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HomeMy WebLinkAbout0177 WHITE MOSS DRIVE - Health 4177 ,,White Mo' ss Drive Busy Bees Cleaning Service 046-149 Marstons Mills CA Iyy 1 v I r. TOWN OF BARNSTABLE LOCATION 1`)'7 LOh't}e most, Df t J-F SEWAGE# 90 I ). °VILLAGE MudG kCanS S AA�J)S ASSESSOR'.S MAP&PARCEL O`I G 1`I(A V INSTALLER'S NAME&PHONE NO.In,)%NQ�, '-Z foW4 'Z,Lr 3�-t/2Q-NS y SEPTIC TANK CAPACITYX�SIwe LEACHING FACILITY.(type) Arc 3c, I♦c. (size) $,S X ` , LI NO.OF BEDROOMS OWNER kagc, I O Tin PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility ^Xyvt 3if",�X per-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 �c 177o�h��F - i z- 3�-Pej 3- 33a.r IA 4- 33 5 - 3H 0 5^-38 I 6 pIT s �f ©R `eilr. +N P it ce G 7 123 " Fee 100 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYitation for Misposal *pstrm Construction permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /7y uiltir't7- /4&1,5 Dr Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 0TTO Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. eN j3f�WrJ .�.-NG 1v'e- , c .,.5 was<<5 Sog-Y7y-5 j/ Type of Building: Dwelling No.of Bedrooms Lot Size 2-7155`O sq.ft. Garbage Grinder( ) Other Type of Building �r,,yg,o No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 1 3 3 gpd Design flow provided 3 y s: 1 gpd Plan Date y/1,Y//2 Number of sheets 'L_ Revision Date Title Size of Septic Tank Type of S.A.S. 1C_ Description of Soil Nature of Repairs or Alterations(Answer when applicable) /rS tt// il/s!c✓ .�. S 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 ���-r--- Date Application Approved by Date 5111170iZ_ Application Disapproved b " Date for the following reasons Permit No. 701 Z— Z Date Issued - 1 ILI o No. OI 123 Fee /O THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: = PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for -Misposi '6pstrm Construction-permit 'l Application for a Permit to Construct Repair( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 177 e44 r was 5 Die Owner's Name,Address,and Tel.No. Assessor's Map/Parcel OrTO Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. JDaos1e-,,eA iilaw� 1 Ne �N� ., t G✓vi�c7 50 S"o 1B-W00-71ss Type of Building: '? Dwelling No.of Bedrooms -3 Lot Size �2-7gyo sq.ft. Garbage Grinder( ) Other Type of Building ���z=� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3-+,o gpd Design flow provided 3 y S, -3 gpd Plan Date �/�� Number of sheets �_ Revision Date Title Size of Septic Tank Ty, j „r Type of S.A.S. 41e- 3G NL Description of Soil Nature of Repairs or Alterations(Answer when applicable) , f,•v✓ ,¢. 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 :f/�- Date r < Z Application Approved by ` ' Date v _ Application Disapproved b Date for the following reasons Permit No. 7pl Z _ Z 3 Date Issued -------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS �I BARNSTABLE,MASSACHUSETTS - Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Y) Upgraded( ) Abandoned( )by v<�r� S i. 4. es,e. I ',� , at ,r. �� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.2 o 11-- I73 dated cj /4 2-01 L Installer ,,,, Designer 5 bedrooms Approved design flow ?