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HomeMy WebLinkAbout0150 WEQUAQUET LANE - Health 150 WEQUAQUET .LANE Centerville A = 250 — 157 SMEAD No.2-153LOR UPC 12534 smsad.com • Mach In USA '43sr 1l6t IR®N TEES PiODIKi 1!E SFI �SmR " WAMCM No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 21ppYication for Mispvsal *pstem Construrtion permit Application for a Permit to Construct( ) Repair(k Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /5�o kC_dtaD4Q4,)ET • fix/ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel /�' C s 111u1.0 COA I TFI o ! 6 ie� v/44-6- Installer's Name,Address,and Tel.No.j 0:9-41 Z 8S i-1 Designer's Name,Address,and Tel.No. .5 02-iI 7.-�l-G53'7 7 C A06COt 6c 7C. 6NC-1N6;2E;UAJC= TNC- 4 �. Type of Building: Dwelling No.of Bedrooms 3 Lot Size .2 sq.ft. Garbage Grinder( ) Other Type of Building RjE5 jD&-X -i AL, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3® gpd Design flow provided gpd Plan Date Cf-I q -2,0( Number of sheets I Revision Date Title / So WE V uJQ L26"r L4W 6 Ct� yj t=Lc Size of Septic Tank 1 Type of S.A.S. C—,*4,L.W 69,494&_ ' Description of Soil 04a 'T) daAaSCC,n l b-tea O-t�i4 tJC. �ts� P[J�N Nature of Repairs or Alterations(Answer when applicable) ;s'III 1,®® C_,d,4AD O 56I TjC.T,40K, rn mCCU N-av D.-8ox -a> ( � o�CAL-� 1 14 n4 'q Ff_-� OF- 46eaAlEdyf-7 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 this Board of Health. iCA4 9 ed Date Application Approved by Date Application Disapproved by Date 0 for the following reasons onk Permit No. Date Issued Y V1No. *s A , Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF-IRARNSTABLE, MASSACHUSETTS Yes �f ItJ�IcatIDTC for misposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( Upgrade( )„Abandon( ) ❑Complete System ❑Individual Components 9 Location Address or Lot No. 4,,�/ Owner'sN�ame,Address,and Tel.No. Assessor's Map/Parcel tjO /f 9 �' lllJ C 1 C'✓/L.,[ i Installer's Name,Address,and Tel.No.j p:g-411-$$�'�`� Designer's Name wAddress,and Tel.No. 3 0$-P 7, 1-0 377 C dV6ic!(0a Ic BAtS65/Rip QG EluCzl bdMtA) 2 „ Type of Building: Dwelling No.of Bedrooms b� Lot Size oZ $�(�t sq.ft. Garbage Grinder( ) 'Other Type of Building j?r S lA AA •No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3Q gpd Design flow provided gpd Plan Date •,,1p(1? Number of sheets Revision Date Title 150 W Fr uAG uEj7 4..4!U 6 e*—_x�zV z e _AC Size of Septic Tank 1 00(3 jS 2/ J Type of S.A.S. (��, y Uy ExAt AKJ 4_.k1AiUP_ ,�,'-• I Description of Soil 04 a 7D l�e�a�GQ_S� � !b-.�!)wla G,eti4 e.�'C. � �/ lae ��c:�' P[.Ii e�I ` Nature of Repairs or Alterations(Answer when applicable) U F A;kj-4`lt ./job;5,ott .50riot-TAP64, To !J b$U 14-e.o 11 r,8oX ?1 a 14—3� or-m! x� Syltr�ca�t�t.�C�- Date last inspected: Agreement, The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in l 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. Sued j )` �� /„*"?^-� Date Application Approved by G (/ /�({{iTlle/f / ._ . Date w � , � r, Application Disapproved bye v /v Date w r for the following reasons Permit No. Date Issued /. / 0 j R— -------.------------- 7- - ---- - -------- -- - - - - - - - ._.._� _ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS t Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(x) Upgraded( ) Abandoned( )by AR-6—coor D ' Eli- '&ZPA(sL_ , at 10 A ()F= l IAAJ0' t4 'I//44=l!_!=� has been constructed acc�o�ce, with the provisions of Title 5 and the for Disposal System Construction Permit No.� / Installer�/E ��C ) �rQ�t m Designer &�et;_1 /5MZA)& #bedrooms 3 Approved design flow 330 gpd The issuance of this permit shall•not/nbye construed as a guarantee that the system will functi�n ans�designe Date lw� Inspector,, ------ - ---------------------------- - ___ _ — - ---------- -------- �•. --- ------ . No._ Fee / `� C/` THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS -Misposal 6pstem Construction 'ermit ,'Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at /50 (/J C-&Q"()jF"- J_,4A) ('� ►/�� 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 mustmu�strbe.completed within three years of the date of this permit. Date �/ / �1 W/ IK Approved by /'� 6ep. 1U 2ulb 4, 341M No. 2552 P. 1 Town of Barnstable KE'°+�.