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HomeMy WebLinkAbout0057 COUNTY SEAT STREET - Health 57 COUNTY SEAT RD. , HYANNIS A 291 165 I i o e II I f;, F (� TOWN OF BARNSTABLE LOCATION-5'7 `®orj 7q Saif-r & SEWAGE# QOIG®®Z7® VI1 LAGE . HVAAVIf , ASSESSOR'S MAP&PARCEL ,/ INSTALLER'S NAME&PHONE NO.Q4P& '6'F-CWrc_W4'5&S � q '7 217 SEPTIC TANK CAPACITY 1500 0—_* ,L0t) LEACHING FACILITY:(type'l(a)5700TAC_ cg4g g S (size) NO.OF BEDROOMS OWNER 1/ At-7Ek g, DE COQC5. s4N PEAS PERMIT DATE: R-9 �XQ(�p COMPLIANCE DATE v Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility f41,4 Feet Private Water Supply Well and Leaching Facility(If any wells exist on r site or within 200 feet of leaching facility) N/A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 11s I� Feet FURNISHED BY (24P&. (,P E � v � ta i el R t; No. " Fee (Oro THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 21ppYication for Misposal *pstem Construttiou permit Application for a Permit to Construct( ) Repair()() Upgrade( bandon( ) Complete System [I Individual Components Location Address or Lot No. 5-7 �'(D OWN �T ST ' ) A Owner's Name,Address and Tel No. Assessor's Map/Parcel R91 f 5-7 coiU� �G�T S� /'f Y -ooj, is Installer's Name,Address,and Tel.No.50!Z-47 7-22 1? Designer's Name,Address,and T 1.No. 568-273-0371 (2A0GW.XD GAY /1(S , t(.<- mac. G .il �2r� **jc- i of �-�- St-�P .e�3 A18 54 c C, Type of Building: + Dwelling No.of Bedrooms 3 Lot Size a O(44 t sq.ft. Garbage Grinder( ) Other Type of Building Plj�g l C>6).1T#4,V No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 3-�4 7c ,!q gpd Plan Date :9"5 d aU ap Number of sheets I Revision Date Title-5-7 CoUlsj� 564=-1 �E 4YAOI< S Size of Septic Tank 1500 QA{g,ajJ Type of S.A.S. (a) s00 " Q44k?62•S Description of Soil MGb(Q&,k ,SAu"D 9!,V 36P11 /5 P64i Nature of Repairs orAlterations(Answer when applicable) Z{,DS�(-�(, tjt jg f M, (?o IO J�-tSVriC- 7` IU V-- Zb N&A) fl-.1Q n 4®1C 1-b (a) 500 [.18-4Qt4 t&X-- 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'T;eal'i Sigd, Date Application Approved by ! Date Application Disapproved by Date for the following reasons Permit No. Date Issued No. C1 o � � �� �: Fee l - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for MispoSal *pstrm Construction Permit Application for a Permit to Construct( ) Repair Upgrade( )(Abandon( ) Complete System ❑Individual Components Location Address or Lot No.{j-1 0-0 utJN 5CMT 5 71 V Owner's Name,Address and Tel.No. WY fig,,n,( wsi�-rER--�- �c�uC5 �•4-��c-RS Assessor's Map/Parcel aR 57 GoL.,wT S6A'T 5T H y x &)t.S Installer's Name,Address,and Tel.No.50S-147 7-$Z77 Designer's Name,Address and T I.No.SO$-273-0377 c�4o2✓wtDc- C,vt /115sS Lc•c.. Tc c �J t1� wiC. ( 3 Gc) �.r �? SEf P ag S� C. t�' 090Y C.Cu te. Type of Building: Dwelling No.of Bedrooms 3 Lot Size O(44± sq.ft. Garbage Grinder( ) Other Type of Building R,GS I( 6bWrt6¢-tom No.of Persons Showers( ) Cafeteria( 'Other Fixtures Design Flow(min`'required) 3 30 gpd Design flow provided `r✓9 r Y gpd b Plan Date "S-a0((p Number of sheets Revision Date Title .57 C 0V&JT4W Se�4 ff 5T4_Gr�'T 4YA OK)(C Size of Septic Tank s 00 Ggaoij Type of S.A.S. (a) S[x) GAL" Ck444k keL Description of Soil MCb MA& SQu-b Nature of Repairs orAlterations(Answer when applicable) =0S _ -1A- u y-- ZU N 0.J N-ao n--t o x- 1b (;) . oy <S+uo,y +4-ao r7uOLA( - } Date last inspected: w Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in ,4 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 Zea ± S Date 1?-9-aof Application Approved by Date ` ` 6 Jf Application Disapproved by Date f for the following reasons 1 i Permit No. Date Issued --------------------------------------------------------------------------------------------------------------------------- ---------- ' - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired OO Upgraded( ) Abandoned( )by CA PGw t D i,= GDT 1✓jj4R 4lS6-T LC�„ at '? �,o ytjDj SpP-r s t 14 sl has been constructed in accordance Q with the provisions of Title 5 and the for Disposal System Construction Permit No. ,ZOl 6 ;2W dated Installer C A.10� t�f ?