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HomeMy WebLinkAbout0039 LILLIAN DRIVE - Health 39 LILLIAN DRIVE, HYANNIS A=248 - 202 r r o TOWN OF BARNSTABLE OF0116 o, C01, LOCATION SEWAGE# ` 0 VILLAGEp 6/�T�/i/X"ASSESSOR'S MAP&LOT VILLAGE-41 INSTALLER'S NAME&PHONE SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) r � � NO.OF BEDROOMS / BUILDER OR OWNER PERMITDATE: 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 1 .. i �� 0 C\\ � �Es l�. 0 ,L �. 1 ✓ �. Q a �� t �� � � Y.�. F �� i f TOWN OF BARNSTABLE LOCATION,� SEWAGE# ASSESSOR'S MAP &LOT VILLAGE _ INSTALLER'S NAME&PHONE NO. SEPTIC.TANK CAPACITY LEACHING FACILITY:(type) (size) i1! NO.OF BEDROOMS BUILDER OR OWNER PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Feet Maximum Adjusted Groundwater Table and Bottom of Leaching Facility .. Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 3W feet of leaching facility) Furnished by .. _ - _. ems.. t S 49i �° No. 0 "` - .-r FEES. Q ( / Board of Healtk, MA. 4VAPPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct `/Re air Upgrade( Abandon om lete System ❑Individual Components PP (+�" p ( ) Pg ( ) ( ) - � P 3's P Location / �/i a ✓� yt,Q� Owner's Name a Map/Parcel# �u a y� egrce' ` �Op2 Address ZU S 1Af-0 0"RV7 Lot# NO Telephone# r.ZZ.93 Installer's Name px/M -fry Designer's Name ea rV f ., ®a le- Address Address / 4 9 o✓TC 93o STP /3No�w�z-!��9 OD b 3 Telephone# 3g75'_. 5" 3 Telephone# Type of Building^jZj1 t F0 ms/✓ MG Lot Size Il,!�rD-O sq.ft. Dwelling-No.of Bedrooms INWarbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria Other Fixtures Design Flow (min.required) P'�O gpd Calculated design flow Design flow provided gpd Plan: Deate Number of sheets Revision Date 'Title Site a/& 7 4- SX17e ®�si Lo7 3,� .39 Ciilic'h Dr Ce�7`Pr�i%�P,�s9 ..r- Description of Soil(s) !sled, -t"d f o ct r se 5a WA2&1 Soil Evaluator Form No. Af�76 Name of Soil Evaluator _['urp J a4Y/r® Date of Evaluation — DESCRIPTION OF REPAIRS OR ALTERATIONS The undersi ed agrees to ins all the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agree o t ace. a system' oper lion until a Certificate of Compliance has been issued by the Board of Health. Signed Date /611 20 n� Ll_/Q If lop' �•� r- f. No.._ (/C/--oD � "(?"# - � - t � '..-"�6 L- FEE �- COMMONWEA]L1,11-Of MJASSAC14USETTS' �7 •n� Boa�d of Healt^ ,ram��"^'rt.5 1�' ��� , MA. APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT U cation for a Permit to Construct ` e air Upgrade( Abandon om lete System ❑Individual Components PP (�1"/R P ( ) Pg ( () ) - P Y onentss P Location / �%u 4 �n Ye Owner's Name ��1% � r� act('' Map/Parcel# Mae 69yf/9y1-ems Address "�(> f�, �l j(.r r rq 51- S . � ttYrrlac'�j Lot# 3 Telephone# •: Installer's Name �'�� (ice y��' f /f� Designer's Name J" Address ,3 /[J �jCaG�r Address CJ - 1 .r� !i G fr i/5 44y ti i7v✓tC )3a STP ��. i w�� �q oa 6 3 Telephone# '� ('c!� Telephone# Type of Building�5i ao/r Lot Size ff �C�0 sq.ft. Dwelling-No.of Bedrooms 'A Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow(min.required) Ja 0 gpd Calculated design flow a P Design flow provided -P a O gpd Plan: Date Number of sheets Revision Date Title S_ i'tel 7? 