� Regulatory Services � r+ntwerAr♦t-E, js Riebard V. Scali, Interim Director ^� public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 gffice! 508-862-4644 Fax; 508-790-6304 Installer& Designer Certification Form Date: 9'Z d'16 Sewage Permit# o10{ -�Lg8 Assessor's MapTarcet 2 5 0/ 1_j -7 Designer, 5C Eo9t�ne�jlynC. Installer: Cap-e_w,'de- Ln-6-cerf se-S Address: 2 e 5 Y Cran\ot ry W5i wa y Address: 133 Ca,,t„ty,ttC l e,j S-4fF.&f Cask Wac6Aann, HA 02538 Masti ee, N6 02Ic `I9 On 9-(�'S-9-0 (9 CQeeji& Ear�Ue(fse-J was issued a permit to install a (date) (installer) septic system at ( 5 0 W e,2 IJ ct q L,&+ GC,ne-- based on a design drawn by (add ss) G E'n ln 0G dated 9r�y� /� �aev.l . g-2,e-le) V (designerI certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and'the soils were found satisfactory. I certify that the septic, system referenced above was installed with major changes (i.e, greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-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 construc ` nee with the terms of the RA approval letters (if applicable) o� 17. tuna L G� CHUR ILL JR. AASEsRETI at ) N .41 7 a� o s(Affix igne s S mp Here) PLRNSTABLE PUBLIC HEA HD S N. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOT IS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK Y'OU. Q:1SapticTesignerCertification Fonr Rev 8-14.13.doc TOWN OF BARNSTABLE — LOCATION I�JC� WE(yAaVT Lq SEWAGE# dL01'S-D-S8 VILLAGE CGNr6PVJLLG ASSESSOR'S M-AP�&PARCEL A50 I `] INSTALLER'S NAME&PHONE NO.( IAP W[0U =d.T�t QIS�SI 4TZ �77 SEPTIC TANK CAPACITY 10,00 GALLOWS LEACHING FACILITY:(type) 5a3!q C-M"giMS (size) I 4 o X X5 / NO.OF BEDROOMS OWNER e DA 'S l-t I-T-64 PERMIT DATE: 9-` -aO 1,° COMPLIANCE DATE: C1 -i ck—'R®f g Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility NIA Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) A} A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) � A Feet hi/ FURNISHED BY CAA! EW AJT s R�p O O CK �I 1 a1 i W � o A_t 13 3' 6-I Zo .z' C-3 - 4S' C, LA3.6 r� Town of Barnstable P# � rt� • ' Department of Regulatory Services } I >r Public Health Division Date MA91 1,639. 200 Main Street,Hyannis MA 02601 � rfrt"tld" Date Scheduled_ ✓ Time ( Fee Pd— 0A r M Soil Suitability Assessment for S e Disposal Performed-By: Nf GV I&eA e m Gal�e_( FT 1 . ) Witnessed By: LOCATION&.GENERAL INFORMATIOIJ Location Address I, ' Owner's Na►r �e �d�(t714 `J® W&Q yA<4('6-1 C/4X9tE__ C ( v"L Address 150 wL Qt>r✓T�-lV Assessor's Map/Parcel;­ 101 S(, ( � Engineer's Name ?� &)4z:WtlJ&Z NEW CONSTRUCr10Nr( REPAIR Telephone# 7 —d377 Land Use• 5145 �- Tag^m,� clwe i tvt! Slopes Surface Stones r Distances from: Open Water Body -' ft Possible Wet-Area ft Drinking Water Well — ft I Dralhage Way i' ft Property Line �7 16 ft Other — {( i iSKETCH.,(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands•tn proximity,to holes) See_ ctk�-�� Pla�l • . i Parent material(geologic) oukwasln Depth t0 Bedrockf 41 Depth to Groundwater. Standing Water in Hole: 7 7 y. b _ Weeping from Pit Fnea Estimated Seasonal High Groundwater 1 yy bSS DETERMINATION FOR SEASONAL-IIIGH WATER TABLE Method Used: Ptreek 60serva 4 0 Depth Observed standing in obs.hole: 7 Y y In. Depth to soil mottles: lu.' Depth to weeping from side of obs.hole: — In, Oroundwator Adjustment tr. dex Well-# — Reading Date: Index Well loyal. AdJ41actor, _: Ad;.