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HomeMy WebLinkAbout0011 LITTLE POND ROAD - Health 11 Little Pond-K00.CA ; L L$ A=065-014 1 u / TOWN OF BARNSTABLE r,LOCATION L,� � ��� /(� SEWAGE# VILLAGE d/ f ASSESSOR'S MAP&PARCEL OGt`of INSTALLER'S NAME&PHONE NO.�� v 4 SEPTIC TANK CAPACITY /liDO CaL L%x�r. nf LEACHING FACILITY:(type) �o (size) /7 NO. OF BEDROOMS 3 OWNER PERMIT DATE: Y-le// COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) — Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY of -.OY;�f J.2,r0J No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered incomputer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes RppliLation for Misposaf 6pstpm Construction 3permit Application for a Permit to Construct( ) Repair(/) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components P Y P Location Address or Lot No. I/4�4_ PkJAd- Owner's Name,Address,and Tel.No. Assessor's Map/Parcel p&,j g Installer's Name,Address,and Tel.No. 50�' off&—$�a�, Designer's Name,Address,and Tel.No. �'vgf-lf�8i Dorj,o btl; (br)s4-ruC+;cam P6•8ox %q Type of Building: Dwelling No.of Bedrooms 13 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building 19alo-j k4 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ��3 U gpd Design flow provided c.7 gpd Plan Date Abo, ace f Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. — LQ)0jc� S Description of Soil Nature of Repairs or Alterations(Answer when applicable) a �Q �77 Date last inspected: Agreement: The undersigned agrees to ensure the construction an maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Envir e Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of th. jySi ned pj Date /Ci /Application Approved by Date Application Disapproved Date for the following reasons Permit No. 2, �` Daf&15sued_. -- ------------------- 7 k No. V a Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 4plication for Misposal Opstem Construction permit Application for a Permit to Construct( ) Repair /' Upgrade Abandon Complete System Individual Components P ( ) Pg ( ) ( ) ❑ p y ❑ Location Address or Lot No. //Li e Owner's Name ddress,and Tel.No. S• A44r,�,r,s IYtii15 �c e une 464ey Assessor's Map/Parcel otos v/y Installer's Name,Address,and Tel.Ijo. �'� -L/o�FS_ (��, Designer's,Name,Address,and Tel.No. 5v�•l�a�• L3o:1�oLcsf}� Cc�nS4-(-ur-'on f?0.6oX ` ,—/ ��/erl F, 1i�i!/ii� n� Q.5- off Ala rs-bns 11 o a(,Y ve c..r7• art is c�at�yg i Type of Building: Dwelling No.of Bedrooms 3 Lot Size �Jy'73 sq.ft. Garbage Grinder( ) '1 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) U gpd Design flow provided 3.S3 gpd Plan Date �l.kh /$ , o�?r� Number of sheets Revision Date Title Size of Septic Tank 4413 Type of S.A.S.�, S009c: � p S •Description of Soil , } v - Nature of Repairs or Alterations(Answer when applicable) le„LY_.t—t �r.� ,,, L.G� r, �e% 61X:11r1y�lell A ` �f'7'7 < , �f Date last inspected: Agreement: The undersigned agrees to ensure the construction'an maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviroaire Code and not to place the system in operation until a Certificate of••. Compliance has been issued b this Board of Heal Si ne 0 „ Date / �C3 Application Approved by 4 v (, ( v v Date I Application Disapproved`by v Date ) for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned ,,��( )by�r to(O i �i►YStf p P1 , Y�G at a 4a�Pord k —mf rs onS f w-5 has been const cted in accordance with the provisions/of Titl 5/agd the for Disposal System Construction Permit N . f r dated Installer /�y/� ��iv�-t- ( fG[C7'�,iy� Designer /�tl #bedrooms � 'S Approved design flow �a gpd The issuance ff Jthi es erm/it shall not be construed as a guarantee that the system will function as designed. Inspector No. - - - == -�----------= - - - - _ -----------------Fee ---- --._- -- -�,. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair Upgrade ) Abandon( ) System located at // /-06w, - / /Q/JS7Y1/�S 5 and as descried in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:ConstructiQh must be completed within three years of the date of this permit. Date `/ Approved by r Town of Barnstable Regulatory Services Thomas F.Geiler,Director IKAM ` Public Health Division 16 Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: ( /4 It/ Sewage Permit#OZOW—e274 Assessor's Map/Pareel 1 S - /y Installer&Designer Certification Form Designer: Ie4I ', FL",(e I ks'ti& , Installer. P-06 e,,-t- ITCl -lVd, Address: L e cd cx Fvs-e L m Address: /T15 /l L6 4,p On //,,1 was issued a permit to install a (date) (installer) septic system at /, L a /1141 based on a design drawn by (address) C/e h in &Vti .S► dated /' �II F (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&Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if required)was inspected and the soils were found satisfactory. 9 gc� GL g URI m (Installer s Signature) C U HARRING�"Q! Hai�07� igner' i afore (Affix Des ) 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 BARN ABLE PUBLIC HEALTH DIVISION THANK YOU. gAaffice formAdesignercerfiftetion formdoc Town of Barnstable P# 1 3 6 Y 3 Departinent of Regulatory Services ,, ,,, s Public Health Division DateOBIA Asa: .639.h�� 200 Main Street,Hyannis MA 02601 Mld Date Scheduled y Time Fee.Pd. i Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By: V1i le LOCATION& GENERAL INFORMATION Location Address O IJA I e-y /l L��l-e �vutJ /����,/J:6 i Owner's Name �✓ ` &A)-ftrw .s(i/ /�J Address ��Q—VI.R Assessor's Map/Parcel: ��f —�`y Engineer's Name NEW CONSTRUCTION REPAIR Telephone# 1tSlrlc t,&4 �^a Slo � S Surface Stones /rs Land Use �L pes(%) ' Distances from: Open Water Body 7 Z QO ft Possible Wet Area Zd� ft Drinking Water Well �ft r Drainage Way ft Property Line x Z-0 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) _ 2 a Ilk J � � 0 .tv� a3kooaa - Parent material(geologic) 19V41V Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit FaCe Estimated Seasonal High Groundwater > jZ 1 DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottl.: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft Index Well# Reading Date: Index Well level .. Adj.lhetor Adj.Groundwater Level PERCOLATION TESL' Date xh Observation Hole# Time at 4"Depth of Perc Time at V Start Pre-soak Time @ -- 'lime(9"-01) -- �-- -- — End Pre-soak Rate MinJlnch 7 2 rr �� W. Site Suitability Assessment: Site Passes] 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:ISEPTICVERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones;Boulders. Consistcnc ravel) ? © w Ll 6 rlic� C1 Ik v 'lZ �r �� j It DEEP OBSERVATION HOLE LOG Hole# z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) z , L S 16 e 7/ tiv 2� ,6 n f r L /raY�2 'lz �V isa�; rz © — cf !