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HomeMy WebLinkAbout0023 CURLEW WAY - Health CURLEW WAY COTUrr. No. 9 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0[ppliLation for Misposal Opstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System. ❑Individual Components Location Address or Lot No. 23 Cur N W'A'A Owner's Name,Address,anj Tel.No. Cis b r r 5 Ca 1M tit5 Assessor's�Map/Parcel Z 23 Cur IN Coy yh►or , Installer's Name;Address,and Tel.No. Edek c_ Z �S Designer's Name,Address,and Tel.No. M Sd tiS f0,Beo,11 Mv-Sdcu� rv�ll� 1r►w. 508-77G-9oV�. . &,13019'6I 3 u�4, lv►v�ss, o - 60 -331► Type:of Building: Dwelling No.of Bedrooms 3 Lot Size 2010o6 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 3LI 2. L,5- gpd Plan Date J b/>//Z I Number of sheets 2. Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) C 2 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 pfTRW46, igne Date Z12. Application Approved by Date/d ""oZ Application Disapproved by Date for the following reasons Permit No. Date Issued yy.. ~�5 1 t N .•i• Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye 1✓" PUBLIC HEALTH DIVISION SOWN OF BARNSTABLE, MASSACHUSETTS 2pplicatlon, for,,MIsposal 6pstrut Construction Permit Application for Permit to Construct( ) ,Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. C%r k.y;,j I.WA� Owner's Name,Address,anq Tel.No. G�u��. lP✓1�'�`s.•. �3 '�.',, �4 f�l4J IN c-". CG��,15 t' iM��"��, �� Assessor's Map/Parcel n I c e7Z Irk Installer's Name,Address,and Tel.No. ERI L Designer's Name,Address,and Tel.No. P,[ dr 50Af —77ta- 4�`I ��• o� Rol tSa;�+�,,,�� MsasS.. vF, :360 -2 Type.of Building: ti Dwelling No.of Bedrooms Lot Size 2.G,GG�; sq.ft. Garbage Grinder( ) Other Type of Building 1P.5 , No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided S4)7. is gpd Plan Date /6,1 l 1 I Number of sheets 2-. t•,.,Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Pe" c.e ra J e N ar Date last 1 inspected: a Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of-Realth, gn`e \ "'�_ Date Application Approved by '--✓ - { t, Date s�f� c Application Disapproved by ` Date for the following reasons 4t pj Permit No. 44Q_-, Date Issued __..- -- •-- •-l-------------•----------•-•----------------- - - -- - -- -- ---- - - - - -- - - -- _ ' 4 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by 4Z P 1 c at has been constructed in accordance _ With the provisions of Title 5 and the for Disposal System Construction Permit No:�_�dated (�/ Installer EX1C 5KL ,fA)5 S e Designer r _ ,n1 g IVY � _ #bedrooms Approved design flow gpd The issuance of this permiitt�shall,not be construed as a guarantee that the system wil Date �/J � '� Inspector / - -------------- --•--- ----•--- -- - - ._ . -- - - - - -- - No,rT "". � .. � Fee � � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposai &pstem Construction 3permit Permission is.hereby granted to.Construct( _ ) Repair(; ) Upgrade( ) Abandon( ) System located at Z C.c 1-t w W A and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction/must be completed within three,years of the date o this permit. Date �[� / -- Approved>by, ,, TOWN OF BARNSTABLE LOCATION 23 Cur Iew W►a�A _ SEWAGE# 2 O/L-39'a VILLAGE 0+4)► ASSESSOR'S MAP'&PARCEL QJd OZG INSTALLER'S NAME&PHONE NO. -726' j SEPTIC TANK CAPACITY /600 i LEACHING FACILITY.(type) C" Sal CZ� (size) NO.OF BEDROOMS " 3 OWNER S PERMIT DATE: ID COMPLIANCE DATE: 111t(16( 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�clz C,Plew ALf. 3g � 3s � 6s. 3 r Town of Barnstable Regulatory Services t a. Richard V.Scak Interim Director Public Health Dlvhion Thomas McKean;Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Desisner Certification Form Date: (� �� �� Sew Permit#�21- 39 Assessor's MaplParcel DICE a26 Designer: wL L/ Installer: C� c- S`if y 'XJ� Address: Address: T-0, &-7 x -1 t JAYV VWt Or Yh 2S TGNS h►1�.5 �9°4k} Oz4Lt8 On C was issued a permit to install a ( e) (installer) septic system at Gu(1-�XNJ Val:w, 1 based on a design drown by (address) �,YytA,� LkA M!:�1 dated I o 11X Z.i 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. Stnp out (if required) was inspected and the soils were found satisf tc tory. 