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HomeMy WebLinkAbout0063 KERRY DRIVE - Health 'i, P- 463 Kerry'Di ive Marstons.Mills r . 060 -026 - - - f TOWN OF BARNSTABLE tt LL 11 •LQCATION 3 SEWAGE# 0 `'ILLAGE ('1c rs)M^ !"1:ti\S ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) L to 0AC416v3(size) /(] u x :3 v:/X NO.OF BEDROOMS :3 /01,1^C ta{c p OWNER. Vr,2.y�,,, mC J6t ` ros PERMIT DATE: k.., 17 1 I(o COMPLIANCE DATE: /C► L, Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility D, 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) 1Jf3 fN- FURNISHED BY E N,`� A V A i a � 3 -n 4 Cc LOCATION SEWAGE PERMIT NO. VILLAGE IV TA LLE/K'S NAME a ADDRESS 8. UILDER OR OWNER /y(C �c ��.mot Cc�l I 0 h! � t.r �Gi✓ DATE PERMIT ISSUED q-. _041 DATE COMPLIANCE ISSUED A� T l gy 55 3d � 4 `` x 1 Town of Barnstable P# 1 7w lO Department of Regulatory Services rwuvar�at�a k Public Health Division Date 3 MA84 a se�f> 200 Main Street,Hyannis MA 02601 '4 rfrl► W Date Scheduled Time— �-�- ! Fee Pd._ �Tr v Soil Suitability Assessment,for Sew • e Disposal Performed By: �il�.lL7/( �lyg-�t`�' �E y v 'd (1�1• S� Witnessed B : i� A LOCATION&.GENERAL INFORMATION Location Address Vr�2Sf' 10 C Owner's Name V Address cp 3 V�� C�r Assessor's Map/Parcel: Engineer's Name -:S � NEW CONSTRUCTION REPAIR Telephone# 5-(D 3�a i 3 Land Use• X-4t7T.? Slopes Surface Stones �V Distances from: Open Water Body ft Possible Wet-Area — ft Drinking Water Well �ft Drainage Way : ft Property Line 70 3 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands-in proximity to holes) Parent material(geologic) 6y'"'^5 H Depth to Bedrook Depth to Groundwater. Standing Water in Hole: 4A . Woeping from pit FOea A>IA Estimated Seasonal High Groundwater X) DETERMINATION FOR SEASONAL•HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In. Depth to loll mottles: Iu,' Delith to weeping from side of obs,hole: In, Groundwater Adjustment Index Well-# Reading Date: Index Well Adj4aet r _.,,r Adj.Groundwatdr•Laval,,_ PERCOLATION TEST bgiri _ xylnm__r___ Observation y Hole# { Time at 9" Depth of Pew 1(U Time at 6" Start Pre-soak Time 0 Time(9"•6") End Pre-soak Rate Min./Inch , C Site Suitability Assessment: Sito Passed Sltp Failed: Additional Testing Needed(YIN) /J Original:.Public Health Division Observation Hole Data To Be Completed on Back--- - ***If ercolation test is to be conducted within 100' of wetland you must first notify the P �Y Y Barnstable Conservation Division at least one(1)week prior to beginning. Q:ISEPTIC ERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sdil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Stnuctum,Stones;Boulders. • A o lsistency.96't3ravoll • �• I eX DEEP OBSERVATION HOLE LOG Hole# z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell Mottling (Structure,Stones,Boulders. Consistency, L 37 tv 1ti 'l/w I Zo e- S t o CA- 74 DEEP OBSERVATION _ V ON HOLE LOG Halt# • Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders., Consistency,, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soll Texture Soil Color Boll Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, t Flood Insurance Rate Map: Above 500 year Mood 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 materlal exist in all areas observed thrpughout the area proposed for the soil absorptibn system? '` &-S If not,what is the depth of naturally occurring pervious material?,_.. . �.. Certification / �l I certify that on ` �r' 7 (date)I have passed the soil evaluator examination approved by the Department of Lnvironme al Protection