Loading...
HomeMy WebLinkAbout0031 HIGHLAND DRIVE - Health 31 Highland Drive Centerville - A= 189— 119 SMEAD' No. 2-'i 53LOR UPC; 12534 amead.com • Made In USA *1Ocyc("O No. THE COMMONWEALTH OF MASSACHUSETTS FEE BQ AR OF HEALTH J �✓ OF r APPLICATION FOR DISPOSAL SY TEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair (VUpgrade Abandon ( ) - ❑Complete System [ idividual Components I H 16 P LO W) D rIW, Ira oc n Y QU't 1 Owners ame - L/ A ress np of# elephone# ♦4� L f���� LLL G JJJ �Installer'sNa e I�esi ner' Na � )/► �-6 G c 1 Address "C a Telephone ^# /� a'n Telephone^# ►�` Type of Building: �1�1 e i��Y I'l I I C� �i h a fl Lot Size Dwelling—No.of Bedr oms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow�-,m]' .re uired) I gpd Calculated design flow_gpd Design flow provided.Sgpd Plan: Date : �I Number,of sheets t Revision Date Title m �/ ��_ z Description of Soil(s) , kb Soil Evaluator Form No. — NamCl of Soil Evaluator J'r y XU it l Date of Evaluation ii Z DESCRIPTI N O REPAIRS OR ALTERATIONS. 1 LMA .�s 6 Y he undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Si ned' Date -' 3 Z y�-7 Hasp#ctio - 7' —V-7 FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. aJ-7' �- THE COMMONWEALTH:OF �%,4S�ACHUSETTS FEE U BOARD OF HEALTH / NO F � �✓ APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for Permit to Construct ( ) Repair (V/Upgrade Abandon ( ) - ❑Complete System ndividual Components oc n Owner's Erne / AaUriess [Lot# elephone# ?tL]Ier's Na (/�U� l_.V �( �f si ner' Name _RW lA ✓V(� � � a ► '\ J Address t /1 � � L�dr J Telephone# Telephone# Type of Building: FQ t'V t I I f Wh C{l Lot Size 6 3 t Dwelling—No.of Bedr oms 3 U Garbage Grinder ( ) O'ttier—Type of Building No.of persons r Showers ( ), Cafeteria ( ) Other fixtures Desi � Design flow provided �� cg pd n Flw m' .re uired) gPd Calculated desi n flo Pd Plan: Date .J 3) , 71(n Number.of sheets I ,� `Revision Date Title_D P U-0 p �.D e Oc��-(,�( (A d V)6t 7 G(411 - Description of Soil(s) Soil Evaluator Form No. --- Nam of Soil Evaluator-nt{ �' �U{� ��Date of Evaluation 27 U a . c DESCRIRTION OF REPAIRS OR ALTERATIONS UTI J_ I M q The undersigned agrees to install t e above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of-14ealth. Signed- Date 3 I pe�ction-�L—v 7 1 - 0 7 FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 1. -- - ------------------.-��- - _ -- No. .00-7 T THE COMMONWEALTH OF MASSACHUSETTS FEE �ud 3Atn5KY -4ke- BOARD OF HEALTH c n C RTIFICATE OF COMPLIANCE Description of Work: WIndividual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired(\/Upgraded( ),Abandoned( ) by: �-�- at 1 <�, v�-• ; has been installed in accordanc with the rovisions of 3 0 MR 15.00 (Title 5) and the approved design Tans/as built plans elating to application :05 � " 3 Z. dated IVI I /e) Approved Design Flow d (gpd) Installer Designer: _ C.<11 Inspl•ctor Date !42- The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 _ / I No. dU07 �> a THE COMMONWEALTH OF MASSACHUSETTS FEE !od" BOARD OF HEALTH DISPOSAL SYSTEM CONSrrRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at l-�.T(��ul� �`��V� !L�-,`fir as described in the application for Disposal System Construction Permit No. 607-ID- dated ;?/ //i-7 Provided: Construction shall be completed within three years of the date of thi" t.All local condi 'ons must be met. Date - n 7 Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) (Si) HOBBS&WARREN TM PUBLISHERS- BOSTON JAN-14-2008 03 :32 PM JGENGINEERING 508 273 0367 P. 0:2 'foWn of Marnstabie _ Regulatory Services s 'Thomas F. Geiler, Director gARIf ABt.g, • Public Health Division Thomas McKeau, Director 200 Main Street,Hyannis,AAA 02601 Officc. 509-862-4644 Fax; 508-790-6304 Ynst�alle&�gsigner Certification F,F2rm Date: � ! besigner; G C(15tr,er`c�,n 'Sv,G_.. Installer: �� ►�c1e CtteS Address: , `( C+lonbC_cS4___I�w. ....... Address, -0. z0--c-L Z 6Z�;Y On- ?-©o� n)"S_...