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: Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the IAA approval letters(if applicable) OF' 5 ler's Si tore) :'994fi it LO (Designer's Signa e (Affix ere PLEASE RETURN TO BARNSTABLE.PUBLIC HEALTH..D N._ CERTIFI+CA OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DP4SION. THANK YOU. QAS%Wc\Pe9gna Catification Foam Rey 8-14-13.dDc R V , ' P (� 7 THE �OAIZWEALTH OI�OF C�IEALTI'•� TS ............ l'1� .........OF.................... ...... 1'"��L ............................ Appliration far Disposal Works Tonstrurtion Yrrmit Application is hereby made for a Permit to Construct ( �or Repair ( ) an Individual Sewage Disposal System at: Location Address or Lot No. - nD a d L 5------------------------------------ .....----------..... .... ........._....... W Owner Address Installer Address UType of Building Size Lot.�040=.......Sq. feet Dwelling—No. of Bedrooms........ ..............................Expansio Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons........ ......_......_... Showers ( ) — Cafeteria ( ) dOther fixtures -------••-----------•---•--------•--------------------.....---------------•---•-------------------------........-•---------...- W Design Flow..............5,P5....................gallons per person,$eruday. Total ily flow-_-'-�5d .._......_.... ...._....._ �1 ns. WSeptic Tank—Liquid'capacity1l40D)Jbgallons Lengthg_._4q_...__ Width__ . ® Diameter................ Depth � .._.. x Disposal Trench—No..................... Width_......_............ Total Length......T.___�i...... Total leaching area..___.rr..��. __._....Sq. ft. Seepage Pit No.......•_-_.-______. Diametena� .D...... Depth below inlet, __7._......._ Total leaching area�:`F __....sq. ft. Z Other Distribution box (� Dosi tank /_ aPercolation Test Results Performed byt `T.— � S-P.�... Date..41 Test Pit No. 1.....2......minutes per inch Depth of Test Pit...l ____ epth to ground waterq.bn . 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 .................................------------ ------v O Description of Soil _��_" O"_ �C ________ _____ U .................................-.u 1 L�Una sin_,%--------------------------------------------------------------------------------------------------- w --------------------------------------------------------------------------------------------------------------------------------------------•------._.......--------------.............•-••-•-•••-••--- 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 iITI.L 5 of the State San' �,,o a undersi d fu ther agrees not to place the system in operation until a Certificate of Compliance I e �2� Signed ............-...... _�t`x'.:� '' Date Application Approved By............. n� __ ]_.e =- Date Application Disapproved for the following reasons:................................................................................................................ ............................_................................_................................................ ..........................................-................................................ Date y Permit No.......�7 •--•--• ........................... Issued_----...1.... p �.�,-................. Date 4, THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............ .. ............................ .... ...............OF....................... Appfiration for Disposal Iforks Tonstxurtiott Fumit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at, L ..