✓Z fo�d /0 y 7 p °® 'wi DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Con iste %Gravel) DEEP OBSERVATION HOLE LOG , Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones;Boulders. Consi e Flood Insurance Rate Mau: - — Above 500 year flood boundary No_ Yes _- 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 naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Y _— If not,what is the depth of naturally occurring pervious material? Certification / r(date)I have passed the soil evaluator examination approved by the I certify that on Department of Environmental Protection and that the above analysis was performed by me consistent with the requir:2rx pe ' nce d cribed in 310 CNM 15.017. Signature. Date `r Q.\SEPTIOPERCFORM.DOC TOWN OF BARNSTABLE - LOCATION SEWAGE # VILLAGE ASSESSOR'S MAP & LOT 3► INSTALLER'S NAME & PHONE NO. c 5a-� IN Lk/�_,L.�'�� ���f•����, j SEPTIC TANK CAPACITY crj(") LEACHING FACILITY:(type) D R- (size) C yf' NO. OF BEDROOMS . PRIVATE WELL OR PUBLIC WATER U BUILDER OR OWNER 8 d rSZ4 DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No 1 ��(��<". �. � � "n( D+` y' .t �"r -- �� ��� �i � Sri ra- p it � � ���/ /3,��, vvv ����i� No..��'125 .. FEs... S'41*0 THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH �'a..w. ... .....oF.........BR. !�1.ST .$LE----••--•................. Appliration for Disposal Works Tnnstrnrtiun ramit �I Application is hereby made for a Permit to Construct (>C) or Repair ( ) an Individual Sewage Disposal System at: M14= LdT S L I.......................l ESTATES / Location-Address .PK.t�. x.l�l._ FAA...z� u sT L tTT!-E_....Pa n_.�RQAP.. ._ er l•• ....................................... nl�1l��d.���.��� Mddr�.ToNS. Installer Address U Type of Building � .� Size Lot45}073.±..Sq. feet Dwelling No. of Bedrooms___...................................Expansion Attic (No) Garbage Grinder No) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures ...... W Design Flow.......65............................gallons per person per day. Total daily flow......3 Q.._..................._gallons. WSeptic Tank—Liquid capacityli.000gallons Length 8 ..... Widthl-'JP". Diameter---------------- Depth5._"Of— x Disposal Trench—No. .................... Width.................... Total Length.........._......... Total leaching area....................sq. ft. Seepage Pit No.......I------------- Diameter...1 ....._..._. Depth below inlet.5,4 7.'.. Total leaching area..Z.55...7...sq. ft. Z Other Distribution box (X) Dosing tank ( ) W Percolation Test Results Performed b .__AFE.C-0D-StfRVE CD(/SUGTAFtTS]�ate-------------7- 86 ---- ' ------ ............... Test Pit No. 1----A........minutes per inch Depth of Test Pit-.�4.y_.- Depth to ground wa �• C LiF p,�A(� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground _ _......, .�. UP' ••-•-•--...•-----•----------••----...._..•-•--•......-----•----•...---•• ....---••----•........-•--- 4�' O p7�' a i� $�EPH-CA} 3eOsc�iption of Soil A-- �-4 �r Q -..fbP��IL. SUB���L------------------------- I�LLYtY....... 1rz�a.... MPgGT'SILT$`GLA MOTTLED - WILSON W �o�o-�:•14 q-�_STRATI F 1 EP...SH_..P..Srt`.. A{�El...- No.3021=3 top N ,a U Nature of Repairs or Alterations—Answer when applicable...............................................:............... : 90 01STE Agreement: �`�` 3 The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accorGdance with /` ,;" the provisions of iITLL 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Complia ce has een­is ed b the boa of health. Sign .� .......••. --- .� ApplicationApproved By.......................•••....•.... • . ...... --- .•. .......... . .............. ----•••--•G-_.... t......