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HomeMy WebLinkAbout0380 PITCHER'S WAY - Health -380 P.Jfch` rpS-v6y . , Hyannis ` 290 018002 i t P �i t� YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and.get the Business Certificate that is req u i red by law. DATED-5-30• f{� Fil i ease: APPLICANT'S YOUR NAME/S: C-c rs -� —' Orr BUSINESS YOUR HOME ADDRESS: bnt TELEPHONE # Home Telephone Number SOR � NAME OF CORPORATIONwtl NAME OF NEW BUSINESS r. TYPE OF BU5INESS 5 owe IS THIS A'HOME,OCCUPATION? 1/'YES 0 t4 � o 1: MAP PARCEL NUMBER - c'� Assessor L\DDRESS'OF BUSINESS � .. _ ._ .. - / ( 9) When starting a new business there are several things you rrnm do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONE OFFICE MUST COMPLY WITH HOME OCCUPATION This individual has been d of any it requirements that pertain o this type of busine$QULES AND REGULATIONS. FAILURE TO COMPLY MAY RESULT IN FINES. Authorized Si ri t re** COMM NTS: r 2. BOARD OF HEALTH This individual has en informed of the perm quir ents that pertain to this type of business. Authorized Signature** MU11T COIVf�'�df iLL_ ti COMMENTS: HAZARDOUS MATERIALS R�Gl7l�TI0N$ SI�01��`U 03N SIVN N sno(i*IXZVH IIV H IM AgdAb;z4 AA- 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: _ t r Date: TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: n _(`� ,,a,, �0 4 BUSINESS LOCATION: INVENTORY MAILING ADDRESS: Jcc,. , TOTAL AMOUNT- TELEPHONE NUMBER: 6-?-?8 CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: ! MSDS ON SITE? TYPE OF BUSINESS: ,,�,�-Ca� ac T�yYLp Gc �wa.GQ e> INFORMATION / RECOMMENDATIONS: Fire District: p , d4 /- La t shipment f hazardous waste: Waste Transportation: �v Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal Printing ink Degreasers for driveways&garages Wood preservatives (creosote) 7`u� Caul Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt& roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison" labels (including chloroform, formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids) Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous (please list): Metal polishes Laundry soil &stain removers (including bleach) Spot removers&cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature Staff's Initials TOWN OF BARNSTABLE BOARD OF HEALTH ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION r Date $ Time: In Out Owner Tenant �` Address Address o Complia a Remarks or Regulation# Yes VNO Recommendations 2. Kitchen Facilities 3. Bathroom Facilities 4. Water Supply 5. Hot Water Facilities 6. Heating Facilities = = ja 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents d� 15. Garbage and Rubbish Storage and Disposal 1 16. Sewage Disposal `"� 6 L — - 17.Temporary Housing 18. Driveway Width — � 19. Number of Tenants Observed ! PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms _ Number of Vehicles Allowed (max) IVIK Number of Persons Allowed (max) Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here 1 Town of Barnstable Regulatory Services Thomas F. Geiler,Director l _ Public Health Division �'OTEoi "� Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: q UT T....:�„ f (�M ller ,,,,..er: , - Address: tAress: V U A U On r z` g�as issued a permit to install a (date) instalpler) septic system at--) 0lJ l based on a design drawn by (address) o' dated (designer) 