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HomeMy WebLinkAbout3915 MAIN ST./RTE 6A(BARN.) - Health ans �� � z i TOWN OF BARNSTABLE LOCATION 39 LS MAzA 5T SEWAGE# ZOZ 1 - Z85$ VILLAGE s arns�lv�Jlc.. ASSESSOR'S MAP&PARCEL 3SS- 0,51 INSTALLER'S NAME&PHONE NO. S3-�3 CXGaue A i O-(\ y77• 06S3 SEPTIC TANK CAPACITY /SOO l SOO LEACHING FACILITY. (type) LC L (size) NO.OF BEDROOMS a OWNER LAoaqSoa PERMIT DATE: 112-81 -ZL 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 AI- is 16 81- 20 ' J3,71,' o sAm. A3. 28'3 R E A R t-13 g AS' z$�� 3 IEI (35. 39 `� COMMONWEALTH OF MASSACHUSETTS Board.of Malth, S AM APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for°a Permit to Construct O Repair( UP grade( Abandon.( �Com lete System ❑Individual Com onents. w 3 CA 1 9 Nk " Location �n S4— Owner's Name .C�,ct✓'01 _ SCE Y, Ma /Parcel# y. . Address /pO. /3®aj 4- CLM v�W Lot# Telephone# `7 7 q 534--li-5 Installer's Name . . Designer's Name Address t Address i2V)•cyaS Telephone# Telephone# 5;-o Type of Building _ izesiytIj fy�� 1 & ja 1 7 gC.A q.I:ot Size � s ft. Dwelling No, of liedrooms e 410s. Garbage grinder ( ) Other-Type.of Building" fJA No.of persons Showers.( :),Cafeteria( ,) Other Fixtut:es . Design Flow (min.required) 33 C) gpd Calculated design flow '3 3 Q Design flow provided 3 S gpd Plan: Date r] 4. " j Z 1 Number of sheets - Revision Date "Title Description of Soil(s) ,/�. ..'16 LS 1 /3:° .6 f �/: 5s//- Ccao� C Z :: ��- X4 �St�C. /—Cy✓ M Soil.Evaluator Form No,Sep✓Yurkcs��tQ Name of.S ail Evaluator Pe,(-Lv Jute of Evaluat orY DESCRIPTION OPREPAIRS OR ALTERATIONS ` 4, 4n dI I SZo f�Z_6 60 L^� The undersigned agrees to install the above described Individual Sewage Disposal System.in accordance with the:provisions of TITLE 5 and. further agrees to not to place tha system in operation until a Certificate.of Compliance has been issued by the.Board:of Health.. Signed. Date 7 :Inspections -----� 4 v , No. 'f [A� ` J l ° ..-•. � FEE - Board of Health, � r0.��n�4¢�� 1�` MA. APPLICATION "FOIE DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct(: Repair( UpgradeCv)/bandotiO Complete system ❑Individual Components "Location S+- (17—}@ Owner's Name �q U✓el ei ,e©1i y l " Map/Parcel# l.�IP( Address !'�C)i go x 4 Cum�"l � c.� Lot#; Telephone# "7.7 Z,... y Installer's Name ,a / ( Designer'sNae % .�V�t . �7a.a� � m ,.ia..: 1rr,t_ Address 1 Address J Telephone# ✓ V Telephone# Type of Building ( Sl rtP i'1 � t C��%�4 �e f- Y�` r/ I.ot Size sq.ft.. Dwelling-No..of Bedrooms 3 4 6�e. aho-S' /,e Garbage grinder( ) Other.-Type.of Building fJ A No.of persons Showers( );Cafeteria ( ). Other Fixtures Design Flow (min.required) 3-5 U gpd Calculated design flow 127 tJ Design flow provided t✓ gpd Plan: Date "7 11 1 r 21 Number of sheets Revision Date Title Q ��t c:�Q,��j•-ctL.�eo•tip � f Vf .