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HomeMy WebLinkAbout0007 TUCKER ROAD - Health 7 Tucker Road Hyannis P A = 309 155 1 -- 1 y I r � TOWN OF BARNSTABLE LOCATION�7���I" /Q&4GlA SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL, INSTALLER' NAME&PHONE SEPTIC TANK CAPACITY /SSdO Gl4/��i/ LEACHING FACILITY:(type) 1�2 X 13 NO. OF BEDROOMS .� OWNER NL c PERMIT DATE: 2^/ '/!S COMPLIANCE DATE: 2 /j 1, Separation Distance Between the; I 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 a l � C Gilt _ a v i3 �l 1 t3 3`7 c — No. I Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in compute Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYiratiou for misposal *Pstem Construction Permit Application for a Permit to Construct( ) Repair(Upgrade(4<Xbandon( ) ❑Complete System - /Individual Components Location Address or Lot No.7 rdLt/i'r Owner's Name' Address,and Tel.No. 14 Assessor's Map/Parcel j D -/,s-S ���/ L V�c i R 04 14/kF f.4 Installer's N gAddrjs,and Tel.No.,519 -Y20-773 8 Designer's Name,Address,and Tel No.,-08-364-3311 Type of Building: Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re uired) 5i53 gpd Design flow provided gpd Plan Date 1 Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. dro a. w- Description of Soil Nature of Repairs or Alterations(Answer when applicable) 7sT �� 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 pf Health. Si ed Date Application Approved by Date 2- Application Disapproved by Date for the following reasons Permit.No. -2e w-- ou 1 Date Issued No. �i( � I � f Fee /�£ A ,w {, .. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Npfication for Disposal Opstem (Construction permit Application for a Permit to Construct( ) Repair(G)--Upgrad ( Abandon( ) ❑Complete System Individual Components Location Address or Lot No.J Tv 14G1 Owner's Name,Address,and Tel.No. Assessor's Map/Parcelj p 9_/SS" GI ut 1d/v//s G�L V��/ Gd�//v Installer's Name,Address,and Tel.No. 0 -9730 Designer's Name,Address,and Tel.No.-GC-3/lJ -33l/ 5141 7,/ G 4,4l loil-ems Yjr// !'S�'uflj A/I '.5 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ' Design Flow(min.required) S gpd Design flow prov ited 6 gpd Plan Date )W//k Number of sheets �� Revision Date Title Size of Septic Tank Type of S.A.S. I/ S 7iu r, ��u� �l,.,,,��e, Description of Soil r Nature of Repairs or Alterations(Answer when applicable) 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 Health. Signed,t.,..�,�-;//,l,.,� `�F, %,ik• ��:�.1-- Date Application Approved by /�,e.. 1 ,� r Date Application Disapproved by U Date for the•following reasons a �•'� Permit No. .GO w-- 021 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( Q Upgraded( G)- Abandoned( )by at 7 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.�O-/,? (`,u/ dated 2 Installer c�ia.,-e19G, j0r /3Ga`�/>> Designer #bedrooms.. Approved design flow and The issuance of this permit,shall not be construed as a guarantee that the system will f lnn�as de is gned. Date 114411 I•/ ! Inspector No. (U f Fee /00— THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction 3permit' r: Permission is hereby granted to Construct( ) Repair( 4-)-- Upgrade Abandon( ) System located at 'J 7ii � I'� i<�ri�✓� �'''.- 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 ' ction must be completed within three years of the date of this permit. Date FSb Approved byeit'll 1 a r (I V From: 02/15I2018 12:03 029211 P.00?1/001 Town of Barnstable � \ Regulatory Services Richard V. Scali, Interim Direacir " eneiasrnet L Public Health Division Thomas McKean,Director 200 Main Street,Hyant is,A1A 02601 Office: 508-862-4644 Fas: „J8 %9(i-h304 Installer& Designer Certification Fortis Date: t5 Sewage.Permit# .Assessor's Map"Parcel Designer: �(�F_ !^r1 ice!.. Installer �� J/- �; y � Address: rl. Address: 1��' � Oil 1 _ S vb�`as issued a perinit to install a (date.) __- (insta ei y p septic system at � -v C k— `��'. ! based an a design drawn by (address) dated i _1 U�_ __--- (de gner)jp + / 1-certif tl' t tY►e septic ystzin referenced'aboSe was installed substantially according to _....._-.._ the design, which may include minor approved changs s such as lateral relocation of the distribution box and,/or septic tank. Strip out (if required) w as inspected and the soils were found satisfactory. _ f 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 fi *required)was inspected and the soils were found satisfactory. I certify that the system referenced above was construct- e with the terms J of the F,� approval letters (if applicable) r DA VIE (irustaller s Signature) AL (Designer's Signature) `.+ (Affix Designe ainp Here) PLEASE RETURN TO ARNS 'BLE PUBLIC HEALTH DIVISION. C1IRTII�ICATE OF r^OVIPLIAI�ICE WILL NO BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:�Septic'•17esijner Certification Form Rev 3.14-13.doc 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, 1st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: - Fill in please: .,j APPLICANT'S YOUR NAME/S:_ A 09,: �N A m A i A x BUSINESS YOUR HOME ADDRESS: 7 T"U Cf�e Q - [ry a o-�N�s- ►'-A o�F,o) r, a 17y L,62- 9 TELEPHONE # Home Telephone Number S o V,- 7 9 O l l a 2 NAME OF CORPORATION: NAME OF NEW BUSINESS M G Lea Ni rV 4 vgopev-14 M6 , TYPE OF BUSINESS IS THIS A HOME OCCUPATION? L y YES•. No' E A✓ANce ADDRESS OF BUSINESS `T " -0Cico fZ It nn'S MA 6a6o1 "`MAP/PARCEL NUMBER Iy5 (Assessing) Barnstable This form is intended to assist you-in obtaining the information you may need. You MUST GO TO 200 Main St.ns of the Town`of - When starting a new business there are several things,you must do in order to be,in compliance with the rules and regulations - (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 h en in for ofxhe pe i equirements that pertain to this type of business: UP horized Signature* COMMENTS: � 3. CONSUMER AFFAIRS(LICENSIN AUTHORITY) This individual has be nfor a of h licensing requirements that pertain to this type of,business. " tC�� ►I Authorized.Signature* COMMENTS: i x , k'+ TOWN OF BARNSTABLE Date: 61 6 / /z , TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: AG m Ckeaiyi Na A Prop2YTv m4irv7eivA ce BUSINESS LOCATION: . `( 1"UCke ►2 rem -- NlUclrvrv;s. MA• 026® 1 INVENTORY MAILING ADDRESS: `f W-Q- sc)rn-2. TOTAL AMOUNT: TELEPHONE NUMBER: 1714. ?,':�,(, �2 Q CONTACT PERSON: R i A N A T, A ' sbamck EMERGENCY CONTACT TELEPHONE NUMBER: �jldl�` M��A( `l7 r{ � ;� Oro b MSDS ONN SITE?. TYPE OF BUSINESS: cAe-auiri INFORMATION/RECOMMENDATIO S: 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) Any other products with "poison" labels 0 NEW ❑ USED - --- — Any 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 I CANARY COPY-BUSINESS Applicant's Signature Staff's Initials i TOWN OF BARNSTABLE LOCATION 7 T.c cfc c! 6) SEWAGE# 01 3.30 VILLAGE &WdAni s ASSESSOR'SMAP&PARCEL p INSTALLER'S NAME&PHONE NO. C, 149 r:0Ci s.c Yu 2 if SEPTIC TANK CAPACITY /S d .. H f U LEACHING FACILITY:(type) 2y (2u f e k y (size) O J. sG NO.OF BEDROOMS t O WIJER PERMIT DATE: $ 0 S COMPLIANCE DATE: Separation Distance Between the: ; Maximum Adjusted.Groundwater Table to the Bottom of Leaching Facility .44 1! feet Private Water Supply Well and Leaching Facility(if any wells exist. j on site or within 200 feet of leaching facility) feet Edge of Wetland and L-aching Facility(if any wetlands exist within 300 feet of leaching facility). feet FURNISHED BY C) L fAt 34.o AZ z ,y ; _t 3 [ Cy 30-0 33." -6`f ifs Z -D i ° r TOWN OF BARNSTABLE QLOCATION 7 Tkc&.r i&j SEWAGE# U8'- 370 VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. (c Pewdk ram! s.t f�I ss cfp 2 SEPTIC TANK CAPACITY 11-d o H/0 LEACHING FACILITY:(type) Zy OA.4.ek Y (size) NO. OF BEDROOMS 5 OWNER /►74/h PERMIT DATE: 0 g COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 'Vv if 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). f feet FURNISHED BY 4z c � 1 No. ��U 3/`7 ed t "'ry Fee t b THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIPPliCotion. for �Bigpo al 6pe;tem Cott.5truction VCrtnit Application for a Permit to Construct( ) Repair(er.) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. %Kv_IL C (k O 0.d Owner's Name,Address,and Tel.No. Mt AAC%(Ay 1\ya.hh�S , 1NA -1 - %jcues RA" Assessor's Map/Parcel o .S.S N` Installer's Name,Address,and Tel.No.C m CW� Designer's Name,Address and Tel.No. J /` '-l�� • yoz� �0 3�.X —��3 So'6 z asy 0371 W Type of Building: Dwelling No.of Bedrooms Lot Size �����,y sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3,5 0 gpd Design flow provided S gpd Plan Date " LQ' �NAumber of sheets ` Revision Date Title \1 �C.e.0 ` - &k r ("S Size of Septic Tank I'j o 0 nth Type of S.A.S. 2g - (�y �,�y �j -C�Q cl<%41"&J;�5 Description of Soil 14P- p C\ C " — 3el 4 '• Nature of Repairs or Alterations(Answer when applicable) 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 Health. Signed Date $ " _ZAO 4 Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. 00 3�� Date Issued —0 ... w 4 :i.' ^w �-,K-zf.-. .... _.•.-. 5:�yt. .n--s..iY-,,�'`"`; ,�� ',wLe..., e '�.-.,.......-.::....r.fi. ..-=.s.-...- :�a'• ......--*:. -"=Y� aF ��- 3 / ► No. © a Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes "I cation for i.5 ova pe;tem Cowaruction Permit Application for a Permit to Construct O Repair O Upgrade( ) Abandon.( ) ❑Complete System ❑Individual Components Location Address or Lot No. \ of vc Owner's Name,Address,and Tel.No. �i i C l ' !\!� to -�, u L� Assessor's Map/Parcel J ` 1� ` � r Installer's Name,Address,and Tel.Not L `7-��t[�, � � Designer's Name,Address and Tel.No. l 1 U Z� L 6. Type of Building: Dwelling No.of Bedrooms Lot Size 1`�4 , , ` - sq.ft. Garbage Grinder ( ) Other Type;of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ` Design Flow(min.required) y gpd Design flow provided ``� C;1 . gpd • P1an,6 Date u .'Number of sheets , Revision Date Title Size of Septic Tank ( Type of S.A.S. 2 L, il k L L\ Description of Soil i t Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: F 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. j } Signed .-- Date $ ` "7 ' 'Zoo Application Approved by Date 9 a0Y Application Disapproved by; Date for the following reasons f > , �00 - 3 Ile 3d' ® Permit No. Date Issued 4 - 7-� AU r r —————————— ————————• - ———,——————————— THE COMMONWEALTBOF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance / THIS IS TO CERTIFY,that the On site Sewage Disposal System Constructed _Repaired � Upgraded 46 Abandoned( )by . G� i . �' �� L i,A 'C at "� "C y ( \C t �� \A,. ( (, n ra', S has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. /2003 + /mod dated Installer t, C�L i� Designer S(-•_ �).._ , ,\ t , � #bedrooms Approved design flow „/ '� gpd The issuance of thl• e/ '.t sh 1 t_be'construed as a guarantee that the syste w' 1 unction as dessigtted. Date �l s 1 c 1 Inspector' _______ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS =Eh6po$al *pgtem Congtruction Permit Permission is hereby granted to Construct ( ) Repair ( F. ) Upgrade ( ) Abandon System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided:pConstruction Qmust be completed within three years of the date of this permit` j Date o Q Approved by F ( 1 OW, El of barn'Stable p y Regulatory Services � I S 1 v�c�s �T I, j Thomits f.Geiler,Director' $ ► �nta. r I E "�" ! Public Health,Division ' i 'aoma McKean,Director , 200 Main Strcut,Iiyannis,MA 02601 I Office, 508-862.46" ,i 1 Fax: :f08-190 6304' , 5 Installer & Des►gner Certification Form Date: —` -0 .�.� I u ;s + i t C.. �fl «�e1<'�c IPA 1 I n Atasi��er: ...._.........�.-..�. 1 C ><nstuller: ���!��.�de Addre:+x ? (rh, i�� w. Address:! � 1 67-f-3z �.•:.�-Zook C ', L -►�� was issued a pe�rixiit to install f (ciao:); (installer} ' Septic system at -T"�rot r i (end.c�, based 6n.i design drawn ley +; (address) i1 i i �ticect� x+nC E dated August- ;- UO , designer) H { � _,✓ I certify that the septic, sysierh'referenced above was;ins tsalli d substantially according tc 3- the desist, which may include rr inor iapproved changes such ss lateral relocation of the ; i distribution box and/or septic oink, I certify that the septic syystern referenced abo e!was installed.with major changes (i.e greater,than 10' lateral reldcat on, of the SAS or any vertical3relbcation;of any component of thy; septic system) but in accor'dmice with Skate & Local Itegt�lation§' , -Plan revisioln c5r i certi.fi Sd cis-built by designer to follow. j I ' IC7i{ti i inr , _ G 'lVIRr i {.E Cr'S S1inatUM i r q 607 (Designeir's St e} I -(Af�i esijer's #amp Here) is i I � . PL S BLICVISI ItTIP7[CA' 'E r COMPLIANCE IL N �: l AS- B IL C i ARNS p DI ION. 0. Healthl5epticlDe5igner Certification Form, 10 - I L9E0 2LZ 80S IDNI833NIDN3af Wti 6b: 0i s0ez- i -nna ' Towri of Barnstable P# r2 Department of Regulatory Services o�tME►off Public Health Division Date 200 Main Street,Hyannis MA 02601 + BARNSTABLE, /� Date Scheduled Time Fee Pd. l/,�'/ LV Soil Suitability Assessment for Sewage Disposal Performed By: `1lG�o¢�l giwe.Y'1�eA 61T GSC . Witnessed By: Ac3nald $KalO(s� t4.S, : .............................