�y S, '1� gpd it The issuance of this permit shall not be construed as a guarantee that the A system will-functi =as-desig=ned. Date Z/C9 Inspector(, ,� ' - - - No. '7O IZ— 12 3 Fee $Ip0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Vermit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at / 7 7 41Z/,;t se rs fe.v,< 4 d,115 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. " Date q Approved by ' 05/08/2012 12:59 5084775313 ENGINEERING WORKS PAGE 01 • 4 t 'down of Barnstable Regulatory Services Thomas F. Ceder,Director Public Health Division '639, Tbomas McKean,Director 209 Mafia Street, Hyena*MA 02601 Office: 508.862-4644 Fax: 508-790-6304 Date: Sewage Permit# A sor's Map/Parcel 4 InMiler& er CeEflftfien Form Desiigaer. +g _-..' WerliA Inr-- . Installer: 1^? A �L�("ura1 h L Address: J z W. C ra :i ct l Address: ?6 - PaCl, $ A da t.c M�4 a�e yy W". Z63. Z. on D•A %,1?>to&4 A� l hc, was issued a permit to install a (date) (installer) • septic system at ('?7 W h. Dj-- Gwr based on a design drawn by (address) �-t dated 4- (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution, box and/or septic tank. Stripout (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. 5tripout (if required)wa ted and the soils were found satisfactory, OF PETER T. teller's Sign re) $ fcENTEE CfV1L � ,p N0.88109� � 18Te� (Designer's Signature) (Affix Design } PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION, ATE F COMPLIANCE WILL NOT M ISSUED UNTIL BOTHTHIS-FORM AND AS- BUILT CARD ARE RECEIVED BY In BARNSTABLE PUBLIC HEALTH D THANK YOU. q;1of'ivc forimWesig carofication fonn.doc Date: 'I d IDLI TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAMEOFBUSINESS: Ou.S\1 J_�5 Cleo-nuk J��ViCQ. O�/ ,/r1G� BUSINESS LOCATION: ��`1 W l�kp _ VVt 05 n nr �c%-r5 tn5 mj 115 ((OO 77 MAILING ADDRESS: P.O ox y l� Mail To: TELEPHONE NUMBER: W 5O$' ��- 3gq,3 Board of Health Town of Barnstable CONTACT PERSON: Cb kk e e_n '\ZA_a0_j _ P.O. Box 534 5 EMERGENCY CONTACT TELEPHONE NUMBER: 0 6 `ZAI 0Q I Hyannis, MA 02601 TYPEOFBUSINESS: C`e01.l\ R J Does your firm store any of the toxic or hazardous materials listed below, either for sale or for you own use? YES NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site otherthan your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store. NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Quantity Antifreeze(forgasoline orcoolant systems) Drain cleaners NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salt (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor oils Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet Fuel Photochemicals (Fixers) Diesel fuel, kerosene, #2 heating oil NEW USED Other petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Battery acid (electrolyte) Swimming pool chlorine Rustproofers Lye or caustic soda Car wash detergents Jewelry cleaners Car waxes and polishes Leather dyes Asphalt & roofing tar Fertilizers Paints, varnishes, stains, dyes PCB's Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride) Paint &varnish removers, deglossers Any other products with "poison" labels Paint brush cleaners (including chloroform, formaldehyde, (S Iov)Floor& furniture strippers hydrochloric acid, other acids) Metal polishes Laundry soil & stain removers Other products not listed which you feel (including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids (dry cleaners) pother cleaning solvents Bug and tar removers WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS TOWN OF BARNSTABLE LOCATION ® 04%re M uSS 1>2: SEWAGE #_ ASSESSOR'S MAP & LOT 1/- Q 4'6 INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY r LEACHING FACILITY:(type) jiga-6 del'7- (size) Gw( l ,p NO. OF BEDROOMS 3 PRIVATE WELL OR UBLIC WATER BUILDER OR OWNER e,,k e e ii 62tl-k p iV G.o✓eP DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No / �r+ Iv Iv F THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: Owner Address Installer Address Type of Building Size Lot-._22 ,?