and that the above analysis was performed by me consistent with the required tralmn er se d experience described in�10 CMR 15.017. • -- S� 3, �s� . , Signature Date Q-.WHPT10PBRCPORM.DOC No. Fee /doi THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS •Yes ftplitation for Nsposal 6pstem Construction permit Application for a Permit to Construct( ) Repair�Upgrade( )' Abandoh( ) ❑Complete System ❑Individual Components Location Address or Lot No. 3 VLASIt QC, Owner's Name,Address,an`,Tel.No. S SCa Assessor's Map/Parcel fykGJ� Installer's Name,Address an Tel.No. � esigner's Name,Address,and Tel.No. S c.�r� ��.� �,�3 v`d `Y�.r�• rt Type of Building: Dwelling No.of Bedrooms Lot Size ' 0 sq.ft. Garbage Grinder(P)6 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required''I 3 D gpd Design flow provided \ gpd Plan Date 's-!31 I (�o Number of sheets Revision Date Title L Size of Septic Tank tf�C C J `lj�j A Type of S.A.S. LC_G GlAwy,6yS 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 Board of Health. gne Date Application Approved by Date Application Disapproved by Date for the following reasons.- Permit No. ps' Date Issued n/b/qj(0 No. �-- Fee '16rV �O THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Y U s, l� 2ppliLatlon for Disposal 6pstrin Construction j3rrinit Application for a Permit to Construct( ) Repair�Upgrade( )" b"an30 ( ) ❑Complete System ❑Individual Components Location Address or Lot No. G 3 V-.2St Owner's Name,Address,an Mc.rSko� �'`� �S 1�-sv i� r'lt�Tel.No. �c ro3 Assessor's Map/Parcel b Installer's Name,Address 7a&Tel.No. �-esigner's Name,Address,and Tel.No. - Type of Building: Dwelling No.of Bedrooms 3 Lot Size 2 sq.ft. Garbage Grinder V)d Other Type of Building No.of Persons Showers( ) Cafeteria( Other Fixtures Design Flow(min.required) 23 gpd Design flow provided (-f %4 L gpd Plan Date �� 31 Lo Number of sheets Revision Date Title C Size of Septic Tank L'�C J S( 00 d Type of S.A.S. LL 6 G-Vnco^6&6 W a Description of Soil M e ei I.J..ti Jcnn f �`C `J 0 0 Ezx 1/n �„ 3 X 19 lnC.L. de(f Nature of Repairs or Alterations(Answer when applicable) I NA 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 Board of Health. ! 'gne Date Application Approved by ILI Date Application Disapproved by Date for the following reasons Permit No. I D / r Date Issued _. . I THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(1/) Upgraded( ) Abandoned( )by w .S-'s F,o at (, (,.r 1" N c�r S k-o n C'4 ;+been constructed in accordance J with the provisions of Title 5 and the for Disposal System Construction Permit NoCP�V& —/o / dated 6 ) Installer S (G,1��- Designer SktC . � \AG r, #bedrooms_ Approved design flow ((G, gpd The issuance of this permit.shall not be construed as a guarantee that the system will�()tj ionas designed Date in /,/� Inspector Mj �e V ------------------------------------ No. o'G�(S l Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction perinit Permission is hereby granted to Construct( Repair Upgrade( ) Abandon( ) System located at L'—�-A VIC. i and as described 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. I Provided:Construction must t be copnplpted within three years of the date of this perm . Date 7 Y/� Approved by I Town of Barnstable . ' Regulatory Services Richard V.Scali,Interim Director Public Health Division Thomas McKean,Director ~� 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 1 ko Sewage Permit# Assessors Ma \Parcel Q 1.26 Designer: STEP 1{Et`i k k A 1SoS, C Installer: eA31-1- 1A- F �4�-- Address: Address: Lis Oc A.1 Y&WOLTN Rb oZfo�o On K was issued a permit to install a (date) (installer) septic system at </;�.