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HomeMy WebLinkAbout0702 OLD STRAWBERRY HILL ROAD - Health be Hill Road �02 Old Strawberry Hyannis A= 273 —209 0 pp 0 I a i � o o r r TOWN OF BARNSTABL/E LOCATION 9 6 Z O L,Q 5;7,04A)h aU All SEWAGE # I?- 3 9 �P VILLAGE C evrrAv i L LE ASSESSOR'S MAP & LOTaZ3^' ' ! INSTALLER'S NAME&PHONE NO. QR lA �ZisS yyy SEPTIC TANK CAPACITY LEACHING FACILITY: (type) L r it& Tk gw cH g'S (size) 2" X Z" x 3 NO. OF BEDROOMS 3 BUILDER OR OWNER FQ ,a,,JC t,s o F-.) ,d c PERMTTDATE: q 7- g cJ COMPLIANCE DATE: g i Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 o v k -,t� W 6 a n T LoN (� �T O "o aci V 61 to LQ N TOWN OF BARNSTABLE LOCATION 7 6 2 61-4 57,QALIGOAk l/IeQ SEWAGE# VILLAGE -C r=aUdl: �ASSESSOR'S MAP&LOT P O9 INSTALLER'S NAME&PHONE NO. o SEPTIC TANK CAPACITY o 6-J-7- LEACHING FACILITY: (type) :agwcEl` "S (size) '" X 2"x 3 o Lo.aJC- NO.OF BEDROOMS 3 BUILDER OR OWNER FR 4,JC►.s t1 u F-,,1,,4«L PERMITDATE: - 7- 1q COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 i A B B -'o z-36.7 3_ 3q.s 3 - z9 ' 2 s' 33 - 38' r 3Y2 r �j AA. Fee Jeav®� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: • es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Application for Miopotal *pztem COtt$truction permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. wner's Name,Address and Tel.No. (} ntev, �� a2 oid sTjPs �Jb 1J raj✓Ecs > � mac- '77 l-o Fo 80 Assessor's Map/Parcel 'J �l71 6 O t r p y 4U8.r»,2 j hj uoe-�6 Installer's.Nne,Add re s,and Tel.No. Designer's Name,Address and Tel.No. Am 700 9Tb,4.j /� r ss C`�C/7>rZl7A i.see' � ?1?-Qo z o rv/� W u 3 3 t Type of Building: Dwelling No.of Bedrooms Lot Size 3z,b?, sq. ft. Garbage Grinderk/Aa) Other Type of Building?lC No. of Persons Z Showers(Z) Cafeteria Wo) Other Fixtures Design Flow / gallons per day. Calculated daily flow 3 3 o gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 5-6 Z Type of S.A.S. :3 3 o Description of Soil Nature of Repairs or Alterations(Answer when applicable) mj -r g��s 4�,t Date last inspected: Agreement: Thee 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 o He lth Signed Date C- Application Approved by ' Date Application Disapproved for the following reasons Permit No. "' Date Issued e- 1 Via. T ti O " THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: s. es , F PUBLIC HEALTH(DIVISION - TOWN OF BAR "SPTABLE MASSACHUSETTS 01pplication forlioaal *pgtem Con.5trUCtion Permit Application for a Permit to Construct' Repair(`l)Upgrade( • )Abandon( ) ❑Complete System El Individual Components Location Address or Lot No. wner's Name,Address and Tel.No. Assessor's Map/Parcel CE�v*�Ut.f r / � L 7 f-U 'U Ste/(, OLD S large' /,//cc 4(S Installer's,Name,Address:and Tel.No. Designer's Name,Address and Tel.No. -- .✓6 / CCs7jv;i� /J. KG�ZC % y _aazv Type of Building: Dwelling No.of Bedrooms Lot Size.3_ 2/ sq.ft. Garbage Grinder k14) Other Type of Building f(4 No of P6sons 4) Z v"l-- Showers(Z ) Cafeieria(iJ c,) Other Fixtures a F Design Flow / t1 gallons per day. Calculated daily flow 3 3 D gallons._ _. Plan Date Number of sheets Revision Date Title Size of Septic Tank /9-0,z e-- Type of S.A.S. 3 T-uL u�-1 n 2 ` Description of Soil i t t Nature of Repairs or Alterations(Answer when applicable) "(/'tT(e""T TS a- 6 ✓ 5T.6 i '. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on 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 Gertifi- cate_of Compliance has been issued by this Board o V-1.4 alth Signed 1 Date C - Z,?-`9 Application Approved by Date6 Application Disapproved for the following reasons w • Permit No. Date Issued rr THE COMMONWEALTH OF MASSACHUSETTS t BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired( )Upgraded( ) Abandoned( )by at o o( has been construct d in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated - Installer Designer The issuance of thi e fal e construed as a guarantee that the w'll f tin esi ed � Date Inspector 0 No. / 47 ----.—-----------— -- f4�--- Fee, -�'-� . T" THE COMMONWEALTH OF MASSACHUSETTS''" PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS v =46.5ar *pgtem Corigtructibn Permit Permission is hereby granted to Construct(V )Repair( )Upgrade( .)Abandon( ) System located at DO o/tJ rC.4:,J��c��7 �,��� W1 C�_ad7" dg: 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 permit. � Date: '- 1 J Approved by r" r r Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal Number 1998-112-Ahern Variance to Section 3-1.4(6)-Bulk Regulations-Minimum Lot Size Summary: Granted with Conditions Petitioner: Barbara Ahern Property Address: 702 and 714 Old Strawberry Hill Road,Hyannis Assessor's Map/Parcel: Map 273,Parcels 209&210 Area: 1.44 acres Zoning: RC-1 Residential C-1 Zoning District Groundwater Overlay: GP Groundwater Protection District Background: The property that is the subject of this appeal consists of two vacant lots commonly addressed as 702 (Parcel 209)and 714(Parcel 210)Old Strawberry Hill Road in Hyannis. The subject lots are located In a RC-1 -Residential C-1 Zoning District-which has a minimum lot area requirement of one acre. The subject lots together are 1.44 acres in area; Parcel 209 being 0.75 of an acre and Parcel 210 being 0.69 of an acre. The applicant has owned both lots for 18 years, according to the application. In 1982, the property was zoned RC-1 and had a minimum area requirement of 15,000 sq. ft. In Fetxuary of 1985,a minimum lot size of one acre was established for all residential districts,except for the RG district which was already 65,000 sq. ft. (STM 2/28/85,Art. 1). Section 4-4.2(2), Nonconforming Lots-Common Lot Protection, provides for a protection of development rights for a period of 5 years from the effective date of any increase in the area, frontage,width,yard or depth requirement of the Zoning Ordinance. For the subject property, the protection afforded by this section ended February 28 of 1990. The applicant is,therefore,seeking a Variance from the minimum lot size requirement in order to re- establish the development rights of each lot under the Zoning Ordinance. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zon'ng Board of Appeals on July 15, 1998. A 60 day extension of time for holding the hearing and for filing of the decision was executed between the applicant and the Board Chairman. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened October 7, 1998,at which time the Board granted the Variance with conditions. Hearing Summary: Board Members hearing this appeal were Gail Nightingale, Richard Boy, Ron Jansson, Elizabeth Nilsson, and Chairman Emmett Glynn. Attorney Kate Mitchell represented Barbara Ahem,who was present. Ms. Mitchell submitted a memorandum to the file in support of this appeal. Ms. Mitchell described the locus and its surrounding area. These lots are within a small subdivision located close to two condominium complexes and close to the business area. All the other lots in the area are built upon. As background, Ms. Mitchell explained that Barbara Ahem and Virginia Linquist bought b � Town of Barnstable-Zoning Board of Appeals-Decision and Notice B K 1 1 Pr' 1 so 13?3 1 1 Appeal No.1998-112-Ahern Variance to Section 3-1.4(5)-Bulk Regulations-Minimum Lot Size two lots together in 1982 with the intention that they each own one lot separately. They(mistakenly) thought that which ever name was written first on the deed was the true owner. They did not realize the lots merged under zoning. Ms. Linquist passed away, and under her will, Ms. Ahern inherited both lots. Ms. Ahern only learned of the merger when she tried to sell one of the lots and the[potential)buyer was told the two lots had merged under zoning. As to variance conditions,Attorney Mitchell explained the shape of the lot is aberrant and unique to this area. If the two lots are combined the result Is one oversized oddly shaped lot, and not like any other lots in the area. A literal enforcement of the ordinance would be a substantial financial hardship to the Petitioner because this would only allow one lot when two separate lots were purchased, To grant the relief would not be a determent to the neighborhood as these are the last two lots In the area and no use is sought other than that of a single family residence. The lots have always been taxed separately on two separate tax bills and both lots were bought at fair market value. Attorney Mitchell Indicated the Petitioner will comply with the GP Groundwater Protection Overlay District requirements and will limit each lot to a three bedroom single family structure. Public Comment: No one spoke in favor or in opposition to this appeal. The Petitioner(Ms.Ahern)addressed the Board and reported that she was approached by a neighbor who would like to buy one of the lots. At this time, she is unsure about her plans for the other lot. Findings of Fact: At the Hearing of October 7, 1998, the Board unanimously found the following findings of fact as related to Appeal No. 1998-112: 1. The Petitioner is Barbara Ahern. The property in issue is located at 702 and 714 Old Strawberry Hill Road, Hyannis, as shown on Assessor's Map 273, Parcels 209&210. 2. The subject lots together are 1.44 acres In area; Parcel 209 being 0.75 of an acre and Parcel 210 being 0.69 of an acre. 3. These lots are undeveloped lots located along Old Strawberry Hill Road in the RC-1 Residential C-1 Zoning District which requires one acre of contiguous upland. 