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. I certify that the septic system referenced above was installed with major changes (i.e. greater than I10' lateral relocation of the SAS or any vertical relocation of any component of the tic system)but in accordance with State & Local Regulations. Plan revision or ce d as-built by designer to follow. \I!A OF rdAss9 �o� ARNE H. cticN (Installer's Signature) U CIVILcn No. 30792 SFG!S T ER1�G��F' S/ONAL EN --4�esigner's Signa e) (Affix Des1'FEMtamp Here) PLEASE 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. Q:Health/Septic/Desiper Certification Form 1OW11 Ol lbitl'1/Slillll►l i �r7 / Department of Health,Safety,and Environmental Services V Public Health Division Date 11 00 367 Main Street,I lyr:mis MA 02601 t OAaNUAara. - 'r Date Scheduled 1 Z j Time Fee Pd. Soil Suitability fissessiizent for Selvage Disposal- - /-J Cf1��C ` s; f/7 �l� Witnessed Ey: i✓ oN/�//f_ r all2/}Nv Perfom►ed By: t ��yy y��ty Y yy�ty, .: .... ... Location Address LOT 3 3967 P �cl��i�S k/la/ Owner's Name �0 yN M, �/f/�CCI Nf4 M 16 rvAl �frC, HY!�A1N6S, M/} Address p0, got jZ2q f/'/�N/YIs/`1�Gz60r Assessor's Map/Parcel: z yUl �..Z Engineer's Ne�PGM�Cf f,- AFA1�XI�fRA1r"�� NEW CONSTRUCTION V REPAIR Telephone N sOg - 3 62- 9 9 11 Land Use S 1 U F// 7-1 1f $ Slopes(%) 2 t Surface Stones N (�oo�� l or rho Distances from: Open Water Body N t7 n Possible Wel Area �t^Qt�N�R Drinking Water Well (J n Drainage Way N b tt Properly Line n Other N 0 R M N/0 Alr U!�.E T,E - . �I/6D/f S SKETCH:(Street name,dimensions of lot,exact locations of lest holes&pert tests,locate wetlands In proximity to holes) Ab 32�r ao e n � A� r N 2,50'0O .n P()Nb -c IV pT To sC�C Parent materiel(gaol Ic) �C AI L OU� Depth to Bedrock A U CrH: Depth to Groundwater: Standing Water In Hole:l 7, 5 Weeping from Pit Face Estimated Seasonal Iligh Groundwater ....r............................:.........:.....:......:....:....;,....:....:...::..;......;;..:.,.;..,.,;.;.:;_..;.::_.,....,;.::........,.. �1 'CY2MYNATYIV; 'CDn SEA �NA� GY ' !A' T3LE . .;:;. :.:•;•:-.:..P.:..:., w . s 6c 3i'%!C t r3t/t��.r"1 ....: j �..... cab..ed Ml Sff/1/ Method Used: C hR1'F Hr ,w-a �/ � in, Depth Observed standing in obs.hole: 1: B�S'� in. Depth to soil mottles: I Depth to weeping from side of obs.hole: v In. Groundwater Adjustment 6.3 ' Ad.Groundwater Level I.'L 2 2 Index Well N hjl"�' Reeding Date: NoVe _ Index Well level _,___ S Arll.factor j — �Ni TH2_ 0 = or Of3s'ERvED F k0 �hH Observation TH.I TA/Z Time at 9" �1 j 00' 7 0;47� _ Hole N ' Depth of Perc 9 Z q, 9}2 r Time at 6 Start Pre-soak Time® 11113 5100 11 `{6:DU Time(9"-6")� End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed VO^ Site Failed: Additional Testing Needed(Y/N) s Wr R£0 v1 REV W(le M eov/ sysr£M w/ pUli2 P Original: Public Flealth Division Observntion Hole Data To Contpleted on llnck j Copy: Applicant ti o = IvoT 11� 'ATIJ 0 iigq Depth from Soil I lorizon Soil Texlore Soil Color • Soil Other Surface(in.) (USDA) (Monsell) Monling (Structure,Stones,Doulderes. s Oravell SO* Co19O'-f 10 Yk 311 N U -` 1611 l3 [oflyY 5#AIP to `l k /g.m N e) 4 C 1 Al 5-1 AR P;V'VP 2,5 y '16 �oHP 9 FND 2, w�TK 7, s . nEEi' CIBSi�RVA'1'IC�1V IIO...L�;LO:.... Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Monsell) Molding (Structure,Slones,Doulderes. o � s�lvD Y alyf� 1 +r K l Al o Loll/4r 5#41P 10 y� 8 N 0 2 p<< M6jJ#P-rpVP 2. �6 ti b � 1�t-1;1' i�"sER'V'An. TION Y10Y. .OG 1�ailrv:# Ucplh from Consistency.Ytfhaydl— Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (tifimsell) Mollling (Structure,Stones.Uouldcres. r o1 s�... : ...: . Ucplh from Soil I loilzon Soil Tcxlurc' Soil Color - Sod Olhcr, xS4 Surface(in.) (USDA) (Munscll) Willing (S(ruclure,Stones,Houlderes. _- Coil ° e Flood Insurance Rate Man: 1.31�RJv ST/�� p����L Above 500 year flood boundary No_ Yes Wlthin 500 year boundary No Yes H&ES Within too year flood boundary Noz Yes llenth of Nalurllly Occurring Pervious Material - - Does at least four feet'ofnaturally occurring pervious material exist in all.areas observed throughout°the - a propo aresed forthe soil absorption syslem7: ' y'£S • s TR1 Poor. .h'f7 r�vtgFP 'Z,7WPvk(1PrP sy"rTF/64 If not,what is the depth of naturally occurring pervious material? S'crliflcatlon I certify that.on /r/7I�_ T 7 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and thaCthe above analysis was performed by me consistent with the required training,expertise nd ex ien described in 310 CM 15.017. Signature ., �� ���� Date 00 SEP-29-2004 07 :29 AM DOWN CAPE ENGINEERING 508 362 9880 .. .......-----... �..���.soo19+'.rr..�ld.l�1�', ..._:• ^.Or��: .. "bhHl��' .�aGa+��4 °y�.::e!:: .._ ..:uib+'...:....stld;.`.",.. Town of Barnstable Regulatory Services { .aee�ras:s f Thomas F. Geiler,Director w•� Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 .s Of6es: 508-862.4644 Fax: 308 Installer&Designer Certification Form Date: Design ' Addrae: Cj - Ad ress: 1' d ri IVI on L - x W( as issued a permit to install a (date) (instal er C Ck, based on a design drawn by septic system (address)— dated (designer) I certify that the septic system referenced above was installed substantially aeco to the design, which may include minor approved changes such as lateral relocation Of the distribution box and/or septic tank. 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 aqy component of the o system)but in accordance with State &Local Regulations. Plan revision or ' u-b0t by designer to follow. ARNE HI z 7- OJALA er ® lgnature CIVIL N No. 30792 9 - o SSION A ENO esigner s igaa e x esi tamp ere rT T E.P t-IC D ffiNPEAjkL&10T E Lb AB PU Q:Healw5epddDesiper CeRifleadon Form Oq TOWN OF BARNSTABLE 6 31-VI A LOCATION 3 ak4er SEWAGE # ��� •a � VII.LAG ASSESSOR'S MAP & LOTA90 INSTALLER'S NAME&PHONE NO. 62'Z� d3 t--a40 A - Cu�ty 3 3—'rim SEPTIC TANK CAPACITY /30 cU 1►',c e,,C' />v � e-C, ,B— LEACHING FACILITY: (type) �7-Agc.1/"'tJ Ggeol (size) IS K 0 X' -Sl* NO. OF BEDROOMS 3 LB�ER-OR OWNER A._. ." o�-L,. /�c�d--�•� PERMITDATE: COMPLIANCE DATE: I v 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 t _ r ' CP I � -TI c� No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MA!SACHUSETTS Z.pplication for Migaal 6potem Construction Permit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. O t'i C�,ei S WA `3 Owner's Name,Ad ress and Tel.No. S 06 N"r7r7i S >'►lA 2 S&,77et O Assessor's Map/Parcel JO'p,he S'r e&7 :2cr0 ktr,,,? c QeL FL 322- Installer' Name,Address,and Tel.No. Designer's Name,Address and Tel.Np. 508 3 C 2 YS q1 R_T �evi fuc uu CeflCrrocrjo•7 pvw @afe �®►h,4wich T dC,44(Sr ial Ia✓-u °/(�EnriP 6A Type of Building: Dwelling No.of Bedrooms ✓ Lot Size OR 713 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow '3?e�l gallons per day. Calculated daily flow 1330 gallons. Plan Date 1-1 .2c'y r u her of sheets r Revision Date s`6 —0,1 Title 7l7(e 5- 5;-re Pue1 590 ,Icy e)5 watt Size of Septic Tank (Soo Type of S.A.S. Description of Soil Sep ' &0 !