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HomeMy WebLinkAbout0096 LOMBARD AVENUE - Health 96A LOMBARD AVE, W.BARNSTABLE ` MAP_.155 PAR. 014 } a �� � � �. ��c.r-�. � '' G' C'v``Y�-��— q f(� w� ��� �� U � i i � I I i �. I i i r a 1 I i ,` f o I I €: I 1 :� � � , �ry lam. �, �� � � � � � a � '�� .y.. a a - r .. .,: �� � . .. ... ' �., E � ``�. - :p .y .— �1D �r, a .. � ° e 1 ., •G L � s -; t r. C� � e .. .. A.. � ' . - � i r L xs �._. �.., .y _ ' i 3 t _ .. �� � - .. cl . - ' :. . .. � . r t t .. ,. � y _ � � i. � a ` ' _ �, � .. : ,r ,b � .. r _ _: u ". y � s � ., ' � - a a ,� t _ ,. .. r * j } f .. _ ` � - .. ... ,. ,,, .� n py, �.' — ... L.a ct� A X ` .r � ; c . . _. � 3 v -, '_ +; of�, � .. ! t LL�.a�� ~� �� '�' �` z ti h �G � � u - c L �4F .H � Y . r ,�. s. .. a ., f s � - ,� Q y � = i; p +.. _ „ � � _ -. .. � + .y i _ i«. i " ,� �, ., .. _ < "„ 0� � jy,� � µ' „� .. - 1�_ate" � �` �.;: ka + �� � �; � .. ` �A q Date: TOWN OF BARNSTABLE Pk& TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: IqEke_&xj 3+tES Aau olS77oAJ 0. BUSINESS LOCATION: 94 L-6H8- -R,& AVE, Wtsf 1_3-+R-AJSr1WtE INVENTORY MAILING ADDRESS: 45 Ago& TOTAL AMOUNT: TELEPHONE NUMBER: 0e-,3( Z " Z/OCI 4 s GAUONS ku� CONTACT PERSON: 1-/0611 L vt� .e�,cxN /f.cJ / '�'(o Pau/�l D S EMERGENCY CONTACT TELEPHONE NUMBER:/-Af/vM&4: Dtl-K MSDS ON SITE? TYPE OF BUSINESS: u/ AJ S UPP4 A INFORMATION/RECOMMENDATION i' (ATz- e/hf-u Fire District: AVAIL-65t,C DAl S/TF El PE 6X77"Vlslt�,-TS A-leE U!& 7a b*7r. If,+Z-AIA r kt5T 2 ,5/-;V E H'AS BCZ f PA--lb 4-�Ub 45 1b5rL_A. A96" /___5 r_,1*H".46i1G A1.0 ,a/ AIdS OB5&-fiV6b. 57l/e-446- TIQA-/C i_7,2S AIZE 1 &XI l 4,4E;i.1J AA/,b Waste Transportation: Ar IA Last shipment of hazardous.waste: 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 materials 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) Misc. 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 Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways &garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible *,up Car wash detergents Leather dyes C Oaa� � 33 Pv��ti7 yL Car waxes and polishes Fertilizers or- P2opA 06 41,s ccsc-b oa Asphalt & roofing tar PCB's rVKKUPfs. �TD��'A 10 Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint & varnish removers, deglossers (including chloroform, formaldehyde, J,3/t 1 ADNC�Iv�"S, Grt7k.N�, SEA Misc. Flammables) Pit i"up_s, sC/EL4-Ni�S, ubm hydrochloric acid, other acids) Floor &furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers /d_��Er_T7VE- /�Fcmn 35: (including bleach) ��-�1 �pU`T5U PUCK o s ( g � /clef i �l�l L-A6 C- oe� Spot removers &cleaning fluids n 172- (dry cleaners) 1 Other cleaning solve Bug and tar removers .� j N+E_ FkOLI-r piv p-F 1&)5PELTW&_�ks Windshield wash /a-�7 �9 TU PC go l.t-T�� /-11D TC�� WHITE CO H CANARY COPY-BUSINESS Town of Barnstable oF'THE Tow Regulatory Services Thomas F. Geiler,Director Public Health Division ** BARNSTABLE, Thomas McKean,Director 900 639• � 200 Main Street, Hyannis,MA 02601 prFD MA'S A Phone: 508-862-4644 Email: healthQtown.barnstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—4:30 December 5, 2006 David Fogel Beacon Sales Acquisition Co. Inc. 96 Lombard Ave. West Barnstable, MA 02668 Dear Mr. Fogel: Thank you for your time and cooperation during the hazardous materials inventory and site visit at Beacon Sales on December 1, 2006. This letter contains information from that visit that will help you become compliant with Chapter 108 of the Town of Barnstable Ordinance: Hazardous Materials. Enclosed are copies of the Toxic and Hazardous Materials On-Site Inventory form from the site visit, a sample contingency plan for your review, and a copy of the Chapter 108 Hazardous Materials Ordinance. Please note the observations identified at your place of business during the hazardous materials inspection and their corresponding recommendations listed below: OBSERVATIONS: • The Hazardous Materials permit for the fiscal year 2006-2007 has been obtained. • Please place all MSDS in a binder and keep on site in an area readily available to all employees. • Please post a contingency plan in the office and in each trailer with procedures and direction in the event of a release or spill of the hazardous materials. (sample enclosed) • All trailers shall have placards placed on the outside of them to identify the contents, specifically the trailer that contains the