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HomeMy WebLinkAbout0063 BILTMORE PLACE - Health LOT 4 BILTMORE PLACE 1V CE_NTERVILLE YA — 174 00t D �lll 1 _� Ja.RE`Y`IZ°�o UPC 12534 No. 2 15 3LOR �sT.�oNSJ� HASTINGS, MN No. _` Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLEa MASSACHUSETTS I Rpplication for Miopool broem Conotruction Permit Application for a Permit to Construct( )Repair(Viloulpgrade( )Abandon( ) ❑Complete System dividual Components Location Address or Lot No. 3. Q t�„� fJ�,e��` �` , �e Owner's Name,Address and Tel.No. / Assessor's Map/Parcel /� G Inst er' ame, ddress,and el.No. Designer's Name,Address and Tel.No. ITS wv�of girt,/ to, s, Type of uildin Dwelling No.of Bedrooms q Lot Size 2-01 06 sq.ft. Garbage Grinder(X19 Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow �d gallons per day. Calculated daily flow y60 gallons. Plan Date 2// Number of sheets / Revision Date Title Size of Septic Tank r,)c 13-bD 741 H-/® Type of S.A.S. 3-JVV 9e/ ///D Q" Description of Soil l?j 2 7 7:7 Nature of Repairs or Alterations(Answer when applicable) : /' . J S (I -S J r aa,.,6*f VIA 3 1/-/y P� Sg l G4"lo.ko�J V" ` y". � rd�t—e Q U�i 4—r,�o� C(-TX?7.a x 7) ON 1" Date last inspected: Agreement: _5 i/�ti., � (teo) ��� �-�--�p 2 Yll,9 The undersigned agrees to ensure thec struction and mainte nce of the afore described on-site sewage disposal system in accordance with.the provisions of Tit e the Environmen Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by i and of He Signe Date Application Approved by Date Application Disapproved for the following reasons 01- PermitNo. '� Date Issued i No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION- T,OWN OF BARNSTABLE, MASSACHUSETTS application for igozar 6petem Construction Permit Application for a Permit to Construct( )Repair(,'`I),e5grade( )Abandon( ) O Complete System E dividual Components Location Address or Lot No. 1/�h j C Owner's Name;Address and Tel.No. Assessor's Map/Parcel � `J - 00 -o q nvI 1 Installer's 1jarne,Address,and Tel.No. [ Designer's Name,Address and Tel.No. s-v yz7-3FG z Type of uid4ing: Dwelling No.of Bedrooms Lot Size 2�1 06 sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 1/`/d gallons per day. Calculated daily flow �1 0 gallons. Plan Date' .11-%ZA o Number of sheets f Revision Date - Title Size of Septic Tank r.X 4 N-/A Type of S.A.S. 3- _S 99/ f/ W G44,-w►A-.e-rJ Description of,Soil Nature of Repairs or Alterations(Answer when applicable) 66A66V t pw4 S S 0 ' S-00 5A- I ,6e.1 -t_'1 44 -3 T_ 0 a,uuij L11 ,rl/ A,__f C�_ A t%tA dvh _ Date last inspected: cn,, I, f2 y Agreement: ` S `_ G, .�l un� a.p � !� �O The undersigned agrees to ensure the co truction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 e Environmental ode and not to place the system in operation until a Certifi- cate of Compliance has been issued by t (I d of Healt Signed Date Application Approved by U / / Date Application Disapproved for t e tollowi g reasons Permit No. f Date Issued `�N ! THE COMMONWEALTH OF MASSACHUSETTS I.�Zt7 BARNSTABLE, MASSACHUSETTS 7. °o , (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( )Repaired ( )Upgraded( ) Abandoned( )by at has bee constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. —/ dated Installer Designer The issuance of t is pe it shall not be construed as a guarantee that the s em it function as de i� ed. Date J ! Inspector A CC No. —.._--—————— ----------------------'� ®Fee T,Cj�� I �J� /// THE COMMONWEALTH OF MASSACHUSETTS 7`l `IV7 _0711 PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpool *p5tem Con$truction Permit Permission is hereby granted to Construct( )Repair( �rade( )Abandon( ) System located at _/T� UA41 X4T421 -4:144 ./ 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: Construc ' n 7tr completed within three years of the date of this permit. Dater / _Approved by TOWN OF BARNSTABLE LOCATION SEWAGE# VILLAGE e e%v �ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. 