±............................................................................... ----------4. .... or Lot No. .ka.... ......CL!1.2�w..... _,Locali -Address �j _C) ..i-,-S....................................... .................................................................................................. -----------Owner Address ....... .... ............................................... --------------------------------------- ..."-------------""--------------- .i�c..-ja-Yns r Address U Type of Building Size Lot ...2... .......Sq. feet A Dwelling—No. of Bedrooms............................................ExpansioC9ttic age Grinder Other—Type of Building --_----------o............ No. of persons______..____.........._.....P4 .............. Garb... Showers Cafeteria Otherfiy tR-res ...................................................................................................................................................... Design Flow.............._11Q_..................gallons per pers rday. Total daily flow_._�:�-Q..................o.........pallons. —Liquid capacit), LV 04 Septic Tank 0Q0.oallons L ... ....... Width. W ..... A_...... Diameter________________ Dept13 .. ....... Disposal Trench—No. .................... Width.................... Total Length.... Total leaching area Sq f t. (D.� --::::::Sq:ft. Seepage Pit No._._...--------- Diameter.12............. Depth below inletZ .5 Z Other Distribution box D o.s p .......... Total leaching area.....4 -7 .g tank P- &37— Percolation Test Results Performed b Jljake�t$� P, .... 1.4 .1, Test Pit No. 1.... ......minutes per inch Depth of Test Pit.J.J.H.......... Depth to ground water..! ;Z4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.___-_.............._.._ -- ------------- ----F* ........*­`­J-------**-------------------------------*--------------- ------------------- ------ 0 Description of cpIJ L b---,b - ------ .............................L..................................................................................................EV ......... _�i.q.......... ........................................................................................................................ --------------------------- ..............­.......... ............................................................................................................................................................................ 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 TLIT 12 5 of the State Code San'Ltaxy o -e­7, e undersigued further agrees not to place the system in operation until a Certificate of Compliance Signed...................................................................................... . ................................ Date ApplicationApproved By.................................................................................................. ....................................Date Application Disapproved for the following reasons:................................................................................................................ ........................................................................................................................................................................................................ Date Permit No._._...d.2 ............................ Issued........3--- _677.................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......4�_. .................OF......... .................................. (Ifftifiratt of Tompliattrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired by ......................................................................................................................................................... Installer at-------- ---;7....... .............................................................................................................................. has been installed in accordance with the4rovisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated___.