(1roundwattil-Leval PERCOLATION TEST onto Vinti Observation Hole# Time at 9" Depth of Peru Time at 6" (Start Pro-soak Time @ . Timo(9"4") BndPro-soak PP1G rcJe- �a�i2✓1 �duaY1 Di� { e{7Z (�t1lo rdcEed 5. q i�3 PtcPorct� b� w H W c�uwk kdds Rate Min./lnch . L Z � '• `L�2-� �l -1� gc�n-sia� 170G�p DF �T�p(T� • Site Sul tability Assessment: Sito Passcd 5 Slip Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back--------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conseirvation Division at least one(1) week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# 14 2, Depth from Soil Horizon Soil Texture Sdil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stoned;Boulders. o isistencL%'Gravel) 30 - 3`/ A ` s /o Yr3/I '3 y' — ba . l 4 Y G =c S . Qua caid�� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon. Soil Texture Soil Color Soil Other Surface(In.) (USDA) c (Munsell) Mottling (Structure,Stones,Boulders. Consistency. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. Consistency, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Sol] Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Co Plood Insurance Rate Map Above 500 year)`food boundary No— Yes . Within 500 year boundary No ,Y�Yes Within 100 year flood boundary.No.,T Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious materlal exist in all areas observed thrpughout the area proposed for the soil absorption system? `� 5 If not,what is the depth of naturally occurring pervious material? _. Certification I certify that on 10."2?'9 9 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,experu a and erience described in�10 CMR 15.017. Signature Datb Q:WEPTIMERCPORM.DOC Z`7 VA 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 13U5ine5S Certificate that is required by law. / DATE:0 Fill in please: AP PLICANT'S YOUR NAME/S: L to F T 1 S• t � .�a� &i ,• YOUR HOME ADDRES . BUSINESS 0359 W4 ut LLC TELEPHONE # Home Telephone Number S 4 .... . NAME QF CORpORATION NAME OF NEW.BUSINESS S Tl(PE OF BUS 1NE55 I,..- b �(ES f N IS:A:HOM-..QCCLIPQ',ION, CN IS T1 I ,X. ..: . . Assessln ADDR�55 OE,OlJS111I�S5� � �` MAP/PARCEL NUMBER. . (. gJ 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 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 COMMISSIONER'S OFFICE This individual has been informed of any permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 2. BOARD OF HEALTH This individual has een i ec� f he permit requirements that pertain to this type of business. MUST e:OMpL1(WITH ALL ' V �t ARDOUS MATERIALS REGI -AT!,'%Wc Authorized Signature* COMMENTS: � I S. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** I COMMENTS: r ' TOWN OF BARNSTABLE Date: Z/ 5/ TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: t EsS4 fR BUSINESS LOCATION: ej I f INVENTORY MAILING ADDRESS: 1 W E9 vA q u& TOTAL AMOUNT: TELEPHONE NUMBER: S'09 3600565 CONTACT PERSON: J(,oaS EMERGENCY CONTACT TELEPHONE NUMBER: 360 MSDS ON SITE? TYPE OF BUSINESS: Cn✓► d � 1G, INFORMATION/RECOMMENDAT 6 NS: 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 UrNEW ❑ 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 (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 vijl r J Laundry soil &stain removers ��T C' � Z�+���US (including bleach) Spot removers &cleaning fluids (dry cleaners) CA S � G�e Ale Xk{ /' Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signatu a Staff's Initials / r`r r L � Fps..:...... ................. ,r THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH T.4...GL� ...............OF........... �Ju Appliration for Bigpnsal Works Tnnitrnrtinn amit Application is hereby made for a Permit to Construct (✓f or Repair ( ) an Individual Sewage Disposal System at: .............. gz �C eJ. G�s7 7��e't�o���.. Location=Ad ress or Lot No. ........SL:S .. '�"� ...••• .. / ir�e?�� ..�.----- J1 owner Address W ,l��G ... ©1 .�... ! �J L: rll. ..- ............................... a � Installer Address ����� S UType of Building Size Lot................ ......... Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grin r `k Other—Type T e of Building No. of persons............................ Showers f� YP g P ( ) — Cafete a' Other fixtures ................................. WDesign Flow...................!'