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HomeMy WebLinkAbout0033 CARRIAGE LANE - Health 33 C d lage Lane Barnstable A=298 -050 o - I o TOWN OF BARNSTA13LE LOCATION 33 ��� �. SEWAGE • VILLA G`i • � Srt�-�,1� ASSESSOR'S MAP&PARCEL •"a���� INSTALLERS NAME&PHONE NO, SEPTIC TANK CAPACITY LEACHING FACILITY:(type) _, c'$�y �tt✓i�61 (size)3�t�1(y �C 0 NO.OF BEDROOMS OWNER �7J PERMIT DATE:DATE: g COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet . Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 3 s le/ lei f A �� ► a2' a� s 2-71 eX all Par oil 4 TOWN OF BARNSTABLE LOC;/VTION ��� c � _ SEWAGE VILI 'GV G.,v�S-t�.��a ASSESSOR'S MAP(&PARCEL "e,)\C(� INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY cre-- LEACHING FACILITY:(type) (size) 3 ltc�(}I )C t NO.OF BEDROOMS OWNER �J V`— PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY a T- 31 i A I . tf3I t7-L�o� c 3a�1 No. I6bzoo Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: .PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS es Replication for Migo$AY *pgtem Construction Permit Application for a Permit to Construct( ) RepairX Upgrade( ) Abandon( ) ❑ Complete System Xlndividual Components Location Address or Lot No.'*33 r3 Owner's Name,Address,and Tel.No. QG A4 Assessor's Map/parcel L9 61 o S- Installer's Name,Address,and Tel.40. Designer's Name,Address and Tel.No. �'t.0 S3"H E1,34. SSCS, &AIS-53%o 5,2P--+9 cab Type of Building: Dwelling No.of Bedrooms .3 Lot Size 2-11 (o sq.ft. Garbage Grinder (11f Other Type of Building N ary- No.of Persons Showers( ✓r Cafeteria Other Fixtures c.%AE -f :S I-a LAvKaCRJ Design Flow(min.required) gpd Design flow provided 33S aP gpd Plan Date i 10(0 Number of sheets Revision Date "— Title Oct c- c �§S yeCnCYe Size of Septic Tank X tS'C. \ma Type of S.A.S. LOT i.�l�►�rtZ.�-rucz� " 1D`)t xt' Description of Soil 1Rn_ _ Z Dy" 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 Environment Co a not to place the system in operation until a Certificate of Compliance has been issued by this Board '0 ` Signed Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. 9 Date Issued No.. - 16 6 Fee ► i ' Entered in computer: .?k 7, THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Ztpplicatiofi for nig OgaY ��gtC11� COtt5trtlCttOTY erll�it Application for a Permit to Construct( ) RepairX Upgrade( ) Abandon( ) ❑Complete System XIndividual Components Location Address or Lot No*2J'�>&h2-9 VIC,C Z � Owner's Name,Address,and Tel.No. ��jccc�SatclC�\a :�)OPA►E QGAII Assessor's Map/Parcel 29 81 p Sty K Installer's Name,Address,and Tel.10. d j Designer's Name,Address and Tel.No. SNPY ENV.SdCS, Type of Building: Dwelling No.of Bedrooms Lot Size 2-11 (a 2 5 sq. ft. Garbage Grinder (IjftN - Other Type of Building Ill pnQ_ No.of Persons Z- Showers( w)'Cafeteria Other Fixtures Skak Design Flow(min.required) .3�jD gpd Design flow provided 33 3 g U gpd Plan Date c3e�lgln x. Number-of sheets ( Revision Date '-- Title #l' Size of Septic Tank �X tS-C, lr Type of S.A.S. `5 t u���►_t-2 Q-s-r�o 5 I'o`% a. Description of Soil 1�a Am (>\"r\ Nature of Repairs or Alterations(Answer when applicable) � o Cer- 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?Coe a not to place the system in operation until a Certificate of Compliance has been issued by this o F3ealth. Signed ti Date Application Approved by C Date Application Disapproved.by: Date 7 f for the following reasons Permit No. r yt 1 / �� Date Issued I THE COMMONWEALTH OF MASSACHUSETTS , ` BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded Abandoned( )by at 33 �.ca r-r"t agar'" r�; a r w5 -c�6as been constructed in accordance with the provis ns of Title 5 and the for Disposal System Construction Permit No. �_ o(D 6 dated Installer 1�b e Designer A._/ #bedrooms `, Approved design