�.,.. ...:. .....:..:.T .- ......v 4.:........:..ur v..:.v.v_. ._.a.,_.I.. .v,rr...v.:v.i.,.. .v.,.. ., Location Address Owner's Name 6L.y 4 el­L 110 A Address 'I j VLF,- 12o�e( I�"-tcf}v1nJ Assessor's Map/Parcel: '3 Ool l p S S - Engineer's Name CP'.y NEW CONSTRUCTION REPAIR y/ } ` ` Telephone# !;'132� C-f L8 Y02S _ Land Use SygC-- 6mi(y frestdar w-,( Slopes(%) I- 2 Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well •N)14 ft Drainage Way ft Property Line 716 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) ai r f Parent material(geologic) Owcs(n r Depth to Bedrock 7 12a a bSS Depth to Groundwater::Standing Water in Hole: 1 7 12 U p g 7iZ6 �3 Weeping from Pit Face byr t Estimated Seasonal High Groundwater 7 120u�'S 5 :,:�":::"I?.:.:"F::!:,::?!-v:�,:°-'-�,^:==-i;:-_. ...... ....:.::.::_'::iliie!!r., !!:::y:=:Ti ;,f;:::;i?;!:,::r;::::!:,.:n:n.::.:_,.::::..,.:,r: ...............:cr._,..:.::.::,.::.�::. .... .. ....._....... ....... ............VI ::.,::....:. ,... ._, ._........ .. .,yam,,,• y�j ....:...:::::: �..::x. ::.:::!!:::::�v'-:: kJJ1 ,LS1.]H :L:L 7 f A !�n? :'::.�:•I_:,._, Method Used: Dereek- 0A0erUas' Depth Observed standing in obs.hole: It 20 in. Depth to soil mottles: 7 l211 in. Depth to weeping from side of obs.hole: 7 t2.6 in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level — Adj.factor Adj.Groundwater Level ....................... �....... ......... .....:. i , Observation Hole# Time.at 9" Depth of Perc 30- 30"Yh ` Time at 6" s �' Start Prb-soak Time @ J0:6 7 i 6:V 0 " w Time(9"-6") End Pre-soak /0 Z( f 0:so Rate Min./Inch Z Z Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) N Original: Public Health Division Observation Hole Data To Be Completed on Back----=--- QJIMALTH/WPrnERCFORM 6iy:i!��..�. �:��r.::.��'��� ��•���.i��.�?;.�{%�..��'•T�•:� ::.�•$i:�..is�,��'"�,::i�����`i��.� �`'i?:'i2`i:< � ii;�...:�:`":`'!��:i%?`i?'•i�i:'i%%%isisa:::i;i%;is;i;c!:i22i£ i:iii'ii�: '� �x............ ...... e.:#..: . . ........::..:::::.::: Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (MunselQ Mottling (Structure,Stones,Boulderes. o i 3/f 1210YrS/6 — 30 iz0 G ,C S 20 .j <6 jvose is zo%�. Tcv�( : :: R .:A i.H E 0,G Depth from Soil Horizon Soil Texture. Soil Color Soil Other Surface(it (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consister CAN 8-a A L S f�9 it 3.f1 l2-30 (3 LS 10 , 30—12o G ` ^ /-t-c s 2.S Y /6 /Dose ' u_Zo/5ecve.l :.. :;I Depth from Soil Fiortzon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munscll) Mottling (Structure,Stones,Boulderes. Consistency, ° Gravel) - 3/1 _ C2-3o �s lei! S�6 30 a 26 G M-c-S 2 5 Y `G<< >' ", •ale::#<< > > >> ><>` < » < ' > :.:..:....::....::::.:..:.:... ::.....:.. ....::.... DEEP.:OB.SERATIC)N: 5.:..: :...:...:::..::::::::::..:::.: ...... .......... ..........:.:::..:::.::::::...:..::.:...:. e..tu.re•.;;: Soil Color Soil Other Depth from � Soil Horizon �� � Soil T,x Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency. r 3/1 U t2-3v C3 LS J� S/6 Flood Insurance Rate Map: Ahovc 500 year flood boundary NO— Yes r Within S00 year boundary No Within 100 year flood boundary No ✓ Yes Depth of Naturally Occurring.Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the.soil absorption system? Yes If not,what is the depth of naturally occurring pervious materia'.? Certification I certify that on Z7=9 5 (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,expertise and exp fence described in 310 CMR 1 S.017. I Signature Date r r DATE: 4/.4/02 • ----------- . PROPERTY ADDRESS:__Tucker _Road ——— _ Hyannis ,Mass------_---- 02601 On the above date, I inspected the septic system .at the a ovcR— D This system consists of the following: 1 . 3-6 ' X8 ' Block cesspools , f ` , ` MAY 0 3 2002 2 . Cesspools are in series , TOWN O ABLE' LTH DEPT. I Based on my inspection, I certify the following conditions: y _ 3. This is not a title five septic system . MAP 1. 4.,_This is a sewage system.. -_--- u PARCEL 5. The sewage system is in proper working order ,' at the present time . LOT, 6 .0-The system is-- 35,"-plus years old . 7 . #1 Pool is at operating level #2 '` pool is 59," 6elow the invert pipe . - #3 pool is presently"dry.. SIGNATURE:1' _J. � �11/ Name: J Macomber ram______ ., Company: Jo_sePh—P_ Macomber 1 Son , Inc . Address: Box 66 ' ---------------- � Centerville ,. Ma . 02632-0066 Phone:---508_775_3338- THIS CERTIFICATION DOES'NOT CONSTITUTE A GUARANTY OR WARRANTY JOSEPH P. MACOMBER & SON, INC. Tan ks-Cesspools-Leachflelds Pumped & Installed Town Sewer Connectlons P.O. Box 66 Centerville, MA 02632-0066 775.3338 775-6412 COMMONWEALTH OF.MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE S OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 7 Tucker Road Hyannis ,Mass ' Owner's Name: _ Toan nhrn Owner's Address: Same Date of Inspection: Name of Inspector: (please print)Joseph P .Macomber Jr . r Company Name: J . P .Macomber & Son Inc . Mailing Address: Box 66 ti Centerville .Mass.. 0.2632 Telephone Number: 508-775-3338 CERTIFICATION STATEMENT I certify that 1 have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my. training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system Inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system:. Passes 71 Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: ✓. Date: 4� T4' The system inspector shall mit a copy of this inspection report to the Approving Authority(Board of Health or DEP) within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspectorand the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Notes and Comments ••"This report only describes conditions at the time of Inspection and under the conditions of use at that-/ time. This inspection does not address how the system will perform in the future under the same or different x conditions of use. - — — - - - Title 5 Inspection Form 6/15/2000 page 1. Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE.DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 7 Tucker Road yannis , ass . Owner: Joan Ohrn Date of Inspection: 4 4 0 2 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: �4p have not found any, information hich indicates that any of the fa-iIure.criteria described in 310 CMR 15.303 or to 3 R.15.304 exist, ny failure criteria not evaluated are indicated below. Comments: The sewage system is in proper working order at the Y present time Cessnools are in series B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair,as approved by the Board of Health, will pass. Answer yes, no or not determined(Y,N,ND)in the for,the'foIlowing statements. If"not determined,'please ' explain. e s tic tank s metal and over 20 years old* or the septic iank•(whether metal or not) is structurally unsound,e'xhi is su stantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance . indicating that the tank is'less than 20 years old is available. ' ND explain; o�bbservation of selvage backup or break out or high static water level in th distribution bo due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System wD,l pass inspection if(with approval of Board of Health): , broken pipe(s;are replaced obstruction is removed distribution box is leveled or replaced - e ND explain: Ald The system"required pumping more than 4,,times a year due to broken or obstructed pipe(s). The system will - pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced , t obstruction is removed ND explain: 2 ` _ r Page 3 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:7 Tucker Road Hyannis . Mass . Owner: Joan Ohrn Date of Inspection: 4/4/0 2 C. Further Evaluation is Required by the Board of Health: A16 Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the system is not functioning . y in a manner which w' ch ill protect public-health,safety and the environment: OVD Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any)determines that the system is functioning in a manner that protects the public health,safety and environment: AV The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. .Ud The system has a septic tank and SAS and the SAS is within'a Zone 1 of a public water supply. A1The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ,12�The system has a septic tank and SAS and the SAS is less than 100 feet but 5 feet or more from a private water supply well". Method used to determine distance "This system passes if the well.water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitiogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: I This s a sewage' system The —system consists of three block cesspools . ( 6.X8 ' block cesspools ) 1The three cesspools are in series Mian cesspools acts r as a septic tank . Solids contained in#1 waste water -1passes to thg-two remaining cesspools .- 3 Page 4 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL-SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 7 Tucker Road Hyannis ,Mass . Owner0oan Ohrn Date of Inspection:4/4/0 2 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No ✓�ackup of sewage into facility or system component due to overloaded or clogged SAS or cesspool y Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool 4 Ar�!.LT Static liquid level in th distribution box bove outlet invert due to an overloaded or clogged SAS or cesspool _ r squid depth in cesspool is less than 6"below invert or available volume is less than %day flow equired pumping more than 4 times in the last year NOT due.to clogged or obstructed pipe(s). Number of times pumped Q. Any portion of the SAS,cesspool or privy is below,high ground water elevation. _ . Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ' Any portion of a cesspool or privy is within a Zone 1 of a public well. y;portion of a cesspool or privy is within 50 feet of a private water supply well. _ ' Any portion of a cesspool or privy is less tl an 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis.[This system passes if the well water analysis, performed at a PEP certified laboratory; for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen'is equal to or`less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] 6(Yes/No)The system-fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303. therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system,must`serve a facility with a design flow of 10,000 gpd to 15,000 gpd _ You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in"addition` to the criteria above) yes no the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply . _ /the system is.located in a nitrogen sensitive area(interim Wellhead Protection Area— IWPA)or a mapped Zone 11"of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered .,yes" in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 1 1 OFFICIAL INSPECTION FORM=NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 7 Tucker Road Hyannis ,Mass . Owner: Joan Ohrn Date of Inspection: 4/4/0 2 Check if the following have been done. You must indicate"yes"or"no"as to each^of the following: Yes No/ Pumping information was provided by the owner, occupant, or Board of Health r/ Were any of the system components pumped out in the previous two weeks? Has the system received normal flows in the previous two week period? ./ Have large volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note N/A Was the facility or dwelling inspected_for signs of sewage back up / - . Was the site inspected for signs Of break out,? �_. Were all system components,44cluding the SAS, located on site? lvkve, _Were the eptic tank anholes uncovered,opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction,dimensions,depth of liquid,depth of sludge and depth of scum ? V — Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes no/ V Existing information.For example,a plan at the Board of Health. Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)] n 5 Page 6 of 1 I OFFICIAL INSPECTION FORM'-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 7 Tucker Road ' Hyannis ,Mass . Owner: Joan Ohrn Date of Inspection:. 4 4 0 2 FLOW CONDITIONS RESIDENTIAL y Number of bedrooms(design): Number of bedrooms(actual): 7 DESIGN flow based on 310 C) 15.203'(for example: 110 gpd x#of bedrooms): nts: Number of current reside Does residence have a garbage grinder(yes or'no): Is laundry on a separate sewage system (yes or no): [if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use: (yes or no):4Z f7 � Water meter readings, if available(last 2 years usage(gpd))'�,,/ Su q — r2✓( Sump pump(yes orno): � g,�,,, � �`���i �Q Last date of occupancy: '40 COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203):. gpd Basis of design flow(seats/persons/sgft,etc.): Zoe Grease trap present(yes or no): Industrial waste holding tank present(yes or no): � - Non-sanitary waste discharged to the Title 5 system(yes or no): r " Water meter readings, if available: ,0)9 �. Last date of occupancy/use: r OTHER(describe): GENERAL INFORMATION Pumping Records / Source of information: / F_C, = c J % 4A Was system pumped as part of the inspection(yes or no):''�If yes, volume pumped: Q gallons-- How was quantity pumped determined? ?o Reason for pumping: . TYPE OF SYSTEM l) eptic tank,distribution box,soil absorption system Single cesspool Overflow cesspool f L Privy r ' Shared system(yes or no)(if yes,attach previous inspection records,if any) P Innovative/Alternative technology. Attach a,copy of the current operation and maintenance contract (to be obtained from system owner) . ` • ' )t Tight tank 41 Attach a copy of the DEP approval ��L Other(describe): AJd Approximate aoe of all comp nents, date installed(if known)and source of information: Were sewage odors detected when arriving at the site(yes or no): 6 Page 7 of I 1 OFFICIAL INSPECTION FORM-'NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C ` SYSTEM INFORMATION(continued) Property Address: 7 Tucker Road, _ Hyannis ,Mass . - Owner: Joan Ohrn Date of Inspection: 4 4 02 BUILDING SEWER(locate on site plan) Depth below grade- Materials of construction:_cast iron 40 PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints, venting, evidence of leakage,etc.): Joints appear tight . No evidence of leakage . System vented throught the house vents . SEPTIC TAriIG(&(locate on site plan) F Depth below grade: >4 Material of construction:,LAconcrete ,V/2netal VA fiberglass �49polyethylene AJRother(explain) A)14 If tank is metal list age:4a Is age confuzned by a Certificate of Compliance(yes or no):4M (attach a copy of certificate) Dimensions: aUk Sludge depth: A)/4 Distance from top of sludge to bottom of outlet tee or baffle: �3+9 Scum thickness: A)A Distance from top of scum to top of outlet tee or baffle: A)4 Distance from bottom of scum to bottom of outlet tee or baffle: /1 How were dimensions determined: ,d �U Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of.leakage,etc.) :---�-=--���- — - �At; r tank is not presenttPump the main cesspool annually . ` Garhagp di iRpOtRal ; s prPSen GREASE TRAPAJ&locate on site plan) " Depth below grade:l(�/� Material of construction:�AA concrete.cO metal st/,$fiberglassW4polyethylene,40other (explain): yi? Dimensions: ,i)0 Scum thickness: _.l�e Distance from top of scum to top of outlet tee or baffle: .Ui9 Distance from bottom of scum to bottom of outlet tee or baffle': 9 . Date of last pumping: A4 , Comments(on pumping recommendations, inlet and outlet tee or baffle condition,`structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Grease- trap ; G not prPSPnt ♦ 7 Page 8 of 1 1 OFFICIAL INSPECTION FORM -NOT.FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C. SYSTEM INFORMATION(continued) Property Address: 7 Tucker Road Hyannis ,Mass : Owner: Joan Ohrn Date of Inspection: 4/4/0 2 r. TIGHT or HOLDING TANK;?I Z(tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction:�4 concrete VA metal�4 fiberglass polyethylene *4 other(explain): Dimensions: A Capacity: 1614 allons Design Flow: ` gallons/day, Alarm present(yes or no): ` Alarm level: A)A Alarm in working order(yes or no): Date of last pumping: » Comments(condition of alarm and float switches, etc.): Tight or holding tanks are not 'present .. DISTRIBUTION BOX,7?a&(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: A),4 Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover, any evidence of leakage into or out of box,etc.): Distribution box is not present . PUMP CHAMBER&6ve {locate on site plan).. Pumps in working order(yes or no): .VA . Alarms in working order(yes or no): Comments(note condition of pump chamber, condition of pumps and appurtenances,etc.): Pump chamber is not present . I Page 9 of 1 1 OFFICIAL INSPECTION FORM—NOT FO R VOLUNTARY AS SESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 7 Tucker Road Hvannis .Mass. Owner: ,Joan nhrn Date of Inspection: 4/z,f 9 SOIL ABSORPTION SYSTEM (SAS): (locate on site plan,excavation not required) 3-6 ' X8 ' block cesspools in '"series If SAS not located explain why: Located ; See page 10 Type ,VQ leaching pits. number:Q leaching chambers, number: 4JQ leaching galleries, number: leaching trenches,number, length: leaching fields, number,dimensions: S overflow cesspool, number: t ; AL innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic-failure, level of ponding, damp soil, condition of vegetation, etc.): Loamy sand -to fine sand No signs of htydraulic failure or ponding—Soils ponding - Snils are dry Vegetation is normal , CESSPOOLS: (cesspool must be pumped 5part of inspect ion)(locate on site plan) Number and configuration: - Depth—top of liquid to inlet invert:*,/-d° Depth of solids layer: , / Depth of scum laver Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no):_a Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Same as above PRIVY(locate on site plan) Materials of construction.: Dimensions: A/,q Depth of solids: Z/i¢ Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): _Privy