-$..................gallons per person per 1 clay. Total daily flow............... ................gallons. WSeptic Tank—Liquid capacity/ADSgallons Length.4.1V. Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No......../.'........... Diameter------/A...... Depth below inlet...... .......... Total leaching area—VIt 7sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '—' Percolation Test Results Performed by.- A9/4/1�d�IX��.�E%xf�,�_ Date-___-•�`�/ ............. P/970 Test Pit No. _._.minutes per inch Depth of Test Pit......Z:?�'...... Depth to ground water....N0n:4:!.--. fT4 �91%6,7 Test Pit No. 2... ....minutes per inch Depth of Test Pit......./�..._... Depth to ground water...Ne .4=_... •---•-----------------------------------------•----------:............ -- -------.-----------------• 0 Description of Soil----•---------•------- .=S• --T`� .. vra�l rl e?�. . . l` U ---------•-----•-------•------•---------------------------_.2.�..._�®�rs�... � �------••- UW .............................................. �"- --------------------------------------------------------------••--------•-----•----•--.-.- 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 TT::1.Z,4 5 of the State Sanitary Code— The ndersigned further agrees not to place the system in operation until a Certificate of Compliance has bee d y e A of health. S• ed..... ••--••••.. .... . .............. Application Approved B ••-•-••-•-•----••--••--••-• 2i ._.__....--•-•...............•--------- ---- ---•---------- Date Application Disapprove a following reasons:.........................-...................................................................................... _.......--•-••••--•-•--•••--••.............•--•••--••--•----•--•-•••-••••--•--•-•-•----•------••••-•---•-•••--•--------••---------•--•--••-••--••-••-------•••••••------••-••--------••••------•-------- Date PermitNo......................................................... Issued-....................................................... Date ..3"...........:. Fns...l� ............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF........... �--•�� ........ Appliration for Uiipusttl Vorkii Towitrnrtion Vanat Application is hereby made for a Permit to Construct (✓) or Repair ( ) an Individual Sewage Disposal System at: ............. �.`.� ..._ .!tc:. ........ :r�cA=............ ..... .. ..........................................i c I�ocatron Address or Lot No -.L.. ........................ - - .. ... / Owner / Address/ - f ---------•- s �. Installer f Address U Type of Building Size Lot--- ': ` ...S Dwelling—No. of Bedrooms............................................ Attic ( ) Garbage Grin er aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeter (-`") P4Other fixtures ...--•-••-----------------•------------•----•--------....------......---------...._._.. W Design Flow...................- low..................' . ....... .......gallons per person per day. Total daily flow................ ?...._............gallons. WSeptic Tank—Liquid capacity�t-: gallons Length__--�.:•:-- Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No......./........... Diameter....._Z2...... Depth below inlet-•---_`!......._... Total leaching area.F/...!e: sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 1...... r'� 'ar........................ Date f .. ............. Percolation Test Results Performed by tc �':: .. :....:......:..... l r' '�' Test Pit No. 1_.:!. ....minutes per inch Depth of Test Pit......Z�;._....... Depth to ground water--_ Test Pit No. 2...: •__?c.....minutes per inch Depth of Test Pit....... `..._.. Depth to ground water... ..... a' -------------------- --------........_...•-----------....--•--•-•••---•.............--•--......_�... ..............•-----••--••-••.............----- Description of Soil �,, ; :.. /.............. .. ----------•-•----------•---•-------- ---- V .................................................... --..Y•�ril c' ........ter.