--------- Date Application Disapproved for the following reasons--------------------------------•---------------------......--•................................................ ................................... .....---------••••--------•----•---•-•--------•------•--••-----....-----•----••-----•--••......•--•----•-••--•w.....a ............................... -••••--•-------•••--•------•••... ....... Permit No.... ------•-••--------....••••••-•-•-••.__..__.._ Issued. _ F 'r s - r x No........................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..�d.w....4_ .......OF_..... hl.5TA_15.A-,E Appliration for Uhipaiittl Vork.5 Tnntrnrtiun Permit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: L ITTI.... �bNp.RD... .,3ARyS:..... .A ry r L.ca-r 5 ,� LITTLE- ' --Fb .ST-aTE ------ - --- •• - Location-Address or Lot No. " L).t 'L >??_...f �a ....................................... _.._. Owner _Ale Address a Installe -y i/�'� / �(.7�' Address + UType of Building Size Lotj.Q75..a_..Sq. feet Dwelling—No. of Bedrooms......... ..............................Expansion Attic No) Garbage Grinder No) Other—T e of Buildin W —Type g ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther-fixtures ••. -•-----•-•-••••-----------•••--•---•-•---••.......-•-••-••--•--•-----•---•----•-••------••-•-------•-....••••-----•-•.........•-••-••----•---••-- w Design Flow......! ............gallons per person per day. Total dail flow.. gal g g P P Y ------•-------------- Ions. WSeptic Tank—Liquid ca.pacit)4 gallons Length ��... Width`'`_� .... Diameter________________ Depth5...48.`.... x Disposal Trench—No. .................... Width.................... Total Length..................... Total leaching area....................sq. ft. Seepage Pit No......�.............. Diameter...10_......... Depth below inlet...ar'...47.___. Total leaching area...5.7...sq. ft. Z Other Distribution box (X ) Dosing tank ( ) aPercolation Test Results Performed Date... '. .. Test Pit No. 1...A........minutes per inch Depth of Test Pit-J.----....... Depth to ground wa .� '9•�`9 fs, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground s''..-STf-HEN--- O Description of Soil . - 0"-W"_ f OP501 L. $� .......................................Lt l t a RLLxN....... WILSON..._.. try U 30 !p(A'�CCMPgCT 511.T'�`GLAiVI CIPI�LE©� .00.'Q No.30210 ............................................................. w .i44t.RAriFIEP. 3ANo-- `-- �,AV&L 9u_.cG1ST�� .� -- - - - •-- - - ccEe�U Nature of Repairs or Alterations—Answer when applicable--------------------------------------------------------------- ._ sS/pN 1. --------------------------------------------------•-------------------•-----------•-••--••---....-----•------------------------------------------------•-•--- . ----- ........................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITTIE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed................................. ---•-•-----•-------------- •• ............. ..........................-.... Application Approved BY ...---•------------t:..--------- 1� .... --r ,. Date D Application Disapproved for the following reasons----------------•--------------------•-----------------------------------------------------------....•--••.....-- .........--•---•••-••-••••---• -----••....---•-•--••---•-•---•-----•--•-••----......--•-...-----•-•....... --------------------••a r ?`� Datc PermitNo...