�tt�n� ,i ,�..t Descnpu LS on ofSoil(s) A .d / 13-. :5 C .CIO' Soil.Evaluator FormNo: 9gr✓,2 sJ>ti la Q Name of Soil Evaluator ?Cef-kP i�fC•6; Date ofEvaluation DESCRIPTION OF REPAIRS OR ALTERATIONS 14,S-1-u I ©�S"�O S 7 /4'OC (r,<,r,q 1.C; lra L.0— r��CCGiS'f GF\.o n� fi(iS S �yt^r f.}nC d (4 4 Tile undersigned agrees to install the above described Individual,Sewage Disposal System in accordance with the provisions of TITLE 5'and r further agrees to not to place the system,in operation until,a Certificate of Compliance has been issued by the Board of Health. Szgned, Date t-Ispections : �o,.••oc ,�_ .00�000^onco—10 01:0ac ^.o •1o;�crc: n ,.,n,,,,o .,00e:. No. A.C)ti1 (, ] ,(�,( M O OF MASSACHUSETTS FEE Board of Health, CERTIFICATE Of COMPLIANCE. Description of Work: 0 Individual Component(s) O�C.omplete System The undersigned hereby certify. that rtlie:Sewage:Disposal System:, Constructed O,Repaired ( ),,Upgraded ( ),Abandoned - by: at. �41 S'- /��I iA c.a sh !�Q 1/•tI has been installed in accordance with the provisions of 31.0 CMR.1.5.00 (Title 5) and the.approved.de.sig'n plans Le plans relating to i PP � • , pP g (gP.) +�r d a%t 5 3 application No. ��a` (�� , dated. �����1 A roi�ecl.Desi n Flow ��(� d � / b( �, Installer r" w } Designer: Inspect : 1 ' , Dater _ . . _ The issuance of.this.permit shall not be construed as a m w;guarantee that the system function,as designed. y"i./"-� - •_ M GOt f No. FEE COMMONWEALTH Of MASSACHUSETTS Board of Health, 13 a -,I C 1-*.L� NIA. DISPOSAL SYSTEM CONSTRUCTION PERMIT f Permission ishereby granted to; .Construct(p() Repair( ) Upgrade(A) Abandon( ) an.individual sewage disposal system/' at "w S /�,A .5 4-- KIZK 6A_) �.'+�'� 151 �r.'� as described in the.application for Disposal System Construction Permit No. ,'M, ,I 2,f dated Provided: Construction shall,be completed'.within three years of the date of this per,nit. All local conditions must be met. Form 1255 Rev-5/96 A.M.Sulkin Co.Chadesown,MA Date r f C-t (� Board of Health - Town of Barnstable �FSHE Tp`_ o Regulatory Services - Richard.V.Scali,Interim Director aaerrsrnst.s, 900 16 Public Health Division ATF0N1A�a Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer 8c Designer Certification Form Date: I(E7 ((1 Z� Sewage Permit# 2 62 I ' Z$5 Assessor's 1VIap\Parcel c- CE �' a-e c- 1`''j •tee � . Designer: jLE�a c ; ee�;A 5 A,'(rr s j� I rc Installer: jj E,CCe`Vci\�`�e>� u - 9 Address: )Z. KJ, CrttssA,/c/ IZ,4 Address: (l 1:;-,U iz&ie M/ Q z6y y Er-e-)+z-,(a le- MPr On , Ce.�\'�)7 l' was issued a permit to install a (date) (installer} septic system at 39 I ,IQ r S j— � based on a design drawn by (address) rr� i`r►��l i dj �-I �'Uarisr f k� dated 1 �1 (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. Strip.out (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. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in with the tenns of the I1A approval letters(if applicable) MAS �N PETER On � McEp1EE (Installer's Sign ) - Rp 35109 (Designer's Signature) (Affix Designe ere) 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 DNISION JhA TIIAI\rK YOU. W,septic'.Designer Certification Form Rev 3-14-13.doc Engineers note:This certification is limited to an as-built inspection of system components as installed prior to backfill.The engineer did not supervise construction of the system.The installer assumes responsibility for all materials.workmanship,backfilling to specified grades with proper compaction and setting risers/covers as shown on the design plan. LEGEND '£. } r 30 —— EXISTING CONTOUR --- _ —�- x 30.98 EXISTING SPOT GRADE a, eel 6A 4 30 PROPOSED CONTOUR t L 30 PROPOSED SPOT GRADE - - W EXISTING WATER SERVICE TIN —UGW— OVERHEAD WIRES TEST PIT N '. BENCHMARK ` MAIN STREET RTE. OA. LOCUS MAP EDGE OF PAVEMENT 31.87 32,30 32.60 S 88°33'34" E 107.29' �— — 0 30,51 x 30,51 31,62 +o o. x I--9'-� EXISTING cCESSP00Ll I I EX/STING HOUSE 1 (per owner) 29,75 �\ ,#3915// I I 0 TO BE PUMPED, FILLED WITH O.F.=30.5f x 1 m T 30.73 REMOVED ABANDONED OR \\ ♦ EX SEWER INV.=28.3t 30,31 j 10' < I 30,01 3 I cn m 2WF BENCHMARK 5 29, 6 . _�i , � Ixo30.16 MAGNETIC NAIL SET "` ` I D 1 ♦ EL.=29.38 T.O.F.=30.Of I S K EX. SEWER(APPROX. — -2 29.98 INV=28.0t TP-11 29 71 n ' } ♦ SPK 29.44 29, 5 1 + 26.72 �27, 28, x ' 3WF 3 "".:_ 29. 26.43 'z�: 29,81.:.;- 29,48 TIP ::1 -4 ;GRAVEL + O :t :I ..,...-DRIVEWAY: O.. Z 8.�7 4WF 2 `r: 29, lx00 �W 26.59 29.25 -� .:.:;.- 77 ' SWF 29,30 i �f c �p01 o-- 26,11 :29.38,. vL=s�..y...` ._�_ -j� o PROPOSED SEPTIC TANK & % 32 PUMP CHAMBER COMBINATION x ,29. 7 ._ ... (1500/500 GALLON) w cn 22 x 29.15 FUTURE � 1 CONNECTION � 2 ,4 6WF PROPOSED S.A.S. 29.00 6 ' 0 GARAGE + U! x,_29.25- 26,30 6 LC6 PRECAST CHAMSE S N N - a SURROUNDED W/4' STO E EXISTING � X 29.05 m r' GARAGE �` STRIPOUT BO NDARY F� TO "C2" HO ZON ♦29.27 SEE NOTE 11, HEET 2 1 7WF x 26.23 \ �'SPK,87 x 28,90 +' 25,51 x 29,17 FENCE G� D 28.62 28.90 cn � m x 8WF - \ ? ♦ x 28,52 _ A 27.65 OF 779WF 1 26,42 � _ -it- � 29,27 x 28.64 lOWF \\ x 28.96 26,05 OLD CRANBERRY BOG 28,28 PARCEL 355-051 \ 11WF \ 17,814±S.F. x 29.32 - 26,69 1 I 1� x 8,58 86.97' OWNER OF RECORD ( WSINS S 87'11'36" W HODGSON, LAURA J C MMAQU D 3915 MAIN STREET 2637 of Mq ! �SI" PARCEL ID: 335-051 WETLAND CONSULTANT o PETER T. PROPOSED SEPTIC SYSTEM UPGRADE PLAN SABATIA, INC. 21 Observatory Ln Pocasset, MA 02559 M CIVIL y 3915 MAIN STREET, BARNSTABLE, MA (508) 563-5349 No. 35109 Prepared for: Laura Hodgson, P.O. Box 4, cummaquid, MA 02637 FLOOD HAZARD DESIGNATION Engineering by: SCALE DRAWN JOB. NO. MAP N0: 25001 CO559J E Eng ineerin Works, Inc. 1"=20' P.T.M. 217-21 EFFECTIVE DATE: JULY 16, 2014 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET N0. ZONE X -7 k cl( 2,( (508) 477-5313 7/19/21 P.T.M. 1 Of 3 NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=28.5 FOR A DISTANCE OF 15' FROM THE EDGE OF THE PROPOSED S.A.S. PROPOSED S.A.S. PROPOSED SEPTIC TANK/PUMP CHAMBER PROPOSED D-BOX INSTALL RISER & COVER OVER ONE CHAMBER (MIN.) PROVIDE RISERS WITH COVERS SET TO FINISH GRADE INSTALL WATERTIGHT RISER & AND SET TO WITHIN 3" OF FINISH GRADE TO SERVE OVER EACH ACCESS MANHOLE. COVER SET TO 6" OF GRADE AS AN INSPECTION MANHOLE. MANHOLE COVER BROUGHT TO GRADE SHALL BE F.G. EL.