�was issued a permit to Mz stall a (date) {xnstallex) septic; system at 3 1,Cod tD t(' v Q_ based on a design drawn,by (address) dated 101 3l Zoo (dealg�er ) !� 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 referenced above was installed with`m ''or 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. f JOHN L Y 1 CHURCHILL (X sta ler's i lure} ANdo r I (Designer' ,gnature) (Affi es�gner Stam Here , PLEASE RETURN TO-DARNSTABLE PU LIC H.9ALTH-DWISI N, ICE CAT OF C MP L CE NOTBE ISSUEDJMILBOTH Si FORM AN2 AS- i.1iL ' C ARE CEIdE Y T]Kg-p&MSTABL& PUBLIC ,T VISI Tel ANK XO �: Hicalthlseptic/Derigyner Certification Form TOWN OF BARNSTABLE LGATION �� �) SEWAGE `J LLAGE <!eA ASSESSOR'S MAP&PARCEL //9 INSTALLERS NAME&PHONENO. Ctio�fJp.:._�c�¢ �vtiR-PM t�c yo�F �lG a'Z� SEPTIC TANK CAPACITY OW LEACHING FACILITY:(type) (cQ�0 O If lU 14 (size) NO.OF BEDROOMS .� OWNER Igo 1`-k r 1 PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility it Feet Private Water Supply Well and Leaching Facility_(If ariy 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 ►��� as• �� 57 Aq w-.1 3%, i 3i i7.o 3 84 31. d Br 3-3.0 ZLO 1/0 co Town of Barnstable P# ' Department of Regulatory services tF Public Health Division Date 2A ---7 Eo N7 � 200 Main Street,Hyannis MA 02601 Date Scheduled Time Fee Pd. � Soil Suitability Assessment for Sewage Disposal Performed By: 0"1(1 Witnessed By: /1Gti f LOCATION& GENERAL INFORMATION Location Address •3( 1 y V I Owner's Name J Ft�r�►�W+'IcQf�►V� SAC t'� �yJ rP.V i//Q Address 3 i i-G k- twrxQ v c:� Assessor's Map/Pamel: j�'�'l l9 Engineer's Name Z C &1; NEW CONSTRUCTION REPAIR 4,/ Telephone# Soli a73 O37-1 Land Use R�tOE►�t1At. ILA" slopes(%) 0 2`i'e Surface Stones NaNC Distances from: Open Water Body �100 ft Possible Wet Area 106 ft Drinking Water Well >lOp ft Drainage Way 26 ft Property Line 16 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) iv. SEE E►�cto p t?LAtj etjIlp 60 '?9065E0 SEPTIC System OeGo0C." �v Parent material(geologic)- fWtW%StA`t�,Alr4 Depth to Bedrock 132" 'S((6S Depth to Groundwater. Standing Water in Hole: t3Z,1B6S Weeping from Pit Face_> 132" Estimated Seasonal High Groundwater 137.~ 5 DETERMINATION FOR SEASONAL HIGH WATER TABLE c� Method Used: -Akan AASfjWr16,4 Depth Observed standingto obs.hole: ` tom"�fo9 1n, Depth to Boll moulds: t z ,,,�in. Depth to weeping from side of obs.hole: `0 i-tZ"W„5 in, Groundwater Adjustment N ft.Index Well# — Reading Date: _ Index Well level _ Adj.factor, 4 Adj.Groundwater PERCOLATION TEST bate 4 It—;Igume Observation i. Hole# I 71me at 9" _ Depth of Pere-�•, Time at 6" Start Pre-soak Time Time(911•611) End Pre-soak Rate MinJlnch Z MPt Site Suitability Assessment: Site Passed d Site Failed: Additional Testing Needed(Y/N) N Original: Public Health Division Observation Hole•Data To Be Completed on Back----- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1) week prior to beginning. Q:%EPTIC%PERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# i Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. n tency,%Gravel) 0-rt A Lotlnry $AND 16,10- 41& l2=� g t-oAm AND s Igt IYIfQ1UM SANG 2 SY b " wk c4AJ — DEEP OBSERVATION HOLE LOG Hole#—_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. nsi %Gravel) 0-12. A 1-oAW ' 54N t ice- `l z 12-3t� 6 SANo 10'a S .Scp z L or m 3 NO 2.51 fO/ a°oC44ye, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ConsistengZ%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. 1 Flood Insurance Rate Map; L Above 500 year flood boundary No— Yes r Within 500 year boundary No Yes' Within 100 year flood boundary No Ll Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? `(ES ` If not,what is the depth of naturally occurring pervious material?.� . Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of E vironmental Protection and that the above analysis was performed by me consistent with . the required tr ' i g,exp and, pen ce described in 310 CMR 15.017. j Signature QASEFTICVERCFORM.DOC TOWN OF BARNSTABLE Ld,tATION SEWAGE # f Ef 7 r VILLAGE ASSESSOR'S MAP & LOT _ INSTALLER'S NAME & PHONE NO. J, SEPTIC TANK CAPACITY l 6Oe7 LEACHING FACILITY:(type) (size) J dG NO. OF BEDROOMS_ PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER o - DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: � "� VARIANCE GRANTED: Yes No_ No..... ?.49 7 $ 3 .. Fins_.............r�......0 THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH APPROVED 6arnstabto Conttcrootj=QWRngnt TOWN OF BARNSTABLE J AVVIlration for Uispniia1 Works Tomitrurt . r� Date Application is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: 31 Highland Dri're Center-ille ..................... .............. ........................................... -•---••-•-...•••••••••----•---•---...-----•-••••-••--•-----••--•••----................._.....••... SLocation-Address or Lot No. Snow ............. .....................•--•-...........-•---•-•---•ress........................................... W J.P.Macomber Jr . Owner Address Installer Address UType of Building Size Lot............................Sq. feet ., DwellingX-XNo. of Bedrooms............3.............................Expansion Attic ( ) Garbage Grinder ( ) Other—Type T e of Building No. of persons............................ Showers � YP g ---------------------------- P ( ) — Cafeteria ( ) Otherfixtures -----------------------------------------------------------•------•----- --•-•-------------•---•--•---•-••...-•-•--._............•-•-•-.....•--.---•-• 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 ( ) ' aPercolation Test Results Performed by.......................................................................... Date................................:....... Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water........................ fs. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water...................... ._- P4 •---•------•------•-----•-••-•--••------•-•.................•-•-•-•.......•..................-••-•-.._.....•. 0 Description of Soil...........Sand--&.-Grave-1-•.............•---•------•--------------------•-----------•-•--•-•--•-----------••---•-•---------..._-•---------•---•- x W UNature of Repairs or Alterations—Answer when applicable............................................................................................... x f>_q11 o n-•t................................1 ..11 on••-pit......•------------------------------------------------------------------------------•---•------. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b n ' sued by thZb/rd health. Signed 5 5�9 Da[e Application Approved By ..................... --------------- �`, -0 ---�.P� ce Da Application Disapproved for the following reasons: ...................... ........................... ....... ............................... ------................---------------............. ..........................................................------------------------------------- --------------------------------------------------------------.......................................... --------- ---------------------------- D Permit No. .........r?1_7n.... --g.7..................... Issued a7 No.. ........:...... _ d �' .�-7 FE$.. ....32_.�0. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE ,Apure#inn for Mipniai Workii Tutw1rnrtinn Frrutit Application is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: 31 Highland Drive Centerville ...............................•-•-•••---•---•---•-•-------•-----------•-------•---......._•-----. ................................................................................................. Location-Address or Lot No. -SXl®W...... - ... •- ....-. -..-•-------------------------------•-------.._ ----...-----------------------.----• - ....._..........................- J.P.Macomber Jr, owner --- .. W Address ,.a ••-•.........................•---•-----•-•----••--•-•••--..........