-5—/..Sq. feet Dwelling—No. of Bedrooms... Garbage Grinder Z Other Distribution box ( ) Dosing tank ( , ) Fercolation Test Results Performed by.16_Vj...J_15ZA06Z�...64. 106.64 Date....5�4 AX;........ Test Pit No. n, esperinch Depth of Test Pit----J.!01......... Depth to ground water.... in it Test Pit Nolr�: per inch Depth of Test Pit./�A.......... Depth to ground water.... .................. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TL I THL 5 of the State Sanitary Code�The undersigned further agrees not to place t e s st operation until a Certificate of Compliance has been issued by the board of health. Date Application Disapproved for the following reasons:.............................................................................................................. ..... .... .�' ... ' '�......'��'......................'......... ....'................. Date PermitNo---'_~~~-_----'__'-_-_'---- Issued....................................................... Date -----'--'—' '' No •••I--•----- ! 00(:2 Fps_......� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Applirati n for Disposal Works. Construction Errant Application is hereby made for a Permit to Construct ( � or Repair ( ) an Individual Sewage Disposal System at ... � : ... ..1 .....:. .... %:�`. ..G� .. r .Ez .'.`- ,? ...r!f..._�c': ... ' ......................... Loca ion- d ess or Lot No. Owner Address .................................... . ......�.Y _ ........... ...-----•-•----•••••.......... Installer Address Type of Building Size Lot:-22�?Y/..Sq. feet U Dwelling—No. of Bedrooms......... ...................Expansion Attic (, i) Garbage Grinder (44 Other—Type T e of Building No. of persons............................ Showers (� yP g ----•----••--•-------------- P ( ) — Cafeteria ( ) P4Other fixtures -------••--------- . --•---..-•---•••••••••-•••-----•----------•...............•••••-•..............-•-•••••................ Design Flow _ < gallons per person per day. Total daily flow.............. n....................gallons. a �..:...................... Septic Tank—Liquid capacity...In..gallons Length................ Width-- ............ Diameter................ Depth................ W Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. x Seepage Pit No..................... Diameter...............:.... Depth below inlet.................... Total leaching area._.7A sq. ft. Z Other Distribution box ( ) Dosing tank ( , ) �Percolation Test Results Performed by.. 4t '':_.x Date................. .......... Test Pit No.4.1'__1'.!441inutes ". inutes per inch Depth of Test Pit.....}_.._<..--. Depth to ground water..._--- Lj. Test Pit No. per inch Depth of Test Pit../:--......--. Depth to ground water...�....�........... r --------•-------.-----•--------------------------•---------------.--•------------..---- _._ r:� �..:WO Description of Soil Sc...---••••-•--•.•--- .............. •--••---•••----------------------------------------------------•-•-----------.........•-•---... = - "^"". .................................................. U Nature of Repairs or Alterations—Answer when appli ble.... ...... ......I.__ � ----•--------------------- -------------------------•--•-----•----- `... ` --: ...... . •. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T ITIS 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. �—•� _ ....................... ... .. --� ....._J.... �;._.... __Signed i ; I'lc 1!'::. Date Application Approved By......•--..._....�.,...._�.:.-..........:..... .. ...••--------•-------------..._ _...---....---------------.............. Date Application Disapproved for the following reasons:.............•----•-----•-------•--•---•...---•-.......--•-•--••-•-•-----...---••--••--•---••--••••••.....--- --...•-•••........................•---......••--••••••-•••-••••-••-------•-•--.....__...••••-•-••-•.........----•••----••-•-••...._..--•---------•..._........._..-------•.........:._................._ Date PermitNo...... ......1......... 1...L........_.... Issued............................................_..._...._ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD ,OF HEALTH ............ ,rO,OA).._OF......... ............................. Tertifirate of Tuutpliana THIS IS TO CERT FY, That the Individual Sewage Disposal System constructed ( ') or Repaired ( ) .._. .l taat.......-•--•• .......P ....................................... has been installed in accordance with the provisions of T of The—State SanitaryC. de as described in the application for Disposal Works Construction Permit No._____..... :. _'.t�_�_._..... dated _. i ..... ............ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE....:............... : . 1. ' .................................. Inspector.......... �4 ,�--: ...................... nn �, THE COMMONWEALTH OF MASSACHUSETTS a BOARD�;�OFff HEALTH o ...._.N FBA:....................... Disposal Works (In nstrurtw' n Peron# Permission is hereby granted....... ... .f '� - .............................................. to Construct ( or Repair ( ) an Individual Sewage Disposal System at No...,�A'T...-7d�--�.....� - )v...--.�"�G �:........ j--- *'.. S_ r [... ..f ................................................... Street as shown on.the application for Disposal Works Construction Permit No_ Li9.. Dated.._.__�. . ? ' --1=.....,...., ........ .M �` /� V (S�� Board of Health fi 1........_L..._.e......................•....... r FORM 1255 A. M. SULKIN, INC.. BOSTON Town of Barnstable P#_ 3 6 / Department of Regulatory Services MAS j Public Health Division Date ylyl/2 639. 200 Main Street,Hyannis MA 02601 Date Scheduled` Ttme Fee Pd !C . Soil Suitability Assessment for ewaae Disposal Performed By: ipe_,L ; IL-2c El.A". eE Witnessed By: ks Location Address LOCATION& GENERAL INFORMATION/77 (�l h i�� /COST �� Owner's Name p&4CL 0/ �M 1*11701/3 FC,17J M1 Address /0, U< &aar ?f 7 og f- 0 Z� Assessor's Map/Parcel: z 6 ��ifa Engineer's Name/04 4-�/Lk-��q�Lp� 2 NEW CONSTRUCTION REPAIR X Telephone# _5'9-737-9 7(o F Land Use /2>l`t Aw h 6 1 Slopes(%) Z. � Surface Stones, N I lot Distances from: Open Water Body-;;- 7 00 ft Possible Wet Area-�25(M ft Drinking Water Well Drainage Way ft Property Line q 1)ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands{n proximity to holes) f 0� _/ c✓Lim � t Parent material(geologic) �� �~ Depth to Bedrock N Depth to Groundwater. Standing Water in Hole: Weeping from Pit Faaeev Il Estimated Seasonal High Groundwater ? )5z. DETERMINATION FOR SEASONAL h[IGH i%vA T ERI'ABLE- Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date: Index Weli level,�•6,,,�, Adj,factor— Adj.Groundwater Level PERCOLATION TEST bate, Time, Observation Hole# �Twl t d`^ Time at 9" Depth of Pere l'� ) e�Si Ka(9�. .Time at 6" ►% 04 Start Pre-soak Time @ /S4 Z ""j'Time(9"-6") End Pre-soak r �'�`( Z y Rate MinJlnch. ' Site Suitability Assessment: Site Passed Site 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 Conservation Division at least one (1)week prior to beginning. Q:\SEPT10PERCFORM.DOC , DEEP•OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil- Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. oniteGravel) y2 . 