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HomeMy WebLinkAboutGW96014/DEH96-1_Correspondence_19960320State of North Carolina - Department of Environment, Health. and Natural Resources Division of Environmental Management. James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director • GROUNDWATER SECTION MEMORANDUM TO: March 20, 1996 Bill Jeter, Chief On -Site Wastewater Section THROUGH: Bob -Ghee FROM: SUBJECT: Brian Wagner / ✓-:-�. Cub Scout World Multiple Subsurface Disposal Systems Bladen County DEH#96-1/GW96014 �EHNFR. rrATEI ENV. FAYETTEVILLE fRE.i , OFFICE • 9 The Groundwater Section has learned that On -Site Wastewater has given approval of the plans and specifications to Bladen County. In turn, Bladen County issued a permit to the applicant. This approval was given without Groundwater Section comment, and even without the regional soil scientist's comments. Our regional staff spent time visiting and reviewing this project, only to discover it was already permitted. We are disappointed in the coordination and wasted time on this project. We are lucky that this site is generally protective of groundwater, i.e. long distance to compliance boundary and groundwater discharge near most of the systems. We, therefore, have no further --comments on this -project. --We hope that further -miscommunications will be avoided -so -the protection of public health and the environment are maintained. cc = JimBales Permit Files baw/96014.doc Groundwater Section, P.O. Box 29578, Raleigh, North Carolina 27626-0578 2728 Capital Blvd., Raleigh, North Carolina 27604 Voice 919-733-3221 FAX 919-715-0588 An Equal Opportunity/Affirmative Action Employer 50% recycled/10% post -consumer paper GROUNDWATER PERMIT RENEWAL SITE VISIT CHECKLIST PHYSICAL.'ATA DATE: COUNTY: SITE: 4„, , CONTACT: A,7j t 1 ,- t$ ,ce, ( i ,��// 4( 6 '6';o ADDRESS: ,l(, �/� PHONE: l 1 q7 y ( 0 0 I PHYSICAL LOCATION: �•�,//��J�//�/j /1 /)(' irs•S° �s s (Y-"1 /4 1 " ? / / ) �� Ft; I� i3 r "- 1 J E4 �`� �iii✓C�(�!t /W- Gt/,(4, A) L i PRE -SITE VISIT DATA SEASON: /A J kvirm. TOPOGRAPHY: MAJOR SOIL GROUP: BEDROCK TYPE: (41 Gc:-to -,( AQUIFER NOTES: A; wr�.4 /4,4 /ili/ A 3° / )G GROUNDWATER FLOW DIRECTION: o1r/ii b< iA PROXIMITY; OF SURFACE WATERS: (lake, pond, stream, ditch..(50-100ft)) SURFACE WATER FLOW DIRECTION: rif401I ,.,6 % 9 9/ 4/// ei SITE DESCRIPTION' DESCRIPTION' CURRENT LAND USE: SEE PROPERTY BOUNDARIES (loft): C0F4 TYPE OF APPLICATION: (spray, injection, tilled...) DESCRIBE UNDERGROUND PIPE INSTALLATION: (joints,_elbows, valves..) 1 MONITQR NG WELL LOCATION: 1 �/ /Tj 2 3 4 5 MONITO ANG WELL DISTANCE TO COMPLIANCE BOUNDARY OR PROPERTY LINE: (50ft. min.) GROUNDWATER DEPTH: WATER SUPPLIES: 30 " 17/s/ ��°ki y _ S�L O-1 �ti/ F c - o �S o O SLOPE : Art//' / f ' WASTE APPLICATION! WASTE APPLICATION SITE VEGETATION: ( oodland, grass, field...) (A THREATS TO GROUNDWATER ADJACENT LAND USE: (residences or public buildings (200 - 400ft.)) PRE IOUS LAND USE: (gas station, Mil di fur 4' -ti�_e PROXIMITY OF WELLS (100ft) : > 6 / ee,o /i.i t,%z a (4. (�1 Myt id � !� e7' � ?s �r / ( •{� k.a �J <,% �-e_ QC . �1 L - `� � I vkt ILL 2 i l �'r� "�c,,{{,,,, 6e, „yv.11! .4 / D cG.d L?� i' Goa aim � ���d .ww SITE EVALUATION ti-'"j1"41/101°. JW LAND CONDITION: (dry, normal, wet, saturated..) 1 A (4/ (9f, 1/li DEPRESSIONS OR WET SPOTS? (J� landfill..) /,����/ Gtie°,0 COLOR OF SOIL IN NEARBY DITCHES OR BANKS: .` /7 .0/;.,4 4,5-47 SOIL DEPTH: 7D .,14.. /LG(Q 5 /G�j VEGETATION: (greener areas, tall wee fed more nutrients from waste, types - cattails, ..) cA4v .c 4 i Scyue—: g-cid /{o01 sa-ii ci. vay JUDGEMENTS OF EFFECTS ON GROUNDWATER IS SYSTEM LARGE ENOUGH FOR CAPACITY? 1 ARE MONITORING. WELLS NEEDED? WHY? ARE THEY DOING WHAT THEIR APPLICATION SAYS THEY'LL DO? REQUIRES OF THEM?pfil-fi `• , c (,.,f OR THAT THEIR PERMIT NOTE --*Bring maps, call for complete information, and review application. NOTES 7-7A--c1la 94 a4_, 4 JO A --17E-e-./ ri e -7 c:_, ,,,, 1- ( 4/'CiLe•ryy -5-`-''''4"-Le) 1 &el/4z+ Silo X,f q ,4a_. A '7664...e (--,--"-et-64 -,,--t•-,,a-1-6--7 4-1 /1•1-e__R-A- t---, 14e i A i.,),,,i, .)