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HomeMy WebLinkAbout0106 BRALEY JENKINS ROAD - Health 106 BRALEY JENKINS RD, CENTERVILL A= 171 180 Nf slikadO JTC No 53LOR HASTINGS. MN s No. Fee � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 'Of ppricatiou for Mt!6pogar *p.5tem Couotructiou Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑.Complete Systern,14Individual Components Location Address or Lot No. /6/0 f�1e� c� Owner's Name,Address,and Tel.No. Gea- f t9�11� ✓ /�/ cA A. 1u Cll,,,J Assessor's Map/Parcel 1-71 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Tb Type of Building: Dwelling No.of Bedrooms Lot Size aCt5D sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 30 gpd Design flow provided ln71_ gpd Plan Date Number of sheets Revision Date Title (y�� Size of Septic Tank / q�1( CXLS N�Type of S.A.S. /n4ilY2fp%_ Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 Certificate of Compliance has been issued by this BLDWd of Health. Signed Date 1 Q Application Approved by Date f 7 Application Disapproved by: Date for the following reasons Permit No. a J077— Vol Date Issued I F t 2-to'�! No. �0? f ( W N g, / Fee ( !/ ` Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS PUBLIC ,HEALTH DIVISION - TOWN OF BARNSYk�Bb�; MASSACHU6ETTS Yes 2pprication for �Bigpool 6p!5tem Construction Permit Application for a Permit to Construct( ) RepairK Upgrade( ) Abandon( ) El Complete System Individual Components Location Address or Lot No. I �(G�e�"xN�l Zl t] Owner', Name,Address,and Tel.No. Assessor's Map/ParcelCFI 0 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �b�\e.S N � fok V t1 A ssa�c�kcg 833. GY�'i l Type of Building: Dwelling No.of Bedrooms 3 Lot Size /5'05d> sq. ft. Garbage Grinder ( ) Other Type of Building usP No.of Persons Showers( ) Cafeteria( ) Other Fixtures. Design Flow(min.required) ? in gpd Design flow provided aft,75- gpd Plan Date Number of sheets Revision Date Title // Size of Septic Tank / ,vG �/, J S fiN—�Type of S.A.S. - 70SO /n11�//P/Gfo/5 Description of Soil Nature oMepairs or Alterations(Answer when applicable) 1 n)�tG NE't�J 5 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 Certificate of Compliance has been issued by this B594da of Health. Signed _ Date illIzZ067 Application Approved by k,- .Date 1 b -7 Application Disapproved by: Date for the following reasons y Permit No. J OU-7- V UPI Date Issued °/ / o _.. THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (>C ) Upgraded ( ) Abandoned( )by 1 at 1N (- J has been constructed in accordance / with the provisions of rtle 5 and the for Disposal System Construction Permit No. �?(0 -vo 7 dated 9 /Z/e Installer rJ Designer () #bedrooms i Approved design flow gpd ' The issuance of this permit shall n t be co strued as a guarantee that the system0 ill u• ction asddesign� f Date 6I 1� 7 Inspector � -fJ` j/ PW V I -----------L-----—————----------------- -- No. a w 7 ` l d -7 Fee (fU i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Wi5pogal 4p!9tem Con.5truction Permit Permission is hereby granted to Construct ( ) Repair ( X) Upgrade,( ) Abandon System located at / G _ TeN k ti C Aii&(011' r 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 Date Approved by J } i Town of Barnstable Regulatory Services Thomas F. Geiler,Director 1 snxxs'rne-tom. •� Public Health Division � ar Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: �'/7�6 Sewage Permit# 7—d7��—�Q 7Assessor's Map\Parcel Designer: // �S�OL/�yhe� Installer: b j4,W111, Ar. Address: _�QIJ Address: e, AY /15 On F—/2 ---0 7 A(��Q5 4?IV!�4 was issued a permit to install a (date) (installer)" septic system at /QG ff�e �i.