combustibles. If you have any questions about the report or any other issues,please do not hesitate to contact me. Again,thank you for your interest in this matter. Aerely, .4��d� a Par er Hazardous Materials Specialist Enc. On-Site Inventory Contingency Plan(copy) I Dae: /,1/ 6& TOWN OF BARNSTABLES TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: " CS&W 0 C4 Wgib L1, ) C • �� BUSINESS LOCATION: W&t pv INVENTORY MAILING ADDRESS: ill 11 TOTAL AMOUNT- TELEPHONE NUMBER: 5)k t �L/,q ^ 7// 9 CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: ��- ded MSDS ON SITE? TYPE OF BUSINESS: , SU p INFORMATION/RECOMME ATIO, f It i2o) U "SOS lip a � Fire District: P21(M-9f7ki — ZI(in/1,�' ra/a Waste Transportation, Last shipment of hazardous waste: 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 materials 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) _ Misc. 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 Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. 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 (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint &varnish removers, deglossers (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor &furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers44 fi7tr Av (including bleach) 4 h ✓t�,5 �,(! Spot removers &cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT!CANARY COPY-BUSINESS OIL WASTE OIL OIL FILTERS ANTIFREEZE WASTE ANITFREEZE GASOLINE WASTE GAS DIESEL FUEL W/W FLUID ATF n5it noi HYDRAULIC/ IvtKc. I m-IS-CI-1- MISC. MISC. BRAKE FLUID COMMBUSTIBLE FLAMMABLE CORROSIVE PETROLEUM ,rDD 0 d��C (GEAR OIL/GREASE/ (® T ct d�. LUBRICANTS) atim voo f D a44 I� FREON ACETYLENE CAR WASH CAR WASH PAINTS/ WAX DETERGENTS THINNERS SEALANT CLEANING BATTERIES/ POISION/TOXIC CAULK/GROUT SOLVENTS BATTERY ACID FERTALIZERS WASTE SOLVENT W (,�, MSDS i�{/l DSN MANIFESTS TOWN OA BARNSTABLE C(?-aMXeA,i-J , LOCATION CQ Lo-� �_ � SEWAGE VILLAGE ESSOR'S MAP&PARCEL S ® / INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size _ NO.OF BEDROOMS S OWNER PERMIT DATE: COMPLIANCE D En-- — - A Separation Distance Between the: S 6V& � -(-kX- f 7'K-�-�c. tin Maximum Adjusted Groundwater Table to the .ot" tom of Leaching Facility �1l 2-7, Feet Private Water Supply Well and Leaching Facili f any wells exi / p -' , on site or within 200 feet of leaching facility) lfi----y-(Q-� Feet Edge of Wetland.and Leaching Facility(If any wetlands exist p within 300 feet of leaching facility) f >TD Feet FURNISHED BY No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: IV, PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS t Zippricatton for Mtgpooal bpotem Conotruction 3permit Application for a Permit to Construct O Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.. q lY �0(n6►9f,,D RV Owner's Name,Address and Tel.No. a f(gym Assessor's MapMarcel S/ l r.f `�' tJLa w b� ,r.� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. PKm Cum� bks,i NG .DXw�s CPIPE r7-t4 Pa-6Z� . t-s ,►� o (R 3 q m PA jo s-r' �T►f Pry 2-i"Odlo7 Type of Building: Dwelling No.of Bedrooms Lot Size.515qi O(P-7 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ICJL;rQRRL lt)1912F�USi'S. i5ows L.t kue.6ft-r- Design Flow �� gallons per day. Calculated daily flow gallons. Plan Date Im 1 atg LUC) Number of sheets Revision Date —7 0 Title Size of Septic Tank 2, I $00 Type of S.A.S. �,,"� � i a � Description of Soil — 1 L LD Yy�"Q �.1�l�� 5> e aAA SdAA Nature of Repairs or Alterations(Answer when applicable) "PI G' 6 RJ7 MS 4" SF_PV 6 Date last inspected: Agreement: The undersigned agrees to en the cons ction and maintenance he afore described on-site sewage disposal system in accordance with the provisions f T' e 5 f Enviro Code not to place the system in operation until a Certifi- cate of Compliance has been issu o Signed Date x XIL Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued / t � �(A( �p •• r�. # t % ° Y41 Fee leo THE COMMO EALTH OF MASSACHUSETTS Entered in computer: " � �s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE MASSACHUSETT; - Application for Miopaal *pgtem conotruction Permit ' t"=Application for a Permit to Construct(Vj Repair( )Upgrade )Abandon Complete System- ❑Individual Components Location Address or Lot No.4�q Ur k0r)Q of—D RV F Owner's Name,Address and Tel.No. n �. Lon (�l AL-�f T-R NRm�1r<P �STfE Assessor's Map/Parcel 1 55 j/ 1 ►-) W�`_-�. 