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Home My WebLink About0124 SEABROOK ROAD - Health 124 Seabrook Ave. Hyannis A = 307 030 o y S i e 9 e v x Jeffrey H Brown 50 Woodbury Ave,Hyannis MA 02601 508-778-8330 jeff.brown.usn.ret@gmail.com 01/31/2019 'Town of Barnstable Board of'Heath Director McKean 200 Main Street Hyannis,MA 02601 Dear Mr. McKean, Pursuant to Mass.Title 5 guidelines please accept and endorse this letter as an enforceable agreement:with the Board ofHealth the owner of#his_property,Jeffrey H.Brown,agrees to connect the property to the municipal sanitary sewer(Stewarts Creek sewer extension)within 2 years following the transfer of title. The property is,124 Seabrook road,Hyannis Massachusetts. The Property Spedfm Map/BkWLot 307/030/ Property Wress:124 SEABROOK ROAD Village:-Hyannis, Town Seaver at Address:Yes,LP,(Stewarts Creek Sewer Extension(east) GIS Zoning Value:RB Wa rc s, own ('mot l T 7 m us f TOWN OF BARNSTABLE C L tf '(G%A SEWAGE # ri`1LEAGE ASSESSOR'S MAP& LOT 30 7 03 D hM INSTALLER'S A &PHONE NO. IiLll SEPTIC TANK CAPACITY LEACHING FACILITY: (type) '� � �' (size) NO.OF BEDROOMS BUILDER OR OWNER,�e f�� y L' in- PERMUDATE: O -./ COMPLIANCE DATE: 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 I 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 G --4i s s. c 77' -,� No. �1' a :. Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1/ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zippricatfon for Migooai braem Conotruction Permit Application for a Permit to Construct( . )Repair( X)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components t Location Address or Lot No. Owner's Name,Address and Tel.No. is e4orsfoj�j;Aok Ave. ,Hyannis Geraldine McGovern map 30 parcel 30 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Wm. E. Robinson Septic Service Engineering Works P O Box 1089, Centerville 23 Deer Hollow Rd. , Forestdale Type of Building: Dwelling No.of Bedrooms 3 Lot Size 9 2 2 0-4. sq.ft. Garbage Grinder( ) Other 'Type of Building R P-_; r;e n t j_aj No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 3 0 gallons per day. Calculated daily flow gallons. Plan Date 9-1 9-01 Number of sheets 2 Revision Date Title Size of Septic Tank ��YY.- Type of S.A.S. Z C is Description of Soil; A•LS B•LS C•36"-120" M-C sand no GW Nature of Repairs or Alterations(Answer when applicable) Rplot i C _qt7ctam -rimp air- upgrade to plans of Engineering Works dated 9-19-01 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 E onmental Co and not to place the system in operation until a Certifi- cate of Compliance has been issued by this ar f�Iealth. Signedr'' 1 ti -�'`�'✓ Date Application Approved by Date ( O Application Disapproved for the following reasons Permit No. - Date Issued THE COMMONWEALTWOF M/1SS:4CHU.SETTS . Entered in computer: /1P6BLI.C,.,HEALTH.DIVISION -TOWN OF BARNSTABLE, MASSACHUSETI S:1 Yes � ZIpplicatipti for Migoml 6potem Congtrudion Permit Application,for a Permit to Constnictt( )Repair( X)Upgrade( )Abandon( . ) El Complete System Individual Components Location Address orlot No. Owner's Name,Address and Tel.No. { i l24 Spa rook Ave. ,Hyannis Geraldine McGovern ssessor s lal arcel _maP 307 Parcel 30 •^` Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Wm. E. Robinson Septic Service Engineering Works P O Box 1089, Centerville ' 23 Deer Hollow Rd. , Forestdale Type of Building: Dwelling' No.of Bedrooms .3 Lot Size a z�.4. sq.ft. Garbage Grinder( ) Other Type of Building R,-c;4 d P-nt-i a 1 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 3 0 gallons per day. Calculated daily flow gallons. Plan Date 9-1 9-01 Number of sheets 2 Revision Date Title septic _ / upciradp- Size of Septic Tank ) Type of S.A.S. .2 ) ( ( �1 \k S Description of Soil A:LS B:LS C:360-120" M—C sand no GW ShLY\—C Nature of Repairs or Alterations(Answer when-applicable) septic