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HomeMy WebLinkAbout0103 DEBBIES LANE - Health (2) 103 DebbiesLane A 0�1�-(2 ;� .v lv : _ _� SINE # The Town of Barnstable •`P Health Department 1 ]IMSTAn ruS. 367 Main Street, Hyannis, MA 02601 a �0 o •' Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health December 7, 1992 Barbara Hamblin 103 Debbie's Lane Marstons Mills, MA 02648 Dear Ms. Hamblin: On Wednesday, December 2, 1992, Health Inspector Donna Miorandi observed five (5) horses on your property located at 103 Debbie's Lane, Marstons Mills. Your permit from the Board of Health only licenses your stable for four (4 ) horses. You are directed to apply for a permit for the additional horse within ten ( 10) days of receipt of this notice. The fee is five ($5. ) dollars (per horse) . Also, your neighbor's well located at #69 Debbies Lane is located only ten ( 10) feet from the fence used to contain the area utilized for the stabling of horses. It is recommended that this fence be relocated an additional 65 feet from your neighbor's well in order to prevent contamination to this private water supply. Sincerely yours,. Thomas A. McKean Director of Public Health cc: Kendall Ayers Robert Smith No. 13 Fee ad — THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es 2pplitatlon for MispoBal *pStrm Construction Permit Application for a Permit to Construct(Ooy' Repair( Upgrade( ) Abandon( ) ❑Complete System dividual Components Location Address or Lot No./V 3 DLr L3tgf rrS L104r05 Owner's Name,Address and Tel.No. Assessor's Map/Parcel``' ..,p Installer's Name,Address,and Tel.No.54-yQ 0-9738 Designer's Name,Address,and Tel.No.51.09-3G2- 92 2 Jostph O.e darros' �y��r =SONY_ Z'Nc Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Lys rl4ll �j'/�OaIJS d F G TrIF�7'r'JATo�"S QUA 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 Application Approved by !�10Date Application Disapproved by Date for the following reasons Permit No. Z O 3 — f a 7 Date Issued No. Fee THE QOMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS es application for mis: sat �&Atem (Construction permit Application for a Permit to Construct(4�' Repair(-) Upgrade( ) Abandon( ) ❑Complete System E94fiidividual Components Location Address or Lot No./ 3 d t i}' /i L _ Owner's Name,Address,and Tel.No. ry�,�vs j�.-� r29.//S T1aDl�Ylr'S hlk�✓�I Ljl//I Assessor's Map/Parcel Installer's Name,Address,and Tel.No. $� <D- 9 i` 2 Designer's Name,Address,and Tel.No. 5 0�- 2- c/{2 .w5 ?p!,• !�_' (3�4vr�'s !✓'/: i,< S"a�S. rat/� G/ C 14,1"v1-a e f ` /dal /LJN1-510- Type of Building: Dwelling No.of Bedrooms 3..- Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil 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 Application Approved by Date / , Application Disapproved by Date for the following reasons Permit No. I 0 13— ' ) 7 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compriante THIS IS TOJJ CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(L — Upgraded( ) Abandoned( )by ✓a, Z2, /Z S at / I)!.& l /- :) Zww//: ./ Aj has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.)-O j—f 1 7 dated A Z 7 S Installer,16fe,D14 Designer T _ #bedrooms 3 Approved design flow U gpd The issuance of this p4rmit shall not be construed as a guarantee that the system will Cho as design d. Ins-Date put-, ector No. 2 C)f 3 —/-? ? Fee w THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS disposal *pstem Construction 3permit Permission is hereby granted to Construct Repair Upgrade( ) Abandon( ) System located at /G1 y/ I2/3 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:Constructio I must be completed within three years of the date of this permit. ? Date ('� /b �/ Approved by ✓1/1✓, i,C 1 