� A01-1S zI based on a design drawn by (address) I/jqAj*F /40 dated -/oP d Z (designer) 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 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 & Lo a1 i ations. Plan revision or certified as-built by designerto follow. qNOFMA9 a AW cy� o � VONHONE,aogf y aller's Signature) C 1 08�° SgNI TAR�Pa 4 4ke esigner's Signature) (Affix Designer's 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. Q:Health/Septic/Designer Certification Form 3-26-04.doc e.. TOWN OF BARNSTABLE LOCATION ®(r �LQ��E'Y J eN`CiaS � SEWAGE#-2-007-1/07 VILLAGE C�t3�e;trs Il ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. g a,% A MrotAri SEPTIC TANK CAPACITY /W0 LEACHING FACILITY: (type)36s0 (size) 14,t2SS X a9,°1 X a NO.OF BEDROOMS OWNER i 1 PERMIT DATE:�J�/;2�7 COMPLIANCE DATE: Separation Distance Between the: �p` Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 5 T 1W3 Feet i Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Score Q� Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) S&e (poi Feet FURNISHED BY A I 3G'(- z- 3q' Lcl� 3 wee\� 3 p- 3S / z-37°6/i s-y7 6 5 - y A i Town of Barnstable P# Departanent of Regulatory Services ' ' Public Heath Division Date sew. 200 Main Street,Hyannis MA 02601 A Date Scheduled f j ors✓ 'Time Fee Pd. 0 Foil S ' ability Assessment for Sewage Disposal PerforrrreaBy: ,d"liTf. 4©0 4W �S armed sr. � • LOCATION&GENERkL INFORMATION f,� �' Lo ation Address /% e, a� JCN�7 S ; Owner's Name � v/I-de� s /Ky i Address Assessor's Map/P*tcd- 1711 /p v t ngineees Name I/ lvD-e'•` Y040.W. NEW CONSTRU�.',I;ION REPAIR (/ I Telepbone* ��A�� S"ev, S�� (19Md r'r, -17 -Va Land Use Sf !% / slopes(%) ' Surface stones 4 Distances from ()pen Watt Body ft Possible wa Area ft Drinking Water Well _ ft Drainage Way ft. Property Line 17— ft other ft • i i SKETCH:($$beet name.danensiods6flot.exact locations of holes&pert tests,locate wetlands in proximity to holes) i . I j Parent material(gedlogie) to Bedrock 1 I Depth - Depth to amundwaker. Standing Water in Holm' Weeping ftm Pit Pace Estimated Seasonal 09b Groundwater\ D ON F R A80"L ffiGD'WATER TADLE Method Used �s in. Depth to aoll,nottlea: yld�9� In. obs.holm s Depth db�ernd amndmg�rr — � �. aroaed�mt�A uattnent • �. � Depth toiweeping from side ofobs.hole tlroundwrt Laval.,,,l�,�-� Index Welt ing Date Index Well level .fbetOr.f„r �.f►d(�. I PERCOLA ON TEST Date g a n Observation' Into at on Hole# at B" Depth of Perc Time(9"-6") --- ° 15 Start Pre-soak 15me.C� , r i 0� `s End Pre-soak Ali Rate Mm./Iach �d i Site Sultability Asstltsmont: Site Passed t! Site Failed; Additional Testing Needed(Y/N) Division Obsetvtttioti Hole Data To Be Completed Ott BAR--------- originaL•:Public He ifh s ***If Percola•ion test is to be conducted within 100 of vvetland,.yon mast first notify the Barnstable C a#servatlon Division at least one(1)wedk prior to beginning- DEEP OBSERVATION HOLE LOG ' Hole# / Depth from Sal Horizon Soil Texture Soil Color Soil other Surface(in.) (USDA) (Mill"D Mottling (St<u NM Stones,Boulders. y '/ S D V�c c 45 �� S 1.q-y 4-z einwel DEEP OBSERVATION HOLE LOG Hole# �-- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders. Consisten/ c Al . L- s 6� 6, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell). Mottling (Structure,Stones.Boulders. a , DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Sal Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. 