137— C 0-c S 2•S'f ply DEEP OBSERVATION HOLE LOG Hole# z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravell SL to `r(L 41� to Y2sly tvti t32 c M-c,Sc^.A DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA)' (Munsell) Mottling (Structure,Stones,Boulders. R. Consistency.%Gravel)- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders. onsi n Flood Insurance Rate Map: s Above 500 year flood boundary No— Yes ___ Within 500 year boundary No Yes Within 100 year flood boundary No Yes Death of Naturally Occurrine 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?, If not,what is the depth of naturally occurring pervious material?, ..._. Certification I certify that on \ te�Ct (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 trai 'ng,expertise and experience described in 310 CMR`15.017. Signature ' Date 1 t Z Q:\SEPTIC\PBRCFORM.DOC -0 . ,O ? y�' 'ys• ?�`� 'r�r',�x :t��,��a*���o-?�t wi. �t�s'�.r 'X}� �� ^, LoT 2 2: Er \ 1 ♦h rY; C , A# t eA u s 1000 5= DIST 607` Q. . h1�; 4 12 \ 20 ' G-o T 2.3 A . q+ ' t y 37•� �� I TE' MD.SS i I LEGEND EXISTING SPOT ELEVATION �,��`�' OF' PROPOSED SPOT ELEVATION s,�c DAVID P. M OF I EXISTING CONTOUR ---0--- c MARIANO �' PROPOSED CONTOUR 0 c� clvl . , N ti NOTE: THE LOCATION OF ANY UNDERGROUND ,o •p No.31115_ SEWERAGE,WELLS, OR OTHER UTILITIES SHOWN ON 90 � �w ILCOX THIS PLAN IS APPROXIMATE ONLY AS DETERMINED Fs ° 311 FROM RECORDS AND/OR VERBAL INFORMATION. isTER�° THE CONTRACTOR IS RESPONSIBLE FOR THE ' �s�ONac *aNvs°Q , VERIFICATION.OF THE EXISTING LOCATIONS IN THE FIELD. REGISTERED N ILA 9 L LEVY & ELDREDGE ASS06IATES,INC. �RCM= PWT P�. _ CLIEN 3 r.; ENGINEERS'— LANDSCAPE ARCHITECTS,,, JB NO. PLANNERS — LAND SURVEYORS DR.,BY 889.WEST MAIN STREET CHKD.BY= �, ¢ , } A/S'TT�i.3.L � 'l ,. CENTERVILLE, MA►. 02632 SHEET,.L„OF.? SCALEs p ►TE_. a a, 4 y .::. �,�EXM !M 4�t p t k Y - _ •� P.T c r F NOT.E. /FI7e5�E�2 THE SEPT/C 7'ANk' �. .?O FT. ' MlN: ���:`�-�.�".�4�'f s , - GEi9CNi�YG_ PIT 4J�E'-�; !'90RE T'/sIAN /2NB,LcLD!'�/ ' GRAOE A 24"A'/AM ET.-•R CONCA'E7- C'OYEA' E j pl scyeou�E"gyp SNAL L �E �BROu�NY' To 6R.4 P .�.4N .EXTRA CpNCRL�TE P V."C. P/PE /'�EAYy. C11SH.4 L L 13.E LS,FO !4;/ M/N. PiTeN' //=/Al OR/VEFWA Y coy I8 p PB,P F CONCR.�'TE • G .wE CO✓ER CLEAN SANG k `-� BAGJCF/LL L/,9UJO LEVEL 4S S IEV ULS Y.f PIPE i GAL. o •Q o t • • • • • + bP 4q' ASIYED STrJNE a W l4'PAR J'7: SrEPTlC TANK ,, s t •= • • •.:• • "s • 4 r ®OX kp r e s �. • rEFFECP"IV�' • r • 3f4 -.J,f2. F' • JS/ X Z� � �` s o � pRECAS T SE.EPJ4GE " '3 ,�LElTa4T/ON3 �J, X' l•0 '_�/.3.d �© EQ s e r • • •. • • • • • e o P/T ORU/V q1,Z v !/WY.EItT AT.BU/LD/NG 9� 2�FT. P� c4�iTf+l9�,S Cr�O 6 FT. D/AM. INLET"S�PT/C T.4NlC �,ad FT FT. OlAm. C(SEE wgB&4A 01✓ Gl/TLET SE®TIC 7ANH :�S;go Fr, GROUNo P447ER TAELE SECTION. 4 F odnErv/sT/z/,�uT/o!v pox S F`r SE1 .4GE L71.S.4 L 5 S7'&M /NLE'T LEACN/JVG PIT 6Y Z F TA�I1LA?!D/V L I CH//VG ®e T DiMel rsi o V fat �K A-T. SCALE DESIGN C4WTERIA D/>yLENSloN 8�FT:r gX` DJMENS/AN G FT. /VVAf&&R OF sw�zooMs 3 c.+��.aG.�`v/snos�L uN/r �/�' L®G TOTAL ES7//�1.47EAU:FLOiYt/ G.4L.