systern repair „paradA to plans of Engineering Works dated 9119-01 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system ' in accordance-y,ith the' of Title 5 of the E tronmental Co a and not to.place the system in operation until a Certifi- z cate of Compliance has been issued by this AoarAlof Health. ' ". Signed Date 0' 447 Application Approved by s\ ' ` c �.. ��- �u_c L'. __ _-_.._4= Date (I I I ) Q� Application Disapproved for the following reasons Permit No. t✓.0 - Ci Date Issued I CU -------------i------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS McGovern Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired ( X)Upgraded( ) Abandoned( )by Wm. E. Robinson Septic Servit� at 1 24 Seabrook Ave. , Hyannis has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.Q - lc,1 Z dated d i t4 I C k Installer Wm. E. Robinson Sr_ Designer'PptPr Me-F.ni-rac_ Vng. Lanrks The issuance of rA*-SZ70a* ermt shall not be construed as a guarantee that the system will�Udction as d si �epd, - Date ( Inspector ..—u1 .6'�,.J l r - �� t No. -.�'� �Lj�1—'� ——— ---------------------Fee 5 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS McGovern Mf 6 pool ipgtem Construction Permit Permission is hereby granted to Construct( )Repair(X )Upgrade( )Abandon( ) System located at 124 Seabrook Ave_ s Hyannis 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. r _Date: �`' 1 � 1 C� ( Approved by 9- _� CY? �'-'• �`-`-�-`�-�_�-- TOWN OF BARNSTABLE L LOCATION / `1 �L%A /0 AA Q - SEWAGE # VILLAGE ASSESSOR'S MAP& LOT 307 0;0 INSTALLER'S AME&PHONE NO. SEPTIC TANK CAPACITY SG-� LEACHING FACILITY: (type) '� ° (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: I— O j COMPLIANCE DATE: 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 facility) Feet Furnished by . f b ` A� f� LOC-ATION SEWAGE PERMIT NO. i,2 4/ .<.F,- 4 6 c� &Z VILLAGE INSTA LLER'S NAME & ADDRESS 44 Id B ILDER OR 0 ER .s DATE PERMIT ISSUEDG_ DAT E- COMPLIANCE ISSUED �� c- J No.......80- Fine ..5..00....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........................Town........OF....Barns.#.b e....... App iration for Mipwia1 Works Tomitrnrtion ramit Application is hereby made for a Permit to Construct ( ) or Repair ( x) an Individual Sewage Disposal System at: 124__Seabrook Rd-._,..Hannis, PEA 02601 ._. ..... -------- ------------•------•-------•--....-------•-._....... ............................................ -Address or Lot No. Robert McGovern 12.. Seabrook Rd.,__.Hy_annis,-.MA .02601 - .-• ..------•... Owner Address a A & B Cesspool Service ]28_Bishops TerraCe,..Hyannis, MA 02601 ----••-•-••...............•- Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms......•_...................................Expansion Attic ( ) Garbage Grinder ( ) p, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ------------------------------ - W Design Flow--------------------------------------------gallons per person per day. Total daily flow.......................-....................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width---- ........... Diameter................ Depth................ 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 ( ) Percolation Test Results Performed bY---•••---...-----•------••---�------••---------•-•-•-•--•------•-•....... Date........................................ Test Pit No. I................minutes per inch Depth of Test,Pit.................... Depth to ground water........................ f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ R+ -----------------------------------------------------------•--------------------•---........._-----•......................................................... 0 Description of Soil.................... and---------•------------•--------------•----•-•----------------------------------------------------------------------------............