-��t° -------------------------------------------------------------------------- V 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,LiT?:,ti. p 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. S :e:d..... .......................................................................................... Application Approved BV;e -•--._.?Date Application Disapproveowing reasons:-------•------••-•---------------------•-------•--------------------------------------------------...--•-••----- -----•-•--•--••----•.............•-•---•----•--....-----••--...-•---•---•-.._..-------•--••-•--•----•••---•---••-•------••------•-•-------------------•-------••---•-----------•----------•------•------ Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......................OF.................................................................................... Trrfifiratr of f ompliaurr TH 13O VRTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) Vtallied� C Instaat_ _ '. p The State Sanitary Cod as scribed in the --- - --- ----------has been in accordance with the rovis' ns of application for Disposal Works Construction P rmit No---./,-r-................................... dated---p_�1_�:"._�'�..................... THE ISSU NCE F THIS CERTIFICATE SHALL NOT BE CONSTRUE® A GUARANTEE THAT THE SYSTEM %2FUj�jCTION SATISFACTORY. �I'•...i... 6. DATE... --•-- ........................•---••---••-----------•---- Inspector--••-- -•--•- =---.._.._...-------._.....---------•--.._.......--•---•----•---•--- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No. _ .+ � OF..................................................................................... FEE.... ....... Dispoo :l ii Taani#rnrtion rrniit Permission is hereby r ted---•---•---.---... ............................................... -•-----••••---•-------•-•-•-•----•....---......................... to Constructor a an I 1'. Sewage Di '` $y. atNo...----•- .... .__ :. �- ---------••----•------------------ --------------••-- Street as shown on the application for Disposal Works onstruction Permit No......... ... ... D ..................... . ......r -� -- -------- • --. oard of Health DATE.......,i F FORM 1255 HOBBS & WARREN. INC., PUBLISHERS LOCAT,I,ON SEWAGE PERMIT NO. VILLAGE LLE INSTA LLER'S NAME & ADDRESS S UILDE R OR OWNER DA T E PERMIT. ISSUED DATE COMPLIANCE ISSUED �� Us0 .7- -�yn� j'1 L-3 �y 0 i AsBuilt Page 1 of 1 LOCATION SEWAGE PERMIT NO. -LOT y-3 _w.f��_l.4Kt-r.AA) VILLAGE INSTALLER'S NAME a ADDRESS 11UILDER OR OWNER a lgft - S.vi£c D-5 DATE PERMIT ISSUED DATE COMPLIANCE ISSUED �iaAz- 60 i3 zY http://issgl2/intranet/propdata/prebuilt.aspx?mappar=250157&seq=1 8/l/2018 S1 TE PL A IV T YPICAL PROFIL E f � N®T TO SCALE SCALE lBSTD. L T WGT C.I. MH COVER..N ;. ---- 4„cI PIPE 4`{8/r. FIBER PIPE TIGHT JOIN Ts FLOW L/NE a In E r LEVEL ;- - - - ----f - __ p ro,FIRSr ✓OIN < DOEL LING f;p 14 C.I. rE£ ,- -- C. TEE ; STANDARD PRECAST _' 4 CONCRETE G=t GALLON C.;, SEPTIC TANK DI S TRIBU TION BOX R B , TO BE INS TAL L ED ON 1. LEVEL, STABLE BASE. SEPTIC TANK .F, � ' ' r ' TO BE INSTALLED ON LEVEL , SrABL E BASE ; 1 -. " ; C 4 g j v� ..� 2"-- //8 TO 1/2 WASHED PEA STONE L EACHING PI T a,l t e ALL AROUND FREE OF IRONS, FINES AND DUS r IN PLACE BASE rO BE LEVEL BRICK 8 MORTAR COURES AS REOU/RED r0 BRING 3/4" TO 1-I/2" WASHED CRUSHED R M I COVER TO GRADE 24"C STONE ALL AROUND FREE OF .I. H COVE AND FRAM£ IRONS, FINS AND DUST IN PLACE - �: %` . ;vim•v `j ..._•_---._ ® ? =��G' k'1. !�`7 • p'� c 4t, ---- ¢--- 8 1 FLOW L LEACHING PIT SECTION-- lNL E7 - �:.��� �,}• I.� ..t�1.•T.�i"'' ____. ._.-_._.._-- ° �� - f __��:.�'_ _ I. CONCRETE T 0 BE S 4000 PSI 28 DAYS 2. REINFORCED WITH 6" x 6'' NO, 6 GA. W.W.M. 3. 2' AND 4' SECTIONS ARE AVAILABLE FOR GREATER Lr. r y r DEPTH REQUIREMENTS. I r, I IN£P N O G WITH 4-1/B � 4. NUMBER OF PITS REQUIRED OUTER DIAMETER 8 NOTE: EXCAVATE TO ELEVATION �__OR LOWER AS �. . . OV. 1-3/4' INSIDE DIAMETER , REQUIRED TO REMOVE ALL LOAM "AND CLAY BENEATH PIT. REPLACE EXCAVATED MATERIAL WITH CLEAN GRAVEL TO DESIGNED GRADE , t .f jc O 1 Y �.. 