0mvell Flood Insurance Rate May: -�--- Above 500 year flood boundary No Yes LL N 1 Within 500 year boundary No •✓ Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of tural} occurring 'o terlal exist.in all areas observed throughout the � Y g P� area proposed for the soil absorption system? LIP _ If not,what is the depth of naturally occurring p 'ous material? i Certification I certify that on (date)I have passed the roil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 3:10 CUR 15.017. Signature ZC Date 1 - w � No......................."`6 Fxs..........................._ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..------..T _ °✓ ..0F.....,-��... ���O _ i 4,.. ....-------- App iratiun for Disposal Works Tonstrnrtiun Prrmit Application is hereby made for a Permit to Construct (Y51'or Repair ( ) an Individual Sewage Disposal System at: -/ 0 )oG cats -Address or t No. ...... — 1.-_.... � 1 1............................. ----------.n. .. .- `� — -- IV �.i i^ A dress ,l 1 W44q* i t "`hhhii�`T1T1Tl�l�l�l� dr ..E. tj� "/ .....1.'✓.. .. Installer �' 1 Address Type of Building �J Size Lot...4,5"P2 Sq. feet Dwelling—No. of Bedrooms..............s3.......................Expansion Attic Garbage Grinder - A4 Other—Type of Building l__1M-%�2s!,teNo. of persons......... .............. Showers ('—Cafeteria e(= a' Other fixtures ....................==:,=-------------------••-•-......------•-•----------•----------.._......-------------------•-•------------•---••........._.._. W Design Flow....................... gallons per person e} d`7. Total ily fl9w_..........- _ _._..__.___._ alIons d� ip WSeptic Tank—Liquid capacity!?nllons Length.�.__4... Width. 9P.. Diameter................ Depth-.!!A.`.. x Disposal Trench—No. ................... Width.................... Total Length...............P.`Total leaching area...................sq. ft. Seepage Pit No.-___-__#........_.. Diameter........_..?--. . Depth below inlet.... _._. Total leaching area_._�.�'._.�. ft. Z Other Distribution box ( )<- Dosing tarilk� '-' Percolation Test Results Performed b ._.. ... _r'�`._ Date.... � _� � a Y � .......... Test Pit No. 1......Z...minutes per inch Depth of Test Pit___,/_'z....._._ Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-_._--__-__---_---.____ --------. . .: --•--•-•----......• ----------•----------•----•- ................. iZ7 � — � x Description oSoil - w Z. ----------•-----•--•.._._...•-----•-•--•-----••-•---•--••••--------•-----•--•---••••---------•---•--------------••••••---••••-••--------••-•--••-••••------••-----••------•-----•----•--.......-••---•-- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... -------------------------------------•---•-••-•----•-----•-•------------•--......_...--•---•-------------------------------------------•••-•--------•----•---•--•-----------•-----•---•••-----.......... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITIZ 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certi e of Compliance has been issued by the board of health. Signed•. ...yl. . . .. . ........ ........................... _.._. Lr Application pprovBy--•........._•--------------------- . Z �r® Application Disapproved for the following rea 01 s:--- ............_.._ -•...........................•----•---------•---....-----•-•----•-------------...---...........--•---------•-••---•-•---•--------•-•--•---------------•--------------------•-----•---------•-----••---•- Date PermitNo......................................................... Issued-....................................................... Date F No......................... FEE.......................... THE COMMONWEALTH OF MASSACHUSETTS BOARD Off` HEALTH � � � ......................•. Appliration for UiopooFal Works Tontrnrtion famit Application is hereby made for a Permit to Construct ( Y15"or Repair ( ) an Individual Sewage Disposal -....