4. The remaining residential neighborhood Is developed with lots of similar size or smaller than the locus. 5. There is no additional land to be acquired to add to these lots to make the lots conforming to the current Zoning Ordinance. 6. The town has taxed both lots separately as buildable lots. 7. These two lots are the only remaining undeveloped residential lots in the immediate area and to 'r require the Petitioner to have a full one acre as is required in the current Zoning Ordinance would be an aberration to this particular area. 8. The relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the Zoning Ordinance nor would it be detrimental to the neighborhood in view of the fact that all of the remaining lots are basically the same size. 9. The lots are located in the GP Groundwater Protection Overlay District. 10. Pursuant to MGL Chapter 40A, Section 10, no Variance Conditions specifically relating to soil, shape or topography have been demonstrated. 11. The lots were purchased separately in 1982 and 1983 at full market value. Decision: Based upon the findings a motion was duly made and seconded to grant the Applicant the relief being sought In Appeal No. 1998-112 with the following terms and conditions: 1. The zoning relief being granted must be exercised within one year. 2 E3K 1 1 Ei� � P0169 G73 1 1 Town of Barnstable•Zoning Board of Appeals-Decision and Notice Appeal No.1998-1 U-Ahern Variance to Section 3-1.4(5)-Bulk Regulations-Minimum Lot Size 2. Both of the lots that exist, as now individual lots, may be constructed upon with a house having no more than three bedrooms each. 3. All other portions of the Zoning Ordinance in terms of setback requirements as well as use must be o�. complied with. The Vote was as follows: AYE: Gail Nightingale, Ron Jansson, Richard Boy, Elizabeth Nilsson, and Chairman Emmett Glynn NAY: None Order: Variance Number 1998-112 has been granted with conditions. This decision must be recorded at the Registry of Deeds for it to be In effect. The relief authorized by this decision must be exercised In one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17,within twenty (20)days after the date of the filing of this decision. A copy of which must be filed in the office of the Tow Clerk. 1998 mmett Glynn, Chairman Date Signed I Linda Hutchenrider, Clerk of the Town of Barnstable, Bamstable County, Massachusetts, hereby certify that twenty (20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in Ice of the Town Clerk. Signed and sealed this day o under the pa' s and es 9f -4r nda Hutchenrider, Town Clerk' I tir w 4 o t. 3 1 PL ' N w =� S --t 8 _ _ io O fo sv Lj ,o � c Y d fil CONSTRUCTION NOTES FIN. FLOOR 102 100.5 100.3f VENT 100.E r` ' 1002t 1. ALL WORK SHALL CONFORM WITH TITLE V AND THE BOARD OF HEALTH ROUTE 132 REGULATIONS OF THE TOWN OF BARNSTABLE. 4r4' SCHED. 40 PVC 24'- 1 2' OF 1 8 1 2 Y RD O 0� SAERR „ 4 NATIVE BACKFILL WASHED STONE / 2. THE CONTRACTOR SHALL REPORT TO THE OWNER AND ENGINEER ANY �3. BAR 4' SCHED. 