4. O" > - 6 r I \ MIN. EFFECT/VE- DIAMETER (NOr TO EXCEED 3 TIMES EFFECT/V£ DEPTH) 1 --� WATER TABLE :a' � ± A.1 ►?'�#'d 2`�,t.1 C N u n_.f �: � N G v c,.�' IU -�-G !�. r�_ v ) � Ail& i - ! ! SOIL AND PENC. DATA --- GENERAL NOTES -p r= J PERC. RATE L `Z M I Rj /I N , NO HEAVY EQUIPMENT TO RUN OVER SYSTEM. 1 TEST BY: ;� 2tJGr . u. 9CLD ; ;�J0V-/At2 ,t.V• i AS,jpG, } SEPTIC TANK, DISTRIBUTION BOX , LEACHING PITS TO BE STANDARD _ � / _ PRECAST REINFORCED CONCRETE UNITS ! j ``'r ° 1 WITNESSf:O BY: +� ( t?,, ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE P 1 ) rrL (64,0 TO REVISED TITLE 5 OF THE STATE ENVIRONMENTAL CODE , TEST PIT GR. EL.:I' !')- c7 d�; G.ti:a C, ,J •-, l c, _ DATE '— MINIMUM REQUIREMENTS FOR THE SUBSUFACE DISPOSAL OF TEST PIT NO.l r TEST PIT NO. 2 C? (oj 70 SANITARY SEWAGE EFFECTIVE I JULY 1977, 0' O" ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE t!..ilr S LL/• g' � MPAsG-r gA,KJC> BOARD OF HEALTH. S ` �oj �• C� to Vt K AT COMPLETION OF CONSTRUCTION , PRIOR TO BACKFILL ING, THE 7 _ te_ '._._ .. ._ BOARD OF HEALTH SHALL BE NOTIFIED FOR INSPEC710N. &A e p Cv NA M � pIUM PITCH ALL SEWER LINES 1/4" / FT. UNLESS INDICATED A nt C, 5A ►��t7 or f�L ,2oi�, kJ f�y�i t�3 OTHERWISE. 12' 6* �t o u kJ T<*r fZ P v AlA '"1 . DESIGN DATA BEDROOMS DISPOSAL EST. TOTAL DAILY EFF" L EGEND -'-' SEPTIC TANK O GAL. SIDEWALL. AREA __ ? �'—GAL.ISQ FT ' BOTTOM AREA _.—_! GAL./SO. FT. OX00 EXISTING GRADE LEACHING REQUIRED_ SO.FT. SEWAGE DISPOSAL SYSTEM ZONE __L- o ao ACTUAL LEACHING AREA -''! 'T-E_, SQ.FT. FOR c_-�-� FINISHED GRADE l _ , DOMESTIC WATER SOURCE: 'C `�-1 �► A T iF t� o. 00 ' INVERT ELEVATION Jt/L'I!,{.�iZ,7,sCilc�� j� -,Y �-� .. --.___ __L a>— \� -� P!_AN REFERENCE -- PROPERTY LINE '' a � p1411s1 � " 1'C \/lt�.i„�F: A I.J /�► \/( /S r �_,. -- - - - MEAN HIGH WATER • �. •. *� y�; SCALE: AS INDICATED DATE : 7 ZQ' 473 BENCH MARK DATUM: v h6.k - MARSH : . ."et l.: WM. M WA RWICK 0 A S SOCIA TE S �- {i ►�,J tJ \..1 - AsA. t2 4,4G n PDX 801 - Nc>RTH FALMOUTH ^�<:SSACHUSE 1"T.5' 02556 T.O.F. EL.- 6H.1�± FINISH GRADE OVER D-BOX = 64.6'± 1 FINISH GRADE OVER CHAMBERS = 64.5' - 65.7' PROPOSED VENT WITH CHARCOAL i �E N E RA L NOTES = ° - FILTER TO ABOVE GRADE PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2/o MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& RISER TO WITHIN 6" OF FINISHED GRADE 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS STONE TO CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE OUTLET TO WITHIN 6" OF F.G. MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2" OF 1/8"TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. @ FND. EL.= 67.0'± F.G. OVER TANK EL. = 67.0'± - 5" DIA. OUTLET(S) - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE STONE OR GEOTEXTILE FILTER FABRIC � DESIGN ENGINEER. 20"MIN.ACCESS PLACE RISERS ON ALL COVER(TYP.OF 3)� 3.',U MAX. TOP OF SAS = 60.50 CHAMBERS WITH 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL EXISTING 4" >t PROPOSED 4' SEE NOTE 23 5.20' MAX. ! SYSTEM UNLESS OTHERWISE NOTED. PIPES TO 6"OF SEWER PIPE PVC SEWER PIPE 59.50 SEE NOTE 23 BREAKOUT EL = 60.00� INLEFINISHED GRADE"*' 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN � „ - � ELEVATION =60.00' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A 6" 3 3 DROP MAX 3„ 9„ L-77 ± 2" DROP MIN MIN.SLOPE @1% PROVIDE WATERTIGHT o 0 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 4" PVC IN FROM JOINTS (TYP.) oo�� � THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 14" \ *64.5 SEPTIC TANK 4" PVC OUT TO 0 0 0 0 0 0 0 0 0 0 � O o o j 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. - LEACHING FACILITY oo o I oo 0 0 0 0 0 0 0 D O D O ! 