---:................................................ Issued_ �`t ........................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �3... IlrJs . a ..................O F......... .......................................................................... (15rrtifirate ,af Toutplianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by..........--•...............................••-..........----•-----------•--••--...----•--•----•.....•-••-•--•--------•--•---•-•----•---...•-- ........._............. T j Install 4:>,,..g� at .....•---- ............ .. T. 5.............. ..... -----...----•_.t`- `......--------- ` �= G��i ........................................ has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Cod as as described in the application for Disposal Works Construction Permit �To._ .'. 5_ '.............. dated........._Z...._.X-:.. THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................... --c. ............................................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH e ...........................................OF........... .... ....--•-...... v No. �. . FEE. .............. Diopmat Works Tnnitrnrtion rrnti# Permissionis hereby granted.............................................................................................................................................. to Cons uct (11)() or Repair ( ) an I ividu�Se`wa e Disp al/System at No...L .►------....•.�..----_....L L Z -.. !` ' : - Street vv r - ii77 as shown on the application for Disposal Works Construction Per it No I-. �_�,_ Dated........................... ................ -•---- L�.: zl--r---.-----.----------------------•---_ Board of Health DATE.. ................. FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS ' l N SITE PLAN 995 g 09, B.M.=100.00' (Assumed) ON CORNER T 99.93'X OF GARAGE SLAB. GENERAL NOTES _ R SCALE. 1 - 30 1.ADDRESS:#11 LITTLE POND ROAD,MARSTONS MILLS R=30 00 2.ASSESSOR'S NUMBER:MAP 065 PARCEL 014 Little Pond Road �= 3,DEVELOPER'S LOT:LOT#5 2 LITTLE 99.94'X 4.TOPOGRAPHIC INFORMATION WAS COMPILED FROM AN ON THE POND GROUND INSTRUMENT SURVEY. OeborahR 48.0 �F 5..TOWN WATER IS PROVIDED TO THE SITE&SURROUNDING PROPERTIES. A� 6.NO WETLANDS ARE LOCATED WITHIN 150 FEET OF THE PROPOSED SAS. SITE lamppost 97.62' �Q 7.REFERENCE PLAN:PLAN BOOK 409 PAGE 41 �ry ) a�lO oil 190 8.UTILITIES WERE LOCATED BY DIGSAFE CONFIRMATION#20103410129 RACE LANE kP O q9P 0 a� 96.52' O r o1ID cc `J PAVED DRIVEWAY O 'rMARSTONS MILLS" 86 ALL OUTLET PIPES FROM THE 19 gg,22, DISTRIBUTION BOX SHALL BE jggg p� SET LEVEL FOR AT LEAST FT LOCUS c.O P� F<<�N��/ c B.M. .9 6/P�r"� aP gard9 SPOrC�f6 ' Design Calculations NO SCALE a 94.62 , T.H.#2 Number of Bedrooms:3 Equivalent to 330 Gal./Day '` y� 9s Garbage Disposal: No X48 ° �' -0 t5$, Leaching Capacity Required:330 Gal./Day 99.82' Application Rate for<2 min./inch=0.74 al/s ft. a�Pa� PLAN-SECTION pp g q' 49, ° vent Septic TankCapacity:1,500-gal.req'd.Ex.1,000 gal.H-10(OK for Repair) O Existing leach pit 9.45' ,o Proposed Leaching Structure: 1-25'x13'x2' Leaching Trench to be pumped& ° s- T•H.#1 12" CONCRETE COVER Bottom Leaching Area Provided =325 S Ft. o,h backfilled a �Oc g q' m �agOf X 98 9' 5-_5"OIfRET z" Side Leaching Area Provided= 152 sq.ft. a Proposed SAS ° KNOCKOUTS Total Leaching Area Provided=477 sq.ft. Apr v 2 H-20 500 gal.chambers icc °q 99.8T X ' with 4'of stone all around. OUTLET - I 12- INLET Leaching Capacity Provided =477 sq.ft X 0.74 gal/sq.ft:353 gpd. st, on o, A°Oi 9 shy, 2„X 99.4,' CONSTRUCTION NOTES 2" CROSS-SECTION 1.Contractor is responsible for Digsafe notification and protection of all underground utilities and pipes. 