=29.8f SECURED TO PREVENT UNAUTHORIZED ACCESS. F.G. EL.=29.9t T.O.F.=30.0t F.G.' EL.=29.5t PROVIDE ENOUGH WIRE F.G. EL=29.8t SLACK TO REMOVE PUMP 2" LAYER OF 1/8" L = 16'((Mv. �W 1 E DOUBLE �c @ s=1� (MI ) WASHED STONE �L S 4 '(MAX.) 2 SiR�ST gs CKS 4"SCH40 PVC - - (OR APPROVED FILTER FABRIC) ( ) TOP EL=28.34 PRov1oA �y gENo 4"SCH40 PVC ®� 6• 10TEE 74 10 INV.=20.27 INV.=20.20 IF INVERT 4 SCHR40 TO PROPOSED D-BOX 4' 3' 4' 3/4"-1 1/2" =27 25 E Fl�6E►frj 3 OUTLETS (MIN.) EFFECTIVE WIDTH = 11' DOUBLE WASHED ' (ZABEL OR EQUAL), INV.=28.00 ONE INV'=27'17t �° USE 6 LC-6 LEACHING CHAMBERS IN SERIES BOTT. EL=22.67 WITH 4' OF DOUBLE WASHED STONE-ALL AROUND - INV.=27.00 EFFLUENT FILTER SHALL BE INSTALLED ON OUTLET ' H-20 RATED TEE AS MANUFACTURED BY ZABEL OR EQUAL. FILTER CONC. ELEV.= 28.83 INV.=28.3 SHALL BE INSPECTED AND CLEANED ANNUALLY. ___ -BREAKOUT INV. ELEV.= 28.00 ®®®�E ®® ELEV.=28.50 (See Pump Detail, Sheet 3 of 3) I ®®®® 3 E i 150OZ500 GALLON SEPTIC TANK/PUMP CHAMBER BOTTOM ELEV.= 27.00 H-10 TANK 4' 6 x 6' = 36' 4' NOTES: 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 44' PERVIOUS MATERIAL 1) SEPTIC TANK/PUMP CHAMBER & D-BOX SHALL BE SET 4' (MIN.) ABOVE G.W. LEVEY & TRUE TO GRADE ON A MECHANICALLY COMPACTED EST. HIGH GW, EL=21.8 LEACHING SYSTEM SECTION 6" CRUSHED STONE BASE, PER 310 CMR 15.221(2). 2) INSTALL INLET & OUTLET TEES AS REQUIRED. 3) MAX. COVER OVER TANK, D-BOX & S.A.S. SHALL BE 36". 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS SEPTIC SYSTEM PROFILE PRIOR TO CONSTRUCTION. SOIL LOG GENERAL NOTES: DATE: JULY 9, 2021 (REF#TPT-21-182) 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL EVALUATOR: PETER McENTEE SE#1542 I BOARD OF HEALTH AND THE DESIGN ENGINEER. WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ELEV- TP-1 DEPTH ELEV. TP-2 DEPTH QF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 29.3 A 0" 29 3 A 0" LOCAL RULES AND REGULATIONS. LOAMY SAND LOAMY SAND 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 10YR 4/2 10YR 4/2 TO INSPECTION AND APPROVAL BY THE THE BOARD OF HEALTH AND THE 28.8 6" 28.8- 6" DESIGN-ENGINEER. SANDY LOAM SANDY LOAM PERC 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 10YR 5/8 10YR 5/8 26"/54" FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 24.8 C1 54" 24.8 C1 54 ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. SILT LOAM SILT LOAM 10YR 5/3 10YR 5/3 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF (UNSUITABLE) (UNSUITABLE) THE CONTRACTOR OR OWNER TO. NOTIFY THE LOCAL BOARD OF 