3— ct Sv►�SG SEPTIC TANK CAPACITY J,Soo 9 c, LEACHING FACILITY: (type) ��foo g�,�, �,.,�.��rs (size) 33.J 13 NO.OF BEDROOMS OWNER PERMIT DATE: (O`/Sr COMPLIANCE DATE: `/ tD Separation Distance Between th't: 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 F�on� A ,P� ` 33a3`5'' i3 33' Town of Barnstable Regulatory Services Sl, Thomas F.Geiler,Director Public Health Division MAM yq Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 41 ` 7 BO Sewage Permit# /0 M Assessor's Map/Parcel 1711-067®20 Installer&Designer Certification Form Designer: teA rb1 t-7 Installer: Address: J?0S.e- Later Address: YY►2_.1 � R , On was issued a permit to install a (date) m ler) septic system at 3 6(&Wyo-t_ G e based on a design drawn by (address) 6, dated .J a t•. 12,1 Z® r (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. Stripout (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&Loc 1 'ons. Plan revision or certified as-built by designer to follow. Stripout(if pv ted and the soils wer found satisfacto GLEN c ERIG o HARRINGTON Z­' taller's Signature) " No.1070 a qM/TaREP (Desi is gna e) (Affix Des!gffd*§Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. t gAoffice forms\desipawrtification form.doc i..4 C Town of Barnstable Po 11a, 777 Department of Regulatory Services Public Health Division Date /3/C)5 �Ar�n ���b� 200 Main Street,Hyannis MA 02601 Date Scheduled �13 0 � ' Time Fee Pd. 4 Soil Suitability Assessment,for Sew a e zsposal Performed By: �• G�Y�i� 1� C —11 Witnessed By: LOCATION & GENERAL r,�O Location Address gATIOND1 p h �3 �� ►'I �r� i IQ�Ls Owner's Name cCl�'��SJ'no���( �Qj/ i Address r 17�/ab'7/®� Engineer's Name*�f(,11 �'�Q rY/1�l NEW CONSTRUCTI liQR REPAIR Telephone# Land Use 1/� Llx- Slopes(go) 3—f Surface Stones ✓1� Distances from: Open Water Body Ft possible Wet Area'fit it Drinking Water Well /� ft Drainage Way 3 O�'1 aft Property Line = -o_____ NT"— — —---_.__Ft Other ft SKCTCH: (Street name,dimensions of lot,exact]ocations� ! erc tests,locate wetlands fn proximity to holes) 1 e Parent material(geologic)._/V 1 VY-N:►. Depth to Bedrock Depth to Groundwater. Standing Water in Hole: ti V�,k. Weeping from Pit Pace ifi� �-.R Estimated Seasonal High Groundwater A'.?". Method Used: DETERMINATION FOR SEASONAL I'IIGH WATER TABLE Depth Observed standing in obs.hole: 0 . Depth to weeping from side of obs.hole: in. Depth to soil mottles: Index Well# In, Groundwater Adjdstrrtent ln, Reading Date: In Well level ft. -- Adj,factor-..� AdJ,drountlwaterLave! a Observation PERCOLATION TEST bate tz d�Time.f/r� Hole it Time at 9" Depth of Pero 6�•�� --__ _— Time at 6" Start Pre-soak Time @ Time(9"•6") —. End Pre-soak (I 77 Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed:_ Additional Testing Needed(Y/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.\S EPTIC�PERCFO RM.DOC DEE,P.OBSERVATION HOLE LOG D epth from Soil Horizon Hole# (in.) Soil Texture .Soil Color Soil. (USDA) (Munsell) MottlingOther (Structure,Stones;Boulders, --3 G ( 1 o f to c °G ravel - yv� 3 s ------------ y�z �1i0 lox Coo�yo ,_ DEEP OBSERVATION HOLE LOG Depth from Soil Horizon � Hole Surface(in.) Soil Texture Soil Color (USDA) Soil Other (Mansell) Mottling (Structure,Stones,Boulders. onsisten %Gn ye_I)__ _ ------------- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color '— Surface(in.) (USDA) Soil Other (Muosell) Mottling (structure,Stones,Boulders. Co i to c 9' Gravel DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Hale# Surface(in.) Z0° Soil Texture Soil Color Soil (USDA) Other (Mansell) Mottling (Structure,Stones,Boulders. Consi ten 1 Flood In,, Trance Rate Map; Abo;•e 500 year flood boundary No_ / Yes .