-__..............____.__.___......._........ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. ' DATE................................................................................ Inspector......................................0............................................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......... ...............OF......... ........................................ Disposal Works Tonotrurtion frrntit Permission is hereby granted----- - ----- C..... .................................. to Construct (X) or Repair ( ) an Individual Sewage Disposal System atNo............................................................................................0.................................... Street as shown on the application for Disposal Works Construction Permit No�7,J3(...... Dated.._. ------------------------------- DATE...... ....... Board of Health ............................................................ FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS w CAPE & ISLANDS SURVEYING CO., INC. 131 Spring Bars Road Falmouth, Massachusetts 02540 617-548-5486 February 24, 1987 I RE: Lot 17 Curlew Way, Cotuit, MA Soil Tested For: Costa Andreadis A percolation test was performed on the above referenced lot on February 24, '1987,"with the following results: LL Rate of Soil Percolation: 2 min/in. A deep observation pit was dug on the lot to a depth of 144". Test Hole #1 0"-36" Topsoil & Subsoil 36"-144" Medium Sand Test Hole #2 0"-36" Topsoil & Subsoil 36"-144" Medium Sand The percolation rate was found in the layer of Medium Sand. Nancy Litner of the Barnstable Board of Health was present to witness the deep observation pit and verify the percolation rate. No ground water was observed in the pit. These soils are highly suitable for the installation of a subsurface sewage disposal system designed in accordance with the minimum standards of Title 5 of the State Enviromental Code. OF Mgs`S9 RICHARD cyG JAM S BERTRAND Z9 No. 29894 Ado �FSI ST FFSS/OVAL y� `101 TOWN OF BARNSTABLE Date r--/Z,5 TOXIC AND HAZARDOUS MATERIALS NAME OF BUSINESS: 4 - -01V r--6C BUSINESS LOCATION: - INVENTORY MAILING ADDRESS: 9 TOTAL AMOIJNT: TELEPHONE NUMBER: �Z6 • 2 7 ---Jlll— CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: MSDS ON SITE? TYPE OF BUSINESS: INFORMATION/RECOMME ATIONS: Fire District: 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 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) Caulk/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- �- y (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 �( �. 6c) ,l .. i. -Ejrll T _ - L ���•r—ova„ - 1 1 U t l r Y 1. t - moo_D ra� 3 i sours sir=�_e><'�rr+uS 17 - rnannxr' _4:0-_:1.2cn: 1 n _=S:o' -- :2: --— - - _ - - • - -- - _ - .- ." - - C,IZavFf l 4aC1T�YE�2CZQ'lSLSi(^��j � � SLSLS�'LiO�--N.1ACLE�CIS RESi•CS�►JCE"9—'�-'; J�— LEGEND COTUIT LOCUS 23 CURLEW WAY PROPOSED CONTOUR ® PROPOSED SPOT GRADE EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE N W— EXISTING WATER SERVICE y� UTILITY TEST PIT P � o CURLEW .� �. SCALE: 1"=20' POLE EDGE W 2$ ® (E E of P � Y EXIST. 1,000G � 41 A VEti1EN T R SEPTIC TANK 166.67' LOCUS MAP °ti G LOCUS INFORMATION PLAN REF: 199/081 TITLE REF: 5477/183 o _ EXIST. 1,000G 12 ft PARCEL ID: MAP 010 PAR. 026 PAVED DRIVEWAY S 75 LEACH PIT PROPERTY IS IN ZONE II, IS IN ESTUARIES PROT. FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE BENCH MARK ---- — G TOP OF FOUNDATION �' SEPTIC SYSTEM 76. 