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HomeMy WebLinkAbout0038 WASHINGTON AVENUE - Health 38 Washington Avenue A = 162-002 Osterville TOWN OF BARNSTABLE LOCATION ' r N FEE vvC' SEWAGE# al --L>/S VILLAGE �,�{ (�;} ASSESSOR'S MAP_.&PARCEL [„'Z INSTALLER'S NAME&PHONE NO. ' A SEPTIC TANK CAPACITY i TOCU ACGMp W LEACHING FACILITY:(type) 5XJ a (size) NO.OF BEDROOMS �I OWNER PERMIT DATE: -)y.- Al COMPLIANCE DATE: !6_ ;Z Separation Distance Between the: Vewe 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 BYDAZOATAC l 15 G h •y�j i S 1 qYell N.3 — c; ' S1 G 5 No. Fee 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppliLation for ]Disposal *pstrm Construction Permit A Application for a Permit to Construct( ) Repair(• ) Upgrade(✓Abandon( ) ❑Complete System [individual Components Location Address or Lot No. 38 0.1 Aw-e— Owner's Name,Address,and Tel.No. 0 4ecv44— Assessor's Map/Parcel b ,ap e l'v� WinT4 ft Installer's Name,Address,and Tel.No. Designer's Name,Addressy.and Tel.No.Qu 8 "4 a 334 Type of Building: L Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(1) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) L jq 0 gpd Design flow provided N 5L1 gpd Plan Date t 17, cl Number of sheets Revision Date Title ?1 a \ V 01J—L— Size of Septic Tank 45rjO Type of S.A.S. 3-5d® Q& (Hk l( ,.> 110 Description of Soil A Zo-1%7 0-9%LdAM is UPP ft /0`I&C,�bT��hg�) 3y-bo" �T loy�SI�S�i� 60-01 Nature of Repairs or Alterations(Answer when applicable) -1w%S ," ,�.,�� :� v(k►stLg— fU-N ti` (4 -ter S�sl6 1'.er„,4 Na ZO-331 V%C ctpr• on)& t Y%�r bt, 1tw owr►c 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 th. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. g o iZ 1 — 0415 Date Issued — ) 70 No: Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN-OF BARNSTABLE, MASSACHUSETTS lolicatlon for Disposal *pst m Construction i3ermit � Application for a Permit to Construct( ) Repair( .) Upgrade(✓) Abandon(') ❑Complete System [9-Individual Components Location Address or Lot No. 3$ Ws5�Nr,�u-�,4 w t_ Owner's Name,Address,and Tel.No; C)Sit V,LC Assessor'sMap/Parcel o0 ,y` Installer's Name,Address,and Tel.No. Designer's Name,Addresspp and Tel No ,�� SV11tVeh i:.nya'�c,�n l a^T���� Z.A 1 oNeo iv _, y 50� H.2� -334`j Type of Building: Dwelling No.of Bedrooms Lot Size 38 30 sq.ft. - Garbage Grinder(L))1 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.�required) �y 0 gpd Design flow provided L j�'� gpd Plan Date ��•�ClY1 ! , ZJ Number of sheets Revision Date Title S\\" �y'Ak pooc yqr%(- ,.lt,,,_ Size of.Septic Tank tl-60 Type of S.A.S. 3-C,61h CAl Description of Soil '[4 70-07 U•o,�14w\ 21M Z(�A`KK 101&(,/b C. 3q--W 0 1°��4 AD -,OoM zs`1 0(0 Mko SNAG Nature of Repairs or Alterations(Answer when applicable) ' ' 'rt��+<, �Pr.,•,�� �� � U(aGc�t� P11.'��t�< la i��Jr�c��u.-� S��t..V� '1 i►r s Al'� r l�ren� Na ZO`3-39 t,a+A C{y>nn1+1 UDev� -��r Qa�a►J� � „nStA� A(w pwrw 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�o..LHealth. Signed Date 4 Application Approved by (/ Date Application Disapproved 6.v"�' -Date for the following reasons a., . •, Permit No. ' y� � " 0 q Date Issued d ' J 4 , THE COMMONWEALTH OF MASSACHUSETTS Yl,I)C BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by "' has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 7 v3 -ry�5 dated , Installer ►/j v.i R n.t/++l✓t Designer s !, #bedrooms _ , Approved design flow t (! gpd a�`' The issuance of this�(enn t shall not be construed as a guarantee that the system (1 fincti � as designed ,..� {} Date i � 'Inspector t_ t✓ No. -- �-U�"�-".-�7 L�,�-- --•--•---•-----•------------- .