Loading...
HomeMy WebLinkAbout0048 DUNN'S POND ROAD - Health 4.8 DUNNS POND ROAD Hyannis - A= 270 - 020 - 002 I 0 1� TOWOFS iB�ARNSTABLE LOCATION I 12U,Pi�I�/ v A�!f SEWAGE# O �Q VILLAGE, F,Vet u�S ASSESSOR'S MAP&LOT 'a ` INSTALLER'S NAME&"PHONE NO. t C SEPTIC TANK CAPACITY LEACHING FACILITY:(type) O CA,�_AAMA, (size) �4() -J � 2 , NO.OF BEDROOMS` BUILDER OR OWNER PERMIT DATE:T �( COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet .Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by Z w c , C� L w Lo Itts - - - - i � / ,o i V� V No. �"� „ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS applifation for Nspo8al *pstrm Construction Permit Application for a Permit to Construct( ) Repair(44 Upgrade( ) Abandon( ) Complete System El Individual Components Location Aod�d1'ess or Lpt No.W G+, Owner's Name,Address,and Tel.No.y/Z�—Zdo— Y9/4 Assessor's Map/Parcel Ins ller's Name,Address,a d Tel .,5"08 771= r�J'Z.3' Designer's Name ddress,and Tel.No.S'oA Ca f �'® c 1Sc->ry 4t< Type of Building: Dwelling No.of Bedrooms Lot Size 9/6 sq.ft. Garbage Grinder( ) Other Type of Building S.7 ple_ y��j�No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided _3F��� %' gpd Plan Date c��/8ll Number of sheets_ Revision Date Title %4'y/llaS�P_�/ .Sc�z`c s" Size of Septic Tank Type of S.A.S. n!l o,r gka Description of Soil '/t Nature of Repairs or Alterations(Answer when applicable) Zw Z,0 /?• � �X 2S� X 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 of Healt Signed Date //f Application Approved by Date Application Disapproved by Date for the following reasons Permit No. O Date Issued — 2 r No. O 1 Fee 1(?V Entered in computer: THE COMMONWEALTH OF-MASSACHUSETTS Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitatlon for Disposal *pstgm Construction Permit Application for a Permit to Construct( ) Repair VUpgrade( ) Abandon( ) / Complete System ❑Individual Components Location Address or Lot No.,y� ,����� eS�yr/' 'Owner's Naive;Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.110.Sow_ �� �'d'z s Designer's Name,�Kddress,and Tel. g Type of Building: Dwelling No.of Bedrooms ? Lot Size 14 !Z&i sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 0. gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title 4J a Size of Septic Tank ��5 p� Type of S.A.S. Description of Soil —, er i Nature of Repairs ,or7Alterations(Answer when applicable) Date last inspected: Agreement: 4 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 Health. Signed Date l Application Approved by �^ Date Application Disapproved by .Date for the following reasons Permit No. ;Z 01 C(Cj Date Issued - 2- 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 ZI at �/ �7,�,,„ r /lam, E f i22�,9 fhas been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.,�01 -Z dated 2— Installer �,/ �� -- 7, _� Designer #bedrooms Approved des' flow, gpd The issuance of this pe, its all not be construed as a guarantee that the system witnct>ijas desigfted. Date Inspector l , ----- ------------ --/-------------------------------------------------------------------------------------- -------------------- No. ! i�- (� Fee 00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6 ste ConstrULtlon Permit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at _/ /���?6 �0� ,� .� ,,•�`c- 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:Cons tru n must be com leted within three years of the date of this permit. �.._..__ Date �'�� Approved by �` F t agM', y. labor S��vac s Rrchard V: ,salt,dntetir I)�rector gnrwstBc* r 'Ixbill IleaIth D.hTtsi`oa AlFn•""a�p Thoiitas 1VIc:Kean, ®hector i �OQfiaan Street,lIvannrs; \RA:02'60:1 i l.aa Itts,tal#et ltesi nerertttica'tot� horn J DateJ�7 Jl. SeFvage`Permitco/ �' y9.�'ssessor's IVIap\I'�rcel I)est5ner = one. n �lJl`..M Ts.__ St.� I'nstalIet �:{v �rrr� ,�v f e C S< At}dres i:2 lrtitil Ci^uss ' Ir1:��_ Address yr �✓C.