-vt, a:, /Le gaa , i/Le a-vo 4, ///4/&? I MONIT9RANG WELL LOCATION: March 11, 1996 MEMORANDUM To: Brian Wagner, Raleigh Central Office Groundwater Through: Jim Bales, FRO Groundwater From: Janet Paith, Hydrogeological Technician I, FRO Groundwater Subject: Comments for the large septic system permit issuance Cub Scout World, Bladen County Brian, FRO visited this site and had questions concerning the depth of the water table for a septic system. We were awaiting the FRO soil scientist's approval of the site, however, the Raleigh On -Site Wastewater Engineering Branch of the On -site Wastewater Section of DEHNR approved the specifications and plans without waiting to receive comments from Joel Cawthorn, the FRO Soil Scientist. After receiving the approval, Bladen County Environmental Health Department (DEH) issued an improvement permit. Enclosed is the paper we would normally return with our comments. However, if DEH is not going to wait for their Soil Scientist comments, or for Groundwater comments, why should we visit sites for which this type permit is requested? If you need any other information, please call me at (910) 486-1541. • 6166 6 v`(-C,(17,-. 6c} _ 461,e• 6A(-41 C 1 - --c /./ -"/' , i --,k ------ - 1- ji viic - u I a. ivL6:1--- 1-ze4.,c_c_4- f .1— i ue...-.1:L_ 0 ...,)-1-1.,7 __ 4f__ 74--kWaerR-,-2=-(e--21 6ita, AA4J- /77. 6 _ -76 CO zgp GROUNDWATER SECTION GW # r9 ti,O /' I DIVISION OF ENVIRONMENTAL MANAGEMENT DE H 9 (o - ! RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW REVIEW 8Y ae ^ Ma cl.i 5 DATE l - 2 FIELD INVESTIGATION? ) 2 j '/9 FACILITY NAME •6. u h Sc_Out . %0Cri A • COUNTY S'1aA¢'•1 r i t LOCATION NC Hwy 5 3 . N. ort. w h ► te. O. Iz 5 . al- $ (acii.in /e t,t m t• ex' ,a.re.i Co . L.;. i-x .. TYPE OF DISPOSAL SYSTEM (LAGOON, ETC.) Se p ic.. w/ Dr? I1ek,kbESIGN CAP. (GPD) ' 1 b, 20 0 • DESCRIPTION OF FACILITY F i e f -On• .5u h s. t i le.i'Y y (r nA Y i rn ‘) r,,t 61 1200 c1P D> 4bo I D r cn #•e c Cei "Sc.ot11 11kar1 " (Trig. Rfly SC.nA cM A _4' 1. Lo.r\01 , SIZE OF IMPOUNDMENT (FT. SQ.) EIOR SIZE QF APPLICATION AREA 30 j x 1 D0' of 3o' x =15' -e a ck WASTE SOURCE: MUN. SLUDGE . MUN. W. WATER: PRIMARY SECONDARY TERTIARY IND. SLUDGE IND. WELL WATER i< OTHERS. f) D "le S"hc . r k' lino. k..4r DISTANCE FROM WASTE SOURCE TO NEARESTISTREAM FT., WELLS S.-FT .FOR . FOR WELL: TYPE OF USE �/ .•1 I c %.4 (+ 1 r,l ; PTH G(///e pro „,;, PUMP RATE (EST.) WHAT DESIGN CONDITIONS WIL �REDUC NCREASE CHANCE OF GW CONTAMINATION: S�.i c- c u 5••e# &O rnee � DE rP1 xl o ,r-e, ���' -(, 4:- 4- 5,15 ea4A A. i'1 m r n t � � � on � � Pt"''tctP�..t� I ,t t; � .s .� , WHAT NATURAL'SITE CONDITIONS WILL REDUC CREASE CHANCE OF GW CONTAMINATION•"-50 413 .73.V) 5a r �o-t,P 1J'd .in �.cih ?) ) ` r" 4a.b1� . DEPTH TO: BEDROCK ^�'171.%:' FT., SEASONAL HIGH W.T. ^' 2 FT., ANNUAL W.T. FLUX "'" sT SURFICIALAQUIFER GEN. LITHOLOGY V f t4U I) 5 A f�,, d $ (�[Ut,+, • HYD. COND. II FTJDAY MEASURED MEASURED ESTIMATED FTJDAY ESTIMATED THICKNESS /0 FT. NO. OF MONITER WELLS: PROPOSED: UP= DOWN FROM WORKSHEET: SITE NUMERICAL DESCRIPTION. i 5 - 3 q I BEDROCK/ARTESIAN AQUIFER I T 1 2 3 4. S SITE GRADE (HYDROGEOL) PROPOSED SAMPLING SCHEDULE & PARAMETER(S): (Uvie SITUATION GRADE. ; EXISTING: UP= DOWN k 6 . A' A 6 6 6A 6S HAVE THERE BEEN ANY EXCEEDANCES OF THE GROUNDWATER STANDARDS? YES NO N/A HAS ANY ENFORCEMENT ACTION BEEN TAKEN? YES NO V DATE OF ACTION. N IA BRIEF SUMMARY OF ENFORCEMENT ACTION TAKEN: N / A REMARKS/ RECOMMENDATIONS (Continuo on reverse, it necessary): • GW-48 Revised 04/94 HYD. REGIONAL UPERVISOR 13,&444Afa eiticodt ,14 km. 04111,11---Li March 8, 1996 MEMORANDUM To: Brian Wagner, Raleigh Central Office Groundwater Through: Jim Bales, FRO Groundwate From: Janet Paith, HydrogeologicalvTechnician I, FRO Groundwater Subject: Comments for the large septic system permit issuance Cub Scout World, Bladen County Brian, FRO visited this site and had questions concerning the depth of the water table for a septic system. We were awaiting the FRO soil scientist's approval of the site; however, the Raleigh On -Site Wastewater Engineering Branch of the On -site Wastewater Section of DEHNR approved the specifications and plans without waiting to receive comments from Joel Cawthorn, the FRO Soil Scientist. After receiving the approval, Bladen County Environmental Health Department MEM issued an improvement permit. Enclosed is the paper we would normally return with our comments. However, if DEH is not going to wait for their Soil Scientist comments, or for Groundwater comments, why should we visit I If yo, 7'&t..a r.it_ akle uh Sc.6-(i Jc, ctL (Je,t 0(}4 (-E( uf9 0.3.01.199E 12:28 P. 2 ,.