--- --� -�- ,. ---- --- - Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE MASSACH; USETTS Mfsposal 6pstem Construction Vertnit Permission is hereby granted to Construct( ) -Repair( ) Upgrade( Abandon( ) System located at 156 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. Provided:Construction must be co m leted within three years of the date of this permit. Date Approved by. ' -�C � f I - 7 7-7- 777�,�1'-n77 7 - #/77 7- Bed Bath Living L Bed Kitchen Bed Bath / ' First Floor 7%7 7/ 7y77 ,� /77-7 I 7777/ /-77/- fUtility I r t Family ---.. ., . � Bed Laundryw� . Play ;/ Bath Lower _ 1 Town of Barnstable Inspectional Services : Public Health Division • r 1#AENBfABI.B, M"8' Thomas McKean, Director �o 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer& Designer Certification Form Date: z0-1 Sewage Permit# 01tS Assessor's Map\Parcel'Q-c3oZ Designer: �r���� �n�,��eer.M (��s�� _ Installer: `0,A-1�rum—, Address: Address: On z i n I Z_ 1 �)A I.V)C was issued a permit to install a (date) (installer) septic system at 3 5��-�u�-� A,,c— u-_k,k based on a design drawn by (address) .c 'sA hear dated Z I Z tz0Z (designer f I certify that the septic system referenced above was installed substantially according to include minor approved changes such as the design, which may pp lateral relocation of the g distribution box and/or septic tank. Strip out (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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in with the to rms of the IAA approval letters (if applicable) .��Wo of ss9. JOHN C. Off, O'er �" CIVIL ( nstaller'S Signature) No.48168 A�®� 9FGISTEPF� FSS/©NAL (D signer'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. WoMdeptAHEALTRSEWER connecASEPTIMesigner Certification Form Rev&14-13.DOC i t TOWN OF BARNSTABLE Q LOCATION_3co tins �� r � l/� Ale- SEWAGE # ! VILLAGE o�ter,11ti 1l,0 ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. <R? Z-6 y? SEPTIC TANK CAPACITY /5-0<5 t LEACHING FACILITY:(type) 000 t (size) NO. OF BEDROOMS 2 PRIVATE WELL OR PUBLIC WATER i', 3 OR OWNER 2U r 04,1/ 4� DATE PERMIT ISSUED:' DATE COMPLIANCE ISSUED: A VARIANCE GRANTED: Yes No �'/ `r., 1 ��� ��- `�P �. �� N, O THE COMMONWEALTH OF MASSACHUSETTS J BOAR® OF HEALTH /L .... .......................oF... .�-....�.......�....... aP < .....__........ Appliration for Elio oo al Worka Towitrairtivai Prrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System a . k ...-•...... ... ..... ..........•--------------............----- ..------------------..-•..............•-- ...---••.....................................Lot No. // Address JFW. .... ... -,.�... ... ....... Ins.a.!er Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms......... .................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria Otherfixtures ----------------------------••••....... ...•-----------•------•-•-••-----•----•----•-.......... W Design Flow...........2.30..................gallons per person per day. Total daily flow.......... ___ -.-.......i��._.•...gallons. f: Septic Tank—Liquid capacityl5®q.gallons Length................ 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 ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ------- - O Description of Soil........... _ x x •-••-•-•--------------------•-----••--------------•-•---•--•-•••••-•---•---••--•--••------------•----•-------•--------•---•--•----•--------•----••-----------••-----------•-------•------•---------_.... U Nature of Repairs r Alteratic5-�nswer when a plicable......................7_.-_ ------ --------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of L1 THE ",of the State Sanitary Code—The undersigned iurthe agrees riot to place the system in operation until a Certificate of Compliance has been ' d the board of eal Signed----- --- . . . . ---------- --------•-_---- 3...Z. C Dpte Application Approved By--- •- -----••---•----- .•-• ---- --- -- -•--•-----•-..... ........7 `-,......... 46 Date Application Disapproved for the following reasons:.............................. ....