7"ST)2E E'(• F f }2t�IlC I�,/f1 A() ✓`D�S Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. PKm Cum mj�C�►25,1 NG �Duj)�J Crag '� Pd- 9 r�,�J�O � .S m D�(a I 3 q I�r l k) �J 0 J-V4 PO R_r1 d Type of Building: - Dwelling No.of Bedrooms Lot Size 5sq.ft. Garbage Grinder(_ ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixt 1 C y L-TL)P_RL l t) f h)U 5 EIS tJrt�US 1 (i)t{f)1 f at^l Design Flow Sods gallons per day. Calculated daily flow alions. Plan Date M Hlt4 ale a 0 Number of sheets a Revision Date d ` Title Size of Septic Tank =Z I S0O C,a Type of S.A.S. Description of Soil �j t' L =7 11�1 Li L U A/►1 -7 LU.4.1;1 w )V b 0 1,m 1n s 1pit 1 �J -T Nature of Repairs or Alterations(Answer when applicable) 15 i rn+11Zao/n S s F_ 1>y G Date last inspected: Agreement. The undersigned agrees to en to;the construction and maintenance ohe afore described on-site sewage disposal system in accordance;with the provisions b I itt e,5�j�f Q Environme tal Code an not to place the system in operation until,a Certifi- ;„,x�,cate of Compliance has been issuednby�thB'oat�d ea th / Signed / Date / lu/r. - - Application Approved by _ Date Application-Disapproved for the following reasons•, - t Permit No. � o b '13 .1,4 b Date Issued / ———————————————-- —,7--,———————————————-- 'THE'THE COMMONWEALTH OF MASSACHUSETTS y BARNSTABLE;_MASSACHUSETTS te.rtif irate of- Compliance-,' `4" THIS IS TO CERTIFY, that the On-site Sewage Disposal System-Constructed( (�Repaired( )Upgraded( ) Abandoned( )by P K m CD O`N 1' C T�U7�`31 Ct at 01 to L-1)V11 A 04R f) C- has been constructed in cordance it with the p rovisions of Title 5 and the for Disposal System Construction Permit No. 6 dated c ; i Installer �KIYl ��A) Imo•' P-0—1)RSp 16 b -Designer 6 The issuance of this erml sA not be construed as a uarantee that the s stem T. f'�n do as designed. Date p y� ! � g Inspector.___. g . --` ----- ^------------------------------ j-- r No. Fee , h THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migogal A ztem Construction Permit Permission is hereby granted to Construct( Repair( )Upgrade( )Abandon( ) System located at q(0 L/701 C� Pa 1) R1� 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:Construction must be com le'ted within three years of the date of lusQper�mite ` T Date: A 4 Approved,b-y..l / 10/10/2006 14:58 5083856383 PKM CONTRACTORS INC PAGE 01 OCT.10.2006 2:59PM BARNSTABLE BOARD OF HEALTH .— Town of Barnstable Regulatory g Py Services Thomas F. Gefler,Director Public Health Division Thom=McKmn,Director 200 N!e'D Stxeet,Hyannisg MA 02601 Office: 509-8624644 Pax; 508-79MB04 Dgte: _ - Sewage Permit# f� (� Assessor's MaP\PaMr-1 * 310W0De'fgner. Ins taem � 11 Address: a� vt Address-. 60X 2X A on ( ) (installer issued a permit to install septic system at �� ®r4.b , e bred on a design dr by + (address) • a dated f® 0 I ceat*tbat the septic syst®m raferemeed abovic was Installed substantially ac ordinAo the design, which may include minor approved changes such as lateral reloca on of the distribution box and/or septic tank. I certify that the septic system mferenced abov was installed with moor changes (i.e. greater than 10' lateral relocation of the SAS or�iy vertical relocation of any component of the septic system)but In accordance with Stake& Local Regulations. Plan revision or oerRfied as-built by desiper to tbllow. ler's Signs o ALA CIVIL y No. 30792 GIST { e8lgner'6 Signs ) L ( #fix Desi tampELAASM RETURN To Here O BLE �'MOT A CF C A wED BYTILE BARNCT 1 9 j jLj C'HEAL HANK Y= Q:Hee]MeptlMDcsiper Corcifiesdor:Form 3-26-04.doe Town of Barnstable Regulatory Services Thomas F. Geiler,Director Public Health Division J 611 Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Sewage Permit# Assessor's Map\Parcel /ST- //V Designer: , 0 LJ ^ e Installer: P• k. M . Address: 't7-- Address: /,d• day 9e?,5 �,✓�-ca K /0�1/; Ool6�S �G-a� Gs-t w� MA `0%16 On was issued a permit to install C11 (date) p/ (installer) C, : septic system at 1 b /_O rv_bal� /9✓e, based on a design dr 1 by `, io (address) a` r n,Z a l�c _ dated (de igner) `f? rn I certify that the septic system referenced above was installed substantially a ordinrto the design, which may include minor approved changes such as lateral reloca._on 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 any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. OF r'qs,; moo`' ARNE H yG (Installer's Signature) Oivil Cn f No. 30792 / ISTeR�O���� GG / �ssl0 N A' ENS' (Designer's Signa re) (Affix DesilgIMYStamp 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/Se ner Certification Form 3-26-04.doc ptic/Desi g 5o�-�go6301 TOWN O BARNSTABLE LOCATION SEWAGE# 3 VILLAGE W ®, ASSESSOR'S MAP&PARCEL I INSTALLERS NAME&PHONE NO. yn i SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size _ NO. OF BEDROOMSSOP OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet.of leaching facility) Feet Edge of Wetland.and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY i 7 3 cl� Xuo,2,�- Q PUV*p. �1\ Ef a tiPEI 345 WEST ZSTREET ECCO, INC. NORTH80RO IM SSAC USETTS 01532 TEL-. (6t)I 393•2531 SER V INO THE PE T HOSE UM INDUSTR V ' EQUIPMENT SALES, SERVICE, INSTALLATIONS rs On4unerground Jy qualified to hnician from Zecco Inc , tested the storage tanks at '� using the Petro-Tice test . The results are listed below, PRODUCT CAPACITY RESULTS 7 t ' TECHNICIAN CERT. # CERT EXP. DATE If- you have any further questions , please contact me at 617-393-2537. Sincerely', ZECCO, INC. 9--ve4l'` Rick Vbj ]ci Barnstable county supply company BOX 351 MIDDLEBORO, MASS. 02346 (617) 947-5000 WA EHOUSES:W.BARNSTABLE&LAKEVILLE Or of August 26, 1988 Barnstable Town Hall Health Department 367 Main Street Hyannis, Massachusetts 02601 Dear Sirs: Enclosed����lease find test results for our 3,000 gallon Unleaded Fuel tank at�"Lombard Avenue, West Barnstable. The test was performed by Zecco, Inc. The tangy: passed their test without exception. Sincerely, BARNSTABLE COUNTY SUPPLY CO. Dennis A. Thureson Controller DAT/scb Enclosure WHOLESALE DISTRIBUTORS TO RETAIL BUILDING MATERIAL DEALERS \ DSO• ;?OM / ��- ��• to ASTER WELL ,.E .SEP77C Rai/road � \ l:AN A TED ,),E 93--203 / \ 1 ,\ _ - - - --; - -- - --__- -=-36=_ === - - - -38 - � J_ _ - - - - r _ � �� - / _ - - --42- - - - -- - - - _ - / W1110et 9� 60 - - - - - - - - -991.70' -40 �.'-- - - - - - - - - - - - - - - Stye .o s _ ftt/and in this area not located / f/ / �' Qj i -- - - - - - - - - - - - / Choinlink Fence j n``+ x—x—x—x—x—x—x—x—x--x—�\ \ W \ I r-' _ l Choirs/inl��enc� x \ II i x\\ i BeflC �C\ +42'2 ^� t / \ \ { / r7 x -x x7—x x�x �C�x-x x x xJ _ 44 / , �.\ — — — —45-� J!• k�p� a0 ` I - - er Off— ix / / / / / - _ - i \ ( � � Pad EL 6.9 Crete \ -- _ f' _ - EOPIle 6 \ \ /� � i/ w�---F r<— �E�� `�. � � � � \ LOCUS MAP , AK''�'". •4T-R S \ SLEEVE TYP �� �� \ �+ \ OC��7 O / ------------ -- ' J / r Ore,►han9 (TyplCal) \\ A ~-N``=F ��\\SEE NOTES y���, }� �� -A000- \ \*\� \ ( SCALE 1"=2000'f ♦ \ \ x / / �'l /� / / '� l�1SEI►r Hour: "i- } \\ �\ \+ ¢4� // 3 �- \ k�FA - ASSESSORS, MAP 1.55.-PARCEL t4 5JL \ + _- t N r -- - .•1 \ 1500 CAL H. 20 SIT, t _.SH4 --VVC Ste-S \ \ 9 \'�� LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN ON 1. 4" SCH40 P Grog/ Drive :.�i -� T J5fi 5 / / .. 40 _ �x COW#JNITY PANEL #250001 00011 D- DA-TE& 7-/2/199,2 _ - AP OVERLAY DISTRICT NOT A ZONE it BuNd�hs 8 1 .."' ° - _....1 on9 Mp 1500 GAL H- 0'5, �* ( ) I / / / I S we Sheol //./u./r� ���f � c. \ ��- RPOD OVERLXY DISTRICT. well 1 00 L �••• Inv. 43 �SO o f6 �o°ocK 150.1gs� ON-SITE WELL AND SEPTIC AREA • • / / t I xs \ //I Pro) E'b` v e, •�'• pdtng /32 �' Irvin. \ \- -- \ -� \. �" YY IVG� OF ' RECORD ,,pro)" I e � 9o�ao•; �� � � Conti' vs L�,=z � .� \� .\ \\• �/ / i / �� �,� L—_— � ,off Po J F \ ——— — — — 100z / �\ + LOMGARD REALTY TRUST \ / \ \\ / / I I r // 1// / o o� \E RESERVE \\ �. CHISTOPHER McNAMARA TRUSTEE A / Hoop Ho s"ws �I� � � feat) N s,4s M� �� \ �� 492 DEPOT STREET LCOP _ I \ : overh �� v RX12.83 ;� \\ �f HARWICH, MA 02645 / - / �• \ LIMIT OF 5 v R \ \ \ \ — — —— x : y J UNSU/TABLE D �\ �. t. ql- \ �\ I -rt ?/ �' x—x x—x—x—x-x—x— —x— -.,x X.— — r- �\ N �t Pak \\�/ �. QN SOIL REMOVAL \ �\ �," ,ILL _ ,1- i -_ , - - _ DEPTH 12 t - - -49 \ �,1 ` REFERENCES jr rL ,� s / \ \ \ DEED BOOK 12675 PAGE 121 / x- --x x-Ix_x x— \ \ i �lL / - ( �11i 1• - CLEANOUT % \ \ 1-1 �- / / x—x x—x— � I / � • - ;x\.K \ I '' ' �'^ nv �'` \ oond \ \ \\ veh+jent PLAN BOOK 200 PAGE 35 x— tz x--x---+� _AL zt, \ IL Chain1;nk ce 'Sg 4� mil ' I \ I �`( ,'�` / �f s!!< \ \ °�° I _ / 5 \ \ \ rd9e Of���� /,\ I I / \ I \\ 1 \ ., // / � \\ , \` ' � w I Existing `. l N / / ) `\ \� / / \ \ \ 'f :• \+� Electric '\ Z� `;�JIVIIVIt1R / ?� �, I I \ \ \ 1 \// / 1 \ \I �{,�` ;, \ Transformers ! U�der9ro��!` ' ,\ \ g \ Lot Area \ / �h .,tio a, : xlst,?9���r . _ / I \ _ \---- / \\ '� �:; , ` Electric ZONING DISTRICT:. VB-f BUSINESS- DISTRICT / \ 'oo.00• \ \ 3>5�067t Sq. Ft. x/ \ / ��� E.