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HomeMy WebLinkAbout0045 GEMINI DRIVE - Health 45 Gemini Drive West Barnstable A= 131 036 1 i 0 TOWN OF BARNSTABLE LOCATION 'S'� 6,42�1,9/, ,0,-(Vle SEWAGE # 200-4 -501 Vlf'sAGE ASSESSOR'S MAP & LOT/.3/-.3G INSTALLER'S NAME&PHONE NO. SD8-5'20-17739 s SEPTIC TANK CAPACITY `d OV LEACHING FACILITY: (type) _at_ i�X L/DEITY,WIar1(size) f,'e/ X .3 NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE:`(- 3 0 D G COMPLIANCE DATE: T,7- ©G Separation Distance Between the: Maximum Adjusted Groundwater Table and 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�fac'lity) Feet Furnished by (����ai� Qrri/�� ,�. � . .. ,� � � a r �-? � � /.3.Qc _ S<rEi�n/ _Po�cH� \,y,5•' �5 '�i, . y9G, ,I. { 11` V k . � , ,� y o s 'b v'1 � ,, ` TOWN OF BARNSTABLE "C; I LOCATION, .SEWAGE # y VILLAGE ASSESSOR'S MAP & LOT s INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY i CO Ovu- t�- LEACHING FACILITY:(type) 1' (size) NO. OF BEDROOMS PRIVATE ELL\ R PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No ����� T� �� ;-�-�' � �. ��'4? �+ E ��.�' � C ��, . 3 ._ �_ .. No.c—PIC060 Fee l/ THE COMMONWEALTH OF MASSACHUSETTS' Entered in computer: Yes ' PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS ZIPPYication for Dioogar *pgtem Congtruction Permit Application for a Permit to Construct(4.,�Repair( c4pgrade( )Abandon( ) ❑Complete System El Individual Components Location Address or Lot No. e/g" i5tYJ 1x dt 0/Y VI= Owner's Name,Address and Tel.No. ' fCu�rl' Assessor's Map/Parcel Installer's Na//me,Address and Tel.No.so$"e/20— 97,�g Designer's Name,Address and Tel.No. �111AY L!/O/h/< Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) N_4Td��� �oe!/OF ���/i r 15/ �Tsds9W,r �h�. 5/�Er Ti zW r Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Sig Date Application Approved by Date 30 l (D Application Disapproved for the following reasons Permit No. 909) f0 "' d t Date Issued All. - No,ano is i 5 +,t li E Fee /0 v f ,5 T11F COMMONWEALTH OF MASSACHIi'$`ETTS'r: Entered in computer: 1K Yes r= PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIppYication for Migpogal *V! tem Congtruction Permit .Application for a Permit to Construct(�, epair(&*Upgrade( )Abandon( ) O Complete System El Individual Components Location Address or Lot No. q s' �goj1H/° Q/y_Vl Owner's Name,Address and Tel.No. rrvSr�a d/� 6#,-,4/y j Kum=F Assessors Map/Parcel- Installer's Name,Address,and Tel.No.j7ab-y24- 97-18 Designer's Name,Address and Tel.No. cos{pG, U-c C 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 gallons per day. Calculated daily flow gallons. 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) a S'a�.jC�fACIO IGI�./;�j�1Tb/ a-.VAV�s TLi G ' S% Ff^,�tTi b�9 /�.�-"_W/� i H l Ala 14v01= 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 Certifi- cate of Compliance has been issued by this.Board of Health. Sig cad Date Application Approved bk e k Date � �3O/ (o Application Disapproved for the following reasons i t. Permit No. _`)e-jO (b -` 30 Date Issued ;---------- -- -----------------------.Y r`�+ THE COMMONWEALTH OF MASSACHUSETTS r BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( 4-Repaired( ..Upgraded( ) ' Abandoned( )by . �4�z I 'dyv,�5 at if� 46,gAw!ti aaiii- Gy. iarst has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. o'"1G0(v 3 y \ dated b 1ev/10 Installer Jo1roT_10.r- 9�i-61 S Designer The issuance of this perm, 1 not a construed as a guarantee tha the • Wit unc n as designed. Date Inspecto< No. ——————-------------------.Fee /0 C) x... - i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS ligpogar *V!5tem Congtruction Permit Permission is hereby granted to Construct( 4..)