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HomeMy WebLinkAbout0116 BAY ROAD - Health 1 I6 Bay Road (Cotuit) t I e�_ No. "" >� 10 O( Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Rppliration for Mizpool *p.5tem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. //6 BA/y IQA D—c'p 7u r Owner's Name,Address and Tel.No. Assessor's Map/Parcel �I CNN A. k—ELL.9'v Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �R z�GT N e rNI�US f�y� ,o / y� E 361RUCy Type of Building: Dwelling No.of Bedrooms Lot Size26 60�-t sq. ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow �J� gallons per day. Calculated daily flow 330 gallons. Plan Date S Z Z Number of sheets 2 Revision Date Title i ; E C Size of Septic Tan Type of S.A.S. Description of Soil —SQv_ ,PLAN 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 Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved b` �eti 4 Date Application Disapproved for the following reasons 16 Permit No. 7 Z Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Zertificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(!/)Repaired ( )Upgraded( ) Abandoned( )by 7lo2To�LGT1 at �tlii t` has been constructed in accordance with the provisions of Title and the for Disposal System Construction Permit NOV r� dated ;C f !`— Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ---------- - - - -- ---- --- - - - - - No.�•�� l�"�- ���- ➢� � —Z� �y —Fee THE COMMONWEALTH OF MASe USETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migogai Pp5tem Construction Permit Permission is hereby granted to Construct Repair( )UPgrade( ) andon _ ( ) System located at 7FAIJ k;947) -- UIT 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 p 't.TAIS PI" Date: Approved b �� 04 �$— k w CX U'(.� `��/U�O Fee �/ C� _ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: r`TYJ Yes PUBLIC,HEALTH DIVISION -TOWN OF BARNSTABL`'E., MASSACHUSETTS } Zlppri�ati'n for Mi_4pool bpetem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Locaiion Address or Lot No. �/G flA y �^ ra/r f / !W� 17-�p Owner's Name,Address and Tel.No. t Assessor'sMap/Parcel ZI JoHN A, k-CLC.Ey Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ' lZroLC cT/ yANkEE 3URUEY _ sTcAls s Type of Building: j i4lling No.of Bedrooms 3 Lot Size,?6 606* sq. ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) r, Other Fixtures Design Flow 35 gallons per day. Calculated daily flow 3 30 gallons. Plan Date Z Z 9 Number of sheets Z Revision Date Title i e C Size of Septic Tan Type of S.A.S. Des pltion of Soil SeQ_ BLAN r Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: tr 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 th a"system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed 0<7 Date Application Approved b .•- . - - Date Application Disapproved 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 Gt riL L c T at .