� _- Andrew & Kuske CONSULTING ENGINEERS. INC. 202 North Fifth Avenue 6 Wilmington. North Carolina 28401 John R, Andrew, P.E. J. A. Kuske, P.E. J. Phillip Norris, P.E. Telephone: 910/343-9653 Facsimile: 910/343.9604 INSPECTION AND MAINTENANCE PROCEDURES FOR CUB SCOUT WORLD WASTEWATER COLLECTION, TREATMENT & DISPOSAL SYSTEMS JANUARY, 1996 A&K PROJECT NO. 95299 1. GENERAL A. The entire Cub Scout World collection, treatment and disposal systems will be operated and maintained by the Boy Scouts of America. An annual maintenance contract with a certified subsurface system operator shall be retained as required by local and state law. 2. COLLECTION SYSTEM A. The septic tanks shall be inspected every six months for buildup of sludge and clogging of outlet tee. They will be pumped out on an annual basis or more frequently if needed. Pumping is required when solids level exceeds 1/3 of liquid capacity. B. The grease trap shall be inspected on a monthly basis for buildup of grease and clogging of outlet. It will be pumped out every six months or more frequently when grease or solids level exceeds 1/3 of liquid capacity. 3. DISPOSAL FIELDS A. The disposal field systems may experience settling of the distribution boxes. These shall be checked at least twice a year by removing the covers and observing that effluent is being equally distributed to each line, Adjust the speed dialers as needed to equalize the flow. This will greatly extend the life of the system, B. No heavy equipment or vehicular traffic is allowed on We disposal fields. A small riding lawn mower is recommended for maintenance mowing of the fields. Mow as required. A complete stand of grass must be maintained on the fields. C. The field shall he checked at least once every month for signs of surfacing effluent. If signs are found, check the distribution box to determine if level, check the dosing volume for possible overdosing and check for possible line breakage. Make repairs or adjustments as required, 1.). Vegetation shall be established and maintained to prevent erosion and to facilitate maintenance of the system, 952991 o v 03. 01. 1996 12:29 P. 3 CUB SCOUT WORLD FORT 1& 2 S E F1 C TANK S`rSTE Mv' S * L t1 ! /„,,,.._____„,,,,,) '. /• p J� t �a ��,� /!lei ,- lt..; F'orrt -a.oa �,P,n • ire ! ,111'e iJ r,eE y&brvt � + 11i9'r#1.4. Teo-tLH 6+6M5 Gwr GD�rpGr� A5 eiricAurBisa coole-nrti E w� ,Jo pJ ¢00.6E.-L ►N I el'L drJ CO • IJ6c • 14 per t /o i rJ'J • if') r,jj, o•J r GrGa Soo Cori 2 c7)) sys orn green Ylrpcir crew flcgged ,if pink (ICQS, LIAR & SyVern dLmer ions on ft©gs, SOIL PROFILE: e locofkm of soli boring 0 • 5 In., grayish brawn Nana 5 • 30 V1„ pale brownish yellow scud 30 • 42 In., strong brown }camy sand 412 - 0 in., brownish pray sand Est1matl;d water tobfa of 42 Inches. LTAR - SFE RAN '.�.. 7 _ G' 11111rie97fI cg.) C 41 I9S6 141•1140<0.- I ,9/ t LIP `� k i1i1111111%"- "`•7}�Cjtl:f'� rrt^ ��n,��Ji....4:a� f'��'`� }'�7�,yv. ij+tirrT LAND MANAGEMENT GROUP, INC, act scale:1 " -- 6 feet L2/2895 iu..../ FIELD REVISIONS APPROVED BY J. RUSSELL. BLADEN CO. H.D. p/muicinnic r•nL4 1.1 10C r".r'T 1 R.•r_ 03.01.1996 12:30 P. 4 fr CUB SCOUT WORLD CAM SITE 1 SEPI1C TANK SYS lhf/ r� ram^ y�'• .--•' t7' 6oX j r• l 7,.f 1N+1=$ 2 7/X-/ xr e.,G 41;' 1 SOIL PROFILE: piplocation of soil boring 0 - 4 in„ block end while send SEAL 4 • 30 in., white sand 11966 30 - '.5 In„ strong brawn loamy sand 45 50 In„ brawn sand w/ grayish brown mottles Esllmated water table at 45 Inches. 0 9)1 rr �r I 4 7 Co b S Air-G GPy !r•)U• rt) / /J'.) • o'l 1. O i'M 1 ...sf /CLIP N\e ,If1911 «i1,, v '^.:�li;..[. Vir .� jj,:f.;�Ci K. �,��: .�q ire .,t y ;,�t •L r,_f, I f) 1 `�.ii"r.';1.'/, Y'1'�'�::•�3l.,i.'r�.ti•YuL.:. ,;. 'N �,T �17iir•' S jlY �,U•'.a��r��r„ti;•'r�. •�y` ;'c: xCs'GaLSi'1.• SITE PLAN � 1" "-tc!'_,'""%,u-":2^1% •n: r.�. .•�..,.::'. t. Sir'. .t ,r.. r - 1 •e.1 C ••�i � �' :4r �a7d ,.5r !(��.il?1'� .iT lll,4, r;t_r �ti .:r li '7:1: T ,.il,•. c-24riznho:hkw,r�'. Gin 1 LAND MANAGEMENT GROUP, INC, act I scale:1" = 40 feet 12/20/95 :;. PLOT PLAN APPROVED AS SHOWN BY J, RUSSELL, .: r• MI A r1C11.1 nn Ll Ilc011 AMC t=rlT I AAr FROM • 03001.199E. 12:35 P. 5 CUB SCOUT WORN ) CAMPSITE 2 SEPTIC TAN SYSTEM r ,1t11n1m,,,, N CAR° ° !'re 11968 h'lCI,I� °t#„as111"I VIN Ihi1�l 1)y10rn P10;,;;0;, w/ y bb,1 I'YO Pep"Ir CrOncOttcd 4 p!AX tJ-S & system oirnerscr',; cn nc0:. } o"..6°'4 lr),)s. ;'.I /)q,q' JN - SOIL PROFILE: e location of soli boring (42 0 • 5 incnes, block and white sand 5 - 28 In., pole brownish yellow loamy .and 28 - 39 in„ strong brown, loamy sond 39 • 50 in„ brown sand wIm Qtayi9h brown mottles LTARA-1.o gpd/dcy rfr771,7=11'f y'r'iNit 14714 ."34-.