�.•,,� 1 I tN MIN. LOT SIZE 43,560 S.F. APPROX \ \ I � `� NE SLEEVE (7YR) a � I \ \ `� \ ,Or \ \ \ X EXIST / f`-' • ''s`� l : ,: n 4�,�.6 SEE NOTES \ \ I \ m MIN. LOT FRONTAGE 160' \*ELL 8.24t Aeres �-' \ \ \ 4 `,' �'a 1 ��1-utrriry P�r� - �.� \ \ t� MIN. LOT WIDTH 1 /_ /' \\ _ \ \ \ ti. MIN. FRONT SETBACK 401 \ I �rf k►9 " s MIN. SIDE SETBACK 30 / \ \ ks• / \� \ 1 ; ! 1 u, typ. �\._.� \ o LZEAsour MIN... REAR.SETBACK 307 - \�\ 1 1 \' /' ✓E Inv. 46.75 o�c;\ \ \qr MAX. BUILDING HEIGHT 30' 1 MAP 155 I / E.X�Sf ` \` \ 1 I �- - - - - \ \ \ I I ( + I I / 1 \, tx� feat) 1 J Manhole /-III 11 / /ey"�s%fe � wMis \ \ I 1 \ \ \ I { 1 l / ' / o' a� � w \ puldtn9 I I o EST �ONn g EaisL E/ec. M •! \ ' \' \ ZONING DISTRICT: RF RESIDENTIAL DISTRICT h � i Transformer I TeL Miser r / MIN. LOT SIZE 87,120 S.F.* 150 / AP 155 i ( \ 1 y . / r / / -� \, \` I MIN. LOT FRONTAGE 150 t . 1 / \ L q? _ L O \. t Q 12 O / , / I h � : � �, `' n• _.,-..,.., w , / � w.� '• �, MIN. LOT :WIDTH I � r . S- b �j. >,F i ... t 1 � Ex,�rzn Porobte .�__1 Mffif: SfQE 'SE"FE��teff f�'. / 1 132 I . { � ��..: � 1. � `, o \ 1 � 1 \ �\ � MIN. REAR SETBACK 3 / / I 1 i • �5 4 \ �} \ t; Under9rOluc 1 ' � g l \ / 1 ► / /149 4s s� \� MAX. BUILDING HEIGHT 30' I \ I \ o m Erectr / `� Uac:i • a \ / I I /• I I I ' I 77 / \ \, *SITE IS LOCATED WITHIN ,THE RcSOURCE 7.10 I 1 —4 I // 1 E WeII: X`x�L ., o I / PROTECTION OVERLAY DISTRICT. MAP 155 I \\ / / Pam' 1/10/ rev x / i Peakm I \ 1sB.2s' �,_ xl t� �� EXISTING. USE... AGRICULTURAL,...13 114 I I � .I by Dan A. --z� / / # I I \ — _ _ I I \ z�X / )! HORTICULTURAL, WAREHOUSE, MISC. COMMERCIAL USE BAYS, WHOLESALE WITH Well Area OFFICE ETC. Per 1/10196 rev. Sht Plan MAP 155 I \ �y Don A. Speokm°/i ¢ i or 08 Lombard Aye. \ � r / PROPOSEQ.USE ROL CHANGE (-ADDING. 15 1 MAP 1s5 BATHROOMS AND SEPTIC FOR MODERN pcl 16 \ �` i CONVENIENCE) \ \ \ 182 HOUSE,� 68 // / �ZH OF OF i A „I� °a DANIEL cyc�, ��Nc, \ / lop \ fill a A. o`' DANIELA, �Gs OP oaP 0 0 6 2 \/ // `�NOSUR E��� �S /STE��o MAP 155 / o ------ S'aofc •4 \\ / DATE DANIEL A. OJALA, P.L.S., P.E. O 141 MAP 5 155 5 MAP 155 ��ar�/ ` �afe L, "• ' C� TITLE -5 SEPTIC NOTES #0 121 05 ,q FL ... +f. Pond aD`"J•4re� 1. DATUM IS NGVD 29 ASSUMED FROM G.I.S. SPOT ELEVATION PLAN OF LAND •1 s, �. 2. MUNICIPAL WATER IS NOT AVAILABLE IN 11. THE PROPERTY LINES SHOWN HEREON HAVE BEEN COMPILED 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT UNLESS NOTED. FROM PLANS OF RECORD AND ON-THE-GROUND SURVEY, BUT SITE PLAN DO NOT REPRESENT A FULL PERIMETER SURVEY BY THIS Scale: 1"= 40' WEST BARNSTABLE MA 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO H-20 OFFICE' OFF SITE DATA FROM G.I.S APPROXIMATE, FOR REFERENCE ONLY 5. PIPE JOINTS TO BE MADE WATERTIGHT. 0 20 40 so so Ioo -EEr ��^ ������� ����� 12. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, (� 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. BOTH PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE ENVIRONMENTAL CODE TITLE V. AND SHALL BE PRESSURE TESTED" TO ASSURE WATER TIGHTNESS. SEWER LINES SHOULD BE 36 (18 MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY F0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BEV ` F 1 FEET ON BOT H SIDES M TER WATERTIGHT PIPE FOR DI STANCE 0 0 LARGER E .� EN CASED SED IN A L AR E FOR LOT LINE STAKING. OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) 4 8 LOMBARD REALTY TRUST 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 13. SOME ADJACENT WELL DATA IS APPROXIMATE- REFERENCES LISTED. NO KNOWN 'POTABLE OR IRRIGATION WELLS ARE WITHIN 150' OF PROPOSED SEPTIC LEACHING. off 508-362-4541 faX Sos 362-9880 R DATE: MAY 26, 2006 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT REVISED: JULY 190- 2006 (DES" FLOW, �-CmWER PER r-�TK KEPT.) j INSPECTION BY BOARD OF HEALTH AND OWNERS ENGINEER AND PERMISSION OBTAINED FROM BOARD OF HEALTH AND OWNERS ENGINEER. Scale:)"= 40' ENGINEER TO INSPECT AND CERTIFY UNSUITABLE SOIL REMOVAL AND down cope E'!7 9'//7 P, er//"7 9', Il REPLACEMENT AND SYSTEM INSTALLATION CIVIL ENGINEERS 0 20 40 so so Ioo FEET 10. CONTRACTOR .SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION LAND SURI/EYORS OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 939 Moiin Sheet — YARMOUTHPORT, MASS_ SHEET. 