y °000a000,°,ono,°,o°o°o,°,0000000�o�o,°,o,°,o,°,o,°,o,°,000ao° �000000°o°000°00000°000000000°o°o°o°000°0000� NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING '0 °°°°°°°°°°O.°°°°°°°°°°°°°°°°°° °°°°°°° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. ..:r .. LEACHING: o,o .^. o 0 0 0 0 o H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (5) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED SIDES: 2(50.5 + 12.83) 2 (.74) = 187 GPD ALL AROUND PRECAST STRUCTURES Nantucket 6" CRUSHED STONE OR MECHANICAL ALL DIMENSIONS TO OUTSIDE OF STONE: 50.50' X 12.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND BOTTOM 50.5 x 12.83 (.74) = 479 GPD COMPACTION. (15.221 �2�) Sound PERMISSION OBTAINED FROM BOARD OF HEALTH. m TOTAL: 901 S.F. 666 GPD 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) LOCUS MAP 8.5' BOTTOM TH-2 PRIOR TO COMMENCEMENT OF WORK. WITH 4' STONE ALL AROUND ( 2 5% SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND „ 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1 =2000 f LEACHING REMOVED BENEATH AND 5' AROUND THE PROPOSED 13' SEPTIC TANK 1 ' SEPTIC TANK 17' D' BOX 14' LEACHING FACILITY. ASSESSORS MAP 245 PARCEL 117 & 144 FOUNDATION- FACILITY 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS IS WITHIN FEMA FLOOD ZONE X *THE INSTALLER SHALL VERIFY THE REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. MA { (AREA OF MINIMAL FLOOD HAZARD) AS APPROVED DATE BOARD OF HEALTH LOCATIONS OF ALL UTILITIES AND ALL 13. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO SHOWN ON COMMUNITY PANEL #25001 CO564J BUILDING SEWER OUTLETS AND DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES. DATED 7/16/2014 ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM BENCHMARK: 2� CEMENT BOUND =23.1' NAVD88 ZONING SUMMARY SET IN CONCRETE. ���` ZONING DISTRICT: RB DISTRICTREQUIRED: EXISTING: PROPOSED: 8" CAP STONE r4 OF S 1 \ 1 MIN. LOT SIZE 43,560 S.F. 15,951 S.F. 15,951 S.F. MIN. LOT FRONTAGE 20' 230' 230' � L 23 (23.1] \ I MIN. LOT WIDTH 100' 130' 130' 6" LOAM AND SEED OR R �5 6 , I MIN. FRONT SETBACK 20' 16.3' 22.0' TOP OF 3" PINE BARK MULCH p MIN. SIDE SETBACK 10' 13.9' 35.0' STRUCTURAL BLOCK N 5.p0 �, f-- ' 5' REMOVAL F UNSUITABLE SOIL REQ IRED MIN. REAR SETBACK 10 42.8 11.0 23.3 N AROUND PER ETER OF LEACHING F,A6t ITY, MAX. BUILDING HEIGHT 30' 20' _ _ III-III=III-III-I _ AREA 1 DOWN 0 SUI ABLE SOIL LAYEEPLACE =- = - = =III= = = = m WITH CLEAN ED. SAND, TO BEET II-III-III-III-III-I11=III=11I-III=III-III-III-III-III-11 22�pOgE, - 3 N c�1 SPECIFIt�ATION OF 310 CMR 15.255(3) SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY DISTRICT MODULAR BLOCK WALL ?