�IJTL CPAJ6&-[' L4-C Designer �G �dS����Jt"7�1�C� �lV G #bedrooms Approved design flow 3 3 gpd The issuance of tliis pe it shall not be construed as a guarantee that the system wi 1 n ib 1 as designed. Date f a Inspector - ------------------------------------------------ No. Cat CJ"�-7v Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS MispoBal *pstem Construction permit Permission is hereby granted to Construct( ) Repair(X Upgrade( ) j�Abandon( ) System located at J C 0 U 1,JTY a4Q 66= 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 tspmust be completed within three years of the date of this permi C Date tj rc/ `�!0 Approved by J 8/23/2016 12:33 5082730367 #4989 P. 001/001 ®� Town of Barnstable Regulatory Services Richard V.Scall, Interim Director Public Health Division Ec � Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax; 508.790.6304 Installer& Designer Certification Form Date: Sewage Permit# 201( W-2 7C3 Assessor's MaplParcel Designer: SC- TnG. Ilnstaller; Gage-wide t;nf�rQfise.� Address: Z85y G.ranbt.rrJ l4ja4nwaj Address: I-5'J G'o%,IwiercCo, &V(ee_.t On `q r 1 (,� C*mowide L=t* re(Vw5 was issued a permit to install a (date) (installer) septic system at 57 Coin+x 5 ea4- S+ree f based on a design drawn by (address) dated PtUSuS 5 Ze 1 io / (designer) V 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. Strip out (if required) was inspected and the soils were found satisfactory. 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-bLlilt 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 a with the terms o e _ of the AA approval letters(if applicable) �P� qs cy dOHN L U CHURCHILL JFL N CI L 4 t ler's Sig re) B�® 98A7 6—� A esigner s Signature (Affix Des e1 amp Here) PLEASE RETURN O RAMSTARLE PUBLIC DI SION. CERTIFICATE T OF QON PL);A.NCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUMT CARD ARE 1�ECEy'VIEID I3Y T IE 13ARNSTABL+ PUBLIC HEALTH DIVISION THANK YOU. Q:1Sep1ic\Dcsigncr Certification Form Itev 8-14.13,doc Town of Barnstable P# ( _ Department of Regulatory Services ru►nr+aranr� >i Public Health Division Date MA9.4 �Arftda� 200 Main Street,Hyannis MA 02601 r rr ' N Date Scheduled Time—1�-�-1=� Fee Pd._ VV GJ ►.` . Soil Suitability Assessment for Sewa e Disposal m Performed•By:_M1A UAyV? . rl:1, , C•S.F, Witnessed By: ✓t LOCATION&.GENERAL INFORMATION _ Location Address Owner's Name �Ar-TEr2 9 aF_Lo12Cr5 SAAJ GXS ,57 eo u,v?Y 56:4, s T H VAUP15, Y Address J7 CC o j,- e e*7 .5T 14 Assessor's Ma /Parcel• ` P wJ Engineer's Name SG G�j I 1��ZLZ NEW CONSTRUCTION yRREPAIiR Telephone/k 502 — ` -? _�7 • , 5'08-�73-03271 • Land Use t P. hall/ (JI1! ))IA Q Slopes(%) Surface Stones Distances from: Open Water Body >� 0 ft Possible Wet Area 2 100 ft Drinking Water Well )5® ft Dralhage Way : > l V ft Property Line ft Other P ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&Para tests,locate wetlands in proximity to holes) See A 4Jrc6d St It Pko Parent material(geologic) ` `t Depth to Bedrock � �J�1t 'v G Depth to Groundwater. Standing Water in Hole: > �" 'J�c✓ Weeping 1YotT1 Fit Fnea �• p�4 ���J Estimated Seasonal High Groundwater DE ATION FOR SEASONAL•HIGrH WATER TABLE Method Used: l�f/P7�CL O��efi/Q�iOn Depth Observed standing in obs.hole: 3 a In, Depth to soil mottles: 7 Depth to weeping from side of obs.hole: In, Groundwater Adjudthient Index Well•# Reading Date: Index Well level Adj hetor, ,_. Aru,Groundwatdr•Level. PERCOLATION TEST bate 7-do-1& Tijae,_, 00 an, Observation I Hole# r Time at 9" � Depth of Pero s S�4 Time at 6" Start Pre-soak Time® .acV am Time(911•6") End Pro-soak CL tn Rate Min./Inch Site Suitability Assessment: Site Passed } 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 Conselrvation Division at least one(1)week prior to beginning. Q:ISEPfIC1PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# +o Depth from Salt Horizon Soil Texture Shcl Color Sall. Other Surface(in.) (USDA) (Munsell) Mottling (Stnucturo,Stones;Boulders. . , ., tslatency.96't3ravgJl Tr 3�',3��� C !"1 �Uw► sail V l l� Cr�Ve , DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sall Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. Consistency, DEEP OBSERVATION HOLE LOG Hole# Depth from Sall Horizon Sall Texture Soil Color sell Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stapes.Boulders, L • Flood Insurance Rate MOD: Above 500 year flood boundary No. Z _/ Yes Within 500 year boundary No V, Yes,., Within 