1 OF 2 a DCE #05-250 05-250 SEPIIC.DWG (DAO) j �- W W w W- NEB T SLEE`hIE (TYPE} 67YP SEE lW'OTES 5s Gee n Ho use �Y x F- 4 \ \ o\ \ TEST HOLE LOGS > 5 0. T \ ? ,, PVC A S �. \ DAN OJALA PE PLS SE 40 �- H CY• ENGINEER. C S S �:. 52 00 1500 GAL H-20 SIT 1 4 4 s / 1�` L, _......�. S �••� `•-� 9 WITNESS: DON DESMARIS R.S. // TNESS. I RUN VFN UP SIDE � 40 T , __LLB• S � � .►- --_,_ � � ./ 5� 1 -08-05 � DATE. 1 OF BLDG 7 S S < 2 MIN IN H -icco E01 C�, verh°'n� (Typ 1500 GAL H 0�j�, _ PERC. RATE. .move ve Shed f 0 UP slo C ANOUT O GRADE • • R of B Dc I 11 r4s L CLASS SOILS P 48 �'� G SiS DETAIL _ OBOX l � 0 ecnc e • � 4,3, S o -,.,, -�. � �. sr.+e �c. V. G /n ll o 2 � 4�9 . 0 `� 0 150. 1 » IIIIF 40S^ H P VC A X i `� ,r� 4 f d n .., SLOG 8 /NV. ELEV- 44.55 _ QU�I dl •r ` ELEV, 2 .9' 1 51 0 I sc H4 0 C AT C• \ " : L/D. £ � 0 n � � 2 � 47. 8 I d � � N T , o F srA. of4� 1 ELEV' 89 osox f oc / •• Pad -10y - u6, 4 ASPHALT ST 0+54.3 ELEV 4 .78 1OV/o " f S ,3+04. 2 ELEV* 2.53 � / F •� V i � \ / RE I E „40 f \ FILL S �/ - � \ 12 L 15 0 GAL H 20 SEPTIC TANK #1 SEE DETAIL O �O £�-""' E SA S� Q i , , TEE SIZES: OVerh do 4TYpicoo - _ �,\ 42 X12. 83 INLET DEPTH - ! o , UNSUITABLE V LC) \ SILT LOAM 36 „ ,� _ L/Ml T OF 5 1OYR 4 � DATUA! ELEV o DEPTH 14 5 35.06F / UNSUI TABLE �D 72" �1 �.. <Xty Pole _._ 48 \ \ SOIL REMO VAL C2 o, N e, ►� a o, o a, 'o ►� o� k Q �o �o �o �o �o �o ►� �o �o �o �o \ �\ �' g DEPTH �2�1- C3-- -_ �9 \ \ 90 LOAMY SAND " - 10YR 5 4 \ i UNSUITABLE i X \ +00 2+50 3+ 1+50 2 � II,I � 0+00 0+50 1+00 p s \ SILT LOAM 10YR 6/4 �I�I, •�q-.•� so / 4„ CLEAN �� 126" 37.3 - x\ 3� OUT= on c.' 8 1 TO DB X , ►1;Y TB PROFILE . BLDG 8 O � Mv Si � y i 9 V. R n PE C w r d " " v� a SCALE: 1 = 40 HORIZ. 1 = 4 VERTICAL �1�1� / P CLEAN WHITE \ \ �- 5 \ sAN©.- . /QUI'd 1 g \ 174" 2.5Y 8/1 33.3' �tll, \ -� I Existing NO GROUNDWATER ENCOUNTERED - \ \ _ 52 H-20 CST IRON 0WRS / EI EG tI'sC TO G DE£LE 46.9E \� U n d -� 1 0 %M FR M /N FROM FROM ,111, -,r� \ w W Tronsfo/'mers ergs E / ELEV. BLDG 4 BLDG 3 B G 6 LDG 5 ,1{I Lp f T U n I ( ' 2 SL.W a. / FRoM 010c� co \ ; c Xrs t i�9 E Tvn. W " 47.3 G 7 4- G J�E ,c l r �,9t6 tr - E � C � "e _ ASPHALT 1, E E _- T 4 i n �1 ��� EsE " FI LL LS o� f - EW W --------IVI a �- ,2_ o sG - j w__-� SLLT VF (TYR, c SEE NOTES c1 BLDG 4 K ELEV- 46.74 » O I y\�I� � ' 1In ., 4o .+4 1/ -l/��. , \ 1 • • U.�v.Jl 4 , (�t/l/t / SILT LOAFA s y 4 V. .60 z _ � S O-I-76. 5 ELE � ( q 1 j ITOYR -5/4 TA: 1+0 84 cLEI% 45.19' - s _ „ 0000 \ , 72 • ' 0 o00o I Q Ildlr►q S c2 STA: 1 1.20 E 44.33 TA: 2+ 5.11 EL 4J 22 0 1�o o BU I - I '¢ CLEANOV T`� LOAMY SAND 40 1500 GAL H-2 SEPTIC T K 2 S DETAIL t tO6 10YR 5 4 N E C3 l I � I _ EL V 42.96 I 1�I� G. �� / V E /n UNSUITABLE D OX/N 4 53 OUT 2.36 I �1 / 1Ca�� f E c. Manh of / r SILT LOAM LEA CHI, G 5YS7E - SEE D TAILS, IN R1S /N CHA MBE S EL£V. 42.26 - f " Ong TTOM S E ELEV 40.26 � \ �� 1 �l it G r DATUM ELEV �111, �1 I I \ Bu 117 PERC C4 35.00 UNS /TABLE OVAL O. SEE LOGS LeBARON CLEAN, WHITE i A LA0910 .` INV. 46.2 BLDG #3 ,;, ° SAND N �o O ►� �o O O N o� O uo THREADED CAP LEACHING 1 D AREA._ DETAIL_ 10; 0; IDSSEP�T[C ' DESfGN.-" ...: 192" 2.5Y 8/1 Scale:1"= 20' NO GROUNDWATER ENCOUNTERED GARBAGE DISPOSERS ARE NOT ALLOW D 4- 0 2+00 2+50 3+00 •• o+oo 0+50 1+DD 1 5 2 cu FT DESIGN FLOW: (MIXED USE FACILITY CONC. 0 10 20 30 40 50 FEET a.. ,' �ZN OF+1tls SH OF MA BLDG 3 & 4 WOODEN BOAT REPAIR- t�'SERWCE RAY"(r50 GP0/RAY)=t'50- GPI? � ssq° SLEEVE PIPE To ALLOW BLDG 5, 6 & 7 WHOLESALE OFFICE 2000 SF (75 'GPD/1000 SF) = 150 GPD �° DA�►t�i=A ��� �o DANIEL 4 MOVEMENT BLDG 5, SYSTEM PROFILE BLDG O9VIL A 6 & 7- WAREH.OLISE:WORKERS- 1.Q P.ER.SQI�IS- �15...GPa). _ 15a.GPa o 8 � 4 SCH40 PVC BUILDING 8 (GARDEN NURSERY (SEASONAL)- 5 PERSONS (15 GPD) - CIVIL N oJA LA CA SCALE: 1"= 40' HORIZ. 1'" = 4' VERTICAL \\ - 75 GPD ., e5o2 No. $o M TOTAL DESIGN..l=Lall -. 525 GPD:.. , `qq, //'• °��F��sre�o�`` ' o Fss�o`'v �b Fss� SEPTIC TANK: 525 GPD (2) 1050 GAL. (1500 MIN. REQ.) DATE DAt�IEE A, (3.lAL<4, PE, PLS . USE (2) 1500 GAL. H-20 SEPTIC TANKS OUT DETAIL NTs LEACHING: NOTE: CUT AND PATCH EXISTING ASPHALT PAVEMENT AS REQUIRED. SIDES: 2 (42.0� + 12.83�) 2 (.74) = 162 GPI1 TITL*E.I ,:. 5 SEPTIC TYPICAL EXIST. BLDG COMPACT ALL BACKFILL..TO 95X MOD, PROCTOR..DENSITY.K 12: LIFTS;. PAVEMENT TO BE 12" REPROCESSED ASPHALT (T-BASE) ROLLER COMPACTED BOTTOM 42.0' X 12.83' (.74) = 399 GPD WITH 3' ASPHALT ROLLED THICKNESS- 2 BASE, 1" TOP MDPW TYPE 1-1 BIT. CONC.) 24"CAST IRON GONERS ( " PLAN OF LAND SLAB ELEVATIONS VARY H-20 2 PER TANK 24'H-20 CAST IRON COVER 0.7' PEASTONE & H-20 RATED F�S:G TOTAL: 758 S.F. X .74= 561- GPa.