�: }�as issiteii;;a p4lraait to zrtsta(I`ti - ScE�tzc system.x"t_.t�` `b} r (addre,ss); x datcd.�✓' tC �- ... z e• t,�I errtzly t17at the;septic�systcrt7 zcfcrericed abo�c �tias rnstalled suvsi�tntzahly.accor`d�ng w the deszg7,ivh�clz may include rnznor�apptotired changes such as�latezal rzioc�ttan of tfZP; dstnbption box;and/ar septic ;tank.. ;Sttzp oft (lf xequued);was:i`nspec red and the soil " foutld sattsfactozy;; ced I"ceztYfy that tlzc septzc ,ystem referen aUove \vas rnstzilled wii:li major than oc 10'``late ral relati'Un o f tic SAS,or azty� r greaterertz�al z elocaf'tott of any cornponenf of selttc system) but ztl accotdane~v,tth:State`&'I oc ai TRcgulaiorzs. Plan ret^iszora or, certrfied s bttzit:by designer to fallow:; Ki-,l outt(if require ) cuas inspected anti f3ze,soils were.fo%rnct sats.tactor} I'ccrtttJ thafi ltte systerri zet&re"nc,ed al.ovc titilas coustuctcd'in r wrth;tlie tezalz+ tifthv I`.,.�.appro al;lettezi(tl apphcabae (Inst�tll�r_'s:Sz u Gtivit. (Deszgner's Stgr�autc} (Atfi' Destgne ;.ere I'I EAST+`RE'TU N T BAI2NS7 ABlL-lh UBLI'C HEAL TFI;T13.� SOON c Ti'VIt:A IE 1 �: R OF,COMPLIANCE.,. WILL.;1®T 'BE ISSUED;�UNTII; B.fJTH THI�S EO>RNI Ai�rD A5= � BUILT. I2D.:4IZJC ItEC1t I 'ED BY THE B•ARVSTAB;LE.PtJLIt .ILL<'ALTIT DIt%ISI�DI�. F 3= ,:•_ " ,., r T1rIAR`Ii;'Y=,QU.; . .. . , .. � ,. ; tiff; Q:Se}tr �liar�nerGerttticeti�tt,Fyne;fie 8 11f.cioi Eggrneers;note Tris'certiiication•is{invite tc ar as bu It�r�p tion a1 system corhjponents'as i bstaltec prior{"a'backii'1 The t ezc�ureer did rotsupevrse"ConsteucUon of<he syste r The inkfaller as umes,resptinsibit ty or aH'ma[eiials,ivordir'anship',bacicf llmG;. tospec+tied".graIes.wvith proper ccmpa.tion and setting nseF�iuovers as s,towwm orr l©tlesign,';Gldn., 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 required by law. DATE: 06/30/2016 Fill in please: APPLICANT'S YOUR NAME/S: IZAIAS SERRANO SILVA BUSINESS YOUR HOME ADDRESS: 48 DUNNS POND RD- HYANNIS- MA-02601 -, TELEPHONE # Home Telephone Number 508-3606270 NAME OF CORPORATION: .SERRANO LANDSCAPING AND TREE REMOVAL LANDSCAPING NAME OF NEW BUSINESS SERRANO LANDSCAPING AND TREE REMOVAL TYPE OF BUSINESS IS THIS A HOME OCCUPATION? YES NO ��-I ADDRESS OF BUSINESS 48 DUNNS POND RD- HYANNIS -MA-02601 MAP/PARCEL NUMBERa"70 —OiX)'60 [Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town.;pf, 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 CO MISSIO R'Sq0FFIThis individ al een of fay rmi a ui aments that pertain to this type of busine�:1ST COMPLY WITH HOME: OCCUPATION uth r d ignaru ** MULES AND REGULATIONS. FAILURE TO MMEN COMPLY MAY RESULT IN FINES. 2. BOARD A H LTH 06� MUST COMPLY-WITH ALL This individual has bee in rm of th irements that pertain to this type of business. HAZARDOUS MATERIALS REGULATIONS Aut ize g ature** d COMMENTS: i7 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: Dater 3/0 I TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM. NAME OF BUSINESS: �-4 I�V�G �--�.c Cat '� DK�C `-f '44 Vv-'�� a BUSINESS LOCATION: `� INVENTORY MAILING ADDRESS: TOTAL AMOUNT.: TELEPHONE NUMBER: P 3 •2 CONTACT PERSON: 2 t v �? EMERGENCY CONTACT T EPHONE NUMBER: ��}^�� ��o �3 MSDS ON SITE?M TYPE OF BUSINESS: (? INFORMATION / RECOMMENDATIONS: Fire District: Waste Transportation: Last shipment of hazardous waste: Aa �Q Name of Hauler: 4aj S. CAY t ° Destination: Waste Product: 0 A 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 otor Oils Pesticides ❑ EW ❑ USED (insecticides,q;; odenticides) line, Jet fuel,Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene,#2 heating oil ❑ NEW ❑ USED .t ,��cellaneous petroleum products: rease, Photochemicals (Developer) �lb�lcants, 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 RustP roofers Miscellaneous Combustible Car wash detergents Leather dyes rr Car waxes and polishes Fertilizers Asphalt& roofing tar PCB's T 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 a d tar removers I field wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Appli ant's Signature Staff's Initials !