A?R/18/201YTHU 03:52 FM SandwichTownOff ices FAX Pao. 1 5C8 833 OC18 P. 001/001 Town of Barnstable Regulatory Services Thomas F.Geiler,Director Pubic Health Division ea�cs Thomas McKean,Director 200 Main Street,Hyannis,NU 02601 Office: 503-4362-464-t Fax: 503-790-6304 Installer& DesigEer Certification harm Date: f —fAssessor's Sewage Permit# iY1aplParcel� Designer: aS Installer: Address: po Address: Et_a,,�Jvul L.Ll LytqOn (date)• _ was issued a permit to install a (instal lt:r) septic system at �� � 'ClV . ��, II( -based ou a design drawn by (address) T �kn& dated l (designer) 1 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 tit- distribution box and,'or septic tank. 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,revisiort or certified as-built by designer to follow. OF AdgSf//G RR N M. (Installer's Signature) 1 (Designer's Signature) (?,ffii Designer's Stamp-here) PLEASE RETURN IQ- BARtNSTABLE PUBLIC HEALTH 171VISIOI`Is, CERTIFICATE OF COiNIPLIA,NCE WILL NOT BE ISSUED UNTIL BOTH THIS FOI tW AND AS-SUMT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: Realth/Sepric/Designer Certification Farm 3=7b AOC :!S3p _ No... .1�._...S� / Fm$.............................. THE COMMONWEALTH.OF MASSACHUSETTS A� BOAR® OF HEALTH '�.Wh.... OF............Qns- 0.b\ . AvviirFation for Disposal Works Tutu $rnrtion ramit Application is hereby made for a Permit to Construct lu ) or Repair ( ) an Individual Sewage Disposal System at:...fl.....e....b...b.__'►.e....s._...L.....a....n....e.. Marsk-zn %1k 5 Lo 105 f3K . Zr7Z , P-,_92m ------. . : --------••--------.._.......P :.------------------........... _ Location-Address or Lot No. ......................_...-.......«............................................................ ..........--...................................................................................... Owner Address area- .......................................... Installer Address �� O 0 O Type of Building Size Lot_..._______�_____________---Sq. feet U Dwelling—No. of Bedrooms..__.__._ Expansion Attic ( ) Garbage Grinder ( ) 'k Other—T e of Building ............................ No. of persons............................ Showers - Cafeteria Q+ Other fixtures ............... w Design Flow.................. ..................gallons per personger/day. Total daly POW----.......�30...................gallons. WSeptic Tank—Liquid capacity!9dR.gallons Length.._..__..Z... Width....4..2.... Diameter-_._____-___-- Depth.... ......... x Disposal Trench—No..................... V� idth.................... Total Length..__......_#_.......Total leaching area....................sq. ft. Seepage Pit No........i........... Diameter....... ........ Depth below inlet-_...�........... Total leaching area..4.7-1.3.81-4t. �j P Z Other Distribution box (\/') Dosing,tank ( ) 1-4 Percolation Test Results Performed by--- :..F0.1�b` ,.. _�:.:.................. Date_,-`29'81 1 ......... 4 Test Pit No. 1....�Z..minutes per inch Depth of Test Pit....14_4-!,,... Depth to ground water rile. exncoun'�er� f=, Test Pit No. 2................minutes per inch Depth of Test Pit.....141..... Depth to ground water----- .............. � O Description of Soil-....15 e-...a.t'+'Ae�c.�.-----P�!?n--------------------------------------... ....................................................... x w UNature 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 TL I TML4 5 of the State,Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been iss ed.by he bo d�orhhpalttjh. igned---------- -----------•- -•--------.. .-- ................................ _..._ � ate Application Approved .....................•----..._..............._..