___...._.......... .. ------ --------- Address - - . ................ ... cation- or Lot No. 2 e/- a//o�.vs I�3 ..3 �,• yc.�. � .-a .s /YJ� iC"Q_Q VX Address >e,.. Installerr r, ■ �-t .--------•---------------------------•Address .. - � ries �0 V-------------- Size Lot... .`. d Type of Building � ...............Sq. feet Dwelling—No. of Bedrooms.._..,..r....`--.........................Expansion Attic—(—) Garbage Grinder (�)N Other—Type e of Building ram' "'''fy'No. of ersons__...__..�.............. Showers W r 04 YP g ----- P ( ) — Cafeteria ( ) aOther fixtures _=--•-----------------------•-•-----•••-•--••-----•------•--••-------•-•--•-•--•--••-•-----••---•- --------------------- d W Design Flow........................ gallons per person per day. Total daily flow............ ..........................gallons, �. 9 Septic Tank—Liquid capacity�.........gallons Length........_4v... Width.... Diameter................ Depth..`'......_.. 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 ( Y) Dosing,tank-(—) t ..- �" Percolation Test Results Performed by._..._�... _�..�........ ... �________________ Date..._....... ....- ....... aTest Pit No. 1.`...:_-_minutes per inch Depth of Test Pit.../..2......... Depth to ground water........................ (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a Soil -- ------•........................................................................................... �� �'� � ` - ✓ IODescription of -----••••J . -----•---- -- -- •---...•---••----•-...... W UNature of Repairs or Alterations—Answer when applicable............................................................................................... --------•--•----------------•--•----------------•----------•------------•--••-••-•-----••------•....•--......•-•-•-••-----••------•••-••--••----•----•-•-----•---.....••--••---............_._....-----• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITTLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certifjc=e of Compliance has been issued by the board of health. Signed ....................................................�`-------------------•--••. G. Application Approved B lN�> ...mi l Dat .� 6 PPY..... ..::- � � Da e Application Disapproved for the following reasons:--------•---•---••-•----•-•-----•--•-•-•---------••--•-••-...--•••-••••--•..............................••--•-� .................•--•-•---.....••--••......---•-----•-••-•••----•---•-•--•....._... ----•._.........--••••-•--•--•-•-•-••-•-••--•---•--•-•-•----•-•••-••-•-••-•----••-............•-••--. Date PermitNo................................................... - Issued-....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD ,OAF HEA�L>TH ...........O F..................................................................................... (9rrtifiratr of ToutpliFatta THIS IS TO CERTIFY, That the Individual Sewage Disposal System onstrActed ( 1r Repaired ( ) by.. -- ------.�-----•--•-•------ ----------••----------------••------•--•- ..........•---------�------------ grstalle �— at-------------------------------------7......---•-•--- ......... �' ' 'j 7:---------- has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code s due, 'bed in the application for Disposal Works Construction Permit No........ t.�P dated---. ............... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM 1A11 LONCTION SATISFACTORY. DATE...... . J.-ap-•-•-------------------------------------- Inspector.-------- ...--h......------...........--------------------................ j' t 1 f —THEE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...................... .............................................................. 