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 0 CONTRACTOR TO PROVIDE CONTRACTOR SHALL CONTRACTOR SHALL 59.90' MIN. 6 59.73' 2 00 00 0 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK SPECIFIED DROP BETWEEN VERIFY SIZE AND 48" VERIFY CONDITION OF OUTLET TEE 0 0 0 °° 0 0 � 0 0 0 00 INLET AND OUTLET CONDITION OF EXISTING TEES o 0 000 0o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS GAS BAFFLE 6" CRUSHED STONE o 0 0 0 0 0 0 o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY o 0 AND DESIGN ENGINEER. TANK NECESSARY COMPACTED BASE 4 0" 3 8.5' (TYP) - 4-0 4.0' I 4 83' 4.0' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 68.00' OUTLET DISTRIBUTION BOX TYP.) ! ESTABLISHED ON A NAIL SET IN TWIN 12" OAKS AS SHOWN ON PLAN. L---- TO BE INSTALLED ON A LEVEL STABLE 25.0' BASE. FIRST TWO FEET OF OUTLET < 52 QQ' 9 CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 57.50' GROUND WATER ELEV.= 12.83' THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 2 - 500 GALLON CHAMBERS S MIN. CHAMBE. , END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES CROSS SECTION VIEW TO THE DESIGN ENGINEER. TYPICAL CHAMBER PROFILE SEPTIC TANK PROFILE H-20 DISTRIBUTION BOX DETAIL H-20 CHAME�rR DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE *CONI rr�CTOR TO 'v�RIFY EXISTING ELEVATION PRIOR WATERTIGHT. TO ANY WORK& NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE e DEEDED OR Jam.,\ !• ; TEST PIT DATA 11 REGULATIONS.A O S TE TOWNER/APP OWNEION HAS BEEN MADR/APPLICANT TO OBTAS TOOAIN SUCH DETPLIANCEIERMINATION TH FROM ZONING Gooseberry �``` • PERC NO. 15759 APPROPRIATE AUTHORITY. es Island • ` .•a•• � INSPECTOR: Donald Desmarais, RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED ` 1! EVALUATOR: Michael Pimentel, EIT, CSE UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR U MAP 250 l ler ••• ;// �/ I TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. ` % • • , C.S.E. APPROVAL DATE: Oct. 27, 1999 f • • ' • !x 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. `G p • • • • • • • • /f DATE: August 15, 2C18 oil • ' • • �j� TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE t w • • • Pt ` • • • • !� MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. I • • • ' ` • •�� ELEV TOP = 64.00' I REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, I • . � • • , • 31►� ELEV WATER = < 52.00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). /\ �1ftl t/ ° r • •• • • • Q PERC RATE = 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN �t `',;`` : • • SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. LOT 159 I P i`:' ' , •, • i+ + DEPTH OF PERC = 16. PROPOSED PROJECT IS LOCATED WITHIN: �� • • . • I TEXTURAL CLASS: 1 ASSESSOR'S MAP 250 PARCEL 157 1/ 1. 6 __ -- a , T + f • • • -- OWNER OF RECORD: EDA C. SMITH j 564o33. L6 \C� " °' LOCUS ' ; I ADDRESS: 150 WEQUAQUET LANE Cl) 011 \ --� 69, m • • ;'i ;� ` CENTERVILLE, MA 02632 ° • . ;` • ` Fill FEMA FLOOD ZONE X \ \\ (ap ` • "a fl \ 30" 61.50' COMMUNITY PANEL# 25001CO562J pro,. /oc • �, !! • ' ) , • + I q Loamy Sand 17. DEED REFERENCE: BOOK 17650, PAGE 165 J _ EXISTING LEACHING PIT(approximate 11 34„ 10Yr 3/1 61.17' V O `S*S.- GAS X`X X X- {� ) �* lr ••• • a�!<<.. rt , y location TO BE PUMPED AND FILLED I' •� - Loam Sand 18. PLAN REFERENCE: PLAN BOOK 375, PAGE 20 GAS GAS GAS GAS---�� \ #150 X�X-/ WITH CLEAN SAND & ABANDONED • B 10Yr 5/6 1+V 1► ZONE I 19. ALL DISTURBED AREAS SMALL 6E RESTORED TO ORIGINAL CONDITION. 0, 0 (v \ � EXISTING g HE � (Li 1 �' • // • � 60" 59.00' Q� `b 2-BEDROOM X . ;. •. • • • + ' + *"� . 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY J ti Benchmark / "'' G,, .* -' •• ' • • • ``J� FOR SEPTIC, SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY op``' ^°` Nail Set in Tree /� � DWELLING x MAP 250 � ' rn / *a=`` FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. <C/ . w ^Co Elev. 68.00' LOT 158 •• a 2� Approx. M.S.L. `o TOF=68.1'± DECK / D k PO it • • � 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A `� CHIM ,� •; • ��•� , Med. to Coarse Sand DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A / EXISTING 1,000 GALLON C 2.5Y 6/6 I REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. PROPOSED 2-500 GALLON a __67- - - - �X- x SEPTIC TANK BE (10-20% gravel & 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL H-20 LEACHING CHAMBERS 00 f12" TlidM(5_AKS _ - UTILIZED IN THISIS DESIGN cobbles) REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. 