---- x V W UNature.of Repairs or Alterations—Answer when applicable.-_--_- .5tallat..9t1..9f..s _stone packed leach_ pit _(overflow Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of�TTL. p 5 of the State Sanitary Code— The undersigned fur her agrees not to place the system in operation until a Certificate of Compliance has been issued by the boa f th. gned.• •--• ��---•--` ��G� j ---6/26/810............ ` D to Application Approved BY lArl. .._...._..: Q�2� $. .--------•-- Date Application Disapproved for the following reasons...............................................................••----------------•-•-••......•------••-•.....--- --••--•••-•••-•--•-••-•••-••••---••--••...-••-••••••--•--••-•---••---••-•-•--•---------•••................••-•.-----•--•--------•------•-•••-•-•-•--•--------------•-•-•--••-•-•--------•••-••-------- Date Permit No......80-............................................ Issued.................6/26180.. Date No:. J� FEB �...°..............;;. i THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 1 F- - - ....0 ...... a + :... ------•-•--------------------------------- 1 #ilan jor, Dispniial Works Cnvn trnrffvn Vamit Application is hereby bade.for a.Permit to Construct ( ) or Repair (X) an Individual Sewage Disposal System at ® so 0, - .... .• •---- -----:_ ------ ------------- --- -- -••• ........ •""" " Location'Address •-- •--••- --•_.. ... .... . .................................. ...... ........ ......s .... . •... ...... ..... 260 t Qr` O'nez p�gAddc s �p� }� y Address d Type of Building Size Lot............................Sq. feet aDwelling—No. of Bedrooms 3.................................Expansion ttic ( ) Garbage Grinder ( ) p,, Other—Type of Building _______________________ No. of persons_............................. Showers ( ) — Cafeteria ( ) Q' Other fixtures Q =---------------------------------••••--•• ----------------------------------------------------•--•• ••-•••-••••- W Design Flow__________________ _________i gallons per person per day. Total daily flow.......................•.....................gallons. WSeptic Tank—Liquid capacity .gallons Length________________ Width................:,.Diameter---------------- Depth................. 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 ( ) Percolation Test Results Performed bY-"=-'-'--------------------------------------------------------------------- Date........................................ Test Pit No. 1----._ ._;_ _minutes per inch Depth of Test Pit____________________ Depth to ground water_________:____________. Test Pit No. 2-__----__:}_:__minutes per inch.' Depth of Test Pit____________________ Depth to ground water------------------------ f :fL{ 4 ------------------------------------------------------------------------------------------------------------------- ODescription of Soil _. .......•....-•----•-•----------------------------------------------------------------------------------------••--- W == . 0 UNat re:of Re Alt ti s Ans r w en applicable__... 4 � _ __ " `o ot Agreement: (. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with f'1T the provisions of .17/'1L75 of.the State Sanitary Code—The undersigned further agrees not to place the system in operation until,'a Certificate of Compliance has been itsued lty the boa ell/lth. ` f` gned._ . ••••=-•-•----•--.....•.....•.....-•...............••----•-.....-- ,!._.... _._.. ' D APPlicati n Approved BY ,.�'' ---•--••••. u - ........................................ i Date Application Disapproved for the following reasons------------------------------------•--------------------------•--------------------------------•............---- ----------------------=-•..:-----•---------•--=-----------'•----•--------•----------------•-----•-------'--------------------------------------------- ---------------------------------------------- so Permit No..... -::;. ..