100 year flood boundary No. Yes Depth of Naturally Occurring Pervious Materlal Does at least four feet of naturally occurring pervus mtiterial exist in all w'eas observed thrpughout the area proposed for the soil absorption system? • If not,what is the depth of naturally occurring pervious materlal? .. Certification 1d-old- q°I 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 d experience described in 10 CMR 15.017. Signature Datb , Q;W8PTIC`\PBRCPORM.DOC 1 TOWN OF BARNSTABLE r� r LOCATION L7 'C��—& � Sc At 1PA-t�j� 1 SEWAGE # �00-,2 LOCATION i4 v AtN�r S ASSESSOR'S MAP&LOT s dl INSTALLER'S NAME&PHONE NO. Wfil E WL&rJ SFp C 77 T-?77,6 SEPTIC TANK CAPACITY y f� LEACHING FACILITY: (type) .- 0 M_J 1i;P l S (size) t a S e NO.OF BEDROOMS BUILDER OR OWNER.? JLip PERMITDATE: Iliql-,�i-gQ0 _COMPLIANCE DATE: ® � Separation Distance Between the: '{ Maximum Adjusted Groundwater Table and 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. 1f �lil �. . - �. k .� � ' � � Y" 6� � r .� � eI �� i ` � ... 'Mi �� � ,, �c� I � ' � ��y. �i �# � - ' a-. ryL4 .1 _ y, r No. "r©D� f Fee $5 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: e PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 21ppYication for Migw6af *p5tem Construction Vertu Application for a Permit to Construct( )Repair( X)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 57 County Seat Rd.. , Hyannis Delores Sanders Assessor's Mapll-&l Installer's Name,Address,an Tel.No. Designer's Name,Address and Tel.No. Wm. E. Robinson Septic Service PO Box 1089, Centerville 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 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil q qn ri Nature of Repairs or Alterations(Answer when applicable) Title-5 leach system consisting of a D-box and. 2 concrete chambers with stone all around.. 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 EnvironmentalCode and not to place the system in operation until a Certifi- cate of Compliance has been issu�by this�s��alth. Signe ` j "� o� Date Application Approved by A Date Application Disapproved for the following reas s Permit No. Date Issued ' 0 No. Fee E THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: UBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS / "Y 2pplication for Migoe;ar *pztem Construction Permit + Application for a Permit to Construct( )Repair( X)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Qddies ,or Lot No. Owner's Name,Address and Tel.No. 57 Ca>lrity ;Seat Rd.* , Hyannis Delores Sand.ers Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Wm. E. Robinson Septic Service PO Box 1089, Centerville 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 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil S n n d Nature of Repairs o klterations(Answer when applicable) Title-5 leach ;system consisting i of a D-b ,x "and. 2 concrete chambers with stone all around. Ff Date last inspected: ` ' x 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 Certifi- caie of-Compliance has been issuSo by this f&alth.' o- Signe o Date Application Approved by l2 Date Application Disapproved for the following reas _ Permit No.R "`� Date Issued — -------------- :=--- =----- -------- "' THE COMMONWEALTH OF MASSACHUSETTS Sanders BARNSTABLE, MASSACHUSETTS Certificate of Compliance X THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by Wm. E. Robinson Septic Service at - 57 County Seat Rd . , Hyannis has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated - tea , Installer Designer The issuance f tHis pe t� not be construed as a guarantee that themes .st 11 function as designed. . Date s� '��°' Inspectdr t- ' 3V" No. D �U------------------------Fee THE COMMONWEALTH OF MASSACHUSETTS Sanders PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS %ioaar &pgtem Con!6truction Permit Permission is hereby granted to Construct( )Re air( X)Upgrade( )Abandon( ) System located at 57 County Seat . , yannis and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Cons c fon u t be completed within three years of the date of this p t. Date: Approved b t� k � PP Y 6 / `t 116/99 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. CERTIFICATION OF SKETCH AND APPLICATION FORA DISPOSAL WORKS CONSTRUCTION PERNITT(WITHOUT DESIGNED