6r,�rz 1­7 1`9 Description of Soil(s) -t7? /-9- xe j76,1 Soil Evaluator Form No. P f� Name of Soil Evaluator C'aro/,n T,/loble'f'FDate of Evaluation �PAV 912 DESCRIPTION OF REPAIRS OR ALTERATIONS oti w , w: The undersigned agrees to ins the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agree to t ace a system'n,,,oper lion until a Certificate of Compliance has been issued by the Board of Health. Signed Date i ' v - a - "/D or No. Q U"0 o FEE COMMONWLALT14 ®F MASSAC14US ETTS . Z - ?O v Board of Health, MA., , CERTIFICATE OF COMPLIANCE -Description of Work: ❑Individual Component(s) Vomplete System The undersigne hereby certify h t the Sewage isposal System; onstructed (I�Rep.ired ( ),Upgraded ( ),Abandoned ( ) by: ! A has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the a roved design plans/as-built plans relating to application No. 00 -U® '7 , dated Approved Design Flow ZZ (gpd) Installer A ! n G CAA , V}} NU �Designer: Inspector 11 fl.- Date: V r rf The issuance of this permit shall not be construed as a gu antee that the syyjtem will function as designed. No. Uo-aG7 FEE Board of Health, Na ➢ ISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct ((1, Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system at 3 7 Zil//jG�t, Aa-, /X A41l�, as described in the application for Disposal System Construction Permit No. "U V ,dated Provided: Construction shall be completed within three years of the date of this ermit` All cal conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date /� ISoard of Health F i�� �� J : DEED RESTRICTION WHEREAS, Cape Cod Building Supply, Inc., a Massachusetts Corporation duly organized under the laws of the Commonwealth of Massachusetts, with its usual place of business located at 63 Warehouse Road, Hyannis, MA 02601, is the owner of Lots 33, 38, and 42 on a plan of land entitled "Craig Port, a residential subdivision in West Hyannis, MA, Property of Rolkin Realty Trust (Frank L. Elkin, Trustee, dated September 1961, Ed Kellog, Engineer, Osterville," which plan is duly recorded in the Barnstable County Registry of Deeds in Plan Book 165, Page 41, which lots were conveyed to us by Deed from Rolde to Cape Cod Building Supplies, Inc. recorded in the Barnstable County Registry of Deeds in Book 1397, Page 616 and Book 1434, Page 650 WHEREAS, We, as the owners of said lot have agreed with the Town of Barnstable Board of Health to a restriction as the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a variance from the 310 CMR 15.214 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and to obtaining a building permit for each lot; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting the variance from 310 CMR 15.214, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on each lot'is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document; NOW, THEREFORE, We do hereby place the following restriction on the above referenced parcel in accordance with the agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. We may have constructed upon each lot a house containing no more than two (2) bedrooms. We agree that this shall be permanent deed restriction affecting Lots 33, 38, and 42 on Lillian Drive, West Hyannis, MA, as