�IIIIIIIIIIIII� �IIIIIIIIIIIIIIIIIIIillll��lll III=III=III=III-"'- 2'X2'X4' WITH KEY I� -i /1 - TH6 �1 0 / o 1 T� RAZE AND REPLACE INFO: SEC. 240-91 (H) EXISTING LOT COVERAGE: 1,215 / 15,951 = 7.6% PRO 0 E w, K c� PROPOSED LOT COVERAGE: 3,112 / 15,951= 19.5% <20% OK 00 PAV D 1 N I I PROPOSED FLOOR AREA RATIO: 4,190 /15,951 = 26.3% <30% OK 2" SET BACK _ _ L r-� N CLEAN GRANULAR BACKFILL - J O 5,9 5 S.F. O �-�-� /\ 20 2 0.37 AC. o ' GROUND VARIES w oo 19.0f MIN. :.. E TING ► [24.5 ' � APACE S�,B 22.0 z 1' WIDTH FREE DRAINING o H I TH2Dw� �3 5] - BURY DEPTH - �o 6 MINIMUM GRANULAR BACKFILL o PROP SED I c�I z TH3 DWELLI 20 4 TOF = 5.0 �S°° 4 24" CRUSHED STONE LEVELING PAD i , /gyp o /� MEDIUM COARSE GRAVEL BASE , � I I J PROPOSE _ BLOCK �" I WALL -' 1 O I ... i o TEST HOLE LOGS TEST HOLE LOGS DANIEL E. GONSALVES, SE #13587 ENGINEER: DANIEL E. GONSALVES, SE #13587 ENGINEER: ° c r 23 I WITNESS: DON DESMARAIS, RS WITNESS: DON DESMARAIS, RS �2�J DWG w DATE: 10/12/17 DATE: 8/1/18 0 o. I < 2 MIN/INCH PERC. RATE = o J -� PERC. RATE _ < 2 MIN/INCH T � TLE CLASS i SOILS P# 15336 CLASS I SOILS P# 15733 EXISTIN 0 OF GARAG E ELEV. ELEV. ELEV. ELEV. ELEV. ET ELEV. �� 141 5 21 ' ETI 1 8 19. 21.5 .5 1 . 9.5 19. 98 0 0 0 0 0 _ _ _ _ 4 x4 A A A A A A EA WEST KYANNISPORT, MA DRAIN LS LS LS LS LS LS 10YR 3/2 10YR 3/2 10YR 4/2 p 10YR 4/2 10YR 4/4 » 10YR 4/4 ��R VIDE S AKED PREPARED FOR 10 12' 8 9 12 10 SIT STABILI ES FENC IL B B B B B BJOHN HORN LS LS LS LS LS LS /1 34" 1 OYR 4/4 17 0' 36„ 1 OYR 4/4 16.5' 34" 1 OYR 5/4 17 0' 35„ 1 OYR 5/4 16.6' 36" 1 OYR 5/4 18 5' 34„ 1 OYR 5/4 18 7' DATE: NOV. 17, 2017 REV: NOV. 29, 2017 (6 BEDROOM SEPTIC) REV: AUG. 2, 2018 (ADDITIONAL TH) C C C C C C REV: JAN. 16, 2019 (2 TANKS) PERC PERC PERC Scale: 1"= 20' FS FS M/CS M/CS MS M/CS I 0 10 20 30 40 50 FEET 2.5Y 7/3 2.5Y 7/3 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 of tqq Spa f �N of Mgss�,S�ry off 508-362-4541 fox 508-362-9880 / � UANIE!_A os� o� DANIEL G�1 downcape.com OJAL4 � 'Q A. ` j° 132 8.8 132 8.5 120 9.8 120 9.5 132 10.5 132 10.5 CIVIL U), (OJALA �� 00W4 Cape en f/neef/ng, 14C. No.46502 No.40980 sP NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED o���,STE� � � o�Ess ono civil engineers y.,.