} 525 GPD- O.K,, • OUTS PER PLAN - I R FILTER FABRIC MANHOLE FRAJ E AND COVERS FINISHED IN CLEAN BLOCK UP D BOX, 24"I.D. R SE OVER STONE LABELED 'SEW:R' TO GRADE WHERE INDICATED GROUND 46.9 MAX. USE (4) 500 GAL. H-20 LEACHING CHAMBERS (SHOREY OR EQUAL). TO GRADE, MORTAR ALL COMPONENTS r 4'scH4o PRECAST H-2o WITH 4' STONE ALL AROUND PVC AT 2. RISERS TYP. TOP Or P ONE EL 43.96 MORTAR. O -SITE WELL AREA- 359,067 SF 440 40.aa0- ,.=-3 95a.GAL.ALLOWED WEST 2 TOP Cr- CONCRETE EL 43:26 ALL ( r. BARNSTABLE,, MA . COMPONENTS BLOCKS OR 525 GAL PROPOSED O.K. TYP. PRECAST RISERS M SEEP FILE � ,, .-.. .• A o000 FAD ACE E ;. SEE PROFILE7 10 wy .• TEE BELOW FLOW .LINE. TEE •• o �1 o ° o to E . 5.0• PRERARE€T FOR . I = _ 1500 GAL H-20 0°0°0°0 0°0°0 . ' o 0 0 0 0 12 AT 19' 88188 808000 Bf 880 880 88888888888 oS 4"0SCH40 PVC 4 0SCH40 PVC o 0 0 0 000 0 4"OSCH40 PVC SEPTIC TANKS GAS BAFFLE o 0 0 00 08 SEE PROFILE 4' LIQ. LEVEL SEE PROFILE` PIPES LEVEL 1ST 2' ACME OR SHOREY OR EQUAL �aPP>�o�u• DATE- HEACTFfi oi�r. 42.53 42.36 H-20 500 GAL LEACHING CHAMBER BY ACME PRECAST, SHOREY PRECAST 5 UNSUITABLE SOIL 48 LOMBARD REALTY TRUST REMOVAL REQUIRED -' ••'••= " ••-' ''' '•'• OR SHEA CONC. PRODUCTS DRY..WELL 500 GAL H-20 OR EQUAL , H-20 D-BOX ON 12" COMPACTED GRAVEL {4 UNFFS.REOWIED•• DOWN•.TO.ELEV..35 8t 3�4"-1-1�2 DOUBLE WASHED STONE 4' MIN. . REPLACE WITH CLEAN SAND ACME DB5 H-20 OR SHOREY OR EQUAL INVERTS INTO CHAMBERS ELEV 42.26 DATE: ` MAY;.26, 2OOF) COMPACTION (TYP•) 6" SUMP. UTILIZE FLOW LEVELERS AT SIDES OF PRECAST STRUCTURES AND 4' AT ENDS Off 508-362-4541 BOTTOM STnNE ELEV 40.26 rn OVERALL DIMENSIONS TO OUTSIDE OF STONE 42.0 X 12.83 fcm-500, 362E--9080 REWSED- JULY 1-9 20G&. (DESIGAI• FLOW, ADD, CHAMBER PER•HEALTR DEPT.) NOTE: 2 TANKS REQUIRED, SEE PLAN VIEW Scale:l"_'40' PROFILE DETAILS . C/O Iwn c a/-�e en in e erg; Inc. 31.3' BOTTOM TH2 1" 9 � 0 20 40 60 80 100 FEET NOT TO SCALE NO GROUNDWATER FOUND C1KL Ewcrlr=�'. LAND SURVEYORS SHEET 2 OF 2 939 Main Street YARMOUTHPOR T, MASS DCE #05-250 05-250 SEPTIC.DWG (DAb) F, , - f I ' • Exls t/nq I A- o 56 Green House Paved Parkin \ TEST HOLE LOGS ENGINEER: DAN OJALA PE, PLS, SE 52 1500 GAL H-20 S/'T //l -- \-- \ Shed ..�...�• �:.�. _ - _ ' `�, �-. - `� WITNESS; DON DESMARIS R.S. l -08-05 CLE NOUT ., 5 0 iCal/ DATE: TO BADE 0 s �_ - oo f pVerhang (Typ UP SID 1500 GAL -20'Sj� #2 PERC. RATE _ < 2 MIN INCH 48 SEE DETAIL ��S `_ °-•- .� OF BLDG ---�_ .�.. ��, OBOX '`�.. G'. (� CLASS � I SOILS P# 11149 S \ '(� 67rDiG 8 � \0' Sbw a. 43. o G a 4�8 I n • p o� CAU71 N. ELEC. ROSS/N �� 0 SCH • f'VC A 7 �69, .f 43. . © 0 S 44 '� Bu it d!n g ELEV. BLDG 8 /NV. ELEV- 282' "SCH40 VC AT O. 9 `• Con C. \ [1] � v 47.8 0 STA: 0+43. 1 ELEV .89 ELEV- 4 .78 DBOX o(� \ �, �U7D STA: 0+54.3 E � EXIs tin - P / �-- 4" ASPHALT .� 50) DBOX /N . IN ELE : 42.37 ,w.�r \ 00% 40 - f -•~� � ..�. Paved Parkin RESER VE � 4i228 - __�_ � � -...,... �''` ,, 12- 1500 - FILL LS GAL H 20 SEPTIC TANK #1 SEE DETAI Q _ w "" y2.2 T !3 � S SA S Exls fln �- -�/ cal q DEPTH F - � (J,/( ��� � � � "� , , -�\� •-�•.... ---�.. --..> _ C 1 TEE slz _ `�, 0verhan,� _ - o l2 83 P zl�ed Parkln9�'� UNSUITABLE I INLET DEPTH - 36 v PROPOSED S o> \ SILT LOAM 14 ,0 0 DEPTH T ._�- � � DATUM ELEV HA Y BA L E L lNE Q. 4 � � � 10YR 5 4 ' T LlM F 5 �. / 35.oo .�,'' „ �l �, C .A � � 72 -,,(WORK l �._ V O' K L Ml T 8 P x 4 � h � Q I� \ , � _ c 2 rld _. SOILMO LOAMY SAND 90" EXIS'tin � - .....e 5 4 "� It Pole �P�H-~--3 ..�. 2+00 2+50 + o Pa ve d Parkin to 0+00 0+50 1+00 1+50 3 0 . UNSUITABLE 0 0 *� SILT LOAM �` • - \ 4 CL E 10YR 6 4 E - BLDG8 TO DBOX S X� � \ �� ANOUTz �- n�• 126 / 37.3 SYSTEM PROFILI �jf,• • g Ica # \� SCALE: 1"= 40' HORIZ. 1" = 4' VERTICAL �1f, J `� In V ad PERC C4 _ P CLEAN WHITE • 5 SAND \01, \c� \ - u it d in 9 174" 2.5Y 8/1 , RUN VE T UP SlD 01, , \� 33.3 / NO GROUNDWATER ENCOUNTERED OF B DG 7 �t��, � �'�`` �" � � 1 � 52 H-20 C ST IRON OVERS IN FR M /N FROM FROM TOG DE ELE 46.9f , -� f �f, } - \ \ ALM 4 BLDG 3 B G 6 LDG 5 ,1 i ff ELEV. / FROM 4 �6 Mona DG 7 o" 47.3 47.1-t f� � � 0 p� ! f =��-- � �i � � " ASPHALT 48 • ` 4 ,k--_.._ 12" FILL LS f t'` 4 V. ELEV- 46.74 y; C 1 BLDG .,J S> � S � UNSUITABLE 4 �59 \ U t/ll t Po/ 4S 0+76. 5 ELEV. \ SILT LOAM S I .1 J� # 45. 