shown in a plan recorded in Plan Book 165, Page 41. For our title to Lots 33, 38, and 42, see deed recorded in the Barnstable County Registry of Deeds in Book 1397, Page 616 and Book 1434, Page 650 Executed as a sealed instrument this day of January, 2000. Cape Cod Building Supplies, Inc. c John G. Doherty, Jr. , President COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. January 4 12000 Then personally appeared the above named John G. Doherty, Jr. and acknowledged the foregoing instrument to be his/her free act and d, b for e, Notary PublicV i ael J. Princi My Commission xpires: 9/8/04 Ii i .-r-� 161sap eYmIYW IotllmJel� ,� 06/6:.. i :NOLLY.)Ol ' O C ��re�ww 199ZOPY7�F11fN�"INYI HMOs .�-ditaYe K171tv3.� 13MS N"Hwm OZ �:�••�'^i s.r�<ew�uaw�rg 1l u rq�rro :1�SJ 'CD 2UQDRfliNOAZiAva �..r..�rw...w..o i DL a � . L El ro L e. a .......a.. .w a ... � I , i ...i..o -«.....a�.�..r+ i -- q ® A [ i 00 = 6 b b t 6 o � r' e; t S TOWN OF BARNSTABLE CF THE TO OFFICE OF i BARNSTABL i BOARD OF HEALTH y MAS& 0 op 039. 367 MAIN STREET DMP�D'` HYANNIS, MASS.02601 December 30, 1999 David Sauro 20 North Main Street South Yarmouth, MA 02664 RE: Lot 38 Lillian Drive, Hyannis Dear Mr. Sauro: You are granted a variance on behalf of your client Davenport Building Company, from 310 CMR 15.214,.restricting sewage flows to one bedroom for every 10,000 square feet of land within Zone II districts. You are granted permission to construct an onsite sewage disposal system at Lot 38 Lillian Drive, Hyannis, with the following conditions: (1) No more than two (2) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. (2) The applicant shall submit revised plans to the Board of Health showing elimination of the proposed dormer, elimination of the proposed windows at the second floor, and showing a typical ranch style roof. (3) The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds limiting the dwelling to two (2) bedrooms. The deed restriction shall be signed by the property owner. A copy of the recorded deed. restriction shall be submitted to the Board of Health for to obtaining a disposal works construction permit. This variance is granted because it is the Board's policy to grant applicants approvals to construct no more than two (2) bedrooms on lots of less than 18,000 square feet in size. Sincerely yours, Susan G. Ras rks. Chairperson Board of Health Town of Barnstable sa=4 ' � M • ���tHE t DATE Z • RASNSTA8LE, • ' MASS. ' Town of Barnstable�, ,��utR nFgi� S`-n$�� •.r_ L•tH DATE: Board of Health 367 Main Street, Hyannis MA 02601 t i� Office: 508-790-6265 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P:H: Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION � / Property Address: 407- 3 .8 �a? �/L L�� )�-;ve- P'•Yu.�"J-- IF Assessor's Map and Parcel Number:/YG/�24 Size of Lot: GL- Wetlands Within 300 Ft. Yes Subdivision Name: No Business Name: APPLI A CONTACT PERSON Name: Name: -1tao�d Sau-✓O Address: D OOC-46 1i n Address: 2z5 �c3,rrr�o�t�G,r yr}t9. 