flow _ 3 3Z gpd . The issuance of this permit shall not be con trued as a guarantee that the system�will fu ctias designed. Date ( 6 Inspector__ ———————————————————————————————--`\———— ----� I/�� �I No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1wigpogal �&pgtem Construction Permit Permission is hereby granted to Construct ( ) Repair ( ) : Upgrade ( Abandon ( ) / System located at .3 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes 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 /��/ Approved by C = Town of Barnstable �p1HE 1p�, Regulatory Services Thomas F. Geiler, Director • BARNSTABLE, MAC' Public Health Division i679' .0 ArEo �' Thomas McKean, Director `200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Designer: ShU Environmental Services, Inc: Installer::, ZA)gc� Address:. P.O. Box 627 Address: East Falmouth, MA 02536 7"> ia���{ 14ft On CQd k-5 C was issued a permit to install a (date) (installer) septic system at 3 sue.,P C9 c 2A based on a design drawn by (address) Shay Environmental Services, Inc. dated 411410(0 (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. 't 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. ITN OF444k4 CARMEN v E. n t SHAY er's S ature) N' No. 1181 0 a . ,PFGISTE�� SgNITAR\Pa esigner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- - BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. , Q:Healthh`s_, tic/Designers ' •ation Form .I t. 9/16/03 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems. Only PERCOLATION TEST AND SOIL EVALU ATION EXEMPTION FORM L hereby certify that the engineered plan signed by me dated 0)0 concerning the property located at RQ(��Fl L.N, } ARcJSTI�P�t�meets. all of the following criteria: • This failed system is.connected to a residential dwelling only...There are.no.commercial or business.uses.associated with the.dwelling. • The soil is.classified as.CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or.may conduct deep test holes and percolation.tests.at the site without a health agent present. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the. Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information) B) G.W. Elevation 30 +adjustment for high G.W. Z = Z DIFFERENCE BETWEEN A and B 2 (� SIGNED : DATE: . 4�G �Dtb NOTICE Based upon the above information; a repair permit will be issued for bedrooms maximum.. No additional bedrooms are authorized in the future without engineered septic system plans. t c..C\ r1 q ASepdc\percexemp.doc iL L6'CQTION EW6,C;E PERMIT UO. VILLAGE jg4y. PAKLL NO',- IWSTQLLER 5 U NlE (r,- ADDRESS BUILDER 5 IJ.&MF— ADDRE.SS ow DATE PERMIT ISSUED DATE COMPLIh ACE ISSUED — — '4; ��r h Q� a }. f� �� ���� No.. -.r Fss...Ip....�...... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEA TH _ >'1..... OF......... .. :. ........ ................................... Appliration -for Uiipo ial Workii Tonitrurtion Vrroiit Application is hereby-made for a Permit to Construct ( 41�or Repair ( ) an Ijidividual Sewage Disposal System(at,• ` -�:.. Location•A Is or Lot No. � ... .. h- . 1.----•-------•------- Owner Address a .......... -- ......................................................... ..................................... •----............_.....•----_._..•............................................................. Installer Address d Type of Buildinp� j Size Lot............................Sq. feet U Dwelling—No. of Bedrooms---3....................... .............Expansion Attic ((` ) Garbage Grinder (-'I' pa-, Other—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) 04 d Other fixtures --•------------ --------------------------------------------•-•---•••-------------------•...-•-•------------------------•-------------------..------ W Design Flow__ _-_...