� �/ �� 1"� based on a design drawn by (add(ess) j ,&—TE=tP , dated ! I (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. Strip o if p p out ( required) was inspected and the soils � were found satisfactory. I 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. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed i nce with the terms of the IAA approval letters (if applicable) z (Installer's Signature) (Designer'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. QASeptic\Designer Certification Form Rev 8-14-13.doc N ZV......._...... _ THE COMMdNWEAl,,TH OF MASSACHUSETTS BOAR® OF HEALTH 2 •— ............... F............. ApplirFation for UiipusFal Works Tonstrurtiun Prrutit Application is hereby made for a Permit to Construct ( or Repair ( } an Individual Sewage Disposal System at: _.b...-•-.•---•••...........• ... -•-• = -• 1 ..................................................... --ocation Addr s _ - ••--or Lot No. © x......114(41.... -1) dress.. ... X Installer Address �� �Z S Type of Building — Size Lot..._....t...................Sq. feet Dwelling—No. of Bedrooms......i.0...................•.............Expansion Attic ( ) Garbage Grinder ( ) a Other—Type of Building _R� �..:.... ....... No. of persons............................ Showers (i ) — Cafeteria ( ) Q' Other fixtures •---------------------------•••. .. ...•- W Design Flow............ .�...........................gallons per person per day. Total daily flow.........A�.P.......................gallons. 9 Septic Tank—Liquid capacity.11?.00..gallons Length_? V .. Width._`4''J0, Diameter________________ Depth'3'. "'_-_ Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No-------1............. Diameter.._.. ........ Depth below inlet......6.`........ Total leaching area.Z�......sq. ft. Z Other Distribution box (.-f Dosing tank ( )/;E / '-' Percolation Test Results Performed by...... ►. l. c�.. .............. Date...` 1- e ��� a a Test Pit No. 1. .2..._.minutes per inch Depth of Test Pit....l. ......... Depth to ground water___N L� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ --•-•----•-------------------------•-------•-•-------•----•---...--•-•-•---•--•••--......••..----••-••-•--•------••-•-•--•----•-••......--•••-.....---.•••-- Description of Soil 9.����.V��....�.Q.A ?-.. ��?.So:��.t -� r °r'` - � .�.f-------------- UW ••-•-•-------•-------•---- ............................................................................................................................................................................. 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 iITLL 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. Sine - sn......... .1 �._.... g Date Application Approved By---•--••-•---••••......•--•--.......... 6i%4j L p Cs' Date Application Disapproved for the following reasons:--•-•---•-----•-------------------•----•----•----------•---------------------------•--•-•-......•----......---- --•----•-•-•--•-----•--••................••--••-••••---•----••••••--.....----••---•---••-•••-•----•-••-•--•-•----••---•--•--••••----• •-•-•-•-•----------------•-••--•-••--•----••------••••---•--...... Date PermitNo......................................................... Issued....................................................... Date —. ---------- -------------- t f x FEs.......''.................... THE COMM6NWEAj_TH OF MASSACHUSETTS W BOARD OF HEALTH f.�'�.