34 REPAIR PLAN I , BARNSTABLE GIS DATU o EX/STING I LOCATED AT: DwELUNG 23 CURLEW WAY % ELOP Op 3`ON 20 ft o COTU I T, MA + , 2 N PREPARED FOR 75, --- - ___ COSTA ANDREADIS —_ — OCTOBER 11, 2021 --- TPr—'I o N OF MA s9 S I_O T co AMR E M. AREA = 20000 sf+— v rn o. 1 4 74 PLAN BOOK 199 PAGE 81 q _ ASSR MAP 10 PCL 26 _ '_ -------------- 74 '�Gla� MEYER & SONS, INC. 766.67• - - - - P.O. BOX 981 PLAN EAST SANDWICH, MA. 02537 SCALE: 1 in = 20 ft PH: (508)360-3311 0 20 40 FAX: (774)413-9468 r o 0 20 4o meyerandsonstitle5@gmail.com SHEET 1 OF 2 J 1894 ELEV. TOP NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS FOUNDATION: BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE (Existing) . FINISHED GRADE (75.0) = 76.34 F.G.EL' 75.20 F.G.EL: 75.20 F.G. EL' 75.0 MAINTAIN 2% MIN SLOPE OVER LEACHING AREA F.G.EL: 73.85 2" OF 3/8" DOUBLE WASHED i. � 3/4" - 1-1/2" . . ;: STONE OR FILTER FABRIC DOUBLE WASHED STONE a 6" 1 " 4" SCH 40 PVC 7. 10"I s _ (MIN.) ®®®®®®®®®®® TEE'S ARE TO BE 141 U INV. 72.0 ® S 1% 2' EFF. DEPTH ®®®®®®®®®®® ;a 4" SCH 40 PVC INV. 72.55 GAS INV. 71 .80 4' 2 X 8.5' 4' EXISTING OUTLET BAFFLE PROPOSED DB-3 DISTRIBUTION BOX EFFECTIVE LENGTH = 25' INV: 72.80 (H20) INV. ELEV.= 71 .50 EXIST. 1,000 GALLON SEPTIC TANK OF GAS BAFFLE TO BE INSTALLED ON ������ ss9cy BREAKOUT OUTLET TEE AS MANUFACTURED BY o D REN M. Gr ELEV.= 72.50 NOTES: TUF-TITE, ZABEL, OR EQUAL E �, TOP CONC. ELEV.= 72.50 1) CONTRACTOR SHALL VERIFY ALL EXISTING 4 INV. ELEV.= 71 .5 Em PIPE INVERTS PRIOR TO CONSTRUCTION p 1 E3 . 2) D-BOX SHALL BE SET LEVEL AND TRUE TO 'PF6l5TE ®®®®®®® GRADE ON A MECHANICALLY COMPACTED SIX NITAR�a� BOTTOM EL.= 69.50 ®®®®®®® INCH CRUSHED STONE BASE, AS SPECIFIED IN 3.75' 5 FT. 3.75' 310 CMR 15.2ING 1 1h SEPARATION 5.50 FT. EFFECTIVE WIDTH = 12.5 3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK ld C� � ' WITH 1500 GALLON SEPTIC TANK IF FAILED, SEPTIC SYSTEM PROFILE DAMAGED OR UNDERSIZED. w THOLE SOIL ABSORPTION SYSTEM (.SECTION 4) INSTALL INLET & OUTLET TEES / BOTTOM OF TES EL. 64.0 GAS BAFFLE AS REQUIRED (500 GALLON LEACH CHAMBER SOIL LOGS TPT#: 21-276 GENERAL NOTES: DESIGN CRITERIA **IN ZONE II** DATE: OCTOBER 8, 2021 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL NUMBER OF BEDROOMS: 3 BEDROOM DESIGN SOIL EVALUATOR: DAVID COUGHANOWR, IRS, CSE 461 BOARD OF HEALTH AND THE DESIGN ENGINEER. SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS WITNESS: DAVE STANTON. BARNSTABLE HEALTH DEPT. OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE DESIGN PERCOLATION RATE: <2 MIN/IN LOCAL RULES AND REGULATIONS. DAILY FLOW: 110 G.P.D. X 3 BR = 330 G.P.D. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR Elegy. TP-1 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE GARBAGE GRINDER: NO (not designed for garbage grinder) oeptl� ate. TP-2 DeP� DESIGN ENGINEER. 75.10 0" 75.00 0" 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXISTING 1,000 GAL. SEPTIC TANK ;w FILL FILL FROM THOSE SHOWN HEREON SHALL BE REPORTED To THE DESIGN LEACHING AREA REQUIRED: (330)/0J4 = 445.94 S.F. 73.85 15" 74.00 12" ENGINEER BEFORE CONSTRUCTION CONTINUES. A SANDY LOAM A SANDY LOAM 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 10YR 3/3 " 1(TYR 3/3 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4' 73.27 22 73.50 18" THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D B LOAMY SAND B LOAMY SAND HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 1OYR 4/6 1OYR 4/6 " 7• WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. BOTTOM AREA: 25 x 12.5= 312.5 SF 71.35 45" 71.50 42 S.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED PERC TEST C C TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF O EL 88.43 MEDIUM MEDIUM S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D SAND SAND 1OYR 6/3 1OYR 6/3 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. DESIGN FLOW PROVIDED: 0J4(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 64.10 132" 64.00 132" 12. THIS PLAN IS TO BE USED ;FOR SEPTIC SYSTEM PURPOSES ONLY PROPOSED SEPTIC SYSTEM UPGRADE PLAN AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY PERC RATE <2 MIN/IN. ("C" HORIZON) 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 23 CURLEW WAY, COTU IT, MA NO GROUNDWATER OBSERVED 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. 