+3i �'•l • .PWAS i. y,'A�L . !: ?.iiw • r;:. r is .zfr f uTa I SITE PLAN 'k2 ,ate ram_• 45'14i it, LAND MANAGEMENT GROUP, INC. act 1 Sr-;r,1A. i 1`n '11 2/07/95 FIELD REVISIONS APPROVED BY J. RUSSELL, - SLADEN CO. H.D. 2/14/96, GCT, LMG. 1.1 FROM 03.01.1996 12:31 P. 6 to, CUB SCOUT WORLD CAMPSITE 3 SEP C TANK SYSTEM %AI Oils C P0 11966:4/ �alM M V e •. L L 1 P ++++++n n,e 1,, JP • a4 Tlexa �r. •R BATS, tntrd s'y;1QM t-c;;',;a",4 zraen r1res. Roca or4o floe-�a wJ sink Iiog�, 1JAi °u 2o+Hrn dirnervilon$ ;al ticw. s • ?1, fjoju.t. Our' )( _curl # SOIL PROFILE: 8 location c t soil boring 0 - 4 in., grayish brown send to loamy sand 4 - 2E3 in,, pate ye(lowlsh brown sand 29 • 41 in., strong brown loamy sand 41 - 50 In,, yellow and gray sand Estimated violet table of 40 Inches. sf ! � •r t:rf'� iS Y� ��:n • .;f . . , - i'ft-701¢ y ft1t , Y: pL tdixri ���y� S I IL PLAN LAND MANAGEMENT GROUP, INC, PLOT PLAN APPROVED AS SHOWN BY J. RUSSELL, 95 tit an�nr rr i 1-1 n 'i11 d1QR r;rT 1 MP. FPOM 93..;0,1. 1996 12:31 P. 7 CUB SCOUT WORLD DINING LODGE SEPTic TANK SYSTEM p-P3x Il�rl '16 III p' \ /✓/ F SS4 d 4'7 -5 lo' . /IJVi /A) -• 79. 15 • /), Avr'=I 76,90 C,°P4r pits, til _itJ Jf/ tik r_ AL f ! 966,Z,\,,,,.. �4 4 4,,,,,A.A,0 ,,„,_,,,,,o ,!....,.., ..... INSTALL LATERALS AT UNIFORM DEPTH BELOW GRADE. 4'1 _ y•.1 1, 1 i r� FINISHED GRADE SHALL BE < 1 PERCENT SOIL f RO 1 1 LE► B locaficn at 9oII boi'k g 0 - 5 In., grayish brown sand 5 - 30 In., pale yellowish brown loamy s-oma 30 - 50 In., strong brown loamy sons FU + in., gray sand Estlmaf d wrst0r, table at • 50 inches; INN Elm s .. r Initial sysfam Bagged w/ green flags Repair area fiaged w/ pink, flags, LTr't & syE-om oilmer.sions of flags.. •11-1f, SE PLAN LAND MANAGEMENT GROUP, . IN- FIELD REVISIONS APPROVED BY J. RUSSELL, BLADEN CO. H.D. REVISIONS COMPLETED 2/15/96, GOT, LMG. ***END*** FRAM -093.01.1996 . 12:32 P. 8 CUB SCOUT WORLD WEBELOS CAMP 1 SE-C TAN ' (4,111, G I Y � �� 6, To- , K S`YSiEM sJ)Life(' 2-�, /1`t�r SOIL PRO R LE: e ioca, ion or soli boring 0 • •6 in., dark grayt;h brown sand - 34 In,. very pale brownish yellow sand 3e - 46 In., yellowish brown Icamy sand Estimated water table at 45 Inches, d s C.N t/ G •5 %1 Odd_ 7q .% ,It I llif,l,,, N CqR 0 �•S ./h°o �� 414b 11966 7 4 ,Y tom, dd rQH/C1.1 •►•• • Qy �ti ,1ju, Inilipl sysT rn flagged w/ Preen riacp. Repair area flQpcied w/ pink flogs, LIAR & system dimensions on flags. sip PLAN LAND MANAGEMENT .GROUP, INC act scale: l" = 40 feet 12/28/95 e PLOT•PLAN APPROVED AS SHOWN BY J. RUSSELL, BLADEN CO. M.D. 2114156, OCT, LMG. FROM 03.01.1996 12:34 P. 1 • - CUB SCOUT WORLD SHELTER A" SEPTIC TANK SYSTEM 7. 20 2'1306. /eC7r`K'd ee.; . 04•aC 111fPIV1/flI CARa/ [AL 11966 1 .wa° ,flfff11111111••+ v 1,w; 60• y Ov7" CREWED ENV. EIPANPIt..1517- LitALLE; REM OFFICE /f =,`%� _sue J !14, / r' \` Alp /\ a / 7 SOIL PROFILE: kdcaticn of s+ .ring 0 • 3 in,. grayish brown sand \ 3 - 55 4n., white .°,.and 50 + In., gray. sand• Estimated water. fiabla at .55 incnes, •\ Z : 'rn r s .� /V S „r) l• D 0-17".= • :- , t+ 1.aff=+•C� ellW } 'd 7'.A�;..`i' `y,l, � r:'_ r -. t•f, •v.,�, t__r� 4 .'_�4 _� . • - ` �t-'i�`�XM.'Fi�" �� � "���'�E�;liS•1�"- '�w• a SITE PLAN Mr..42Mfi \J.D MANAGEMENT: GROUP, INC, '50 feet 1)2/26/95 FIELD REVISIONS APPROVED BY J. RUSSELL, BLADEN CO. 1.1.D. pG�r�cinnic nnAani r'r r I Jar, * **FNf1 * * * -FROM 1717. eel . 19`..6 1 2: 35 CUB SCOUT WOR . SH EL - R "B" SEC TANK SYSTEM initial area Hogged in preen. Repair area tlagpped in pink, LIAR & rystem dlnnansbns on flogs. \ U 0 • l; tJ ' ?' 1 .Mt. • SOIL PRO H.LE :. e location of soil boring 0 5 in., grayish ,drown sand 5 -. 30 in., pale brownish yellow sand 'A .• d2 In., strong brown- loamy sand ..42 50 In„ brownish gray sand - '~sflrnbtad water table at 42 inches, fz • . .•••1, ��c��•�.� rog I'! iAR:'r:1+:/tiS�.Sl3�:ri LAND . MANAGEMENT GROUP, INC, scale; l " _ lob feet jl2/28/95 PLOT PLAN APPROVED AS SHOWN BY J. RUSSELL, ,FAOM :$ R dark grayish- town.sandl• - pole ,brownl3h yellow 'brown r ic)aMy-. ••••34 ea•lti•:;,..y6llawi•ih:t6,4in loamy- sand htimafed table • • • •. 03.,Ey .4996 12:35 'P. 3 IritioI sYs1Prn-floOgad,'vik-g9t6eriAioGs.; Pk* •• LIAR'& tystprn 414k •;11.::14 i a1.;;;:4V;IC314. #1.:ft 11,11 -nrs *7-!••••. $Tr;V.:11.%%'.;•;r7:.:4441 .."‘" - :•t•A N, 1208/95:- - ,44 4,H r) 4 4, .(gAk ATh ut,e, Y/A pe,e ("646ivite C:45/466V • CUB. SCOUT WORLD DINING LODGE SEP11C TANK SYSTEM 10 1 1‘414- tee> "4/1 /f,75,C1 ( v-, 11 ...5e; c al -on* Per da yp ra .0( fi \ ' „.....-1.1 \ .7% \ 's : .i ez c , \ t1 NI \ cr• \ ,, 'i ' I 1 .‘,\1.... z.t,.... \ .... \ \,, (1, k .. .. .! \., SOIL PRORLE: , location of sail .1:2—Orinti•-• 0 - 5 In., grayish brown sand 5 - 30 h., ode yellowish brawl lawny sand 50 In, strong brown Iccmy sand ECI + in,. gray sand Estirnatad watar table at 50 Inenas. LTAZ.-0.11- gpd/sf oppreiwTo • 11-Trialtr491( l • t Initlai systafn flagged w/ groan flags. Repair area flacood wi Pink floGs. LT & sysem dimensions af flags. • ?!i 4, VW SITE PLAN it LAND MANAGEMENT Grioup, iNc. -$Ca1e:1" 50 feet 12/20/95 •• 2-2 7:3C'oN 96 SO :131 twos fork per clashill .