�sJ. ....... .....OF.......... .n�"� - - Appliration for Disposal Works Tonoirnrtion rruat Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: . :n:..:.. �.... ` ......2. .�.r_:...- .1EJ.?. ...- ...... ................................................ Location-Addr ss _ ,r� or Lot No ...........4. ..' i5 -..__ '— 1 ...-•-•---•----. Owner Address.. Installer Address UType of Building Size LotL�do -------Sq. feet Dwelling—No. of Bedrooms..... ?. ...........................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building ��; 1 a Other—Type g ._-�:_:... _�.._.__.. No. of persons____________________________ Showers (1 ) — Cafeteria ( ) Otherfixtures -----------------------------------------•----------------•---•--•--•----•----•••--------•--•---------•---....-•-•-......_......---................. Design Flow........... .5.........................gallons-per person per day. Total daily flow... __.__=_.................gal W gallons. WSeptic Tank—Liquid'capacityl �',M-gallons Length_�'.�`'... Width."`-.t�?�._ Diameter................ Depths'.R?`�_... x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No......1------------- Diameter.... O.......... Depth below inlet.....( Total leaching area.Z.h�v.......sq. ft. Z Other Distribution box (, Dosing tank ( ) / aPercolation Test Results Performed by....`lF.�.4C� �_. _ _�. .c ............... Date._`I,f��'.Ia it............ ,.a Test Pit No. L 2r.....minutes per inch Depth of Test Pit---l.Z........... Depth to ground water..N-Q _ ........ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.............--......... • ----•------------•-------•--•-----•-•---••-•---•----.....-•--•-.....-•---•-•---•-•-•-•-•-••..........................•-...........•--•......................................................... D Description of Soil---- �.`---.._ b—'i_Q.'_A_7----2_ _5-�------5_0).c..- =.... ._�i.y............... x ........... W ----------------•---........------------------....---------------------•--------------....------------------------------------....------ .............................................................. 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 TITIL 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. Signe�T..CA� .. ' Date Application Approved By-------••---•-•--•--•--••--------•----- •- W-, _ 5r °-fi' -------------- ..._.__...--• •--- -----•-------- Date Application Disapproved for the following reasons------------------•--------------•-------------------------------------------•--•-----------------..._--••------- ---•..........................•--•-••----.....--••---•----....------•-------••------•---.....---•---------•----•-•._.....--------•------••-•----•--------------•--•-•-----------------------•---•---•--. Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH'^ ............Q..W.�.:'� .........OF......... .r.. ..�a . .Jc: .......................: Tntifiratr of Tomplionrr THIS IS TO CERTIFY, That the Individual ewage Disposal System constructed (>e,) or Repaired ( ) by....P!.... . �-'� `� '���?.C�............ .... ? ` ` ----- -_�u"V.v.............................-,------------- Installer - has been installed in accordance wit'' the provisions of TIT LIE 5 of TheState Sanitary Code as described in the application for Disposal Works Construction Permit No....... .....:':_11,--_ ...... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE........--•-•---•-•-••-•------•...... ��.� 1^?` ..-----•------------- Inspector.... J•-••--•--•---•-••---------------------•--.......-•-•-----•-••......_. THE COMMONWEALTH OF MASSACHUSETTS _ BOARD OF HEALTH t .51`?.rl............OF.............. �.. .