15. ALL PIPING TO BE 4" SCH 40 • 1/8-/FT (UNLESS SPECIFIED) Prepared for: Costa Andreadis Design and Site Plan by: SCALE DRAWN DATE MEYER&SONS,INC. N.T.S. DMM 10/11/21 PO BOX 981 REV DATE EASTSANDWICH,MA02537 CHECKED SHEET'NO. 508.362--2s22 DMM 2 of 2 k "YS TE��� PR'OFIL E NOT TO SCALE TOP FON. FINISH GRADE .53. O FINISH GRADE OVER EL .S"�/• ca :o...°; ,; FINISH GRADE OVER :.e• DIST. BOX . " °. FINISH GRADE OVER SEPTIC TANK s3'. ea t��'1,7771"\ 771n LEACHING PIT .�"wP./ o. o:o .o .,- o..a. ..o a:e . ,o':' e'• .:;.o••:o...:o..a,a,:e:e..:.• ,•. .'e' y. ..e.p. 3" OF 1/8 " — 1/2" JRN MAX �• .o0::d p.•o•.'e:. . " .'.e : .e:...o:: a., .o':e.. ,.e:'. ...o':.'•e;v•'o. e:e'. A. ,o, :•;.e :o. e. PRECAST CONC. OR 311 ASHED PEA STONE ,...,o.; o: p. .. e•.e .o.v. BRICK 6 MORTAR OUTLET PIPE LEVEL ' :.::. TO 12" BEL ON GRADE FOR 2 FT. MIN. b.°o:ee., Q:;e 01 ;o D 'e• L+ o• :: o e Y9.7a' e� 4-e . '.3 e:::r. °'%.. e.•.: o:o:;p,'.. • e o: e p e : 'o o'o � s/y, /a op •o:••'e:?. .• -•:b. 0•.o.e,. e• 449,9G 4. BSMT. FLR. e,o o • /, y o GALLON ° :p b.. I eA EL . yam.s DIS TRIBUTION BOX I ° PRECAST ONCRE TE INSTALL ON LEVEL BASE 3/4 " TO 1-1/2" ? PRECAST I q WA SHED :a H— /0 REINFORCED a CRUSHED a .I ° CONCRETE ' •�:o-o:o:oa:a:::a':o.�'.c STOMT s o;;0: 0, O..o.e, .o:d.0 .e.o.o., o•.o• o. o;,e;o,o:o o.• :o. . o:. o o. o: : I, H— /0 REINF. b. SEPTIC TANK �e`a.. :a: : :o: :b INSTALL ON LEVEL BASE NOTE.' EXCAVATE TO ELEV. -4'l,a'_ OR I., ...o a . o;•.o. • L OWER TO REMO VE A L L IMPERVIOUS MA TERIA L BENEA TH THE L EA CHING APEA o.. - ^ O 11 REPL A CE EXCA VA TED MA TERIA L WI TH CL EAN. CL A Y FREE SAND U EFFECTI VE DIAMETER GENERAL NOTES - LEACHING PIT INSTALL ON LEVEL BASE 1. ALL ELEVATIONS SHOWN ARE BASED ON 4s5411W,!FJ>, 2. ALL PIPES IN THE S YS TEM MUS T BE CA S T IRON OP "SCHEDULE 40_,PVC. ► � t �° t - 3. THE BOARD OF HEAL TH MUST BE NOTIFIED `'�` ` ` ' ` ` ' .a- l.3 2 7 WHEN CONS TRUC TION IS COMPL ETE PRIOR TO BA CKFIL L ING PERCOL A TION RATE.' ' 4. ANY CHANGES IN THIS PL AN MUS T BE APPRO VE D 2 MIN. /IN. BY THE BOARD OF HEALTH AND CAPE 6 ISLANDS WI TNESSED 8 Y.' C UR L E VY WAY SURVEYING CO., INC. r.�4r1Cy L/ 5. MATERIALS AND INSTALLATION SHALL BE IN _��'�_� �' �'�v �, e• _ ._ _ ! �►r r� s. BRD. OF HEAL TH COMPLIANCE WITH THE STATE SANITARY N DA TA .j r' •5/S ,E CODE - TITLE V - AND LOCAL APPLICABLE DA TE.' fe_6. •�'�`«'�°?' RULES AND REGULATIONS T� �` � ���• Ord? , �o' c'' z, 9 NUMBER OF BEDROOMS `3 Top 6. NORTH ARROW IS FROM RECORD PLANS AND • h y d roi H f- i E►. S.V„3s i' �� IS NOT TO BE USED FOR SOLAR PURPOSES GARBAGE DISPOSAL �o 7. FLOOD HAZARD ZONE C sv 6s C, I DAILY FLOW .3 3 a GAL . v B. WA TER SUPPL Y! 7'0�,••� W-774�r �� I' i, o 0 o GAL . I SEPTIC TANK REO D. SEPTIC TANK PROVIDED i, ooca GAL . LEACHING REOUIRED s o GPD. Lo J1' Ile - 7'rop a_t te e./ M eel 1 v P" \ �b Le�"' /C N yZC1 Ar, PRECAST CONCRETE :s /N ��— s3 L 4 BOTTOM AREA EACHING PIT Ise, SIDEWALL AREA 3s S. F. S. F.X .3 G/S. F. _ .33 8 GPD 0 = ii.3 S. F. � zy � h I "! o LEGEND S. F. X /, o G/S. F. GPO LEACHING PROVIDED GPO N o W,*4-ler 1000 GA L ON PROPOSED EL E VA TION PRECAST CONCRETE SEPTIC rANK —-->`-3 —— EXISTING CONTOUR SINGLE FA MIL Y RESIDENCE 6 ® OBSER VA TION PIT 7 O DISTRIBUTION BOX s s, 3 7• •fiS w �o RICHARD z 1AMES PROPOSED SEWAGE DISPOSAL SYSTEM BERTRAND Q L EA CHINS PI T No. 29894 ,�- PREPARED F ` �FGISTER`� - ONAL ENG\ COSTA A NDREA DIS o o SEPTIC TANK (RPI RESERVE ��H LOT 17 CURLEW WA Y CO TUI T — BA RNS TA BL E MASS. a u0, so,ov PIPE INVERT EL EVA TION DA TE.' Mar 5, /9e7 CAPE 6 ISLANDS SURVEYING INC. PLOT PLAN SCALE AS NOTED P. CJ. BOX 334 ,39 4 .4 SCALE: 1 JW.RO /o ZG �7 r� , . I r rrw � a•V'i < Pf AN NO. S TFA T..�CKET, MASS. 30