\_ .. Ian d surveyors ve ors oNa .f,x BUR y 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02575 DICE # > 7-088 17-088 r----------------------------------------------------------------- STORAGE - --. ---------------------------- -'- ❑ 1 ♦ 1 1 PULLDOWN I G STAIRS 1 .1 ----------• n I , ` u ' 4O 46I 1234n 46 ----------------------- Ipi II 0 1 1` M M IO , 1 I 1 , — _i , 1 I I r TT I _ "I W.I.C r _ 1 O V 0 I (, ,4TN >r CA OI ; N O 'O 1 l 0 , N i W 1 °X 1 N, , r 1 I. i 1 G 1 N I 6 44 0 II ._ I it , 2 4 � n 1 u 1 n 1" n 1 n , _ I _ I _ _ _ 11 � (02/4 -15 5 � 82/ I/2 4 O _ . _ O _ 1 ...BOLA TUBES N - BEDROOM 3 _ SEDR M 1 I II AI IN O _ R L G 1 O - - , N _ - N 1 f"4♦I 1 I'CI F���'CH o N I BEDROOM 5 CIl I cj1 1 I 1 ---- --- O 1 � I \ 1 _ O ...::, 1 Roo1= 4 = ---- ---- o - � 'Q •� _ DECK N ,n D _ \ , - I . , \ r z ❑ _ U.l 1 I N , w O X \ N 1 � a BEDROOM 4 , 'Q W N � z 1 1 N , 1 1 _ _ M 1 4 3 �5 ❑ U O TYP. CEILING LINE _ � O , V r -------- FOYER _ I I n I 1 BELOW i II X i N W M � I\ II \ I 1 1 4 M 1 1 1 10 M M 1 1 N _ , , 1 --------------------------------- - n u u n L n a II -I-O I 16 -O 9 -0 14-O 39 -O SECOND JOB ADDRESS DES IGN BUILDER � DATE REVISION DRAWN B1" PAGE SCALE L� • a • - o o HORN AND zLN�4 RESIDENCE FROPOSED CUSTOM TWO 12-30-1� � J�3AVE - 1 3 4 5 6 l 5 9 10 II I]14 15 16 1�1 SOU T �4Y R � J� �1/� I ' I I ( ( ' ' {U U GHAS OF AWINGS AY S U CI-4AS S N I F (2) XA I AN INF C M T OF A 'GONG T FOOTINGS `CB)A FO s�OR� HOME W(Tl--f TWO W P R E DR LE E F' R ER RE PO SBLE OR COMPLIANCE IUITH ALL E CT SXE D RE OR E EN LL RE E LL OTINGS SNALL EXTEND BELOW FROSTLIKE VERIFY DEPTH, LOCAL BUILDING CODES AN ORDINANCES, J D SIGNS MAY NOt H S NSI MUST DETERMINED Y LOCAL SOIL CONDITIONS AND ACCEP4BLE (4) VERIFY STRUCTURAL L DE DB E BE HELD RE PO BLE BE E B L ELEMENTS FOR DESIGN a SIZE P.O. ,BOX?8� WEST HYANNIS O T 1"��4. - � 0 FOR SITE CONDITIONS O FOR THE USE OF THESE AWIN S DURING CONSTRUCTION. ACTIC S OF CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENNEER. WITH LOCAL ENGINEER ✓r08> 494 9✓r'34 R E E DR G D RPRACTICES TR E G VEER AND BUILDING OFFICIALS. U/E8T BARN8T.4BLE M.4, O?b6B A A z C,�R � R �� I. I 63 -O .I �I II _ 2-2 -0_ 22-0 -0 WINDOW 4 DOOR _ SCHEDULE 4 -O 8 .9 13.11 8 2 5-611III-oil5-6 I TY MANUF, MOR.O. NOTES _ D Q D�� R � 14 ANDERSEN 1TW2646 c c a B 3 ANDERSEN TW21052 U STORAGE , C 3 ANDERSEN A21 0 0 D 2 ANDERSEN TW2452 - X E 1 ANDERSEN TW3052 (F) SIZED WIO BEAM 1 F ANDERSEN AW251-2 Ca 5 ANDERSEN TW2442 - N 1 ANDERSEN TW20310 -----=----------------- i C335 GARAGE U ANDERSEN O _ � 1 0 � _1 _ - - J 1 ANDERSEN 60611 DOOR UNIT = -, 4 — W K