40 PVC SIGNIFICANT VARIATIONS IN EXISTING SITE CONDITIONS FROM THOSE SHOWN 97.5 - -`"-- ON THESE PLANS. ANY PROPOSED REVISIONS TO THE WORK, IF REQUIRED BY SCHOULl 40 we 98.90 THESE SITE CONDITIONS, SHALL NOT BE UNDERTAKEN UNTIL REVIEWED AND 97.40 aAN1ARr•r 97.23 3/a' - 1 1/2' GNASHED APPROVED BY THE OWNER AND THE ENGINEER. Oy !'CO►N ACTED 97.10 96.90 STONE GnAwL BAN 97.02 3 THE LOCATION OF UNDERGROUND UTILITIES AS REPRESENTED ON THESE SITE GRVELBCOMPACTED GRAVEL BASEL PLANS IS BASED UPON PLANS AND INFORMATION PROVIDED BY THE Vic^ 4" SCHED. 40 PERFORATED PVC 94.90 RESPECTIVE UTILITY COMPANIES OR MUNICIPAL DEPARTMENTS DISTRIBUTION LINE ® 0.50% SUPPLEMENTED BY FIELD IDENTIFICATION WHEREVER POSSIBLE. NO --ONE SEPTIC TANK DISTRIBUTION BOX WARRANTY IS MADE AS TO THE ACCURACY OF THESE LOCATIONS OR THAT ALL - SET LEVEL & STABLE SET LEVEL & STABLE UNDERGROUND UTILITIES ARE SHOWN. THE CONTRACTOR SHALL CONTACT ^ �- SEAS. HIGH GROUNDWATER= 89.90 DIG SAFE AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. DIG SEE NOTE BELOW SAFE TELEPHONE NUMBER IS 1-800-322-4844. A 4. THE PROPOSED DISTRIBUTION BOX IS TO BE SET LEVEL ON A LOCUS PLAN COMPACTED GRAVEL BASE. THE INLET PIPE IS TO HAVE A TEE SECURELY FASTENED TO THE .WALL OF THE DISTRIBUTION BOX. ALL OUTLET LINES NOT TO SCALE CJ' ARE TO BE SET AT THE SAME ELEVATION. ALL INLETS AND OUTLETS ARE LEACHING TRENCH TO BE MORTARED TIGHT TO A SMOOTH FINISH. c SET BOTTOM OF TRENCH LEVEL 5. THE SEPTIC TANK IS TO BE SET ON A COMPACTED GRAVEL BASE. 1►�� ..-�` 3 TRENCHES 30� LONG, $' O.C. THE TANK IS TO BE SET IN PLACE IN SECTIONS SEALED AND Q W 00 TESTED FOR WATER TIGHTNESS. ALL TANKAGE USED FOR THE O11 D IY I /� SEPTIC SYSTEM IS TO BE DESIGNED FOR H-10 LOADING I SEPTIC TANK SHALL BE CONSTRUCTED OF REINFORCED CONCRETE �N 6300 FIBEI�-,I ASS OR POLYETHYLENE. 6. Al'. 'NLET AND OUTLET PIPES ON THE SEPTIC TANK AND ARE BE MORTARED TIGHT TO A SMOOTH FINISH AND 2.00/ t E INLETS AND OUTLETS COATED WITH A g � THE EXTERIOR AREA AROUND TH � 3 T BITUMASTIC WATER PROOFING. 40' 100. 3 BEN MARK NATIVE BACKFlLL � _ 7. ALL MANHOLES ARE TO BE EXTENDED TO WITHIN 6 OF FINISHED GRADE. _M- MAX. ( PK /N TREE 24' • DIA PERFORATED - B. ALL STONE USED IN THE LEACHING FIELD IS TO BE DOUBLE WASHED ,r 2- OF 1/8'-1/2' DOUBLE SCHEDULE 40 PVC AT THE PLANT. WHEN BROUGHT TO THE SITE IT IS TO BE PLACED LLII EL V6 100.00 WASHED STONE '?' s =.}f} (PEA ROCK) ` 8' y �� j' IMMEDIATELY INTO OR ADJACENT TO THE FIELD SUCH THAT IT IS NOT 10 1�1.2 :_ e , rYP _�li,k- e, �. CONTAMINATED DURING HANDLING. �0 X 1of.ss .35 _ • 99.44 3/4--I 1/2' DOUBLE 2' 1W• = 9.THE SEPTIC SYSTEM SHALL BE INSPECTED BY THE BARNSTABLE BOARD G) WASHED STONE OF HEALTH AGENT PRIOR TO BACKFILUNG. (DRAIN ROCK) •• •• / X 99.9 10. PROPERTY BOUNDARY INFORMATION IS TAKEN FROM A PLAN ENTITLED I / CAGE ' " SUBDIVISION PLAN OF LAND IN CENTERVILLE BARNSTABLE MASS" DATED JAN3 1962 arHp1.'3 II �f4 - LEACHING TRENCH 12 THERE ARE NO WETLANDS %THIN 250' OF THE PROPOSED SYSTEM. 'ipa5 1 13 THERE ARE NO KNOWN WELLS WITHIN 150' OF THE PROPOSED SYSTEM. 