PLANS) I, William E. Robinson,S%ereby certify that the application for disposal works construction permit signed by me dated �/ / /� � , concerning the property located at 5� County Seat Rd meets all of the following criteria: • The failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. The soil is classified as CLASS band the percolation rate is less than or equal to 5 minutes per inch. 1E There are no wetlands within .l feet of the proposed sepuc system — • There are no private wells within.150 feet of the proposed septic system There is no increase in fl4 and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed mo posed leaching facility will be located less than five feet above the maximum adjusted groundwater table elevation: f Adjust the groundwater table using the Frimptor method when plicablel • If the S.A. .will be located with 250 feet of any vegetated wetlands,the bottom of the proposed leaching cility will not'be located less than fourteen(1.1)feet above the maximum adjusted ground ater table elevation, Please complete the following: A) Top of Ground Surface Elevation(using G1S information) B) G.W.Elevation +the MAX High G.W. Adjustment DIFFERENCE BETWEEN A and B SIGNED : X/ Gam—` DATE: _ (Sketch proposed plan of system on back). y:health folder:cen .�. _ _ ' i � �_. n �� Q . �a �, TOWN OF BARNSTABLE LOCATION �7 Couou-Y 2647 SEWAGE # oc�e7� VILLAGE !✓YS ASSESSOR'S MAP &LOT2 r > - `. INSTALLER'S NAME&PHONE NO. 77 1?774 . SEPTIC TANK CAPACITY ' 0-0-0 ". LEACHING FACILITY: (type)2-.. Q tt0 t1X-l S (size)-2 NO.OF BEDROOMS BUILDER OR OWNER L dYQS / PERMITDATE: III_.I�u COMPLIANCE DATE: Separation Distance.Between the: Maximum Adjusted Groundwater Table and.Bottom of Leaching Facility Feet t Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within.200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of 1 aching facility) Fee[' lff Furnished by . 4l12c"'�rs / = D O - L43`CQTION 5EWa(:StE PERMIT UO. VILLAGE IWSTALLER'S l &ME: t ADDRESS BUILDERS IJ &MF- I.,DDRESS DIaTE PER"VT ISSUED DATE COMPLI W-aCE ISSUED : °-Z$ �'� / / � / ,�� 1/ j� ' �1 .: � `�� a �-�--� .—•� No.. Fa$....J..................._ THE COMMONWEALTH OF MASSACHUSETTS BOARD F HIEA TH OF......... .. .. ...........................--------- Applirtttiun -fur Biupuutti Norkii TontitriArtion Vrrnift Application is herebymade for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: cI!--�Z-A�i.. _ F_Sr _ LT Vll7` . I-----... ..,?._......._�.......................................... 47-e� l�a. cation-Ad o9 I of No. _ ,a-r.Lca ti --- Owne� I cc,,11 Addre -----•-----•--------------•••--•---------• �_ .�✓9.1_h .l/ker _i11.�51--[7 aF _�_ R.l /� Installer Addres� dType of Building Size Lot_..._Za.1.015.-.Sq. feet U g— ----------------------------------Expansion Attic (�V Garbage Grinder ( ✓kj - Dwelling—No.No. of Bedrooms.... .-"._-"............. . Other—Type of Building -._...--_-------_---.-._. No. of persons............................ Showers ( ) — Cafeteria ( ) P4 Other fixtures ...... W Design Flow.............(f....................�..�...... Mons per person per day. Total daily flow.-__-__-".._�.0�.._."...."..---gallons. WSeptic Tank Liquid capacity"/d.-07gallons Length................ Width....... ....._n Diameter------_-------- Depth............... x Disposal Trench—No- -------------------- VVidtli_.__-.... 1 L;7nf-2 ,/Jl otal leaching area......"._"_..__...".sq. ft. 11" Seepage Pit No--------/---------- Diameter./"9' . p e ............... .. Total leaching area------------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) �G - 2 - 2- Percolation �" '-• Test Results Performed by....... ......................••------•---•••--••--•'---• • Date---------------------------..-..---- Test Pit No. 1................minutes per inch Depth of Test Pit...."."............. Depth to ground water.----------..-..._--.... G14 Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to round water--.._...-""-.------ .__. G -------- -- -- ---------------------------tr- ------ _-------- • . -- li Descri Description of Sotl - - ....- J U ---------- 7 --- . •"- •--e` .....�?�L�..• ' �L.-9�-; -- - - �.7. - - --- ----- ----- UNature of Repairs or Alterations—Answer when applicable............................................................................................... ..