�-� .. .? ��,.,.,... No.-g . � FEE....=Zj............. Disposal Works (Tonotr ion rrm t Permission is hereby granted.... - L to Construe (?`) or Repair ( ) an Individual Sewage Disposal System, at ...... �a p Street as shown on the application for Disposal Works Construction Permit No..................... Dated............................................ .......... � --------------------•---------•-----•----•------•---- DATE.............. - 1.0 _. 7�p�/ �• i.�' Board of Health FORM 1255 A. M. SULKIN, INC., BOSTON r Massachusetts Water Resources Commission//Division of Water Resources WATER WELL COMPL I I EPORT �!WEk-s-'r-r-ILA OCATION.I� � L +- Address O�iS �� .JQ 5 ' City/Town�"1/1.t4✓Y2_a 5 S' G.S.Quadrangle Map -4. Grid Location Owner --J'IA TL- i C. C.iQ,�j Address Nq f sY'.A-�'�•"1 Mk--a6 V 1R LN WELL USE CONSOLIDATED WELL Domestic( Public ❑ Industrial❑ Type of Water-bearing Rock Other Water-bearing Zones METHOD DRILLED 1) From To Rotary(type) Cable ❑ 2) From To Other 3) From To 4) From To ' CASING �r� Depth to Bedrock s �Length Diameter Type )?-, C . UNCONSOLIDATED WELL STATIC WATER LEVEL Water-bearing Materials Feet below land surfaceI Sand: fine❑ medium❑ coarse Date measured ��-//". Gravel: fine❑ medium❑ coarse❑. Screen: GRAVEL PACK WELL Slot#AT length from�to� Yes ❑ No Split Screen (or 2nd screen) .. WATER QUALITY TESTS MADE Sloto length from to Chemical Biological ❑ Depth To Bedrock PUMP TEST Drawdowrr feet after pumping days hours at GPM. How measured Recovery feet after hours. LOG of FORMATIONS COMMENTS: (On well or water) Materials From To 3 Z 5 L s DRILLER Firm CLIEFORD WELL Address 65 BIup Rack Rpnd ` City Re istration No. 44- -7 Z/ pe tors Signature Please print firmly 10M-8/81.164843 Log Number: 4105 Bottle # 868 Date: 9/1.7/84 OF BqR� BARNSTABLE COUNTY HEALTH DEPARTMENT SUPERIOR COURT HOUSE vBARNSTABLE, MASSACHUSETTS 02630 Asa DRINKING WATER LABORATORY ANALYSIS PHONE:'362-2311 EXT. 331 Collector:ollector: Jack McKeon Fred rClifford - • . Mailing Address:. .14b breat Marsh . . Affi l.i,ati on:.• • Cl.i fford,Wel l Drilling Centerville, MA 02632-,-- Time & Date of Collection: 9110184. 3:00 p.m. Telephone: Type of Supply:, ,,well water Sample Location: Lot 28 Kerry Dr. Well Depth: 55, Marstons Mills Date of Analysis: :g/l.2/84 PARAMETER SAMPLE RESULT RECOMMENDED LIMITS Total Coliform Bacteria/100 ml 0 0 H Conductivity (micromhos/cm) 500.0 Iron m) 0.3 Nitrate-Nitrogen ( m) 10.0 Sodium m) 20.0 I . xx Water sample meets the recommended limits for drinking of all above tested parameters. II . Based only on results of the parameters tested for this sample, the water is suitable for drinking but may present the problems checked below: A. Water sample has higher than average levels of Nitrate.' Future monitoring is recommended (2-3' times per year) to establish any upward tren'ds: t - B. The low pH of the water may shorten the useful life of the house's plumbing. C:- Water may present aesthetic problems (taste, odor, staining) •due to D. Water sample has high levels of sodium-. Persons on low sodium diets should consult their doctor. III. Due to one or more of the reasons checked below, this water sample is unfit for human consumption: A. High Bacteria B. High Nitrates REMARKS: . Sample may be too old for results to be- conclusive. CC: Barnstable Board of Health CC: Clifford Well Drilling Laboratory D' ector 7/17/84 r ~xplanation of Test Results ` ~ �... Total Coliform,Bacteria - Coliform:bacteria are,an indicator of the sanitary quality of a water supply.