° Hazardo us Materials Inventory Sheet Checklist Date Physical Street Address-Check database to ensure it exists Working Phone Number ✓ Actual Amounts -( ie. gas being used to fuel machines, thinner to clean brushes all count as hazardous materials-no blanks) Storage Information -location of storage, how long is storage for? �/ e —If none, note that. �' � Flv_Disposal Information -where and who? If none, note that. 7Applicant Signature - understand what is listed and noted —�-Staff Initial -any questions, know who to ask /Vehicle Washing/Rinsing? -give a vehicle washing policy and explain it Attach the Business Certificate with your sign off and comments "The inventory form should explain what the business consists of and the procedures they are doing. Notes need to be left to explain what you discussed with them. t ——100——EXISTING CONTOUR 28 N x 100.98 EXISTING SPOT,GRADE- Route W EXISTING WATER SERVICE rt er�Y H��� Rd OVERHEAD WIRES D UNN- ' S POND ROAD —e H - glueb 5 I' TEST PIT 99.83 `\ BENCHMARK _ m a o 9977,94 99.9X I 99.78 99,63 LEGEND a west U o HIGH °� �oih SCHOOL C Stree j r.:A I N 35'17'50 E': LOCUS ° ..::..:j 100.00' 100 6 i LOCUS MAP 99.947 100,30 NOT TO SCALE y CL x 100.09 x 99.89 61 � `��� �• 0.01 VGP �0 3 `t LOT 21 100.47 WALK 12,s1s tsF � GENERAL NOTES: 1 \ �——� 100,18 100,81 ":.:" .. 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL "': ..y....... \ BOARD OF HEALTH AND THE DESIGN ENGINEER. \ 100,29 <`.:..:.;. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS \ / 100,22 \ OF LOCAL THE RULES STATE AND IRONME T AL ODE, TITLE V, AND ANY APPLICABLE 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR \propane 1EXISTING TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE INSTALL CLEANOUT HOUSE(#48) 100,12 1 0, 6 DESIGN ENGINEER. \ i 100.29 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING T.O,F.=100.96t FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN \\ ENGINEER BEFORE CONSTRUCTION CONTINUES. BENCHMARK EX. SEWER/ titLn5. ALL ELEVATIONS BASED ON ASSUMED DATUM. OUTSIDE COR./BOTT. STEP IN✓.=98.3t :. ,.•: Iv to EL.=100.39 D,. ";` 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 99.79 RIN E N THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. � GARDEN 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 270-020-001 1 DEC -� 100,32 WALK 100,15`, ^:•''.; m 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. N F GAIDE, JOHN R BM 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS / C 00.23 100.39 R AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. K ! 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY \ 10' rn 100,20 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING F CONSTRUCTION. O PROPOSED � 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS / \SEPTIC TANK ) IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). + 99.75 \ 10011 GARAGE OF MAS 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE SPIKE \ h, ���� 3q�y INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. �J r,. : 3 G 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND �`�'" �' o PETER T. ✓' w O' j x McENTEE NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. EXISTING CESSPOOL !v CIVIL "' 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC TO BE PUMPED, FILLED ao 1 100,16 Na, 35109 SYSTEM COMPONENTS NOT SHOWN ON THE PLAN WITH SAND & ABANDON O�i✓('1`'•S OR REMOVED 11' 25�--�, �'Sl PARCEL ID: 270-020-002 0 99.64 100:00\ x 0 CGUci- PROPOSED SEPTIC SYSTEM UPGRADE PLAN PIN—— S 35'1 T50" W FENCE LINE (TYP. ) 48 DUNN'S POND ROAD, HYANNIS MA ti I Prepared for: Cape Cod Septic