� f has been constructed in accordance with the provisions of Title and the for Disposal System Construction Permit No. "' dated ✓ Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector--------------------------------------- ; 10(jas Fee THE COMMONWEALTH OF MAStAC14USETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Mi.5po.5af /*Pztem'itCon5truction �'ermit Permission is hereby granted to Construct( ✓)Repair( )Up rade( ) at don( ) System located at / — G Gf/ 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. r Provided:Construction must be completed within three years of the date of this p it. ! tS )5kr M /r Date:, Approved b tHE �� Town of Barnstable CF 1p� . Department of Health, Safety, and Environmental Services + BMMSfABIZ, 9� , . r Public Health Division '°TEnn►a+°i P.O. Box 534, Hyannis MA 02601 Office: 508-8624644 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health G « July 11, 2001 Mr. John Kelley 38 Jackson Drive Acton, MA 01720 Re: 116 Bay Road, Cotuit Dear Mr. Kelley, You are granted a one-year extension of your disposal works construction permit number 98-577 issued on September 4, 1998, regarding 116 Bay Road Cotuit, Massachusetts. The permit will therefore expire on September 3, 2002. This extension is granted because the engineered plan meet all of the State Environmental Code, Title V provisions and local health regulations. Sincerely yours Susan G. Raskk.S. oECEIVED ..:. 1UN 12 2001 ' John A Kelley TpWN OF BARNSTABLE 06/06/2001 01:14 PM HEALTH DEPT. i To: TOWN OF BARNSTABLE-PUBLIC HEALTH DIVISION cc: Subject: EXTENSION OF SEPTIC SYSTEM CONSTRUCTION PERMIT ATTN : GLEN HARRINGTON DEAR SIR : PLEASE EXTEND MY SEPTIC PERMIT FOR ONE YEAR BEYOND ITS CURRENT EXPIRATION DATE . THE PERMIT NUMBER IS 98-577 ISSUED ON 9-4-98 . 1 HAVE ENCLOSED A SELF ADDRESSED STAMPED ENVELOPE FOR YOUR USE IN SENDING ME CONFIRMATION OF THE EXTENSION . THANK YOU FOR YOUR TIME . REGARDS , 'JOHN KELLEY 38 JACKSON DR ACTON , MA 01720 RECEIV E-i" .. SEP 3 - 2002 a ..... .• TOWN OF B,+:�w;;',L bLE John A Kelley HEALTH DEPT. 08/26/2002 02:35 PM I To: TOWN OF BARNSTABLE -PUBLIC HEALTH DIVISION CC'. Subject: REQUEST FOR PERMIT EXTENSION IT WOULD BE GREATLY APPRECIATED IF THE SEPTIC SYSTEM CONSTRUCTION PERMIT FOR 116 BAY RD, COTUIT COULD BE EXTENDED FOR 12 TO 18 MONTHS . AN UNEXPECTED JOB LOSS HAS PREVENTED THE BEGINNING OF THIS PROJECT AS SCHEDULED . WE HOPE TO GET THE CONSTRUCTION UNDERWAY BY NEXT SPRING DEPENDING ON THE EMPLOYMENT SITUATION . THANK YOU FOR YOUR TIME . THE PERMIT NUMBER IS 98-577 JOHN KELLEY 38 JACKSON DR ACTON , MA 01720 ear a I� 1" ^� Vd-' s 4`0 � • �� SH f or�1� oFtHE ra,, Town of Barnstable M iF Regulatory Services I ■ • BARNSTABLE, � 9 MASS. Thomas F. Geiler,Director 1639. ArEDMAyA Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Mr. John Kelley 38 Jackson Dr. Acton, MA 01720 Mr. Kelley, I am in receipt of your memorandum dated August 26, 2002 requesting extension of your septic permit. You will need to apply for a variance before the Board of Health again. You were previously granted an extension on this permit(attached)that has expired. Under Title V, State regulations, you are limited to one (1) extension. Attached is a copy of the state regulation. If you receive approval from the Board of Health, the next step will be to request approval from the Massachusetts Department of Environmental Protection. Thomas McKean } Town of Barnstable Department of Health, Safety, and Environmental Services T►v Public Health Division Date 367 Main Street,Hyannis MA 02601 BARMABLA MAM . 