-Water-supplies may become contaminated;from malfunctioning septic systems,'•cesspools and surface runoff. A total coliform count of.zero, ^ indicates that your water,supply.is safe and approved for human consumption. A total roliform count of greater than zero is most'oft en'theresult.of accidental`contamination"of the sample bottle through improper sampling methods-For this reason,,it would be,advisable to retest any well water that is not approved. pH pH is the measure'of`acidity or alk1linity of the water. On the pH scale, the number 7 is neutral, less than 7 . is acidic and more than 7 is alkaline-The pH'.o.f water on Cape Cod tends to!ie acidic in'the range of 5.0to 6.5 _. Conductivity _ . . Conductivity is a measure of.the dissolved salts in solution. Amounts in excess of 500 micromhos Ism are gencrally'considered unacceptable and may,have a laxative effect.upon users. . iron w in concentration m r greater ma : give he water a bittersweet The resence of iron in ater conce ratio of 3 o t ate a eel p Y B P P 8 astringent-taste,.cause an unpleasant odor;often.givesthe water a brownish color and cause staining of laundry. and,porcelain. The average concentration of iron in Cape Cod's water is,.2 .6 ppm. Although the presence of iron in water may cause the problems listed above, it. is not considered deleterious to-health., Iron may be removed by use of an tron:removal system. Nitrate-nitro en The`Massachusetts.Diinkin" have set a maximum,contaminant level for nitrates'at 10 ppm. .Excess►ve concentrations may cause;:`met hemoglobinemia.(an infant disease) and'have been suggested to form potentially carcinogenic nitrosamines. Contamination sources include fertilizers, cesspools'and industrial wastes. Copper :. Due to the acidic.nature of the water on Cape Cod, copper tends to leach from pipes. This normally does not present'a health hazard; however, concentrations in excess of 1.0 ppm may cause a metallic taste avid/or a bluish green stain on porcelain fixtures. Sodium A concentration of sodium over 20 ppm is only of concern to people who are on ea low sodium diet. If the water supply has more than 20 pprii sodium, it is up to the pe6 k w;ho'are.on such a diet to find another source of drinking water or contact their;doctor to determine if consuming the-water is advisable. Concentrations exceeding 50 ppm,indicate that there maybe ocean water or road salt runoff water Qetting into the well i ell v�PnaF. :.AAA Ro s. CGt h tR 3 O j Z� O\. gg 14, 00 \\ •i'`r r'i �Wi Yk d. XA _ .y( 3 o `I L 0 7 r >. 49 �• art;{tip�44 SS` •` $�x 4 d (4 y,, •` ( �^ R©B r �LORE.� ti LLo 7- z-&,; p /r i ' a n z gS,l� _ dw v D �.M OF M (. v .+ . o?� AL 5 RSE / aA 18. Gv D— G v � �� N No.10951 F { st f -' .'.SlvF ` ✓J, .090 lggl5� P t y. G+:sR 4=,SFr �• � r �� / (VW ''r ,E I Tl:P9B :.SPOT;` ELEVATION OxO CERTIFIED . PLOT PLAN t r E�t1STO:I�9r:,C0NTOU;R _ O _.�_ P' N1EOh B.PO'P = ELEVATIOBd. ( t ERi� CONTOUR ,._... 0 Lor 2� /�c-`rr�y przt ✓� * /Z L_s I y hl ( `E >',he r`iocatib''of any existing underground sewerage, n� w lls, -or-,'other utilities •shown on this ,plan is approx- 1 N 1, te,onl asY determined from 'records,,- verbal ! t ,�in£oxmat�on :"The+ .contract.or is' responsible.£or,` the J ;ver z ati`on.ot-the existing locations in`:the=field: SCALE,. / =4 p DATE , 9 Z7�8—g �G.11C��aE' EAl�B�IE'�ERIaVQ'CO, llV " `/'��k.� o.✓ ��I�NT --------- ! CERTIFY THAT THE PRQPOSED E41STAI REGISTER p J0R(;Np,y 8 BUILDING SHOWN ON THIS PLAN I �� kCIVIL LAND CONFORMS TO THE ZONING - LAWS DER RV , ` f?OR.BY� '!