21.8 08s. G.W. = 90" 21.8 Oes. G.w. - 90" HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. C2 REDOX 90" C2 REDOX 90" 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 7.5YR 5/8 7.5YR 5/8 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. MED. SAND MED. SAND 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 2.5Y 6/4 2.5Y 6/4 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 17.8 138" 17.8 138" 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PERC RATE 7 MIN/IN. "B" HORIZON (BY PERCOLATION TEST) CONSTRUCTION. PERC RATE <2 MIN/IN. "C2" HORIZON (BY SIEVE ANALYSIS) 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS GROUNDWATER ENCOUNTERED AT 90" IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED ELEV. TP-3 DEPTH ELEV. TP-4 DEPTH SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. 28.8 A 0.1 28.8 A 0" LOAMY SAND LOAMY SAND 10YR 4/2 10YR 4/2 DESIGN CRITERIA 28.3 B 6" 28.3 B 6" SANDY LOAM PERC SANDY LOAM 10YR 5/8 26 /54" 10YR 5/8 NUMBER OF BEDROOMS: 3, 2 EXISTING + 1-FUTURE 24.3 C1 C1 54' 24.3 54" SOIL TEXTURAL CLASS: CLASS II SILT LOAM SILT LOAM 10YR 5/3 10YR 5/3 DESIGN PERCOLATION RATE: 7 MIN/IN (0.6 GPD/SF) (UNSUITABLE) (UNSUITABLE) 20.3 OBS. G.W. - 102" 20.3 OBS. G.W. - 102" DAILY FLOW: 330 GPD C2 C2 - DESIGN FLOW: 330 GPD GARBAGE GRINDER: NO MED. SAND MED. SAND2.5Y 6/4 2.5Y 6/4 LEACHING AREA REQUIRED: (330 GPD) = 550.0 SF 0.60 GPD/SF 16.3 150" 16.3 150" PROPOSED SEPTIC TANK/PUMP CHAMBER: 1500/500 GAL., H-10 PERC RATE 7 MIN/IN. "B" HORIZON (BY PERCOLATION TEST) PROPOSED D-BOX: 1 INLET, 3 OUTLET (MIN.), H-10 PERC RATE <2 MIN/IN. "C2" HORIZON (BY SIEVE ANALYSIS) GROUNDWATER ENCOUNTERED AT 102" USE 6 LC-6 LEACHING CHAMBERS IN SERIES WITH 4' of DOUBLE WASHED STONE-ALL AROUND PROPOSED SEPTIC SYSTEM UPGRADE PLAN SIDEWALL AREA: (11.0' + 44.0') x 2 x 1' = 110.0 SF BOTTOM AREA: 11.0' x 44.0' = 484.0 SF 3915 MAIN STREET, BARNSTABLE, MA TOTAL AREA:........................................................... REA:........................................................... 594.0 SF Prepared for: Laura Hodgson, P.O. Box 4, cummaquid, MA 02637 DESIGN FLOW PROVIDED: 0.60 GPD/SF(594.0 SF) = 356.4 GPD Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. 1"=20' P.T.M. 217-21 RESERVE AREA: SIDEWALL = 118 SF, BOTTOM = 450 SF 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. TOTAL AREA = 569 SF (340.8 GPD) (508) 477-5313 7/19/21 P.T.M. 2 Of 3 NEMA 4 JUNCTION BOX CORROSION RESISTANT PROVIDE WATERTIGHT RISER, FRAME & LIQUID—TIGHT CABLE CONNECTORS SUPPORTED & SECURED COVER SET TO GRADE BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE WATERTIGHT. USE SJE RHOMBUS—JB PLUGGER OR EQUAL. PROVIDE ENOUGH WIRE SLACK TO REMOVE PUMP INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM 1/8" DIAMETER. f 1,760 LB. STRENGTH FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANEL PROVIDE ENOUGH WIRE ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. SLACK TO REMOVE PUMP " BALL VALVE (FIELD ADJUST FOR 20 GPM RATE) INV.