�2 Nature of Repairs or Alterations(Answer when applicable) KAI IQT 9UPERVISE DESIGNING WRITING INSTAL ___ �P ATAi►ED IN STRI Date last inspected: THE S ACCORDANCE TO PLAN• Agreement: The undersigned agrees to ensure the constructio. maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the,E ' onmental Code and not,-to-pfiace The system in operation until a Certifi- cate of Compliance has been issued by this Board ealth. �P Sign e Date Application Approved by Date c3 0 Application Disapproved for the following reasons Permit No. v,<:-b4/ `a(0 Date Issued 6 �Y Sri -�:r •.�„ .. , ,�. ?ti . � - R d „r -,� � -...�r ,• � __� .='y ���.Y �� 1'�`,�, 0i No. —"� � o..+-- , y k y � `p Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: a y. x Yes , #,U�LFC HEALTH DIVISION - TOWN OF B, RNSTABLES MA`S ACHUSETTS == alp Application for Mizpozar 61)!6tNem Construction Permit Application for a Permit to Constructr�Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. O rT C pi uS1�d� `y 07 O}y_ner' game,Ady ess and Tel.No. f}�CfrlYli MA c�990f SIP hN✓I SP✓7TPr O 10 Pi,?P r7,PPl" Assessor's Map/Parcel 2l'o 018—OOZ Alla" ;c Aec(Ch FL 322 I taller'sdNam ,Address, d Tel. o. Designer's Name Address and Tel.No. SG 2 9S c� 4i c O (,67e `�.j. 1_�r�,y�,�p a/ n,'�iycTio� pawn $®I Z�?Gr�l S>.ra l �u r li 1?014 e' 6 Type of Building: Q r� c� Dwelling No.of Bedrooms Lot Size -U (1} sq.ft. Garbage Grinder( ) Other,;*\ Type of Building No.of Persons Showers( ) Cafeteria( Other Fixtures �� Design Flow � gallons per day. Calculated daily flow 3o gallons. Plan Date 6,0Zf ✓ Number of s ets 1 Revision Date S —0q Title l e S 5 ti P rl a yi - M1 Size of Septic Tank SOp Type of S.A.S. IMF' ? a Ior47 4 Description of Soil Nature of Repairs or Alterations(Answer when applicable) i 1 � r, a Date/last inspected: Agreement: A The undersigned agrees to ensure the constructi a d maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the,E ronmental Code an nett p ace the system in operation until a Certifi- cate of Compliance has been issued by this Boaz f ealth. Sign Date Application Approved by Date Application Disapproved for the following,.reasons Permit No. y a` Date Issued w- w o THE COMMONWEALTH OF MASSACHUSETTS Cf BARNSTABLE MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded ( ) Abandone )by14 at 1�0 �/YC Fv r, lNcr Gl�m S ha been constructed i' accordance with the provisions of Title 5 and the for Dispo al System Construction Permit No. �� ('� dated 51 J l. Installer Designer - The issuance oo�f this p"ermti shall not be construed as a guarantee that the s stem ill fimc�'o,nI as de 'gned. Date I �l r Inspector "v 1 4 � l No. V`_""—�� —�—�------------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mie;po5al *p$tem Construction 'Permit Permission is hereby ati ed-to G S, ' ct(Y}Repair( )Upgrade`( )Abandon(r ) System located at P ( �� " R` s �G( � a .e 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 condi 3hi Provided: Construc ion ust b co pfeted within three years of the ate op t. Date:_ > 0 Approved f TOWN OF BARNSTABLE - LOCATION SEWAGE VILLAGE �, ,� ' ASSESSOR'S MAP & LOTatO INSTALLER'S NAME&c.PHONE NO. SEPTIC TANK CAPACITY w LEACHING FACILITY: (type), �,.