--•--•-•--••--•-•-----•------- Installer Address UType of Building Size Lot............................Sq. feet �-, DwellingXXNo. of Bedrooms.............. -_-_-__-----_-____-_-_-__-Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) P� Other fixtures . W Design Flow.............................................gallons per person per day. Total daily flow_---____-_._7...............................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 ( ) a Percolation Test Results Performed by.......................................................................... Date........................................ . �4 Test Pit No. I________________minutes per inch Depth of Test Pit--______----_______. Depth to ground water......................... Isl Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ----------------------------------------------------------•--------•-------••-------....------................................................. Description of Soil...........a�Xid...&_ x _GraV21...................................... W x - -------------------------------------------------------------------------------------------------------------------------------------------•----------------------------------------•-- V Nature of Repairs or Alterations—Answer when applicable............................................................................................... 1-1000 gallon tank 1-100J gal on Dit�. -----------------••...........•................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i sued by the board of health. Signed ., ...... 1 ......... '......................... --------VV92--- f re Application Approved By ...................... ...... . -............ - �'�� --------------------------- ----- . - Date Application Disapproved for the following reasons:. ............ .. ................:....... .......................................... ............. -------- ---------- ---------------------------- ----...----- ---.- . ---------------..-.-..---------------- ..........---------.................... Permit No. .. rZ..- �. .. ..... Date .. ......... Issued ---------------- ----. ............................. ----'- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE %Ce>r#tf rate of To nclatiartre TFII PI ,'PCViIP YF,Y,JTrhat the Individual Sewage Disposal System constructed ( ) or Repaired (XXX)�TJ by..........-------------_----------------------------- ---- ------------------------------------- -- ----------------------------------------------------------------------------------------------------------- Installer ac .......... ....Highland--..Drive....Centerville--....................................... - --------------------------------- ---- ------------------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ---------- '.�-F-7........ dated ------------------------------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE..-- --�� ` : ----------------------- Inspector ........................... -:...-..--... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �� ��? TOWN OF BARNSTABLE $ 30.CO No............:,. FEE.....-•--••---------•--. Disposal Workii Tnmitr ion rrntit Permission is hereby granted.....J.P•,-Macomber...Jr. to Construct ( ) or Repair �X=�an Individual Sewage Disposal System at No..3l1._Hir�hla,nd Drive .Centerville . • ................-••--------------••------•--•------••------------•-••••--••-•----•-•-•--••--•--•---•------.-- Street f �_ J!� as shown on the application for Disposal Works Construction Permit No___ _____ _________ Dated.......................................... ............... ••••---•�<�------------------------------••----•--•----•----.--•---.