----•••-----------------•-----•---•-------------------•---•---•----------•-- ......-•-•-•--•---....--•----•---.....--•--•.....................•-•---.......------....-----........-----------------------•-•---•----•--••----•--....-•-••-•-••-•--••--...•-----•-•---•-----....._.... Date 90 PermitNo..... .............-................................... Issued. - /1 Daz r No.. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH pw � ............. ....................OF............. /.!!!;'..._ �1 b.�................... Appliration for Disposal Works Tonstrudion Fermi# Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal syst � .� .fin., 5 =.--- ----.. .... ... ......•-•-•..------.........----. ....- ----. or �..........c . ................................................ o dress Lot No. //-- AAd�dress .S Installer Address d Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building ............... No. of ersons............._......_....... Showers — Cafeteria a YP g --------•---- P ( ) ( ) Other�x.Lures .•-•-• •••----•--•-•--•--•••-•--•-•----------------•-.-----•........-••-............--•-•----•-------- ......----....................... W Design Flow.............. _._9.......... .......gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacitytSV0.gallons Length................ Width................ Diameter__-____-.__._-_- Depth................ xDisposal Trench—No. .................... Width.................... Total Length............:....... Total leaching area....................sq. ft. Seepage Pit No-----_------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) ~' Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ G4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 0 -------{� Descriptionof Soil------�?-n_c!. ....................•--...-------•---.........-----•......------------ ------•.....••------------------------.---•-- x W -----•----•----------•••••-----••-•••-•••---•-•-••--•----•-----•----•---...-----•-•••-----------•------------•-------•---••-•---•••--------•---••-•-•------•------•-.........-•--•-------------•-------- U Nature of Repairs or.Alteration_ nswer n a plicable.. ........................................................................................... ......................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITL i, 5 of the State Sanitary Code The undersigned furth ages not to place the system in operation until a Certificate of Compliance has beet#,i the—board of.4leal Signed•... -- _._.. ,ate !1 Application Approved By---••-•••--•--•-••----. -- -•••---................................... ................... .....•v."�r.�.''��,V Application Disapproved for the following reasons----------------------------- ----------------------------•-------------------------•-•-- Date---•-------- ................................................�••-•••--••---•----••--•------._._..........--------•--•-•-•---•--•----------------------•-----•------.....---- .................................. 4 9j 1,0 ` Date { Permit No..........-............................................. Issued.-........ ........... ............................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH vErrtifiratr of Tomplianrr THIS WTIFY ,,Th at )he Individual Sewage Disposal System constructed ( ) or Repaired ( ) by.................. ...... -- ,� l-" -----------------------------------------------------------------------------------------------------------------•-- at---•- -•---•---._J9�....... .,v /,:...............................................1;0/!/,----.......... ..... ---------- has been installed in accordance with the provisions of T LE 5 of The State Sanitary de as described in the application for Disposal Works Construction Permit No �.................... ........ dated_. _ r ' -------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONST UED AS A GUARANTEE THAT THE SYSTEM LL CTIO ATISFACTORY. _ DATE.... _. �✓'� 1�................. Inspecto .: � � ✓� �e" THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH s .......................................... :1 No........................ FEE............ �,1 Permission is hereby grante d--•-•............. ................................................................................................................... - to Cons /�Ar�Iiepir � ) ,I�iv' . Se e�i osal S st at No...•-•-• /``..... ��JJ' ��//�-11 � ' .. I7........................................... / Street / as shown on the application for Disposal Works Constructio er it NO...�4-�, Dat d`_J'`-•"./-...°`v-re....... Board of Health DATE-----------------.......---•-------_s ....---••-••--•-.......----•----- I FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS IE r PERC TEST.20-187 PERFORMED BY:JOHNODEA,PE-SULLIVANENGJNEEMG SEPTIC NOTES � a See Note 6 (typ.) �.. tit CONSULTING,INC. F.G. EL. 16.3 - *Final Foundation Grodin To Be F. SOIL EVALUATOR NO.2911 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours oar ma a ith Landscape Plan WITNESSED BY:DAMD STANTON,R.S.-TOWN OFBARNSTABLE Prior to Any Excavation For This Project the Contractor Shall Make SEPTEMBER 15,2020 the Required Notification to Dig Safe(1-888-344-7233)and contactr'• '�` Flow Equilizers EL. 13.45 f As Required SITE PASSED Sullivan Engineering&Consulting Inc.(508-428-3344). Installer To Existing 2.The Contractor is Required to Secure Appropriate Permits From Tows Con firm Prior EL. 1 1500 Gallon Agencies For Construction Defined b This Plan. +u 9EL. 12.75 T� EL. 13.18 TEST HOLE-I EL.1815 TEST HOLE-2 EL.18.25 3' To Any Work Septic Tank H-20 . .. 3.Whenever Sewer Lines Must Cross Water Supply Lines Both Lines Shall D-Box EL. 12.43 :: ;oA wAM Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to (See Note 5) 10" ':. ::. :::::::.:::r::::17.4 10 17.4 12.18 ' Assure Watertightness. In General, Water Lines Shall be Constructed in Leaching BLAY. I. YR. 6... .. .:.. To Be Installed On Chamber :::;BRQWNISITYBLLUW:: BR0.WW.SFiYBLLOR!::::::::: Coordination With COMM Water,and Shall be in Accordance �� n Stable om ace aB se ................ .P - 3s" .....:.. ....O fitY SANti::::::::::::1s.3s 34 :...: a oA{►tYSArm ::: 16.0 With 248 CAM 1.00-7.00&310 CMIt 15.00. `. «• Bedding,"T"s, .. C I LAYER I 5 6 C iLAYER l YR 5 6 " Inspection Port tf.` rfcoar�te+ee:Re;»oi�e':Be:I7e iace: 4.AMmrmumof9 ofCover is Required for All Components. P ,.:..:....:. :. :... D.. . YELLOWISHBROWIV YELLOWISHBROWN & Boffels AFF.::Ilnsu�tdbfe.:Solls:.kVitF�ip:. ';Qf.:? Sql� 5.The Condition ofthe Existing Septic Tank Shall be Evaluated at 1JJ as Per Title 5 The iluter F'erim868r �f ihs9 yatern `� S8" C2LAYB 2. 6/6 13.4 MBDIUMSAND 14.75 the Time OflnStallatiOn and IfR LOCATION,V,~P ell I( �>/ equired,Shall be Replaced. . 7� oo OLIVE YELLOW 25GALLONS GONE IN61bIIN3o SEC. All Structures Buried Three Feet or More or Subject (1 2000E EL 5o 132 MEDIUM SAND 7.25 60» PERC RATE<2 MW/7N(LIAR=0.74) 13.25 to Vehicular Traffic t0 be H-20 Loading.It is the En eer's DEVELOPED PROFILE OF SYSTEM a am es ae 1 g OLIVE YELLOW Recommendation that H-20 Always be Used. ASSESSORS REF: NOT r�SCALE EL. 2 132 MEDIUMSAND 7.25 6.Install Watertight Risers and Covers to Within 6"of Finished Grade Lake Elevation Over Septic Tank Net and Outlet,D-Box,and One Leaching Chamber. - Map 16Z Parcel 002 All covers are to be maximum 18"for concrete or 24"Cast Iron. 7.Septic System to be Installed in Accordance With 310 CAM 15.00& �+ TEST HOLE- ......... EL. TEST HOLE 4 EL.16.6 248 CM 1.00-7.00 Latest Revision and the Town of Barnstable OVERLAY DISTRICT: Board ofHealth Regulations. LOAM.:.........:. :: LOAM 8.All Piping to be Sch.40PVC. AP - Aquifer Protection District ... 