� cW <i (size) J3X3 0 S NO.OF BEDROOMS dUIL � R OWNER PERMITDATE: `" `L COMPLIANCE DATE: . 1 Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom.of Leaching Facility 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 Feet within 300 feet of leaching facility) Furnished by Ja'� i yo.? � _ 79 , 743 �y �O N N a c c ® -- •— a � 0 d d S= ---.... — zUs e 8 a — 71 T NrJ i'1�' V E1 I a L • O 1 O C T C O O Y L O — G G • O U O I � 0 q v -- c q I I C a` iJ I • I �r.r I _I �I ;. ilk �. i JW ,fir, �� �;I. �� i i��• II i• 'I . -ice; _,`�I I I , I•' , � i i - !_. • !� _' .- 'I-� r!: I 19 �z o w I ' I f 4+ � P $ o a C G 0 L�9 N .1 -. - :jr 0 n c 0 t; -=af L O Y Q T C I E c • I I L i V .yy_I• C O � r I 0 c O n E •\ I i' �• is ;I:`� l � — r � I - � I i L • ' I� �III � '� I •iII II II �I I _ i is � EC0 • N .— O Q1 0 ta t 7 0 � — Ll I � o a T i i 0 T T C O - E 0 G 0 O.� c 0 O U a 0 � n c ' m i r � C _e fff:::k'lllll 7 a N I © 5 �n 7 $_3" G.0 60" -5.4' 5:G, .� '� E 7.6 t; S.a e o 5io 2s.. t Q 2 -- an c-1 v — I/ccESf ro J �\ N N 5lxrrEL� FttsoR -�N �C of tc -- 6—WIE& 5ViTE o 11Vfi�G IZOC>I�T� o CUl�7:CL5.oPT.T i ..__.�G.Tss:'4S: .. fiYE DATE 508.428.6191 f► - --c�Et;-- _ - xsrnv� U • Clevl i n `<7 N @UStOm o esigns copyright®2004 •' 'o!-�°c�q� P All Rights .tesenreb • " Prehmintiry plans and layouts by OC.D.are for the use of their customers only.Any other use is strictly Prohi Drte 0 8 CID p N N i t a CI C O V • } • rnca co N I r n Al I L 0G Z � I ! a of Ij I 1 V I j L O � ' c tJi i I T i � o a I . lr 17 101 cw S.- ��,u m o i a T r I C II Ir 0 i n �I O I o i I E I I I m a I i I f I , 1 - � cL _ 13 ri "I 1 1 N� Ia} I ul I' I� i I I f fififi 'w aWnt t t]IxxvtOnxnx Yxvnxt Ox • r A f I I 1 ' 1 � JI U11 l II �11-1 ��. s l.. _11__II_1 i N at .I ` \ 508.428.6191 t — \ a evlin @ustom Qes igns copyright 02004 All Rights Reserved a 3 i j f , Y t r Preliminary plans and layouts by OC.D.are for the use of their Customers only.Any p[her use i5 St rlctly Prohi Dite ------- ---- LEGEND SEPTIC DESIGN:. ('GARBAGE'DISPOSER IS NOT ALLOWED TOP FNDN 30.5' SYSTEM PROFILE TEST, -HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) DESIGN FLOW: j BEDROOMS 110 GPD) -130-GPD ACCESS COVER (WATERTIGHT) TO M. FARIA, SE, 100.0 PROPOSED SPOT ELEVATION ENGINEER' USE A 330 GPD DESIGN FLOW Ir WITHIN 6- OF FIN. GRADE ECKERBER" /r2-97 07 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM D. MIORANDI, IRS F37E 78� WITNES S. 1 0OXO EXISTING SPOT ELEVATION SEPTIC TANK: 330 GPD 0, 2" DOUBLE WASHED PEASTONE AT 12/l/99,, LOCUS DAI E. E USE A jN_Q_ GALLON SEPTIC TANK FOR FIRST 2' PRANCES PINE ITO-01 _0 PROPOSED CONTOUR 30.0' 2 MIN/INCH 1500 r) PROPOSED RUN PIPE LEVEL PERC. RATE. = LEACHING: -44 _e /` GALLON SEPTIC Zi 0 0 - EXISTING CONTOUR \2�4.5 4. 9627 FUM 10 N/�A 24.8-./1 ITEE CLASS _-SOILS P#SIDES: TANK (H- 10 GAS # 29.58WATERPROOF BAFFLE 29.86' 29-69' zBOTTO 30 x 15 (.74) 3-3-3 qA� 0.M: EL. 25.0 ± 29.0'TOTAL: 450 S.F. 333 GPD MIN �__6" CRUSHED STONE OR MECHANICAL (__L7. SLOPE) COMPACTION. (15.221 (2]) ELEV. ELEV. W5E 30'x 15" LEACH FIELD OF 2 �ROWS OF 4 DEPTH OF FLOW = 47 MIN % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE Ot� 21 6.2' of# 1:P27.2'STANDARD INFILTRATORS.