-Repair( e4<pgrade( )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 5 and the following local provisions or special conditions. Provided: Construction must be completed within.,three years of the date f this pe Date:_ / ' 3 Approved bl Town of Barnstable Regulatory Services Thomas F.Geiier, Director Public Health IDivbion Thomas McKean, Director 200 Main Street,Hyman*MA 02601 Uf'fj�e: 908-8624644 Fax: 508-790-63(9 L Zne E.grgfiStion Form Dote: T7 ` Q(° Sewage Permit# _ Assessor's Map\Parcel__ Designer: � � Installer- `S � ��C ram.s� Address: �,�S P� 1. Address: �l �✓"i s _;7 & -m4 Mom .; U 0i—, oz� on ( ,30 ^a G � 'S s"_ ,eve-- as issued a pernut to install a septic system at V- -+ tA1`}n �!, f 41 based on a design drawn by {addressfie e,/-ML.&+zee )Fc dated (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. i certify that the septic system referen.ced 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 dt Local Regulations. Plan revision or ce:tifaed as-built by designer to follow. u ��P�SN�FMgssc PETER T. Gcn (1 staller's Signature) o McENTEE V ciVii_ N , No.361A8 Q, S'p� 9FG/8TEA�� ITS f aesigraer,s Signature) jx'DWWi Stamp Here) y 9!Realci9lseptic/Desiper Certification Form 1•26-04.doc ` '' uidvrs Notice: This Form Is To Be Used For the Repair Of Failed Septic; Systems Only PERCOLATION TEST-,k" SOIL IEVAMATION FJMMp 7ONT pOILM MC FE,hmbY cemfy 0t the=Vmered plan&Wted by w darted_ �� 11 0! ,Concerning the property located at Meets of the following oritreria: '•This fadted cystain is connected to a residaatial dwelling only. I%m are no buaiwaa uses associated wfth the dwelling. o 'lire soil is classified as CI ASS i and the paavolation rate it less than or equal to 3 init3tttw par incL T'lte appliovtt may use historical data to conclude this fact or try conduct deep teat holes and ptreolatian tests at the site wahout a health agent promt. • Terre is no increase in flow and/or change >+n use proposed a TTeve we no vOriances,requesWd or needed. • no botft m of the proposed lawhing facility will be located no less d=five fen aboa the mnainwnt adjusted Smundwatax table elevation, [Adjust dw gmundwata table usft the Frimptor method when applicable] Phan cowpkte the follow: A) Top of Ground Surface Elevation{using 013 infam ation). S) 0 W'. Elevation `�O adjusumnt for high G.W.l•' - 3' F Dlll<FERENCE ES'TWEEN A and B � .2 StGNIM : DATE: MOTiCX Based mart the above emwtion,a repair Mrnit wrill be issued for � bedroom No a tional bedrooms are authorized ire the future without on eystwa No.... Fss. . THE COMMONWEALTH OF MASSACHUSETTS 0)u BOARD OF EAL H Appliratinn -for Big utittl Workii Tonstrurftnn Vrrmft Application is hereb made for a Permit Construct ( Vor;Re air ( an Individual Sewage Disposal ystem at* P a A. f ------------------•--------------------------- Locat n ress or Lot No. O e A ress W I taller Address Q Type of Building Size Lot----------------------------Sq. feet V Dwelling No. o edrooms-------------------------------------- -Expansion Attic ( ) Garbage Grinder ( )per, Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) Pa Other fixtures ------------------------------------ ----------------------------------------------------------------------------------------------------- W Design Flow--------------------------------------------gallons per person per day. Total daily flow--------------------------------------------gallons. WSeptic Tank—Liquid capacity-----.......gallons Length................ Width---------------- Diameter-_-__---_-__ il__ Dept _.__._-__....... x Disposal Trench—No. ____________________ Width-------------------- Total Length-------------------- Total leaching area--------------------sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area_._.-__-__________sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by-------------------------------------------------------------------------- Date---------------------------------------. Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water........._________-___-_ (14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water__-__-______-__-__-_____ Ix -----------------------------------------------------------------------------------•------ ------------------------ •----------------------------------- " 0 Description of Soil----------------------------------------------------------------------------------------------------------------------------------------------- ----------------- x U ------------------------------ ----------•-•-----------------------•--•--•-----------•---•------------------------•--------•--- ------------------------------------------------------ x ---------- ------------------------------------------------------------------- ------------------------ ........... ------------------- --� - V Nature of Repairs or Alterations—Answer when applicable._-_ c_�_ 1. ........ ------ -------•------------------------------------------------------------------------------••----------------•--•--------•--•-•---- )1 ------------------------------------------------- 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 en issued by the boardhealth. Signed. - j�� __ Date Application Approved By.. _��7 ------------ - � y. Date Application Disapproved for the following reasons------------- ------....-----------------------------_...------...•---•-•----•-----•- -----------------------------------------------------------------------------------------------------•--•-----..__.__..---------------------- - --------- --------------- ------------------------- Date PermitNo.-------••----•---•-----•--------••--------•-----•---'--. Issued. - / ._ die , es THE COMMONWEALTH OF MASSACHUSETTS BOARD OF EAL H OF.............. .:. . . ..� . .. ` Appliratiuu -for Mfipoiitti Works Tomitrurtiou Prrutil Application is hereb made for a Permit onstruct ( ) or Re air ( an Individual Sewage Disposal System at; oe Locat' n�- -.ress "` �.. � or Lot No. n A ress W q I taller Address U Type of Building Size Lot............................Sq. feet Dwelling o. o Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) per, Other—Type of Building _______________________ __ No. of persons_-_--- :_._._----____.____ Showers.{ ) — Cafeteria ( ) w Other fixtures ------ ----------•-•----•-•••--- ••. W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 1:4 Septic Tank—Liquid capacity............gallons .Length................ Width----------- ...... Diameter---------------- Depth..-._--_-.-._... xDisposal Trench—No________________ _ Width___--_----__. --_-__ Total Length--------------------- Total leaching area--------------.-----sq. ft. Seepage Pit No..................... Diameter-------------------- Depth,below inlet-----------_........ Total leaching area.._--__-.--___•-sq. fi. z Other Distribution box ( ) Dosing tank ( ) tl aPercolation Test Results Performed by----------------------- ............