+� Within 'i00 year boundary No Yes Within 100 year flood boundary No yes , Depth of Naturally 0ccurrinLi eryious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil abs,;rption system? ` e4 If not, what is the depth of naturally occurring pervious material? Certification I certify that on /o Jj - I Certify that `(date)I have passed the soil evaluator examination approved of Env r ved b P ironmen PP the tal Protection and that the above analysis was performed by me consistent with the required training, exprertise a e erience described in 310 CMR 15.017, Signature Date Q:\SEPTIC\PLRCFORM.DOC No.��► �Vy �( THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD O HEALTH l� w OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct (� Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System []Individual Components 1,197- 4 i Loca[io/7� �n ,� KNIZ— ,q� Ow�is a� _ A Map/Parcel# Vif%V\ 1/ "c/S ddress Y,A�AWPIVJ��f1 Telephone# 1 (� l/Ohl ✓ (/A;Df� �.rc.lC�7/�.EE�/2r�CF , �'l�L Installer's Name Designer's Name 77( Addr ss !LAldress ,i4- °13� 3 � 7 Telephone# Telephone# Type of Building: j Lot Size ;19/ °- Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) gpd Calculated design flow gpd Design flow provided f-j gpd Plan: Dat Number of sheets Revision Date Title I TLC / 1111,4 Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator - Date of Evaluation 5 ZG DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 an r agree place thp system in Ppe Certificate of Compliance has been issued by the Board of Health. Signed r Dated FORM I - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 y ... g 'f LF No / 16! T THE COMMONWEALTH OF MASSACHUSETTS FEE " BOARD O HEALTH - Lv OF s , APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT f _ ..Application for a Permit.to Construct (; Repair (.` ) Upgrade ( ) Abandon ( ) ;,?❑Complete System" Individual Components y (j/t 7/►. TJ1��� .,�rJ"` ' c Location Owner's ame e "1 ` Map/Parcel-/ hress /;ZJ7l/ ay7 d3��1 T Lot# / Telephone# Installer's Name Designer's Name - /Vl sr � Addr ss ; Z ddress Telephone# Telephone# +. Type of Building: 5�!ILCQ Lot Size Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building's No.of persons Showers ( ), Cafeteria ( ) y "Other fixtures t - -Desi n Flow min.re u'red d Calculated design flow � ✓ d Desi n flow provided t'J d g ( q )�gp g �gP � g P �gP f Plan: Date // VJ Number of sheets Revision Date Title _r/Tb-L /it- Description of Soil(s) Soil.Evaluator Form No"k, Name of Soil Evaluator ��"' Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS r The undersigned agrees to install the above described Individual Sewage Disposal System.in accordance with the provisions of .. r_TITLE 5 on r agree place th, system in Rper 'at"unti Certificate of Compliance'lias been issued by the Board,of Health. - Signed Date � r w FORM"1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No.;?"GPJI THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF H E A LT H CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Compbnent(s) [Complete System The undersigned hereby certify that the Sewage Disposal Sy ft t ee ),Repaired( ),Upgraded( ),Abandoned,( ) . � k by: �� has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to.application 4 . / `dated 1" -2,PAaP-6 Ap roved Design Flow (gpd) _.y7 /, b Installer "r�' f�Q_ � `� / �! �. ,.,� e l 57 Designer: Inspecto � m /#I 19 Date / hV The issuance of this certificate shall not be construed as a guarantee that th/e yytem will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 THE COMMONWEALTH OF MASSACHUSETTS FEE r• _ cp BOARD OF HEALTH rF -DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct Repair Upgrade ( ) Abandon ) an individual sewage disposal system at r07 gt1Jly 6 ��,e• as described in the application for Disposal System Construction Permit No.9- —4 4!