02�1P Phone: _�CLB-3 9 - aQ 9.3 Phone: SZ7 - 39S-1pa 9.3 FAX: FAX: S-0 8-d 94— e-21-5 VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) / / is vyi /y ere 1`fh —To D ct ll o w ' 'Ax 54r-u.c7ti&-r-1 3 Yew. a irf S O O (f Q -fW o is-Gd ragz>r horne- z G15r: Z14 Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variances only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals(same ownerneasee onlyl,outside dining variance renewals(same ownerlleasee only),and variances to repair failed sewage disposal systems(only if no expansion to the building proposed)) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G. Rask, R.S.,Chairman NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. Q:/WP/VARIREQ 14'-0' 4'-3• 7•-G• 14'-3' .t FEa C2 5 i PATH. cl ` i9 coo BEDROOM #1 i 6 KITG�tEN/DIN. O in 0 -10 5 3/4 7f-3' 4'-11' QC 'n O 8' x 28' SCUTTLE • L O c ON 3 '-8' 4'-0' co . + c O N O 4 = LIVING ., RM. 14'-0' -4 1 '-51/2 BEDROOM #2 BAT . tr 2xG WALL DIMENSIONED THE 2x4 WALL LINE • O 1 © O CW/STUD POCKETS) RETAINING 12Ff]IIIR n Q Ii� i b I L -J i r I � L J . Y IL x , L -J g .� 3O 60 Y �o m � I o as LTJ 0 Zx i I F 12 12 GROSS SECTION TYPICAL ROOF CONSTRUCTION, ASPHALT ROOF 5HINGLES/15# FELT PAPER, 5/5' GDX PLYWOOD SHEATHING/2 x 10 RAFTERS AT 16' O.G./PROVIDE 'PROPERVEN' • OR EQUAL STYRAFOAM INSULATION TO MAINTAIN VENTING AT EAVES AND SLOPED INSULATED CEILING5/PROVIDE CONTINUOUS_ KNEEWALL SOFFIT VENTING 3/4' T+G PLYWOOD GLUE SAVE TRIM = lx8 FASCIA W/ lx2. lxB 8• AND NAILED TO JOISTS 5'-9' VENTED SOFFIT. lx8 FRIEZE W/ 1 3/1 BED MOULDING. C1xB = 7 1/2') 2 x 10's at 16' O.G. °D COURSE BETWEEN FRIEZE + 1x4 WIND( HEAD • DH'S CLAP = 1'3 ADJUST FRIE FOR PROPER SIDING COURSING CADD I N LIVING RM. KITCHEN/DIN. PAD TO CASEMENT HEADER TO ALIGN) t� L 6 1/4' FIBERGLASS INSUL. TYP. 3/4' T+G PLYWOOD GLUE N BASEMENT CEILING AND NAILED TO JOISTS 2 x 10's at 16' D.C. 2 x 10's at 16' O.G. 2 x G TREATED SILL. C3) 2 x 10 GIRT 8' CONCRETE WALL 3 1/2' GONG.-FILLED STEEL LALLY COLUMN 4'= GONG. SLAB--i _— �• .. a• i•nw�r f WAIF ennriA�� Z ❑ oo p w � w _ zgm O i i Z O OI I W ' � J Q C) n/ � Lz I I NOLVA-913 ICIIG Z o J Q V / � �y L.. Y 5 OVERDIG A VARIANCE IS REQUESTED FOR A TWO ZONE- RB C ��+ SYSTEM COMPONENTS* ELEVATIONS** ESTIMATED HIGH GROUNDWATER CALCULATION LOGt1S• BEDROOM DESIGN FLOW (DEED RESTRICTION SETBACKS: MIN. 3" TOPSOIL 1 (USGS/CCC METHOD) R IR FRONT - 20' �QOtE 2$ +� 1. TOP FOUNDATION......................... 87.00 n I INDEX WELL: # 230 ZONE: D SIDES - 1 ' �rsreF cvt �������.•��������--�-�- . ORGANIC MATERIAL & REAR - 10' DATE OF READING: 2120197 DEPTH TO.GROUNDWATER: 21.92 FRONTAGE - 20' 2. INVERT OF PIPE AT FOUNDA77ON............... p BOULDERS, IN COMPLIANCE GROUNDWATER LEVEL ADJUSTMENT: 1.90 3. INVERT OF PIPE AT SEPTIC TANK INLET........... 0 7 WITH 310 CUR 15.255(3)), AREA - 43,HEA S.F. ' COMPACT TO 909' DRY { {, ACTUAL GROUNDWATER LEVEL ® SITE: EL. 6_6.50 WITHIN WELLHEAD ZONE DENSITY ESTIMATED (MAX) HIGH GROUNDWATER LEVEL: EL. 68.42 ELAWE RD. 4. INVERT OF PIPE #fr SEPTIC TANK OUTLET........ 80.54 _ 2" LAYER OF 1/8-1/2" w Dit FEMA FLOOD ZONE C DOUBLE WASHED STONE #fPER USGS MAP - PROPOSED SAS AT E=. 36.00 t ABOVE MEAN SEA LEVEL, PANEL 250001 0008 D aT I �r �co, �n""'� 5. INVERT OF PIPE AT O-BOX INLET..................... 80.50 PER GROUNDWATER CONTOUR MAP 1995 - GROUNDWATER AT EL. 20.00 (MSL) y Qwy 6. INVERT OF PIPE AT O-BOX OUTLET.................. 