____.....___._.._ .. Date........................................ Test Pit No. 1-----------------minutes per inch Depth of "Kest Pit.................... Depth to ground water...__-._--_.-._.-._----- G14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------ 9 ------------------------------- -•••-----------•-------•-•-----•••---••-••---•--•-•----------•-•--•......................................................... DDescription of Soil----------------------u--------------------------------------------------------------------------------------------------------------------------------------------- • x ----------•---------------------------- ------------------------------------ -•-•----------------- *. ..... _ U Nature of Repairs or Alterations—Answer when applicable___""' ..................................M-_�:__ -------------- -- - ---• -----------------•••-•------------------------•--------......------••-•---•-----••-•-•-•--••••-•-•---•---•-----------.....---- -------------------- ...................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the prgvisions 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 en issued by the board of health. Signed - ----- ..-- ----------- ----------- -•--------------- g `.Date Application Approved By.... ,-- ---• -- •---•----•-- -- . '.....-•--•-................. -d... Date Application Disapproved for the following reasons:........... ----••--------- ------•--••-------•------•-------•••-------•-•••••---••----•......---•-•---•------- •••-•---••-•------------•-••----••----•----•-•-----------------•----•--•---•-•-•------•------••-•••-----•'••-----•--•---•------------------------------------- - ------------------------- Date PermitNo......................................................... Issued--. ...... .... •�ate/ ... THE COMMONWEALTH OF MASSACHUSETTS BOARD HEALTH f........OF........... :. .... '�! -............................ Trrti$iratr of TomVIittttrle T S IS TO CERT FY at the Ind• iA I.,Sewage Disposal System constructed ( ) or Repaired by------- •---- .•. - - _ Installer at..'". ------------------------ has been installed in accordance with the pr ons of :Article. I of T e State Sanitary de s descr• ed in the application for Disposal Works Construction Permit No._______.._ J�� dated.-. __. -___/_ . .__�A. "/ 2----------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONS ED AS A GU RAN.TEE THATgHE SYSTEM WILL AU TION S TISFACTORY. DATEh E-r--• '' : i � Inspector.--- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . . ....1 .......OF............. ................................ ry No.. , FEE..... r.----•----- 1 Permission is hereby grant . �._._..... .............................................................. to Constr t ( ) orkair an Indiv' 1 Se Djal S�yste '^ __. 1 t Street r as shown on the application for Disposal Works Construction P No..... __ ..�... ed..{ f.Q. .y..____. �x. ________ ______________ ________ _____ __ __ ___ ... ._ .----•-----...... Board of Health DATE... --- ... . .......10:K. ----------------------------- FORM 1255 HOBBS & WARREN. INC... PUBLISHERS A /r V f� .. ' • � 1. i �. ... _l� % i tt .. �� _ �. \ _ �� .. y� 4 - � _ LEGEND m� 78 PROPOSED CONTOUR LOCUS Benchmark Set + 79 PROPOSED GRADE 1, Left cor. conc. podk 7 ] _ EI.=107.60 (assumed) S 57e49,50„ E -- --- 90-- - \` ,�y,__, EXISTING CONTOUR �o cepQr��F o� - .2-6-___--_94---__ __1\ \ �� s� x 106.7$ EXISTING GRADE -_-- _-.---94-..__.