%1 Area 30' X 73, 900 GPO SOIL FRORLE: location of soil aoring 0 • 6 In., ddrk grayish brown sand 6 • 34 in., very 16ale brownish yellow sand 34 • 46 In., yellowish brown loamy sand Estimated water table at 46 inchga. CTAR'-1.Cret3disf ;.q . . • - • t• 207 Pli Initial system flagged w/ green flags. Repo* wee flagged w/ pink ficos. LTAR & system aimenSions on flags.. - • • • 1. 0-4.'14 --- VO..j 8t7:9T 96 c0 1=2 CUBS OU WORLD WEBELOS CAMP 1 _ SEPTIC TANK SYSTEM _. .r� Z-he/lCr i^ r re f tD -- zo' P i' $ Pi ;VP SOIL PRORLE: e location of soil boring 0 - 6 In., dork grayish brown sand 6 • ..34 in,, very paie brownish yellow sand 3d - 46 in., yellowish brown loamy nand Estimated water table at 45 !nate& Igo 5'h ars e4-- Pc' .Initial system flogged w/ green flags. Repair Gres flagged w/ pink flogs. - . LTA!? & system dfrnensforr on Mot v SITE PLAN ft:LAND MANAGEMENT GROUP, INC, • qct 1' •scaie:14 = 60 feet J12/28/95 ,P,� v. 2 9 6.._;1 -' amrammessommusir- 20. _ Z3C o:y 81?: cT 96 c;j q �31 . • CU : SCOU ORLD FORT 1 _ & 2 SEPTIC TANK S' STEMS • __ _.._ _J6. 3.- r �y tir t r f i'' ir�axr��k .5 (- j `� • IAA 'N- Font i : \ is • ill a-car. 11 421441° '��` � � ..x�.°�r'v / Ora � til,) j - i �� ,✓� .goo�1�Q S�!®vs/�rs l j ` 1 tii•1 I.1 3o 4 •.Jo' ( 1 'gyp is tank Mould be katall.d i tapavlas gravity flew amoaty CI pump. 6..-�.2 Intact system flogged wi Green fleas. Repair area flagged w/ p:nk flags. LIAR & system aimensions on (lags, SOIL. PROFILE: a location Of ads 0 • 5 In., graYM brown sand. 5 - 40 in., pats wn brownish yellowesand • 42 In,, strong brown by sand 42 - 60 In., broin gray sand Esltmctec water tC at 42 Inches. LTA.1 pd, sf a��i:>LT•L}.•et.z4•'.er,i ,.l1 4A1WI•.r y. .4- {[:. '� :11: ,2 A. �•y 1'l�%. rc."lT�y1�•i!'j.'Y.'�`�'.t�..l'>. Yi:.'G�...7�,.�'.��3•..2iV,P +R'j;A•'�... SITE PLAN W.�aiw.iW�.�fiL1�.`J .:w.c_.' .i •..tr.4.a�i::�4 .Y��}I.�,�4 Mr "• c�N w•.F .. _ .: .w-i�.�c.J ::1 Z) ~'4.1? ..i �+�wl.• LAND MANAGEMENT GROUP, INC. t=lCt scale' i " = 66 feet L 2/28/95 ,� SO'c Z:OC'°N 6t7: T 96 _O c q"J TEL: 4 Feb• 05 96 16:52 No.002 P.11 hittaii septic tonic nkith enough to Imure gmeifty gOw 01 relbeilly &Wel% capio-..e• 7 SOIL PROFILE: ED icy:a:kr) of soli boring 0 - 5 In., ciork grayisn b'rown sand 5 - 19 in.. very pole brownish yellow loamy sand 19 34 n.,strong brown loamy sand 34 • 150 In., yellowish brown loamy Land Estimated water table at NIO Inches. - 8411ing Ur X 60' Mid kw gox 151 G Initial system flogged w/ green MM. Repair area flagged w/ pink flags. LTM & *ystem dunensions on flogs. 7•• ••• - • • SITE RAN TEL: 'Feb 05.96 15:50 No.002 P.O? 1 l'ONI 'df10t15 1N3W35VNW C7Nli 4 Z 96/8 /CtI lael 99 = l:apa,s 1 400 inpewAntn NV1d ails • met134 Zt 4D elq Je4m pa}Putt pLDV Ani5 ticiubsoiq "' 4 05 - ?� Rubs Alum uAJq bump "u Lv - PUDB 1AOI19A y2uwoJ OE - 2 max UMOJq LIcIAD10 '.ol g • D - 'Chian n attun JO M ASµn1B ilplADA 04 P*11010,4•qPIrmis101031.3, S're'�''tO�'✓�"/ �M INaLs s /1NWJ. OL 3S 63112HS G1 OM lnoOs snD • UB SCOUT WORLD SHELTER "A" i SEPTIC TANK S1eSTEM , , s ,i-e'rn1 .74a o�C3A51 Clea'd deep 4I (sear 10) peeP�4 9ja v SOIL PRORLE: elocution of soli boring 0 - 3 in.. grayish brown sand 3-56in, white sand 55 + In.. gray sand Estimated water table at 55 inolles. LTAITzTO waist ^a • . - Vi•a:: i i = ";:Ey: -,•5' :?•r• 3'i1c,fr6%" 2. R r'•f� f-o 0 'e `","w'ti "?t_ t ris �-:yv .:e ••k{„ • :.,.� ` Mta i • LAND MANAGEMENT GROUP, INC. Ct scale:1" - 50 feet .112/26/95 i 11 90. c ZOC' °N 6P:9T 96 SO .q=.d :171 • CUB SCOUT ORLD . CAMPSITE 3 !SEPTIC TANK SYSTEM omplts initial syttiam / ;mien %Ail. P9PCIIr area w/ prig top. OAP & ayartem dentfulons on flogs. SOIL PROFILE: elocatiOn of soll borrg 0 - 4 In., grayish brown sand lo loamy and 4 - 28 In., pale yellowish brown sand 28 - 41 In., strong brown loamy sand 41 - 50 In., yellow and gray sand 5stimated water table at 40 Inches. god s m • - SITE PLAN • ••••••••":Z., LAND MANAGEMENT GROUP, INC, get Uzle:1" = 75 feet 12/20/95 /Fe- v - 2 - 9 6 -.‘e fr di I CUB SCOUT WORLD CAMPSITE 2 SEPTIC TANK S\eSTEIVI #t 1././4&•• Rgg • ' InIttil system flogged vi: preen ftags. Pete,04t tired fiecped sad pink t123. LTAR & swum amenkru cri frog& lank should be imitated OR:WaY BOW. SOIL PROFILE: e location 'of soil boring 0 5 Ines, block and wnfte sand (5 • 26 in,, bole brownIsh yellow, loamy sand 28 - 39 In., strong bovin, loony and .39 - 50 In., brown on with grayish brown mottles LTAR-1.0 cipdiday ' • • • • *.- ! • '‘ • j.' 4'.6." 