80.33 ' ` { 8 36.00 - 20.00 0.0 ATSAS) 1 S 00' GROUNDWATER66.50 GROUNDWATER ELEVATION) OUTSIDE 05001 YEAR FLOOD FLOODINGNIMAL ZONE) a Mn. . 82.50 (GRADE SA ) ( / d4 7. INVERT OF PIPE AT GALLEY 80.30 3.5 5.2 3.8 ' SI TE 8. BOTTOM OF GALLEY........................................... 78.30 I- � PROPOSED WATER & GAS _ 9. BOTTOM OF AGGREGATE..................................... 78.30 3/4-1 1/2" DOUBLE wgsHEO STONE - GENERAL NOTES: N T : PR P E -E F 16' RAVE- ROAD 10. BOTTOM OF OVERDIG.......................................... 9 AND UTILITIES PER PLAN C LILLIAN o r 1. THE SYSTEM COMPONENTS AND CONSTRUOTlO; 79.25 :: PROPOSED OVERHEAD 10 DRIVE, CEIvTERVfItE, MA BY G'J ENGint:ERiNC; FORTELEPHONE, ELECTRIC & SHALL BE IN ACCORDANCE WITH THE STATE OF *LOCATED ON SECTION & PROFILE - -- \ 1 �� I ALL CAPE ENGINEER1rG, REVISED 6/2.:' 97 CABLE 1V RETNING MASSICHUSE77S SANITARY CODE TITLE 5, AND LOCAL "BENCHMARK = STAKE SET = 82.04 MAX.HEIGHT L 4' ^ BOARD OF HEALTH REGULATIONS. SECTION A - A PROPOSED EDGE GRAVEL ROAD \ SHOULD UNSUITABLE MATERIAL 8E ENCOUNTERED S \ ' \ 2. CONTRACTOR SHALL NOTIFY DIG-SAFE PROF' TC BELOW 80.30 IT SHALL BE REMOVED & REPLACED TYPICAL SECTION -- \ CONSTRUCTION AND BE RESPONSIBLE FOR ALL WITH A 5' OVERDIG PER TITLE 5 REGULATIONS NOT TO SCALE PROPOSED CAT! BAS, TYP. \ \\ ���$'25 3, UNDERGROUND UDLITIES. CB/DH FND \ \ 1 RiA 3. ELEVATIONS ARE BASED ON 8� iVCHMAl \ \ \ \ \ X /� \ \ \ \ \ \ 4. PIPING SHALL BE SCHEPU' =0 PVC. ' i i / \ \ \ \ z r - > I AAII�85*52 0"E / 1 a 5. SYi,EM COMPO,VEfb S SHALL MEE3 P-8875 SOIL TEST LOGS P_8876 J� �' � ! \ -� \ \\ \ UNLESS OTHERAlSE SPECIFIE3 OR H-20 / / _ �- - \ / \ \ cep DEPTH HORIZON DEPTH HORIZON UNDER DRIVEWAYS. GRADE EL. 83.00 GRADE = EL. 82.25 /' /,'/ �// LILLIANDRIVE �/ A`hLEO A� \ --�-'-- \\ Y 6. CONTRACTOR SHALL WATER TEST D-Bv c FOIE 0" 0" V a, \ 3 m LEVELNESS. ORGANICS & // �i' _ Y /--.. --�\ Z ANY ALTERAPO S OBY 7N DESIGN f=R SHALL E�' ^ D OF - ". --- -- -r------------- -- \ HEALTH. ---- R FILL 3 / \ \ APPROVED IN ------ \ r LOAMY SAND 0 \ U' L� \ \ \ 8. ENGINEER SHALL BE NOTIFIED 48 HOURS IN 10YR7/1 j , °Ss __-_ 214.5C` \\ \ \ \\ ADVANCE FOR FINAL INS-)ECTION OF SEPTIC g 21" 10" / N 87�52 � E �� _'` \ \\ \ =20. 0 \ \ \\ \\\ SYSTEM INSTALLATION. - 1 LOAMY SAND qp SANDY LOAM q / r' �' / �,`\ 85,00� {\ \\ _� \\ SLOPE TO BRAIN Aw4Y 1OYR2/1 7.5YR3/3 105.00 \ \ W\\ \ FROM FOUNDATION \\ 12" \ DESIGN CRITERIA: \ o \ 30" MEDIUM TO ' 82- , { LOAMY SAND...._. Bw , '. COARSE-SAND- Bw �i' ��' ��\ \ \\\ `\ 1\ {� DESIGN FLOW. IOYR4/3 W/GRAVEL TOYR5/8 - // i' /' \ \ �� \-LOT 3 1 /1 2 BEDROOMS ® 110 GPO = 220 CPO 60" 36" \ \ = GALLONS % / , / /' _ GARAGE tt _ MED.- TO COARSEClMED. TO COARSECl / 1 - - 4 , �b-_ r,e. ._..._.. 1, .. . _.. 1�.