( ,dated 9' �✓'�� ?_dr8"Ij P/^M Provided: Construction shall be completed within three years of th6date of this pe it.All local conditions must be met. Date -z�t- /!.�'� G f,�.,�s ` Board of Heal ����i_ FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBS&WARREN TM PUBLISHERS- BOSTON �3 TOWN OF BARNSTABLE (/Y (011' of LOCATION SEWAGE # QO`14 81 VLLAGE Cam[�e `U,�- ASSESSOR'S MAP-& LO` �7 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ' LEACHING FACILITY: (type) W (size) ^ 1 's►ze NO. OF BEDROOMS_ BUILDER OR OWNER PERMITDATE:'e)_G -o)CK)® COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Welland 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 w • � J C�30 F :3/ , 3 ^_ 3'H f a { k W 'I -L I! - i �x Health Division Town of Barnstable PO Box 534 � �' ''�� Hyannis, Massachusetts 02601 Fax(508)775-3344 Phone(508)790-6265 �� �-» A G M '� a w t� r, g 0 d O to �,oo •, ~ Ercr Er tz Co a n� (� M w TY) M � _ l.� �' �� �- :� `��- � � Cri N to •m t. 4 U d CJ(a L> fL cb :ZI-I kJ �) G 104.76' B.M.= 100.00' ASSUMED ON CORNER OF BOTTOM ° 10 .19' GRANITE STEP AT FRONT ENTRANCE 102.71 GENERAL NOTE 1. ADDRESS:,#63 BILTMORE PLACE, CENTERViLLE R O f v f TC 6 2. ASSESSORS NUMBER: MAP 17� PARCEL - 0 i, 102.52' 104,24' 3. D�LOPER's LOT: LOT #4 Servl 1 .57 4. TOPOGRAPHiC INFORMATION WAS COMPILED FROM AN ON THE BILTMOR GROUND INSTRUMENT SURVEY. P L 5. TOWN WATER IS PROVIDED TO THE SITE do SURROUNDING PROPERTIES. B. REFERENCE PLAN: PLAN BOOK 541 PAGE 59 , 7. UNDERGROUND UTILITIES LOCATED IN ACCORDANCE WITH DIGSAFE #200947076998 102.0 Minton Ln. 8. NO WETLANDS OR POTABLE WELLS ARE LOCATED WITHIN 150 FEET OF SAS. \. 102.01' 102.7.© 9. PRIVATE UNDERGROUND ELECTRIC EXISTS TO LAMP POSTS. 0 � �e 99.95' OG 103.913' 10. Reference Plan: "Title 5 Site Plan of Lot 4 Biltmore Place in the town of v� o c (Centerville) Barnstable prepared for: Maine Post & Beam" by Down Gape a E 6: SITE 0�`00�`01 < eQ�G 5 100.3 ' ` : 'of Engineering, Inc., scale 1'-30'. dated August 11, 2000. 11. THIS PLAN SHALL BE USED FOR THE SEPTIC INSTALLATION ONLY. 102.0 0] �g5 , LFj� 1 $. Ao� �o��o 99.67' 1 0.38 Vent do ' eh O� 99.89' ' 97 03.82 T.H. #1 103.$9' "CEN TER VI LLE" 9 0 Y LOCUS o w Design CalculgtionSNO SCALE CL p o . �' Number of Bedrooms: 4 Equivalent to 440 Gal./Day 4 Garbage Disposal: Not allowed with this design 0 99 s o Leaching Capacity Required: 440 Gal./Day c3' eon ton Application Rate for <2 min./inch = 0.74 gal/sq. ft. I� Exl�tina Proposed SAS S �. M , 9' .54' '� Proposed Leaching Structure: 1-33.5'x13'x2' Leaching Trench Remove existing SAS in accordance with onstruction 2�, 4 Bottom Leaching Area Provided -- 435 Sq.Ft. �i Note #12. Replace with 3-500 gal chambers P with 4' of stone all around. Side Leaching Area Provided = 186 sq. ft. ��� Total Leaching Area Provided = 621 sq, ft. . 5 Leaching Capacity Provided =621 s ft X 0.74 al s ft.=460 d. �. S � 9 p y 4 9 / 9• 9P T.H. #2 Ir LOT 4 CONSTRUCTION NOTES AREA= 20 006± S .ft. "�- � 41' 1, Contractor is responsible for Digsafe notification ' p e'-0 99.45' t t and protection of all underground utilities and pipes. C, X 2. The septic.tank and distribution box shall be set level on 6 of 3/4 - 1/2 stone. 3. Backfill should be clean sand or gravel with no : stones over 3" in size. 44' 4. This system is subject to inspection during installation R to Glen E. Harrington, R.S. 98.56' paved driveway 5. The contractor shall install this system in accordance ..