-•_ DATE_---------•-------------------------------------•-..........................._. Board of Health FORM 36508 HOBBS Q WARREN,INC..PUBLISHERS PROVIDE PRECAST CONCRETE �_ FINISHED GRADE OVER TANK EL. = 58.6± EXTENSION RISER WITH CONCRETE FINISH GRADE OVER D-BOX= 58.9 ± FINISH GRADE OVER CHAMBERS = 60.6� - 60.2' GENERAL NOTE S TOP OF FOUNDATION COVER TO WITHIN 6"OF FINISH GRADE ° SLOPE @ 2/o MIN. OVER SYSTEM ELEV= 62.9 ±- CONCRETE RISER AND COVER 3/4"TO 1-1/2" DOUBLE WASHED STONE TO 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION OVER INLET AND OUTLET COVERS. TO WITHIN 6"OF GRADE 4"SCHEDULE 40 PVC MIN SLOPE 1% ACCESS BOX WITH COVER TO GRADE CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH 4 GRADE 5" DIA. OUTLET(S)@ FND. EL.= VARIES (SEE NOTE#21) 2"OF 1/8"TO 1/2" DOUBLE WASHED STONE CODE AND ANY APPLICABLE LOCAL RULES. --- ---- ------- - -} 1 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE PLACE RISERS ON ALL DESIGN ENGINEER. TOP OF SAS = 57.63' CHAMBERS WITH PROPOSED 4" 9"MIN. INLET PIPES TO 6"OF 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL EXISTING 4" �- __�_r PVC SEWER PIPE 56.80' 36" MAX. ' SYSTEM UNLESS OTHERWISE NOTED. SEWER PIPE .�� � BREAKOUT EL = 57.30 FINISHED GRADE - �� 3" DROP MAX PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6 3' 2" DROP MIN 3 9 JOINTS (TYP.) o ELEVATION = 57.30' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A LJ_Z- 10" 4" PVC IN FROM �`�� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 5714" *58 3++ SEPTIC TANK FC OUT TO 0 0 O 0 0 0 0 0 0 O op THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. OING FACILITY o �b T Apo o o 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. CONTRACTOR 00 CONTRACTOR SHALL OUTLET TEE 57.60� MIN. 57.43� 2�12" op006• THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48" VERIFY CONDITION OF op ap 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 00 AND CONDITION OF EXISTING TEES 22"ZABEL FILTER 6"CRUSHED STONE o 0 0 0 oop 0 0 0 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS MODEL#A1801-4x22 OVER MECHANICALLY o - NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE AND DESIGN ENGINEER. 4.0' 8.5'(TYP) 4.0 3.55' 4.9' 3.55' S OUTLET DISTRIBUTION BOX 25 0' (TYP ) 8- ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 60.00' ESTABLISHED TO BE INSTALLED ON A LEVEL STABLE < 49.59' ON A NAIL SET IN A FENCE POST AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET Ir.4_80� GROUND WATER ELEV.= 12.0 ' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW 2 - 500 GALLON CHAMBERS 5'MIN. CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES SEPTIC TANK PROFILE TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. "CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR NOT TO SCALE DISTRIBUTION BOX DETAIL CHAMBER DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE TO ANY WORK& NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE STRUCTURES SHALL BE MADE WATERTIGHT. 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TEST PIT DATA h • • ' REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM • • ;• ! • M . / APPROPRIATE AUTHORITY. ` * + !-- , • • INSPECTOR- Donald Desmarais 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS M LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE • • • « EVALUATOR: John Churchill Jr., P.E. + + �e " • • * ! THEY SHALL WITHSTAND H-20 LOADING. • • �'8 D ' DATE: July 27, 2007 # ••` •'� + ' 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. \ + ++ • • •• +• + ;+ I TEST PIT#: 1 • +► +• • + • 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE • O�y + r + + * • • • � ' ELEV TOP = 60.6T • •+ • # MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. • • +• •�► • ; ELEV WATER= <49.67' I REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, -q \ w '" . •• �` a + •`q O- + • • ` < 2 Min/In PERC RATE FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). y {,� ' +� • • + a I _ w �' + ' ! 