__-..........................gallons per person per day. Total daily flow----- .--__---._-__-_-_-__._-..-.---gallons. 9 Septic Tank-L-Liquid capacity-.-L-�%0gallons Length................ Width....._......_..=Diameter___-_-_--___-_ Depth------._...__. W Disposal Trench—No................` �hidth......._ _... Tlenth-------------------- Total leaching area--------------------sq. ft. x ��� Seepage Pit No.__-_l-------------- Diameter.._ Q Q______ DepZ-1 below inlept...... ........Total leaching area._--_.-__----___sq. ft. z Other Distribution box ( ) Dosing tank ( ) W / 6-- 0 `� aPercolation Test Results Performed by.......................................................................... Date----•-••----------------------------- a Test Pit No. 1................minutes per inch Depth of "Pest Pit.................... Depth to ground water...---._-_---_.-._---- f� Test Pit No. 2................minutes per inch Dep h of Test Pit.................... Depth to ground water.........---..-.-..-.--. .................. -------- ........................—__4e- -f Description of Soil-------- --- - ------- �- ------- - x ' �' g- 'L- ------------------------------... ----- UW - ---� -- --' - ....................... -------- ------------------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 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 Article NI of the State Sanitary Code—The undersigned further'agrees not to place the system in operation until a Certificate of Compliance has been sued by e rd of he lth. Date Application Approved B PP PP y-----/F . ......... .... .��Aiv k - .f"._ 4 Date Application Disapproved for the following reasons:---•---•.......................................•-------•----------------------.............-•-------.....-•----- • ---------------••--•------------•----••------•--•-•••----------•-----=---------------------•------------•----------------------------------•--------•----•------------------•---------------------.----- Date PermitNo.......................................................... Issued........................................................ Date �® . No........ Fss............................. THE COMMONWEALTH OF MASSACHUSETTS �` BOARD OF H &'�"L...........OF..........e _=.�[/}/ Appliration -for Biipoiitt1 Works Towitratrtion Prrmit Application is hereby made for a Permit to Construct ( 4�'or Repair ( ). an I divi ual Sewage Disposal System !at: co� n �-tt Sq. —�' !� ......... ............ � ••-- --------.-_---------•-------------- ocation•Art ss or Lot No. .......-•---••••I.--q..... Q .... �rt -n -•••......---••••-•-•-•-•-----•••------------•......•---------------------...................... Owner Address W ' [..< i Installer Address U Type of Building, Size Lot----------------------------Sq. feet Dwelling—No. of Bedrooms----3.....................................Expansion Attic ( ) Garbage Grinder (✓'f aOther—Type of Building ---------------------------- No. of persons..-____-.--____-__-_---.--_- Showers ( ) — Cafeteria ( ) dOther fixtures -------------------------------------------------------•-----•-•-•-----------------------------------------------------------•--------•-------------- W Design Flo w--------------S.o-________-__--_-----.._gallons per person per day. Total daily flow--___- __--_---_-_-.----.--.........gallons. P4 Septic TunkA-Liquid capacity...J_50(�allons Length---------------- Width................ Diameter----._.......... Depth.__..-_-___--- x Disposal Trench—No- -------------------- Width.-- . _� �Tgt�j igh.................._. Total leaching area...............-----sq. ft. ... Depth below inlet_-.-______________ Total leaching area_.--_--_-.-_--__-_sq. fI. Seepage Pit No.....A______________ Diameter_____ .