570 No......................... FEE........................ Disposal Worko 0-unotrurtion frr it Permission is hereby granted............ --- ...... .............................. to Construct ( G)or Repair( ) an_Individual Sewage Disposal System / at No....... 1 � �--•--•-=� •. cN / .� �t f ��.! -� S ✓ �1'---1 4 C__c% 11 r ------�--.-----•--•- --- Street--------- ----------------- •........ as shown on the application for Disposal Works Construction Permit No________________/ _ Dated----•-.•___............_................. --.--------•---•--•--------------------------;. �jf-e --...----- ` ( Board of I�ealth DATE........... .. •. ............................... V FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS 'b C, TOWN OF BARNSTABLE to& LOCATIONSEWAGE # g& b ICI 9 9) VILLAGE e ��.� t\ e ASSESSOR'S MAP LOT INSTALLER'S NAME & PHONE 1 SEPTIC TANK CAPACITY \L 0 d — LEACHING FACILITY:(type)'l- (size) p �. NO. OF BEDROOMS `3 PRIVATE WELL OR PUBLIC WATE BUILDER OR OWNER DATE PERMIT ISSUED: DATE . COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No r W CO o o d � r� j ram, Odd LOCUS ASSESSOR'S MAP: 171 GENERAL NOTES: St e R ad PARCEL: 180 , REFERENCE: PL. BK. 6 PG. 22 1. VERTICAL DATUM: Assumed Ash�eY O Q: � 2. MUNICIPAL WATER�_AVAILABLE. - -FLOOD ZONE: C TOW of Barnstable N 3. SCHEDULE 40 PVC PIPE TO BE USED THROPGHOUT SYSTEM � #2550 010015 C (8/19/85) � UNLESS OTHERWISE NOTED. n�, Smith a 4. ALL PRECAST UNITS TO CONFORM TO toAASHTO: H-10 o O 5. PIPE PITCH-1/4" PER FOOT UNLESS OTHERWISE NOTED. c a 100.65 m 6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE WITH MA Benchmark set: Y BASIN m 7. CONTRACOTOR(TO VERIFY LOCATIONS OF Left corner bulkhead UTILITIES PRIOR TO LOCUS MAP N.T.S. (@�10 .63 a CONSTRUCTION. EL.= 101.30(Assumed) LEGEND: PROPOSED CONTOUR 100.53 Lot 147 \ 100.37 99 PROPOSED SPOT GRADE O ¢,Cw J� 15,000t S.F. S — 40 - EXISTING CONTOUR / 0.34t AC. 100,57 62' x 100.50 — 30.23— EXISTING SPOT GRADE Map 171 1S000, 4?2"F x 100,29 TEST PIT Parcel 180 ,99 88____- ___� ® EXISTING WATER SERVICE wad °h °O x �/raq,\� �� o X o WORK LIMIT LINE o 100 53°. �',c 99.55 I100 100.21 rV 0.4 7\ e�c�, �\100 �,tN OF Mg s AMY \ TH-1 1?2 . VONHONE A TERRY Gs� 99,87 �`. ,i S 9 #1068 Q Z ANN y Y 100.5r\ #106 0, 0 F $ WARNER x 101,7,4 3ti 99,80 No.38721 ff 100.01 Paved TOF=102.12 ;` n /, 99. 3 101. (Assumed) 44/ 100.0 101,67 ®{ EPTIC C V O / / 67 9 9,71 - ECT/PEDS _a. TH- / 9921 21 101.4 7: Un Garage .97 8. x �V d. Util. 9 1 9, "-- Z E T . Deck .. 0 x 83 NOTE: This plan is to be used for septic 100, /:;.;:: :::::. system purposes only and is not to be 100.57 :.....��.. 9 8,6 3 considered a property line survey. 100.06 ,100 106 BRALEYJENKINS RD.,BARNSTABLE, MA N �So s��.P�rI�,rca . d V H ,......... . , ry 62, Op, -- .......... i PREPARED FOR: 5�22,� 0,64 associates Douglas Brown, Inc. �y ti�7 a SEPTIC SYSTEM DESIGNS and 28 320 Cotuit Road Sandwich,MA02563 Mark Mellyn 101.23 x 508.833.0041 P.O. Box 489 NOTE: Existing functioning 101.01 OsterVllle, MA 02655 Leach Pit to remain. Surveying by: Terry A. Warner.P.L.S. rwh MA" R02 Hic 660 DATE REVISED SCALE SHEET NO. Scale: 1"= 20' (508) 432-&M 08/18/07 1" = 20' 1 of 2 T.O.F.