-•--------------------------••---•---------------------------•----•---•-------•--•--•----•---.......------•---••--•-------•------------------....-•-----------------•- ....... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article \I of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. � •.-.•Sig d...... 4 --------- t Date., Application Approved By-------- -•--------- - Ems- L �I--...•_.. •---------------- �..- .z. .......�� Date Application Disapproved for the following reasons:-----"---------••-"-•.................•---------"-"-..................."...".......•.........--••-•-••-••-•--•-. .................•----...-------•----••--•-•-•---....""......."-----""---------------•-••--•"-••-•-----.....---------------------•---•-"•---•---"-•-------------------------------........------••-••••-- Date PermitNo......................................................... Issued...................... ............................. Date •--� d �•1j' No..�G.z.��...... Fizic ...1 a.............. THE COMMONWEALTH OF MASSACHUSETTS BOARD F H EA T OF............ ...CQ �J . -. ............... '....................... Appliration -for Uhipoml Workii Tonotrnrtion jhrniit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ` Loc tion-Address r or L t No. t Owner Ad ress t a Q-�► .I-R�.Ta ----------------------------------- Installer Address d Type of Building 22 Size Lot....l z�_o. _r7....Sq. feet 5 U Dwelling—No. of Bedrooms--------------- _-_------.--..Expansion Attic (/4)0 Garbage Grinder (1Y p aOther—Type of Building ---------------------------- No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures ---------------- ------•--•-•-•-------------------------------------------------------------------------------------------------------------------- W Design Flow-------------J.~v....._...._..._.__.. Mons per person per day. Total daily flow.._.........._! .--- ..-.---gallons. W Septic funk-/--Liquid capacity._��i-1-P` tllons Length---------------- Width.-- Al iameter-----........___ Depth_._..-__----_. x Disposal Trench—No_ __________________•. Width............... _ tal Lengt al leaching area--------------.-----sq. ft. , � /Z Seepage Pit No---------,..________ Diameter__/Q UZ� _t-11VD#' 4Ww l ........... Total leaching area--.-.--.-.----__--sq. ft. Z Other Distribution box ( ) Dosiank ( ) -- G �C - ' z 7 76 Percolation Test Results Performed by----------- -------- -----------------------------------•----------------- Date------------------------------------... Test Pit No. 1----------------minutes per inch Depth of Test Pit._............_..... Depth to ground water-------------------- 0­4 GZq Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to round water............________.... Ix ----------�,.. Description of Soil //�- - ' ... d / ------- --- ------ `r�'� - ----------- -- --------- --------------------------------------- U Nature of Repairs or Alterations—Answer when applicable..---------------------------------------------------------------------------------------------- -------------- ---------------------------------------------------------------------------•--------------------------------------. --_----------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code-The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the beard of health. - � Sign d rib'` ��--"--------7------- r rru............Da------------ GSl�l/1 Date Application Approved By--------- ----- -- -- ---------�� Z /� .... ----� Date Application Disapproved for the following reasons--------------------------------------------------------------•-•------------------------------------------------ ----------------------------------------------------- ------------------ Date PermitNo.......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT ................OF.....�... �.. .. ............. Frrtifiratr of Tompliaurr S I TO CERT _Y, Th t - Individual Sewage Disposal System constructed ( ) or Repaired ( ) by.....t...•-.... :-----•----- ...............----•--•-•-•--••-- (/� J nst Tier at �//7 __�`wii � �� v....P-----------(/ -!------------------- .. has been installed in accordance with the provisions of A •iYf'c 'I of The State Sanitary C9de as described in the application for Disposal Works Construction Permit No-_7 .... L G. —---------- dated.._ -... __ _'__Z_ .......... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATIS TORY. DATE-----�---- ............ ------•---- Inspector........ ------- _ ------------------------ /1. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No......... 6 't, 4�­ FEE... ................. �i��o� ' or (� �tr�trtion �rrmtt Permission is hereby granted_._'"_, ._ .l_. �, __ _ lJ.........- to Construct ( ) ot�Repair ) a In i al S Jage Dial S tein at ' treet as shown on the application for Disposal Works Construction P it No ._. ..____ f Dated--_ _ ..-2_ .'__7 -___.___ � --- &. . .--- ----- ------------------- ----------------• Board of Health / DATE--------- ---------------------- - _ _ram, FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS / �� /� v E,44 1- do ST A,� 0 l� { TAB ^ I1 t 1 I i f t/OFF ANT I G O LO G A ;!D{� _ !-t /A N�1 V I tj G fk LAB C.vo, T r,r LL�C o /VA1% S5 C=-i {C) . AV-41 AWE -Pvl L-eAu - PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE , FINISH GRADE OVER D-BOX= 38.0 t GENERAL NOTF'S TOP OF FOUNDATION = 39.7 t ------- FINISH GRADE OVER CHAMBERS= 37.1 - 38.1 �r PROVIDE EXTENSION RISER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE OVER TANK EL.= RISER TO WITHIN 6"OF FINISHED GRADE 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL �- FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. 38.50' MIN SLOPE 1% BOX TO F.G. (SEE NOTE#21) 2" OF 1/8"TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. @ FOUNDATION= 38.5'± r5" DIA. OUTLET(S) STONE OR GEOTEXTILE FILTER FABRIC -� 20"MIN.ACCESS i --- 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER (3 TYP.) 9„MIN' 1 i , PLACE RISERS ON ALL DESIGN ENGINEER. 36 MAX. 9" MIN. TOP OF SAS = 35.1 O CHAMBERS WITH PROP. SCH. 40 9" MIN. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER PROP. SCH. 40 36" MAX. 34.10' 36" MAX. INLET PIPES TO 6" OF PVC SEWER BREAKOUT EL = 34.60 FINISHED GRADE-r SYSTEM UNLESS OTHERWISE NOTED. 2" DROP MIN. i. - i 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN M{N, SLOPE a t°;� g" 3" 3" DROP MAX. 3" 9 L=20± MIN.SLOPE(q t% PROVIDE WATERTIGHT o o ELEVATION = 34.60' FOR A DISTANCE OF 15 AROUND THE PERIMETER OF THE SAS. UNLESS A PVC IN FROM JOINTS (TYP.) � 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 14 35.50' SEPTIC TANK 4" PVC OUT TO = = 0 0 0 0 0 0 0 0 0 0 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. . LEACHING FACILITY C> 00 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 35.75' OUTLET TEE 34.60 MIN. 34.43 CS 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. i 48 � 2 0 0 0 0 0 ooO Oo 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE 6" CRUSHED STONE o 0 0 00 B FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 10.2' OFFSET TO FND COMPACTED BASE -4.0' 8.5' (TYP) � 4.0 4.0' 4.0' AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX 4.83 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM, BENCHMARK ELEVATION OF 35.00, 6" CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE 25.0' (NP.) ESTABLISHED ON A NAIL IN U.P. 712/3 AS SHOWN ON PLAN. OVER MECHANICALLY BASE. FIRST TWO FEET OF OUTLETZ,: GROUNDWATER ELEV= < 26.50' COMPACTED BASE 2 10 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1 ,500 GALLON H-1 O CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 2 500 GALLON H-20 CHAMBERS 5' MIN. (` HAMBtK LNU V I(=`dii 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES LENGTH 10'-6" WIDTH 5'-8" DEPTH 5-8" (Dimensions per Wggin CROSS SECTION VIEW `CONTRACTOR TO VERIFY EXISTING Precast Corp., Pocasset, MA) TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. ELEVATION PRIOR TO ANY WORK& 6 t I� I I G I /N K I"`I"ur I LI H-2U u i z.> I t�i b u I u `,4 tj VA DETAIL H-20 C HA DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED R ZONING PIT TF ST DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM NOTES: 1 '1! /`� / 2 1 15114 APPROPRIATE AUTHORITY. b � , .� � � Z .. PERC NO. 1.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED t .. .�. ( �O �` i INSPECTOR: David W. Stanton, IRS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. ' • Q !y„ pf EVALUATOR: Michael Pimentel, EIT, CSE UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH �a t TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. TEST PIT DATA. •� �. �" � 3 ^ C.S.E. APPROVAL DATE: Oct. 1999 • �� 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. '1 DATE: July 20, 2016 • � LL 2.