5 HOLE DISTRIBUTION BOX 2.The septic tank and distribution box shall be set NOT TO SCALE level on 6"of 3/4"-11/2"stone. 99.69' Use Wiggin Precast H-10 5-Hole D-Box or equal 3.Backfill should be clean sand or gravel with no stones over 3"in size. LOTS 4.This system is subject to inspection during installation AREA=45,073±sq.ft. to Glen E.Harrington,R.S. SOIL EVALUATION & PERK TEST P#13043 5.The contractor shall install this system in accordance -V rn xe Date of SOIL EVALUATION:SEPTEMBER 1,2010 with Title V of the Massachusetts Environmental Code. c° 9 m Evaluation Performed By:GLEN E.HARRINGTON,R.S. 6.If,duringinstallation the contractor encounters an b 3 Excavator:Eric Stevens y oc Percolation Rate:<2 mpi,(P#5537,4/7/86,depth=72-W,T.MCKEAN,WITNESS) soil conditions or site conditions that are different �^ Witness:David W.Stanton,R.S,,BOH Agent from those shown on the soil log or in our design 6 Test Hole Test Hole the installer shall halt installation and immediately notify a4 No.1 No.2 Glen E.Harrington,R.S. O-S% DEPTH SOILS ELEV. DEPTH I SOILS ELEV. 7.No vehicle or heavy machinery shall drive over the "0, T�9y 0 99.45' 0 99A6' septic system unless noted as H-20 septic components. atP� APPROXIMATE IOCAnON LS 6'STOCVLOEM4CE T, ,Mn 98.87' B„ ,vRsn 98.79' 8.Install Tuf-Tite gas baffles or equal on septic tank outlet tee. B B 9.All piping shall be SCH 40 PVC. I°IOYR7/6 loamy sand 10.No wells are located within 150'of proposed SAS. W %.95' 24" 97AV 11.Install a 4"dia.SCH 40 PVC observation port with screw cap cl c1 denseSL denseSL within 3"of grade as shown. 56" 1OYR7r 94.78' 60" IOYR7/2 94A6. ________.._...... .. .- 12.Install 2 H-20 500-gal.Acme Precast chambers,or equal. oarsesa 7.4s' 144nd arse nd 13.The Contractor shall notify the Board of Health and the Designer 144" '' 10YR7/3 t10YR7/3 ' 87.46' 1 at least 24 hours in advance to inspect and certify the system. No Observed Ground Water ' Local Upgrade Approval _ 14.Install a 4"dia.SCH 40 PVC vent with carbon filter,as shown. 1 310 CMR 15.405(1)(b)-A variance is requested to allow the proposed SAS to be constructed approximately 5 feet from grade In lieu of the required three feet A4"dia.vent with carbon filter and H-20 loading chambers have been specified. SOII Evaluation Certification - I certify that on October,1995, I have passed the soil evaluator PROPOSED SEPTIC SYSTEM REPAIR examination approved bythe DEP and that the analysis was performed by PREPARED FOR ` __ me consistent with the required training,expertise n xpe' nce described -------- in- -- - in 310 CMR 15.017. f" r ., M I C H A E L E. DA L EY ET U X SYSTEM PROFILE Glen E•HarrLngton, AT Existing Dwelling Not to Scale Provlde4'dia.SCH 40PVC 11 LITTLE POND ROAD Garage Slab=100.00' WIGGIN PRECAST OR EQUAL vent with carbon filter Provide 4'SCH 40 PVC 5 HOLE H-10 observation port 3'below grade DIST.Box (MARSTONS MILLS) BARNSTABLE Existing Grade= 100.0' Finished grade over system=2%slope away Existing rade=99.5'± CELLAR Septic tank covers must be D-Box cover shall be One chamber cover shall be Min.2'-1/8 ile filter Double-Washed Stone LEGEND or geo-textile filter cloth C7F WALL S_02 within 6'of finished grade within 6'of finished grade within 6 of finished grade t '�� ¢� PREPARED BY- within ofPeastoneElev.