ANDERSEN TW26410 5 f TYF. 4" THK } L 1 ANDERSEN 80611 DOOR UNIT I _ @ 0 , Q CONC, SLAB W/FIBERMESN 4 6 8 TW2642 O ❑ M ANDERSEN OR EQ AL. 1 N 1 6068 DOOR UNIT X 07 1 O 2 18 X28 RD. TOP LOUVER _1 III o p ` o 0 o p m 4-11/,a. 21 N * i CIl 1 3068LN o �0 0o a O ON D OD OD D Du , D. . D )CD D D _ .31-6 lE) SIZED W10 BEAM 1 - 2 2868LN - - s - r� ( (� N ❑ _ O _1 r *3 2868LN _ r s-o _ — - — 1 i 0 o o c� 0 0 - 00 0 0 0 o 0 o c� _----= -- - ----------------------- 0 O ITo 6068 DOUBLE 00 UN (� 0 00 4 1 D BLED R cOoOCJQ�)- CoOD DOD DD - _ 1 ''PULL DOWN _STAIRS 1 u u , --=- , O GARAGE 00 UN WASHING ;: �-------------• 908 Cx C� I 6 R ED R 1 0 0 ,. U O - o o _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 --- - - O O O O -_ 'STATION ; 1 i 0 U O o o o O , o c_] o . o O O o O ATIO O --- � O D D O D , O O D _ 1 O O 0 D W0 D D D D o bLr--, D D D D - Do � WO DO o D0 __ 0 0. 0a- o000 00 00r� ooU 1'WA5/8 1=,C. DR LL0O'� 0 0 ooOoO , a o O c� coo 00 o O���D Q���l`�0�0�� O�� � O�D��O�C�O OD OD D , D D � � CEILING, D D D D D Io WALLS STEP LLJ1V - 1p N _I O 0 0 0 0 0 0 o _ 0 0 0 0 o LANDING of 0 0 0 0 0 0 0 ( 0 0 0 0 0 0 o I O L o 0 0 0 0 0oc, 0 0 o 0 o O O o � c� 0o O O O O D O O D D 0 CD D D , D D _ _ STEPS V - ;: 2 8 6 _ _ I I y� O 3,0 O _ K K A� 1 n > 1 1 _ N t N �4 POST AU R x4 S D 8 O TY . 4 L P L P P I 1pE 1 1 { 11< L AV. I O cA _ I 1 L K _ 1 r �9 _ MU' O M _ R 1 5 5 9 O D 1 KITCHEN KI E _ Q G $ , z _ I _ U _ 1J1 \ U -`--- 1 1 1 0 1 ❑ 1 _ 1 DININCzuNEN- _ 1 , , I II ,: I II'.. __ •— 1 I - 1 _ 1 I J } -----• I 2-4 2-O r I 1 � fQ I 55 il 30 6 �/ K - 1-41/4 U 1 , �� j 1 2 , 1 1 I I O 0 ❑ 1 I- _ n } r _ - mill 1 1 } 1 , I 1 . . -`--- OVEN I tt N COLUMN I SQUARE.COL O O - 1 - PANTRY 2'-8 cll OPEN _ 42 HIGH WALL l.[l N , 1 (D) SIZED WiO BEL�,M u r -n i n 1 Y DECK d N 1 1 1 SI AI rJ N I II yam. 1 I CUSt M - I 60 _ - . W 1I T ----=--- _ LINEN t� 1 _ 1 1 I - (L : t<1 _ I L ' N II❑ 6 M 11 r � — Q U n 1 W 1 cll cp O 2 1 1 LIVING c� _ O W 11 } � T I 1 _ MAS ER _ I CEILING TINE — Q 43 O i �.. I F 1 II n _ ATN _ ❑ _ - 3 -� B _ 1 11 5 4 - X : 1 0 o O ROOM 2 - O IQ BED v — _ I 1 II _ 1= N - O ER _ W II O 0 A _ �t O I 1 CATHEDR L — 1 II _ — O E � B L'b II o _ 8 2�' 13 6� 4 M lilt II nl 31 O D E D 1 11I 0 ❑ Jill (V ,i, _ PORCH . lu I un III 7 uu = 1111 4111 0 un I111 O rn — nu 11i X °O (V to uu TYP.'CUSTOM COLUMNS- ------------------ - --------_----- --- ___ ___-- -- -------------------____ ------------ STEP - ---- -------=------ , u 1 _ 1 u _ r /I I t _' I II 2 n 9 4 _ 11 �_ 4 _ _ 10 O / 824 � 94 i 39 -O II -0 8 0 (o --1 il 6 -6 6 -6 4 -5 2 -8 4-2 2 -2 -O _ 9 -O 14 O _ 24 O 55 I-oil FLOOR PLAI�IFIRST BUI�111E1111 R JOB ADDRESS DESIGN DBE REVISION DRAWN Bl' P ACHE SCALE o MORN AND VEZINA RESIDENCE PROPOSED CUSTOM TWO 0 0 o 12-30-1-f # J 3 01= 411=11-011 I 1 3 4 B 6 l B 9 10 II 12 13 14 IS 16 141 FOURTH AVE f�( WITH J� TWO I U CH I FOR COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FROSTLIKE VERIFY DEPTH.STORE' �-IOM� W ITTT TWO W ll) PURCHASE OF DRAWINGS LEAVES P R ASER RESPONSBLE R P WEST ' f /� LOCAL BUILDING CODES AND ORDINANCES, JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL. ELEMENTS FOR DESIGN t SIZE P.O, j9A ?65 (SOB, 494-9✓�-34 WES I HYANNISPORT, MA. O FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENGINEER, WITH LOCAL ENGINEER AND BUILDING OFFICIALS, lUEBT B.4RN8TABLE MA, O?666 CAR GARAGE. z `44 F ----, 5'-6" 18'-811 12'-i0" -0" 22'-0" '-011 - ------------- -- ------------ J --------------------------- -- '—— - I — 1 t A , LATERAL ;-----=----------------- ---- ------------------------ 1 UPLIFT = 1 ANCHOR BOLT AND 311X3'IXI/411 PLATE WASHER ' I ' ' 2X& PT PLATE SHEA , :1AIN HOUSE SPACING O,C. •-----� 1 1 a-----+, I GARAGE SPACING 24 a---- 1 O.C. ° Q ° :to o Do ca 1 D IN C. D ,D p to v 1 MIN,o ,L_, v e ,. I, o . oo . oo . Do , v _ ` oo . r , ' ) ) . D D D D o D C. D D D D D D D o D D D o D 1 , e Q e 4 ° 4 e Q e 4 4 4 4 4 L = o . oo Do . D o 1 0o Do Do 00 . ao .10 �p IX 1 . - I�Q D D o D C. D o D D o D q, p o p ° ° ° 1 ° ° 1 ° FOUNDATION WALL o _ . o o v v c ,o a D ,m , e e e e dL• a < o Do Do D Do o . Oo oo D o D D " ❑ D D o D o D, a D o D o ) Vr ° 6 -12 FROM END ° ° ° ° ° ° . � N o D D. O v O O v v o D c Oe v 4 < _ OF 4 PLAtEs 4 4 4 4 4 Do o Do Do Do D 4 4 D o D o D o D o D o D D D D O D o D _ O 4 O v O 0. 4 44' WA e e -44- • Do o Oo Do N D o D o D , ------ ° e Oe n r 4 < 4Oe N 1 r 1 1 I 1 t D o 00 D o 40 � TYP, ANCHOR BOLA' SPACING I - ----- - 1 1 1 EGRESS1-3 V2 WINDOW 1 1 1 - 1 1 1 — — ------------ ---- ---' 1 r-------------- ---.----- -- '1-------------- --------.-----------.— -------.-- -----------.---------- --- -- --' 1 1 -- ----------- -- -WELL — ) — — — J a 31�11 X II�II ' 1 .. :: :::: :f ;i 1 O N I a , 8 UJA - 1 ————————— —- ---- -------------- ------ ----- - - - -- ----- --------- ----- ----- ------------ - - ----- -- -- _ — — ,II " O i i i iW ---- -- -- , I -O 't -O - 1 1 BATH (� O TY . 4 THIG = - CONC. SLAB ' 1 1 W/ &MILL POLY } _ AND BER E J Qk O. 1 1 _ O EQUAL.1 30 X15. FOOTING _ u M(� M BEDROOM 1 2- _ 1 PUMP X / / / 1 _L_ - _ — L_ _-L__/_ V TYP. 4X4 PS POST . 