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN x + ��• # Ma DEPTH OF PERC = 44"-62" i SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 4 `" �y • ••+ • « ` • • TEXTURAL CLASS: 1 16. PROPOSED PROJECT IS LOCATED WITHIN: v is ./' • 8M fits ASSESSOR'S MAP 189 PARCEL 119 ko Hat cr) \O F OWNER OF RECORD: KATHERINE A. MATTHEWS \O h y \Fps + •+ • ! O 60.6T A Loamy Sand ADDRESS: 31 HIGHLAND DRIVE Q, \10,9 • • ' o 10 Yr 4/2 CENTERVILLE, MA 02632 ti CB/D �0� �F� ,�I y * • 12" 59.67 FEMA FLOOD ZONE C MAP 190 (FND) y �tiT �Q.r/C COMMUNITY PANEL# 250001 0015C ti PARCEL 52 \ \yiOJ %, C�,,11 rail • B Loamy Sand 10 Yr 5/6 17. DEED REFERENCE: O� y Geri Q .... s Q • LAND COURT CERTIFICATE NO. 135593 w + * , 36 57.67 18. PLAN REFERENCE: 0& ` � ` i LAND COURT PLAN NO. 30545-A(SHEET 2) \ -x 44" 57.00' EXISTING 1000 GALLON SEPT0C TANK TO BE UTILIZED AS / 3 \ •� + + * • Perc trt 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. PART OF THIS DESIGN (EXISTING OUTLET TO BE PLUGGED) / • +� , 62" 55.50' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY / • • ` . + Medium Sand FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY EXISTING DISTRIBUTION BOX TO BE ABANDONED ^` �, - - - • - =- - +- * C 2.5Y 6/4 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. / �g2 VP \ (30% Gravel) 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A EXISTING LEACHING PIT TO BE PUMPED - _ / \ / ' DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A AND FI(_R-FD WITH. CL FAN. GC)ARSF SAND � / _ S 7 �Ao, LOCUS PLAN_ REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. PROPOSED DISTRIBUTION BOX \ / _ HC 1 #31 ' EXISTING - O, SCALE: 1"= 1000' - PROPOSED 2-500 GALLON / HC 2 3-BEDROOM DRIVEWAY y/„ 132" 49.67' LEACHING CHAMBERS - LEGEND / DWELLING \ No Mottling, Standing or Weeping Observed TOF = 62.9'± \ \ 50 -- - EXISTING CONTOUR UP#731/3 LP PATIO - _ o�H�w B UP#\ DESIGN DATA ii-51 n 646/11 TEST PIT DATA PROPOSED CONTOUR Oy (1 \ o - / � MAP 189 (FND) ❑/H/W EXISTING OVERHEAD WIRES Benchmark � / � O � 62 NUMBER OF BEDROOMS (DESIGN) 3 INSPECTOR: Donald Desmarais Nail in Fence Post � - \ ��' � GAS -- EXISTING GAS LINE / 8 \ PARCEL 119 EVALUATOR: John Churchill, Jr., P.E. Elev. =60.00' Ifs (F,ND) 6' DESIGN FLOW 110 GAUDAY/BEDROOM O 5 �- 15,000 S.F. ± DATE: July 27, 2007 Approx. M.S.L. ,O ,_ TOTAL DESIGN FLOW 330 GAUDAY W W-- - EXISTING WATERLINE (2 (4 \ TEST PIT#: 1 TP1O 60.6T DESIGN FLOW X 200 % = 660 GAUDAY -X-X-X-X-X EXISTING FENCELINE \ / 1 ELEV TOP= 60.59 TP 2 USE EXISTING 1000 GALLON SEPTIC TANK `6 ELEV WATER= <49.59' FOB, O� 0.59' y �s o / � TEST PIT LOCATION 'cod \ \ 7 SHED ✓ 'Al MAP 189 PERC RATE _ LF \ (3 O \ �0 , PARCEL 120 LP EXISTING LEACHING PIT DEPTH OF PERC= I / STK-TK INSTALL 2 - 500 GALLON CHAMBERS TEXTURAL CLASS: 1 Q Q EXISTING 1000 GALLON SEPTIC TANK <- 0 (FND) SIDEWALL CAPACITY PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY 0" 60.59' (25' + 12')(2 ) (2' ) ( 0.74 GPD/S.F.) = 109.5 GAUDAY A Loamy Sand ❑ PROPOSED DISTRIBUTION BOX GeC/ ��O'9 \ 10 Yr 4/2 C 12" 59.59' BOTTOM CAPACITY 0 PROPOSED 500 GAL. LEACHING CHAMBER yy0& C-ATCA> (LENGTH x I� 0, �; (25'x 12') (0.74 GPD/S.F.) 222.0 GAUDAY B Loamy Sand WIDTH ( )0.74 GPD/S.F. = GAUDAY _ J BASIN \ 1 GUY WIRt 10 Yr 5/6 \ \ B/D H 36" 57.59' REV. DATE BY APP'D. DESCRIPTION P#731/ �-- (FND) TOTALS: _ _ _. TOTAL NUMBER OF CHAMBERS 2 PROPOSED SEPTIC SYSTEM UPGRADE MAP 190 TOTAL LEACHING AREA 448.0 SQ.FT. PREPARED FOR: PARCEL 257 TOTAL LEACHING CAPACITY 331.5 GAL./DAY CAPEWIDE ENTERPRISES Medium Sand C 2.5Y 6/4 LOCATED AT (30% Gravel) 31 HIGHLAND DRIVE CENTERVILLE, MA 02632 SWING-TIES SCALE: 1 INCH = 20 FT. DATE: JULY 31, 2007 DESCRIPTION HC 1 HC 2 132 49.59 0 10 20 40 80 FEET No Mottling, Standing or Weeping Observed u � LEACHING CORNER(1) 33.0' 34.9' 44' - - f�"���{� RESERVED FOR BOARD OF HEALTH USE JOHM *'' '51; PREPARED BY: �N LEACHING CORNER(2) 45.0' 46.2' o JC ENGINEERING, INC. crVLEACHING CORNER(3) 51.9' 45.8' NOTE: 40 ';u"o 2854 CRANBERRY HIGHWAY LEACHING CORNER(4) 41.9' 34.4' 1.) MAGNETIC MARKING TAPE SHALL BE EAST WAREHAM, MA 02538 DISTRIBUTION BOX (5) 36.5' 31.5' SITE PLAN- PLACED ALONG THE TOP EDGE OF EACH 508.273.0377 SCALE: 1" =20' SEPTIC SYSTEM COMPONENT. Drawn By: BSM Designed By:BSM Checked By:JLC JOB No. 1277