- E3i- __ _ ___ _ - -_ c38-_ _9s9s---��- --__---� � ---- � ® TEST PIT -98 Paved -95" $ �- - iCJO_" -`��� .� =3�� \\ or+ a �� ��\ \\ �a. Church St �\ \ \ \ -m1 -,� $ BENCHMARK R 4 1 v�L' \ \ \ \ 0- LOCUS MAP N.T.S. STR/POUT a6 \ \� \ \ \ \ \ v� SEE NOTE_j `t u6 ' /`~� r� ;\ \ \ \ �\ `� GENERAL NOTES: ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. \ \� \ 3?� 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS .� {� T OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE EXIS77NG �\ �� \ 1 \\ \ \- O � LOCAL RULES AND REGULATIONS. BEDROOM �� \ \ \ rn - �' 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR \ \ \ TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE W g G�" HOUSE(#45) �� \` \, \\ \ �� DESIGN ENGINEER. TOF=110.42' O f='ca1 1 .o (Assumed) \` 4- ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING d' OO n / �� Al o\ fG FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. LOT 3 v`s � d1. 110 -" Ile- 'vim Np\ �� \ � � ��_ 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 39,950f S.F. J ti\U� 'f �` - - ---�` �` c°. ' ;� • • 4 �vb \ �� \� �� \\ 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER'TO NOTIFY THE LOCAL BOARD OF Z 0.92.t AC. '/ t °' 150.0, gyp. • • . • • c `°j \ �� �\ HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. Map I �'' ••��• • +�v1�3� �� 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. • •• is\`54' ��� �� \�� 8. THERE ARE NO ABUTTING WELLS LOCATED WITHIN 1 50' OF THE S.A.S. Parcel 36 \ 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED -�*-� �, TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. �� 10, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 2 76.59 - - / / \ �\ THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING J N 55'40 50 W CONSTRUCTION. SOIL LOG � -f �\ ryt��`71. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL. UNSUITABLE SOILS EXISTING S.A.S. EXISTING SEPTIC TANK � v'. IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. TO BE PUMPED & TOP OF TANK EL: 708.65 a�I� AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). FILLED WITH SAND INV.(OUT) EL: 707.30t DATE: MARCH 28, 2006 12. CONTRACTOR SHALL EVALUATE STUCTURAL INTEGRITY OF EXISTING SOIL EVALUATOR: PETER T. MCENTEE P.E. SEPTIC TANK PRIOR TO CONSTRUCTION. WITNESS: ' NO WITNESS-CLASS 1 SOILS 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY Elev. TP- 1 Elegy. TP-2 Ozpth AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 'Depth 98.9 A SANDY LOAM 0 97.9 A SANDY LOAM 0 11 98.3 8" 98.3 10YR 3/3 10YR 3/3 6" \� OF lYJgss B SANDY LOAM o B SANDY LOAM PL.�N REVISIONS �\ q� 10YR 5/8 i' 10YR 5/8 y\a yG 95.9 36" 95.9 36" 6/23/06 - REVISE S.A.S. TO A 3 BEDROOM DESIGN o P C1 MED. SAND .k C1 SILT LOAM/ ETER T. J' McENTEE 10YR s/s SANDY LOAM 93.9 60" mix PROPOSED SEPTIC SYSTEM UPGRADE _ v CIVIL _ T C2 SILT LOAM .. _ 2.5Y 5/3 2.5Y 5/3 " (UNSUITABLE) NO. 35109 (UNSUITABLE) 86.4 .C2. .38" 45 GEMINI DRIVE, WEST BARNSTABLE, MA o �f�/S�EQ\� �� 91 4 C3 MED SAND 90 MED. SAND Prepared for: Carolyn Kunze, 45 Gemini Dr, West Barnstable , MA SS/ E� (( 2.5Y 6, 4 2.5Y 6/4 Engineering by: Surveying by: SCALE DRAWN JOB. NO. r: 87 4. ' 138"_ 81.4 198" a; Eng�neeNiltAlYon�• Terry A. Warner PLS 1"=30' P.T.M. 111-06 NO GROUNDwATEP. OBSERVED 12 West Crossfield Road 22 Long Road PERC RATE <2`MIN/IN. (SAND) ` Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (508) 477-5313 (508) 432-8309 5/1 1/06 P.T.M. 1 of 2 i yta NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.97.0 ' ELEV. TOP FOR A DISTANCE OF 15' AROUND THE FOUNDATION FINISH GRADE: 99.5t PERIMETER OF THE S.A.S. (Existing) EXISTING F.G. EL.109.6t F.G. EL,99.8t I MAINTAIN 2% MIN SLOPE OVER LEACHING AREA 36" MAXIMUM COVER a INSPECTION RISER PIPE d' L = 69' f 6' 4" SCH 40 PVC o 4' SCH 40 PVC .11 1101114„ ® S= 1% (MIN.) 6 ® S= 1% (MIN.) 8„ 77A""Ufij"L 48" LIQUIDINV.EL=107.30t INV a LEVEL BAFFLE PROD POSED INV.ELEV.