•••.............................. , . Issued................. ._.....Date-•••_.. Date THE COMMONWEALTH OF MASSACHUSETTS';:` BOARD ''OF HEALTH TOM:......OF...... Trrtilirtttr idti 40:plianr Y THISS1S TO C RJ-IFY Tha t u vidual ew z e Disp sal S- t e stem consd ( ) or R ed ( ' ) bys & 13 060t sai. . u¢6sok Min , w � A+ Instal .y�4i $ Rj at........................................... ................... ••• •-••---- -------•-•-----•-••-- --•••••-••••••-•••-•••••-••--••••••-•-•--••••- has been installed in accordance-with the provisions of T 17 r of The State Sanitary C d I/ scribed in the application for Disposal Works:Construction Permit No:________________ ____________________ dated---------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUkCTION SATISFACTORY. i ry DATE.......... .:. . ........ .__...-••---.....-•--------------------- Inspector... ----- ----- . -- . ............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Tom � w OF.............: �5 Sam No.......................... FEE.--........ 01apnlial Vorks Tnnstrnrtuan �erntit Permission is hereby granted `.. �� tt �. �� $ � � ® ' ----- --- -- ---•-•• ••--•••- ....._.• ......... to Cons t or a (X an div ual Dts s S st .J ( � 6ffla atNo. • -••••8 --•----•••-•-•-••••••. ....................................h stree as shown on the application for Disposal Works Construction'Per it o_ __.________ Dated_________________ ______________________ ........... �'�-......�/, lh. !�- -----•--•- --•-•-- i� - 7 Board of Health DATE..............l�/:° ...t - ----••--•••••••-••••---_..... FORM 1255 HOBBS & WARREN,-INC., PUBLISHERS LEGEND w 13a MA1N 5T PROPOSED CONTOUR =° pg4 r st -Z 138 PROPOSED SPOT GRADE MAIN ST SE-ABROOK ROA L n —100 : EXISTING CONTOUR aagt EdDe o paveo �Q pKlS�j �45 N 99.8 EXISTING SPOT GRADE `�`J Tara Hyannis o 3 i 104tj4 Golf Club 09 TEST PIT �- 96 96,A8 j 97_� �-1 _- ANC pOsj// / // / / W EXISTING WATER SERVICE Seabr ok Rd 9 /' g6,8 L39 .i-FNC t P 1307- / / G Cemetary / / EXISTING GAS SERVICE SjN wA I q 3 EI-10 /' j Q j2 S,F / //' LOCUS / LOCUS MAP N.T.S. 9T')-7 A3J 1 03 //' / EXI S TING / A -3 BEDROOM GENERAL NOTES: EXISTING 1p3 A ,,- / /'� BENCHMARK HOUSE (#124) 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 3 BEDROOM ' � /� ' LEFT CORNER OF STEP TOF=104.28 BOARD OF HEALTH AND THE DESIGN ENGINEER. l HOUSE (#124) , EL:104.15(Assumed) 2. ALL WORK AND MATERIALS SMALL CONFORM TO THE REQUIREMENTS / / OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE l t TCF=104.P8 t LOCAL RULES AND REGULATIONS, o l Ir rNvrl�=�ottf INVtl�tot,5f �p3.g1 M tiDb 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE EXISTING SEPTIC TANK DESIGN ENGINEER. / •rl t ( 10 Prop, TU BE PUMPED, RUPTURED ,91 Tank/o y/ /' AND FILLED W/ SAND tW11 �� nub 4• ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING Cb / t , j_ t� FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN i I t t •� I t N ENGINEER BEFORE CONSTRUCTION CONTINUES. EXISTING PIT & CESSPOOL 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. CA X 1 i .� A CTU BE PUMPED & FILLED (0 / /� I ' I 6 �1� W/ SAND-SEE NOTE 9) 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF n, t I , �• / / 1063 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF ; HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. Qj �t _V..77 7 l o II I Prop• 1 b p x 3 { C:.' :I 7. WATER SUPPLY PROVIDED BY TOWN WATER MAIN. QJ t t ,''. • I I D-box ' 60 _�� ti w ,` I 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 100' OF THE S.A.S. Pro S,A.S;;: / I �• I �.':. T-."I a 9. ALL UNSUITABLE MATERIAL ENCOUNTERED WITHIN 5' OF THE PROPOSED u � I o• `•.•, c� � E:�°�_��;___.,__j S.A.S., IN THE VICINITY OF THE EXISTING S.A.S., SHALL BE REMOVED ! t rII AND REPLACED WITH CLEAN SAND. h...... •:r•"':;''_ 1�3'42• '� • ��,' 1.0. ALL AREAS CLEARED FOR CONSTRUCTION ARE TO 13E LOAMED AND X g9�4 - --''=^ SEEDED UPON COMPLETION OF CONSTRUCTION. 