9 S ro 10YR 5 4 TA: 1+0 84 ELEV 45.19 0 0 0 0 �1 f f \ I n V. `'� . ` _'£ / " xl o000 { ,1I, 6 72 r s I ildin 9 ` . - --- -- , STA: 1 1.20 EL 44.33 TA: 2+ 5.11 ELE '43.22 I Q000 I BU \ �- a> C2 40 _ f - " LOAMY SAND 1500 GAL H 2 SEPTIC T K 2 S DETAI I . 0•C� r.. - EL V. 42.96 1�ff ,1f, \� '.+' 108 10YR 5 4 /� In V UNSUITABLE SE TBkCK f 46. 75 c3 D X IN 4 37 OUT 20 J tr a � •Ca� � SILT LOAM / T J " LEA CH G SYSTE - SEE D TAILS, IN NT CHAMB V 42.08 an Q C ' 138 10YR 6/4 35.8 DATUM ELEV (Jjt40)B TTOM S NE ELEV 40.08 t j / \ �/ pVel'�I ✓ ' • fing 35.00 �.4 I / /' i � ! / v0i1 PER C4 UNS /TABLE MOVAL' 0. SEE LOGS LeBARON CLEAN WHITE LA0910 � rn o� COVER GRAD INV. 46.2 BLDG 3 SAND I � �o d- � THREADED CAP<o �o �o R�N LEACHING FIELD AREA, DETAIL.of Qi ofof of of N ao co co co RONof " 25Y 8 1 , � FEMALE ADAPTFOR & THRIEA PUG 192 ATED DED L 31.3 BOX TO SEPTIC DESIGN. . G CUT AND PATCH EXQSTING PAVEMENT AS REQ. Scale:1 = 20 NO GROUNDWATER ENCOUNTERED GARBAGE DISROSEFRS ARE NOT ALLOWED 0+00 0+50 1+00 1+50 2+00 2+50 3+00 2 CU FT ' ` DESIGN FLOW:. MIXED USE FACILITY _ - �� �f� qs f H OF MA ( / ) o ARNE �y CONC. 0 10 20 30 40 50 FEET BLDG 3 & 4. WOODEN BOAT REPAIR 1 SERVICE BAY 150 GPD BAY -150 GPD ,� T. f•� ARNE - SLEEVE PIPE To ALLOW BLDG 5, 6 & 7- WHOLESALE OFFICE 2000 SF (75 GPD/1000 SF) = 150 GPD o OJAI I ��_ H. SYSTEM PROFILE BLDG 4 TO SAS MOVEMENT BLDG 5, 6 & 7- WAREHOUSE WORKERS- 10 PERSONS (15 GPD) = 150 GPD " �NII •' 0JAl1� , Cn 4 scH4o PVC BUILDING 8- GARDEN NURSERY (SEASONAL)- 5 PERSONS 15 GPD = N0 a r ` No.2634B SCALE: 1"= 40' HORIZ. 1" = 4' VERTICAL \\ ( ) ( ) .� .� � :�� .� s ` 75 GPD TOTAL DESIGN FLOW: 525 GPD s PA/4 SEP11C TANK: 525 GPD 2 = 1050 GAL. 1500 MIN. REQ. : ( m. DATE 'ARNE H. OJALA PE PLS _ USE (2) 1500 GAL. H-20 SEPTIC TANKS nCTAIIAS-IJILT 91 ~� NTs LEACHING: cr NOTE: CUT AND PATCH EXISTING ASPHALT PAVEMENT AS REQUIRED. TYPICAL EXIST. BLDG COMPACT ALL BACKFILL TO 95% MOD. PROCTOR DENSITY IN 12" LIFTS. SIDES: 2 (42.0' + 12.83') 2 (.74)I = 162 GPD TITLESEPTIC PAVEMENT To BE 12" REPROCESSED ASPHALT (T-BASE) ROLLER COMPACTED BOTTOM 42.0' X 12.83' (.74) = 399 GPD "'. , CUT AND PATCH EXISTING PAVEMENT AS REQ. 24"CAST IRON COVERS " VENT CUT AND PATCH EXISTING PAVEMENT AS REQ. WITH 3" ASPHALT ROLLED THICKNESS- (2" BASE, 1" TOP MDPW TYPE 1-1 BIT. CONC.) SLAB ELEVATIONS VARY H-20 2 PER,TANK 24 H-20 CAST IRON COVER UP SIDE - PLAN O F LANDcn - BLDG 7 0.9 PEASTONE & H-20 RATED F&c TOTAL. 758 S.F. X .74- 561 GPD > 525 GPD O.K. - � ' CLEANOUTS PER PLAN CLEANOUTS PER PLAN FILTER FABRIC MANHOLE FRAME AND COVERS FINISHED IN BLOCK UP D-BOX, 24"I.D. RISER OVER STONE LABELED "SEWER" TO GRADE WHERE INDICATED GROUND 47.0 MAX. USE 4 500 GAL. H-20 LEACHING CHAMBERS (/SHOREY OR EQUAL To GRADE, MORTAR ALL COMPONENTS ( l ) 4"SCH40 PRECAST H-20 WITH 4 STONE ALL `AROUND PVCAT2. RISERS TYP. TOP OF PEASTONE EL 44.0 x 2'� MORTAR ALL 0 -SITE WELL AREA- 359,067 SF (440/40,000) = 3,950 GAL ALLOWED TOP OF CONCRETE EL. 43.08 COMPONENTS BLOCKS OR 7 i7 { t 4> (TYP.) PRECAST RISERS 525 COAL PROPOSED O.K. y SEE P FILE H-20 21.D. wo O •f " 00 000 :. #96 L . :.. .. .. .•:•. - O ENUE SEE PROFILE 10 14CD MB�RD . . �4V TEE BELOW FLOW LINE TEE ROFILE - im PREPARED FOR'',, 1500 GAL H-20 0 B00 0000 0000o M ®®®®�®®® ® ® ®® ®®® ®®®® 5.0' _ 4"�SCH40 PVC o 0 0 0 0 12' AT 1% o SEPTIC TANKS GAS BAFFLE 4"0SCH40 PVC 000000 00000= 0 0 0 0 0 0 4"0SCH40 PVC o 00 00 0 SEE PROFILE :• 4' LIQ. LEVEL SEE PROFILE PIPES LEVEL 1ST 2' . ACME OR SHOREY OR EQUAL (APPROVED DATE HEALTH DEPT. 42.37 42.20 H-20 500 <GAL. LEACHING CHAMBER BY ACME PRECAST, SHOREY PRECAST 5 UNSUITABLE SOIL /� •, ` .'' ` �' OR SHEA CONC. PRODUCTS DRY WELL 500 GAL H-20 OR EQUAL. REMOVAL REQUIRED I 'TS LOMBARD REALTY TRUST ,- - 4 UNITS REQUIRED DOWN TO ELEV. 35.8f II' •••_•- _--' H-20 D BOX ON 12" COMPACTED GRAVEL ( ) ACME DB5 H-20 OR SHOREY OR EQUAL 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. INVERTS INTO CHAMBERS ELEV- 42.08 b REPLACE WITH CLEAN SAND COMPACTION (TYP.) 6" SUMP, UTILIZE FLOW LEVELERS AT SIDES OF PRECAST SITRUCTURES' AND 4' AT ENDS DATE: OCT. G, 2000 OVERALL DIMENSIONS To OUTSIDE OF STONE: 42.0' X 12.83' BOTTOM STONE ELEV. 40.08 of off 508-362-4541 NOTE: 2 TANKS REQUIRED, SEE PLAN VIEW fax 508 362-9880 I PROFILE DETAILS down cape engineering, Scale:,»= 40' NOT TO SCALE 31.3 BOTTOM TH2 No GROUNDWATER FOUND Cl VIL ENGINEERS 0 20 40 60 80 100 FEET LAND SUR VEYORS; SHEET 1 OF 1 DICE #05-250 939 Main Street YARMOU THPOR T, MASS. 05-250 SEPTIC-ASBUILT:DwG (DAo) • _ _ _ _ _- _... _� a _,_ _. .