=96.67 3 ROWS OF 8.UNITS AT 4'/UNIT + 2'(END CAPS)= 34.00' INV. EL=97.17 W/ INLET INV. EL=97.00 EXISTING 1000 GALLON SEPTIC TANK TEE SOIL ABSORPTION SYSTEM (PROFILE) w.T.s. NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING ESTABLISH VEGETATIVE COVER PIPE INVERTS PRIOR TO CONSTRUCTION. 2) D-BOX SHALL BE SET LEVEL AND TRUE TO II BACKFILL WITH CLEAN SAND GRADE ON A MECHANICALLY COMPACTED SIX (NATIVE OR PERC SAND) INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15-221(2). 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BREAKOUT ELEV.=97.0 T INSTALLED U T INV.ELEV.=96.67 4 GAS BAFFLE 0 BE N LLED ON OUTLET TEE L AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. BOT TOM ELEV.=96.00 IIIwi ' EXISTING SUITABLE 2.8' 0.5 3-5"DIA. INLETS 5-5"DIA. OUTLETS SEPTIC SYSTEM PROFILE 5' MIN. ABOVE BOTTOM OF 0.5 MATERIAL 5-OUTLETS T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=9.4' 3" USE 3 ROWS OF 8-QUICK4 STANDARD INFILTRATOR CHAMBERS N.T.S. NO G.W. AT EL: 81.4 (TP-2) WITH 6" SEPARATION BETWEEN EACH ROW & NO STONE 5-INLETS U 0 �_? 18 1/2" SOIL ABSORPTION SYSTEM (SECTION) " 2" 30' j FILL KNOCK-OUTS Top view Section DESIGN CRITERIA P��� of �I4sS WITH MORTAR NUMBER OF BEDROOMS: 3 BEDROOMS ��` D'BOX c? PETER T. n SOIL TEXTURAL CLASS: CLASS I MCENTEE F DESIGN PERCOLATION RATE: <5 MIN/IN o CIVIL ' 4• 34.0' DAILY FLOW: 330 G.P.D. No. 35109 16" - r-i--T--r--r--r-r--T DESIGN FLOW: 330 G.P.D. Y£6/STE��� Ir.:J_ J_J__ L__L_1-_J al'f==+-i�i --T g--P--i==4 GARBAGE GRINDER: YES - TO BE REMOVED o _J__J__1__L_-L__L_L__ EXISTING SEPTIC TANK: 1000 GAL. CAPACITY I n�'o t SIDE vlEw g1S` LEACHING AREA REQUIRED: (330) = 445.9 S.F. 0 ^ .74 USE 3 ROWS OF B-QUICK4 STANDARD CHAMBER UNITS WITH NO INSPECTION PO M - T`• - ti 52" ,u�1rr�4e i; STONE FOR AN A S HAVING THE DIMENSIONS: 9 4 X ALL TOP v_Iew µ / , ,f, r; 34" f, L- ' BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.72 SF/LF OF INFILTRATOR) 8" INVERT / /r j .','; /' 8 UNITS + 2 END CAPS PER ROW = 34.0 FT 48 - END CAP EFFECTIVE LENGTH) PAN: Q4STDE / ',r, ;t/,• 3 ROWS x 34,0' x 4.72 SF LF = 481.4 SF - ,/;, j i . ® ® END VIEW I j';EXISTING'; DESIGN FLOW PROVIDED: 0.74(481.4 S.F.) = 356.2 G.P.D. 9 IN MULTIPORT END CAP x r / Ln 3 BEDROOM . PLAN REVISIONS SJ� NOMINAL CHAMBER SPECIFICATIONS 4 HOUSEI!#45) 6/23/06 - REVISE S.A.S. TO A 3 BEDROOM DESIGN } ` �TOF=110 42 VIEW SIZE (W x L x H)........................34" x 48'x 12" j JC / . (Assumed)',,',. .. EFFECTIVE LEACHING AREA - 4 = - l .�' //f/ ,�',',/ -PROPOSED SEPTIC SYSTEM UPGRADE N BED_............................................PER CODE TRENCH ...... . . . PER CODE ,� GEMiNI 45 DRIVE, WEST BARNSTABLE, MA 34" INVERT ELEVATION..... Prepared Carolyn Kun Gemini Dr Barns MA FRONT VIEW STORAGE CAPACITY PER UNIT .44A GAL a `' _ ' for: Ca ze, 4 emi West Barnstable t Surveying fl 1 - Engineering by: by: SCALE DRAWN J08. N0. QUICK 4 STANDARD INFILTRATOR CHAMBER 4 " INFILTRATOR CHAMBERS EnBbst Cross �orka Terr A. Warner PLS P.T.M. " y N.T.S. 111-06 _ `; F g k n a:y �;t f -c: �, 12 West Crossfield Road H Long Road DATE CHECKED SHEET NO. { S S LAYO UT K Forestdoie, MA 02644 Harwich, MA 02645 �a c {508) -477-5313- (508) 432-8309 5/1 1/06 P.T.M. 2 of 2 o- i