8» 15.9 7 16.0 Finish Grade YERio .. » B YER.ioYR.Cr✓6..::.:..:. 9.D Box Shall Have a Minimum Inside Dimension of 12;and a Minimum .... _ _•W - W - BROWtvIsliY!?LioW::: BRoWlvisiiYEi aW::: Sump of6'. ..:...•...: ZONE: 3S» AiIfYSANI) 13.7 33 LOAMYSAN ::: ,..::: 13.9 10.The S 3' Max. ,, � ( .. : .•:. eparation Distance Between the Septic Tank Inlets and 9„ Min C I LAYER OYR 516 i LA IOYR 6 RF-1 Compacted Fill Filter YELLOWISHBROWN YELLOWISHBROWN Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend Fabric 72» MEDIUM SAND 10.6 MEDIUM SAND a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" Area (min.) 43,560 SF And Or C2LAYER25Y6✓6 50" 9 (min)/ Below the Flow Line,and Shall be Equipped With a Gas Baffle. Frontage e min 20' 2" -- 1/8" = 1/2" OLIVE YELLOW 25 GALLONS GONE IN 6 MIN 30 SEC. Width (min) 125' 11.Plumbing Ejector Pump Shall be for Basement Flow Only. 1 Bedroom Pea one 132 MEDIUM SAND 5.6 70" PBRCRATE<ZMEV/QV(LTAR=0.74) 10.8 <25%ofDesi Flow. SeFronts30' 3' A C2 LAYER 2. 6✓6 Bn Pump Shall Have a Discharge Rate of<60 GPM at 3/4" - 1 1/2" ' LEACHING Double Washed OLIVE YELLOW the Total Dynamic Head,and Shall be Capable ofPassing a 2"Solid. 138" AIEDHMSAND Side 15' CHAMBER Stone A i Rear 15' r 4' - 10 12, 10„ FLOOD ZONE: Zones: X (Minimal Flood Hazard) CROSS SECTION OF CHAMBER X (0.2% Annual Chance) \ DESIGNDATA Community Panel No. NOT TO SCALE Single 13�msExisting #July 16, 014C07 J July 16, 2014 \ Q 110 GPD x No Garbage Grinder Total Daily Flow=44o GPD REFERENCES: o\ 3 Use a 1500 Gal Septic Tank m 3 Cert. 203150 D•K� LEACHING AREA r,� l `� LCP 15548 A glD o 440 GPD/0.74(LTAR)=595 SF Required N 2'u pN Q Sidewa11=2(12.83'+33.5')2'=185 SF f LCP 13731 A n _ N/F Bottom Area=(12.83'x 33.59=429 SF o N William K. & Adele J. Morris Total Provided=614 SF(454 GPD) o \ .. S44' 14' 107E -• 200.00' LEACHING CHANMER DESIGN 1 40.00, 1 N44' 14' 10"W ,• f All Pipes to be Schedule 40. Use 3-500 Gal.Leaching Chambers in a 12.83'x 33.5'Double Washed Stone Field as Shown. Q /777 1 Sty w/f Paved Drivel a� G ra e - / / W oa v r� r Basin /��r 3 �� - A� -16=_ �, Lot A 2 0 o o Lot Area ' o 3 \� I 8,890t SF to Loke 0 0 o z > �j W PROPOS D E\IECT FOR LOWER BATH o0 0 IN-�4Q'ltI•� 335 GA6. CZ WA TE OOFED to s SEE TE 11 o � � 1 #38 o 1 Sty w/f - via g f �b -B44' 14 1 D welling * � o �+ Lot F 19.9 1 \ wE 4 *Loco of O TO FF=17.3 3° P ED /�: Exist. S. y.r As Shown ` \ \� 3 °2 Per Town B.O. 0 Area�f (` % I 1 r As Built Card Sonld ( n1-2 1t►_t TO BE ABANDONED ■� o P�ti OR REMOVED �■.. �\ r' Ste `� �� r �o o _, , ✓ . v, Crystal Lake ( �� L _ PROVIDE -A 'THRUST BLOCK .- 1 IF R)E UIRED ,n ' �- � � _ _EL _ - El Shed I 40.00' I ~� �8-._. 200.0T � 1 N44' 14' 10"W .-• }c N OF �o N/F 48168 �`�T Wianno Club Benchmark - Top of Conc. o Bound E1.=20.17 (NAVD '88) 1STEA�� Q I hl \ o LEGEND: CDT Cedar Tree \ HT Holy Tree NOTES: PREPARED FOR: PREPARED BY. TI TLE: - Site Plan 'ciduous Tree 1) The property line information shown hereon was • u DT De, CT Co compiled from available record information. AW Engineering & Pro osed SepticUpgrade niferous Tree +2) The datum used is NAVD 1988, a fixed mean sea John A. Halloran TR. c-0 Utility Pole level datum obtained by RTK GPS performed by O Sullivan Engineering & Consulting Inc. 14 Indian Trail Nominee Trust u ivan consuitinonc. At -E- Electric -G- Gas 3) Topographic information was collected using both (508)428-3344•P.O. Box 659.711 Main Street, Osterville, MA 02655 Q /'') T� Wetland Flagconventional survey method and RTK GPS on 3V Washington AVe Iue secs aOsullivanengin.com www.suilivanengin.com Light Post 101112020. O ce/DH Draft: CTR/ASL Field: JOD Barnstable (Osterville) Mass. LLJ OHW- Overhead Wires 20 0 10 20 40 80 _ 25 Elevation Contour Review: JOD CTR Comp.: RRL DATE: SCALE: (n / Pro ct : 2004003 February 12, 2020 1 "_ 20' Project: Halloran J #