1 ; 11 . 1 I1 , , 12-1154 10 -35/4 8 -il _ 9-9� 1-l0� 3 -1 — lu T1 STEEL COLUMN 1 A I A) SIZED LVL s O , 'I 30 X15 ra I 1 O , oorlN I I t r G e e I O 1 M BEARfNG'':WALL_...:. W I .<: • N , 1 X - _ I 64� - 82 - O 1 F OT 1 I 4 1 v ) 1 I VI l v ° T 1 Y V Y V 4 N 1 1 - , -.. -.. i 1 ___ ____________ ____ ____ ___ ___ v v v. Do 1 11 II II __ _____________ __ ___— ____ 310 X36 X S CONC- FTC. ---------------- --�----_==_=_=__----�----- __ -------- t t 1. ( t l Y Y Y W/SI S'`T COLUMN. Y Y Y o o ZED EEL _ I I e e 1 -3 2x12 4 � , > > > > ) ) v v y v o Do 11 1 1 C t 1 .:. T1'P: 30 X30-X15 ' D D D I ` 1 _ v 4 '� a- > 1 CONC- FTCx- W/3 1/2 10 CONCRETE WALL e ° - 1 RD. 1 I U Y DAMP.. PROOFING CSA o D o CONC. -_' — _ N FILLED 'COL: � cj A A N PLAYROOM APPROVED- fa w t o (n D D D 4 POURED CONC, cJ'LAB 1 } I I ,16 O Y Y Y Q I �W - - v - v - Y - e N 1 UTILITY AND v 2X6 1GE`I' I 1 1 /y� /�� V , (A (A (A (A A , , , , , I I : V TOR A V E '. B _ o .- Do Do Do � o Do De _ A e e n A A n n A A 4 a ) ) ) a 1 t ' 1 , l0 X24 CONC- FTC, -- - --- _ A n '� 4 — D�4 to t^ to to -tA. C^ t I a---- ---------------------1-----------� -1— --- —, (j /I Q I I I 11 W Q C v - v - v ' v D D D D D Dvn n ' .1 K�—J�4 -O A > A > A > A > A > A >- , >- COMPACTED GRANULAR 1 A A A n A A ° A t o t^ I n t t t t t c 4 4 4 ' ' 1 Y Y V V Y • . V Y Y Y V V a_______.,.____— —_.,. _--_____—_1______________ _ —_ ___ ____—_ ________ _______ __ ____ _______ —_ - 1 1 - - v - o D o D o Y - - . v ----- -- ---- (� -11 3-2x12's 1 , > > > > > ' ———————————— ————— -----' > > a _ 1 to to to (A (A :t A (A (n (A (A (A (A (A (A N a_ ___ ________._______> _ ______ O 777 24-O 9 -O 14-0 a,_ Oil 8 O FOOTING FOOTING DETAILS— Ale55-O II WALLCONCRETE FOUNDATION : SIGN BUI.�. JOB ADDRESS D� D� REVISION DRAWN BY P� SCALE HORN AND VEZINA RESIDENCE PROPOSED CUSTOM TWOU/ww164000M 12 30 11 0 JB *_' or-11 v4 -i -o a ,{ STORY 1�/ HOME WITH I t J� TWO 1 - 1 3 4 5 6 1 e 9 10 11 IT- 13 14 i5 16 141 FOURTH AVE S I OR I HOI IE WITH TWO JU (i) PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE VERIFY DEPTH, �- LOCAL BUILDING CODES AND ORDINANCES, JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE l4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE P,O, BOX?85 -I /� S t /� (✓�OBJ 494 9✓r-34 WEST 1"t�f-iNN(`�'POR I � �f-4' /� /� R ��� /� ��� O FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. U/EST B,4RN8T.4BLE M.4, 0?66B ; CAR A .