-- .,:, 1\� 0WN�iYATE+K 1 5!'Q i l 12 g5 �.F / C / C ' v TOP FDN=37.00 \ 4 t t { f _. \ ,j r• ___ - � SAND w GRAVEL SAND w GRAVEL �i� �/ � � - 10YR4/6 10YR6/8 , 126" 70" PROPOSED LEACHING PITS AND �� \1 \\� \ td it 1 SIZE OF LEACH FfELDrREQU.RED: FIN T MEDIUM A/ T DRAINAGE Rl fENTION AREA i \1 \\ { � o I DESIGN OF PERC RATE /- . E OED. O COARSE 2 MIN NCH SAND C2 SAND - C2 / tW - REQ'D AREA = 22010.75 = 293.3 S.F.F 10YR5/8 10YR5/6 1 \ O >\ > > „� °' ; O 00� � 132" 120" \�> \\ / O \ // (/ AA = (8.5+8.5+4+4)(5.2+3.5'+3.5) 3p5.0 S.F. O \\ \ \� \ \ \ \ i f( l \• = SOIL TESTS CONDUCTED ON 2113197 25' i nl e� \ 2Z \ \ \ ___, EFFECTIVE LENGTH BY CAROLYN J. DOYLE, P.E. P-8875 \ �i O k�\ / \\ \ \ \ \ \\ 1\ EFFECTIVE WIDTH = 12.2' WITNESSED BY BARNSTABLE BOH �\ \\ i \ `� 0 0 AGENT JERRY DUNNING NO GROUNDWATER OBSERVED AT 132" (EL. 72.00) I LQ \ PERC RATE <2 MIN/INCH AT 60" IN P-8875 1\ ; LOT 38 F. RESERVE "' \ \ \\ \\ �� �O 8.35r LEGEND• AND 36" IN P-8876 1 \ \ 1 1,500 S. i 1 -� \ }�� -- 6 w LOT BOUNDARY `R w-- WATER �1 ----ram' \\ ,`p��w \\ rn0 E BOTTOM OF EXCAVATION FOR LEACHING FACILITY TO LOT 40 I \ \ \ \ °i 7T4` `` GAS BE INSPECTED BY THE ENGINEER OR HEALTH AGENT ! \ \ \\ � ' '�� �� r rI &C ELECTRIC CABLE TV AT TIME OF CONSTRUCTION 1, 165 S.F. , \ \ ,,,�' /, X, Q� - - 7 TELEPHONE 1 \ C� 25• ❑ CB DH FND 1 D3.07'' - - 80- - - - EXISTING CONTOURS / C ND 8� PROPOSED CONTOURS LIMITS OF OVERDIG 1 1 8.71 ' \ , „ TWO 500-GALLON PRE-CAST CONCRETE ------------------ LIMITS OF LEACH FIELD N 8752 30 E GALLEYS, 8'6" x 5 2' EACH, 4' CR. STONE ®- EXISTING TRAVELED WAY N 87'5222"E - ON ENDS, AND 3.5" CR. STONE ON SIDES SLOPE TO DRAIN STAKE SET EL. 82.04 LAWN ENCROACHMENT 5' OVERDIG P-8876 IZ TEST PIT, LOCATION & NUMBER IN OF SOLID 4" PVC, S=0.021 CAROLYN D-BOX TO BE PLACED ON CRUSHED 2" LAYER OF 1/8" -. 1/2 DOUBLE ;, J. REVISIONS: RISER TO WITHIN 6", OF GRADE, TYP. STONE BASF, MIN. 6" THICK WASHED STONE ABOVE GALLEYS 0 20 40 DOYLE No.34531 SOLID PVC, FIRST 2' TO BE �C,$'TER�p �� 1 SOLID 4" PVC, S=0.021 T " LEVEL. REST AT 5=0.005 SCALE: 1` 20' TIT ' SITE PLAN & SEPTIC SYSTEM DESIGN LOT 38, 39 LILLIAN DR., CENTERVILLE, MA a. ------------- o 0 2 ����1HOFktgss9c OWNER: DAVENPORT BUILDING CO. TRUST 3 ,` o 0 0 0 0 0 : `` . o� TE €�Y �G��� 20 NO. MAIN ST., SO. YARMOUTH, MA 02664 4 5 6 7 0 0 0 0 0 o NOTES FOR SEPTIC 'BANKS: u WF? N CJ ENGINEERING D-BOX DB-5 BY SHOREY 4 �� No.38721 449 ROUTE 130, SUITE 13 �I a„ �,Eos 1. INLET TEE SHAD EXTEND A MIN. OF 10 BELOW THE FLOW LINE. > SANDWICH, MA 02563 CONCRETE PRODUCTS OR °`� G>; �° 1 SEP77C TANK EQUAL, PROVIDE FLOW /aILA 8 2. OUTLET TEE SHALL BE PROVIDED PER THE TABLE BELOW. Ssi ^ s�� 508 888-4975 H-10 RATED LEVELLORS ON OUTLET J.5. CR. STONE I 1 DEPTH IN SEPTIC TANK DEPTH OF O ET TEE BELOW FLOW LINE j PIPES, ON SIDES 4 FEET 14 INCHES MAP: 248 PARCEL: 202 PROVIDE GAS BAFFLE 5 FEET 19 INCHES 0 9 9 _ 6 FEET 24 INCHES DATE: 11123199 SCALE: AS SHOWN PROPOSED SEPTIC SYSTEM PROFILE 7 FEET � 29 INCHES NOT TO SCALE 8 FEET 34 INCHES SURVEY BY: TERRY A. WARNER, PLS DWG: CJ139/LILLIA39.DWG SHEET 1 OF 1 HARWICH, MA (508) 432-8309 i 5' OVERDID A VARIANCE IS REQUESTED FOR A TWO ZONE: R8 LOCUS: ' SYSTEM COMPONENTS* ELEVATIONS** ESTIMATED HIGH GROUNDWATER CAL TION BEDROOM DESIGN FLOW (DEED RESTRICTION SETBACKS. MIN. 3' TOPSOIL (USGS/CCC METHOD) R IR FRONT - 20' ROOtE 28 w 1. TOP FOUNDATION................................................ 87.00 I^ I . : I SIDES - 10' ~� urwne arc INDEX WELL. # 41W-230 ZONE: D REAR - 10' ORGANIC MATERIAL & DATE OF READING: 2120197 DEPTH TO C ROUND WA TER. 21.92 FRONTAGE - 20' 2. INVERT OF PIPE AT FOUNDATION........................81.00 BOULDERS, IN COMPLIANCE I. GROUNDWATER LEVEL ADJUSTMENT: 1.90 AREA - 43,560 S.F. WITH 310 CMR 1X DRY3)), ACTUAL GROUNDWATER LEVEL-,iO SITE: EL. 66.50 3. INVERT OF PIPE AT SEPTIC TANK INLET.......... 