1 LOCUS PLAN 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE / 16"I� APPROVALS ARE REQUESTED FROM 310 CMR 15.221(7): L _ -65 PROPOSED H-20 SCALE: 1" = 1000' 1 A 0.70' WAIVER (3.0- 3.7') FOR THE MAXIMUM COVER OVER THE DISTRIBUTION BOX. / I DISTRIBUTION BOX 144" 52.00' ( ) e I 1 ,b (2.) A 2.2' WAIVER (3.0' - 5.2') FOR THE MAXIMUM COVER OVER THE SAS. TREE TYP I I TP 2 18 g4� . _ No Mottling, Standing or Weeping Observed ;- (TYP) � � :.. � TP 1� ' / - ___ _ _ _ __ --- _ . TEST DATA ° 64x5' 444, 63x6' DESIGN DATA L E G E N C. PERC NO. 15759 I V.__` l t�650xO EXISTING SPOT GRADE \ \ �6 NUMBER OF BEDROOMS 3 (PER ORIGINAL PERMIT#83-592) INSPECTOR: Donald Desmarais, RS \ \ \ 61 - - - 50 - - - EXISTING CONTOUR DESIGN FLOW 110 GAL/DAY/BEDROOM EVALUATOR: Michael Pimentel, EIT, CSE PROPOSEDY 6x 66 TOTAL DESIGN FLOW 330 GAUDAY C.S.E. APPROVAL DATE: Oct. 27, 1999 � PROPOSED CONTOUR �_ --INSPECTION ( \ ° - DATE: August 15, 2018 PORT // \` _ ' MAP 250 DESIGN FLOW x 200 660 GAL/DAY TEST PIT#: 2 ��AS /0 EXISTING GAS LINE w MAP 250 '- LOT 156 USE EXISTING 1,000 GALLON SEPTIC TANK c�iZ N LOT 157 _ Q ELEV TOP = 64.50' EXISTING OVERHEAD UTILITIES 25,546± S.F. PROPOSED 4" SWING-TIES SCALE: 1"=20' ELEV WATER = < 52.50' W W EXISTING WATER LINE PVC VENT PIPE DESCRIPTION HC-1 HC-2 min./inch INSTALL 2 - 500 GAL. CHAMBERS w/ AGGREGATE PERC RATE _ < 2 min. TEST PIT LOCATION CORNER OF STONE (1) 23.9' 41.0' DEPTH OF PERC = SIDEWALL CAPACITY TEXTURAL CLASS: 1 EXISTING 1,000 GALLON SEPTIC TANK CORNER OF STONE (2) 25.5' 29.3' (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAL/DAY O o v`V (25.0' + 12.83') ( 2 ) ( 2' ) ( 0.74 GPD/S.F.) =112.0 GAL/DAY CORNER OF STONE (3) 49.6' 46.9' I PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE 56433,D CORNER OF STONE (4) 48.8' 55.0' BOTTOM CAPACITY 0" 64.50' LS 742jF (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY Fill � PROPOSED H-20 DISTRIBUTION BOX (25.0' x 12.83) (0.74 GPD/S.F.) = 237.4 GAL/DAY OQ PROPOSED 500 GALLON H-20 LEACHING CHAMBER 30" 62.00' q Loamy Sand MAP 250 TOTALS: 34„ 10Yr 3/1 61.67' LOT 159 #150 TOTAL NUMBER OF CHAMBERS 2 Loamy Sand 1 9-20-18 MCP JLC Updated design data for 3 beds per Permit#83-592 EXISTING EH HE B 10Yr 5/6 REV. DATE BY APP'D. DESCRIPTION I TOTAL LEACHING AREA 472.2 SQ.FT. 2-BEDROOM G PROPOSED SEPTIC SYSTEM UPGRADE TOTAL LEACHING CAPACITY 349.4 GAL./DAY 60" 59.50' PREPARED FOR: DECK HC-1 Q CAPEWIDE ENTERPRISES NOTES: C Med. to Coarse Sand N. HC 2 2.5Y 6/6 LOCATED AT 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC (1 (2�l (10-20% gravel & SYSTEM COMPONENT. cobbles) 150 WEQUAQUET LANE CENTERVILLE, MA 02632 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. FSCALE: 1 INCH = 20 FT. DATE: SEPTEMBER 14, 2018 REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH 144" 52.50' of 0 10 20 40 80 FEET N 'ass TEST PIT DATA. o No Mottling, Standing or Weeping Observed JOHN L. G _ 3.) PROPERTY IS LOCATED WITHIN THE GROUNDWATER PROTECTION OVERLAY DISTRICT AND 3) RESERVED FOR BOARD OF HEALTH USE CHURCHILL JR. `^ PREPARED BY: Perc rate taken from Soil and Perc Data CIVIL JC ENGINEERING, INC. THE ESTUARINE WATERSHEDS. 1 11 2.8 dated 5-9-83 prepared by WM Warwick & NO. 41807 2854 CRANBERRY HIGHWAY ' 4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR THE (4 3 Associates filed with the Barnstable Board c, INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO 9g, of Health , EAST WAREHAM, MA 02538 INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR SITE PLAN 508.273.0377 -- - -.. TO BE INCORRECT. SCALE: 1" = 20' Drawn By: MCP Designed By:MCP Checked By: JLC JOB No.4338