4" 416*.or SITEPLAN zr, t;• N LAND MANAGEMENT GROUP, INC. oct scale: 1":-.50' 12 07 95 v 2 — Y "5 SOIL MORLE: E9 location of soli boring 0 - 4 In.. block and white sand 4 - 30 In., white sand 30 - 45 In., strong brown loamy sand 45 - 50 In., brown sand w/ grayish brown mottles Estimated water table at 48 Inches. LIAR-- 1.0 gpd/st CACCORMACRAAAMACCO 4', Arfgalageai;taii4ta'144,1•:,,,wA,':i;,;xcivitc77- SITE PLAN LAND MANAGEMENT GROUP, INC, gct scale:1" = 40 feet 12/20/95 • 80'd (700.0N OS:ST 96 c0 ciGA I FROM 03.01.1996 12:19 F' . 1 Corialrl L.)jorraeJ, TJL. HI1ALTH DIRECTOR N. DATE tTIME NOT : ft you did not receive &I of the pnge TO: Co, NAME e4 fe,J1\ M . 61 AUORigig ATTENTION FAX No. D e6 REMARKS: 131u.deri Couriy 7Leaith,' Dept 9. 0. r13ox 188 br.thtn vn2 C282Z7A.0 Wu AO) - — y(ja 5 c(.4,e MR 1 SIVNIANAGEMENT FAYETTEVILLE.REG.OFFZ /5 - 3FO L1— '11 S r irolo a c cc r Cata - w — p\ &.Gf7_ Telephone 010-O62.6900 I5 The information contained in this facsimile message is CONIDENTTAL and intended only for the use of the individual or entity named-abovd, If the reader of this message is not the intended recipient;• you are hereby notified that any dissemination, distribution, or copy of this communication is strictly prohibited, Xh you have received this fax FROM 03.01.1996 12:20 P. 2 State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Health James B. Hunt, Jr„ Governor Jonathan B, Howes, Secretary Linda C. Sewall, Director February 20,- 1996 AY7A �EHNR Mr, John Russell Environmental Health Supervisor 13laden County Health Department P, O. Box 188 Elizabethtown, NC 28337 Subject: Approval of revised plans, specifications and supporting documents for Cub Scout World wastewater system, NC 53, near White Oak, NC, Project No, 96-1 Dear Mr, Russell: We have reviewed revised plans and specifications for the above.referenced project received February 20, • 1996. It appears that ail of our previous technical comments have been adequately addressed by the -proposed revisions. Enclosed is one copy of the plans and specifications stamped- - "Approved- by the - On -Site Wastewater_Section, Division of Environmental -Health, Department of-Environinent; -Health- and Natural Resources," The improvement permit to be issued for this project must include the approved plans and specifications, legal documents, and any conditions deemed appropriate by the health department, The approved plans and specifications are for the following facilities and system components: Facilities: Cub Scout camp with facilities indicated in TABLE 1, below. Sys : Elevenz(1_I)-indivtdual_wastewater subsystems as indicated in TABLE 1, below. flealiadlow: 40;000-gallons ; ez-slay-, total (note that, on this site, a wastewater system for a trading post facility, with a design flow of 120 gallons per day, has been previously permitted by the local health department). On -Site Wastewater Section FAX 919,715-3227 P. O. Box 2768/, Raleigh, North Carolina 27611-7687 An Equal Opportunity Affirmative Action Employer Vic 919-733.2895 : ; ,lr ; , . 50% recycled/10% post -consumer paper .e�.v_.-;•---.:�e[.5i`,.. a,1}EGl/erASHi:..... .... 'iF '- . . _ _. _ . _ _ - _ - FROM 03.01.1996 12:20 F. 3 . Mr. John Russell Page 2 February 20, 199E Facility* - Design Flow (gpd) Subsystem Campsite #1 900 (15 campers) 1500-gal. septic, dist. box, 300 feet cony, drainfield Campsite #2 900 (15 campers) 1500-ga1, septic, dist. box, 300 feet cony, drainfield Campsite #3 900 (15 campers) 1500-gal. septic, dist. box, 300 feet cony. drainfield Shelter A 800 (80 students) 1500-gal. septic, dist. box, 300 feet cony, drainfield Shelter B 800 (80 students) 1500-gal, septic, dist. box, 300 feet cony. drainfield 1500-gal. septic, dist, box, 300 feet cony. drainfield Staff Building 900 (15 occupants) Fort 1 900 (15 campers) 1500-gal. septic, dist. box, 300 feet cony. drainfield Fort 2 900 (15 campers) 1500-gal. septic, dist. box, 300 feet cony. drainfield Dining Lodge 1200 (service for 80 people) 750-gal. grease trap, 2000-gal. septic, dist. box, 500 feet conv. drainfield Camp 1 900 (15 campers) 1500-gal. septic, dist. box, 300 feet conv. drainfield Camp 2 900 (15 campers) 1500-gal, septic, dist, box, 300 feet conv, drainfield total: 10,000 * Water -conserving plumbing fixtures shall be used in all facilities in accordance with the approved plans and specifications. TABLE 1: Approved design flows and wastewater subsystem components for Cub Scout World facilities. As, you are aware, there are a number of times during the installation of this system when direct supervision by the health department must be provided to insure that this system is installed properly. For this project, make certain that: 1. Facilities are provided in strict accordance with this approval, the enclosed water -using fixture schedule including the use of water -conserving plumbing fixtures, as specified, and the floor plans (for, at Least, the dining lodge) that you should already have. The local health department must be provided with cut sheets for the water -using fixtures proposed, prior to their installation to determine compliance with the flow rates in the approved specifications. 