(IN)=27.0 2 (INSTALL QUICK DISCONNECT FOR EASY REMOVAL) ALARM ON EL: 24.67 2"SCH. 40 DISCHARGE (THROUGH RISER—SEE PROFILE) PUMP ON EL: 24.33 2" 90' ELBOW W/ 1/4" WEEP HOLE FOR SELF—DRAINING FORCE MAIN PUMP OFF EL: 23.67 20 16.. 2" SWING CHECK VALVE BOTTOM OF PUMP CHAMBER 8„ 2" SCH. 40 PVC DISCHARGE PIPE ELEV.= 22.67 ADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE --�— PROVIDE 2— WIDE ANGLE FLOATS: L4 (TO PREVENT PREMATURE PUMP BURNOUT) FLOAT NOA: PUMP ON/OFF—SJ RHOMBUS (PROVIDED WITH PUMP) LIBERTY LE40 SERIES PUMP .4 H.P. 115 V FLOAT NO.2: ALARM ACTIVATION FLOAT—PROVIDED WITH ALARM PANEL WITH 2" DISCHARGE, OR EQUAL (ON SEPARATE CIRCUIT FROM PUMP SPECIFIED) PUMP AND ACCESSORIES AVAILABLE AT: CAPE COD WINWATER WORKS CO., HYANNIS, MA. (508) 862-0166 NOTE: APPROVED ALTERNATE MAY BE SUBSTITUTED. PUMP DETAIL N.T.S. ExisnNc HOl/SE u�• 2 , ?p 83p 9. N S.A.S. PERIMETER = 110.0 LF 6. IN') 20" DIA. COVERS S.A.S. SIDEWAL AREA=110 SF 12'-2"121,0 j (�) i S.A.S. BOTTOM AREA=484 SF T TOTAL EFFECTIVE AREA=594 SF I A51 1 II II 3 53.9 A I I I I I I A 6'-8' — 1I S.A.S. LAYOUT i L - - -I i- - - - -I� - - - - J DOSING & STORAGE REQUIREMENTS 4" KNOCKOUTS PLAN VIEW DESIGN FLOW: 330 GPD (TYP.) DOSING REQUIRED: 4 CYCLES/DAY (SAND) 330 - 4 = 82.5 GALLONS/CYCLE 4" 20" DIA. COVERS DISTANCE REQUIRED BETWEEN PUMP (TYP') ON AND PUMP OFF FLOATS: 5" 82.5 GAL/CYCLE - 125 GAL/FT = 0.66 FT/CYCLE (USE 8") UT STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS 4"INLET KNOCKOUTS'. STORAGE PROVIDED: 4"OUTLET 3" 4„ KNOCKOUTS INV.(IN) EL: 27.00 — PUMP ON EL:24.33 = 2.67' 5'-8" STORAGE PROVIDED = 2.67' x 125 GAL/FT = 333.8 GALLONS 4'-3" UAVRA SUPPORT LIQUID (SEE NOTE 3) 4-7" BEAMS LEVEL BUOYANCY CALCULATI0NS 150OZ500 GALLON SEPTIC TANK/PUMP CHAMBER 4 NOT REQUIRED. ESTIMATED HIGH GROUNDWATER IS EL.=21.8 CROSS SECTION A-A .BOTTOM OF TANK IS EL.=22 67 WT of H-10: 18,852 LBS. ___a'KNOCKO1f __ _ SPECIFICATIONS r_ ____ , 1.) CONCRETE 4,000 PSI AFTER 28 DAYS. I 2W DUI COVER I 1 I 2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS. i 310 CMR SECTION. 15.226. M 3.) TONGUE & GROOVE JOINT SEALED W/ BUTYL RESIN Ia'KNOCKOUT 4"KNOCKOUTI 4.) REINFORCEMENT PER ASTM C1227-93. I I 5.) ALSO AVAILABLE IN H-20 LOADING. --------- a'KNoacour----_j 6) PROVIDE POLYMER WATERPROOF COATING 72" H-10 SEPTIC TANK/PUMP CHAMBER 150O 500 PLAN VIEW ' WIGGIN PRECAST CORP., BOURNE MA. (800) 564-6774 ® ® ® 0 ® ® ® 2" ® 0 EO ' ® ® ® ® ® ® ® PROPOSED SEPTIC SYSTEM UPGRADE PLAN 72" I- 36" I 3915 MAIN STREET, BARNSTABLE, MA SIDE VIEW END VIEW Prepared for: Laura Hodgson, P.O. Box 4, cummaquid, MA 02637 WIGGIN LC-6, OR EQUAL, H-20 LOADING Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. 1 =20 P.T.M. 217-21 LEACHING CHAMBER 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 7/19/21 P.T.M. 3 of 3