�r z Other Distribution box ( ) Dosing tank ( ) Ol)� f G rA '- rj - �2, a — T aPercolation Test Results Performed by---------_------- ------------------------------------------------------ Date--------------------------------------- ,� Test Pit No. 1................minutes per inch Depth of Test Pit-------------------- Depth to ground water_--------------------- (4 Test Pit No. 2................minutes per inch D©�pth of Test Pit.................... Depth to ground water-------------------- ------------------ .... = f= ----------------- -----�- ----= ' /-------------------- ................ Description of Soil-- j'--------L/ ` ;F i'„`............ =•-• ----------'----------- -----•r''>c {'--•----------------------------------- c.� " ' �''y -= - ,c. 't_Z_..... ?.......-....-=...------•-•-------------------•-----.....•-----------------------'-----------. UW ✓- ----- Nature of Repairs or Alterations—Answer when applicable..---------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee t sued by tJ ePrd of he Ith 1 __k �` e I ned ! ---------------- �� !-•--------•--------•------------ � Date Application Approved - ' 7� - Date Application Disapproved for the following reasons:----- --------------------------------------------- ------------------------------------------------------ ----•-------••---•-•-•----------------------•-----------••---------------•----------------•-------------... Date PermitNo......................................................... Issued..................... .................................. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD O HEALTH ....... / ...........OF............. ....... �� ........... U rdifiratle of TOmp iaata THIS r, CE IFY, That the Individual Sewage Disposal System constructed ( �or Repaired ( ) by.. '� --"- ------- ....................................... -----xc�, X ------••-•••......•-- ' Insta at.... ...Ai.... .... .-= has been installed in accordance with the provisions of A rI of The State Sanitary e as described//in the application for Disposal Works Construction Permit No._.�......2.zl__________________ dated._.__Coe ..� ' 4. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCMN SAT` CT RY. C-D� A. DATE ....... --� --- -- ------'-•-'--------•---'----- Inspector.---... ... ...... --- - - ----------•-.----- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF EALTH �-/ i....�'"7. 2......OF............. .. ....�L y'l�l..l...._r.. .--.--...... /` No. . FEE.. Di-spatial16� ork Tomitrurtioat Vrrotit Permissionis hereby granted----------- -- -----------------------------------------------------------...----------------------------------------------- to Const�)t ( or pair ( ) an Individ�I ewage Di sal System at No.- A . =••-- -..f.1r'fit �R-4.-----ems Y ���>� --. .......... 'Street as shown on the application for Disposal Works Construction Per , No------ __(�=�D d_._�_.. .� 7--4_........ '' �---1�- Board of IIealth DATE.... - FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS 73- 04- ;.r .� a' /O2 .t /gip i .. in" .a DLO T4/ 1 W„ m�. �t� OF M l CERTIFIED PLOT PLAN ASS ." v� ROBERT G� NEW CONSTRUCTION ONLY y eRuce �QJ__ <39 F�91jf2Esj_ ELDREDGE.. '' TOP OF FOUNDATION IS 76 ' FEET IN V ABOVE LOW POINT OF ADJACENT. �FcisT��`�o� QQ �} p C . ROAD 8ARAI.ST/4BL G M 4 J J Na S�Rv SCALE / � 30 ' DATE: 41'S/76 ELOREDCiE ENGINEERING CO � CLIENTCq°wof 1 CERTIFY THAT THE SHOWN �9T.�oi✓ ; ' � --� ON THIS PLAN. IS LOCATED s RE ISTER CI VILRED REGLAND ED I JOB NO. F829 ON THE GRPUND AS INDICATED AND } ENGINEERS ,I SURVEYORS DR. BY:. /0.0 ` CONFORMS TO THE ZONING LAWS OF 1319,eAl_57,,qAoL 33 NORTH MAIN ST CH. BY: 10- 3 F SOUTH YARMOUTH , MASS. - — it SHEET / OF _L_ DA E REG. LAND SURVEYOR 173- 04 , I t .40,t , m 13N ' !78. 44 of M4ss9 y CERTIFIED PLOT PLAN ROBERT NEW CONSTRUCTION ONLY: l� BRUCE " TOP OF FOUNDATION IS 7. 