`�:' OF 8 RNSTABLE , MASS. T12 M A I N STREET C6i.`BY�+ .N.YA PJN I S, MASS. < . 9HEET. ;L OF �' DA E REG. LAND SURVEYOR .. �x /1!O?E /F EITHER TH,E SEPT/G TAN/C OR ?D FT. M/N. Z_-,4c l,0vG P/T ARE MORAff 7'4AN /2"AEL0J4V /O I�r•.rs/w 6;R•4OF,�t P4"O/.�lM ETER' CONCRETE COYE.e SHALL 8E BROUiSRT To G R A v.E. AN A T.EX R CONCRene i '� PVC PIPE M/N. PITCH COYERS HEAVY CAST IRON CO{�EI? SV,4LL DE 41SZ-.D CL' t 3.o /FIN OR/VEN/AY •�- �9 PFR 2 J MiN. C4JVCRL° TE Q :•d — GRAOE COVER CLEAN SAND eACh'F/L.L TL q. DMA. � _ :>: .�,v .; .. '•: �� MIN:P/�cN /o c� o o ` GAL. DIST, oe � r e • • e • • r • a m4 `{/ASHFD S7?�NE %4 PEr�lT7: SEPTIC '. TAAII< a r r o • • • a o o ea AL BOX set • e b. - �� • • r •EFFECT/e E ® • o WASHED/STONE DEPYI�I ! v WWwwwro • r • • e •e • r ooe, r _ .e 1FlFTx Z.S = 470: s • a • r • e o e . • • v o 7�x /.0 7 8 i a� • • • • e • e • • d e PiF'El;.4ST SEF..�IGL`' INIV�'RT �`LEV— 7-1OAFS." T'/T C,+,PA el Git 4-�D o .�o� • • • e • • e • • pe e a I-L _ O/7 OR E�LJ/V - a 9 3:c: /iVY,E/±tT AT'BLIL®/IVF6 /O 0,S ja f. /NL E7r /C TANK O/f#M. C CS�'E i►�BG/L.4TlON� /fVf ET O/Sa' /AddTIOM BOX =�FF. GJPOUNO /9 iTEX 7A LE . 011�LFd�i. /BalT/OJV SOX 9 9 s FT //�F T.LE�CN/IV r 1�1T. 97.0. fT SRWAGE VASAWA IL SKS7W W 'TAP®� L.EAC"//1/G Al/7" 7*A��/1.�3 D'eS/GIB CM rEq M `- _ DIM. S7�A/ 491 G FT- loV uAf a.-N ofaFiwooms 3 vl��iosis�N �_F7: /,v y GAs�6AGEP/SPO.S�4L uw/r n/onlE SOIL. LOC TOTAL.A3Tl1,%4 ren FJ 0AV. 3 3 d 'G,44 1oAV SOIL. TEST 0/ SOIL 7--ES7702 s®/4 _r" . E OSOIL 7'ES�AUNEER QF �4CMlA/: P/r3 FCEY ` /.EACAilA/G .49:1BR CP/7- Ff� SYg I•T. rz RESULT's M/1T/VF� D d3' �(3 G_ .off-C�,5/ 7.8.. 0--Z • , , Less:BOTTt1M LACK/NCr/OEJZ P/T $¢ FT. PE'RCOLi wow jeA7-aF I IW INCH T0J9A[ LEACH/NG .• ReA . -Z6 (�-So 'FT S3Sd, L PeiVC0LA7'/6N RA7*R AZ MI V.1INC#V a_5JVqV4aL,64CN/wSAR4E�-0 QF A4 ROBER l s..£`•n,.\ GR 9 rl� L_ BRUCE- o� ALB ti� �L�R Mc-�iuM L RS�D IL r ..: .. .� ... a —1 ..'.. ' "' •#^ -'- � 5�iv-/� y;a, - �ti aw''.. .7° :)t-�y'�F yea..<.r L s .+.+ ,1�.°J i,- ORSE Y? �! `" x M f ;:rw ° L :<v w.'x ybt,,� a•, i fi0.I 0951 �} - r - ...:i:.. .R -Q .,;,�-.^ :ti ?.• ' b. ..,.:5 Ir.'. ,.J ..bC,4 �c �y-o ,j.'f, `:Y.r', 46A. A.!,R' *. Jer O, ��t.., P sti s` x.Np; �O TEa�=EdVC4GI'.. 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T(1 11lSTVtIL ` s Sir-- �r L�jCIl�11G- 1lLtt1 e.Cicic3wt3lt X'P-71 ct t i 91 125.00 F�aL KERRY DRIVE ®�N INSPECTION kGAMORE SURVEY ASSOCIATES Mult5o2 0. BOX 28 SCALE: 1 IN.= 50 FT. iGAMORE BEACH, MA, 62562 DATE: NOVEMBER 14, 08) 888 8667 1997 2,11 CERTIFY TO CAPE COD COOPERATIVE BANK THO1,4AS lAT THE LOCATION OF THE BUILDING SHOWN HE r C. THE ZONING OF THE TOWN OF HEREON CONFORMS F 9c.3��.14 ~; BARNSTABL`E 'ERTIFY THAT LOCUS DOES NOT (MARSTONS MILLS ,n14 3a3�av NE AS DELINIATED ON LIE WITHIN THE FLOOD ) n MAP 0015C 150001 HAZARD st0�4- AN REFERENCE: BARNSTABLE REGISTRYOO DEEDS • _ `� OK/PAGE: LC NO 35186-8 REGISTRY OWNER: »� f NO.: 28 kN BY: CHARLES N. SAVERS' INC. fED: AUGUST 18, 1972 BUYER: t ACCESS COVERS MUST BE WITHIN 9" MIN/MUM. INVERT EL E VA T r ONS : DESIGN CRITERIA : GENERAL NO TES : 6" OF FINISH GRADE 3' MAX/MUM COVER FIRST 2' TO INVERT OUT SEPTIC TANK: 100,96 DESIGN FLOW:BE LEVEL MIN 2' OF PEASTONE INVERT IN DI ST. BOX: 99.57 3 BEDROOMS AT !l0 G.P.D. PER I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OR FI L TER FABRIC f NVERT OUT D I ST, BOX: 99.4 BEDROOM EQUALS 330 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM ONLY. 4" DIAM PIPE 3/4" - l I/2' D I A, INVERT IN LEACH CHAMBER: 99.3 NO GARBAGE GRINDER 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS � S 100,96 99.4 P 2" v° DOUBLE WASHED STONE BOTTOM OF LEACH CHAMBER: 96.3 •v- GAS a, 98.3 ADJUSTED GROUND WATER: NIA SEPTIC SEE SITEPLAN. 