--•_------ 1/ ,�� Date....._.._... y `Application Disapproved t e following reasons-------------------------------------•--_------------••-•-----•------------------.-----------•---- ---•----•--------------------•---•..................----------------•----------------------------- Date PermitNo.......................................................... Issued..................................................... Date ter...,. I / r ...-...f.. / �,i�.�<.:. Fxx............ ............._ THE COMMONWEALTH OF MASSACHUSETTS - BOARD OF HEALTH ° ..........O W_...........:.........OF......�c,-rC'_ .........................................................}._...._........_ Allp iration for Biipusal Works Tonstrnrtinn Vanfit Application is hereby made for a Permit to Construct (am ) or Repair ( ) an Individual Sewage Disposal System at: O�.bb�eS Lantz- s� 11 La 05 : i 1 �11 Location-Address or Lot No. ......................».......................................................................... -•--•••-••-•...................................................................................... �"''- / Owner Address -••-..........A A,...... �i�w�`'----•---------------------•----........._ 14 Installer Address O O VType of Building Size Lot___2_____----------------Sq. feet .-� Dwelling—No. of Bedrooms.__..._.._..............................Expansion Attic ( ) Garbage Grinder ( ) a Other—T e of Building No. of ersons____________________________ Showers a YP g •-------•-•----------------- P ( ) — Cafeteria ( ) 04 Other fixtures .........................................................................................................--- •----._...••••-•-•---•....•••-•••••-•- W Design Flow..................�J_.cJ._________._______._gallons per person er day. Total daily flow_._.__._.._330_____________.._.__gallons. W Septic Tank—Liquid capacityi�d...gallons Length___�.I�_._ Width--- Diameter________________ Depth__._____... x ©isposal Trench—No_____________________ Width..................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No........I........... Diameter........ .____.__ Depth below inlet.....9......... Total leaching area__!Z•..:..ST. . C1 P z Other Distribution box (V) Dosiit a ) al -ban Percolation Test Results Performed b __________________________________kDate- Test2 9 (8 a Y �- = ---------•••• 1--•.................... 1 Pit No. 1_._.�.2__minutes per inch Depth of Test Pit....).4`�. Depth to ground water._n°ne- C..... Tere� (14 Test Pit No. 2................minutes per inch Depth of Test Pit----- Depth to ground water........................ a Soil ............ • ••--•••••............................................................................................................ �A ODescription of _____5e ___a : _�a_....P_ V .._..--•----•-------•-._....•----•••._...--•------------------•-•--•--•-•-•-•••••-••-......_...---.__..••••-•••-----•---•....-•-•••-••----•-•........................................................... W UNature 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 iITA T-E 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 h�bbo �ofhh7lth .S•gned••----•-• -- Application Approved B --•-•----•----•------------------------••••--•-- t" ........... Date Application Disapproved �fr t7)following reasons:.............................................-----•------ ••---------------------------- ------------------- ••.....•-•••--•--•••-----•••-••••----••••••-••••......--••-••----------••-•---•-•--._.....-••••......_....._...._..