101.21 / ( DETAIL 00 ,�690 toa5 OSE� 2��j OR X ss.84 6" MIN NOT TO SCALE 100.3 X PROP ES"r)' 02.0 � 9" COVER ACCESS RISER (TYP,) MINIMUM X ,oD.86 x toq SEPTIC SYST "M DESIGN_ DATA 1 99.06 DEEP OBSERVATION HOLE LOG #1 (ELEV = 100.36) 44'� taps ". ;'� , •; :.,,,�- •�•• DESIGN FLOW: 20' "IN i = DEPTH FROM SOIL TEXTURE SOIL COLOR SOIL OTHEk p X SURFACE (INCHES) SOIL HORIZON (USDA) (MUNSELL) NOTICING (STRUCTURE, STONES, BOULDERS, CONSISTENCY, x 3-BEDROOM O 110 GALLONS PER BEDROOM PER DAY 1pQ 00.96 2"-3" MIN " MOTE; GRA',SL) - 330 GALLONS PER DAY.( SEE NOTE 2) ' MIN 23.5't UJUID DEPTH(HT) X`(INCHES) _ PERC. RATE: • Vt� LIQUID LINE 0'-3' ORGANIC ORGANIC 4j_+_._____.- -.�4 NONE S5 MIN./INCH, CUSS 1 SOILS ' D 1500 GST G - � r � # *a LT.A.R 0.74 GPD/SF SCHEDULE ,40 PVC I 4 INVERT 1N 97.4 I � � 98.7s I 3 T--- SAN:TARY: T �' 3"_8. A SANDY LOAM tOYR 8/1 NONE + OUT 9� I `!1 _ _ •__.::.�_ . I _ : _�.. SOIL ABSORPTION SYSTEM CALCULATIONS: IN w-Rr G _ 9.86 e " NON TRENCH CROSS SECTION: -2' 1YIOE x ... Di:�P':,;. `�'� k. .. . 8 30 B LOAMY SAND 10 8/8 E - . /b COMPACTED F- . . SIDE AREA - 2 SF + 2 SF 4 SF 0.86 Nrn .,- GRAVEL BASE s s BOTTOM AREA - 2 SF r• TOTAL AREA - 6 SF �/ 40 o, 30'-133' C MEDIUM SAND 10YR7/8 NONE / LINEAR FT TANK SET LEVEL AND 8 _ REQUIRED LENGTH - 330 GAL/(6 SF/FT x 0.74 GAL/SF) - 75' REQUIRED �^ COMPACTED TRUE TO GRADE - ,E( ) PROIPO•SED D-BOX / " SUBGRADE PARENT MATERIAL: SAND DEPTH TO BEDROCK: >144' > USE 3 TRENCHES - 3(1' LONG .. Q(1' PROVIDED INVERT IN = SEPTIC A MIN. TRENCH SEPARATION - 3 x EFFECTIVE DEPTH - 3 x 2' - 8' MIN. INVERT our = 97.02 SE A DEPTH To GROUNDWATER STANDING. NONE WEEPING: NONE EST SEAS HIGH NOTE: 1 THERE IS NO GARBAGE DISPOSAL IN BUILDING MINIMUM CAPACITY 1500 GALS. 2.SYSTEM IS DESIGNED FOR 3 BEDROOMS PER TITLE 5. o. DEEP OBSERVATION HOLE LOG #1 (ELEV = 99.86) LEGEND DEPTH FROM SOIL TEXTURE SOIL COLOR SOIL OTTER y SURFACE (INCHES) SOIL HORIZON (USDA) (MUNSELL) MOTTLING (STRUCTURE, STONES, B0l1lAER5, CONSISTENCY, x GRAVEL) W EXIST WATER LINE 0`-3' ORGANIC ORGANIC NONE G EXIST GAS LINE 3'-8' A SANDY LOAM tOYR 8/1 NONE - - -OHE -- - EXIST OVERHEAD ELEC 10o EXIST ELEVATION i 8"-30' a LOI SAND 10YR8/8 NONE I` 30'-133' C MEDIUM SAND 10YR7/6 NONE TEST HOLE 1 - �o, EXIST UTILITY POLE PARENT MATERIAL: SAND DEPTH TO BEDROCK: >144" ;I DEPTH TO GROUNDWATER © PERC TEST STANDING: NONE vEEPINC: NONE EST SEAS waH PROPOSED CONTOUR et EXISTING CONTOUR NOTE: THE TEST HOLES AND PERCOLATION TESTS Ara.,22""' WERE PERFORMED BY BRUCE G MURPHY R.S. ON MAY 19, 1999 t0ap PROPOSED ELEVATION 10g00 AND WITNESSED BY DONNA MIORANDI OF THE BARNSTABLE HEALTH DEPT. NOTE: AT THE TIME OF CONSTRUCTION A TEST HOLE SHALL BE EXCAVATED TO ELEVATION 85.0 TO ENSURE THAT THERE IS NO GROUNDWATER f ., ..�. i . EVIDENT. TEST HOLE SHALL BE OBSERVED BY DONNA MIORIval OF THE BOARD OF HEALTH. PLOTDATE „I - . t�lss� SHEET NO. 4 SEWAGE DISPOSAL SYSTEM d� �(; #702 OLD STRAWBERRY HILL RD, .�...�....� ..a �- KELL.Y i .. IC SCALE � NcEL GRAPH I •�,•_ '.40 CIVIL cn CENTERVILLE, MASS o o NO.3794I o D o LPLAN - NO. ;9 9 1"-20' 11116198 1 OF 1 BARN2.DNC ► s DAVID N. KELLY P.E. . k► " CIVIL ENGINEER - >lp inch i REV DRAWN BY CHKD BY APPD BY DISK REF NO. MADE CHKD APPD ' 155 ENTERPRISE STREET,oob tt~ DUXEURY, MASS 02332 :... D ATE REVISION DNK DNK N0. BY BY BY TELEPHONE (781)848-0020 I ti