is not nrasont 9 Page 10 of I I OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORkATION (continued) Property Address: 7 Trucker Road Hyannis Owoer: Joan 0 rn Date of Inspcctioo: SKETCH OF SEWACE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate III wells within 100 feet. Locate where public water supply enters the building. v 3 a con ZS�, w r 1rWMfR ti5 i ^ Tj— aCo .; Page I I of I 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C. - SYSTEM INFORMATION (continued) Property Address: 7 Tucker Road Hyannis ,Mass . Owner: Joan Ohrn Date of Inspection:4 4 02 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water feet Please indicate (check)all methods used to determine the high,ground water_elevation: & btained tg=uXzgjn design plans on record • If checked, date of design plan reviewed: _ served site(abutting propet-t / bservation hole within 150 feet of SAS) Checked with local Board of Health-explain: �hecked with local excavators, installers-(anac documentation) _�ZAccessed.USGS database-explain: You must describe how you established the high ground water elevation: Used ; Gaher level . Used ; USGObservation well data . June 1,992 Used : USGS ; Annual ranges of ground water levels . Technical bulletin 92-000-1 Plate 2 un Leaching „ Pit ;eel GroundwaterV Feet Below Bottom.of Pit High Groundwater Adjustment 1.8 ft per Frimpter Method Therefore, the vertical separation distance between the botto of the leaching pit and the adjusted groundwater table is feet. 11 t •nrrnr.-n•r��.-.•- rnranr•nm:s-•ern rnrrerrrrr-re�n:�rn•mr.er+:ty nro-�rrv� '1'UHN OF Barnstable . �"'_� • � � 'i WARD OF HEALTH SOBSURFACF SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D.- CERTIFICATION I.^•r^.�r...•;.•--air.-.-rr+mr.+n•n.•rrr•aarrrrrrrr.�--r�mr.•sarnm-�'e+rne�sem�s�er•� - enri v.+rrr•r-„ �..A -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRESS 7 Tucker Road Hyannis ,Mass . ' ASSESSORS MAP , BLOCK AND PARCEL •# 309-155 OWNER' s NAME Joan Ohrn PART •D CERTIFICATION NAME OF .INSPECTOR Joseph P .Macombe'r , Jr .' COMPANY NAME J . P.Macomber & Son' Inca ' COMPANY ADDRESS Box 66 Centervil.le ,Mass'. 02632 r y" V, r Stregt Town or CSty Stat• LIP COMPANY TELEPHONE (508 ) 775 3338 FAX ( 508 ) 790 - 1578 CERTIFICATION STATEMENT I certify that I •have personally inspected the sewage disposal system at 4 this address and that the iIi'formation reported is true , accurate , and' omplete as of the time of ,inspection . The inspection was performed and any recommendations regarding' upgrade , 'maintenance , and repair are consistent with my,. training and experience in ,the proper function and maintenance of .on site sewage, disposal systems , - : Check ne. b > iI i, �• � 4 t• Systeui PASSED The inspection whi-chry I 'have conductied .has not found any information ' Which indicates that the "sys em fails to 'adequately protect public heallllror -the environment as defined, in 310 CMR 15 , 303 . Any failure criteria not -evaluated. are as stated in the FAILURE CRITERIA section of this form, System FAILED* The inspection which I have con trcted has found that the system fails to Protect the -public health and- the -environment in accordance with Title 5 ,. 310 CMR ,15 . 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form .. ( ; Inspector Signature Date ne copy of this rt.ificatio'n must be provided to the OWNER, the BUYER D where applicable ) and the BOARD OF HEAL1'I1. * If the inspection FAILED , the owner or"" "Perrator shall upgrade ' the system within one' year of the date of. the • inspection , unless allowed or required otherwise as provided in 310 Cwl 15 . 305 , ` partd .doc I LEGEND HYANNIS PROPOSED CONTOUR ® PROPOSED SPOT GRADE ' — 98 —— EXISTING CONTOUR f„ + 96.52 EXISTING SPOT GRADE us J, y W— EXISTING WATER SERVICE �" 2 �T77 n G� 1� TEST PIT LA Z N o SCALE: 1"=20' STR. EET N DO P LOCUS 9 7 TUCKER RD. . LOCUS MAP LOCUS INFORMATION �s1p'-10 TP-1 j PLAN REF: LCP. 18327-A . W , r„ TITLE REF: LCC'176049 1 a PARCEL ID:, MAP 309 PAR. .155 uo r FLOOD ZONE: "X" ' COMMUNITY PANEL 25001CO568J 07/16/14 �Y o SEPTIC SYSTEM N / PARCEL ID: i ? -- —= .-- 4� REPAIR PLAN 309/155 TP-2 LOCATED AT: AREA=14,914t S.F. 7 'TUCKER ROAD HYANNIS, MA un #7 GAR. PREPARED FOR TBM: TOF=41.50 TP ALVACI R M AI A o �• I is JANUARY 28, 2018 cp - ' o 0 OF DECK O �� - , o s• ' r' �2 DA TP- 1140 CA EXIST. 1,500G SEPTIC TA K - 6o,�p��p" MEYER & SONS, INC. O i S7 P.O. BOX 981 EAST SANDWICH, MA. 02537 ^l PH: (508)360-3311 FAX: (774)413-9468 meyerandsonstitle5@gmail.com 4 SHEET 1 OF 2 J 1937 r:: NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS ` NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GENERAL NOTES: TOF GRADE SHALL NOT BE < EL: 38.85 FOR A DISTANCE SEPTIC TANK 15' AROUND THE PERIMETER OF THE S.A.S. EL.=41.50t INSTALL METAL RINGS & COVERS OVER PROPOSED D-BOX PROPOSED S.A.S. I ` . 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL INLET & OUTLET AND SET TO FINISH GRADE INSTALL RISER & COVER BOARD of HEALTH AND THE DESIGN ENGINEER. SET TO 6" OF GRADE '. INSTALL METAL RINGS & COVERS OVER 2. ALL WORK AND MATERIALS SHALL CONFORM To THE REQUIREMENTS F.G. EL.=41.Ot RISERS AND BRING TO FINISH GRADE of THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE { F.G. EL.=41.3t F.G. EL: 41.8E LOCAL RULES AND REGULATIONS. f F.G. EL: 41.5(MAX.) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 9' MIN 72C5 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 36` MAX L 6 ' L 30'(MAX) FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ® S=196 (MIN:) EL=4 O S=1X MIN.) ® S=1?& (MIN.) ENGINEER BEFORE CONSTRUCTION CONTINUES. 4"SCH40 PVC 4"SCH40 PVC 4`SCH40 PVC 2" OF 3/8" DOUBLE WASHED 3/4' - 1-1/2" STONE OR FILTER FABRIC 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. W10. DOUBLE WASHED STONE 6 / - 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE-FAILURE OF.' INV.=39.20 14 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF, 48'U HEALTH FOR PROPER INSPECTIONS DURING•CONSTRUCTION. INV.=38.95 ®®®®• � ®®®®PROPOSED ®®®®® ®®®®® 7• DWELLING IS SERVICED BY MUNICIPAL WATER. LINE TO BE SLEEVED. ' ®®®®®®®®®®® 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED D-BOX INV.