99.57 s �� 99.3 eAFFtE 5EP T l C TANK REQUIRED: 3 OUTLET 4 LC-6 LEACHING CHAMBERS OBSERVED GROUND WATER N/A 330 G.P.D. X 20ON - 660 GAL. J. ALL CONSTRUCTION METHODS AND MATERIALS AND EXISTING D-BOX W/3.5' STONE AROUND. 10'w x 38'1 x 12-d BOTTOM. OF TEST HOLE #!: 90.8 SEPTIC TANK PROVIDED: 1000 GAL. EXISTING MAINTENANCE OF THE SEPTIC SYSTEM SHALL 1000 GAL H-20 CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL SEPTIC TANK 6" CRUSHED STONE OR SOIL ABSORPTION SYSTEM REQUIRED: BOARD OF HEALTH REGULATIONS. COMPACTED BASE DESIGN PERC RATE C 5 M/N/1 NCH NPROF I L E : NOT TO SCALE SOIL TEXTURAL CLASS - l 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER EFFLUENT LOADING RATE - 0.74 GPD/SF AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER 330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS. PROVIDED: 4 LC-6 LEACHING CHAMBERS W/3.5' STONE AROUND. A-476 S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR I V 476 S.F, x 0.74 - 352 G.P.D. APPROVED EQUAL. 1 � � �� \\\ SOIL TEST PIT �ATAB 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED Q 100 \ \ PRECAST CONCRETE OR APPROVED POLYETHYLENE,. INDICATES V INDICATES BOTH SHALL BE WATERTIGHT. D-BOX SHALL BE WATER \ \ PERCOLATION _ OBSERVED o TEST - GROUNDWATER \ TESTED FOR LEVEL WHEN THERE I S MORE THAN ONE \\ TP #I v#Is006 TP #2 OUTLET. Q \\ . HORIZON TEXTURE COLOR ' HORIZON TEXTURE COLOR LOT 2C� 0 102.3 0 LOAMY IOYR LOAMY IOYR 102.3 7. BEFORE CONSTRUCTION CALL 'DIG-SAFE'. I � \ I I \ 26. 028+ S.F. \\ A SAND 3/3 A SAND 3/3 I-888-DlG-SAFE AND THE LOCAL WATER DEPT. 9• - - - - - - - - - - - - - - - 10/.6 B" - - - - - 101.6 FOR LOCATION OF UNDERGROUND UTILITIES. r I r I LOAMY IOYR LOAMY IOYR ----- --- I \ I \\ B SAND 5/6 B SAND $/6 \ I \ 36- - - - - - - - - - - - - - - 99.3 32- - - - - - - - - - - -- - - - 99.6 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE 1 i \ MEDI LAW IOYR\\ MEDI LN IOYR SAND AND 7/6 C SAND AND 716 DESIGN ENGINEER. TWO DAYS PR l OR TO CONSTRUCTION \ ! \ GRAVEL GRAVEL OF THE SYSTEM TO ALLOW FOR SCHEDULING OF ;THE CONSTRUCTION INSPECTIONS. 1 I / ------ cn LA 1 / i� t E,/ s 9. EXISTING LEACH PIT TO BE PUMPED DRY AND tOC / s BACKF I L LED. NO )VA TER y0 B Ito_ NO WATER 92 3 /0. EXISTING SEPTIC TANK TO BE PUMPED AND CLEANED. 1 / INSPECT AND REPLACE INLET TEE IF REQUIRED.. \ 1 1 DATE: APRIL 20. 2016 , � TEST BY: STEPHEN HAAS WITNESSED BY: DAVID STANTON PERC RATE:_l 2_MIN/I NCH \ t 1 BM. T# OF FOUND S� NG L N i \\ ; EL-10,5.16 EX 1 00 UW + + \ 1 r DEC a 103.5 I I I0. 1F r SHED �1 10 i ¢ � N / I SEPTIC 12"OAK Z 1 0 TA (} �w f i1. 1 1 ... / /02,5 NK r A. N T \ 103.7 LEACH w 1 PATIO P11 •is m� �12"OAKS �wd'f i`• Via' be 4 LC-6 PRECAST CHAMBERS POOL W/3.5' STONE AROUND m 1 121023 SERT l C S YS TEM LEES ! ON T \ 1 TP#2 m \\1 1\ G,AZEEBO I 63 KERRY DRIVE- . MAP 60 . PARCEL 26 1 \ TP#I BA 14 N S TA 6 L E . C MAR S TONS M 1 L L S ) MA . 102.9 .. . PREPARED FOR : LE x - KEV / N MERE / ROS joy C� ■ CB CONCRETE BOUND WAK50Y ROAD \ `, A� -W WATER LINE SCALE l 20 MAY 3 / 20 / 6 �a O HYDRANT LOCUs _G GAS LINE STEPHEN A . HAAS °to OHW- 6 VER .HEAD WIRES i PGH bPOST ENGINEERING , INC 9O4o �-" UNDERGROUND ELECTRIC LINE �' e P . O B o x 16 T- UNDERGROUND TELEPHONE LINE �j, ��� I ��� S o u t h D e n n i s MA 02660 � -CTV-- UNDERGROUND CABLEV/S/ON LINE //���� 1 � ( 508 ) 362-8132 +40.4 SPOT ELEVATION / l .­­-40--•-._- EXISTING, CONTOUR L O CV S MAP 0 /0 20 40 F4 1 PROPOSED CONTOUR JOB NO: l 6-022