2, Wastg.water _subsystems arc installed where indicated on the site plans, The health department must insure that proper setback distances between waterlines, surface waters and other natural and man-made features are maintained as indicated on the approved plans. 3, ;tanks are properly provided as indicated, including sizes, proper construction in accordance with septic tank state -approved design plans, rules and the construction details provided including PVC sanitary tees extending the proper distances into the )iquid, as indicated, and installation procedures, also indicated, including stone bedding to protect against differential tank settling, proper sealing provisions to protect against leakage and the successful completion of leakage tests for all tanks as indicated in the rH<UPN 03.01.199E 12:21 P. 4 . Mr, John Russell Page 3 February 20, 1996 specifications. Ensure that at -grade access is provided over each compartment and sanitary tee of each tank and that the finished Landscaping adequately diverts surface water away from the tanks as indicated, 4. Gravity sewer piping; is provided and installed as specified, including the use of schedule 40 PVC at the minimum slopes indicated, with adequately -protected cleanouts provided at all bends greater than 45 degrees and spaced at least every 50 feet. Note that the gravity sewer is to be leakage tested as indicated in the specifications. 5. Distribution boxes are provided as shown including sound, watertight construction, setting on a concrete slab field -determined to be dead level, use of plastic pipe connections for all used pipe blockouts and the use of "speed -dialers" for all outlet pipes. Make sure that inlet pipe inverts are two inches higher than the d-box outlets and that speed -dialers are set such that flow to each line is equal, Note that full at -grade access must be provided to the d-boxes. Drainfields are provided in strict accordance with local health department and applicant's consultant recommendations, as indicated to be met in the approved site plans. Ensure that proper trench bottom depths are maintained which maximize the separation distance to unsuitable soil characteristics. Ensure that trench construction is in accordance with the plans and specifications including installation provisions to protect the site from damage, use of filter fabric over the trench, proper depths and widths of clean, washed stone of the size classification indicated, level installation of nitrification trenches and nine -foot trench spacing as indicated, Ensure that finished landscaping shall adequately divert storm water away from the drainfields and that specified provisions for establishment of an adequate vegetative cover over the drainfields are completed, It is critical that the Health Department require there to be a preconstruction meeting to be held prior to system installation and attended by representatives of the Health Department, owner, installer and installation certifying engineer. During this meeting, the sequencing off project construction, inspection, and testing activities must be discussed and clearly understood by all parties. Holding such a preconstruction meeting must be listed as a condition in the improvement permit, with attendance required by all key parties prior to the onset of the system installation. Note that a registered professional engineer must certify that the system has been installed in accordance with approved plans and specifications based upon periodic observations of construction and a final inspection for design compliance by the certifying engineer or his representative, and the installation must be approved by the health department prior to the issuance of an operation permit. The operation permit must include, as conditions, the operation and maintenance procedures included in the approved plans and specifications. It shall also include the necessary information regarding the proposed management entity and certified operator, and any FROM 03.01.1996 12:22 P. 5 Mr. John Russell J e 4 uhruary 20, 1996 additional concerns deemed appropriate by the health department for the Operation and maintenance o1 this System. The operation permit must also include the following language, per recommendation of the Division of Environmental Management, Groundwater Section: Any groundwater quality monitoring, as deemed necessary by the Division, shall be provided. 