•••••••--•-••-•-•-••••--••••-•-•----•-••••••--••-•---- ............................... Date PermitNo......................................................... Issued_.................... ................................... Date THE COMMONWEALTH OF MASSACHUSETTS - BOARD OF HEALTH .............I............................OF..................................................................................... Trrfifiratr of Tuntplinnrr THI I-S O i�FRTIFY, That the Individual Sewage Disposal System constructed ( ,)-'or Repaired ( ) bys----------------------- �------.......//� Installer has been installed in accordance with the provisions of TITLE 5 of The State Sanitary 0� e s described in the application for Disposal Works Construction Permit No.._�,�__r 1��l___`______.. dated.,.. ......_..........................:. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A G7ANTEE THAT THE SYSTEM WILL F NCTION SATISFACTORY. DATE. l y y ......................................................... Inspector------- .. ....................... ._..._.. THE COMMONWEALTH OF MASSACHUSETTS' BOARD OF HEALTH 3 1/> ..........................................OF............ .-p No..... .........---•-•--•-•.........................•--._........._.. FEE— ............. Disposal IV�..jj��kl Tnnitnrlion rrntit �-- Permission is hereby grant A_______________LU...- :- .-•-......... to Constr ) or Repair ( )�n I d'iv'flual Sew e'Disposal System Street as shown on the application for Disposal Works Construction Permit No........ ated.............._........................... •................:�.-�. ............................................................ f' /f C ••••--•--•--••_-•-•••--• oard of Health DATE.................. ---- -------- FORM 1255 HOBBS & WARREN, INC., PUBLISHERS • 362.4541 926 main street yarmouth mass. 02675 down Cape entineefing civil engineers&land surveyors structural design -. Arne H.Ojala P.E.,R.L.S. land court Richard R.Fairbank P.E. surveys site planning February 21, 1986 sewage system Barnstable Town Hall designs Board of Health South Street Hyannis, Ma. 02601 inspections Gentlemen: permits Please be advised that on February 20, 1986, Down Cape Engineering inspected the septic system installation at the Bryant property located on Lot 103 Debbie's Lane, Hyannis. We hereby certify that the installation complies with the intent of our site plan #83-207 dated November 25, 1983. Sincerely, Richard R. Fairbank Professional Engineer RRF/cdw LOC TION SEWAGE PERMIT N0. 05 - VILLAGE INSTALL R'S A,INE i AADDItESS BUILDER OR OWNER '7 DATE PERMIT ISSUED D A T E COMPLIANCE ISSUED i i,a� ,% '} }}} }};' � ��, \\ � �� \`, "� �� �` LEGEND MARSTONS MILLS i ; } �%t}} ,%� �' ��� ��� \ �� � �,. `�\�� � WAKEBY ROAD WET AREA ems♦ , < \ \ i g PROPOSED CONTOUR � �Iti � ,.�, •� `� \ � � � PROPOSED SPOT GRADE � 2 —— 98 —— EXISTING CONTOUR � S t`r- + 96.52 EXISTING SPOT GRADE SPUR EXISTING WATER SERVICE LANE N TEST PIT - LOCUS 20 s LOT 106 ,�;`- yn �i ��� O 103 DEBBIES10 (RESERVED)_ 46 t s �'Q ` LANE - O 47 LOT 105 �� LOCUS MAP - ♦ I sr o i A.M.: 011/018 s N 0 �= AREA=20,000f S.F. �o ,S LOCUS INFORMATION 04 q.$ _ _ PLAN REF: 272/92 ♦ TITLE REF: 14799/160 /' �\ ♦ I ;I PARCEL ID: MAP 011 PAR. 18 ZONING: "RF" _ FLOOD ZONE: "C" COMMUNITY PANEL: 250001-0015—C DATED:08/19/85 p % MEYER & SONS, INC. 'f1 P _ _-- = P.O. BOX 981 TWIN .' FYI ♦' ' Ji EAST SANDWICH, MA. 02537 �., / •' Q! _ ,- INV=49.92 _ WELL#10 3 = ' (508)362-2922 --- W w TOF=54.00 __ _ +- ,�����= f _ _ _- - ,` UTILS GENERAL NOTES: - _ INV=50.00 - - p ;� 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL r 7 — - — BOARD OF HEALTH AND THE DESIGN ENGINEER. Ln ;� - % 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS / — — � ` ' � '� OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLEE/yF I I ® _ = LOCAL RULES AND REGULATIONS. CF�)�. I``\`��� 3 PRIOR 1 __ '�QQ QQ TOEINS INSPEC SEWAGE TION AND APPROVAL SPOSAL BYTE BOARD OF SHALL NOT BE C D HEALTH AND THE _ _- DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING N — • GF' _ FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN �F kk` 15+ _ Gp�P =_ ELEVATIONS ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL UMED DATUM. TOWN OF BARNSTABLE O�OS`\\` O o -�� 6. THE DESIGN ENGINEERD IS NOT ON SRESPONSIBLE FOR THE FAILURE OF RO`�\�` WSJ o + �" _--L THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 11 32 Go�y� _ LOT 104 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 1y�1� • ��O'� 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. AREASCONSTRUCTION SHALL SEPTIC SYSTEM \��. , N61 $ TOLA CONDITIONURBED AGREEDUUPON BETWEEN OWNER AND RING C ONTRACOTOR. c\ 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY REPAIR PLAN �l THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING P CONSTRUCTION. LOCATED AT: ` ``��\ � 1 Q. EXISTING LEACH PIT TO BE PUMPED, CRUSHED AND REMOVED 103 D E B B I E S LANE PER TITLE 5. M A R S TO N S MILLS, M A. °F MAssq�ti 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION ? G s 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY PREPARED FOR o DIA,tzIYEMi1 J' AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY `` ' � NM0 �•140 \ 13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING THOMAS H . & JULIE E. i 14. ALL PIPE TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPEC.) H A M B L I N ` 'AEG/STEM 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW APRIL 8, 2013 S4NIT00 FOR THE USE OF A GARBAGE GRINDER SHEET 1 OF 2 J#1523 SCALE 1" = 20' `b ' 13 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING t 1 NOTE:'TO PREVENT BREAKOUT, THE PROPOSED NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:48.64 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. T.O.F. EL.=54.0 INSTALL RISERS & COVERS OVER INLET Sc INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER OF >14 OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6' OF GRADE ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. �� �AV ' F.G. EL.=52.3t F.G. EL:=51.9t F.G. EL: 51.3t F.G. EL: 51.3(MAX.) DAR N M. ��Gn \ ME 9" MIN COVER/ �PfO!114 L = 19'f 36" MAX COVER L = 20' L = 10'(MAX) INSTALL TWO INSPECTION PORTS (MIN.) 0 S=1% (MIN.) EL. = 50.08 ® S=1% (MIN.) ® S=1% (MIN.) �/sj� � 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC SgNITAR\�� O" e" 14' 3.3" TO l INV.=49.0 48'u0u/D INVERT LEVEL kINV.=48.75 PROPOSED INV.=48.35 GAS BAFFLE D-BOX 4 ROWS OF 6 UNITS AT 4.0'/UNIT = 24.0'/ROW INV.=48.5 QB-5 INV.= 48.25 SOIL ABSORPTION SYSTEM (PROFILE) EXISTING 1.000 GALLON SEPTIC TANK 48" RESTORE VEGETATIVE COVER FEXISTING SEWER OUTLETS BACKFILL WITH CLEAN PERC SAND 0 1 0 0 1 i TO TOP OF CHAMBERS NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION BREAKOUT=TOP ELEV.=48.64 34» 2) D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.= 48.25 GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM ELEV.= 47.97 INCH CRUSHED STONE BASE, AS SPECIFIED IN EXISTING SUITABLE 2.83' MATERIAL 310 CMR 15.221(2) 3 REPLACE EXISTING 1,000 GALLON SEPTIC 5' MIN. ABOVE BOTTOM OF ) T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 4 x 2.83' = 11.32 TANK WITH 1500 GALLON SEPTIC TANK (6.27' PROVIDED) USE 4 ROWS OF 6 INFILTRATOR QUICK 4 PLUS PROFILE IF FAILED, DAMAGED, OR UNDERSIZED. ADJ. GROUNDWATER EL.=41.70 STD LP (3.3" INVERT) UNITS-NO STONE 4) INSTALL INLET & OUTLET TEES W/ ZABEL 4S FILTER AND GAS BAFFLE AS REQUIRED SEPTIC SYSTEM PROFILE TYPICAL SECTION j 8» N.T.S. e.ts. 3.3" DESIGN CRITERIA SOIL LOG P#: 13907 } SECTION END CAP NUMBER OF BEDROOMS: 3 BEDROOM DESIGN DATE: APRIL 1, 2013 SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE #1614 DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DONALD DESMARAIS, BARNSTABLE HEALTH INFILTRATOR QUICK 4 PLUS STD LP (3.3" INVERT) UNITS DAILY FLOW: 330 G.P.D. DESIGN FLOW: 330 G.P.D. per. TP-1 Depth Elev. TP-2 Depth 2o GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER). 