1659 Time 8 Fee Pd. �O 4 r Date Scheduled - f D MKt Soil Suitability Assessment for Sewage Disposal Performed By: �IFuL� �y Witnessed By: J e �v4ut v In LOCATION & GENERAL INFORMATION.Location Address J� Owner's Name j-oh A-u� Kell( ^ LIU � � Address 7� (�L ( joy���4I -{-- Engineers Maine U y Ue Assessor's Map/Parcel: �V a � NEW CONSTRUCTION REPAIR Telephone p Land Use W CXAf J ' Slopes Surface Stones N Distances from: Open Water.Body �`�=ft Possible Wet Area a�00 T it Drinking Water.Well 160 ft Drainage Way N 'L ft . Property'Line ft' Other ft SKETCH: (Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) ro rc, w-P sse-r- ?z, y s C et l, t � p .� cV Parent material(geologic) Cra4R-61'e- Depth to Bedrock L Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face aiYJ'9J x` Estimated Seasonal High Groundwater ju> DETERMINATION FOR SEASO AL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: k in. Depth to soil mottles: in. Depth to weeping from side of oFs hnl : _in. Groundwater Adjustment ft. Index-AVell p Reading Date:» Index Well 0-el Adj. factor Adj.Groundwater Level_ PERCOLATION TEST Date;-4fe Time L S Observation it Hole H Time at 9" Depth of Pere •t,,p Time at 6" Start Pre-soak Time© Time(9"-6") End Pre-soak Rate Min.Anch L Site Suitability Assessment: Site Passed Y Site Failed: Additional Testing Needed(Y" 14 Original: Public health Division Chscrvation Hole Data To Be Completed on Back—� Copy: Applicant DEEP OBSERVATION HOLE LOG Hole # Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulderes. %Graygil o -V O P'6-A Nt L GI_a .h A S�w�yLowrv� loy/j `1-1 fit► l ��° � to Y� —G e 5- tIVG w r-v DEEP OBSERVATION HOLE LOG Hole # Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulderes. a e,y`�3�ti )3 14yN� 90 S-9 SAT DEEP OBSERVATION HOLE LOG Hole# Depth from Soil horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulderes. % DEEP OBSERVATION HOLE LOG . Hole # Depth from Soil I lorizon Sail Texture Soil Color t`S Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes, % DEEP OBSERVATION MOLE LOG Hole # Depth from Soil Horizon Soil Texture Soil Color' Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. a 'l• I CNCCL STREET S 9' HSE -=__ �� P°poNEss r / / WELL LOT 87 BENCHMARK �c � �- A.Al 7/22 MP OF CONCRETE BOUNDARY U,y C.Q _ ELEV.=44.8(N..G V.D.) p..�, 150, to 0 04�LOCUSloo IN r � _ ti LOT 88 070,1 �8 5 / A.M. 7%21 /\ I Q / / 50.0, �� AREA=26,006 S.F. OQ 'Bo' / \ I ,�4L2 LOCUS MAP Q / s� � y� oN PROPOSED o / / \ \ O 1'' q ti // �✓ / �' 3 BEDROOM o HOUSE ,00/ / ao ��� b T.O.F= 47.0 �� Tp� PLAN REF. 1"5/67 & 256/46 o o / / 1� RES. ZONE: RF M 6 b / �� / �, 1 VACANT o / tie / / � �n � �a. / �1� CRO UNWA TER PROTECTION / �70.7' " J, �� 8O e 43.7,�0 A-M. 7/32 O VERLA Y DISTRICT AP r 40 .n I / �i a .0 m b ► 0 I.."teas AQ ~►— �I oy' *40 43.0 PROJEC T L OCA T/ON w ��gf , i 116 BAY ROAD ff ppF UPOLE A.M. 733 \ _.`�sjj-7, i�\� ���\ T> J, 43.1_ 23 TOWN W //��jj ATE/ COTUIT MA. �PAP�R �OW-D � ROADS ----- _ APPLICANT.