=38.15 2 ®®®®®®®®®®® - TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. LE • INV.=38.35 DB- 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTING 1.500 GALLON SEPTIC TANK 4' y 4 X 8.5' 4' LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK. 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5. EXIST. SEWER OUTLET EFFECTIVE LENGTH = 42" REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5 SPECIFICATIONS. 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION INV. ELEV.= 37.85 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A`PROPERTY LINE SURVEY BREAKOUT NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING 13. NO KNOWN PRNATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING EL. 38.85 14. ALL PIPING TO BE 4 SCH 40 0 1 8 FT ) PIPE INVERTS PRIOR TO CONSTRUCTION TOP "CONC. ELEV.= 38.85 / "/ (UNLESS SPEC. 2) D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.= 37.85 " as 15. •THE DESIGN OF THIS SYSTEM DOES NOT ALLOW GRADE ON A MECHANICALLY COMPACTED SIX aaa FOR THE USE OF A GARBAGE GRINDER. aaaaaaa INCH CRUSHED STONE BASE, AS SPECIFIED. IN aaaaaaa 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING ` 310 CMR 15.221(2) BOTTOM EL.= 35.85 aaaaaaa 17. PROPERTY NOT IN ZONE OF CONTRIBUTION OR ANY'NITROGEN 3) REPLACE EXISTING 1,500 GALLON SEPTIC TANK 5 FT. 4 SENSITIVE AREAS. T. 4 " WITH 1500 GALLON SEPTIC TANK IF FAILED, SEPARATION 5.15 F EFFECTIVE' .WIDTH 13' DAMAGED OR UNDERSIZED. 4) INSTALL INLET & OUTLET TEES W/• SOIL ABSORPTION SYSTEM (SECTION) GAS BAFFLE AS REQUIRED BOTTOM OF TESTHOLE EL: 30.70 (500 GALLON (H20) LEACH CHAMBER) SEPTIC SYSTEM PROFILE DESIGN CRITERIA OF Mgsf9C ; '' N.T.S. NUMBER OF BEDROOMS: EXISTING 3 BEDROOM DWELLING/5 BEDROOM DESIGN y , o DA R CLASS 1 (O SOIL TEXTURAL CLASS: J4 GPD SF DESIGN PERCOLATION RATE: <2 MIN / ) IN . / 1 O "' DAILY FLOW: 110 G.P.D. X 5 BR DESIGN FLOW: 550 G.P.D. SOIL LOGS P#:12306 GARBAGE GRINDER: NO (not designed for garbage grinder) ' AE05 E , SEPTIC TANK- 550 A1 DATE: AUGUST 1, 2008 550 gpd x' 200% = 1,100 gpd USE-EXIST. 1,50OG SEPTIC TANK SOIL EVALUATOR: MICHAEL PIMENTAL JC ENGINEERING WITNESS DON DESMARAIS, BARNSTABLE HEALTH. LEACHING AREA REQUIRED:- (550)/0.74 = 74-3.24 S.F. May. TP-1' Depth Elev. TP=2 ' Depth Eler. TP-3 Depth ae�. TP-4 Depth USE FOUR 4 50 CHAMBERS a. . " 0 0 GALLON H2O PRECAST .LEACH " " � ) 0 t� ,.',.40.70 0 41.30 0 .50 41.90 � ` tr 41 0 0 �. W 4 N ENDS FILL " FILL " FILL FILL / 0 E AND .SIDES: 42 1. x 13 W x 2 D 40. 8 .03 8 - " 03 40 41.00 6 41.40 6 BOTTOM AREA:. 4 x = - - •A EA• 2 13 ' S46 SF r` A SAND LOAMY SAND A A LOAMY LOAMY SAND LOAMY SAND. • �rf ' 1OYR 3/1 10YR 3/1 �o " 39J0 12 39.70 12" 40.50 . 1oYR 3/1 12" 40.90 1OYR 3/1 12" SIDE AREA: - (42 + 13) Xw.2 X 2 = 220 SF •"`�`� B LOAMY SAND B LOAMY SAND B LOAMY SAND B LOAMY SAND TOTAL SQUARE FEET PROVIDED.= 766 vs. 743.24 REQ'D 10YR 5/6 " 10YR 5/6 -^IOYR 5/6 10YR 5/6 !` 38.20 C 30 38.20 C 30" 39.00 C 30" 39.40 C 30" DESIGN FLOW PROV.: 0.74(766 S.F.) = 566 G.P.D. vs. 550 G.P.D. req'd PERC TEST MEDIUM- MEDIUM- _ C O 32.70 COARSE CAD E COARSE COARSE SAND SAND SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN �+ 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 j 7 TUCKER ROAD, HYANNIS, MA 30.70 120" 31.30 120" 31.50 120" 31.90 120" Prepared for: Maio PERC RATE <2 MIN/IN. ('Cl* HORIZON) PERC RATE <2 MIN/IN. ("Cl HORIZON) System Design and Topography Plan by: SCALE DRAWN DATE NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED . MEYER&SONS,INC. N.T.S. DMM 01/28/18 PO BOX 961 EAST SANDWICH,MA 02537 REV DATE CHECKED SHEET NO. 508-362-2922 DMM 2 of 2 I . ----------- ------ FINISHED GRADE OVER SAS= 40.5f+ - 41 .41+ GENERAL NOTES TOP OF FOUNDATION = 41.5± INISH GRADE OVER D-Box= 41 .6± 1 UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS PROVIDE CONIC. RISER WITH INSPECTION PORT WITH SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY COVER OVER INLET&OUTLET FINISH GRADE OVER TANK EL.= REMOVABLE COVER OVER RISER TO ACCESS BOX TO GRADE APPLICABLE LOCAL RULES. FINISHED GRADE TO WITHIN 6"OF F.G. WITHIN 6"OF FINISHED GRADE PVC VENT PIPE WITH CHARCOAL FILTER SEE NOTE#21 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 41 .6'± @ FOUNDATION = 41 .0'+ 5" DIA. OUTLET(S) -------- DESIGN ENGINEER. ----------- 20"MIN.ACCESS 36"MAX. ACCESS PORT WITH BOX TO GRADE 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL COVER(3 TYP.)- I (ONE PER TRENCH) SYSTEM UNLESS OTHERWISE NOTED. 12"MIN. 9-MIN. 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN 36"MAX. 9"MIN. 36"MAX. ELEVATION =38.43" FOR A DISTANCE OF 15"AROUND THE PERIMETER OF THE SAS. UNLESS TOP OF SAS A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF I BREAKOUT= 2"DROP MIN. PROVIDE WATERTIGHT! WN.SLOPE @ 1% 6' 3' 3" 9' 1 LINE I NOT LESS THAN THE BREAKOUT ELEVATION. 3"DROP MAX. JOINTS(TYP.) 38.43' PROP. PVC 4" PVC IN FROM 00 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SEWER PIPE] 1 SEPTIC TANK 4"PVC OUT TO 00 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. �39.05 ,--F J3- k 9 14' 00 1.33' LEACHING FACILITY 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN SYSTEM IS (16-TYP) 00 NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED 0.9 11-5 39.22' 12" 38.06 I I ^n WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. 1 38.33' 0 48' OUTLET TEE 38.16 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 42.50' ESTABLISH ON A NAIL IN EXISTING FENCE AS SHOWN ON PLAN. OVER MECHANICALLY 6"CRUSHED STONE \-22"ZABEL FILTER MODE BOTTOM 10.0'TO FND #Al 801-4x22(GAS COMPACTED BASE 37.10 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH BAFFLE ON BOTTOM) DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE 6"CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 12 4.0'EFFECTIVE (TYP.) 1.2' 5'MIN. L 2.83'(34-) 5.66' 2.83'(34-) AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE 50.4'- ENGINEER. COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= < 30.70' 11.32' 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE PROPOSED 1500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. INFILTRATORS PROFILE VIEW WATERTIGHT. LENGTH 10' 6" WIDTH 58" DEPTH 5' 8" (Dimensions per Wiggin CROSS SECTION VIEW INFILTRATOR END VIEW 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING Precast Corp., Pocasset,MA)I SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL QUICK 4 HIGH CAPACITY CHAMBER DETAILS REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM `CONTRACTOR TO VERIFY ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE APPROPRIATE AUTHORITY. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED TEST PIT DATA TEST PIT DATA UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING, OR AS INDICATED ON PLAN. SWING TIE MEASUREMENTS PERC M 12306 PERC#: 12306 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. N INSPECTOR: Donald DesMarais, R.S. INSPECTOR: Donald DesMarais, R.S. DESCRIPTION HC1 HC 2 GC 1 GC EVALUATOR: Michael Pimentel, E.I.T. EVALUATOR: Michael Pimentel, E.I.T. 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE SEPTIC COVER IN (1) 36.5' 193 DATE: August 1, 2008 DATE: August 1,2008 ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER SEPTIC COVER OUT(2) 41.9' 12.8' -- -- TEST PIT#: 1 TEST PIT M 2 UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). w E CORNER OF CHAMBER(3) --- - 30.2' 17.8' ELEV TOP= 40.70' ELEV TOP= 41.30' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. ELEV WATER= <30.70' ELEV WATER <31.30' ti CORNER OF CHAMBER(4) 37.8' 29.11 16. PROPOSED PROJECT IS LOCATED WITHIN: CV PERC RATE <2 MIN./IN. PERC RATE CORNER OF CHAMBER(5) 30.9' 51.5' 00 ASSESSORS MAP 309 LOTS 155 z CORNER OF CHAMBER(6) --- 38.4' 56.4' j DEPTH OF PERC= 30"-48" DEPTH OF PERC FEMA FLOOD ZONE C PANEL# 2500010005 C TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 OWNER OF RECORD: ALVACIR &ADRIANA T. MAIA S 0. 40.70' 0. 41.30' ADDRESS: 7 TUCKER ROAD Fill Fill ............. HYANNIS, MA 02601 8' 40.03' 8' 40.63' 0 A A Loamy Sand Loamy Sand 12" 1 OYR 3/1 39.70' 12" 1 OYR 3/1 40.30' IF N 17. PLAN REFERENCE: L.C. PLAN 18327-A 39 Loamy Sand Loamy Sand S B B 1 OYR 5/6 1 OYR 5/6 18. DEED REFERENCE: L.C.C. 176049 30" 38.20' 30" 38.80' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. Perc 48" 36.53' 20. PROPERTY LINE INFORMATION IS APPROXIMATE ONLY. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PUPOSE. C Medium-Coarse Sand C Medium-Coarse Sand 2.5Y 6/6 2.5Y 6/6 21. A 4"PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A DEPTH (loose; 10-20%gravel) (loose; 10-20%gravel) OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISHED GRADE. A REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. ,0XID GKER PROPOSED PVC VENT PIPE; EXACT LOCATION PER OWNER Tv 0 40 No Mottling,Weeping No Mottling,Weeping TYPwoe OR *0-/-(6), or Standing or Standing P 5 0.0 .. .. .. PROPOSED 24 - QUICK 4 HIGH CAPACITY CHAMBERS LOCUS PLAN 120. Encountered 30.70' 120" Encountered 31.30' �---QG,e Of- (12 CHAMBERS PER TRENCH) 30.0a T SCALE: I"= 1000' 5. IF1 ­­­­­­­-­­ - --- , ­­ - ­ ­ ------- CONCRETE 0 40.7' DRIVEWAY PROPOSED INSPECTION PORT TEST PIT DATA TEST PIT DATA DESIGN DATA PERC#: 12306 PERC#: 12306 LEGEND INSPECTOR: Donald DesMarais, R.S. INSPECTOR: Donald DesMarais, R.S. o. MAP 309 PROPOSED ACCESS PORT(TYP OF 2) TP2 NUMBER OF BEDROOMS(ASSESSOR) 3 EVALUATOR: Michael Pimentel, E.I.T. EVALUATOR: Michael Pimentel, E.I.T. 11, C\f It LOT155 i\?'epl 41.3' August 1, 2008 August 1,2008 x 50 EXISTING SPOT GRADES I''f, NUMBER OF BEDROOMS (DESIGN) 5 DATE: DATE: 14,914 S.F.± GC-1 #7 PROPOSED DISTRIBUTION BOX DESIGN FLOW 110 GAUDAY/BEDROOM TEST PIT M 3 TEST PIT M 4 50 EXISTING CONTOUR EXISTING GARAGE 4) TOTAL DESIGN FLOW 550 GAUDAY ELEV TOP= 41.50' ELEV TOP= 41.90' r501 PROPOSED SPOT GRADES 3-BEDROOM GC- PROPOSED 17'x 26.4' RESERVE AREA (36- QUICK 4 DESIGN FLOW X 200 % 1,100 GAUDAY ELEV WATER= <31.50' ELEV WATER= <31.90' DWELLING 3 TP3' HIGH CAPACITY CHAMBERS IN FIELD CONFIGURATION) CM PROPOSED CONTOUR TOF 41.5 41.5'± 3.1,( USE PROPOSED 1,500 GALLON SEPTIC TANK PERC RATE <2 MINJIN. PERC RATE O/H/W ­'.. (P EXISTING OVERHEAD UTILITIES Y DEPTH OF PERC= 30"-48" DEPTH OF PERC w EXISTING WATER LINE C1 / ' -% MAP 309 INSTALL 24 QUICK 4 HIGH CAPACITY CHAMBERS TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 BH �5 0 TP4 M TEST PIT LOCATION G) V, N DECK 41.9'M \f DE LOT 154 0 HC-2 SYSTEM CAPACITY on 41.50' 0" 41.90' n PROPOSED 1500 GALLON SEPTIC TANK 0 :z ..% 41 Fill Fill La. -A 6" 41.00' 6' 41.40' P. to- PROP. C/O W' (#TRENCHES)(TRENCH LENGTH)(7.93 SF/LF)(0.74 GPD/SQ.FT.) GPD A Loamy Sand A Loamy Sand PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE P D. 'CP 0 MAP 309 (2)(50.4')(7.93 SF/LF)(0.74 GAL/SQ.FT.) 591.5 GAL. LEACHING DAY 12" 1 OYR 3/1 1 OYR 3/1 rn (D 0 --4442- 40.50' 12" 40.90' PROPOSED DISTRIBUTION BOX -A L DSCAPeD P 41 2) LOT173 AR MAP 309 Loamy Sand '�k A 'A B B Loamy Sand wa LOT TOTALS: 1 OYR 5/6 1 OYR 5/6 PROPOSED QUICK 4 HIGH CAPACITY CHAMBER 841 30" 39.00' 30" 39.40' TOTAL NUMBER OF CHAMBERS: 24 Perc ROPOSED 1500 GALLON SEPTIC TANK TOTAL LEACHING AREA: 799.3 SQ.FT.� 37.50'EXISTING CESSPOOL TO BE PUMPED, TOTAL LEACHING CAPACITY: 591.5 GAL./DAY 48" R BY APP-D.REV. _DATE DESCRIPTION Benchmark FILLED WITH CLEAN COARSE SAND Medium-Coarse Sand Medium-Coarse Sand ------ Nail in Fence AND ABANDONED (TYP OF 2) C 2.5Y 6/6 C 2.5Y 6/6 PROPOSED SEPTIC SYSTEM UPGRADE Elev. =42.50' (loose; 10-20%gravel) (loose; 10-20%gravel) PREPARED FOR: Approx. M.S.L. NOTE: CAPEWIDE ENTERPRISES EFFECTIVE LEACHING AREA OF 7.93 SIFILF OBTAINED FROM THE "MODIFIED CERTIFICATION FOR GENERAL USE FOR INFILTRATOR LOCATED AT SYSTEMS" ISSUED FEBRUARY 21, 2003, REVISED THROUGH JULY 19, No Mottling,Weeping No Mottling,Weeping 2007 BY THE COMMONWEALTH OF MASSACHUSETTS EXECUTIVE or Standing or Standing OFFICE OF ENVIRONMENTAL AFFAIRS, DEPARTMENT OF 120" Encountered 131.50' 120" Encountered 31.90' 7 TUCKER ROAD ENVIRONMENTAL PROTECTION. HYANNIS, MA 02601 BOARD OF HEALTH USE SCALE: 1 INCH = 20 F7. DATE: AUGUST 6, 2008 0 10 20 40 80 FEET NEW JOHN L. PREPARED BY: : 0 C,-JURCHI�-L jR. JC ENGINEERING, INC. No C '07 2854 CRANBERRY HIGHWAY NOTE: 1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP SITE PLAN- EAST WAREHAM, MA 02538 EDGE OF EACH SEPTIC SYSTEM COMPONENT. SCALE: 1"=20' 508.273.0377 -- '-F6---­ ............... ----------------------- Drawn By. MCP T Designed By: MCP Checked By-JLC- iliM li46 -----------