=9a _ _�_ Appr imaneeoca ion Gen E. Harrington, R.S. To .9'+ ox I Level for 2' S=0.01 ft/ft gas I � 20' EXISTING Invert 49' W Approximate location " Leda Rose Lane 1000 GAL. O A � 12' ® 0 ® ' water line 0 SEPTICTANK _ / 24' -18- Existingcontour �l0 arstons Mills, MA 02648 Inv.elev.=100.35' H-10 Ex:96.75' P-96.09' 0 0 O 0 0 (� ! Bottom le Leach Existing 1,000 gal 0.10 7a O el:508-428-3862 Install Gas B�ffle Facility Elev.=92.40' C`, septic tank F(�+0 Q. Fax:508-428-3862 Inv.elev.=97'0' or equa P=9626' ,9M S'CE®p,� 3/4'-1'Double-Washed Stone 5'Min.(5'±provided) CO ) Existing leach pit LEACHING CHAMBERS / (to be pumped&removed) SC WN DRAWN BY.GEH DATE:NOV.18,2010 6'OF 3/4'-11/2'STONE Bottom of Test O.P. Observation Port 6'OF 3/4'-11/2'STONE �� Hole#1 Elev.=VA5' DATUM:ASSUMED FILE:DALEY SHEET 1 OF 1 I SOIL TEST PIT DATA. INDICATES INDICATES SEPTIC TANK DETAIL: �_ � ,`�� DISTRIBUTION BOX DETAIL: REVISIONSrr� PERC. V NOT TO SCALE NOT TO SCALE Nn DATE _-- OBSERVED NOT TO SCALE t' 55 37 TEST GROUNDWATER NOTES: I. SEPTIC TANK SHALL BE STEEL 4. INLET AND OUTLET TEES TO BE CAST IRON, NO. OF OUTLETS: _ MANHOLE COVER LOAM 9 SEED-_ BROUGHT =1AU �OR PAVEMENT TP L-oT 5 TP TP TP REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. TEES TO BE CENTERED UNDER MANHOLE COVER. NOTES!GRD. EL. GRD. EL. GRD. EL. GRD. EL. 2. SEPTIC TANK TO WITHSTAND H-10 LOADING r__�_ I. DIST BOX TO WITHSTAND H-10 LOADING 2MIN OF 1/8t c ^-mac GW. EL, GW, EL, GW. EL. UNLESS UNDER PAVEMENT, DRIVES OR ' I UNLESS UNDER PAVEMENT, DRIVES OR TO I/2" ( FILLGW. EL. r/ TRAVELED WAYS WHEREIN H-20 LOADING i WASHED2MNITRAVELED WAYS WHEREIN H-20 LOADINGSHALL APPLY. PRECAST STONEG' _. DIST. ISHALL APPLY.3. ALL PIPE CONNECTIONS AND CONCRETE MANHOLECOVER I CONSTRUCTION TO BE WATERTIGHT, BROUGHT TO FINISH GRADE BOX 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF o c c� o c a c Q c I INLET PIPE EXCEEDS 0.08 FT./FT. OR IN PVC INLET PIPE �UBU` "` I I I PUMPED SYSTEM. �1 L� a'FPd�w � o •ram ., o n o 0 0 o c c ❑ NOTE: GENERAL NOTES i2"MIN L---r-1--- J I� 4, n� � i oh' H�"t' S!L."T _ ------ 3. FIRST TWO BOX TO BE LAED OF PIPE OUT OF DIST. _ C•st � . -p� o. . LEACHING PIT TO �— — . COVER . I f —� PLAN VIEW w �` • "�� ❑a c o � a c o ❑ " , UNLESS UNDER LOADING I CONSTRUCTION OF DESIGN HEIGSEWAGE o PRECAST ;fl PAVEMENT,DRIVE OR DISPOSAL FACILITY ONLY. ,NORMAL WATER LEVEL RE MOVEABLE, , ❑ �, c Q c Q p o ❑ TRAVELED ''WAY WHEREIN -- COVER \ w /4"TO 1-1/2' 2 ALL CONSTRUCrION METHODS AND 1 DOU°LE LEACHING PIT oo H-20 LOADING SHALL r -A - - - - - - - - - - - ' - - - - - - '; ►-S �7 �, c� APPLY. MATERIALS SHALL. CONFORM TO MASS. WASHED q � o 0 o c c o ❑ _ o D.E.Q.E. TITLE 5 AND LOCAL BOARD PROVIDE > - ► � , +• OF HEALTH REGULATIONS I INLET TEE -L WATERTIGHT \ ,. • 1 �. 89 STONE J(71NTS(tYP) ,I 1. '1 I' W 0 m 0 0 0 0 o a ❑ _ (no tlna� PRECAST L- 4'-0" MIN. OUTLET 3 ALL PIPES LOCATED UNDER PAVEMENT SEPTIC 1: UOUIU DEPTH TEE • I 4" INLET -�T w�NOTE 2 �_ — I I I t1 D o Ds �/ ti•1 �. �; / OR TRAVELED SHALL BE SCHEDULE - TANK — ; �, i 4"OUTLET `{� 3 v� o c o c c c e -71 1 • .�*� ',, 40 OR EQUAL. `�. Ail F �.'�� I •;I I 1 T F � I I � � i ' I• � .L. - - - `_ .' .,• L - - - - - - - - - - - - - - - - --J — - - - . o �•• .: > -,� 1 o CIA Z o4) 0TTOM ON LEVEL STAB--- g• STABLE BASE o �9� o.o —90TTOM ON �— �� 9 _ ,. "� a u oo LEVEL STABLE D!A - si�dL /ii�tiQ CROSS-SECTION " '%✓�/ BASE �O PLAN VIEW CROSS-SECTION VIEW C'?OSS - Q:CTION CONSTRUCTION NOTES: DATE: DATE: DATE: DATE: _ / I I I I I I INVERT ELEVATIONS. !L / L IF ALL eETEnEO, .,LL THIN .ELE IC' j LOT 7 I I � I I ! SHALL EE REMOVED WITHIN A !'