• UPOLE JOHN A. KELLEY fwP LOT e3 YANKEE SUR VEY CONSUL TAN TS 7120, P. O. BOX 265 HSE TOWN WATER UNIT 5, 408 INDUSTRY ROAD mug pl~ry - A.M. 7/3s MARS TONS M/L L S; MA. 02648 � y TOWN WATER PH.(508)428-0055 — FAX(508)420-5553 4 Pik N�rA� SCALE. 1"=30' DA TE. 8/,22/98 suRvE�°Q RE V.• 9/1/98 FRE V. JOB NO. 51582 SHEET 1 OF 2 EL. = 47' w TOP OF FOUNDATION 20' MIN. 10' MIN. CONCRETE COVERS •4" SCHEDULE 40 P. VC 2"LAYER OF MIN. PITCH 118 PER FT. 1/8"-112" EL= 46' WASHED STONE CONCRETE CO VER MAx / / . , , / EL=46.0' 4" CAST IRON PIPE (OR EQVA j MINIMUM CLEAN SAND 9 PITCH 114 PER FTT:�; MIN. PIPE PITCH 1116" PER FT.= 0.005 MIN. FLOW LINE EL=43' INVERT 1 10" MIN 14" R - 2.o' ° ° ° °° °° ° ° ° ° ENDCAP INVERT LEVEL ° ° ° ° ° ° "°o ° '°o °o ° °p GAS _ 44' 6 SUM ° ° , ° ° ° ° ° ° ° ° 12 ° ° ° ° ° ° O ° m ° °° ° , INVERT BAFFLE EL•---_ INVERT INVERT ° ° oo ° 9 ° ° ° ° q; ° 8 ° ° ° =41.5_ EL.= 44.25 EL.=43-- EL.= 42. 75 7V BE PLACED ON FIRM BASE) DISTRIBUTION INVERT MECHANICALLY COMPACTED OR 6" OF SYVNE BOX EL•= 4_2_5 1500 --GALLONS 12x 40'x 1' ) TO BE WATER TESTED FIELD FORMATION SEPTIC TANK IF MORE THAN ONE OUTLET PLACE ON 6" STONE 3/4" TO 1_1/2" SOIL ABSORPTION PROFILE OF WASHED STONE SYSTEM SAS SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. =_35_O - NOT TO SCALE NO OBSERVED WATER TABLE (5119/98) ELEV. __ 35.0 OBSER VA TION HOLE 1 ELEV.=— 46 _ PERCOLATION RATE �5 _ MIN./ INCH AT —,3Fz" INCHES OBSERVATION HOLE 2 ELEV.=_ 46.0' DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-4" 0 ORGANIC 0-4" 0 ORGANIC 4"-9" A SANDY LOAM IOYR 4-2 4"9" A SANDY LOAM IOYR 4- 9"-36" B LOAA Y SAND IOYR 5-8 9"-36" B LOAMY SAND IOYR 5- GENERAL NO TES 36"-132' Cl MED. SAND 10 YR 6-6 PERK. 36"-132' Cl MED. SAND IOYR 6-6 (COTUtT SAND) (COTUIT SAND) 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. NO WATER ENCOUNTERED TITLE 5 AND THE TOWN OF _BAR�SLE____ RULES AND NO WATER ENCOUNTERED REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE CO VER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" DATE OF SOIL TEST 5/19/98 SOIL TEST DONE BY BRUCE G. MURPHY, R.S. 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY: JERRY DUNNING WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE DESIGN CAL CULA TIONS. USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. NUMBER OF BEDROOMS . 3 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL GARBAGE DISPOSAL . . . . . . . . . NO BE MORTERED IN PLACE. TOTAL ESTIMATED FLOW 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH ( 110__GAL/BR./DAY x 3--- BR.) 330 GAL/DA Y DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. REQUIRED SEPTIC TANK CAPACITY 1500 GAL 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR SOIL CLASSIFICATION . . . . . . . . 1 IS TO CALL "DIG— SAFE" AT 1—800—320—4844 AT LEAST 72 HOURS DESIGN PERCOLATION RATE 5 MIN./IN. PRIOR TO COMMENCING WORK ON SITE. EFFLUENT LOADING RATE . . . . . . • 74 CAL/DA Y/S.F. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS LEACHING CAPACITY (AREA X RATE) 355 GAL/DAY SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. RESERVE LEACHING CAPACITY . 