6_FEET fl.DREDGEo N IN ABOVE LOW POINT OF ADJACENT F `� ROAD N IST v ARA%S7r A8L E SCALE / - 30 DATE: 41'612.6 ELOREDGE ENGINEERING CO. INC CLIENTCfllW0E I CERTIFY THAT THE SHOWN ON THIS PLAN IS LOCATED CIVIL LAND JOB NO. F-F29 ON THE GROUND AS INDICATED AND ENGINEERS SURVEYORS CONFORMS TO THE ZONING LAWS r --------- DR. BY . _ OF 1317RAis7,gL -, ', 33 NORTH MAIN ST. CH. BY: B. F �S SOUTH YARMOUTH , MASS. SHEET/OF _� DA E REG. LAND SURVEYOR ,� Fate, t *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. VENT PIPE (0 Least 24 Inches tall) SECTION A -A ALL OUTLET PIPES FROM THE Existing Foundation �.-U.1.0-to lseptic from Schedule PVC w/Charcoal Odor Filter DISTRIBUTION BOX SMALL PROFILE VIEW OF ADDITION TO LEACHING SYSTEM SET LEVEL FOR AT LEAST�2 FT. tY caNc�1E1E COVER TOP OF FOUNDATION S c took coven must be D-BOX cover must be ELEV. 100.00 (Assumed) l i within 6 in. of finished grade ti r• within a in. of finished grade l 3- W OUTLET u •"• + 2 tA.wrillgr Grade over Septic Tank- 99.00 Grade over D-Bex- 100.00 de over SAS- 100.00 to 97.00 3 of 1/8 - 1/2" Washed Peaeton KNOCKOUTS � ;• /4• to 1 1/2 " washed C d Stone { ' - as• OUTLET t2• INLET S . 0.02 3 HOLE H-10 4•PVC(CAPPED)INSPECTIONJ;--0TF OR TO BE IL 6' s' v INSTALLED AND TO 8E VITH9i GRADE , 5-0.01 or IST. BOX 3' Maximum Cover Top OF System- Ow. -9a.76 M, ;... •e a• 33 L E � ta' EXIST. Greater "TIT, ntvs n N 1,000 GAL. 4Y• S. 0.01r Per foot A Or EffeotM Depth tea• 1.75• FROM EXIST. FM"M IaI a SEPTIC TANK S PLAN SECTION CROSS-SECTION -� II H-10 °i C4 T 5 Units ! 6.23' 30' CONCRETE FULL FOUNDA u II bi a 0.83 (10 inches) o 3' 3' • 6 In.of 3/4•-1 1/2• N S 31.25' 3 HOLE H-10 DISTRIBUTION BOX „y SYSTEM PROFILE o o, t NOT TO SCALE compacted stone ; v -8 a 37.25 Not to Scale B 3 g� • 3.5' II Effective Length * w 1 75 1 ,', SOIL ABSORPTION SYSTEM CSAS) 6in.of 3/4•-1 1/2• 10 GENERAL NOTES r compacted stone O Effeettve Width m INFILTATROR HIGH CAPACITY (H-20 LOADING)/ GEORGE O'BRIEN 1. Contractor is responsible for Digsafe notification, Verification of Utilities NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 8 BELOW GRADE -' (OR EQUIVALENT) Not to Scale and protection of all underground utilities and pipes. Bottom of Tat Hole 2 Elev.-86.00 NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18' /EFFECTIVE HEIGHT IS 10" 2. The septic"tank o distri Lotion box shall be set Groundwater Observed - NONE OBSERVED level on 6 of 3/ -1 1p2 stone. 3. Backfill should be clean Sand or gravel with no stones over 3" in size. PERCOLATION TEST 4. This system is subject to inspection during installation 6 LOT #40 by Carmen E. Shay - Environmental Services,'Inc. LOT #38 O ♦ 5. The contractor shall install this system in accordance Date of Percolation Test: MARCH 7, 2006 �- ,�� ���� `♦ with Title V of the Massachusetts state code, the approved plan Test Performed By: CARMEN E. SHAY, R.S., C.S.E. LOT #36 ` and Local Regulations. Results Witnessed By. WAIVER (per Barnstable B.O.H.) ` 6. If, during installation the contractor encounters any Percolation Rote: Less Than 2 MPI ® 24" rconditions site Excavation Contractor - Roberts Septic Service I�♦ 115.76 `♦♦ ��` fromthoseshown on the soil log that r different or n ourdeesn design installation must halt & immediate notification be Test Hole Test Hole \`�`. ♦\�♦ made to Carmen E. Shay - Environmental Services, Inc. No. 1 No. 2 �`� ♦♦ �`♦ 7. No vehicle or heavy machinery shall drive over the DEPTH SOILS ELEV. . �♦ �� septic system unless noted as H-20 septic components. DEPTH SOILS ELEV. � 0 99.00 0 97.00 `♦ ♦ ♦ 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. � ♦ � Sandy Loam Sandy Loom 104___ - � �♦ �� 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. `♦ �� �� 10. All solid piping, tees & fittings shall be 4 diameter 10 YR 3/2 10 YR 3/2 0"-8" As 9&SO 0•_g• A 98.50 \`�` �` \I �� Schedule 40 NSF PVC pipes with water tight joints. �`�\ �`♦\ 11. Municipal Water is Connected to ALL OF The Residence and Abutting Loamy Sandy ��� `♦ I Properties Within 150 Feet. 10 YR 5/6 10 YR 5/6 --- / 10.Z''- - - -, ��`� ��� i I � THE PROPERTY LINES ARE APPROXIMATE AND 6*- 24" B 97.00 8•- 24" 8 95.00 ��� `.