2. The LQ/ABLIALCILMJID.ARY. for the disposal system is specified by regulations in l SA NCAC Groundwater Classifications and Standards. The Compliance Boundary for disposal systems constructed after December 31, 1983 is established at the property boundary. An exceedance of Groundwater Quality Standards at or beyond the Compliance Boundary is subject to immediate remediation action in addition to the penalty provisions applicable under General Statute 143-215,6A(a)(1). In accordance with 15A NCAC 2I-,, a REVIEW BOUNDARY is established around the disposal systems midway between the Compliance Boundary and the perimeter of the waste disposal area. Any exceedance of standards at the Review Boundary shall require remediation action on the part of the permittee. Please feel free to contact us if you have any questions pertaining to this letter or if we may be of further assistance with this project. We may be reached at the address and phone and facsimile numbers listed on this letter or I may be contacted directly by phone at (919) 715-3272 or using electronic mail via the Internet at Vic@deh.ehnr.state,ne.us. Siincerely, Victor-D'Amato Environmental .Engineer On-Site_W_astewater Engineering -Branch • cc: J. Phillip Norris G,-Craig Turner Doug Clevinger Joel Cawthorn FROM 03.01.1996 12:23 F. 6 � e = = — Andrew & Kuske CONSULTING ENGINEERS, INC. 202 North Fifth Avenue • Wilmington, North Carolina 28401 John R. Andrew, RE, J. A. Kuske, P.E. J. Phillip Norris, P.E. Telephone; 910/343-9653 Facsimile; 910/343-9604 BUI1 atiL Campsite # 1 Campsite #2 Campsite #3 Shelter "A" Shelter "B" Staff Building Fort 1 Fort 2 Dining Lodge Webelos Camp 1 Webelos Camp 2 9529)PX ti CUB SCOUT WORLD ;, A&K PROJECT NO. 95299 FIXTURE SCHEDULE Approved By ON -SITE WASTEWATER SECTION. Div. of Env. Health, DEHNR I. }. C"tfft fi`t FIXTU RES 2 toilets, 3 sinks, 2 showers 2 toilets, 3 sinks, 2 showers 2 toilets, 3 sinks, 2 showers 2 toilets, 2 sinks 2 toilets, 2 sinks 1 urinal, 3 toilets, 4 sinks, 4 showers 2 toilets, 2 sinks, 2 showers 2 toilets, 2 sinks, 2 showers 1 urinal, 3 toilets, 2 sinks, J water fountain, 1-2 compartment sink 2 toilets, 2 sinks, 2 showers 2 toilets, 2 sinks, 2 showers FROM 03.'01. 1996 12:23 P. — ! Andretie & Kuske CONSULTING ENGINEERS, INC, 202 North Flffh Avenue • Wilmington. North Carolina 28401 John R, Andrew, P,E, J. A. Kuske, p,E. J. Phillip Norris, P.E. TeleOhone: 910/343.9653 Facsimile: 910/343-9604 INSPECTION AND MAINTENANCE PROCEDURES FOR CUB SCOUT WORLD WASTEWATER COLLECTION, TREATMENT & DISPOSAL SYSTEMS JANUARY, 1996 A&K PROJECT NO. 95299 GENERAL A, The entire Cub Scout World collection, treatment and disposal systems will he operated and maintained by the Boy Scouts of America. An annual maintenance contract with a'dertified subsurface system operator shall be retained as required by local and state law. 2. ! COLLECTION SYSTEM A. The septic tanks shall be inspected every six months for buildup of sludge and clogging of outlet tee, They will be pumped out on an annual basis or more frequently if needed. Pumping is required when solids level exceeds 1/3 of liquid capacity. B. The grease trap shall be inspected on a monthly basis for buildup of grease and clogging of outlet. It will be pumped out every six months or more frequently when grease or solids level exceeds 1/3 of liquid capacity. 3. DISPOSAL FIELDS A. The disposal field systems may experience settling • of the distribution boxes. "t hese shall be checked at least twice a year by removing the covers and observing that effluent is being equally distributed to each line. Adjust the speed dialers as needed to equalize the flow. This will greatly extend the life of the system. 13. No heavy equipment, or vehicular traffic is allowed on the disposal fields, A small riding lawn mower is recommended for maintenance mowing of the fields. Mow as required. A complete stand of grass must be maintained on the fields. C. The field shall be checked at least once every month for signs of surfacing cflluent. If signs are found, check the distribution box to determine if level, check the dosing volume for possible overdosing and check for possible line breakage, Make repairs or adjustments as required. D. Vegetation shall be established and maintained to prevent eriHon and to facilitate maintenance of the system, os29I6,.