355 GAL/DA Y 8) PARCEL IS IN FLOOD ZONE __"C"_____ 9 LOT IS SHOWN ON ASSESSORS MAP 7 AS PARCEL _21 (40x12x. 74) CZ14FFT2 0 2 JOB NUMBER___Al RACE LANE M Y S T I C L A K E x 4 LOCUS NORTH COTUIT POND ) MYSTIC �A M LAKE W L 0 T D — 2 �R�� a )'88e n UPLAND AREA C4 �.� 0a !4 40 83,106 Square Feet t �o� n�.1 O 1.91 Acres t �P ^ m HAMBLIN 1, p Z POND shape factor = 20.7 �/ B E A C H 041 J a LOCATION MAP WETLAND AREA Q 2031 Square Feet 48 SANDWICH QUADRANGLE 0.04 Acres SCALE: 1:25,000 ASSESSORS / / _'So MAP 82 PARCEL 8 \ ZONES: / '� \52 \ o\ \ `` AP OVERLAY. DISTRICT �'' '"�•-- .— _--•-- ..— `'' .� �� i \ ZONING DISTRICT: RF MINIMUMS �5s , \ \ -. so • AREA = 43,860 S. F.* FRONTAGE = 150' / \ \'', -" 52 WIDTH = N/A / FRONT SETBACK = 30 / ''� \ \ _75.98 - — 54 \ \ \ SIDE SETBACK = 15' 60 � /� —�__ _ — REAR SETBACK 15 �� / ` \ 5s ,\ FLOOD ZONE: C � -- ` — 62-- ----� \ �" N \ --- 58-- c°°n� o \ FIRM COMMUNITY PANEL No. 250001 0015 C ��. / 60 " / \ ` �' _- — 64--- \°, o' \ REVISED: AUGUST 19, 1985 /���� / \ TOPOGRAPHIC INFORMATION / � \ 66 -- \ o V \ \ \ FROM TOWN OF BARNSTABLE ,� //// \ \ ExL7tNG LEACH PIT \ \ 62 BASEMAPS (G. I. S.) /�� \ �. \ \68--._ SEW AG No. \� 36" BEECH / \ 70� �'`, aQ," TREES *NOVEMBER 20, 2000 FILING DATE ` \ ,� PRELIMINARY PLAN �/ / ?4 \ \\� \ / ^o \ 8-FOOT WIDE TIMBER STEPS / M/ \ \ Q 46 / / / \ HOBS£ NFL/Nc \\ ,� \ AREA AVAILABLE FOR LEACHING J \ / / o. / / / / ?3S \ \ SYSTEM LOT D - 1 0 4�// / 54/ / I52 56/ Li 58/ / � / 6 / cr \ Ce LLi i 62/O 60/ 66 , 68 '\ / P� \ LU > 72 8 ZDo -- _ 01 •-�. 82 \ -� i - cF s N \ � p� \ 84 �"-- air ' L 0 T D -- 1 F \ UPLAND AREA T \ 150.90, ALTERNATIVEIVEWAY DR 61,443 Square Feet f / / 1.41 Acres t LOCATONS N LOT 1 1 54' / .shape factor - - 20.0 43,560 square feet ��9p\ R�25.00' PROPOSED DRIVEWAY -33.12' 'o �o WETLAND AREA s RELOCATION N LOT 2 `r\ Shy os PROPOSED WENL SITE 12,947 Square Feet f LOT - 1 w 0.30 Acres t r �4 , 1-4 82 fool D E T A I L , , / / IR OSEDWA,( 'W\TMB�RMSa� ❑ --t DT�TURBED - L=276.56' P NOT TO SCALE / 'BRA DE CPp? COD o �� SOS• o ._ ❑ o L-66.64 __ _879 30'�--�._-.42 �s. 84 LINE DIRECTION DISTANCE l / _ry 58 L1 S 13'44'39" E 24.95 $ Q �„ 1 / � 4!i �� ��,-87' SIGHT.DISTANCE 385' °'I o EDGE EXISTING PAVEMENT R Q A L2 S 48.04 39 W 14.95 / L3 S 48'04 39 W 14.95 ! o o i POLE # 549/10 L4 N 41'55 21" W 25.16' �� L5 S 62'10'00 W 23.35 6' 1 SEE�DETAIL L ,L�A� - 86 L6 N 62*10'00' E 23.35 A 0 — L7 N 13'44'39" W 4.79 SUBDIVISION #765 c� PRELIMINARY SUBDIVISION OF LAND p\S- AN 80 I N 5� BARNSTABLE — MARSTONS MILLS — MASS. / FOR 70 LEO & ROSEMARY BURNS ° REVISED: JULY 9, 2001 SCALE: 1" = 30' APRIL 11, 2001 BAXTER, NYE & HOLMGREN, INC. : \ 812 MAIN STREET i 1IA Of OSTERVILLE, MA,5S., 02655 ` \ (508)-428=9131 doFi ,. u <" XW4 0' 30' 60' 90, SQUARE FEET ACRES L PARCEL UPLAND AREA 144,549 3.32 PARCEL WETLAND AREA 14,978 0.34 ROAD AR1=A 6,926 0.16 TOTAL 166,453 3.82 K 'E Y WELL SITE WOOD FENCE o ❑ PROPOSED WELL/SEPTIC LOCATION LOT D — 1 LIGHTING FIXTUREt ELECTRIC METER EO CEMENT BOUND FOUND ---B IRON PIPE FOUND G RECORD OWNERS: TRAVERSE POINT A LEO BURNS UTILITY POLE `� ROSEMARY BURNS DEED DATED: JANUARY 30, 1998 LINES FOR SHAPE FACTOR COMPUTATIONS WETLAND AREA EDGE OF CLEARING WATER SUPPLY - PRIVATE WELLS PROPOSED CATCH BASIN RE 2001-027(PL04.DWG)