�,-�� i .. COMPILED FROM THE SURVEY PLAN GENERATED BY Medium no Medium to no ��� `� I ELDRIDGE ENGINEERING, RLS of YARMOUTH, MA Sand Sand PROJECT BENCH MARK TOP OF FOUNDATION `\ `` I ENTITLED"CERTIFIED PLOT PLAN OF LOT 39 CARRIAGE LN., BARNSTABLE MA 25 Y 7/4 2.6 Y 7/4 `\` `---`--- � p DATED APRIL 15, 1976 24"- 48 Ct 24"- 48 C, ELEV. = 100.00 (Assumed) `�� '-- ; 114% AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN Medium Medium Son �� Failed r 1 IT Sand W/sat � - � � ► THE SHOULD BE USED FOR NO PURPOSE OTHER THAN SYSTEM INS 2a Y e/a ze Y e/6 � Leach Pit � � � � r � - L EXISTING LEACH PIT TO BE PUMPED OUT AND FILLED IN PLACE •- Cs 88.00 •_ C, 88.00 I O -----___� j NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE I r 1 FROM THE EXISTING LEACH PIT TO BE DISPOSED TEST HOLE #1���,_ - I J LOT #41 OF AS PER BOARD OF HEALTH SPECIFICATIONS. �1-- -- _ ELEV.- 99.00 r I I D-Box i I Cb THERE ARE NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY Perc Ott L J EXIST. 1,000 GAL f0. r Depth to Perc: 40" to 58" SEPTIC TANK Perc Rate- 2 MPI LOT #37 O I ASSESSORS MAP 298 PARCEL 050 Groundwater Not Observed ILEGEND No Observed ESHWT ADJUSTED H2O Elev. - None " PATIO DECK 0' '�f • ; Jr 104X1 DENOTES PROPOSED 2-te•DIAM ACCESS MANHOLES . 37'. 5 � � SPOT GRADE #33 � e � X 104.46 DENOTES EXISTING + ,. :t.:�' rts"•:�.:�::, r, EXIST. SPOT GRADE Ar GARAGE EXISTING o , •y 3 BEDROOIC i.� �\ PL PROPERTY LINE ul r T I HOUSE INLET �) - ,• OUT~ , 0 96P PROPOSED CONTOUR r, THE ACCESS COVERS FOR THE SEP11C TANK, 4" PVC -96 -- - ---97 EXISTING CONTOUR �!} DISTRIBUTION BOX AND LEACHING COMPONENT --.YEW- 7-7 ; ..�.r7v+�7�-n; .�•,r•+,,•rs r► 'G.- GRADEDEE THAN PER RNSEO T�0 BELOW OU4laED I �► "�� FINISHED ALL B. TEST HOLE #2 DEEP TEST HOLE & STEEL REINFORCED PRECAST CONCRETE •--� PLAN VIEW INSTALL TUF-TITE GAS SAFFES OR EQUALS �/ I ELEV.- 97.00 PERCOLATION TEST LOCATION 3-24• REMOVABLE COVERS-\ q EXIST. I �� �-• 6 FOOT STOCKADE FENCE I DRIVEWAY �� LOT #39 . . .. ., . �. 4• I I• 3 min. clearance ' '• :y ' •1S' sail ''!/ 81,ex5 $gtear@ �'@@t t� INLET min. 2• min. inlet to outlet er min. / 4 OUTLET - '��� `i9 i ,a•min L ,r _ _ __ - P LOT P LAN a' "r is ' a' -'• - -'"� I 125.00' -LU- OF PROPOSED SEPTIC SYSTEM UPGRADE �•� 4'-0' min Liquid depth tflip I PREPARED FOR LIN -G• 4! MS. SOPHIE T. COGAN CROSS SECTION END-SECTION i CARRIA GE' LANE' 33 CARRIAGE LANE TYPICAL 1000 GALLON SEPTIC TANK 40 FOOT RIGHT OF WAY NOT TO SCALE BARNSTABLE, MA Kitchen Bath Bath Bedroom R� Design Calculations /Dining � ;cF,ti,� � � ;. - PREPARED BY: Number of Bedrooms: 3 Equivalent to 330 Gal./Day (330 Gal./Day Min. per Title V) EXIST. Garbage Grinder: No ARNEW E. SHAY Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) GARAGE � f/in "� ENVIRONMENTAL SERVICES, INC. Septic Tank : - 2 x 330 Gal./Day - 660 USE EXIST. 1,000 GAL Septic Tank. oo Bedroom v i lr SOIL ABSORPTION AREA: Using percolation rate of t2 min. ch Living Room ®, 1 1 a Bottom Area: 0.74 gal/sq. ft. x 372.5 sq. ft. - 275.65 gallons a$ F p� P.O. 60X 627 Sidewall Area: 0.74 gal./sq. ft. x 78.72 sq. ft. - 58.25 gallons 0 20 40 50 �isT� EAST FALMOUTH, MA 02536 Providing: - 333.90 gallons SANIT06 . TEL FAX : 508-539-7966 Use. (5) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH, 3 BE HOUSE FLOOR SCHEMATIC SCALE: 1"=20' DRAWN BY: CES DATE: APRIL 17, 2006 TO BE USED WITH 3.5' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE SCALE: 1"=20' PROJECT#SD900 FILENAME: SD90OPP.DWG SHEET 1 OF 1 ON THE ENDS. NO STONE UNDER.