�DAY v�'0!L TEST / V4114BER QF ZOACNINT P/TS� �^ELEY. �� � 1"�L�Y, oA7-C Of SOIL TEST SlvE L�ACI-//NG PER?17- /s7 Sa �T. 2%y i p RESULTS AV17-"&5SED BY _--. , 607-rOM L.w9CNJNG PER PJY=4�S4• PT. J SUB 50/G, f'EI�C0AA r/0N RATS�I � MI AllI NCH TOTAL• L.,�ACHI/YG AREA 2GJ SQ, =FT. l�lE1�COLATlON RATE 2 M/N�/NCH RESE�t�ELE.4CiIJNG AR��"� / S4•. FT _ .. 2%Z - /3 � -zoo/2 DAV I D P� Uo/)90 ;La 7T 22 L.J)fl7 T��455 MARIANO `a ft 335p p LEVY & ELDREDGE ASSOCIATES. INC. f ' �L. Q.J.. Z 889 WEST MAIN STREET CENTERVILLE.,MASSACHUSETTS 02632 D.eTE: - _ . RO[!/VO WATER AT ELEI/. r., JOB /1I0. SH��E'T�OF �_ -150-- EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE N W EXISTING WATER SERVICE G EXISTING GAS SERVICE ® LOCUS U UNDERGROUND WIRES !9 TEST PIT 66 BENCHMARK LEGEND I « 0 16 0 a) t S 61 g2 LOT 22 a 100.es'\\ 27,850±S.FO 0 m �� x 1o1.vAPN 046- 149 �, 3 s � t QOb 0 X s 101.09 v �'m CU 1 eet `•�` y + .98 X 100.12 ,i Aso Meigs Rd a �r°o Str 101.18 S g Z c 3 \� DECK °f or 4� LOCUS MAP ' 101.13x Ex/snNc 101.49 NOT TO SCALE x 99.5`` HOUSE(#177) - r.O.F=102 10 7f 1.19 BENCHMARK SET 102 27 RT. OUTS/DE COR./BOTT. STEP x 98.95 \� //-o EL.=102.27 (ASSUMED DATUM) V \� 101.61 `� �-- -19J 0� 84 �i0. +99.50 00.67 �� 5ro .. yQQ Z c3`. di T 42 r -W W98. G. "o `'a 99,05 �{Alj OU07 ` B !L TP-1 L1 x 98.54 i i-f j -��- E.98.01:SPi 98. EXISTING SEPTIC TANK - 97.54 x.97.74:• '';`; 8B ` x 98.31 8 , G J (TO REMAIN) `�_----9 3-" 597ss A. TOP OF TANK=98.39 52 7.39 D INV.(OUT)=97.06t M 0� 97.48 7.66 97on p M..- EXISTING LEACH PIT TO BE PUMPED, FILLED WITH - ONE . : 96s0 fj 1 9 2 SAND AND ABANDONED 96.64 -------- ` N 96 - " Z +95.55 GENERAL NOTES: .07 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL +95.90 BOARD OF HEALTH AND THE DESIGN ENGINEER. 95.85 :,'Z.,.:- 76 2- ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS o:.:.. OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 95.74 LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: -310 CMR 15.405(1)(b): 1) A 2' variance to the 3' maximum cover requirement, D. for 5' of max. cover. S.A.S. shall be H-20 and vented. -� 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE cW0_ DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 9a.a6! HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. +95.11 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. B. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 95r 93. 1 DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 3� 50_ 93.50 \, 94.08 CONSTRUCTION. ment A �h $ ave 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND N ! ` _' 93.56 V G REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). -'0f R 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE \ ��------1� 2.47 INSPECTED BY THE DESIGN ENGINEER PRIOR TO BACKFILL 55 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND edge IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 1.33 WNW OF M PETER T. �. PROPOSED SEPTIC SYSTEM UPGRADE PLAN McENTEE N 177 WHITE MOSS DRIVE, MARSTONS MILLS, MA CIVIL OWNER OF RECORD No. 35109 Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 RUGG, DONALD F & OTTO, THOMAS TRS °9 �£C/SfER`�- Engineering by: SCALE DRAWN JOB. NO. PATRICIA M RUGG LIVING TRUST FSS ENG� Engineering Works, Inc. 1"=30' P.T.M. 152-12 P.O- BOX 817 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. OSTERVILLE, MA 02655 ?