� EACH, WITH ,Y STONE AT TEE SIZES: SLOPE) A AST MQN ST.10" INLET DEPTHSIDES, 3.3' BETWEEN ROWS AND '215' AT ENDS SL SL OUTLET'DEPTH = 14'059 1O)v 1OYR �3/1 10 1OYR 3/1 LOCATION MAP NTS LEACHING B B FOUNDATION- 10' ST PUMP 70' D' BOX 10'CHAMBER FACILITY LS, LS ASSESSORS MAP 290 PARCEL 18-2 BOARD OF HEALTH 1 OYR� 5/6 16" 1 OYR 5/8 25.8' ZONING DISTRICT: RB16" 24.8MAUSE ADJ. WATER AT ELEV. 24.0' Cl cl YARD SETBACKS: APPROVED DATE MCOS MCOS FRONT = 20' 2.5Y 7/61 2.5Y 7/6SIDE =10' 54" 50% GRAVEL, J54" % GRAVELREAR 10'BUOYANCY CALCS: PLAN REF. SK 495 PG. 28 C2 C2 1500 GAL H-10 ST WGT 11480 LBS DOWN3.72' x 5.67' x 10.5 x 62.4 - 13818 UP mcos FLOOD ZONE: C ALARM AND CONTROL PANEL SOIL COVER: 3' x 5.67' x 10.5' x 90 = 16074 LBS DOWN (OKAY) MCOSTO BE INSTALLED INSIDE AS PER RECORDED PLAN: BUILDING. ALARM TO BE ON 1000 GAL H-10 PC WGT 8240 LBS DOWN SEPARATE CIRCUIT FROM PUMP INV. IN 24,47 1000 GAL, H-10 S/ 2" PRESSURE LINE 3.82' x 4.83 x 8.5 x 62.4 on 9786 UP - ACCESS TO LOT 4 SHALL BE VIA 90" OBS WATER 18.7' 102" OSS WATER 18.7' EASEMENT B 700 GAL.+ SLOPE TO DR K TO PCSOIL COVER: 3' x 4.83' x 8.5' x 90 - 11084 LBS DOWN (OKAY) - NO LESS THAN 30% OF UPLAND FLOAT SWITCH ALARM ON RESERVE WEEP HOLE 2.5Y 7/k 2.5Y 7/6 AREA SHALL BE RETAINED IN ITS SETTINGS; PUMP ON 8' CHECK VALVE NATURAL STATE 4' WORKING RANGE ZOELLER 'WASTEMATE' - NO MORE THAN 50% OF UPLAND 4# SUBMERSIBLE MODEL M2821/2 HP PUMP 120" 120" AREA SHALL �BE MADE IMPERVIOUS PUMP OFF 8. SYSTEM <IJR EQUAL) BY THE INSTALLATION OF BUILDINGS, STRUCTURES AND PAVED SURFACES WATERPROOFGROUNDWATER AMUSTMENT DATA' PUMP CHAMBERLOT IS AT A BORDER BETWEEN AIW 230 AND MIW (NOT TO SCALE) 29, ZONES C AND 0 AVERAGE OF ANUSTMENTS 5.3' NOTES1. DATUM ISAPPROX. NGVD5' REMOVAL OF UNSUITABLE SOIL 2. MUNICIPAL WATER IS AVAILABLE ND PERIMETER OF REQUIRED AROU 3. MINIMUM PIPE PITCH TO BE 1/8" PER FWT.LEACHING FACILITY, DOWN TO 10 SUITABLE SOIL LAYER. REPLACE 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- NTH CLEAN MED. SAND. LOT J5. PIPE 'JOINTS TO BE MADE WATERTIGHT. 48,793± S.F., TOTAL 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH M ASS. NOTE: SEPTIC�,,SYSTEM IS NOT ENVIRONMENTAL CODE TITLE V. 9) DESIGNED FOR VEHICLE W 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE LOADING USED FOR LOT LINE STAKING. 2. #2 PROP. TAINING WALL PE FOR SEPTIC SYSTv.EM TO SCH. 40-4 PVC. 3 8. PH- 09. COMPONENTS NOT TO BE' BACKRLLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED RESE E PROP. DWELL. FROM JBOARD OF HEALTH. TOP FNDN > 4 #3 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TH2TO COMMENCEMENT OF WORK.250.00 ro PROP.30GAR. f UNDI BED 8 ER ZONEPROVIDE APPROX. 8.3' OF 40 MIL TITLE %5 SITE PLAN#4LINER AT 5' OFF SAS IN AREASHOWN. TOP AT EL. 30.0 . THI OFBOTTOM AT EL. 26.0' TH380 PITCHER)S WAY BENCH MARK CENTER OFIN THE TOWN OF: C.BASIN ELEVATION 29.1 #5 (HYANNIS) BARNSTABLE FAWCETT'S POND#6PROVIDE VENT NTH CHARCOAL FILTER • 7 PREPARED FOR: JOHN FALACCAND BUGSCREEN (FINAL PLACEMENT WITHHOMEOWNER CONSULTATION) #9UNDISTUR 30 0 30 60 90 BUFFER ONE #10 U4 1,3:0 0 SCALE: 1 30' DATE: JANUARY 13, 2004 PROVIDE RAIL FENCE AT 50' OFFSET REV 8/18/04 (ADD PC, LOWER TFFROM WETLAND OF Ptj "OF MqS #12 A FRANE ARNEQJALA H.TVIL OJALA i�30 a 01 a 8 ti 0JA S. DATE L=9 41' R=380.00off 508-362-4541 fox 508 362-9880 down Cape gineering, inc, CIVIL ENGINEERSLAND SURVEYORS 939 main st. yarmouth, mo. 02675 TR E500OPOS D PTIC c GALLON LLO S > 0 TANK H_ W 00 ATERP� 2)� F WE 99-357