51. FlLL o" 51.20 FlLL 0" MODEL QUICK4 LP 50.20 NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT PROPOSED SEPTIC TANK: 330gpd x 200% = 660 gpd (USE EXIST. 1,000G TANK) A 12" 50.04 14" LENGTH 48" LOAMY SAND A LOAMY SANG LEACHING AREA REQUIRED: (330) = 445.95 S.F. 49.53 1oYR 3/1 im 3/1 EFFECTIVE LENGTH 48" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY B 20" 49.37 B 22" DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 74 LtavJ,R S5/8 AND LOAYR SAND OVERALL HEIGHT 8" SIDE WALL HEIGHT 3.3" DISTRIBUTION BOX: (4 OUTLETS (MINIMUM)) 48.45 C1 33" 48.53 C1 32" OVERALL WIDTH 34" PRIMARY S.A.S. MEDIUM SAND + MEDIUM SAND �l USE 4 ROWS- OF 6 - INFILTRATOR QUICK 4 STD LP (3.3" INVERT) 2.5Y 6/4 2.5Y 6/4 CAPACITY UNITS WITH NO STONE PERC O 46.20I - - 0 1 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER) 41.20 120" 41.20 120" PROPOSED SEPTIC SYSTEM/SITE PLAN (CHAMBER UNITS) 24 UNITS x 4.00 LF x 4.73 SF/LF = 454 SF 103 D EB B I E'S LANE, M. MILLS, MA PERC RATE <2 MIN/IN. (-Cl- HORIZON) TOTAL AREA = 454 SF GROUNDWATER OBSERVED AT 114- (EL 41.70) Prepared for: Hamblin DESIGN FLOW PROVIDED: 0.74GPD/SF(454SF) = 335.9 GPD > 330 GPD req'd **NO ADJUSTMENT NECESSARY DUE TO NO MOTTLES PER DON DEMARAIS Engineering by: Surveying by: SCALE DRAWN MEYER&SONS,INC. MacDougall Survey NTS D.M.M. I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 pO BOX 981 (508) 419-1086 to conduct soil evaluations and that the above analysis has been performed by me consistent with the EAST SANDW/CH,MR 02537 DATE: CHECKED SHEET NO. requirements, of 310 CMR 15.017. 1 further certify that I hove passed the Soil Evol. Exam in October, 1999. 508-362-2922 04/08/13 D.M.M. 2 of 2 S - ' SEGTIOWr:SEWAGE I U 1 S•i L � p SEPTIC TANK - - 'D' BOX - -LEACH \` - ITT"r L �^' IMS:Lj#• ,2.:OF ItGTO!/a,. Q( IOCJ ` � "•t. ,. �� •t { WASHEDSTqNE •e t ! „ OUT+ IN. \\OUT \ �\ � ��� `�• � «ape LOOOG SEPTIC F ~{ TANK.• � �'� � `� / ELEV'. ELEV. V. ELEV. , e k 1r ELEV. ELtV \ , \ u `+,y t, !y, ��.•'�, t _ ,v;t ;' . i - 161P�1. OF V11•`-la/2"• , \. ,_ 't• 7� \ `y, \ i 1� N/ASHED S1 ON.E ��• 1. 1 �. /J bL.� LOG �If / 41 $, H, t o j9 lip F / r ° Sy TEsr caAve ..1 uMTNESS" BEDROOM HORSE �, sjGN t� r . •; fLEV,t9 a ELEy< < p n. .r tNO DfS OSER ISP.f75E * / P'ERC RATE MINfI.N. f , SMIOW RAT Q (GAL./DAY) .330 G6'•5 SEPTIC-TANK VS? _ 1 ,• '. . . -" „ ` - . D SEPTIC TANK SIZE � 'Q REQ' • _ a ' ti ry, ' / E f _ LEACH FACILITY - , SIDE WALL ,...�6 12r5) GAD. 1V Boto:�n 4 5©.s I I a< 50 c fD. ' "av L s2 w ' TOT 9 , �, f "s USE: •6N, 1 ' PIA�6f �LEACHING F�1'1~ \ k�� ice! A449 �AIAtE cor° ra4 No'', WATER ENCOUNTERED NO t • JQN;;.E$S OTHERWISE NOTED) DATUM:'IMSI^3=TAKE!4 FRO Tv ..QUADR.ANGLE MAP �♦} (IS. ` µ � 1` . } t 2:MUNICIPTII WA OF TER .. -M AWAILA6:LE — N +` { , i w y 3_PI Pq PI'rCN IA PER FOOT Si y I 4 Dkz51GN LCJADIN;G FOR ALL f?,f�E CAST UNITS:AASHQ I b .44 p A E' � wq Qf� llr � . 1t i 3,,`.MIN GFIOIIND'COVEROVER,ALL SEWAGE FACILITIES.-(1) FT. • i ar�� O,�AIA "-Q" fS.iA1V EASG :RTIF.IED a y 6:PIPE JdiN:fs,SHALL BE MADE WATER`TtGH f OJRIA rH. `�'i> �� GIYII � 2 •" 7.G`ONSTRl1CTION DETAILS fiQ SE'ACCORDANCE WITH COMM.OF MASS. 1 cF34$ ftl0, 3f1T92 it I HEcFfE•B 1f'OER FIF.Y THAT TH`E•BULL�ING sl P '" +c ,,STATE:EN'VIROtVIV CNTAL GQQE TITLE-S � >a -SHOWN ON TWIS PLAIV'IS'LOCATEfl ON TN:E nN CJJ LQT /© D�f l L,4NE GROUND AS„SIifJWN M�FtEOIy&TWAT IT...—,—T-- LOCUS; f CON FORM'�O T'4E ZONINO,f3`t'LAWS OF THE Wi����� ES A-rJ /r'ff1Q5 t�3�W MIZL f7;' r V _ SU OWN O r !": u. ��, ry# .>. 'j i • f#EG.P'ROFE$Sf L NCINEEk WHEN CONSTRUCTED. 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