•'th Title V of the -Massachusetts Environmental Code. 6. If, during installation the contractor encounters any SOIL EVALUATION P9161 soil conditions or site conditions that are different 4pF 7 97.46' from those shown on the soil log or in our design Sp 8S Date of SOIL EVALUATION: May 26, 1998 the installer shall halt installation and immediately notify �CF $Q' Evaluation Performed By. D.A. O jolo, SE 97.44' :' Percolation Rate:< 2 mpi for Class I Soils Glen E. Harrington, R.S. LU AT ,:;�;.._....... Witness: Jerry Dunning, BoH Agent 7. No vehicle or heavy machinery shall drive over;_the_ SOIL EVALUATION 96.96' septic system unless noted as H-20 septic components. Date of SOIL EVALUATION: December 3, 2009 96.98' Test Hole 8. Install Tuf-Tite gas baffles or equal on septic tank outlet tee. Evaluation Performed By. Glen E. Harrington, R.S. 93.08 No. 2* 9. All ° piping shall be SCH 40 PVC.Excavator: Joyce Landscaping DEPTH SOILS ELEV. , Percolation Rote;< 2 mpi assumed, 24 gals applied during presoak 10. No wells ore located within 150 of proposed SAS. Witness; David W. Stanton, R.S„ BOM Agent 92.81 row 2" 0 6.63' 11. Install 0 4" dig. SCH 40 PVC vent with carbon filter, as shown. - E. is Maintain vent for the life of the soil absorption system. Test Hole 4• 2.5Y6 2 6.6T 12. Remove leachate contaminated sail from existing SAS and replace No., 1 30• AY64 96.5 with fill according to 310 CMR 15.255. DEPTH SOILS ELEV. C11 13. The Contractor shall notify the Board of Health and the Designer 0 00.97 72" SY7/2 93' at least 24 hours in advance to inspect and certify the system. 36• FILL 7.97' PER TEST #12777 C.B. fnd son d oa DEPTH: 38 58* 96• a 91, ' 10YR3 1 � BEGIN SOAK: 11;02 am C3 Local Upaargde Approval Bwb END SOAK: 11:14 aim SITE PLAN M/F sand " oamyy son TIME: 12 MIN.- UNABLE To SOAK. • „1 20 144" 2.5Y7/4' 87.o' 310 CMR 15.405(1)(b) A variance to requested to allow the proposed SAS to be 66 10YR5 6 5.4T USE <2 MPI FOR DESIGN PURPOSES SCALE: constructed approximately 4 feet from grade in lieu of the required three.feet. PERK C1 CONTOUR I NTE'RVAL=2 ' 68"" ' *No Water Encountered This test hole is referenced as A 4" dig: vent with carbon filter has been specified. 86 ma Q� ns T:H. #1 on Down Cape Eng. Plan. a 2.5Y7/2 PROPOSED SEPTIC SYSTEM REPAIR 120" 0.97 Sail Evaluation Certification PREPARED FOR No Observed Ground Water I certify that on October, 1995, 1 have passed the soil evaluator examination approved by the DEP and that the analysis was performed by CAJ REALTY TRUST me consistent with the required aining, ex ertis nd experience described AT SYSTEM PROFILE " in 310 CMR 15.01 a. Provide a dig. bon 4o r f #6 3 B I LT M O R E P LAC E Existing Dwelling vent with carbon:filter :First FI. _ 101.89' Not to Scala GLEN E. ARRINGT , 5 HOLE H-10 Provide 4" dig, observation port (CENTERVILLE) BARNSTABLE DIST. BOX to 3" of grade ExistingGrade .99.69, Finished grade over system=2X slope away Existin Grade 09-IOV:k OWNER: C H R I STOPH E R J. & ALI S 0 N T. J OYC E CELLAR c' Septic tank covers must be D-Box over shall be One chamber cover shall be within 6 of firnshed rode within 6 of finished rode Min 2"-1 8"-1/2" Double-Washed Stone LEGEND WALL S = .02 g within 6 of finished grade or goo- tfle filter cloth S=.01 OF , .. • Level for 2' S'0.01 ft/ft -Top of Pecistone Ele96.3 t -8- APPr gcs neloeation 10 EXISTING ._ �� •�, s PREPARED BY: 6' �,_. ApproxiTato location ��' Glen E. Harrin ton, R.S. 1,500 GAL, 20 C7 © C� ® © wo er no ` SEPTIC TANK P=96.00' 24" E Leda Rose an'e In H-10 _ L'7 i= iC1 CI © C t8--- Existing contour o, H R Install Gas of a Facility Elev.=93.80' Ex.1.500 gal. H-10 loading 07 arstons Mills, MA 02648 Inv. elev.s96.48' or a ua = . septic tank p 3/4"-1Ww Double-Washed Stone 5' Min. UP lamp post lSTE el: 508-42$-3862 Fax: 50$-428-3862 6 of 3/4•-11/2- STONE LEACHING CHAMBERS P AR. To 6" OF 3/4"-11/2" STONE Hole #2 Elev. 7.0' „ SCALE: 1 =20, DRAWN 8Y: GEH DATE: 12 JAN 2010 DATUM: ASSUMED FILE: Joycebiltmore SHEET 1 OF 1