80•79 COMPACT TO 909v DRY WITHIN WELLHEAD ZONE !i DENSITY ' ESTIMATED (MAX) HIGH GROUNDWA TcR LEVEL: EL. 68.42 ELAfflf RD. 4. INVERT OF PIPE Ar SEPTIC TANK OUTLET........ 80.54 2" LAYER OF 1/8-1/2" - FEMA FLOOD ZONE C 4 DOUBLE WASHED STONE - ##PER USGS MAP - PROPOSED SAS AT TL. 36.00 f ABOVE MEAN SEA LEVEL, PANEL 1250001 0008 D o� CAM07TA AW_ 5. INVERT OF PIPE AT 0-BOX INLET..................... 80.50 � '• 7 PER GROUNDWATER CONTOUR MAP 1995 -- GROUNDWATER AT EL. 20.00 (MSL) Of 'a,,,, 77 (AREAS OF 36.00 - 20.00 = 16.00' TO GROUNDWATER NINIMAL FLOODING 6. INVERT OF PIPE AT D-BOX OUTLET.................. 80.33 II 8 82.50 (GRADE AT SAS) - 16.00' = 66.FO (GROUNDWATER ELEVATION) OUTSIDE 500 YEAR FLOOD ZONE) CARLA Ra d� 7. INVERT OF PIPE AT GALLEY..................... 80.30 3.5 S.2 0. 3.5' . ........ I SITE 8. BOTTOM OF GALLEY........................................... 78.30 PROPOSED WATER & GAS 3/4H1 1 STONE DOUBLE NOTE: PROPOSED EDGE OF 16' GRAVEL ROAD 9. BOTTOM OF AGGREGATE..................................... 78.30 9 ct GENERAL NOTES: CONSTRUCTION WASHED STONE 10 DRIVE CENTERVfLLE MA BY CJ ENC6,rERlNG FOR PROPOSED OVERHEAD SHALL 8E !N ACCORDANCE1. THE SYSTEM r�n1_1 N�H STATE OF 10. BOTTOM OF OVERDIG.......................................... 79.25 AND PROPOSED UTILITIES PER PLAN ;:F LILLIAN TELEPHONE, ELECTRIC & • �l�, i _� �� t r, C TITLE 5 AND LOCAL RETAINLOCATED ON SECTION & PROFILE . I ALL CAPE ENGINEERING, REVISED 6,...3/97 "BENCHMARK = STAKE SET = 82.04 MAX HI E G W ! 4' CABLE TV MASSACHUSETTS SANITARY ,ODE PROPOSED EDGE: F GRAVEL ROAD + BOARD OF HEALTH REGULATIC^,S. SHOULD UNSUITABLE MATERIAL BE ENCOUNTERED SECTION A - A \ BELOW 80.30 IT SHALL BE REMOVED & REPLACED \�g•Z \ 2 CONTRACTOR SHALL +RESPO DIG-SAFE PR O; TO 3 TYPICAL SECTION PROPOSED C'+-;. H BASIN, 7YP. \ 5 CONSTi;UCriON AND BE RESF't3NjtB!`E FCR 'ALL WITH A 5 OVEROIG PER TITLE 5 REGULATIONS NOT TO SCALE \ \\ \\ �i 3+ \ 3. ELEVATONS ARE B:.,�. Cti St_NG P.'.'•r':; A SHO'6'iN. CB/DH FNr' " \ 4• PIPING :iriALL BE SCHEDULE 40 r V'+•', . - - 214.50' SOIL TEST LOGS �'8�52 �� / I \ \ \ \ a 5. SYSTEM C. PONENTS SHALL MEET H-10 LOAQi�IG \ �C " \ \\ UNLESS OTHERWISE SPECIFIED OR H-20 LOADING P-8675 P-8876 L, \ \ / \ \ UNDER? DRIVEWAYS. DEPTH HORIZON DEPTH HORIZON GRADE = EL. 83.00 GRADE = EL. 82.25 �' �'' �' LILLIAN DRIVE �y �- -LED \ , '� \ Y 6. .:ONT:?ACTC,^ 0' 0" JC3 1RpVE ' \ + \ m LEVELNESS. ORGANICS �� i _ fi \ 9 - \� 7. ANY Ai rR r% , Cr HIS -E&%, it j R- [� D LEAVES �' i - - �� _.: __-- -- ------ \ \\ PPRO - N S i1iF7i BY 5L cPIG1iVE n 'atv1 jOARD Or 7- - ---- EALTI FILL 3" U LOAMY SAND 0 _ \ . \ \ / -------_ _T- - - ,\,�� � \ L \ \ 8. ENGINEE:? SrTALL BE NOTIFIED 4,2 HOURS IN ' 10YR7/1 j/N 87�52,.�p;�,E --- _ 214.5\ ��� \\ \ \ \ ADVANCE FOR FINAL INSPECTION OF SEPTIC` 21' 10" r� , '/ `\ 85.00 \� \\\ \ =20• O \\ SLOPE TO BRAIN AW�IY SYSTEM INSTALLATION. LOAMY SAND AP 7.5YR3/SANDY LOAM q / t / i \\ \\ y -�\1 \\ FROM FOUNDATION \\ 105.00 \ DESIGN CRITERIA: 12" \ / i 30 MEDIUM TO _- Bw 82- � ..,. � ' LOAMY SAND Bw COARSE:SAND /� /�i � /�� �`\ \\ `\ 1\ �� DESIGN FLOW: J OYR4/3 W/GRAVEL 1 1OYR5/8 - �' i' \ \ 2 T 3� OROt,•AoS ® 1 0 (r ._ G J ti \ a 60 _ _ ,:. L1L�A:�, R,.,c \ GARAGE ..,_. . '� 9 CIF � .