>,Yti'IDE TEST BY: TEST BY: TEST BY: TEST BY: w 1� •`I� ION= AROUND THE LEACHING FAC,LI ,Y ' ' ---- N/F 1� I I / LOT I B I 4 INVERT AT BUILDING / -- ..-___�. 9 _ -_. 7 I I I I " 91 . 7b A14D sHaLL E_ REPLACED WITH CLEAN WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: ; / CAPR/Cf�RN REALTY TRUST / I I I 4 INVERT AT SEPTIC TANK(in) SAND AND GRAVEL IN ACCORDANCE WIT " � 4" INVERT AT SEPTIC TANK(out) �� 5 I TITLE Z. PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: 11 I I I /� I I 4" INVERT AT DIST. BOX(in) - MIN./INCH MIN./INCH MINJINCH MIN./INCH r I f. I I "�' I 4" INVERT AT DIST. BOX(out) 97 LITTLEZI _I`' 1 I'S,� WIDE PpNjo R / I '' ! ! >�; I INVERTS AT LEACHING FACILITY: DATUM: IPR��ATE - - A� / I ---►_ ► I I WAY) l I I I I I VERTICAL DATUM: ASSUMED \\ ! f'ROPOSEO F'AV INVER T A T L EACHING PIT I E'yEN7" BENCH MARK USED: SEE PLAN c I ', I I I I I 1 BOTTOM OF LEACHING PIT 0 -� ?�a �.52'23'l0"E I I I I I 1 1 /92,70' I I 1 I 172.70, Q ; � I I 1 OBSERVED GROUNDWATER �w 1 � �oH� � ' I I 1 ELEVATION - 1 I 1 I 1 1 \ \ \ ZONE: RF ,�\ \ \ SET BACKS: ; O z 1 /vim a- 1 \ \ c n, -_� I 1- I A . FRONT - 30' U v i u l u i I I T L_f--�I r1. SIDE - l5 I j ro \ 1 y \ \ \ \ DESIGN FLOW: REAR = 15 n , t / ?. \ w �` 1 \ \ BEDROOMS AT l G.P.B./D tiv�� G.P.D. - ram- ; i -t` a? ( v-DUX /^ SSE, \ \� \ LOT 16 o N/F _ The BSC Group �E n� •, \\CAPRICORN REALTY TRUST REQUIRED SEPTIC TANK: loon Gc� � 1\ a- I I,N N \ i t r \ ,. i t \ 1 X = GAL. / NOTES' rn \ \ \ 1 SEPTIC TANK PROVIDED: — l U+r% _., GAL. \ \ \ \ Cape Cod Survey Consultants HEREON WERE COMPILED SIZE OF LEACHING FACILITY REQUIRED: PROPERTY LINES SHOWN C.B✓D.H, FROM A PLAN RECORDED AT THE BARNSTABLE \ \ END. DESIGN PERC. RATE: _ ___ __ MINJNCH 3261 Main Street REGISTRY OF DEEDS /N PLAN BOOK 429 PAGE 58 1 m P c \ \ \ -- - - ---AND DOES NOT REPRESENT AN ACTUAL SURVEY ON c 8� - �D�' '`� 1 �' \ \ \ == 1 --- ------- - Route6A - _—_— Barnstable Village MA THE GROUND. r0 � 1 _ _... _. I �', N \ \ \I ------ - ---- —----- -- —_ _ 02630 �... ..._ -•- I - ___ _.__ 1 °° \ i 1 ------- --- - --- — 617 362 8133 THIS TOPOGRAPHIC SURVEY WAS MADE ON THE GROUND BY TRANSIT AND STADIA METHOD R1 `, I ON MAY, I970 I I I \) SIZE OF LEACHING FACILITY PROVIDED: PROJECT TITLE. : c �a- - �- - I I II ; - �' l;; - - _ SEWAGE DISPOSAL i 1 � / ► w \\ ;� t � . I / / I _ _ � � .� . SYSTEM DESIGN t I \ 4.5 07... - � I / l l I^��.a- 115 ,,F x �. 44 ' _ r '..� a tkc. } / / / ' FOR 4. x ¢ LOT 5 LITTLE POND n I �` SCALE: l"=2083'+ ESTATES I o \ LOCUS PLAN: IN B.M. EL=100.09 - C.B./D.H. AT NA BARNST ABLE, MA• COR.OF LOT 7. (MARSTONS MILLS) � I PREPARED FOR LOCUS DATE PROF SSIONAL ENGINEER - CN/L I CAPR/CORN REALTY I N52'29'lO"W \ \ \ \ \\ �� TRUST =LE POND N/F . •.A;,., I CHR,>TOPHER F. KAPP \ 99 \ C,B✓DJ�. \\ \\ \ RACE ' , 1 \, LANE \ FND. \ ,- C. \ \ DATE F \ o - '" '...•� EBRUARY 27,198'T +� FRANK -, i � � tt ! WHITIN3 I �/ �� \ �� \ \ o`' Q� ; tin'Sr+c LAKE COMP DESIGN V A. P - o No. 29889 - CHECK S A W �F PLAN VIEW - . ��DRAWN- H.� „ •_ FIELD WB• _ DATE PROFESSIONAL LAND SURVEYOR SCALE: t = ,, -B.M.EL=63.8I - C.B✓D.H. AT N.W. - - -- CDR. OF PLISKIN LOT. FILE NO 3138606SS2D �----- ------- DWG. NO.1247- SHEET -- O - - FEET - -------- JOB No 3J386A6 I OF /