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2 OR THE ESTUARINE ,. 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM AND UNSUITABLE MATERIAL WATERSHEDS. ,. TEST PIT#: 1 �, a�'` -�=)�-; IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE ALL ELEV TOP = 3T50' UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER - z t ELEV WATER = < 26.50' COUNTY SEAT STREET UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). T r-` ' P 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN a •,�.+ (40'WIDE WAY) 13RIS*!D PERC RATE _ < 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. O ke r DEPTH OF PERC = 36"- 54" 16. PROPOSED PROJECT IS LOCATED WITHIN: �"Qt1 TEXTURAL CLASS: ASSESSORS MAP PARCEL 165 1E DGE OF PAVEMENT - -� Benchmark _ S OWNER OF RECORD TER H. LORES P. SANDERS 1 291 M : WAL . & DE _-� Nail in U.P. 712/3 C) r _ \ Elev. = 35.00 .� _36-- Approx. M.S.L. ADDRESS: 57 COUNTY SEAT STREET B 0" 37.50' - GUY WIRE --''� Lj LOCUS I --�" 39 HYANNIS MA 02601 \. I -, Fill J {N 4" 37.17' FEMA FLOOD ZONE X N87° 00'00"E � .� � N E 4Z ` � pR .�-''� ` COMMUNITY PANEL# 25001 C0568J ' •� +. Loam Sand L=5.00 ~ 106.50' �' g }; 'j ' �' B 10Yr 5/6 17. DEED REFERENCE: LAND COURT CERTIFICATTE 161960 8 18 " 18. PLAN REFERENCE: LAND COURT PLAN 14034-H tr r a I r �g v 36" 34.50' peg.. 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. m I 38 = � 54 33.00' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY \ w .; FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE, MAP 291 \ ��/ o '� s Medium Sand 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A �� \ a' o . : s If C 2.5Y 614 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A PARCEL 165 M - / 12,044±S.F. 21"OAK g., E�. 9,,E y �' :� t 10% Gravel REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. + 1 0 I I t LOCUS PLAN 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE APPROVAL IS REQUESTED FROM 310 CMR 15.211: SCALE: 1" = 1000' A 6.50' WAIVER (20.00'- 13.50') FOR THE MINIMUM SETBACK FROM A DWELLING TO AN S.R.S. 132" 26.50' #57 No Mottling, Standing or Weeping Observed LEGEND EXISTING FLOWERING -` 3-BEDROOM TREES DESIGN DATA TEST PIT DATA EXISTING SPOT GRADE GARAGE DWELLING x37 2 PERC I NO. 15114 TOF = 39.Tt \ \ _ NUMBER OF BEDROOMS (DESIGN) 3 INSPECTOR: David W. Stanton, RS EXISTING CONTOUR I ` I DESIGN FLOW 110 GAUDAY/BEDROOM EVALUATOR: Michael Pimentel, EIT, CSE - r- PROPOSED CONTOUR ' HC (6) ' TOTAL DESIGN FLOW 330 GAL/DAY C.S.E. APPROVAL DATE: Oct. 1999 501 PROPOSED SPOT GRADE 12.8' PROPOSED 2 -500 DATE: July 20, 2C16 �' 13.5, -GAL. H-20 LEACHING DESIGN FLOW x 200 % = 660 GAL/DAY EXISTING WATER LINE 2 BH CHAMBERS WITH TEST PIT#: '.: (3) , AGGREGATE USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV TOP - 37.50' EXISTING OVERHEAD UTILITIES x37.1 ELEV WATER = < 26.50' EXISTING GAS LINE DECK _ PROPOSED H-20 Q PERC RATE TEST PIT LOCATION PROPOSED �' _ - • o DISTRIBUTION BOX ^' INSPECTION \ INSTALL 2 - 500 GALLON H-20 CHAMBERS DC EXISTING LEACHING CHAMBER N Cl t TP 1 co = PORT SIDEWALL CAPACITY DEPTH OF PERC x38.7 % ' ` \ TEXTURAL CLASS: 1 EXISTING 1,000 GACtON SEPTIC TANK r (2) O 37X (LENGTH + WIDTH) (2 SIDES) (2 NIGH) (0.74 GPDIS.F.) = GAUDAY �-' O ` ! (25.0'+ 12.83') (2 ) (Z ) (0.74 GPD/ S.F.) = 112.0 GAUDAY --• -- --•- - PROPOSED4" SOLID SCHEDULE 40 PVC PIPE x 37 u I I 0" 37.50' ❑ PROPOSED H-20 DISTRIBUTION BOX MAP 291 x39.4 I • BOTTOM CAPACITY� PARCEL 166 3: EXISTING 1,000 (4) TP 2 10.1',,�`' (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY 4" FIII 37.17' Q PROPOSED 500 GAL. H-20 LEACHING CHAMBER 0 o GAL. SEPTIC TANK / � O � (25.0' x 12.83') (0.74 GPD/S.F.) = 237.4 GAL/DAY N o TO BE REMOVED --/ PROPOSED ~ �rO Y B Loam Sand O Q O PROPOSED 1,500 GALLON H-10 SEPTIC TANK 10Yr 516 EXISTING 1,500 GALLON ' 37X5 TOTALS: DISTRIBUTION i _. z 0 BOX TO BE SEPTIC TANK / REMOVED ^ - MAP 291 TOTAL NUMBER OF CHAMBERS 2 36" 34.50' -�' '� / PARCEL 164 TOTAL LEACHING AREA 472.2 SQ.FT. PROPOSED VENT; TOTAL LEACHING CAPACITY 349.4 GA DAY REV. DATE BY APP'D. DESCRIPTION ,3a EXACTELOCATION i x3t- PROPOSED SEPTIC SYSTEM UPGRADE _ER PREPARED • ti 1,r,i r Medium Sand .,� � �� " CAPEWIDE ENTERPRISES L. x37.8 SHED C 2.5Y 614 CH JO HN L JR. \ 10% Gravel ''- EXISTING LEACHING s� � 0. LOCATED AT 418 41aor �- SWING-TIES �'DESCRIPTION HC DC ,T= � ' 57 COUNTY SEAT STREET CHAMBAANDONED x38.3 ' ' r, . r . ,' HYANNIS, MA 02601 ! ���f SCALE: 1 INCH = 10 FT. DATE: AUGUST 5, 2016 � SEPTIC COVER IN (1) 25.5' 7.3' 132" 26.50' $87° 02' 30.W 0 5 10 20 40 FEET I SEPTIC COVER OUT(2) 21.1' 14.T No Mottling, Standing or Weeping Observed 107.57' ` CORNER OF STONE (3) 13.5' 38.5' PREPARED BY: RESERVED FOR BOARD OF HEALTH USE JC ENGINEERING, INC. MAP 291 MAP 291 CORNER OF STONE (4) 30.4' 39.0' 2854 CRANBERRY HIGHWAY PARCEL 174 PARCEL 175 CORNER OF STONE(5) 37.8' 51.2' EAST WAREHAM, MA 02538 SITE PLAN CORNER OF STONE (6) 26.2' 50.9' 508.273.0377 SCALE: V = 10' Drawn By: SJI Designed By.MCP Checked By JLC JOB No.3556 i I p hay r y 9 f (, r cel C44 w Soo', IV 070 V. � n e � A A � The JQ -r— a I I i go e i I ,r- e s ! . i� . a �= 'o° woo --. MOP ; i 14 DO Lv ;,) � Fo Ti Lu4l ( eove-As6 5 a 0 0 A;( \� L `37OF I JV1, f' � L.^�C A �i ate= _ -. •.C.tti�,'�j `C L: � •.ice—.. ' R..� fi Huo d s 1. de.�s Tin s� „ K p�sh- . �p WisS�P�h sCC'"✓l'. d�Wh vn lt2 ��'M�h �}✓VZ? _ f7 vo x iZ T)",- i> s �Ic Ao,� J -7•1` c3, x tZ- ►c i gu1Ly6 R 02-601 -7 -15 --g9-fiZ �i -g- by Hoo d Sl.'de�s T� In D�Sh- IO L C-e. dGwti A✓za Ch:mlr2j� Vva� F2:-� i � Zo x tZ C T- le., A�za - r l! ❑ — — G_lo• l'..L ✓CC)n7 I 1 3 4 X I L I . cl s3 x lz i s x z c 1c i Hy�� s /LJnys . 02-601 -7 7 5 --g 9 qL. -- -------------- 1 r (Web Stiffener) See manufactUrea literature for 4000 pounds per foot „ hanger, Note:Check with local building ofAciale for use of this detail In REFER TO DETAIL 6A R VerUcel load paolty 1 rim g Nail with a- DRAWING LEGEND SOLI© BLOCKING PANEL DETAIL site&nailing schedule, 3" areas of high lateral forces, 314"sheathing NAILING SCHEDULE board 10d nlels. " USE led NAILS FOR I-W WL NO"IN&E =JOIST = BEAM 1 nM l squash blocks thuet be 3/4 Web sg end rs Installed at / ° board \` 1/16"above ijoist sheathing M besting elide. �..___J ,� '�l e o � u i TOP MOUNT HANGER if�I FACE MOUNT HANGER J L Web et)ffener I-joist ° ° Use LVL for rim boa • o Installed on bot 3" a ledger •... 2 Deck sides. 3.0" °� 2-8d Halls,one on 1 n edg e 1 RIMEjoARo ( ,SE `� M �. a Attach rim board EACH js attachment Is used. L er t FACE ` "'' �� �� t3oild blocking !L , each side @ minimum to 2x sill w 6d Hall gCl Requires backer bloilt whe 1 3/4"LVL WOOD FRAME Shale over ell ASTM.A-307(OR SETTER)90L 8 of 1 1/2"from end of TWO ROWS UP TO 1�OE WALL(TYP,j 1 3/4" LVL ( ATTACHMENT b Install web @ 6 o,c. joist hanger load exceeds 1000lba. Butt sections end to Baring areas. stiffenert3 where 1/2"DIAMETER FENDERWASHERS BOTH / $ blocking. end.Joints should ocdI THREE Rotas IF OVER 1r DEEP CONCRETE noted only. 2x-block between joists. LOCATIONS. BOLTED CONNECTION FOUN�AT�oN(TYPa i-�oisT WEB STIFFENER JOIST NAILING RIM BOARD CANTILEVER HANGER CONNECTIONS SQUASH BLOCKS . DE.CK ATTACHMENT LVL LAMINATION ." 22',01' _ _ 22'-0" alM B2A5@ RIMBOAR ma 1110' 3/6' 214' 2/4' 3/6' 14"LVL 14"LVL 4'-0" IUT314 TYP, HUC412 TYP. 46556556 (2)1.3/4„X 14"LVL 22' VERIFY CONNECTION TO EXISTING. 70 M 3p� 15/22' 14"AJS-20 AT 16"O/C Cj :24'-0" _ 20122' 9-1/2"AJS-25 or 11-7/8"AJS-2016"O/C 00 24'-l)" 0'-31/2" START LAYOUT HERE START LAYOUT HERE N O 'l S FLOOR ATTIC A THE FLOOR SYSTEM (I-JOISTS, LVLS) ARE DESIGNED FOR FLOOR LOADS ONLY, ROOF WINGS TYPICAL DETAILS LOADS FROM RAFTERS, BRACING, AND DR AWING,RA T AND BEAMS MUST BEAR ON EXTERIOR WALLS AND FRAMING PLANS OUTLINING INSTALLATION I D UNIT IDENTIFICATION M I T RIOR WALLS WITH BEARING STRAIGHT PROCEDURES AN UGH TO A FOOTING. ANY ROOF LOA WALT'ER SAUNDER , GARAGE SHALL BE SUBMITTED FOR APPROVAL BY T A IED BY THE FLOOR SYSTEM MUST BE � �� 57 COUNTY SEAT ROAD HYANNIS, MA PROJECT ARCHITECT AND/OR ENGINEER,. E �DICATED ON THE FRAMING PLAN --� QUANTITIES AND LENGTHS AREITHE fj ' SUBMITTED TO US FOR TAKE-OFF. P RODUC RESPONSIBILITY OF THE CONTRACTOR. DESIGN CRITERIA. 40# PSF LIVE TO BE STORED, HANDLED AND INSTALLED I CONTRACTOR IS TO VERIFY ALL BEAMS AND WITH MANUFACTURERS nts JOE M. ACCORDANCE WI MA 10#I�SF DEAD JOISTS AT THEIR EXACT LOCATIONS, ������ PAGE#1 OF 1 RECOMMENDATIONS.