�, ' • -� _ I MED. TO COARSE Cl MED. TO COARSE Cl i i ,,; f SAND W/GRAVEL SAND W/GRAVEL �� �� ` TOP FDN=87.00 \ �� `� \ I I A NO GARBAGE DISPOSAL 10YR4 6 10YR6 8 i' � -88j& \ 126" / 70" / PROPOSED LEACHING PITS AND �� �� �` \&9 t0 N I \ SIZE OF LEACH FIELD REQUIRED: DRAINAGE RI�ENTION AREA \ I o ( DESIGN OF PERC RATE. 2 MIN/INCH FINE TO MEDIUM C2 MED. TO COARSE CZ REQ'D AREA = 22010.75 = 293.3 S.F. SAND ' SAND au-1 \ ` u' rn O I I 10YR5/8 1OYR5/6 \' \ O \ 1 Oi r i I (AA - (8.5+8.5+4+4)(5.2-+3.5'+3.5) 305.0 S.F. I SOIL TESTS CONDUCTED ON 2113197 \ , ty ,� ^ \ \ t___, EFFECTIVE LENGTH = 25' t BY CAROLYN J. DOYLE, P.E. P-8875 j�\ \\` O / \ \\ \ \\ \ \\ �� \ WITNESSED BY BARNSTABLE BOH \ \ 3s �I`�\ Q \\ \ \\ / \ _-_`\ \\\ EFFECTIVE WIDTH = 12.2' AGENT JERRY DUNNING NO GROUNDWATER OBSERVED AT 132" (EL. 72.00) 1 I PERC RATE <2 MIN/INCH AT 60" IN P-8875 lI `\ ; O 35.F. �� RESERVE \\; "'; \ \ \\\ \\ ��) �� 68.35 ARY AND 36 IN P-8876 I \ \ 11,500 ,� \ ---� .� - OM LOT BOUND \ \\ L_�-------- - ---r2V- \\ �o���, ,\ �, 2'Z E WATER BOTTOM OF EXCAVATION FOR LEACHING FACILITY TO SOT 40 I \ \ \ \ 0 BE INSPECTED BY THE ENGINEER OR HEALTH AGENT ► \ " \ \ \ ` + N E.c ELECTRIC CABLE TV AT TIME OF CONSTRUCTION 1 1, 165 S.F. 00 r TELEPHONE 25. - - - - 80- - - - EXISTING CONTOURS C ND PROPOSED CONTOURS + ElCB/DH FNa , ' 103.07 - 80 LIMITS OF OVERDIG 118.71 , „ TWO 500-GALLON PRE-CAST CONCRETE ------------------ LIA41TS OF LEACH FIELD N 87-52 30 E GALLEYS, 8'6" x 5 2" EACH, 4' CR. STONE - - EXISTING TRAVELED WAY N 8752+22"E ON ENDS, AND 3.5' CR. STONE ON SIDES SLOPE TO DRAIN STAKE SET EL. 82.04 LAWN ENCROACHMENT 5' OVERDID P-8876 TEST PIT, LOCATION & NUMBER OF SOLID 4' PVC. S=0.021 ,' ® CAROLYN "D-BOX TO BE PLACED ON CRUSHED REVISIONS: � � ' 2 LAYER OF 1/8" - 1/2 DOUBLE 0 20 40 J. RISER TO WITHIN 6" OF GRADE, TYP. STONE BASE, MIN. 6" THICK WASHED STONE ABOVE GALLEYS " mmmlw p{)YLE 1 SOLID 4" PVC, S=0.021 SOLID PVC, FIRST 2' TO BE No.34531 LEVEL. REST AT S=0.005 SCALE: 1 - 20' GISTE �� M DESIGN ' SITE PLAN & SEPTIC SYSTEM LOT 3$ 39 LILLIAN DR., CENTERYILLE, MA fl a_1M ------------- o oCO.OWNER: DAVENPORT BUILDING CO TRUST 2 ���P�tHo>Mgss9cy SO. YARMOUTH, MA 02664 3 • a o 0VC=l _ �" TERRY 20 NO. MAIN ST.,` 4'' � O tr O O �� NOTES FOR SEPTIC TANK o ANi� ��� CJ ENGINEERING 4 5 6 7 WARMER 449 ROUTE 130, SUITE 13 D-BOX DB-5 BY SHOREY � asmwrcs 1. INLET TEE SHALL EXTEND A MIN. OF 10" BELOW THE FLOW LINE 3&721 g SANDWICH, MA 02563 I I CONCRETE PRODUCTS OR SEPTIC TANK EQUAL, PROVIDE FLOW :J. (508) 888-4975 H-10 RATED LEVELLORS ON OUTLET2. OUTLET TEf SH+LL BE PROVIDED PER THE TABLE BELOW. ss� v so 5' CR. STONE LIQUID QEPI�• IN SEPTIC TANK DEPTH OF OUTLET TEE BELOW FLOW LI PIPES NE '"la ��. 24g PARE; 202 ON SIDES A FEET 14 INCHES PROVIDE GAS BAFFLE 5 FEET 19 INCHES PROPOSED SEPTIC SYSTEM - PROFILE 6 FEET 24 INCHES 13�O DATE: 11/23/99 SCALE: AS SHOWN `7 FEET 29 INCHES SURVEY BY.• TERRY A. WARNER, PLS NOT TO SCALE "8 FEET 34 INCHES DWG: CJ139/LILLIA39.DWG SHEET 1 OF 1 HARWICH, MA (508) 432-8309 i