(Full) - Provide Riser over D-box NOTE:All components to be marked with NOTE:To prevent breakout,final grade EL. 102.12� to within 6"of final grade magnetic tape or similar prior to final cover. of I`L.96.5 to be carried out a minimum F.G. 995 15' beyond edge of leach facility. F.G. EL: 100.5 101.5t F.G. EL. 100.Ot : . t Existing f Maintain Min.2%slope over leach facility to prevent ponding F.G. EL:99.0t Install risers w/covers over inlet and Min. 2"of 1/8"-3/4"Washed Stone or Geotextile Fabric Inspection Port within 3"to grade ° outlet to within 6"of final grade Existing ° L=14' EL.97.67 ° 4"SCH 40 PVC L=15' 3/4"-1 1/2" Double Washed Stone f-g5.4"In Ile Per Una 4"SCH 40 PVC L=10' Top of Peastone or Geotextile Fabric EL 96.5 @S=2.14%(2% 10 + " JEL. ° ° 4"SCH 40 PVC @S=1.5/o(1/oMIN) @S=7.3%(0.5%LLMIIN) 24" Eff.Depth Install Gas Baffl 97.12t EL.96.9 EL.96.73 @S=0.8%0(0.5%MIN) 4.0 EL.96.0 Bottom EL.97.37t PROPOSED DB-3 To Existing Leach Pit Use 3 Infiltrator 3050s H-10 DISTRIBUTION BOX (H-20)with Double Washed Stone 5.3' NOTE:Contractor to verify minimum (Install PVC Inlet&Outlet Tees) SEPTIC SYSTEM PROFILE (4'Ends,4'Sides ) 1000 gallon septic tank.Replace 29.4 x 12.25 x 2 with minimum 1500 gallon tank if EXISTING SEPTIC GALLON EL. 8.7 undersized or damaged. H 10 SEPTIC TANK N.T.S. Bottom of TH-1 SOIL LOG ADDITIONAL NOTES DESIGN CRITERIA SOIL EVALUATOR: AMY VON HONE, R.S. S.E.#2517 1. Contractor to confim soil suitability prior to installation. Contact BOH in the event of INSPECTOR: DONNA MORANDI, R.S., BOH varying soils from original soil test. Number of Bedrooms: Existing 3 Bedrooms DATE: AUGUST 9,2007 10:00 AM PERCOLATION RATE: <2 MIN/INCH 2. Existing leach pit is functioning and is NOT failed. Leach pit to remain and be Soil Type: Class I reconnected to new d-box servicing proposed leach trench. Contractor to confirm Design Percolation Rate: <2 min/inch TH - 1 TH - 2 elevation of leach pit to maintain gravity flow from new d-box. Daily Flow: 330 G.P.D.EL.99.09 EL.98.70 3• Water line to be sleeved at any sewerline crossings and within 10'of any septic Design Flow: 330 G.P.D. (Min. Required) components, as needed, per Water Department requirements. A/E Flu Garbage Grinder: No Sandy Loam 4. Existing septic tank to remain. Owner must maintain easy access to minimum one Leaching Area. wired: 1oYR3/3 eacn Re 9" i 97.95 cover for inspection and pumping services. q (330)/0.74 = 445.9 S.F. 5" 98.67 Loamy Sand Sandy Loam 5• Maximum 3'of cover to be maintained over leach facility. Regrade area over leach Septic Tank Required: 1000 Galion (Existing) 18" 10YR5/6 97.59 12" 10YR4/2 97.7 facility to maintain maximum cover. Use 3 Infiltrator 3050s with Double Washed Stone: C1 B (H-20)4'on Ends, 4'on Sides: 29.4'x 12.25'x 2' Loamy Sand Loamy Sand FLOOR PLAN 2.5Ys/6 10YR5/8 Sidewall Area: 2(29.4'+12.25')2' = 166.6 S.F. 39" 95.84 30" 96.2 Bottom Area: 29.4'x 12.25'= 360.1 S.F. C1 N.T.S. ; Total Area: 526.7 S.F. @ P Coarse Sand C2 49"Bo tom Coarse Sand 2.5Y6/6 Design Flow Provided: 0.74(526.7 S.F.)= 389.75 G.P.D. 2.5Y6/4 5%Gravel Bath X Dining 106 BRALEY JENKINS RD.,BARNSTABLE, MA Bed 1 Bath � / =r ROOM YCD PREPARED FOR: associates Douglas Brown, Inc. 120"1 189.09 120"1 188.7 ! SEPTIC SYSTEM DESIGNSCD a n d PERC RATE: <2 MIN/IN.(Cl&C2 Horizon) 24 Gallons in 10:18 minutes 320Cotult Road Mark Mel lyn No Groundwater Observed in TH-1 orTH-2 Bed 2 Living Sandwich, .00 508.833.0041 P.O. Box 489 Approximate groundwater per Barnstable Groundwater Map @ EL.79.09(20't below grade) Bed 3 Room Groundwater adjustment:Well SDW 253,Zone C,July 2007(1.6')(18.4't below grade EL.77.51) Ostervil le, MA 02655 I,Amy L.von Hone,R.S.,hereby certify that I am currently approved by the DEP pursuant to Surveying by. 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been Terry A. W�gRoadP.L.S. performed by me consistent with the requirements of 310 CMR 15.017. 1 further certify that Harwich, MA 0260 DATE REVISED SCALE SHEET NO. I have successfully passed the Soil Evaluator's Exam on November,2004. (508) 432-&3W =ill 08 18 07 / / 1 20' 2of2 t