Services, 350 Main St., W. Yarmouth„ MA 02673 OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. GAIDE, MARION F Engineering Works, Inc. 1"=20' P.T.M. 168-19 696 NORTH HOLLY DRIVE 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. ANNAPOLIS, MD 21409-5502 (508) 477-5313 5/10/19 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:97.5 FOR A DISTANCE OF 15' AROUND THE EXI�Tl1VG SEPTIC TANK PERIMETER OF THE S.A.S. HOUSE(#48) INSTALL RISERS & COVERS OVER INLET AND SET TO 6" OF FINISH GRADE. PROPOSED D-BOX PROPOSED S.A.S. INSTALL WATERTIGHT RISER & PROVIDE ONE ACCESS MANHOLE TO WITHIN 3" COVER SET TO 6" T GRADE OF FINISH GRADE FOR INSPECTION PURPOSES T.O.F.=100.96t RIN E F.G. EL=100.Of C F.G. EL.=100.2t F.G. EL.=100.1t F.G. EL.=100.0t MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 20' ! `' L = 14' L = 13' �• ® S=1% (MIN.) 0 S=1% (MIN.) ® S=1% (MIN.) � 4"SCH40 PVC s" - 4"SCH40 PVC 4"SCH40 PVC r a6 1 as W LLLt0"I " �a" s ®aa aaa INV.=97.75 48" LIQUID LEVEL GAS ADBDAF 4' 4.8' 4' �2z `�� GARAGE INV.=97.30 PROPOSED INV.=97.13 Dc h . INV.=97.50 D-BOX EFFECTIVE WIDTH = 12.8' -- p INV.=97.00 PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS T) SURROUNDED WITH STONE AS SHOWN PROPOSED S.A.S.I . CONNECT TO EXISTING SUITABLE SEWER PIPE H-10 RATED 00I O _ AT HOUSE, AT OR ABOVE, INV.=98.3t(verify) IC TOP CONC. ELEV.= 97.8t F-----25'-�I BREAKOUT ELEV.= 97.50 INV. ELEV.= 97.00 e aama NOTES: BB®pp®a ®® a6 SEPTIC LAYOUT BaBa aaaaa im 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & BOTTOM ELEV.= 95.00 4' 2 X 8.5'=17.0' 4' INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. 4' MIN. OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND PERVIOUS MATERIAL TRUE TO GRADE ON A MECHANICALLY COMPACTED 5' MIN. ABOVE GROUNDWATER LEACHING SYSTEM SECTION ®®®® 0 SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). BOTT. OF TP, EL.=89.0 - ®®®®®® ®®®®® 33 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 3/4" TO 1-1/2" DOUBLE L� ® 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE WASHED STONE CV Z E2 LO'0 AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 3" LAYER OF 1/8" TO 1/2" SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE 102" (OR APPROVED FILTER FABRIC) DESIGN CRITERIA SOIL LOG 4" KNOCKOUT DATE: APRIL 30, 2019 (REF#TPT 19-7) 20" DIA. COVER NUMBER OF BEDROOMS: 2 BEDROOMS SOIL EVALUATOR: PETER McENTEE PE(SE#1542) SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) WITNESS: DAVID STANTON ,R.S. HEALTH AGENT 4" KNOCKOUT / 4" KNOCKOUT 58" ELEV. TP-1 DEPTH ELEv. TP-2 DEPTH DESIGN PERCOLATION RATE: <2 MIN/IN , DAILY FLOW: 220 GPD 100.0 q 0.. 100.1 q 0.. DESIGN FLOW: 0 GPD LOAMY SAND LOAMY SAND 4" KNOCKOUT 10YR 4/2 10YR 4/2 ` 4 3 B 8" GARBAGE GRINDER: NO-not allowed with design 99. B LOAMY SAND 8" 99. LOAMY SAND 500 GALLON CAPACITY, H-10 LOADING LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 10YR 5/4 10YR 5/4 .74 GPD/SF 97.8 C1 26" 97.9 C1 26" CHAMBERS PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY FINE SAND RC FINE SAND N.T.S. ' PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 2.5Y 6/6 PE 2.5Y 6/6 34"/52" PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 96.5 42" 96.6 42" ; SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES c2 C2 48 DUNN'S POND ROAD, HYANNIS MA SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. MED. SAND MED. SAND Prepared for: Cape Cod Septic Services, 350 Main St., W. Yarmouth„ MA 02673 BOTTOM AREA: 2.5Y 7/3 2.5Y 7/3 SCALE DRAWN JOB. NO. 12.8' x 25.0' = 320.0 S.F. Engineering by: TOTAL AREA:.............................................................. 471.2 S.F. 89.0 1 132" 89.1 132" Engineering Works, Inc. NTS P.T.M. 168-19 = 348.7 GPD NO GROUNDWATER OBSERVED 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) PERC RATE: <2 MIN./IN., "C" HORIZONS (508) 477-5313 5/10/19 P.T.M. 2 Of 2