�'I�Z� (508) 477-5313 4/24/12 P.T.M. 1 Of 2 • �j NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.95.8 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D—BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL 1 INSPECTION PORT AT CHARCOAL VENT OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE EACH END OF S.A.S. (CONNECT ALL LINES) T.O.F. F.G. EL.=EXISTING F.G. EL.=100.7t F.G. EL.=100.1 t F.G. EL: 98.0 TO 100.8(MAX.) MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 23' L = 6'(�) INSPECTION PORT 0 S=1% (MIN.) O S=1% (MIN.) ONE (MIN._) 4"SCH40 PVC 4"SCH40 PVC 6' fl T. fl 610.75" TO EXISTING INVERT INV.=96.17 PROPOSED INV.=96.00 (3 ROWS OF 6 UNITS AT 5.0'/UNIT) + 2.4' (2 COUPLERS) = 32.4' INV.=97.06t D—BOX SOIL ABSORPTION SYSTEM (PROFILE)EXISTING INSTALL INLET INV.=95.40 ELt EXISTING SEPTIC TANK TEE ESTABLISH VEGETATIVE COVER BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TO" OF CHAMBERS BREAKOUT=TOP _ TOP ELEV.=95.83 NOTES: INV. ELEV.=95.40 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BOTTOM ELEV.=94.50 INVERTS, PRIOR TO INSTALLATION. ► 2 83' 2) D-BOX SHALL BE SET LEVEL AND TRUE TO 5' MIN. ABOVE BOTTOM OF GRADE ON A MECHANICALLY COMPACTED SIX T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=8.5 INCH CRUSHED STONE BASE, AS SPECIFIED EXISTING SUITABLE IN 310 CMR 15.221(2). NO G.W., EL=88.6 — 'MATERIAL 3) INSTALL INLET & OUTLET TEES AS REQUIRED. _ 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE USE 3 ROWS OF 6-ADS Arc 36HC UNITS + 2 COUPLERS PER AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. ROW WITH NO SEPARATION BETWEEN EACH ROW & NO STONE TYPICAL SECTION SEPTIC SYSTEM PROFILE N.T.S. SOIL LOG DATE: APRIL 11, 2012 (REF# P-13,614) SOIL EVALUATOR: PETER McENTEE (SE#1542) WITNESS: DONALD DESMARAIS_ R.S.—HEALTH AGENT Elegy. TP-1 Depth Elev. TP-2 Depth 417.46- 98.9 0" 99.6 0" �1NlBJG7H - FILL FILL 9.45" 97.7 A 14" 98.6 A 12' 16„ SANDY LOAM SANDY LOAM 12 37" 1OYR 4/2 10YR 4/2 21 # 97.4 18' 98.3 16' 10.38" DOME END B B INVERT SANDY LOAM HEIGHT SANDY LOAM 1OYR 5/4 10YR 5/4 POST END 95.4 42" 96.1 42" 1[33.75" C2 C2 <-j NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY M-C SAND DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. M-C SAND 2.5Y 6/4 6 4 4640 TRUEMAN BLVD 2.5Y ! / LLLLLIVAF HILLIARD, OHIO 43026 UNITS MUST BE STAMPED H-20 ADVANCED DRAINASE SYSTEMS,INC.• Arc 36HC SIDE PORT COUPLER - 87.9 1 132" 88.6 1 132" 63.25" PERC RATE <2 MIN/IN. IN SAND (RECORD, 9/2/86, P-6124) NO GROUNDWATER OBSERVED t6- F - 34.5" i DESIGN CRITERIA NUMBER OF BEDROOMS: 3 BEDROOMS TOP VIEW 60" SOIL TEXTURAL CLASS: CLASS I END CAP END CAP DESIGN PERCOLATION RATE: <2 MIN/IN FRONT VIEW SIDE VIEW END CAP DAILY FLOW: 330 GPD REAR/TOP VIEW k2 DESIGN FLOW: 330 GPD NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW GARBAGE GRINDER: NO TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. LEACHING AREA REQUIRED: (330) = 445.9 SF 4640 TRUEMAN BLVD 74 HILLIARD, OHIO 43026 Are 36HC DETAIL EXISTING SEPTIC TANK: 1000 GALLON CAPACITY ADVANCED DRAINAGE SYSTEMS,INC.Ems. UNITS MUST BE STAMPED H-20 PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 3 ROWS OF 6—ADS Arc 36HC UNITS + 2 COUPLERS PER � �� WHITE MOSS DRIVE MARSTONS MILLS, MA ROW WITH NO SEPARATION BETWEEN EACH ROW & NO STONE BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 (Arc36HC Units) 18- UNITS x 5.0 LF x 4.80 SF/LF = 432.0 SF Engineering by: SCALE DRAWN JOB. NO. (COUPLERS) 6 COUPLERS x 1.2' x 4.80 SF/LF = 34.6 SF Engineering Works, Inc. N.T.S. P.T.M. 152-12 TOTAL AREA = 466.6 SF 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74(466.6 S.F.) = 345.3 G.P.D. (508) 477-5313 4/24/12 P.T.M. 2 Of 2