1y� Prop, S•A•S.LAYOUT 1 1• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE Breakout 25' ••J 188, 269 `� 39 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING setback g�,00' �Q �� X 1flA' CONSTRUCTION. 12. PROPERTY LINES SHOWN HAVE BEEN COMPILED FROM EXISTING PLANS AND DEEDS OF RECORD AND ARE APPROXIMATE ONLY. THEY DO NOT 99 A0 Hedge rOw REPRESENT AN ACTUAL ON THE GROUND PROPERTY LINE SURVEY. ( o SEPTIC SYSTEM REPAIR/UPGRADE PETER T• NC N E 124 SEABROOK ROAD, HYANNIS, MA No, 35109 Prepared for: Geraldine McGovern, 124 Seabrook Road, Hyannis, MA SCALE, 1�-20` ly, OF RFC/S1 �F Engineeringb Surveying b ; �i . y: Y 9 y SCALE DRAWN JOB. N0. MIN" FSS Engineering Works Terry A. Warner P.L.S. 1"=20 P.T.M. 79-01 0 PO 40 23 Deer Hollow Road 22 Long Road Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET N0. ( �6tSl�l (508) 477-5313 (508) 432-8309 09/19/01 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED TOP OF FOUNDATION F.G. EL: 101.3-103.2(max) FINISH GRADE SHALL NOT BE < EL:100.0 EL: 104.28f FOR A DISTANCE OF 15' AROUND THE (EXISTING) 1 F.G. EL: 102.3t(EXISTING) PERIMETER OF THE S.A.S. F.G. EL (EXISTING) F.G. EL: 102.5t(EXISTING) a MAINTAIN 2% MIN SLOPE OVER S.A.S. INSTALL RISERS OVER INLET & OUTLET 2-500 GALLON LEACHING CHAMBERS IN SERIES INSTALL RISER OVER CHAMBER/S L1 -24' TO WITHIN 6" OF FINISH GRADE WITH WITHIN 4' STONE ALL SIDES ITHI �N PLAN AND SET COVER/S L2 -10' N 6 OF FINISH GRADE 4" SCH 40 PVC L =18' . ,r L =14'(MAX) 4" SCH 40 PVC ,. 4" SCH`.40 PVC'. �• 141 Q S= 1% (MIN,) s 2 S= 1% (MIN.) ai9a�®B® PROPOSED 2' EFF. DEPTH ®ae®�® r, ...! INV.EL: 100.80 1500 GALLON INV. ELEV.=100.3 INV. ELEV.=100.20 SEPTIC TANK 4' 5,2' 4' "" ' INV.EC: 100.55 FFECTIVE WIDTH = 13.2' TIE IN 70 EXISTING INSTALL INLET & OUTLET TEES OUTLET PIPES OUTSIDE GAS BAFFLE TO BE INSTALLED ON INV. ELEV. OF HOUSE OUTLET TEE AS MANUFACTURED BY INV.EL(1): 101.5t TUF—TITE, ZABEL, OR EQUAL TOP CONC. ELEV.=100.25 —BREAKOUT ELEV.=100.0 INV.EL(2): 101.1 t INV. ELEV.=99.5 ® ®�® 11 (EXISTING) 11 SEPTIC SYSTEM PROFILE '= 1_7 BOTTOM ELEV.=97.50 4, 2 x 8,5 = 1 R m_ ' 4' 5' MIN, ABOVE BOTTOM OF EFFECTIVE LENGTH = 25.0' T,P. .EXCAVATION OR G.W. 92,50 LEACHING SYSTEM SECTION (3) 5" DIA.OUTLETS 16• -� 1 . SOIL LOG o� PETER T. 15,5° L i 8, .1.0'-6 MoENTEE - ra* DESIGN CRITERIA CIVIL DATE: SEPTEMBER 13, 2001 No, 35109 3 - 20" 01o, Covers SOIL EVALUATOR: PETER T. MCENTEE P.E. D NUMBER OF BEDROOMS: 3 BEDROOMS D—BOX INSPECTOR: NOT REQ'D (MET TOWN CRITERIA) `FSS KTi SOIL TYPE: CLASS I 5'-8" 0 O I I DESIGN PERCOLATION RATE: 2 MIN,/IN. EIeV, TP Depth DAILY FLOW: 330 G.P.D._ DESIGN FLOW: 330 G.P.D. (MIN. REQ'D) 102.50 A LOAMY SAND 0 GARBAGE GRINDER: NO 10YR 4/2 ®E3®® O 6�omm Top Vlew 101.50 6 12" LEACHING AREA REQUIRED: (330) = 445.9 S.F. ®®®®®®®®®®® " .74 INVERT ®®®®�®®®®®® 33 LOAMY SAND 24" ®��®�®®®®®® 6" Dia. Inlets 4" fi" Diu. outlets 99.50 r tOYR 5/6 SEPTIC TANK PROVIDED: _ 1500 GALLON (MIN. REQ'D) 102• .•. C USE 2--500 GALLON LEACHING CHAMBERS IN SERIES SIDEWALL AREA: 2(13.2' + 25.0') X 2 = 152.8 S.F. 4"KNOCKOUT B 3 2' x 25 0' — 20• oia COVER 5'-8" 4'-7 48" Liquid LevjJ14'-4" M—C SAND 60" PERC BOTTOM AREA: 1 — 330.0 S.F. r TOTAL AREA: 482.8 S.F. ' KNOCKOUT O�4° KNOCKOUT 62" 4" 32.5Y 6/6{ DESIGN FLOW PROVIDED: 0.74(482,r3) = 357.3 G.P.D. 4" KNOCKOUT _ I 4 - Section SEPTIC SYSTEM REPAIR UPGRADE 500 GALLON CAPACITY, H-10 LOADING 92.50 120" 124 SEABROOK ROAD, HYANNIS. MA 1500 GALLON CAPACITY, H-10 LOADING CHAMBERS SEPTIC TANK NO G.W. ENCOUNTERED Prepared for: Geraldine McGovern, 124 Seabrook Road, Hyannis, MA PERC RATE:- 2 MIN/IN. "C" HORIZON KTa { Engineering by: " *c SCALE !DRAWN JOB. NO. EngineeringWork4 Terry A. ll mwerPJ.S N.T:S. T.M• 79-01 23 Deer Hollow Road 22 Long Road Forestdale, MA 02644 Harwich, MA 02645 DATE HECKED SHEET NO.(508) 477-5313 (508) 432-8309 09/19/01 .T.M. 2 of 2